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( , ' � � � I o j /' � � / I ` � ��� l l I ` \ ' T i �, � � i � E �I � �i . � �� � � � � � \ ` � � ' ti � � V I I t � � �!^�� � . � :� � �,,,"`�.y..�.�^�..' � � � „+ � , � � ,� — � � ( � .. , � , � � � _ _ � , � � � � � s , — ��i �� � -``ti.�-��a`^f�++'.`��� I � "'a:__��.r�°�,r—�� ^ II � � �� � ( V I ` 1 \ I p ' � � ' I \ � - '� �� � I I� II � � �� oLU � � I c� � � I . . _r f -- � �'�� • l?Rl7JECT DATA • CIVIL • LANDSC�.P� � ARCHITECTU���:� ��'RU��'��AL • � � � � � , � - � � � _ , , , , � _ , � , � � � , � � , ��� . , � -- �� � , �; � � � -� � � A I \ d�r � � 1 ■ � ^ � � � I�i�:� �.. ��x�� S�rr � ENI�S U� �iS 1�RCHiTEC7�� I' . � . - - �� , � �� '��, , `�� � � ,� � 3 , ' �� � ' � �.�..� , � � , _ � ��y� � � ����� �� �! � � � k��� r i ` �— \ �� ,'' � , , � ` ' � y � �'� ' �' •� � � , L.� �_ �� 9 � � � �r ,. ARCHITECT S J�B N� . �t� � 1 , CJ � B � .. o -� , � �- o W �� MAY � , 20 �3 � o o .. � 6 W � .. ,I = W . , � H a , � � � � I . ' _ ` � r F '� � t fr � I ^�A . � I i ` i � l I I � � � I I � 1 �.�_�___ ���__ ��� � y 6 F P�^�1-028 00 Vail Mtn School\2 Dra�r�ngs\Ot Arch�tectural\CD�vm—A4 0 f.d�rg May 3 D, 20Q3 � , , � `,' t ' ,l 1 � , - � - - �...�...� I�FER TO �013STRUCTbN SPECIFICATION IhfSTITUTE, D RAW I N�i � N D EX _ t G EN E�AL NC�TES A���EV I AT I Q N� UNI�ORN DRAWING SYSTE�I, MOpULE 5, fOR ADQtTlONAL ABBREVIAT ONS � . _ A/C Air Condat�oning DMPF Dampproofing HDR Header PLAM P(astic Laminaie TEL Telephone - A(X�US Aeousbcai DN Down HDW Hardware PLAS P(as#er TENP Tempered � AD Area Drain oR �oa� �o,� Nardwood P��o P��d T & � Tongue & Groove flRAWINGS AND DIMENSIONS CONSTRUCTION NOTES GENERP►�. INFORMATION ADA Americans unlh 6isabl�ties Act (�S Do�uaspout HM No➢ow Metol PR Pa�r TG Transfer 6r�le ADJ Ad�ustabfe DWG D�awing HORIZ Nor�zont¢I PREFAB Pre(abncated THRU Through AFF Above Fini�hed Floor DW Dishwasher NR Hour PROP Property TD Top Of A0.0.0 COVER SHEET AfC Above Fnished Grade NR HQndrail PT Pa,nt TOC Top Of Concrete A0.10 PRt�IECT OATA SHEEf AGGR Aggre�ate (E� Fxis6ng HT Neight PT CONC Post-Tensioned Concrete TOM Top Of �lasonry 1. THESE DOCUI�dENTS WERE PR40UCED USING THE CONSTRUCTI�N SPECIFICAtIONS INSTITUiE'S tSNlfflRl� DRAWING L TOP OF CONCRETE AT lYWN LEUEL SLAB � ASSUMf6 AT EL i00'-0 (QEVATION i00'-U EQllATES TO USGS Aa.3 D PRO,IECT PHASING PWJ STRUCTURAL K t t p p C o t u s s y J�.N K s 1'�v B U t s AHJ Authant,es Flav�ng Jur�sdcfson EA Each HUAC Heatmq Ventilation & PTD Paper Towel Dispenser TOS 1'op Of Steel ��y qND THE NATIONAt CAO SiANQARD AS GUIDES. AI.T A(temate EIF� Fxtenor Insufat�on & fimsh System ar Gondifwning PTL Porcelau� Tile N Tel�r'�sion l�1TU�1 ELEVA�ION 0�' 8336') ARCHITELTS, ALUM Wummum EJ Exp�nsion Joint PSF Pounds per Squore Foot TYP Typical f+I�l� Si 00 GENERAL NOT�S AND SCHEdUIES ANOD Ano�ized ELEC Electnc�l ID Ins�de Diametee PSI Pounds per Squore Inch Z ANY INDICATION OF PROJECT I.EMITS OR IWES OF DEMARCAT�N ARE SHOWN FOR THE CONVENIENCE Of THE 3. MEfAl. STUO PART1Ti0NS SHkLL BE Of SUFFlCIENT W1pTH TO ADEQUATELY ENCCOSE PIPING, CONDUITS, AND ti S2 ZO PARTIAL ARfA A BASEMENT FaUNDATION AND fL00R PLAN Mamber Amencan tnsmuie of Arch��ac�s Af�ROX roximate EL ElewGon IN Inch PVC Polyvmyi Chlor�de UBC Uniform Bu�ldng Code CaNTRqCTOR, AND ARE NOT TO BE TAKEN UTERAI.LY. ACTURL CONTRACt LINlTS ARE TO 8E DETER�INEO Bl' TNE RECESSED EQUIPl�ENT. S2 21 AREA A hdAiN LEVEL F4UNQATION ANO FLOOR FRAMlNG PlAN ARCH Ar�chitecturnl ELfV Elevator INCAN (ncandescenk UFD Underfloor fh�ct C0.1 GENERAL NOTES, LE6END, ANa ABBREI�lATIONS WritQr Squdra, ���� �o�MOr sr��t ASPH Asphait ENAM Erximei INFO Informat�on QA QuoGty Assurance UGND Underground CONTRACTOR AND APPROVED BY THE OWNER BEfORE ACillAI CONSTRUCTION WORK BfGINS C1.0 DEMOL�TION AND PHASING Pt�N S2 22 AREA B MA4H LEVE!- �OUNpAiION AND FLOOR PIAN AUTO Automotic EQ Equal INSUL Insufotion QT Quarry Tife UNFlN Unfinished 4 PRQVIQE 24' x 24"ACCESS FAN�LS IN PARTI�IONS WHERE REQUIRED FQR MECNANICAL EQt11pMENT EXCEPT S2 23 AREA C I�AIN LEVEL f0UN0AT10N AND FLOOR PLAN ��dAe�e�i,Denver,eo�o�pdo so2o2 AV6 Avero s E�UIP E ai ment ItJI fnterior UON Uniess Otherw,se Noted Ci,t QVERAIi_ GRA(11NG, DRAINAGf PND EROSIQN CONXROL PLAh! g q p 3. TNESE ORAWiNGS USE A MODIFIED U(}S NOTATlON SYStE�1 THE SPECIFlCATION NDTATitNd SYSTEM USES THE WHERE SIZES ARE OTHERWISE NOTED PROUIDE ATCHITECT WITH PROPOSED (.00ATIQNS PRIOR TO INSTALLING ' 52.24 AREA� UPPER LEVEL fL00R AND LOW ROOF FRAMING PL.AN ph 303-893-7 99Q Fax 303-895-2204 RWG �rnencan Wire Gage ES1 Estimated IiVV Invert R Riser URN Ur��ol fIRST THREE DIGITS OF TNE SPECIfICA110N SECTlON REfER TO PROJECT I�ANUAL FQR CQMPLETE SPECIF'ICATION Ct.2 GRADING & DRAiNAGE PLAN �WEST� AWf Amencan W�odworking Institute EfS Exposed to Structure R Radius WORK WNICH REQUIRES ACCfSS SZ 25 ARfA B UPPER tEVEL FLOOR ANO lOW RaaF FRAMINC Pf.AN EYYC Electr�c Water Cooler JAN Jonitor RB Rubber Base VB Ynyl Base SECTlON NUMBER Ci 3 GI�ADiNG & ORAINAGE PLAN (EAS�) 52 26 AREA C UPPER LEVfL FL04R AND LOW ROOf FRAh+1!NG PtNJ _ 6B BuiRetu� Board EXH �chanst JT Joini RCP Reflected Ce�fing Plan VCT Ynyl Compos�tron Tde 5 PROVIQE €�OCfQt�(6 WITHiN PARTfT10NS AT ALL LOCATIONS WNERE ITEMS WIIL BE �dQUNTED 4N FART1310NS C1,4 Gl2�DING & DRAINAGE flE7AILS g2p7 AREA A UPPER ROOf FRAMING PIAN ^�-,n�'�"e'�� BO 8oard EXlSi Exist�ng J-BQX Junctron Box RD Roaf Droin VERT Vertical 4. ARCHITfCTURAt DRAVYINGS iNCLUDE SPECIFICATION SECTION REFERENCE NUMBERS IN CONJUNCtiON WITH Ct 5 EROSION CONIROL dETAiLS AND 5TORMWATER MANAGEMEM AIAN t�� ��j� "'�,,,, 8G Bumper Guard EXT fxterior y C2 Q OVERAL! UTEL(iY PI.AN SZ ZS AREA B UPPER RQOF FRAhII�G PUW �,�'�.. XT RE• Reference VIF Venf In Feld % `�- o,�� `� BIOG 8u1d'+ng KO Kr�ck Oown REBAR Reinforcing Bar VfR Vent Thro�qh Roof MATERIAL OESCRIPTi�NS 1HlS INFORMATIQN iS PRQVIOE� FOR TNE CONYENIENCE OF IHE CONTRACTQR ONLY g, PROVIDf GYPSUM BQARD CONTR01. JOINTS !N PARtIYIONS AND CEILINGS AT 30'-0' �dNf SPACING, U.0 N. S2 29 MEZIANiNE FRAMING PLANS ���'���i �,�$ BM Eeam fA Fire Alorrn REC Recessed V4VC Ynyl Wnllcavering AND IS NOT 1�t3ENDED TO {NDIC�ITE SAECIfIC TRADES TO BE UTILIZED FOR THE VYORK. IN CASE Of C2.1 SANITARI( PLAN AND PRQFItES `� 86 8aitom Of FAAP Fire Alarm Mnunciator Pa�ef L Long R EC P T Recep tac fe C O OR pINATE TO �lEET �1RE RESISIIVE RATINGS Of THE ASSEMBLY, FlRESTOP JQINTS AT RATED PARIfflONS. C 2�2 W A T E R P I A N A N D P R O f 1 L E S234 El(ISTiNG BUIL6ING/ KINDERGARI�N DEMQ AND FRAMING PtANS DISCREPANCIES BEfWEEN THE REfERENCE NllMBER AND THE VERBAL DESCRIPiION, TNE VERBAL DESCRIPTION 1 ��'^ `��� � 8RG Bearing FACP Fire A1arm Conlroi Panel lAV Ldvatory REF Refr�qetator W washef S300 11(PI�AL DEfNLS � FD Floor Dram LB � Pound REG Reg�ster W/ Nlith �IALL TAKE PRECEDENCE, UNL.ESS OiHERWfSE DIRECTED. DI�CftEPANCIES BEIWEEN SPEf�FfCATION NUh�BER 7 CpNTRACTOR SHAtL AQJllST OR ADD ffRE SPRINKIER HEAOS TO ACCOMODATE PARiITiON 1AYOUT. CENTER TfiE C2.3 U11L11Y DETAILS S310 FOUNDATION AETAILS , J�4_`�;�`R CB Caich Basm FDTN Foundaiion LF Lmeal F�et REUVf Reinforc�g WC Wtiter Closet REfEREiJCES AND WRInEN DESCRIPpONS dF MATERIALS OR SYSTEMS IN NO WAY REl3EVES TH� CONTRACTOR QF C24 UPLi1Y DETAILS �, 2.27�0 C88 Cement�tivus Backer Board FE fire Extinguisher LKR Locker RE�D Requrred WD 4Vood NfAD IN THE AC011ST1CAL PANELS AND ALL SQfFf1ED I�tEAS, HEAD SPAC►NG AND PI.aCEMENT SNALL MEET CODE 53.11 �fAINlP1G WA1.L SECTIONS CER Ceram�c FEC Fire �tinguisher Cabinet LL Live load RfSll Res�Tient WOP Wood Panefing RESPONS�BILITY fOR THE CflMPLETIMG THE WORK AS SH(}WN REQUIREMEM'S C3 U KAT50S ftANCH ROAD PLAIV � PROFlLE REV Revision WDW �indosv C31 KA�SOS RANCH RQAD 5ECT10NS AND DEtAILS 5312 UPPER LEVEL bETAICS �� +�.,@ 0 �U CF Cub�c Feet Ff&E Furniture Fxtures � Equiprnen# 11�t Lower S313 FLOOR DETAILS �t'�' '°°'��\� CG Comer Gudrd t�N fin�sh LWC L'�ht Weight Cancrete RN Roof Hatch Wf Wide Flange 5. p#�qW��� pR� PREPAREO t1SlNG DIMENS�O�JS AND PRODUCT CONRGURATIONS OR DETAl1S OF SPECIFlC C4.0 HORIZONTAt CONTROL PLAN �D �W�� C 6c G Curb & Gutter FIXi Fixture RM Room W�L Wir�d Glass 8. WALt, CEil1NG, BASE, ANO fL00R FlNlSHES ARE TD BE AROVIDED �! EUERY RflOM UNl.ESS THE DRAWIN�S S3 i4 ROOF DETAIlS '�,___� CI Cast Iron FlR floor �}ATL �later'ro1 RO Rough 4pening WN Wal! Hung MANUFACTURERS �IYPICAILY THE FIRST h�ANUFACTURER LISIED UNDER "ACCEPTABLE MANUFACTURERS' IN THE SPECIFICAtLY INDICATE THAT A RODM QR PORTION THEREOf IS TO REI�AIN "UNFINISHED." IF RDO�iI FlNISHES ARE C4.1 NORIZDNTAL CONTROk & SIiE DETNLS S3.15 ROOf DETAILS CIP f,ast in Pi�ce Fl.11OR fluoresc�t �4AX M�aximum RT Rubber Sfair rread tMH 4Vidfh SPECIFICATIONS. OIb1ENSIflrIS AND DETAILS FOR Sf'�CIF�C PR(}Dl1CTS MAY CHANGE BffORE THEY ARE ACTUALLY �p� SpECI�'ICALIY fNDICATED, AR4VIpE THE SA�E FlNISI�S AS ARE PROVIDED IN THE ROON ADJACENT T� THE S316 ROOF OETAILS CJ Control Joink FO Firtish Opening �ECN �lechon�al W�0 Without INCORPORATED INTO TNE NtORK, AND PRODUCTS 8Y OTNER MANU�ACNftERS MAY ALSO BE ACCEPTABL�. CLG Ceiling FQS fBCe vi Stud �1FR Manufactwer Sltf Seamless Acryhc Flooring W Walerproof ROOA1 fN QUESTION,.OR QBTAIN CU1REfICAT10N FRON tFlf ARCHEiECT PRIOR TD BID�ING S3�7 R00� DETAlLS e C�IU Concrete Nasonry Unit FP fire Proofing �tH �lun Hole SAP Suspended Acfl�sticnl Panels YVR Water Res3stant THEREFE�?E, ACTUA�. INSTALfATION QET�ILS NVD DI�IE�JSIONS MAY DIFfER fROM THOSE SHOWN CONTRACT4R LANDSCAPE 5318 TRUSSES MiD BRACEO FRAMES C O PY R t O H s CO CleO� Out FR Frame Id�N lul'mimUm SAT Suspe�ded A�oustieal Tife WSCT Wain5C011 $FI�,I. }1ERIFY INSTAIlATIflN REQUIREMENTS �'UR ALL PR(}DUCi$TO BE (NCORPORATED IN TNE WflRK INCLUDING 53.19 TRUSS£S AND BRACEO fRAME DETAi1S This document is an instrument of service,and I�ISC IPlis�eflatteous $B $ t 9. f1RE-RAiED CORRIQOR PARTIT101dS INQICATEO l}N REFLECTED CEiLll�i Pi.ASdS ARE COMPONENTS OF os:uch,rema+�s the property of tha Acchttect C4L Column fftG Fba� Reinforced �psum plashblock WT Weight L1.OQ LANDSCAPE COVER SN�ET S326 RDOF DEtAILS Permission for uan o#this document is i�ry,�red PARTITION THICKNESSES FOR RECE55E0 DR SENI-RECE5SED PR�UCTS, APA3 IS RESPONSI6LE FOR CONIINUOUS RATED CORRIDf?R ASSEMBLIES CONSISTING OF WALiS, fL00R, AhJQ CEILING. SEE REFLECTED CEILING CONC Conaete FRP Fiber Reinforced Polyesler MIRR �lirror SC Seaiad ConcretE 'NWf Welded YVire Fabr�c L1.0.1 OVERAtL SITE PLAhI S3 21 ROOF OE�AILS and cnn be extar�ded oniy by wr�ttan agraemant CONST Construction FRTW fire Retordanf TreQied Wood � ���ry ��9 SC Sodd Core ACCAMMO[}ATING AND COOR�INAFING CHANGES TO OTHER MATERIAES 4R PRODI}CiS THAT ARE NECESSA(r! PWVS AND PARTITIDN IYPES FOR SPECIFIC �1ETH(?DS OF ACHlEVING THE NECfSSARY RATINGS WHERE TfI� wttk Klipp Cntussy Jenks DuDois Arthitects, P.c CONT Cont+nuous �SP fire Sfandpipe �� I�op Sernce Basin SCHED Schedule BECAl1SE flF THESE DIFFERENCES. SPECI�IC METHOD OF ACN3EI�NG TNE RATWG 1S NQT INQ(CATEO, OBTAIN CLARIFlCATEQN fRpM 3HE ARCHITECF ����-Q P�T�- �'�� �� - ��'� S322 DETAIIS CORR Corr'ulor FT Foot / Feet �iTQ Mounted 5CP Scupper pRIOR TO 81DDENG. h!E RATING OF THE EMIRE CORRiDOR MUST BE l�AINTAINED PROVIDE F1RE SAFING ANp L9.1 i PARTIAL lAYOUT PIAN - EAST CQaRD Coordinate FfG Foai�n MTC Metal S6 Soop D�spenser � Cenierfine 9 L12 0 PARTIaL GRADING PIAN - WEST CPT Carpet FURG Furring SECT SectEon 6 THE DRAWINGS AND SPECIf{�ATEON5 ARE SEPARATED IMO DISCIPl1NES fOR THE CONUE(V{fNCE OF THE FlRE-RATED SEALANTS TO �1AINTAIN THE CONTINUl1Y OF THE FlRE-RaTEO SYSTEM. ASSUME A RATING TD MATCH CRS Cold Rolled Steel Fl!C Fre VaNe Cobinet N Florlh SF Squore Feet R Plote ARCyITECT A� THE CONTRACTOR THE SEPARATI4NS USEQ NEREIN ARE USED ONLY FQR THE PURP(ISfS OF' THE RATiNG OF THE CQRRIDOR WALLS L1.2.1 PARTUIL GRADING PtAN - EAST MECHANICAt CS Cast Stone FV field Venfy NA Not Applicable SNT Sheet C4MrENlENCE ANA REFERENCE AND IN NQ WAY DQ THEY DEFlNE OR LIMIT THE SC(}PE Oft INTENT OF ANY PART WHERE MECHANICA� W4RK PENETRATES AN'( COMPONENT 4F THE fIRE-RATED ASSEMBLY PROYiDE THE L1.30 FARtIAL PIAMTING PtMf - WEST CSB Conaete Splash Bfock FWC �obr�c Walkovenng NECY Necessary SHTG Sheath�ng G Mgle ' L131 PARTIAL PLANTING PtAN - EASi CSk Construct�on Specif�cations InsGfufe NIC �ot tn Controct SHR Shower Of THE DRAWINGS, OR OF TFIE DRAWINGS AND SPECIFICAl14NS A5 A WHDtf TNE FACt ?NAT THE ORAYVINGS ARE APPROPRIATE F1RE AND/OR SNDKE QAMPEftS. fF ff !S NflT CLfAR WFIEiHER DUCTWORK PENETRATES A PflRT10N MO t MECHANICAL LEGEND, SCHEQULES GT Ceram�c Tile GA Gau Nom Nominal 51h� S�milar C Channel SEpARATED IN NO WAY SUGGESTS tNAT TNE WORK 1S NOT TD BE CONSTRUCTED AS A COMPLETE, INTEGRATED L1.4 Q MNN COUR1YARD tAYOUT 9� OF THE RATED ASSEl�6lY, OBTA(N CLAHIFfCATfON fROM tHE ARCHiTECT PRIOR i0 BIDDlNG. MO 2 MECHANICAL SCHEDULES CTR Center GALV Galv�nized NTS Not To Scale SPEC Spec�€i�ations ANQ UNiFIED WHOLE, L1.4.1 NORTH STAIRS ��lH Cabmet Un�t Neater GB Grab 8or SQ 5quare � � M1.0 MECNA1dICAl SITE PLAN �UbIC Ydtd �t; �enera c:ontroctor QG Qn Grntar 33 3luiidca� 31cc1 mc orv+rru+os nr+o 3rcarscnno��, anc�.uoir+o orrnvm+o;; rRGr,v:�u ar ;,rcr�ne C►+o«+�r�ir+o owemu�te� �U. GRULR HLL J�71fVT5 VfS GRAG�S lY[11GI1 OGGUIS Y1t1LRC 01331MILAR MATEtUAl.3 IIVTEft3EGT PEftPENDICUTAf� 70 ���� PLAYGROUND 1AYOUT MZ 29 dR3CMCtYT lCYCL �IPIlVG ALAN � GD Gar6age Dispasol f}D Ou#side Drameter STC Sound Tronsmission Clnss X 8y L1.4 3 DROP--4fF P[A7A 1AYOUF M2 2t FIPING PLAN - M�NN LEVEL Af�A A D Dryec G!. 8LK Glass Block O�OE O�rner Fum�shed Ovner Instnlfed STD Standard (SUCH AS CMt, STRUC�i1RAl� MfCHANICAL, ELECTRICAL, ETC.} ARE COMPLEMENTARY, lTEMS SHOWN IN AMf ONE EACH 4THER, ANO THE INTERSECTION 1S EXPOSED TU VIEH', UNLESS IND(CATED OTHERWISE ON THE DRAWINGS � L1.4.4 KiNDER6ARTEN LAYOUT OEG Degree G! Galvanized Iron OH Overhe.ac! STL Stee1 & And LOCATl6N IN TNE DRAWINGS SHALl. Bf COI�IDERED TO 8E REQUIREMENTS OF Tt{E CONT3t�CT FOR L1.4.5 ENTRY lAYDUT �IZ•22 F�P�N� PLAN - NAI�I LEVEI AREA B pEM�O Demol�f�on GL Glass OPH Qpposile Hand STOR Storage CONSTRUCTlON. lN THE EVENT OF M! 1NCONSISTENCY BEiWEEN THE DRAWINGS AN4 SPEGI�tCAT1QNS, OR WITHlN 1 t, pR()VIOE C{}NTINUOUS PERIM�E�R BUILDING INSULATIQN AT All. EXTERIOR WALtS. 1�2.23 PlPING PLAN - hiA1N LEVEL AREN B DEPT De�artrnenk GtU W�I Glue Laminuted Wood OPN Openinq STRUC Structural � Pound E�TNER DOCUME�IT, 1HE CQNFRRCTOR SHALL SEEK CIARIFICATION qR INTfRPRETATION FROM THE ARCHITECT PR(OR L146 EA57 ENTRY M224 PIPING PEAN - UPPER LEVEI AREA A OEF Detad GfiJD Ground OAP Opposite SUSP Suspended Lt.S 0 I�AIN COURIYARO �RADING DF Qrinking Fountain GT �cout QRD Overflow Roof Drain SV Sheet Yny1 +�- Plus or �tinus TO 81�DING WHERE INCONSISTENGES ARE NOT CLARlFIED PRIOR TO 81DDlNG, Mia WNERE THE ACTUAL SOCUTION t3 all �IATERIAt. COLORS TO BE SELECTED BY RRCHITECT, UNl�SS NOTED OTHERWISE. M2.25 PIPfNG Pir1N - UPPER lEVEL AREA B DIA D�ameter GYP BD Gypsum 8oard SYM Symmetr�cal , OR iNTENT C1�VNOT 8E REASONABLY INFERRED, THE CONTftACTOR SNAII PROVIDE THE BfTTER QUALITY OR 1t.51 N4RTH STAiRS GRADlN6 �{27� plPING PIAN - UPPER tEVEI AREA C - p�p� �a9q�a� P Plastic SYS System Feet U 5 2 PLAYGROUND GRADING N3 20 BASEMENT lEVEL HVAC PIAN DIld amens�on HAZ l�AT Hazardoc� Natsrwls PARTN Aartition GREATER QUANTITY OF WORK 14. PROVIbE FlRE-RETARDANT WOOD WHERkVER W04D BLOCKING fS SNOWN aN THE DRAWINGS. � , L1.5 3 OR�P OFF PLAZA GRAUING , -- DISP Dispenser HB Hase 8b PBD Part�de Board T Treod Inches �13 21 NVAC P(AN - MAIN LEVEI AREA A � �� � DIY Dirisbn HC Ho�ow Core PCG Precast Concrete T & 8 Tap & 8otiom 7. USE OF THE WORD "VERIfY" POINTS OUT A SITUAT{6N W�1CH NUST BE CONFiRMED �RIOR TO PROCEEDING 16 Fli?OR DRAINS !N TDILET ROOMS SHALL BE LOCAiEO UNDER TOILEf PARtlTION PRNACY PAWEL TO AVOtD L1.54 KINDERGAKfE1V GRADING M322 HVAC PLAN - MAIN LEVEI. AREA B DL Dend i�ad HCP H�nd�cagped PL Plate TB Tock Board 115 5 ENTRY PIAZA GRADING � WffH THE WORK, FABRICAi10N OF EQUIP�IENT, flR ORDERING I�ATERIAl. NOTIFY THE ARCHITECF OF ANY CON�LICt W�fH SUPPORT PIEA5TEf2� COORDINATE FLOOR DRNNS 1N MECHANICAL ROO�IS TO AVOID CONFLICT WITFI M323 HVAC PLAP1 - M,NN LEVEL AREA C �SCREPANC'( HOUSEKfEPP1NG PADS. Hf�1SEKEEPPING PADS ARE fDR GENERAL ftEFERENCE AND SHALL BE CO(3RDINATED TO L1 B 0 SITE DETAILS �l3.24 HVRC PLAN- UPPER LEVEL aREA A e SIZE OF ACTt1AE. EQUIPMENT. L161 STAlR DETAIIS M3.25 HVAC PLAiJ - UPPER IEVEI ARFA B � 8. F4R THE FIRE SPRINKIER SYSTEN TNE GEIVERAi Ct}NiRACTOR SHALL COORQINATE LAYOUT, CLEARANCES, AND Lt.6 2 WALL DETAILS M3 26 HVAC P1AN - tJPPER CEUEL�RFA G � LOCATION �F HEAD HE1GHiS WITH THE STRUCTURE, MEGtIANICAL DUGTWORK, ELECTRlCAL LIGHiING, DRAINAGE 11. PROVI�E SLIP JOIM CONNECT10N5 RT ALL PARTlTI0Pi5 TNAT EK[END TO STRUCTURE ABOVE. ALL PARTITIONS U.6 3 WALL ELEVATION ��27 �� p� _ ����� p�S PIPING, AND THE ARCHlTECTURAL REFL€CTED �EI�ING PWVS THf SPRINKIER DESIGN NUST B£ C4oRDiNaTED T4 SuPPORT IAiERA� LOADS OF NOT LESS THAN U.6 4 S�N WA[!. DET�lLS 5�/SF PROVIDE BRACING ABOVE AS REQUIRED Lt.5.5 PIAYGROUND TERRACE �4�� �F��ICAL DIAGRA�IS W(fiH THE PROVISIONS OF All ENGENEERiHG AND ARCHITECTURAL OOCUMENTS SHOULD NOF RELY SOLEY ON ONE hi4.f 1 I�ECNANICAL DIAGW�IS SERIES dF QRAWINGS QR QNE DI5GPLINE 1$. N'HERE DOORS nOaRS IN PARTI�ONS ARE N4T DIMEh�IONALLY LOCATEO ON THE FLANS FROVIDE A �IINIMUM L1.66 PWJTING DETAILS , L1.7 0 IRRIGATION PlAN SY M B�L� U ORM DRAW NGUSYSTEM, MODULET�6 FOR AOD lONAL SY�IBOlS 9. ARCHITECTURA�, I�FCHANICAt, AND ELECTR1CAl DRAWINGS SNOW WHERE FXP�S�D DUGTWOR}( IS �0 BE HINGE S�E dA�i6 OIMENSION OF 6" fROM DOOR OPENING TO AD,lACENT PERPENDICULAR WAt1 M5!0 KffCHEN PLUM64NG PLAP! L1.7.1 IRRIGATION PlAN �5,�� PWMBINC ISflMEiRItS � INSTALLED AT A SPECiFlC ELEVATlQN IN A CONTROLCED PATfERN. iHE �OKiRACTOR MUST RELY ON ALL OF L17.2 IRRfGAT16N DETAILS TNESE DISCIPLINES TO C�MPLETE iHE WflRK AND SHOUtD NOTIFY tHE ARCHITECT OF AtJ`( DESCREPANCI�S TITLE a-6 .�-��RS�fL40R ARCHITECTURAL EIECTRICAL � EL - tOQ'-0' ELEVATION WD(CATION �p, �{E ���pl CONTRACTOR SftAll COQRDINATE THE WORK OF ALL TRADES INSTAi.LING THEfR RESPECTIV� AC210 L4WER ANQ I�AIN LEVEL CODE PtANS E01 ElECTRICAL tEGEN6, SCHEDULES EOUIP�IENT IN TNE CEIL.ING PLENUMS MECNANICAL, fLfCTRICAI, SIRUGTURAL, AND RRE SPRINKI.ER SYSTEMS ALt AC2,l 1 UPPER LEVEL CODE PLAN SCALE 1/8'=1'-0' A.6 FIRST F100R EtEVAT10N INDlCATION SHARE THiS SAME SPACE. EACH SUB COMRACT�R IS TD REVIEW THE REQUI(t�NENTS OF THEIR WORK WITF( THE EO 2 ELECTRICAI. SCHE011LES � ARAWfNG TITLE REFERENCE (�x�¶�c) � t�. = ioo'-oA (�5r��c) COLUMN GRID IDENTIFIER AWARENESS OF THE O1HER iRADES THAT NEED T4 SHARE �HfSf SPACES �IUST NOT ASSUME THAT THEIR INSTALLAiION HAS BEEN CONSIDERE6 IN THE OESI6N ANQ SHOP DRAWING$ OF THE OTWER TRADES. A2.10 LQWER AND MA1N LEVEI CO�iPOS11E fL�4R PtANS Ei.4 EIECTRlCAL S{TE PLAN ��p�_0° SPOT ELEVATIQN INDICATIQN E2 20 BASEhIENT LEVEC POWER PtAN fAUX11AI�YY PtAN ROOM NAME nz f 2 �o��� coM�os�r� �ooR �aN E2.Z1 PQWER/AUXILUIRY PLAN - WA1N LEVEL AREA A 4 BUILDING 4 DR,4WING NUMBER t41 11 D(} NQT SCAtE THE DRAWINGS. A2.20 LaV1ER LEVEL FttlbR PLAN I E2 22 P0�1ER AUXCLIARY PLAN - �AA1N LEVEI. B RQO�+I (DENTI�ER 00400�-xXXXX}(XXXXX ITEM DESCRIPTlON A2.2.1 MAM LfVEI f100R PLAN - ARfA 'A E2.23 POWER/AUXiL1ARY PIAN - I�AIN LEVE(. AR�A C q3 22 A3 22 SHEET NUMBER F�QOR & BASE FiNISH �2 ALL pIMENSIONS INDICATED ARE TO FINISH FACE OF MATERW.S OR COLU�dN GRID LINES UNLESS OTHERWISE A2.2 2 �IAIN LEVEL fL00R PLAN - AREA '6' E2.24 PQWER/AUXILIARY PLAN - UPPER LEVEL AREA A WALL FINiSH � � E2.25 PO4YER/AUXILW�Y ALAEJ - UPPER LEVEL ARfA B ��--�'�'` � ����71 ROOM NA�f CE�.ING f1NISH SPECIFICATiON DNISION i�TEO. MASQNRY OIMENSIONS ARE I�ODULAR IN THAT �I1EY iNCLUDE THE GROUT J01M ROl}GH OPENINGS ALLOW A22 3 MAW LEVEL f100R PLAN - AREA C � X%�� BU1LDlNG SECTiON REFERENCE jQi �� �R �E� �p��� NQTATION SYSTEM A2.2.4 UPPER LEUEL FLOOR PIAN - AREA 'A� E2 26 P(?WER�AUX�1#ARY PLAN - UPPER AREA C �;�.' C�.,* R�01� FlN{SH IDENTIFIER A2 2 5 UPPER LEUEL FLOOR PU1N - ARE4'B' E2 27 POWER/AUXIIAIARY PUW - NEZZANINE LEVEt �, �� • � OBJECT 13 REFER �0 THE ARCH1iECTURAt REFlECTED CEILING PtAN FOR EXACT LUCAT(ONS OF ALL CEItING FIXiURES E2 ZS POWER ROOF PtAN v REFERE�CED 4 DRAVYING NUMBER REFER TO t�ECHANICAL AND ELECiftICAL DRRWiNGS FOR CQb�PIETE C(tNSTftUCTION REQUIREMENTS. A2 2 6 UPPER IEYEI FLOOR PIAN - AREA 'C' � � a � 22 A2 2.1 6�ZZANINE LEVEL PUWSf STRIPING PLAN E3 20 BASErdENT LEVEL POWER/AUXILIARY PEAtJ � A3 22 SHEEC NUMBER pDOR NUMBER � E321 LiGN�ING PLAN - MNN LEVEL AREA A � � ' � fRAME IYPE IDENTIFIER 14. THE T£RM 'A1.IGN" RffERS TO LOCATING DIFFEREN7 COMPONENTS OF CE?NSTRUCTIaN TO PROVIDE A FLUSH A3.2 0 LOWER I.E1�Et REFLECTEp CEILING PLAN ��7 UGHTING PIAN - I�A1N LEVEL AREA B �� "�;�'""��; : SECT{ON REFERENCE FlNISH SURFAi�. A3.2.1 I�WN LfVEL ARFA 'A' REFLECTED CEILING PIAN E3 23 LIGNTING PIAN - h�AAIN LEVEL AREA C � ,,�cv� � , , E3 24 LIGHTING PLAN - UPPER LEVEL AREA A ���� , ��.4�C�-'�W DQOR TYPE ID�ITIF�ER 3A 15 CONTRACTOR SNALL lAY OUi ALL PARTII�?NS PER tHE DINENSIONS �-IOWN ON THE PLAN. VERIFY PART{TIQN A3 2 2 MAI� LEVEI. AREA 8 REFLEGIED CEIIING PLAN E325 LIGHIING PLAN - UPPER LEVEt AREA B � PARI'ffION TYPE IDENTIFIER LAYOUI WITH EXISTING WlND01NS, COLU�lNS, DtJORS, EQUiPN�IT AND GEIUNG SYSTEMS N4t�FY THE ARCHfTECT A3 2 3 MAIN LEVEL AREA 'C' REFLECTED CEILING PIAN E3.26 LiGHTING PLAN - UPPER tEVEI AREA C ( OBJECT 1 DRAWING Nt1MBER MATCHLINE OF ANY DISCREPANCIES PRIOR 1'fl SiARTING CUNSTRUCTION. A3.2.4 UPPER LEVEL AREA 'A' RE�LECTED CEILING P1AN �3,27 LIGHTING PIAN - �iEZZANINE PLANS ��" - ( REFERENCED RE� '�•2 A325 UPPER LEVEL AREA 'B' 1WD 'C REFIfCTED CEILING PLAN E4.10 ELfCTRlCAI. ONE-LINE DIAGRAM A11 SH�E.T NUMBER �����I�� E4.11 EIECTR1CAl. QWGRAM � A4.1.D EXfERIOR BEIIl..DIN6 QEVATIONS E.�10 ELECTRlCAL PANEL SCHEQULES A411 fXTERIOR BUitDING ELEVAiIONS E511 ELECTRICAI. PANEL SCHEDt1LES DETAIL REFERENCE A41.2 EXTERIOR BUILDlNG Et.EVATlONS E5.12 ELECTRiCAI. PANEL SCHEDtlLES 06JECT � QRA�ING NUMBER 2 RE�ENCEp A5.10 BUIt41NG SECTlON FQQa SE�V��E 6UILDING � A5.1.1 Bl11EDlNG SECTIONS � A11 SHE�T NU�I@ER A512 BUILDING SECTION5 ARCH[fECT S PROJECT NUMBER• i(t t FOOD SERVICE EQUIPMENT PIASJ EXTERIOR EIEVATfON REfERENCE REV(S1�N INOICATOR A5.13 BUILDING SECTIONS K1.2 BUILD{NG CpNDItIQNS AND VENTILATION PLAN ���� •��S K1 Ll3MBING PLA A5 2 0 AUDffORlll�l WALL SECTIONS �E �j; ORAWING LEITER K1.4 EIECTRICAI. PI.AN A5 2.1 COMMQNS/ENTRY WALL SECTIQNS K2.1 fABR1CATI0N DETAILS IM[�tt1N DESIGId OEVEL�HF NOVE6t$ER 19, 2402 r,, � A SHEET Nl3M8ER ENqRCLED A5.2 3 KI�D'ERGAR ENN WALL S C QNS SECTIQNS K3.1 IXHAUST HOOD DETAILS UE51GN DEYEL(?PNENT FEBRUAR1f 1�. 2003 ° �Slq+l DEVELOP�IEN! A�ARCH 17, 2003 ° A73 B A5.2.4 pINfNG/IOCKER ROOM WALL SECTIONS CdNS�RUCTiON �UI�EHT'S I�AY 9� 20U3 � aui�a�c A52.5 AUXILIP�RY GYM/STaRAGE INA�L SECTIONS THEATER SYSTEMS � 0 A5.2 6 MAIN GYM WAIl SECTIONS S52 2.0 SOUND SYSTEM lAYOUT - BASEMENT LEVEL PIAN � INTERfDR ELEVATI4N REfERENCE a5.z� �o�wEST cou�rrn�o w� s�c�o�s �2 2, sn,�n�R cv�r�u i nvni�r - �aiN I�VEI_ PIAN - AREA 'a' � I A5.2.9 CLASSROOM WALL SECTI�NS .2 ll WALL SS2 2.2 SdUND SYSTEI� LAYOUT - MMIN LEVEI PIAW - AREA 'B° - A5.2�Q ART/COMPUTER LAB WALL SECT�NS 552 2 3 SQUND SYSTEM [AYOUT - I�IAAIN LEVEL PI.AN - +4REA 'C" 1 A5 2.11 GALLERY/MUSfC WALI SEC�IONS SS2 2.4 SOUND SYSTEM LAYOUT - UPPER LEVEL PtAN - AREA 'A' DRAWN: TM f KS ! , A5.212 fAST ENTRY WALL SEC110NS SS2.2.6 SOUND SYS�EM tAYOUT - UPPER LEVEL PLAN - ARFA �C' SS�.O 0 SOUNO SYSTEM ONE lINE DIAGRAMS C�IECI�D: A6]A fNIJ�RGED STAIR PtA�S / SECTIONS $�•Q-� ���� ��� ��� �C A6 L1 fNIARGED St�iR PIANS / SECTIONS TS2.2.0 P�RFORMANCE llGHTING SYS�EM [AYOUT - BASEMENT LEVkI � �� [�.1f1�4NS: A7.1 D N+ttERiDR ELEVATiONS 7S2 2.1 PERfORM�NANCE LIGHTING SYSTEM lAYOUT - MA1N I_E1�Et PLAN � PRt� E�T TEAM � E T� N � A7.1.1 INTERIOR ELEVA110NS MATERIAI.S F I R E P R�}T C � _ A���A A7.1 Z INTERIOR ELEVAiiDNS A7.13 INTERlOR ELEVATiONS TS2 2.4 PERfORMANCE L1GHTING SYSTEh� tAYOUT - UPPER IEVEI ��{ BATf INSULATION � SAND / MORTAR / OWNER IANDSCAFE ELECiRICAt ENGINEER A714 INTERIOR ELEVAiIONS P� - �*A� A7.15 INTERIOR ELEVATIQNS TS5 0 D STAGE RIGGINC - PIAN AND SECTIDN - AREA "A' PLASfER � CEMENT FlRE PROTECTION RATING REQUIREMEtdTS FS3R BUILDING AND STRU�TURAI. GOMPQNfNTS {1RRE RffEREED 3� IN VAII. lul()UMAIN SCHOQL �ry��as Beoudn Ganze Cansultmg fng�n�ers, Inc. TS5a.1 PERF4RMAidCE SYSfE�IS DETAILS THE CODE DATA CHART QN SHEET AC210 & AC2.1 1 THfS CFIART I5 TAl(Eld FR0�1 C4DE TABLE 602 QF THE 3160 Katsos Ranch Ron� 1200 Bannock Street 14142 Denvex West Pkwy, Sui4e 195 A7.1.6 INTERIDR ElEVATIONS �� �p� RIGIO �1SUlATION MA1N C(}DE, AND UST THE APPLiCABIE PRINARY ASPECTS OF iHf BUMING. THIS CW1R3 �$ REFEATED IN THE Yol, Cotorado 81657 Qenver, Colorado 802Q4 Golden, CO 80401 A711 INTERIOR ELEVATIONS EffS. / CELkUTAR GtASS SPECIfICAT14N SECTill� Q78i1 �SPR,4YE4 F1RE RES�12lCTNE MATERIALS°, IO REflU}RE THIS LEVEL df FIRE 974476�50 ��»•�� tP.O. Box 39 Vad, CO 81658) A7.18 INTERIOR EIfVATIO� •3> •• �� ` C4NCRETE � ROUmi W04D PROTECTiON FOR TNE BUftDING. Enrl R. 1Ne�sk�tte� Business Manger Cra�g U,ckers, Pr,ncipal in Charge Jon Braoks, PE A7.19 INTERIOR ECEVATIONS f�„�� �����T ���e �a�Ra, ianclscape Architect A,.,.,o INTERIOR ELEVATIONS VAIL MaUNTAiN S�H�OL lYP1CALLY: FOOQ SEi�VICE o. ALL FIRE PROTECTION OF STROCTURAL �EMBERS � IX3NE WITH SPRAYED i�ATERUILS. KGpp Colussy Jenks DuBo�s A71,i1 INTER�OR ELkVARONS VQII Cfll0fd�0 PRECAST �' B�OCKI►�iG OR STRUCTURAC ENGINEER SYSTEMS DESIGN INTERNATiONAL � .����c� CANCREtE SHII�NING b All EXX('�OSED STRIJCTURE ANO DECK l�IORE THAN 20 FEEi ABWf THE �LOQR IS N4T FIREPROQFE ArChite�is P. G. E 1512 lanmer Street, $r�dqe Level JVA Consultmg Siructuraf fnqEneers 5200 6TC Pkvry Su�te 500 c. ALL CONCEALEQ SfRUCTURE ANO R40F OECK IS fIREPRO(}FED l ���� �q $p��z 1319 Spruce Street Greenwood Yllage, Co $011 i A8.10 DDOR AND FRA1�E TYPES � C�NCRETE 0 �INISH WODD d ALL. �LOOR AECK �WtiETHER CDNCEALED OR NOi) IS NOT fIREPR00FED. �,�f� 303.8931990 Bouader, Colorado 80302 303.771.0034 A$20 WINDOW � FRAME TYPES MASONRY UNIT e.All 'FlRE SEPARATION ASSf}�BL�S�ARE TQ 8E CONSTRUCTED WftN SHEATNiNG ,�t Greg Cromer AIA, Principal in Chorge 303.444.1951 M,ke Einn , � ����� � BRICK �� PLYWODD TO 08TNN APPROPRIATf RA11NG. C p�(�i�, Tim McKay, Project Arch�tect Thornas P. Skinner, P E. A9.10 PARTITION IYPES � ���'r �� � ■� � � � � � r�rNS � s � , S�OKE R4TED INDICATION THE SPECIf1CA710NS RfWlf� THE FIREPt�04flNG SU$CONTRACTOR TO SUBN�{ A SCHEDUIE LI5iIN6 CML ENGINEER �FiFATER SYSTEMS SiEEt PARACEE B4ARQ ALL COMPONENTS TO 6E FiREPRDQFED, APtD iNE U 1. TEST{OR OTHER REC�JIZEO 3�EST� JVA Consult+ng £ngineers MECtiANICAI ENGINEER David L Adams Asscoiotes loc 1D2.10 BASEMEM ANU M�WN EEVEL F{NiSHES PLAN PRQ�CT OATA SHEET , � � i i �� 1HAT DESCRIBES THE FlREPROOFING TO ACHIEVE THE RATItdG. 1319 Spsuce Street Beaudm Gante Consuli�ng Engineers, Inc. 1701 Boulder St. ID2_11 UPPER LEVEL fINISHES PU1N ��� l NR FfRE RATED It�1CATIaN 8ouider, Colorado 8D3fl2 14142 Denver West Pkwy, Suite t95 Denver, CO 8021t j�qy �, ZaQ3 " -+�� STONE �II�� CERA�lIC TlIE FIREPROOFING = 303.444.1951 Golden, CO 8Q401 303.455.190Q RODf = P732 Kev� Tone, Pr�ncipol in Charge (P0. BOZ 39 Vail, CO $965$) Skephanie Adams, Sound Sysfems ���� � �LOOR = D925 Noward hicHenry, Praject Engineer �lathew D. Walface, P E Mike Baraharli, Aeousfics � Gyp$�M gqARU � ACOUSTlC T�,E C4LUI�NS = X771 � _ � \� � . .- - � a `��.� � , � � � ,_ ----�. , � � . � , __ ----._,, � ___ _� P.\2001-028.00 Va? �a1tn School�2 Drflw�ngs\Q1 Architectural\CD�vm-AO,t.O.dwg May 10, 2003 ' , � � , , � ; � . � Ki.tYP Coi.iJss�i J�tvxs DuBois ARCHITECTS, P C � O Mamber•Americon Instifute of Archdects WHtar Square, 1512 Lcrimer 5treet BNdge Levet,Denver,Golarodo$0202 ph 303-893-1990 fax 303-A93-2244 � L�''L�h�� ,�� �?� ����+��� �. �� �:- '� ` . �•r��;.• v. �: ��`, •��-:, % �\ ��'/c� '� ` ?�� „� �.`� ` � ��� y �:, � , y �e ���� . ` �;���' �s,,,�, � ..� �\�� �"�\ , `�� � \.Q�'� � r '.� � � � �, � �� � � "C..` Za: � � •�. Le.\ . ��.�'�°'�. � y � 1, � �` s� .,.; '�. `�a. � � `�` ��`�`U � ��� � C �'���'c� ¢ '�\ . '\��\ ` �,�,��, . " ,,tiya<z�.�.o� u��p2.4 \�•c v�a.\. .`���. � 1 r ���.. � °>lca,� �� oS,�E"`� �.. . 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' „� e.��rv'�S::i 5` � . 2. ` ��: p `b .�, _�' a' _ ���.;` _ �" � � �" �:�' - � .a' '� r �r• _ - �Z:� 4 A�:a - .����� � L` -� ! � ; ` �G e � � � � � �,`. ,',� �/ ti .S h .,�� '_w - \3. . t'1�.0 ck�FY� v��, � '� ' c S \ � ��'\ .h$��� ti�. '� • . l \'� '` � . ��. ,@ \ ���r�'k:. . Ad . •�` bV� � BE1ILtlING PHASING PIAN \,� a y� : ,�.. =o .^��'\t�.`a- F_' �a^ � , nn(��} �.` ', �.>i:. �\, \ ,.�.c,�'. . � �. . `�a °��,,. � /+){�t -Y� �� ir:,"ro. �x.��, �, .`�c i`�,- , ,� ,t y •� •,� ��•� '�� c;S';�w:<v. l' ' May 9� GUVJ � �•- \- •9 i `�`�, `�'�• ���. - ._.t�f�yZl'.a � _ *. �\ . \ � �, . .�� ''� N j:\'..a ��j� � • ,'�� � � �� `� ��'��' ���2'� � .� ,:� . .,\ .,.y�.. ? .'�' . `,�`��'�y�'%� `\�,�-. �,` \,.,k.\ . . .':�"���2"...:.a..�,�'ifi`'.. - � - �� � � e �_�.�, �,.. ` �. �� e����� :�. a. .`,\��?.� ` ,' ` �e � - t�. 3`' ` 4.��i, 5. � �.�,`yc .� �. ;� �'�R ,� '���. e, °?� �t, .� • �.^ .����:�� ' � `��. ,x` s, �Y� ��ti� ,a �-.� �ci?e , x , �'".)3. . _ ��. Y'�: .�;a�s' `.' ���:v�.� rfiJ:^�'h•`. :w'v?u,: @-• . \�f `s..` r__-__--1 F l.� � � I � 1 I i t I ' i i � S __� L------J � BUILDING PHASING PLAN- PHASE II �----{ A0.3.0 SCALE: 1/16"=1'-0� �----, � � P:\2001-02$,00 Vrnl �tn School\2 Drawings\Oi Architecturai\CD\vm AQ 3 Q dwg May 0�, 2603 , � � _ ' - GENERAL NOTES: A6BREVlATIONS LEGEND KLIPP COLUSSY �ENKS DUBOIS 1. ALL MATERfAL AND WORKMANSHIP SHALL BE !N CONFORMANCE WiTH THE LATEST STANDARDS AND ASHTO ASSOC. OF STATE NlGNWAY AND JTS JOINTS 0 SURVEY CONTROL POINT ARCHI7ECT5, P c SPECIFICATIONS OF: THE TOWN OF VAIL; EAGLE RIVER WATER AND SANITATlON DISTRICT THE CONTRACTOR TRANSPORTATION OFFICIALS SHALL HAVE IN PQSSESSION AT THE JQB SfTE AT ALL 11MES 4NE �1) SIGNED COPY 0� APPROVED PLANS, ABAN ABANDON ♦ THRUST BLOCK Mamber Amer�canlnst(tuteofArch�tects STANQARDS AND SPECIFIGATIaNS FOR EACN RESPECTIVE GOVERNING AGENCY. THE CONTRACTOR SHALL AC ACRE KO KNOGKOUT OBTAIN WRITTEN APPROVAL FOR ANY VARIANCE 70 THE ABOVE DOCIJMENTS ADDL ADDlT10NAL KPL KICK PLA7E Y PROPOSED HYQRANT Wnt��Squdre, 7 512 I.arimer Street ADDM ADDENQUM KWY KEYWAY Bridge Level,Denver,coio��o sozo2 2. CONTRACTOR SHALL OBTAIN, AT HI5 flWN EXPENSE, ALL APPi.ICABLE CODES, LICENSES, STANDARD ADJ ADJl1STABLE � NORTHING/EASTING RE�'ERENCE POINT ph 303-893-1990 fax 303-893-22Q4 SPECIFIGATlONS, PERMITS, BONDS, ETC.., WHICH ARE NECESSARY TO PERFORM THE PROPOSED WORK. AL ALUMINl3M ALT AL7ERNATE L LEFT OR LITER � SO1L BORING 3. THE CONTRACTOR SHALL BE RESF4NSIBLE FOR NOTIFYING THE APPROPRIATE GOVERNING AGENClES AT AMT AMOUNT LF LINERR F007 � LEAST 48 HOURS PRIOR TO START OF ANY CONSTRUCTIQN. !F WORK IS SUSPENDED FOR ANY PERIOD OF APPROX APPROXIMA7E LP LOW PRESSURE OR LIGH7 FOLE � GATE VALVE TIME AFTER THE 1NITIAL STARTUP, THE CONTRACTOR SHALL NOT[FY THE ApPR4PRIATE GOVERNMENT AGENCIES ARCH ARCHITECT(URAL) LT L1GHT _ 48 HOURS PRIOR TO RESTART. ARV AIR RELIEF VALVE LWL LOW WATER LEVEL ��>> EXfST SANITARY MANHOLE ASTM AMERiCAN SOCIETY FOR TESTiNG AND MATERIALS 4. THE CON7RACT�R SHALL BE RESPONSIBLE FOR NqT(FYING THE TOWN QF VAIL FIRE RESCUE DIS1RlCT OF ASPM ASPHALT r�� EXIST STORM DRAlN MANNOLE AL! STREET CLOSINGS AND EXISTING FIRE HYDRAhlTS TAKEN OUT OF SERVICE AT LEAST 48 NOURS PRIOR TQ ASSY ASSEMBLY MAINT MAINTENANCE THE S7ART OF CON5TRUC710N. ASYM ASYMMEIRICAL MAN MANIlAL � PROPOSED SANiTARY MANHOLE AUTO AUTOMATiC MATL MATERIAL 5. THE CONTRACTOR SHALL N031FY ALL PUBtIC UTILITY COMPANIES AND DETERMINE THE LOCATIQN QF ALL AVG AVERAGE MAX MAXIMUM • PROPOSED STORM DRAIN MANNOLE EXI5TING UNDERGRdUND UT[LITIES PRIOR 70 PROCEEdING iMTH GRADING AND CONSTRUCTION. ALL WORK AWWA AMERICAN WATER WORKS ASSOC. MECH MECHANICAL PERFORMEQ IN TH£ AREA OF PUBIC UTILiT4�S SHALL SE PERFORMED ACCORDING TO TN� REQUiREMENTS OF MFR MANUFACTURER ►� TEE WfTH THRUST BLOCK THE AGENCIES. THE CONTRACTOR SHALL SE RESPONSIBLE FOR LOCATlNG ANY EXISTING UTILITY (INCLUQING MN MANHOLE DEPTH) WHICH f�AY CONFLICT WI3H TME PROPOSED CONSTRUCTION. THE CQNTRACT4ft SNALL PR4TECT, AT BC BACK OF CURB A�IN M(NIMUM � BEND WITHt THRUST BLOCK HIS OWN EXPENSE, ALL EXISTING UTfLITIES AND BE RESPONSIBLE FOR THE REPAIR IF TH�Y ARE DAMAGED BFV BUTTERFIY VALVE MISC MiSCELLANEOUS FIELD 1NLET C O PY R I G H T 2003 DURING CONSTRUCTION. BLDG BUILDING MJ MECHANICAL JOINT � BLK BLOCK This document is an instrumant of serv�ce,and 6. ALL KNOWN EXfSTiNG UTlLITIES ARE SHOWN 1N APPROXIMATE LOCATIQN ON THE PLANS. TNE ACTl1AL B�I BENCH MARK H COMBINATION INLET as 5��s�,remains ths property of the Architect Permission for usa of this document�s limited LOCATION MAY VARY FROM TNE PLANS, ESPECIALLY IN THE CASE OF UNDERGROUND UTILITIES WHENEI/ER 8Mp BES7 MANAGEMENT PRACTICE N NORTH and can be extended onty by written agreament THE CONTRACTOR DISCOVERS A DlSCREPANCY IN LOCATI�N, HE SNALL CONTACT THE ENGINEER IMMEDIATELY. BS BACKS{GHT NA NOT APPLICABLE C�I TYP� R INLET wrth Klipp Colussy Jenks DuBols Archifiects,P c 7. 7HE CONTRACTOR SHAI.L BE SOLELY AI�D COMPLETELY RESPONSIBLE FOR CQNDITIONS AT AND ADJACENT BSMT BASEMENT NIC N4T IN CQNTRACT � BVCE BEGIN VERTICAL CURVE ELEVAl10N NPT NATI�NAL PIPE 7HREAD ELECTRlCAL L1GHT POLE TO THE JOB SITE, INCLUDiNG SAFETY OF ALL PERSONS AND PROPERTY DURING T1-IE PERFORMANCE QF THE BVCS BEG1N VERTICAL CURVE STATION NTS NOT TO SCALE WORK. THE CON7RACTOR SHALL PROVIQE ALL LIGHTS, SIGNS, BARR(CADES, FENCING, FLAGMEN 0� OTHER Q NEW PIPE !1J SECTION D�VICES NECE5SARY TO PROViDE FOR PUBLiC SAFE7Y. 7HIS REQUIREMENT SHALL APPLY CONI1NUOUSLY ANQ NOT BE LIMITED TO NORMAL WQRKING HOURS. CB CATCM BASIN OC ON CENTER � EXISTII�G PIPE iN SECTION CCW COUNTER CLOCKWISE QD OUT5IDE DIAMETER 8. TOPOGRAPNIC SURVEY 8Y EAGLE VALLEY SURVEYING, iNC., DATED 12/20/01 WITH SUPPLEMENTAL SURVEY CDOT COLORADO DEPARTMENT OF TRANSPORTATION OPP OPPO5iTE �� PROPOSED PIPE in�Fr�R�nar�n� PRnvinFn aF�R � � cr� cuoic r��T ��r� ..CCOPJD o�� o��ori�� � � 9. BASIS QF ELEVATION: SANITARY SEWER MN #80.8, INV. ELEVATIQN: 8312 6 CIP CAST IRON PIPE EXISTING STRUCTl1RE CJ CONSIRUCTION JOINT � NEW STRUCTURE ! 10. BA51S QF PROPERTY LINE LOCATION: MONUMENTA710N SHOWN ON SURVEY CL OR C/L CEidTER LINE OR CNAIN LINK PC POINT OF CUftVATt3RE GLR CLEAR PCO PRESSURE CLEAN OUT � BUSHES, 1REES 11 BEARINGS AND DI5TANCES ALONG PROP�RTY LINE SHQWN ARE AS SHOWN ON ThE SUBDIVISION PLAT CMP CORRUGATED METAL PiPE PCR POfNT OF CURVE RETURN CMU CONCRETE MASONRY UNIT PI POlNT OF iNTERSECTtON ��:�=f;���n;��:�.�,g� `"�"�'��'r�`° � ASPHALT PAViNG � ONLY. CO CLEAN OUT ;�'���;;��T`�, PVI POINT OF VERTICAL l�3TERSECiiON .",.�-�_.�. CONC CONGRETE PL PROPERTY LlNE CONST CONSTRUCTION PE POl.YETHYLENE r'; ;,.��' CONCRE3E PAVING � ✓ CO�iT CONTINUOUS(ATION) PR£FAB PREFABRICATED EARTH � COR CORNER PRELIM PRELIMINARY � � C�t CONCENTRIC REDUCER PREP PR�PARA7'ION � GROUT CTR CENTER PROP PROPOSED � CY CUBEC YARDS PRV PRESSURE REDUCING VALVE OR -""� PR�S�URE RELIEF VALVE � CONCRETE � PSF POUNDS PER SQUARE FOOT � `�� SAND DEFL DEF'LEC7(fON) PSI POUNDS PER SQUARE INCN '''�` � , ,, DEMO DEMOLIT{ON PT POlNT OF TANGENCY —————���———— LIMITS OF GRAVEL SURFACING DiAM DIAN{ETER PV PLUG VALVE --------------- � DIAG DIRGONAL PVC POLY1lINYL CHLORID� OR -p,,, � _ _� �__ ,-.�_s.o EXISTING CURB AND GUTTER DiP Rt1CTILE fRON PIPE POINT OF VER7ICAL CURVA3URE `�`. , `�� �`�" T ` �`. � DN DOWN PVMT PAVEMENT PROPOSED CURB AND GUTTER DR DRAIN DWG DRAWING ����� -` "_' ` �M "- EXISTING SIDEWALK OR CONCRETE PAD DWL DOWEL 4TY QUANTITY ___ � _�":���_v r_ :.____}.�_ __ � � � t ' ' � � � ' � PROPOSED SlDEWALK E EAST RAD RADIUS __,� _ ._ _ a,> ,�,� _ _ - EXISTlNG WATERLINE (WL) AND SlZE IN INCHES EA EACH RCP REINFORCED CONCRETE PIPE "� ECC ECCENtRfC RD ROOF DRAIN EJ EXPANSION JT RE REFER�NCE PRQPOSED WATERLINE EL ELEVATION RECT RECTANGULAR - -� - --- . , - ----- - EXI5`t1NG SANITARY SEWER ELB ELBOW REINF REINFORCE (D) (ING} (MENT} �� Ei.EC �LECTf21CAL REQD REQUiRED PROPOSED SANITARY SEN/ER I ENGR ENGINEER ROW RIGHT OF WAY EOR EDGE OF PAVEMENT ------ -�----�.,� ------ - - EXISTING STORMDRAIN r���� : ���� EQ EQUAL EQUIP EQUIPMENT 5 SOIJTH :�,� � PROPOSED S70RMDRAIN EQUIV EQUiVALENT SAN SANITARY ��,,. � ESMT EASEMENT SD STORM DRAIN - -•-��:�- -- - -- -- EXISTING GAS LINE tG) AND SlZE !N INCHES .,� • � EST ESTIMATE SECT SECTION � � � EVCE EiVO VERTICAL CURVE ELEVA�ON SPD SO1L PROCTOR DENSlTY �—G---- pROPOSED GAS LINE � � EVCS END V�RTiCAL CURVE 5TATION SPEC SPECiFlCATION �� ����� *F EW EACH WAY SQ 5QUARE ---- - --� - ------ --�-- - EXIS�lNG TELEPHON� LfNE �.. � EXP JT EXPANSION JOINT SQ IN SQUARE INCN �� � �kt� ��,� EXIST EXISTING SQ FT SQUARE FOOT T PROP�SED TELEPHONE i.l�{E �� � SQ YQ S4UARE YARp SS SANITARY SEiNER RD PROPO5ED ROOF ORAIN FND FOUNDATION SST STAINLESS STEEL FES FLARED END SECTION STA STATION - -$ � �--- t.� --- --;:�'� EXISTING OVERHEAD ELECT�IG UTILiTY AND POVI�R POLES FF FINI5N FLOOR STD STANDRRD 1 �/ FG FINISH GRADE STL STEEL �•� ��•�• ORAlNAGE FLOWLINE ���11•/, FL FLOW LfNE STRUCT STRUCTURA� `� `� `, `J`J�I1� FN FENCE SWMP STQRM WA�ft MANAGEMENT PLAN �- - � , ------ - -- --- EXISTING FENCE FOC FACE OF CONCRETE SYivf SYMMETRICAL CONSULTING ENGlNEERS FPM FEET PER MINUTE PROPOS�D FENCE .lVA, INCORP�RATED FPS FEET PER SEGOND FT FEET T TEE ,>=f, ;',, ��=-,y'.=`;�=';,.-`, ABANDONED U7ILITY FTG FOOTING OR FlTTWG TBM TEMPORARY BENCFi MARiC ARCHITECT'S PROJECT NU�IBER: '`--=�"'�"� . , • � • �, ; DEMO (REMOVEj UTILITY ZOO� .O2S TE�IP TEMPORARY - -.L��'-�-''�,�=�`- ' THK THICK , , . , r'�,�-i- ;%; , . , � G GAS T48 TOP 0� BANK LIMITS OF WORK �� GA GAUGE TOC TOP OF CONCRETE Oft TOP OF iMERI�t DESIG�I DEVELOPNENT NOYEAIBER 19, 2402 � GAL GALLON CURB ------------ EA�EMENT �INE DESIGN DEVELOPMINf fEBRUARY 14. 20Q3 GALV GALVANIZED TOT iOTAL pERt�IT REinEW I►�RCH 17. 2003 � GIP GA�VANIZED IRON PIPE TW TOP 0� WALL - - SECTlflN LfNE �pry���p� pp��p,� �{py g, Zp03 GND GROUND TYP TYPICAL GPD GALLONS PER DAY - - — PROPERTY LINE/R4W Gp�l GALLONS PER MINUTE � CRTC CRA7INC UBC UNIFORA.) BUt�DINC CODE I�AATCNLI�IE GSP GALVANIZED STEEL PIPE UGE UNDERGROUND ELECTRIC GV GA3E VA�VE UTIL UTIUTY �_�`�2p_��i PROPOSED INOEX CONTQURS ����2j�' PftOPOSED IN7ERMED{ATE CONTOURS DRAWN: H�IM ti HIGH VERT VERTICAL , HB NOSE 616 VC POINT OF VERTICAL CURVATURE �`"` ���;a,. ,�,� EXIS7ING IND�X CON1'OURS HDWL HEADWALL .. '" '"�"` CHECKED: Kqr HE NORIZONTAL ELLIPTfCAL � ti-;�r , EXISTING INTERMEDiATE CONTOURS HNDRL HAND RAIL W WES7 ��-` HORIZ HORiZONTAL W WIDE OR WIDTH -`""� � '��'�- PROPQSED (NDEX CONT�URS (BY OTHERS) HR HOUR W/ WITH ';:-"-�,�-,°-. REViSIONS: HVAC HEATING, VENTILATION, W/0 WITHOUT r �r �;�, - PROPOS�D 1NTERMED3ATE CONTOURS (BY OTHERS) AIR CONDlTI41JING WSE WATER SURFACE ELEVATiON `"� � � HWi.. HIGH WA�R LIP�E WW WASTEWATER LEGEN D MWY HIGFlWAY WQCV WATER QUALfTY CAPTURE VOLUME HYD HYDRANT DETAIL TITLE 1 DETAIL NUMBER 1DENTiFICATlON X SECT CROS5 SECTf01� S���� ��.� SHEETS 1NFlERE 1NE DETAIL iNCL INCLUDED 4S CALLED DUT ID INSIDE DIAMETER — INQICA7ES SAME DRAWING 1N lNLET YH YARD HYORANT 1NSUL lNSULATION YR YEAR RE�AIL NUMBER IDENTlFiCATION �AIL MOUNTAIN SCHOOL iNV ENVERT 1 _ SHEET WHERE THE DETAlL IS DRAWN �QI�, Colorado — iNDiCATES SAME DRAWING REVISION CLOUD REVISION NUMBER General Notes, tegend, and Abbreviations - May 9, 2003 � STORM SEWER STRUCTURE _ � SANlTARY SEWER STRUCIURE ��� � r � . 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COMPACTED TO 95% SPD ° � � ,- / , � , . -� MAX 8" LIFTS TYP _ , � -- , • _ � � _ _ - - � -� _ ; , BW 43.0 _ . � � _ , • UNCLA551FlED BACKFILL .. - - - � -� - / - ` � p� , ' � ' ' ' %,/� /i�f�� . _ , � 1- ' 1 . ,Q� ' � ` 12" M�N ~ . + , . .. . ; , . 42- , � _ _r � ,. , COPYRIGHT 2003 , . _ ,�, 1 . , , � �,• - .. � - , � . v � - - _. � . - _ ONSlTE BACKFILL � , �, , , . , . - ..� - - ' � ' ' ' ' . - �- � ' " � , • � ,� ' • ' - � ' ' COMPACTED TO 95% SPD T#i�s documont ig ari �nstrument of serv+<e,and __ _� - , . , , . ,, - - - r ' ' ' <.� ,� � � � , � ` ' , � . ` , ,� ' , ,` _ , , _ 6 Ml�i - MAX 8 LIFTS (TYP) � , , , _ ! , �.y � , �, t , _ 1 , _ _ , Permission for use of this doc�ment �s l�m�ted _ � » os such, rema�ns the proparty of the Architect. __ - , '• � - , / ' , . _ , , _ . ► ^ _ � ._ , _ .� BW 8352.00 . � ��� _ , { , �} � � , � , and can be extended only by wriHen ogreement � '" ,` i��/,�//�� . 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OUT 8320.9 E _; . , _ . , �' _� f`�f , �� �a_rr _ ' ; -� _.,_ _.� ; !_ t ��� -� �t__..._...... i » `� �{� „ _�.,.___ ���r - • _ '�� ?/^_ ��^ - 'O r�-, s - r-,� rw� \ � > ' �� 'i 4. %�'{ ,t , ._.__.._�_......_�-,-., w.,.._ _»_.�._.. _ � r ..,_. • _ � �, ' , „; /J�' + . , ; �-, � ��sp.<<, ,�;i.�:�;�L�RES ; �.,, .,,.,' �; > '-' -� N9956.42 iS TO BE 1 L�SS IN ELEVATION THAN £XlSTi � F�_ k ; ' TY�'E �'f 'FIE�+�NC�T _��. � ,� .t . _ �-:.. ,; __��_ _ .,.___,_�_._..._.�._._�.------ -__.-�--- � _ ______ RIM 83��;1�` � __.�_,� ..�. _. �!-, � _ _, �__-. --___ �'�-� ,��.��� ___ __ _-_ _ ,_,_; _���___.----- - � ��{J: �..1,�.+'i...�.r_ � l._ _. .�. � � y„" � ��'��._f tlVl ; a .� ` � ....� �� �� �•_ •T � � � `�E4935.88 FRONTAGE ROAD CENTERLENE. FIELD VERIFY � � �� � �= -.4 f 'i"" L � ��� �,����- �� � � ' - : �';�_,��,, . � i s , ,��' GRATE�8326.�0� 4 °1N�` 1�.�3���L4---�_._ � - - t�--, � �r �� f��� ,:. , }. � , �, ; � - _ f , 1.5" CONC FES ; � � �'� � � r" z---� ACE B ULDE �"�, � F r � ; INV OUT;�3��.3 !� � ---- w -��:,�`:,;<i,_;; _��• ; , t , ' �} z �- ; ' � �`'; .f CONNECT TO EXISTING 24 CMP CENTERLINE ELEVATIONS AND PL 0 RS - � � _ - . N _ ._ ; . � � �:�-:-�._:5.�-::� �. _ ���..�,. �- ,�, ,;, � ; ,'; IN�il� 8�?4.00---z ; ` � ' ' , _ � . �_� ___ _. _ __..____ ��• � . . , , ,; � �' . ' ' ° � �G��� :'INV 8326.50 ,.� � N9�58.t0 �- - �°.� �_ -- .� �__ � "�y t_.��� AS NEEDED TO MAINTAIN HEIGHT OF BERN! = IN�7'Ot�T $323'.80 w __ ._ J ;r�� �. �'i;F'��_`�`�f, `, f.x�+� w�� '�-�;''�-{�-; �___. 4 � >}fc Y.`r�.__. __v�-�.�.�.�:��.._._ _...._..�__ __ __.��__. _._�.w_.____ .___ _ -_-_ --ti�._._ _ _�, _ _�_ __ -__ __.',_',;._. �_ � � N��52.;4���;�_.,` . � i_ _ E5198.70 �'� � E6430.89 � GRADING AND DRAINAGE Pl.AN i - - � ___ __ ' �' ` � �x=;'� ;,;� - - - ---_�_-�____ w _�_ � ._ _ - _ __-�__ t . �, � - _ __ _ ,__ _ `` -�; _r_ . . _ _ .__._ _ .. _____ __.. 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' � _ � � IN OPEN FIELD IN STREET UNIFORM SAW CUT LIN� NEW STREEi ASPHALT/CONGRETE � BACKFILL FlNISH GRADE SURFACE Pi210R TO PAVING , 1, �2�� � EXI5TING 57REET SURFACE � K t,i p p C o z.u s s� ��rr x s D u B o z s � ' \�/���% �� ���������/���� ���� ���i,.,.�`%.�,�:,,�:,.���v.%. ��r.,��'�`viyy!,�`.�-- EXIS7ING BASE COURSE ; �\�/�\�/\\/�\���\/I\\/\\/\\�� \i'/\\\\ � � � a�, ARCHITEC75, P C \���/� \�\i \�\/ �\� /�\/\/�\ ���%\/ // / `��\` \�j\�j\�j� \�r\ �\�i\�j\��\�,,�\f \�: , Member Amencan insht4te o ArcHi+eds � Writer Sqvare, 1 51 2 Lanmer Street � /\�/\�/\�/� ;8° LiFTS MAX\�/�\�/\ ���/%��� UNDiSTl7RBED SOIL SMALL.ER ROCKS TO BE MAND PLACED \ \ \ \ ` \ , \ \ /\\ SIDE SLOPE i Bndge Level Denver,Colorado 8C202 ���//�// COMPACTED BACKFIL!i/�/� / , �\� FOR SLOPE SiABILIZATiON , ' \�\\�\\�\\�AS SPECIFIED "��.�\\i�. 5 i ph 303-893-1990 fax 303-F393-22CJ4 ' `'�/ �i / �/ �/%�'/,i /� / / �JEW BASE COURSE (IF REQUIRED� ' �\\��\\�\\��\\�r\\��\\ \'/�\�/�\// � TYP� L (D�=9") LENG7H = 4 x D 1 , � ��� ��, \ �\ � �o RIP-RAP TO BE 4 (TYP} � ____ \�/\�/�\�/� �/\�/\/�/� ___.-__-- ------ i �,/�,/ /� /� � -v�,�� HAND PLACLD B � �., y � (SIZE AS NOTED) � TRANSITION SLOPE � \ j CLASS - B (SQUEEGEE} , � � SPRING LINE EXPANSION JOINT s� �r., 9.1 (MAX) ' \ � BEDRING MATERIAL �\�/�\ .. � � '" � � ��/�/ � � -�s'�o SEE NOTE 2 a � N � / i \j\�j\� ' �%\�� � � .%%%'� � � GRASS A ,. ' � ���� ' t „�,,, ; �/ �� � \\\�� PAVEMENT COMPACTED FLARED END SECTION � 1 \..��,.� ��� i / / / „ ,,, �\��\�j�\�' �� '';',�;' 30' 6" MIN � � TOPSO{L GRANULAR BEDDiNG � (SIZE AS REQ D) � � COMPACTED BACKFILL (TYP} -��� �\� �;;�,`'.' : . �\��\���� 8" MIN CONCRETE COLLAR MATERIAL B CONDUIT BEDDING {AS REQ'D.) f / REINFORCED CONCRETE PIPE `� ,;;�;,, �ij��.�•., � .. , . y ��; ► ,,,,, � .,;,:,:,:,;,:,: 3» �\ ; ,:� ,, � INLINE QRAliV � '° ;;,,,,,,,, �/ ' �`.•"°;,..� > FILTER FABRIC (TYP) � SECTlON A-A pR�PAR�D SUBGRADE ° �� � :%%,:%�;%%:��' �...-.r :.; .. . % IN OPEN �(ELD iN STREET 3 RADIUS �����-�� SURROUND INLINE DRAIN W/ , •. ; S£CTION � ....., r �,�,�,�„ UNfFORM SAW CUT LINE � nP �f�' ��� 1'-6" SQUEEGEE (1YP) � �°' ;:." � NEW STREET ASPHAL7 / CONCRE7E _ � 5 �Y V�� . �' � . �. . PRIOR TO PAVING ���` G�� °�N '��= °���5�° ,1��'� , COPYRIGHT 2003 FfNISN GRADE SURFACE �j �� : F, .�1 � HACKFiLI '--�i= �_ A.. 0�4 �,� �F SDR35 PVC 5EE PIPE HAND p�q��p FXIStiN� �yA�N 7hfs document�s an instrument af sarvice,and F HDPE PIPE ADS N12 - RIP- S � 4. EL �5 S„�n, remains ihe property of the Archrtect EXISTING STREET SURFACE II!-II- � � � Rqp �'� L�P 12u'�` ,�- �Il�fl� OR APPROVED EQUAL} , ;,� . +v, BEDDING DETAIL (SIZ� qg ��.�p ,�av_,�, t (Typ�� � =k I� ��I_ , ti•i : ;��; Perm�ssion for vse of this docu mant �s I�m�ted ��/ �/� �. \ /\f\/\ \/ '�,'• EXISTING BASE COURSE '�E C ' { I` `�r�'�' ' y 2` ��„� f' , Y Y 9 ��'� : ; '�1+,., , .. �',;h�...,,,. ,;,' R�O� `�-^�.-�..,_ and can be extended onl b wntten a reement /��/�� � // �, �//� � � /� ��� `� ����� ♦�� ��� ,. . �1_ d � �r" `�r_ . `,t�:y ,, , t` �y 5 '� - - {Y , h pp u sy Jenks D�$o�s Archrtects. P G ������ �/�/� � �\� � � � � ��� /� � ��� �., ��: �k , y.: ��" ��,y:�', �r r°�` k•_ ��� � \� \� �� \�r\ r\ r� � � � � �/� '�IIIi�IT - N�TES. :}^Y �;•��'w�°'` "��" `->' .,�4: AREA DRAIN COVERS TO BE ,_ ��M ,.af'c W�� Ki� cni s \/\� // fj // /` � H `f // /� /\ {} ';.a *4>� -,:-=-�.�.<,r = v�,,; {'».�T..w, /��/��/� \,�,8 LIFTS MAX�/\ �/�\/ / • 4 ,> ^. �<» M �..,� : A NYL4PLAST 12" HS-20 RATED CAST r �� A �� 1. MAX 2-18 4PENING IN ONE LflCATION �`'�`,�.tt�' ��'4"�, \//\/�\ COMPACI'ED BACKF�LL.�\ \/ ��\� ��DISTURBED SOIL . �Z BASIN �`,�~*��A°", � � � �AS SPECIFlEO � � 2. MAY BE 90 IN S4ME CA5ES IROIV IiINGED GRATE OR APPROVED EQUAL. n x� \�,�\��\�,�\�,. . ,. . ,. , ,;\�, ,�\�,� BASIN TO BE NYLOPLAST i2" OR APPROVED EQUAL. f*�":`�°~ a--ti�� �_ ` ( ' - ' • ' NEW BASE COURSE (iF REQUIRED) 3. DI M E NSIONS TO BE 1NCLUDED IN DETAILED CQNSTRUCT ION PLANS RA _ 4 ��,�.r F{S az� E�� �� o� T � � � . . HiNG�D G TE CQVER AS N47Ep � ' � '�.�o" „ STORM SEWER �UTLET � ' , � 3/8" ROLLED STEEL TREAD PLATE 1/2"X 1" GALV FLAT HEAD MACHINE SCREWS �2 150METRIC ViEW _ DIAMOND PRl'TERN VARiABLE S1ZE ---� � C� 2' OC COUNTERSINK FLUSH W/ PLAT€ 5.0" �4 K�.tfAK J LUNV, WtLU „ S-�E� �M�LLCR ROCI<� TO DC IIAND F'LAC[D � CLASS - B (SQUEEGEE) ,' .• TO L 12" OC �-��`� ' A OVER TOP OF FLARED END SECTfON FOR BEDDlNG MATERIAL ��\�/�\ � � � QUTLET CONDUIT � SLOPE STABILlZATiON � \/�\ ./�// � � PVC FLARED END SECTION \�j/\�`j\ � � \/ � a ° e a Q � � (SIZE AS NOTED) ��\\�\ � �j,�/��/��/ o A Q Q a a 4 � � rn �\r\�r\\ , a _ d r� �� � . .. . .. ., , y„ � // ° ° 4 _ � _r 4 o d4 - � a - '-' Q - � - - �` a - ` - - - -V - r'-` .M. _ - __ _ -- - --- --- - - - FIl.TER �ASRiC ( ) ------�. - - -- - --�6� d�z - - - - - - - - - - _ ____ - - - - - 6 M1N - - -- --- - - - - - -- , , _ \ 4 d a v ° d a a a °' ° � � � � � �� � (V� PVC HDPE PlPE � ° � � a • � a ° �4 o a P a a �1� � SLQPE 1:9 (MAX) � : � °� ° d a� 4 ° e d � � �' L 1--1/4" X 1-1/4" „ � -----�->.---� x COhAPACTELS` O N� � GRANULAR BEDDING PREPARED SUBGRADE • 1. IF UNSTABLE MATERIALS ARE FOUND IN TRENCH EXPA�JSION JT ° a d 4 Q a a DRILLED AND TAPPED FOR 1 ° 4 ° ° ` � ° MACHINE SCREWS C� 2' OC MATERIAL W - f� x 4 (TYPICAL) - BOTTOM, OVEREXCAVATE PER SPEC 4 ° � Q ' (Ml } '� CdNCRETE TO 8E RELlEVED STANDARO (HS-20) RATED 2. TRENCH 70 BE BRACEQ QR SHEETED AS NECESSARY 8" MIN �. �OR SCREW PENETRATION DRAI�I AREA = 62.7 SQ. INCH �2» ( � • FOR TNE SAFE7Y OF Ti-IE WORKERS AND TNE PROTECTION A .tJ OF OTHER tJTIUTIES ww� s��x sn w�.4 x wz.4 WIRE MESH 12� CAST IRON GRATE 12" INL.INE DRA1N 3. MINIMUM COVER 18" BELOW FINAL GRADE SECTION S�CTI�N B--B STURM SEWER PIPE BEDDING DETAIL , S�DEUVAL� CHASE DETAIL � AREA DRAIN DETAIL 3 ST4RM SEWER F'LARED END SE�TION DETAIL 4 ` N7S C1.2 NTS Ci.2 NTS C1.2 NTS ��•2 � � ���' « ��''�` .�'* �``�,� �� �� . � � ,r/�► A 2" DIAMETER TEMPORARY HOLE FQR .� � DRAINAGE SHALL BE PLACED AS SHOWIV �'" �� �" , „ , „ UNLESS OTHERWlSE DlRECTED. THE HOLE � • � 2-0 4-4 SHALL BE PLUGGED WI1N CONCRETE �� �' �' � 24" DfAM Cf MANHOLE FRAME & COVER GRflUT BEFORE ACCEPTANCE OF THE INLET � � Atl AROUNp WlTH PC NON�� SHRINK MORTAR ,� TD GUl fER � B � ��- ���.�``� 1 1 2 ,. � „ �1 . �..t NEENAN R-1706 ORH EQUAL SANITARY SEUYER �� � ¢a9� 8 �� �6 6'-4" ������ �6 OR ST�R�i SEWER IN COVER 1 1/2 R CEMEI�T GROUi' , n , „ �+- 2„ R 601 „ , „ ,> L = 30'-�„ 4'-3 1/2" 4-Q 3-5 3/2 8 5-0 8 SEE NQTE 5 ' i" PER F04T � PRECA5T CONCRETE ADJUSTfNG RINGS 1'-7 1/2" '� . " SEAL W11H RUB'R-NEK PREFORMED JOINT GASKET B � �~ ° �g 09 � � _ __ _ _ _ _ �f�,�rr� ; 24" MfN ' � a °O 2" CLR �03 �___ _ _ _ _ ' ; \'�"����� ECCENTR{C CQNE SECT{ON °O � - 5 1/2" OC ___ ; INLET STEPS � � 03 �� � 03 � A' z .� i Q , „ 501 REQD �'OR ALL ��ODa ��3 C�NSULTlNG ENGtNEERS fF A80VE GRAa� EL1MINATE RINGS 6 1 4" C° ' 601 ' ' ' � ; a 2-11 1/2 a ° 5 ��2�� �� 408 H > 2'-6" '� 8"QC � � ' � 4 �� PRECAST CONCRETE ,�;; „ � » „ A � o � � „ FACE OF ;�, � � � JVA, WCORPORATED IAILET _ • , 5" MIN THICKNESS R1NGS AND CONES v, x ¢ 8 � -� 1�2 � n �, Q � � � 12 OC � 4 c��g , , , FACE OF w � �. c� � � c� � �. 3 CLR � � � CURB MANHOLE STEPS `, a � �- a 3" CLR _.. ; t- - - - - - - - { ARCHliECi'S PROJEET NU�IBFR: � r ��Tr�����.- � �. .. NEENAH R-1982-W ,- > .- t,�, ° � �' i -- ----- a „ ' • �..��.� G�V 1 .0�0 ,. SEAL ALL J�INTS WITH �, a � � o r, . ............ x � OR EQUAL • RUB'f2-NEK PREFORMED JOINT GASKET = � � � WlNG � ¢ ONE 1 1/4"� a a 3�� a - a FLOW MEET SHAPE OF � A �LOOR � ROD IN 5 INL�T Q ° 34' 30" 3" EAC EN� ° NORMAL CURB ��' - Q D=48° MIN FIIl SPACE BETWEEN a ° a . ................ � C° iRANSlTION°d � �,d � � 4 I ( TRAN�ION ANQ GUTTER HERE �N T E R I I� D E S I G N [�U E L O P N E N t N O Y E N B E R 1 9. 2 0 0 2 - � � ' PIPE AND MANNOLE a a 8" TYP WA L L ° ' G U T f E R ° G U T T E� D E S I G N a�V E I.O P I�E N T F f e R t 1 A R Y 1 4. 2 0 U 3 a PERtiiIT RE1JlEW MaRCH 17� 2003 WALL WITH NON-SHRINK GROUT. � � �IORTNING / EASTiNG 4 d „ � � B 402 401, 11 OC � CONSIRUCTIOtV DOCUMENT MAY 9, 2003 3 {NVERT TO 8E FORMED OUT N � REfERENCE POINT 31" OC N�RTNING EASTING 3" MIN 401 � REFERENCE POlNT CAST IN PLACE CONCRETE BASE • � °-° °�-° PLAN OF TYPE 13 INLET g"p� ���� 407, 9" OC B WITH NQ. 4 SARS � 8 O.C. EA WAY ., a ,} INl�ET PAY LENGTf-1 TYPICAL P�AN VIEw L` S Q "' i 1 1/2 E COMPACTED WASHED �ROCK . a� � �,,, � _ 403 � NOTES: t a' SECTlON A A SEC110N B B a� • �.a . , � 1. GALVANIZE CURS FAC£ ASSEM�LY AFTER WELOING, INCLUD� STEEL RODS, SPACERS AND . ��„ ' � _ , , �, � NUTS DRAWN: HI�M SLOPE 1 J2" PER FOOT g" ��� M 8" MAX LONG BELL OR FLEX COUPLING 0 S. s � 2. CFlAMFER EXPOSED CONCRETE C4RNERS 1-1/2" VARIABLE WITH WATER STOP �-�' FINISN CURB AiVD GUTTER CORNERS 70 MATCN EXI5TING CURB AND GUTTER BEYOND CHEq�ED: �T N� S: 9. COIVCRETE SHALL BE CDOT CLASS A OR B. INLET MAY BE CAST-I�I-PLACE, 5. AL� GRATES AND FRAMES S{-IALL BE GRAY QR QUCTIL� TRANSITiON GUTIER PRECA5T AND CONFORMfNG TO A5`CM C-478 CAST IRON CONF4RMING TO CDQT 712.06. GRAlE5 AND FRAMES a 1. SHAPiNG FOR SMOOTH �IANHOLE iNVERi'S SNALL BE DESIGNED TO WITHSTAND HS 20 LOADING II � 3. TAG ALL RE1NF{3RCING BARS WITH BAR DES1GNAllON AND INLET LOCA710N NORTHING/EASTING p 3" MIN. MUST 8E DONE BY FORHiING OR SHAPING 2. CAST-IN-PLACE CONCRETE WALLS EDGES SHAU. BE CHAMFERED 3 f 4" � ° ��' R�F�RENCE PQINT BASE CONCRETE. 6. SEE PLAN QETAILS FOR LOCATION AND SIZE 0� PfPE v�i 4. D{MENSIQNS AND WEIGHTS FdR TYPICAL MANHOL£ RlNG AND C4VER ARE NOMINAL I2 3. ALL WAILS AND BASE SHALL BE REINFQRCED WITH #4'S � 8" OC � 2" ALL AROUND USE MANHOt� RING AND COVER MANUFACTURED 8Y D&L SUPPI.Y "8-5306" OR EQUAL - R BLOCK-OU7S WHEN APPROVED SHALL EXTEND EACH WAY REINF(}RCING BARS SHALL BE DEFORMED AND SHALL 7. WHEN BIIUMINOUS MATERIAL IS TO '- A MAX 0�' 6" PAST MANHOLE OD AND BE HAVE A 2" MINIMUM CLEAftANCE EXTEND TO THE EDGE OF THE GRATfNG a 5. ALL BARS 3° CLEAR MINIMUM. EXCEPT WHERE INDiCA7ED SATIS�ACTORiLY PLUGGEO AND SEALED. FRAME, CONCRETE MAY BE DEPRESSED 4. S1EPS SHALL BE PROVIDED WHE�! INLET NEIGHT EXC�EDS 3'-6" a � 6. ALL REINFORCING DEFORMED #4 REBAR, GRADE 40 STEEL UNLESS OTHERWISE NOTED 3 CONCRETE MANNOLES MAY BE POURED IN AND SHALL BE IN ACCORDANCE WiTH AASHTO M 199 9. STEPS SHALL B� CONSTRUCTED AS PER PLAS�iC STEP DE7AIL �a ° PLACE ONLY WiTM PRIOR APPROVAL. d 7. REFERENCE Si'ANDARD DETAIL M-604-12 iNLET TYPE R IN THE CDOT STANDARD FLOWLlNE 4. ALL MORTAR SHALt BE MIXED WITH A TYPE 13 FIELD INLET 6 6o OC 6� OC 3" CLR DRAWINGS FOR BAR LlST, LENGTHS AND QUANTITIES TYPE {I CEMENT. ��S C1.2 Q : 8. STEPS SHALL BE CONSTRUCTED AS FER PLASTIC STEP DETAIL VA1L MOUNTAlN SCHOOL 5. BENCH MUST NAVE A BRUSHED, �o�-sK�� _ TYP{CAL END VIEW M tJHOLE RING & CQVER, SURFACE. SECTIUN B-B TOE ESL CATED AT TOW PfPE ARE 9. NORTHING / EASTING REFERENCE POINT TO BE ON FACE OF CURB AT CENTER OF INLET VC11I, Cobra�o TYPICAL PRECAST MANHOLE DETAIL 5 SAME END OF ThE IIVLET N-� �,.2 TYPE R CURB INLET DETAIL � NTS ��•2 6rading & Drainage Details _ May 9, 2003 1 - ! 1.4 . � GRADING AND DRAINAGE DETAILS �� � c�.� sca��: �rs � �d , -,� _ � f � _ � l E _ f r � � � ► j KLIPP COLU53Y JE�TKS DtTBOIS � � 4RChITECTS, P C � i j N�ember Pmencan Instituie of Archdacts { � Wrtter$quctre, 1 51 2 Lanmer Street i � 8ndye leve�,aenver,Coforado 80202 � ph 303-893-7990 fax 303-893-2204 � I f ! � /!!� E / i / / \ ' , ; r I � � � � ; t ! i ERQSION BALES ARE TO BE, ENTRENCHED 4" 1NT0 THE SOIL, 71GHTLY ABUTTING CURB INLET o � MANHOLE COPYf21GFiT 2oos WITH NO GAPS, AND STAKED AND BACK�ILLED AROUND THE ENTIRE OUTSIDE PERiMETER. i y_i�i i i_�i�—i��E�—i i i�;���i—_�i ��� i i� i� i i�_i i i� ��� This doc�ment is an insfrument of se,.����,o.,d �I I I=T f�I i I^f��I��—J j�—��I 11 I I I'—�_I I I�� T I� I=T— as s�Ch, rema�ns the properly of the Arch�tect A �''�— —1�1-1 i i-11 f-1!!�I I'���—�I-k I C—{I 1=1 I�——1 I i-1 i I- Parmiss�on for�sa of th�s doc�ment�s l�m�ted STORMINATER MANAGEMENT PL.AN (S1NMP) ,;,��I � — — ���,�� and can be B�e��Qd onlybywr�rten bgreemeni ���-_-`�� ���1� w�th Klipp Colussy Jenks DuBois Architecis,P C The proposed construction consists of a new school and all assoc�ated buildings, athletic facilit�es, pa�king and drive loops, and ut�lities for Vai! Mounta�n School, ��f� ���..� Iocated in Vaii, Colarado �Ihe totol oreo affected is approximately 9.2 acres. The estimated sequence of construction storts is as follows � � � � ��— ��� WOOD STUD EXTENDED III� ill,�I{ BEHIND CINDER BLOCKS Begin Construction - Start Octaber 2002 ���j1 ���j� Project Completion and Site Restoration - August 2005 ❑ � � l I 1=TI f 11=�l� AREA INLET V L IIL�"�ITIE��ITI II Il�I �fl _I� 19MM-38MM The present site consists of developed land including #he existing Vad Mountain School, parking, and associated utilities. The site is between Booth Falls Road and WiTH GRA7E — _ — _ — OPEN GRADED Katsos Ranch Road, along 170 N4rth Frontage Road East. Offsite filows are contributed ta this development from the developed land north of the site, and have � � � GRAVEL FILTER been accounted far in the storm sewer system at that Iocation Onsite flows are intercepted and carried to existing outfall pipes along the south and west edge of the �ro�ertv. The storm runaff analvsis �erta�ns to onsite develoc�ment and contnbutinq offsite flows A drainaqe summarv report has been submitted to the engineer for the Town of Vail. The �ndings of the onalysis will not be repeated here, v �v� '�v (� �- � �/ � �� O O � Application of �hese SMPs fer stormwater man4gernent are for construction periods and are considered temporary. Post-devefopment sto�mwater mtinagement is � provided through vegetated Iandscaped areas and the storm collection system � 2"x 2"x 3'-0" � � 12MM WIRE SCREEN � N CINDER BEST MANAGEMENT PRACTICES FOR STORMNIATER MANAGEMENT WOOD STAKES PLACED AROUND RUNOFF o N BLOCKS _ Nonstructural BMPs will be implemented to #he maximum extent passibEe The utdizatio� of nonstructural BMPs will be an ongoing process directed at prevsnting PERIMETER 4F INLET erosion. The nonstructural BMPs will receive continuous emphasis throughout construction because they avert problems before they occur and reduce the need for ❑ qPENING TO PR�VENT � structurai BMPs. MOVEMEN7 OF GRAVEL CURB INLET BLOCK AND GRAVEL DETAIL • v Nonstructural BMPs wiil consist primarify of plannm9 and scheduling construction activities nimed at achievtng the goot of minimizing erosion. Furthermore, � � � � (LOW VOLUME TRAFFIC AREAS ONLY} � _ construction personnel w�ll be i�structed and supervised in construction methods consistent with erosion prevention practices The construction access and parking � will be graded and cavered with a crushed stone base course during construction. A{I overlot areas wilk have the surface raughened and will be permanently ...� landscaped in the non-irrigated areas or temporarily seeded until the planned insta[lations are completed Seeding recommendations are provided below, but may � be modifisd to make the best use ofi existing grubb�ngs and strippings. A ACCUMULATED SEDIMENT Pianned structural BMPs for erosion and sediment control are shown on sheet C1.i of this set, with details on this sheet Erosion and sedimentatian control PLAN VIEW REMOVED WI-fEN SEDIMENT WOOD STUD OVERFLOW consist of severol measures to limit erosion These groding with details on meosures shoufd minimize nuisance silt and sedimentation exitmg the site and prevent DEPTH 1S 3/4 OF CINDER � clogging existing storm sewers and street gutters. OV�RFLOW EROS�ON 8ALES BLOCK N�1GHT. R���F� � 150MM MiN. TMe runoff generally proceeds from the north to the south. Thus, a silt fence will be constructed along the east and west porti4ns of the property. 7his ;��... x . „ , , � � temporary fence wdl remain un#il the landscaped areas of the site have been seeded and final vegetation is establrshed. The fence will be located at the downhi[I �g��_3$�� � � , °° � e. � ���� side of the existing slopes at the edge of the east property line along the Katsos Ranch Road dnd the south prope�ty line. 7t�e locations of s�1t fence placement RUNOFF �/ ' < ° -<`� F ° � OPEN GRADEQ ��/J d � are shown on the Overall Grading, Droinage, and Erosion Contro! Plan. The silt fence in the designated areas shall remain installed and main#ained until the storm � �,,l/�l� � d a d FILTERED 1�#1I GRAVEL FILTER �,�,.7-l� �� e �a a � 4 =t��--,, sewer structures are compfeted. � �'" 12MM 1MRE ���17 �///� ��Nd�� ° I�il ; ��� �� �,�//// � ,e 1=i 1 i A stabilized construction entrance wifl prowde access from the west, near the property entrance at Boo#h Fafls Road. �������� ��\��� - SCREEN � — 's n ` - .���—,���� , �,—���—= ,_T� � �_� =,���-,���-- ��-` ��- ��-.���-,���= � � _�_ .,� Eac h fie l d in fe t, cur b in le t, o r are a d r ai n o n t h e prop a s e d s t or m sew e r sys t e m wd l h a v e a t e mp o r a ry i n l e t s e d i m e n t t r ap c o n s t r u c t e d a r o u n d i t u t i l i z i ng app r o v e i n l e t ,��������,���\\ �\\ Fl����p �`�\ f�\\,-�\\�1��� C U R B (N L E T ��� ° , a- I-(( protection. Detatls of the described erosian control measures are included in the construction documents Qnd shown on this sheet. ` \,`� R U N O F F \��1�, ,�\�``,' I� " + °° d + Y � 9 ° . ��� �� � °O 4 �� I { I 31 �I I I I I I 1—I I I -411"" A separate collection system has been designed for the parking lot inlets which direct parking lot drainage through a "Starmceptor'� appara#us before joining the i �I�Il I�-�(-�7i—II1�=r�=I1���=111=11�11 � AREA INLET � �E I w--I I-1I l-.—f I I I`I 11 1=TI-1�li 1=1I 1==7 I I I-li 1 outfall. This unit ef�ciently separates sand and oil from the low flov� �tcrm events and bypasses the major events. �r- —�- Items are scheduled to be implemented according to the construction schedule. As work proceeds, implementation of individuol BMPs is to coincide with the CROSS—SECTION AA CROSS—SECTI�N DD construction thereby minimizing the exposure af unprotected nreas. The sediment fence, inlet protection, and gravehng of the construction entrance wi�l be �� • ���� performed when the grading begins. The graveling is ta be maintained and extended as construction progresses. ��C� ��.% ,� At the completion of the grading, all exposed so0 areas will have the surface rnughened and planted with a revegetation seed mix. Vegetation is to be maintained `' t throughout construction by the controctor untd areas qre permanently landscaped. INLET PROTE�TION DETAIL 1 � ' � '� �r.� � The in(et protectron wi11 be �nstalled as the storm sewer structures are constructed. The storm sewer outfets wifl have riprap protection when the outlets are NTS G�•� � � . � constructed. The structural BMPs are to be removed, as the permanent landscaping of installations are cornpleted. � ,„ �, ,, � . CHEMICAL AND PETROL�UM PRODUCTS STORAGE �� �,�� The contractor wdl store construction materials and equipment in confined areas on site from which runoff will be contnined and fi(tered Muterials will be stored ���� • c�,�'��`��'� off the ground and protected from the weather by a cover or stored in a cantainer such as a van or trader. An earthen dike will be cons#ructed around the penmeter of the fuel storage area to prevent materials from contact with surface runoff. Equipment mamtenance will be performed in a designated area and standard maintenance procedures, such as the use of drip pans, will be used to contain petroleum products. MAfNTENANCE �",��� The erosion controf ineasures will be inspected daify during construction by the contractor. Silt fence, infet protection, and strawbale barriers w11 be checked for �S-fl� "Jr��".�`'�� � �� � undermining and bypass and reparred or expanded as needed. The temparary vegetation of bare soils wiEl be checked regularly and areas where it is lost or MAX�MUt�� �� �� ` damaged will be reseeded. G� CONSULTING ENGINEERS At minimum the contractor or h�s agent shall inspect all BMPs every 14 days and after significant precipitation events. Insta!lations and modifications as required S��Q' �_ �--. 5���, JVA, lNCORP(�RATED by the Town of Vail will be implemented withm 48 hours of notification. �O � o f�NC� �� � ARCHlTECT'S PRUJECT NUNBF.f� PERMANENT STABILIZATION MEASURES F��`�`' � � ' ���� ��;�v The sod will be composed of Kentucky Bluegrass, Perennial Rye and Fine Fescue or a blend of tall Fescue. Permanent landscaping will include sodding, seeding, and `s��� o � - trees and shrub plantings by a separote landscaping contract. � �+ �� , � 1MERIh[ [?fSIGN DEVELOPMENT NOVEMBER 19, 2402 _ ?he grass seed mix for revegetat�on is specified as follows: �GM DEVEI.OP�IENT FEBRUARY 14. 2003 — W W W W �Y W _ N A M E � OF SEED I N M I X W W W W W W W -� P�� ���w l�1A#tCN t1, zoo3 O �V W W W \ � yy11J1f1�1111\/Il {/1/�1��YIGR{ M1Vif �7l GVW/ GI\AS�JI�S. W � W W �Y W W W - - - — {-O � Q N ff � �\��/ W W t a ^ `� Creepinq Red Fescue, Boreal 10� �. 1 1/2 - 3 ROCK �,o. �, Crested Wheatgrass, VNS 10% 1/2 - 3/4 FIL7ER LAYER �� / � �, Intcrmcdiatc Whcatgraoo, VPJS 10°� � M��• Kentucky Bluegross, VNS 10% Orchardgrass, v�vs �o� VEHICLE TRACKING 1UTAT SILT FENCE INSTALLATION Perennial Ryegrass, VNS 10� DRAWN: H��{ Red Top, VNS 10% FABRIC MATERIAL Smooth Bromegrass, VNS l0% S; (ANCHORED IN TRENCH) Tall Fescue, VNS 1Q% ��GK� KAT Timothy, VNS 10� 1. VEHICLE TRACKiNG MA�' SHALL BE LOCA7ED STEEI QR 2 x 4 WOOD POS� AT EVERY ENTRAN�E/EXI� TO TNE CONSTRUCTION SITE. (ANCHORED TO FABRIC) 2. VEHICLE 7RACKING MAT SHAl.L BE MAlNTAINEO AS NEEDED TO PREVENi ANY MAT�RIAL FROM BEING � �� „ REVfSIONS: TRACKED ONTO EXIS7ING STREET. 4 x 4 TRENCH COMPACTED 3. SEDIMENT AND OTHER MATER(AL SPIU.ED, DROPPED BACKFILL OR TRACKED ONTO CIIY STREEf SF�ALL BE IMMEDlATELY �'�: REMOVED. �� F�-d� -- EROSIqN CONTROL MEASURES `� SHALL 8E MA1NTAlIdED UNTIL VEHICLE TRA�KING C�NTROL 2 �-� LANDSCAPING IS COMPLET£D AND ES�'ABLISHED. NTS ��•� TO BE RE�fOVED UPOM SECTI4N NOTIFICATION OF OWNER. VAiL MOUNTAIN SCHOOL SILT FENCE ER�SION BARRIER DETAIL 3 vail, Colorado NTS C1.1 Erosion Contro! Details and Stormwater Management Plan May 9, 2003 _ � 1.5 � � � . , � t � . � 1 ( Ki.IPP C.OLUSSY �k.NKS Dt�BOTS } , � / � , ARCHIjEC7S, P C i � 1 ( � / ` \ / � / � ; � � � \ Mombc�r Amencan Institure of�rchitacts � � / \ / Wntar Sqvaro, 1 51 2 Lonmer Stree+ \ � / � 1 � � / � � � � \ Bridge Level,Denver,Colosado 80202 � , � � � � � / / / � ph 303-893-1940 fax 303-893-2204 / / / l j � i t / / ` , � / i / i � \ - ( � - � � � � � ��� ' � / / \ \ � " � ' �� / bC3 � � i i � \ _ _ _ - - - - - - - �'• / � i i � / '� � , /! ' `,•�� ' ' � / / \ ( , /� - , . �- , � � , / , � , , � -�c1 , , i � � 1 _ - /, . ' •.� � � _ '� � - � � � i � �, � l •� � � � �° � / I � 2 / I \ ` ` � ' N � / / / � . SERVECE LIN� C2.4 � � \ � � ,��'. � . � ' . , �' � � � � � i i r I � ' METER , � � ' - -, � - �� p � i i _ �. � _ ' � . � �- � � � ' , ' � \ � � _ �� � ; ` ' � . � . ` ` , V r 1 / , , . r r�_ _ „ _ . _ / � _ , ...� . . � � . . , , � _ f , ' ♦ \ `\ ,� � � ' � " � 1 , � / ` � ' _ y_, __ . COPYRIGHT 20U3 - . , ;-� � �-, - , � ` �, � ' ,� , ' . i ' / . • k' - �� ' _ � � , . f , . „ , Th�s dowment�s an insirument of service,and � _. � _,,,, �, _ _ _ _ _ _ � ' � � ` � ' ' � - ` / as such, remoins the proparty of the Arch�tect �� • ` ' , � �_, � ' , � � / , �. ` f � _� - _ -� , Perm�ssion for use of this documant�s Iimded , ' '� • " ' ` i�_ 1 �M � , ` - - / " / � and can ba extended onEy by wnttert agreement E ' , ' _ , �' : � ~� _ - ' � PAVEMENT TO BE 1NFRARED PATCHED , ' � '� �,;'°'_ `� ` � ' /,.-� ! � ' ' ' �, � _ _ ' ' -' - _G- .: �_ _ . _ _ � ; �` �� � w�th KLpp Col�ssy Janks DuBbis Arch�tecfs, P c � r' � • - + ' ANQ SLURF2Y- SEAk.ER RE NECESSARY � =�. C ' � '�` ,- - . 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MlNIMUM CUBIC YARDS 0�' CONCRETE 3/8' PLYWOLiD FORMS \ TECIED WITH CQAL TAR 'fHE CON?RACTOR DISTRIC7 �/ ��j�i � �, � - � SHALL 7EST CONDUCTIVITY OF THE PIPE ANC 4'-0" SI2E BENDS APPROVED BEDDlN� J' TRACER WIRE 0 OF PIPE THESE OETAILS 11-t/4° 22-1/2 45° 90° ARE TO BE LOCAl10N TAPE TO VARIA9LE � C O P Y R I G H 7 2 0 0 3 ,// FOLlOWEO FOR • BE PLACED 24° 2"'��2" �, 6' 0 2 0 5 1.8 N/A EVERY FlmNG IN • 0 36'ABQVE CONNECTION �•� AgOVE PIPE Oa BREAKABLE FLANGE GRQUND `�'ti 7his doC�ment is on �nstrument of sarvice,and 8' 0 2 0 5 1.$ N/A THE INSTALLA710N • � .. , ANY PROTRUSION 12" ABOYE GROUND SURFACE �l���1 os such, remnins the property of the Arch�tect 10" 0 2 0 8 27 N/A � � " � � ' SURFACE / � UNDESTURBEQ � ' o'` \ Perm�ss�an for�s�of this document�s limrted 12" 0 3 1 0 3 8 N/A , ' '� •, <'. � � �qR� , • �/���.��' and can be extended only 6y written agreement NA = N�T ALLOWED •� • �/i � /,�/�%. �/�/ ,�i /. /.�1. .� � ���� . �eC � ����` � �� \/ ��y � 801�1D BREAKER 4 MIL \ w d h K 6 p p�o l u s s y J e n k s[J u$o�s A r c h i t a c t s,P C P�A31TC(TYF') !� ' \ � \ SEE W-7 (P 72) . MINIMUM BEARIfdG %� FOR OETAIL PLYWOOA FQRMS SSU�R�E AREA - � . .°,. . . �/. , � / �\ WAZE#2 MAINS TO BRING 10 GAUGE INSUI.ATED, MINIMUM 9/e' BE SURIED AT 7' COPPER WIRE TO SUf2�ACE NfJTE� PIPE LARGER THAN 12' Tp BE BEND - PLAN � � MINIMUM COVER VALVE 80X 7' MINIMUM COVER, AT All FIRE HYDRANTS SPECIFICAI.LY DESIGNEA $Y ENGINEER. � g� AND GATE SEE SPECIFICATiONS AND CONNEC7 70 MAIN fORMS SHALL BE 3/9' PLYWO�D DEAa END �- �LAN SPECIFICA71bN5 VAt� I IiNE 1RACER LINE USE MEGALUG J�INT RESTRAINT DEVIEES �R MfN1MtlM BEARI G SURFACE �� WATER MAIN SIMILAR UPON PRIQR DISTRICT APPRdVAt - LOCATION TAPE TO AREA - 5Q F7 %` - P�LY WRAPPEA PIPE Ta SfRVE AS HC1ND � BE PLACED 24° , � MEGALUG /� BREAKER CNOT TO INTERFERE WITH RESTRRINED j ABOVE TOP �F r a � a o 0 0 J�IN7S) ALL SURFACES DF THE RE$TRAINEA PIPE OR ANY y , � ° o ° o 0 0° o 0 0 0 0 0 � JOINTS SHALL REMAIN ACCESSIBLE AT ALl PROTRUSION �i �� ,( • � ' . �� � TIMES AND FREE FR�M INTERFERENCE DUE TQ / ov�.o on�.y.<cn -r ���.,a � =•a _� , / f r��CR�TE � ° .• � � ' • ` o VALVE 807� a ' k BLOCK B�N D B R E A K E R- j PQLYETHYLENE ./ o 0 0 0 0 0 0 � � I F i K U J I t i L L l l.l 4 1.t J f V J 1 K U I.I l U No o U J WRAPPED. 4 MIG � \ \ . `� . o PQLYETHYLEN PLASTIC (TYP� J' � \/\ '°� '�ay � •- . _ ` ' . o �o o c ° o 0 0 : �+ �. f'LASTICCTYP) '� � .� o, o o°oo,Z.-O" �o 0 0'��� • •• . MINIMUM BEARING 2�� <• � � \�� . • �' �� � o 0 0 � '• ' ' o ° /. DO NOT BtOCK �IRE P r�4 .� SQR pTCE AREA - � ,. .. y�,- . \ oo ° °� CONCRE7E 0 A PIPE � „ N � CONCRE'I'E 7HRUST SPECIFI�CATSlON5 �D,�/ / i./ / � ,�� `�/ HYDRANT DRAIN YVI'fH 10 GAUGE INSULATED � � � ' � BLpCK BASE OR iNRUST TRACER WIR�'��+ ', ,�/.� i/e .��/./.r. ,/�/ i BLOCK BASE BLOCK PLYWOaD FQRMS BEDDlNG llNDISTURBED I » - � UNDISTURBED MINIMUM 3/$' MATERIAL gq��{ GUARO VALVES F FIRE HYDRANTS #--3'-6 HYDRANT DRAIN PIT, `� EARTH SHALL BE RESIRA NED WITH MINIMUM--SQUARE 27 CUBiC FT. OF � TEE � PLAN �p��AL CRQ$� sEcnoN MEGALUGS TO 7N WA7ER MAIN. �'IRE 1-1/2" OR 3/4"WASHEQ RbCK � TNREE ND. 4 EPDXY CflA7ED REBAR HYDRANTS SHALI E RESTRAINED '� � � NDSDBENTi OIAS SHI]WN�TE WITH MINiMUM BEARiNG SUR�ACE (5F) MINIMUM BEARING SURFACE (SF) WITH MEGALUGS TO TNE GUARD � d �OR 200 PSI AND LESS FOR 2O� TO 25q P5l VALVE. MEGALUG RESTRAfNTS �IAY 8E � CONCRETE ANCH�R BL.IICK USED Wf1H THRU5T BlOCKS. � SEE TABLE FOR VQLUME /�y�� SIZE BENDS � qR SIZE SENDS TEE OR + ��/\��\\�\\� � v\�•\\/�\/�\/� QF PIPE S1-t/4° 22-1 2 45° 90° B�Ad � OF PIPE 11-1/4° 22-1/2 45° 90° DEAt? END �1f[)RANT Cf..EARANCE DIAGRAM �� ,i� �i���i y�y���i�i�i� / � � %�i����� ���������%������%` � �yv���.�.�y���,�y��,������,� 6' 1.3 2 5 5.0 9 9 6.4 B' 1 B 3.1 6 2 11.4 8.0 TH�RE ARE NO ABOVE GROUND QBSTRUCTIONS ALLOWE� iN 7HESE AREAS � .� �--�� /�\/./�//\\'�/��\�/�i`/�\���/\\�/'�\�/�\� g" 1 3 2.5 5 0 9 0 6.4 8" t.fi 3.1 6 2 11.4 S.0 �j� �\\`/�\��\�\�\��/�����y����j 10' 1.9 3 8 7.4 13.7 9.7 10" 2.4 4 7 9 25 17.1 12.0 ° a %"/�\�/�/���/�\����/�/%y�\��\ �� �����������`��/ 12° 2.7 5 4 10.5 19 3 13.'7 12" 3.4 6 7 131 24.2 17.1 4 %�//��/�,��/��/��// 16' 4.7 9 3 19.1 33 6 23.8 16' 5 S 11.6 22.7 42.0 29.7 7, � Q 6 � Q j��\\j.\\j\��/\ 20" 7 2 14.3 28 0 51 8 36 8 2Q" 9 D 47 9 35 0 64 8 45 8 � d �\�/�\���/� FRONT---ta FEfT OF CLEARANCE %}/��/��/� NOTES � \ �/\/\ �/ �/����/�� 4. MEGAIUG RESTF2AINTS StiAI.L 8E USED IN CONJUNC710N WITH THRUSTHLOCKS. 1�' 4' SiDES---7 FEE7 flF CLEARANCE /�\�/ �/\f/\�/ �\� �/\�\�/\�/\�/\�/\�/\�/\�/�\�/ �i��iv��i��y�������i��i��i��i��i�v�i��i�� ��. �,,���i�i��i��i��i���ii� ��ii��i i�ii�� �i�ii�ii ii�r�ii� \ \ � � \ � � ��\ 2 MINIMUM AREA REOUtRED iHIU. BE THAT OF AN S-tNCH MAIN REAR---4 FEET OF CIEARANCE ,,�.�,.����:�y%;i\�:�,y%�i;i���'i\�i\��i����i,vi,�i,,`�,i%i�i » '' - 3 ALL THRUST BLOCKS �iALL BE FORMED THE MINIMUM �Y�/�������/ ��, /i��j�/ THICKNESS fORM MA7ER�AL Sh4AL1. BE 3/8 PLYWDOD ABOVE- -20 �'EET OF CLEARANCE ����/���\j����//��jj�� 4 BEARING AREA BASED ON 501L BEAF2ING �i\��\�\/\/� SECTION PRESSURE OF 2000 Ib/sf VERTlCAL THRUST BLOCK DETAIL , CONCRETE THRUST BLOCK DETAILS 2 FIRE HYDRANT ASSEMBLY dETAIL 3 --�. N�'S ERWSD DETAIL N0. W-18 C2.2 NTS ERWSD DETAIL N0. W-3 C2.2 NTS ERWSD DETAIL N0. W-6 C2.2 ������ � ������?.i � i }�1 .e�` � . s�ii R�MOVE EXIS7 P1PE � AND COMPLETE BENCH � � GROUTING WITH NiGH CJ + EARLY STRENG7N EPDXY � �,�.�' � TRENGN BACK FlLL LOCAl10N TAPE TO � � GROUT I�,r� 1 �. � 1� BE PLACED 24' �� • �!r1� � �i . ��/�� AB4VE TbP OF PIPE � RAISE TOP 0� ALL BEDDING MATERIAL MUST 8E �%'�, ��\ t�t�t�,4C7ED To otS1RICT �/` Q��o.o • ,.• �_ _ o�o �/\/ 5LOPE BENGN � TROOUT5 D� OF� STANDARDS SEE 6.13 /�\� o� �. . :' a CR ' `/�\ � z %/r// ' a • _ ., , t o //j\, � � 8� MIN � `'� RADIUS BEDDING �\� , . • ' , OO�O,< ' , , ��, �a�� ,,;. ,, �o�� . . � ,11 I 1 t r 1 CAPPER '\/ ` , j� BEDDING / � � OW ' �EXIS� S" VCP \'% ���I�I SERVICE \i "O ,a • ' �//� Z4NE , _..<,. _.. ,.. ., .,_. ,.��� " `, uNE �j . ' . ' , �/j� ;� 1 � ° °"``3 CONSULTING ENGINEERS UNDISNRBED �% . ` y � \�/�\ t ,.o._ _. ._ � w,. � _°._ ` N �i� \� � ��' JVA IIVCORPORATED i /� w � \p � ��\% c� a ' � Q�b. _ 'c�,�•\���� � z � � j�/ ood � . . �o o�° ,/// � / ` ARCHIIECT°S PRAfECT NUAIBER: ��\�� ` . `, . : . �� ��\�� ')fvli(1� f1��t P1PE SUB GRADE�� �� �j%�/: /.�/,if/f�/i; ,�1/% ,/i � �.. v � ,v v i s" 6� `�' 4' l.D. MANHOLE �; - DISPERSE LARGE R�CKS TN tHIS ZONE PRQVIDED ROCKS DD NOt INTERFERE WITH INtERItit DESIGN �EVELOPt�NT NOVEM�lBER 19, 2�2 BACK FILL Ct]MPACT20N REQUIREMENTS CAST IN PLACE MANHOLE BASE BQULDERS GREA7ER THAN 18' TQ BE REhtOVED ��� �� BO�. SERVICE STUB-OUT BEDDING OF�! DEVELOPMENT FEBRUARY �4, ZQO3 '_ FRQM BACK FILL AND DISPi]SEB I3F [3FF SITE. �, ���E P4�T D1SSlPATOR CHANNEL AND BENCH PERI�IT REVIEW MAftCH 17 2003 FOR Ck1RBSTQPS UP 70 i': PAINT TOP t' OF POST BLUE MUEIlEft H10314 t491H 89982 LiD i�tH t' SHAFT OR TO BE HAND SHAPED AND GRADED CONSTRUC110N DQCUtitffNi MAY 9, 2003 NO RDCK ALLOWED GREATER TNAN 6' MCDONAl..D �5601 WITH 'S601L L!D OR�m�GE OFNEASfMENT BY CONTRACTOR -'y�- FQR txJRBSTOPS LARGER iHAN 1": � THAN57' LOCATION TAPE TO BE I ��,�� h�� �AUELLER Hi0314 YVITFI 89982 llD YV1TH f" SHAf7 AND � 6� JNSIDE OIA MANHOLE LDCATI�N TRPE TO PLACED 24' ABOVE 12' �/ � MER 6500 SERIES ENCARGEQ BASE 144809 OR BE PLACED 24' ��TH RiGID StYRQFOAM /'` �� � PRE CAST REINFORCED � d p$��/� plpE �R ANY � :��cus.n�rxofi ponnn / INSULLATED PORTION � ��%• SEE SPECIFlCATlONS FOR I�rt3[ItJAI il �'iRfi3 WITH 46M1 I IE} � co��ca� �.u�uot� 6ARRCL � M�N' rfioTrcc�s�orv BURY tHICKNESS TD BE �F THE PIPE -� COMPACTION REQUtREMENTS '� 4. PER ASTM-C478 DISSIPATOR CHANNEL AND � TOP DETERMINED BY ENGINEER ,���� TRENCH BACK FlLL $ENCN TO BE HAND OF PIPE VARTES � SHAPEO AND GRADED BY ' � CONTRACTQR °4 � s��niioN i ``�TRENCH BACK FlLL-�.` /, 1z� �� ,, � �,� �� �,��� �� � � � ��/�i���,��r 1, ,.�' DRAWN: Hl�M �� �//� ` " � ,�a��� \��\y, � �\ . • /��•��/`� �� T BECPLAC£D 24� TO GRADE BENCH � 8% MINIMUM CULVER75. \\ \/\ � � � _ ' �\ 18" MAX Z, PROT USION I]R ANY'-"'�����! � . �� � � NO R[]CK ALLQWED " `(��(�. � �,p p, " . _ • �'�• � � � z GREATER 7HAN 6' �,' ^ BEDDING ZONE � ___r. 'i� KAT , � COMPACTED SEDDING�I �p• OR..�: ,� � \/�� � � ��� �� SEE BELOW _,,,_ ,. _.__._..� ___� -_-. MATERIAL � � �.. ' .. ��� �j��. �, . ;". � � �� ,�p, PIPE SU$ GRADE. STABILIZA710N / .�� /�` 7' COVEFt FOR -- F1.OW DIREC?10N � �p�G}iRFLOW UNE__ _ _..._.-.- , \ , 4�` p'�,�', \�� MATERiAL IF REQUIRED ��j;/\�/i� i\ � LOCA'fION TAPE TO WATER MAINS , S t ° ` . �� Q . � BEbDING � . � y; ? ��Q�+�$: , , ��' LOCATIQN 7APE TO BE BE PLACED 24" � * �, , 6 \� ,. , � ZoNE PLACEII 24� ABLIVE ABOVE 70P OF 7' i0 FlNISNED (�tAD� 7' TO FlNISHED GRADE � s" IN. � ' " � � p = �� . �\`� THE TRP OF PIPE UR PIRE OR A " � • . ;� o �0'4 �� FOR CURB STOPS f�R SERVICE UNES ` .,, M1 ^ • , `r. n. , . - u • Q ' , „ n- \\�/\ HIGHEST PR�TRUSION PROTRUSION - UNDIS7URBED �� . -��� ��Q �\� 'iRENGH ZONES a o � E• , j� ` � , ` ��'� 's ` , r >PRE CAST MANHOL£ BASE , ' ° ° � ° ° ° ° ° ° ° ° ° / E�EVATION AND FlRST BARREL SEC110N ` � o o ° /� TAPE CbN'fiNUES TO M1N. 12" COMPACTED - CAST MONOLITHIC PER Soil. �\%/ ��',�- ,.p�,� � VA o�' ��� i�!!R9 ST� ° �DISIRICT APPR�VED / BUILDENG ABOVE 3/4° SCREENED RaCK ASTM-C478 ���\I�\��\��\��\��\��\�\ \i��\� t/4 o D.. �� CQMPACTED BEDDING / SERVICE LINE n .//�//�/i./i ,/�\//�f/. . ,�//. � 3•MIN. B' MIN PsPE SUB GRADE 1D GAUGE lNSULATEO �PLACE 3M LOCATIONG DISK MAX. _ ...-^- COPPER 1RACE WIRE � �pRPORATION �` BURY DEPiN OF 6' TO FINISHED r� :� ��TRENCH BACK FILL--� ` TD o GRADE . /i / %\\/\\� o s o GRAbE BENCN � 89� MINIMUM 6 MIN, b'MIN� � � / ` o .y. o .�;.... .. . . , Q.Q ,� ���' �2�' UAIL MOUNTAIN SC OOL /�/ QA 4•, . �- ' a Q �� TAP A7�RING o ' �a . ° CONCREIE$LOCK .� PRE CAST MANHOLE BASE ELEVATION ij��i` ��,o' , �, . • :" , ��� � z . ""��BEARING ON ______ __. w _ ,� Vall C Y z, �j` � 11NE OF WATEfi MAIN UNDISTURBEO SOIL, 1Q GAUGE °-�-. ,,,_ _.%" AND FlRST BARREL SECTION G,�,NERAL N[]TESi COMPACTED � � � ' • - A � � e • � • •, ' ° a INSULATfD COPPER tl I�tV.� � 1NV. CAS7 MONOUTHIC PER � OIOI�a O \ o o < o e ° ° OUT IN ASTM-C478 $EDDING / .`. - •�o, . \ iRAGE WlRE TO BE �toucy._ ow u��_ MATERIAL ���� ' � • ' a o o / \/\/\/\/\/\/\�\j\/'��j\/\/\�j\�j\�j RUN CON3{NUOUSLY ° 1, CaNDITION aF LESS THAN MINIMUM BURY DEP7H ALL�WED �j o 4 � J' / / / / / / / / / / / I / / / / / 6 t�\ '�p� • ^.'� �� BEDOING \\ \\. TYPE K COPPER PIPE \� � \ �����������\��\������,�`�\�/�������������'�������\����/�� TO METEI2 W{THIN DNLY WITH WRI7TEN APPRC1VAl. FR�M THE DISTRICT PRII]R TII CI]NSTRUCTI❑N. � o . ZONE �/�/ ��/�/�/�/�/�/�/� � /�/�/�/�/���/�/�/�/�/� STRUC7URE FROM • ; � �- t , , s �% �. '� � �/� �/����l��j�//��j��j�//�/��/�\/�y// / �/��/��// / / // // // // ItdSULATICiN SHALL BE INSTALLED �N ALL PIPE THAT DDES NOT MEET �' ,, ;_ ` �'j� \ \\�\\�\�\\/\\/\\/�\�\\/\\/\\��. E�LF�YAII� \ � MAIN l.INE TRACING N$" iN. ,� s . t � M � t � MINIMUM BURY R£QUIREMENTS � �. � \,/�� // // /��//�//�//�/� // / / WtRE 4- A ,. ° } q y . , 6�`, UNDISTURBED �.. �• � � \/�\ � b� _ m , , � �'-� � � S�E��E�9L�l4� � �cnc� `° � 2. SEE SEWER AND WATER PIPE BEDDING DETAIL FIIR 5��� /��l oA r� • �'��`• ' „ �s� n�'�/� MIN. t2" COMPACTEU� � e �/��/ , o , �/� t. Ci1RB STOP TO BE LOCATE6 AT THE PROPERTY L1NE OR AT 'ME 3 4 SCREENED R�CK � ut,i�ry oeta,is BACK FILL MATERIAL AND C�MPACTI�N SPECS, ��i,�j�y//\y/�\y/���,y,,��;\%��N� - EDGE OF EASE'�tENT-WHICHEVER IS CLOSER TO TFiE MAIN � � 1/4 0 D, SET £CCEN7RIC MANHOI.E RIM SECTION SO THAT THE R1Ad IS 3. INSULATI[]N Sh{ALL BE INSTALLED �N ALL PIPE THAT s" MIN 2 SERVICE UNE CORP STOP TO 8E TAPPEO AT SPRING UNE AWAY FROM TtiE EDGE OF ASPHAL7 AS MlJCN AS POSSIBL,E. Ma 9, Z003 OF WATER MAIN. Y - IS WITHIN TW❑ FEET ❑� ANY DRAINAGE CULVERT. THfS PiP� SUB GRADE APPLIES T❑ THE BOTTCIM ❑F THE PIPE IF IT CR�SSES 3. CURB STOP AND RlSER ARE TO BE INSTALI.ED PLUMB AND LfVEL, ❑VER TCIP ❑� THE CULVERT, P�PE BEDDING ZONE AND VAlVE SHAFT EXTENSION SHALL BE INCLUDEO AND CENTERED ENERGY DISSIPATER MANHOLE � - 4. VALVE SHAFT SHALL BE EXTENflED 70 WITHIN 18" OF (�jS ERWSD DETAIL N0. S-'� C2.'I - WATER P1PE INSULATION DETAlL �. WATER PIPE BEDDING DETAIL 5 FlN1SH GRADE flR UD OF VALVE BQX WHICH £VER IS HIGHER - ��S ERWSD DETAIL N�. w-�9 �2.2 �TS ERWSD DETAIL N0. W-10 ��.2 WATER SERVICE STU6 OUT DETA#L 6 - NTS ERWSD DETAIL N0. W-2 C2 2 ��� � _ � i � � KLIPP COIUSSI' JE�KS DLtBOIS ! ARCNITeCTS P G iMember Amancan InsFitute oE Architects IWriter Sqvare, i 51 2 Lonmer Streel � I Bndge Level,Denver,Colorodo 80202 f � ph 3�3-893-}940 fax 303-893-2204 ! �___�__ I � � I � � ` � � � � ( � i ALL MANNOLE STEPS I PLASTIC COATED MA INDUSTRIES OR EQUAL COpYRIGHt 2003 ftF�OMMENDED PRACTICE- NOT ' � � �,FQ�IREO. ( 6„ Th�s doc�ment is on InstrumenT of serv�ce,and a PROYIDE 3" GALVANIZED STEEL VENT W/ � a cs such, remciins tha property of the Architect 1fJIRE MESH AND STEEL CIAMP- VENT TO PermTss�on for�sa of this document�s i�mtted � EXTEN 3' ASOVE FlNISH GRAO� INTERICIR DIAMETER Td BE 4' � BISPERSE LARGE ROCKS iN 7HIS ZLINE and can bB extended onty by written agreemertt ( ^,�„�,�„� � PR�VIDED RUCKS IIO MI]T INTERFERE WITH w�th Klipp Colussy�enks DuBois Arch�tocts, P C p Fl-Ow BACK FILL CQMPACTI�N REGIUIREMENTS � , 8 a A < BQULDERS GREATER THAN 18 INCHES TCI BE REMOVED � FRQM BACK FILL AND DISP�SED OF pFF SITE. a �— n � b � ��� � 1 � I � v • ND ROCK A1.L01JED GREATER 7HAN 6 TNCHES ` ° � GENERAL NOTE ° i °� 1. ALL CONCRETE WORK SHALL COMPLY < a ��I� '%//'��� //�/ ( WI7H LATES7 ACI-318 SPECIFICATIONS iZ• `����j�\, ,� /` 2. MANHOLE TROUGH SHALL HAVE A �� �\�' 5EE SpECIFICA710NS FOR '� j�� D pD APPRQVED e „ MH FRAME AND CQVER COMPAC110N REDUIREMENTS � /�f/� � PRESSUR£ APPROVfD MWIMUM OF 2 DROP �ROM EN7RANCE HS20 LOADING RA7ED OR EQUAL pQ�/��j�/� TRENCH BACK FllL IF THE DISTtANCE �O THE TOP OF 7HE OPEF2Al1NG REOUCEN1G rLw��r_c ceuu�nie ��.�`��CbW THROIJGH EXIT a�_n� / VARIES e,ti � NUI IV 1H f01' t IFit VALVk LUVtK W VA VG I N AbAPTER FC1R GREATER THAN 9', AN £XTENSION 57EM WILL BE c DEYICE 10 GAUGE INSULATEp 3. �LOW CHANNEL TO BE SHAPED AS TQ RING dt COYER-SET TO �P ME7ER REMOVAL TRACER WIRE C�NTINUED PARALLEL FfNlSkED SURFACE � � REQUIRED ON TNE OPERATfNG NUT. TF1E � NOT ALLOW STANDING WATER N � EXTENSfON MUST BE SECURED TO TNE VALVE T� HDUSE �-'''-�`� �.� �\ OPERATING NUT , � - —'."' �' Q / �` . , ,. ���� . FL.OW iN--- � � FL4W OUT " � L No RncK Attawsn i � e o � GREATER THAN 6 FNCHES � � BEDDING ZONE CURB STO p �` SERViCE LINE MUS7 $E DEEP TYPE �U�SIDE �� VALVE\' IMSIDE VAULT Z � aA ��-S� PRE CAST ECCENTRIC CONE �\� ; 5EE BELQW VAULT j �WhiERE APPUCABLE CpPPER SERVICE LINES SHALL �� �Ax' � PIAE SUB GRADE, STABIUZATION /��. � ' ' % _ WIRE SHALL EXIT VALVE BOX UD o � MATEREAL IF RE4U1REb �'-�'������ � , 6 ` t 4 HAVE SILVER SOLDER OR �� 4 INS7ALl. 1" DIAMETER RAM �,/��'�/�/i� PIPE 6 BEi.OW PROPERTY UNE OR 1 24" DIA. INSULATED RING y � COMPRESSION JOINTS AFTER � � g" e NECK(OR EQUAL) ON 1NNER AND EDGE Of EASEMEMT I � GRADE � METER PIT APPI.,ICATION a I AND COVER iV OUTER RINGS, PROVIDE 1 5" � °p i NF.ENAH R175$G OR �� M pIAME7ER RAlA NECK ON � r � A G D L t � � MANHQLES LARGER THAN 48". � f O � LOCATION TAPE 317 TRENCH ZONES ��\\i\�6�/� %��/��/\�i f n i D � (�PS�UOWN b BE PLACEB 24' C + YYFiAP 10 GAUGS INSULATED ` ��. _ ' - � \ �Y p � 6" ABOVE PIPE OR AN l.0 ATFaN TAPE TQ COPPER WIRE OVfR VALVE 60XES ' � ' , > b � 4 PROTRUSIQN BE PLACEA 24 . �, a � PRE CAST REENFaRCED CONCRETE ABavE PFPE OR ANY ~� PROVIDE St.ACK ON 4VIRE ' ' ^ ��� .� c z ` —�°" MANHOLE BARREL PER ASTM-C478 �=�`• �--� � 5" MIN ' �-� S��,S PRRTRUSTIIN ' � D -----�--___ � O 16" Q C � , ., ` + I ° ' I � � D O - � a V M a VAULT SIZE AND SHAPE TO BE i� ALL MANHOLE STEP5 ---�- 1NSIpE Llp 7Q BE HIGHER ` ' ' E DElERM1NED FOR EAC4i SPECIFlC .- PLASIIC COATEO 4 ft QIq THAN OUTSIDE !IP " ` .. ` f APPLlCATtON MA INDUSTRiES , � COMPACT BACK FlLL TO 98% 57ANDARD I OR EQUAL I.00AFION TAPE TCI � • PROCTOR TO SURFACE TO SUPPQRF � BE PLACED 24' 70P OF SENCH ' � ��� \, iRENCH BACK �ILL . • " < VALVE BOX A813VE PIPE DR ANY PIPE PENf7RA710N GASKET ���\ ����\ , PRDTRUSfQt�I PLACED IN CORE TO ACCEPT '/�i � � ' t. THE METER VAULT µUST BE 8' FEET IN DEPTH AND 4 FEET MlNIMUM IN YNDTH. lT MUST NAV� PIAE, KOR-N-SEAL, A-i.OK, �'� • . .�� / � i' FOOT OF 3/4" ROCK !N THE BO7TOM OF TNE VAULT. Z Zt HAND SMAPE AS �� EQ�A� �\\j/ p�p:p '., � . _ �,�O�O //�,�/ /�� :•.' • ` ,' , NECESSARY AROUND \\/ 4 � '� '' C�R \�\\ � � ��\� • ;'' ' r\�/�� 2 THE 9ACK FL,OW PREVENTiON DEVICE SHWLD BE iNSTALLEO OUTSILiE THE VAULT BUT CAN BE g �'�'� PiPE TO PROVIDE " � j� � � ,. •� �� � .,y//�� �� �/`i VALVE BOX B�TTOM + OF2AINAGE . COUPACTED BEDDING � � ,• ' \� �/�� , /���� INSTALI£D lNSIDE THE VAULT IF IT 15 AT LEAST 2' FEET OFF 'fHE BOTTOM OF THE VAULT AND HAS p 4„ M'� � �__,_.�---� MA-���� /�� . ' - ,p�, ����j , �. ,� ��,�� ADEQUATE DRAINAGE TO DAYUGHZ IF A REDUCED PRESSUR� PRINCIFLE DEVICE IS USEQ, 7HE DRAlN I �\� ,�a � D ,. �` / �� i / �� / MUST BE TWO T4MES THE SIZE OF THE SERVtCE UNE AND MUST RUN OUT TO DAYLIGHT iV � i/ ,, � �\ �\ , , ' �\ �\ '� t , •' �ow ���� 'o• �� ' ��� BEDDING ��f�� ' ���/ PIPE DEP7H NO LESS 7HAN M{NIMUM , � � .,,._ / •O • ' �/ ZONE �\��\ GATE VALVE 3. THE METER AND BACK FLOW PREVENTI�N DEVJCE MUST BE MOt1NTED HORIZONTALLY THE REMOT£ �C ; � \�� �/��f , ' j/��, WIRES MU5T BE RUN FftOM 7HE METER TO AN OBJECT OUTSIDE THE VAULT: POST, BtfILDING, " ' " "�'';-�~'` " ° PRE_CAST MANHOL.S BASE AND \ ,' ', . �`\��'� 10 GAUGE 1NSULATED %��% ' � ����� POLE, ETC..) ` � ..' a � g" �N,• a FlRST BARREL SECTiON CAST �/ , .� y��� COPPER WIRE TO � , , � � e a e. o , � , , e MONOIiTHlC ASTM-C478 UNDISTURBED ��� • ' , �\ FOLLOW WATER MA1N �/�/ , ��� 4. VAULT SWALI BE PRE CAST CONCRETE AND CAPABLE OF WITNSTANOING HS 20-44 7RAEFlC lOADING MIN. 12° COMPACTED 3/4 ° a ° e ' ^ , d � , . • °� ° S91L �� \� �� �/�\\ , , �, \�/\ CONDIli0N5 IF REqUtRED OTHERWISE ONLY DtSTRiCT APPROVED VAUL7S MAY 6E USED. 5CREENED RDCK � e> • e a* � , , � � � _ + e \/�� Opd ' ��'�'� ' aa ��� ;//�i , �'_ti,�;''��w:�_', t /�� �\ �.' . . , � ♦ � ����� - . :x•;',,,'._�`: " \�� 5 WHERE PIPES PENETRATE WALLS, USE UNK SEAL OR PILL ANNULAR SPACE WITH NON SHRINK �� �/j� �//��/Y�����/���j��� //� /�v�v��%�'���v�v�v��/�, GROUT. /�\�%\�%\������\��j,��\�%\��\I%\ 8 COAT ALL EXTERIOft VAULT SURFACES WIiH BlTUMINOUS DAMPROOFiNG. 6 ft DIA PIPE SU$ GRADE �} r� �„ (iF,dF.�AL NOTE �I 4 O.D., MiN. MfN. MIN. 7 VALVE BOX IS TO BE INSTALLED PLUMB AND LEVEL AND CENTERED Oh! 2' NUT 7 0 0 DER NG MATERIALS�OR £QUIPMEtJT.G SCHEMA7IC W/ VAULT DIMENSIONS TO DlSTRICT PRtOR A PIPE BEDDING ZONE GATE VALVE AND B�X ASSEMBLY DETAIL , SERI/ICE LtNE METER VAULT DETAIL 2 STANDARD MANHOLE DETAIL 3 SEWER PIPE BEDDING DETAIL 4 �,���� ' ��`'ti��,�� NTS ERWSD DETAIL N0. W-7 C2.2 NTS ERWSQ pETAIL N0, W-20 C2.2 NTS ERWSD DETAIL N0. S-1 C2.1 NTS ERWSD DETAIL N0. S-13 C2.1 r� � � . � w �I �4"' �+ � ��/'� � Y' ' w�'l O {"� • � A ��� 1.��.� � (E�.�� ti��r�.� `J`J�1�1 INSERTION LWE CONSUL7ING ENGINEERS lNSERTION LINE JVA, INCORPORATED PLAN VIEW a�c��ecrs a�o�EC� �u��R: THE USE ❑F P�LYETHELENE WRAP FQR C❑RR�SIVE SDILS � �VV i .v�� s^ MIN T❑ BE DETERMINED BY ENGINEER _ i_°. �('f[� s s�a uNE � d I E..O VY '�"��- �JJ4G GASKET GA5KET IN�iERIIM DESiGN DEVf1.OPhIfM NOVEI�BER 19, 2002 ,�t; • , a PIPE FLOW ;,' DE�N �EYELOPMENT FEBRUARI' 14. 2003 � ,, ; PQLYEtHYLENE h PER�IIT REVIEW MARCH 17, 2Q03 � � TUBE ��,�,u•,.>�r.�..•.-��°,-„<,�F.,r.�-�-� SPRING LTNE CONSTRUCTION DOCUMENT MAY 9, 2003 � 4 � E, %� 22-1/2'IONG �" LENGTH �F PIPE / , ;; RADIUS BENQ to be determine � , �, 3/4" AI..L-THREAD ANCHOR BOL7 OR 45'BEND In fietd i � r PIPE CLAMP FIRMLY ATTACHED TO PIPE STtlB OUT APPUCAitON3 (NO CI.EAN OUI� SEWER JOINT DETAIL FOR BELLED SEWER PiPES �__r__.-.- SHALL HAVE A 3M IOCA"flNG DISK �►��p � INSTALLED AT THE END OF STUBOUT iL1.i�L.�i CENTER OF WYE BRANCH d��� HMM TO BE PLACED lN UPPEFi PLAS7IC POLYETHYLENE 'fH(RO OF SEWER MA1N { GASKET TAP£ TUBE � LQCATION TAPE TQ � CNECKED: BE PLACED 24' pIPE PROPERTY LiNE �� AB�VE PIPE DR ANY � ----------- ---------------- INSER7fON LINE PRi]TRUSTON e �M�µ� B' STEEL FENCE AOST- � a " LOCATION TAPE T� \ TlE TO MANHOLE WITH 3/4 PAINT TOP i' OF POS3 GREEN \ ALL THREAD AND EXP. ANCHOR, BE PLACED 24• ��� : e ABdVE PIPE OR ANY 1�� WITFi EPDXY GROUT " ° / pROTRUSICiN �fiEFOaT 5 k�EL FEwC� OST��A�T END Of a ?��. � L1NE TO 4 FEET ABOVE GROUN�- � e n Mq� PAINTED GREEN 4 4� PIPE CLAMp ��—� SE���NAL V1EW R ���,,�����\/� , _- _ -__ _ ___ , �._ �� ���� %i FLOW ---.-- d E 2� AVERAGE AVERAGE � ^�' PTAPE G POLYETHYLENE LOCATION 7APE TO PI.ACE 3M LOCATING DISK —�` INSIIIE LIUTSIDE „O " A - a �E BE PLACED 24' SERVlCE LINE-SEE SPECIFlCAT10N5 qppROX 1 FOOT ABOVE SERVICE � DIAMETER DiAMETER � °` o ° a a a ABOVE PIPE OR ANY GRADE = 1/41NCH PER F407 MIN e o o , o PIPE PROTRU3I17N DEPTIiTOF�MORE T�tAN 6T t ,..� ..> - �. . . - - , >.•� ... , ;, . � .. _ . _ 3' MIN, �; �- . : . � � • �. �_� , '20� VAIL MOUNTAIN SCHOOL MiN 12" OF COMPACTED�� ,• � , • � . - , -' � o, ° . � 3/4" SCREENED ROCK P�QE BEU- `°-; ��'� � WALL THICKNESS V T .,,..�t�y,4 PVC CAP Q� � � ��Q Q ELE A I�N °��., C1R PLUG �� i�TEP � EXERCISE CARE TQ PREVENT PEMEFRATION 3D� �'`'�` 30' OF PE WRAP WITH GRAVEL. RDCKS, £TC, �'" x��° �-°'2.��-�°.�~jj=�"•.=„�",a� SPRING LINE r�orE. ANCHOR MANHOLES ARE REQUIRED FIELD INSTALLATI❑N - P❑LYETHYLENE WRAP t WHERE PIPE SLOPE EXCEEDS 20� WHERE SPECIFICALLY REQUIRED FOR SQTL APPLICATIUNS � EXt7iNG THE MANHOLE ONLY STEP i - PLACE 'CUBE dF POLYETHYLENE MATERTAI. t]N PIPE F'RIOR 7Q LOWERING I7 INTQ PLACE MINiMUM SEPARATION BETWEEN NOTES: STEP 2 - Pt1LL THE TUBE UVER TNE LE�IGTH OF THE PIPE. TAPE TUBE TO PIPE AT JaFNT. �ULD TAPS SHALL BE �8 1NCHES '�. A5 PER DISTRICT REQUIREMENTS: AN CH OR M AN H O�E 5 PkASTFCLTUBE IN PL CE,DJACEldT SPIGO7 END AND WRAP WITH 7APE TC! HOLD THE „ �, Ut�lity Details ALL PIPES ARE TO 8E PUSHED HOME , USING STEP 3 - RVERt„qP FIRST TU$E WITH ADJACENT TUBE AND SECURE WITH PLASTIC AIIHESIVE TAPE. NON—MECHANICAl. MEANS, n�} NTS ERWSD DETAlL N0. S-6 C2.� SHALL BEENEATLYeDRAWN UPTARO ND�HERPIPE BA REL, Ff]LDED ON TDPEOFXPIPE AND TAPED WITH MfNiMAL GAP WITHIN TNE JOINT May 9� ZUV3 ' IN PLACE, -- POLYETHYLENE WRAP DETAIL 6 SEWER SERVICE CONNE�TI4N DETAIL � SEWER I�AIN JOINT DETAIL $ NTS ERWSD DETAIL N0. W-12 C2.2 NTS ERWSD DETAIL NO 5-12 G2.1 NTS �RWSD DETAIL N0. S--19 C2.1 - 2.4 1 ,� , ., ,--_ . ` - . . . � `. • ___- _. -, _ _ ` � ' ���'� �� . 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' , ._ .__.1_._�+, _ P }- �w�' f � 3 ' , t i L � a , � �,�_...� , _�'w _ {_.�__._ _,__-�.r _€.�, _.' _ _� . _.F_- 3-�-�-i- i- --�#�--�--�F---i-__ _�._ . �_ . _ .,.�___�_�± _;� __s 3 �.i� ;_ ,__+._...... ._ _�.�_l��....�_ .t_ �___E _r; __i.�_ _.,;__'__�_E_--,- ROW C/L ROW KATSOS RAN�H RUAD CROSS SECTIONS �+�' HI�M 5CALE: HO�IZ. 1"=20' VERT. 1"=5' CNECKED: KAT �: VAIL MOUNTAiN SCHOOL Vail, Colorado � � s � Katsas Ranch Road Sec�ons and Deta�s � 0 a May 9, 2003 0 � 0 0 N \ -_ OC3 O � � � _ � 3 a U � � � U N � 2. w / � 3 a / U N � � � � � � \� _ CURVE TABLE ' LINE TABLE CURVE �ENGTH RAqIUS CHORD CNORD pELTA = LINE LENGTH BEARI�VG BEARING LENGTH � L1 2.63 N00'13'17"E C1 38 41 25.00 542'47'14'�E 34.74 88'41'36„ L2 317 N48'03'24"W C2 3 81 5.00 526'13'S6"E 3 72 43'38'S6" L3 7.87 N88'15'43"W C3 109.76 7�.00 N46'20'l�5"W 900 23 83'51'15„ ' " C4 4916 25,00 S31'55'4$"E 41.61 112'39'S0" KLi�p Cor.uss�� ) Et�xs DLTSots L4 23 44 S87'3�05 E L5 16.98 S24'29'47"W C5 23.75 20.00 S58'25'31 nW 22.38 68'02'48" + A R G H;T E C T s. � c L6 333 40 S8732'49"E C6 36.44 1�OAO N7?'06'44'�W 36.24 20'52�43" 1 L7 16.42 �J12'33'05"W C7 3.18 2.Q0 N2?'05'17"W 2•86 91'10'1a" Member Amencan Instrt�te oFArchitacis ' " C8 41 14 81.00 N5Q'5i'13"W 44 74 29'C6'00" �Nrrter Square, 7 512 Lanmer Street ( LS 6.05 S87°33 05 E � L9 1.22 S02'09'56"W C9 93.56 1i9.00 S58'S5'39"E 91•17 45'02'54" Bridge Level �e�,��f,Golorodo 80202 I i L13 0.93 NQ2'09'56"E C10 3.67 2.00 S39'56'55"W 3•17 105'DO'QO" � L14 16.19 S80'48'55"E C11 3 91 2,50 N�+2'41'35"W 3 53 89'43'01" � p°j 303-893-1990 fax 303-893-22Q4 • L15 24 21 S02'26'55"W C12 4.23 2.50 S50°40'3�"W 3 75 97'01'09" - - _ _ � , ,. � L16 3.00 N42°00'S0"W C13 �40.69 28.00 N39'11'00"W 37 20 83•��'Sp„ , ' - _ - , � � L17 3.00 S47'59'10"W C1�4 22.90 16.00 N43'27'16'�E 2� �Q 82'QO'41° � ' , ` -- -- L18 24.66 NO2'26'55"E C15 2 80 3.00 S68'46'37"� 2 70 53'31�34» � - -- � - - . - - - --- - . , L19 150.27 N87'33'05"W C16 2 80 3.00 N74'44'S8"E 2.7� 53'31'34„ � � , � , - 1.2Q 63.56 S57'S7'33'�W C17 22 6Q 16.Q0 S3$'01'10"E 20.77 80'56'1Q„ i � , � ' , ; L21 20.37 N87'33'05"W C1$ 53 31 44 00 N32'15'46nW 5011 69'25'22" f � � , : , -- , _ � L22 17.02 N49°25�26"E C19 52.47 6fl.00 S41'S5'11"E 50.82 50'06'31" i � , , , , . � �23 17.02 S16'12'09"W C20 61.69 50.40 N52'12'30"W 57.85 70'41'10„ � } ' ' _ � � � , L24 21.87 N87'33'05°W C2i 26 49 44.00 S75'12'14"W 26.09 34'29'22" � , ' � � � � • � -- ` ` ' - . ' L25 14.47 N49'2i�21"E C22 45.75 76.00 N75'12'i 4"E 45.06 34'29�22„ _ ' . 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U N � / 7 � _ � � � y y KTTPp �� OIUSSY 1ENKS DISBOIS � y , �'9ip��s .�PCHITECTS, P C �I ~ y '� ���0, t✓iemhe- Amencart I�st�Tute of ArchiteBs I m � V��nter So�dre, 151 2 Larimer Streei y andge Leve�,Denver,Colorado 80202 .. o � �i� ph 303-893-1990 fax 303•843-22fl4 � � �c�S �P� o WALK DEPRESSION �� � �' ,. ���' � ATTACHED WALK ��4 � _ / r' �' ! 2'-s" " y „ � y `V DETACHED � ATTACHED „ - �, �, y WALK y �' 2�-0" ALK " � -� " y , 4-1/2'� 50:1-� 12:1 � ,� SEAL EXPANSION JQINT W/ M�X MAX t'-� ��� n � , ---i{� POLYURETHANE JOINT SEALANT � � 12't pR Z � . ,_ , ' 1 / FT � 1/2 DEEP X 1/4 WIQE ��� R o ^� � � d 4, 'e �� � . r l �?� � �(�'\ 1 .. ., �a i d -r.��^,,,�.-...� ' . e , . L R (� � � �." , ; •b, a• - � , , a � , ` 1/4'+ PREFORMED NON-EXTRUDING AND �6�Q+�...�I �+�Q�� y COPYRIGHT 2003 �/'' � ' '� ' ' • •� : a � • . ` RESILIENT TYPE JOENT MATERIAL TO �"'"4'-0"-� � DETACHED WALK 1.� � , _ ' , ' ��' a �b • -v 7his dacument �s on �nstrument of servica,and � a. , , MEEI' AASHTO SPEC. M-213. y � f , J� �< .`. CORNER � � y as such, rema�ns tF,a property of ihe Architec+ ' ' y Permiss+on for vse of thls ducumant�s hm�tad 4 �-�/2» i` �� � � �\i „ a, 4 d y y y �r�" a n d c a n 3�e e x t e n d e d o n l y b y w r�tt e n a g r e e m e n t O�o \, \�/ J`��///�� .\� i � y a' � � with Kltpp Colussy Jenks DuBois Architects, P G �- � SPIE.L GU�T�R TO �`� �o� -'� 6" COMPACTED MA7CN SLDPE OF 1 2:1 M A X „ y y 'S' N�TE� y y ,� � \°°9��L ��� ` S U B G R A D E , A D J A C E N T P A V E M E N T EXP JQIiVTS EVERY 100' MAX AND �, '� y 6. '�`�' �-� 2 CURB AND GUTTER WHEREVER SIDEWALK ABUT5 EXlSTiNG „ y y `o- ' CONCRE7E STRUCTURES (TYP) - SEE PLAN � SPfLL GUTTER TO 1'-6" � y 6�0 MATGH SLOPE OF EXPANSION J�INT DETAfL 2 y ' ' , JA AV T t'-0" ATTACHED WALK � � AD CENT P EMEN , ,,,o M!D - BLQCK � ,;�� �vrs c4.o ,- �,o - � A B ��/ � a � -� �� � �°� / �-r �' Z � � �_ ^ a �.�. -0 a aa 4 - ' � - - CV '0 d '1 tfl � (p- r.- � -- - - - - -_ t' - ,,�}�_ -`..c�-.t�$' �_`.%. - �-' y 'L ;±` . ; f � 5 y} d � / �d C-� !- t ' �� s �+ �4 - � �� � s =d 4 �' 'i L. �l�� :S } } ( � .7 '�"i � Hl � r��� �, � � ' _ " �'4�4 - ' `1 t '"'�� , .', � R �K`" '�L ' ���� .,,:: 12:1 �IAX y - - "�' - {� O r 0 I - - _ �;� :�` ' ''�,`�`. _ ,*, }� j:_�<.=Y=�w ��,c .� L:;7 ���`n ��;f=3';���= k', ,'�. �.` _�, .�� °t,rv!'°- .;�. ;� 1.�:��� �� ��#�•'��:��„�w; N �, r�. _.� _ ��'•�r;,.? ;�'�°,,-':; � , _ .��. .� TA ( ' �iC. -- - M;�M1�; "' - ' �t�? _ " ;tM1t"_ " fl ' f ^,f- - ''Y��'C� - ' y � '�'�. \� N°= - +- . �V K NS{ _ - WAL TR :.�� - � - h.:� 1 R � :•x�� : 1 2 - ',;� - �. t � `S^ i �,�y,- / � _ r�1 _ _ � �S ' _ "4•Yy _ � a,jf�,.r.�,-.,1�,�� - � '�4R ;��. - \ �I. - � - _ - � �S« � � - - '� �`R-. �f�� /r i � � \ a r �.s� - � - . r . _.F? ! � \ 1 _ �t"Y i _ / � - - - - - T ER 0 •f�T SPiLL GU T T �t' _ 1 �� _ „vic �\ I+ - • 'T�� - u��?�° _ +'A:Y _ a.J'�` ' � i`Sr` _ � \y _ \ �°)_ ' � p _ t _ `.� ' _ ;.1' - Y�f: , ��7�' 42rn 1� T H S OPE OF - AC L � _ 8 COMPACTED SUBGRADE ADJACENT PAV�MENT � 1' CURB AND GUTTER RAMP 12:� r�Ax � " A 2'-0" MIN 2'-4" MIN � ���„ GUTTER SlDEWALK W!'DTH VARIES 10'-0" MAX GROOVE JOINT ��g" � E.J.yp� 5'-0" MAX 5'-0" MAX ��_aN ��� CURB BACK OF Ct7R6 � SPILL GUTi'ER TO 3/4" • a ° `�' °' � ° � • • ,.�',,..'� '�� � t► ' ', o.as (�') ' .o ���c� s�n�� o� a- • � ' . • s� (TYPj : - •. . ,��"::�a' -: d ��lA,r h� •i � • �. l• '�. ' , _ . 0.16 (2') .. ADJACEN7 PAVEMENT ' � ', • , .° , �' ,` � � � � .. •° , °' . �a' a, � �, e � a , e v 4 . FLOW LINE ' � TYPfCAL RAMP SECTION SECTION A-A SECTION ¢--g CONTRACTIO(V JQINT a.�s. N�TE: NO S: CONTRACTION JQiNTS AS (NTERVAL TO MATCH WIDTH 1. THEftE SHALL BE NO LIP WHERE THE RAMP MEETS THE GUTTER 1. CONCRETE SHALL SE 6 SACK M{N1MUM CLASS "A"- OF SIDEWALK (TYP) - SEE PLAN � 4000 LBS SQ. INCH AT 28 DAYS W FIBERMESH 2. CURS RAMPS SHALL BE PROVIDED AT ALL CORNERS OF STREET INTERS�CTIONS 2. SUBGRADE/PREPARATION 1'0 CONFQRM TO CONCRETE C�NTRACTION JOINT DETAIL 3 S!EWALK AND CURgCTIONS WHERE THERE IS EXISTING OR PROPOSED PAVEMENT SECTION DETAiI. NTS C4.Q 3. FOR JOINT DETAILS SEE THIS SHEET 3. RAMP SURFACE SHALL HAVE R COARSE BROOM FINISH WITH GROOVES CURB AND GU TTER DETAIL 1 PLACED PERPENDICULAR TO TNE SL4PE AT 12" INTERVALS NTS �`�•d 4. CURB RAMPS SNALL BE POURED MONOLITHICA�LY WiTH �HE CURB, �C��-� ' '�'�1��,� GUTfER AND APRON CENTER RAMP TO BE BRICN COLORED CONCRETE �G�' �,�� WITH EXPANSI0IV JOINTS, POURED SEPARATELY ., ' . ,,� 5. RAMP LOCATION SHRLL BE SPECIFIED ON THE CONSTRUCTION PLANS, � � , � RAMP AND WING SLOPES SNAI.L NOT BE STEEPER THAN 12:1 � � �' s � . ✓ 4 H � �URB RAMP DETA�LS 4 �,� ��� � � � ��s ca�.o � � l�`� . ��,��,��.A BITl1M SURFACE COURSE (FULL DEPTN) � �e��rr:� `J''`J`I1� N COMPACTED SUBGRADE � �oVAU NCORPORATED S GUTTER FL4WL.�NE SEE NORIZONTAL �� CONTROL FOR ARCFIItECT'S PRUlECT NU�iBIIL• 1"'TER��CTl�"� CU°S A�qC�. SyALL u£ PCJ°�D m o - - - - - - R E 7 U R N R A D I I MOPJOLlTHICALLY Wl1N ��" 2�Q� .O Z$ CURB/GUTTER/WAi.K AND � � � {SSUE: � � �' SHALL BE A MINIMUM OF 4- �� (�$� p�pp1��1' NOVENBER t9, 2002 a ' -• . . , „ • �c • � _ � f :° �. s: �•: : A. �: '' ,a• ' ' •� ' LlGHT DUTY , $� -�icK - . 4, " ,; , p,y • � . ' . 'p � ,: • DESlGN DE1+�LOPMENT fEBRUARY t4. 2�03 , �� �< •.a• . ,,� �� � � o PERI�II{T REVI�i►! I�lA,RCH 17. 2003 _ � ' °. 1. LIGHT QUTY FULL QEPTH ASPHALTiC CONCRETE FOR i A � E , "�r- C�N51RUCilON DOCi1MENT NAY 94 20Q3 PARKING AREAS / .�� �p' 2. COMPACT SUBGRADE TO 95% STD PROCTOR (ASTM D-69$} � t2� OPTIMUM MOISTURE CONTENT USlNG ONSITE MATERfAL /� • � -- � -`- -- -"- ' - ' -� .------ �o COMPAC7ED SUBGRADE 3. ALTERN�STE PAYEMEhIT 3ECZION. 3" A3PIiALT FAVEMENT OVCR � CR4SSPAt�1 V 6" CDOT CE.ASS 6 BASE COURSE � � a o a z% 5�-----��-� BITUM SURFACE COURSE �. 1/2" EXPANSION \,\ `� \ NaTES; . (FU�L DEPTH) FLOWLINE SHALL BE TOOLED ALONG JOINT MATERiAL •\ \ \��\\/�� " ` � ' < � ,o , �, e RRNWN: Ht�M 1. USE COIVCRETE PRVEMENT FOR S1TE SiDEWALKS = CURB FACE BE�WEEN PCR'S AT ° d ` , ; \//�\/��\,�` � DOWNSTftFAM SIDE OF INTERSECTION � �' �� CHECKED: KAT 2. COMPAC7 SUBGRADE TO 95� STD PROCTOR (ASTM D-69$} u, 8,_�� Q 6 CONCRETE 3� OPTIMUM MOISTlIRE CONTENT �,_�„ ^ -• 6" COMPACTED SUBGRADE CONCRETE PAVING SECTI�N DETAIL 5 COMPAC"fED SUBGRADE " N �S' �ro"s: NTS C4A '- 4�•+ Y� ' �" �;Y ' ' ° t" • ,. 'r�.. '� i - � ' � � ° . " =t�•3'�,. � � r• �' °O 1. BASE TO BE UNIFORMLY CO�IPACTED TQ A MiNIMIlM 95� OPTIMUM DENSIT`(. , ..� p' {. � �'--""" 2. llNREIN�ORCED CONCRET� TO BE A MIiJIMUM OF 4000 PSI CDMPRESSIVE STRENGTH. SECTION, A -, A 3. FlBER MESH RElNFO�CEMENT SHALL BE AT THE RATE OF 9.5 LB f CY. � N .�; 8 FOOT CROSSPAN NO S' H��►VY DUTY 1. SEE THRS SHEET FOR CQNCRETE JOII�T DETAILS 1 �' CONCRETE BIKE PATH g 1. HEAVY DUTY ASPHAtTlC CONCRETE �OR 51REETS AND ►�� C4.0 ONSITE DRIVES 2. SEE TFt1S SHEET FOR CURB RAMP pETAILS VAlL MOUNTAIN SGH��L 2. COMPACT SUBGRADE T4 95% STD PROCTOR (ASTM D-698) 3. EXPANSI4N JOINTS ARE REQUIRED AT PCR'S Wfl1�, Colorado t2� dPT1MUM MOISTURE CONIENT USING ONSITE MATERIAL � 3. A�TERNATE PAVEMENT SEC�iON: 3" ASPHALT PAVEMENT OVER 4. CROSSPANS ARE NOT PERMITIED ACROSS ARTERIAL/GOLLECTOR STRE�75 ' � �" CDOT CLASS 6 BASE COURSE �'YPICAL INTERSECT��N CROSSPAN DETAIL � � � ASPHALT PAVING SECTION DETAIL 6 �T� ��..o � � ��s c4.o Horizontal Contra! & S�te De�mis � a ° _ May 9, 2003 � 0 0 N � -- � O \ � O � i � � - � HORIZONTAL CONTR�L & SITE DETAIIS N 4.1 � C4.1 SCALE: AS PSOTED � W � � � � � U N 7 / � � � _ � - � 1 I ' �1'� � �} � I „ „ . ¢ KEYNOTES � ABBREVIATI4N5 Note: Abbrev�ations for L1 .X ser�es drawings only GENERAL LAYQUT N�TES �Ef��RAL GRADING/�ARTHWORK NOTES o.a RELATED WQRK AD AREA DRAIN FC FACE a�CURB PVMT PAVEMENT ALL EXISTING GRADING,CURB LAYDUT, EASEMENTS AND UTIL(T1ES ARE BASED QN MAXIMUM SLOPES IN LANDSCAPE AREA5 SHALL NOT EXCEED 3:1 AND M1NfMUM SLOPES 0.1 CURB RAMP RE:CNIL - APPRQX APPROXIMATE FG FINiSH GRAQE PVR PAVER(S� SURVEY INF�RMATlON FREPARED BY NA Inc., 1319 SPRUCE STREET, !N LANDSCAPE AREAS 5HAtL BE 2°/a UNLESS OTHERWISE NOTED�N THE DRAWlNGS. 0.2 DUMPSTER SCREEN WALL RE:ARCH ARCH AR�MITECT FL fLOW LINE QTY QUANTITY BaULDER,CO 80342, AND PRdVIDEp BY KLIPP COLUSSY 1ENKS DUBOIS ARCHITECTS, ,--,� AND ARE SfiOWN FOR INFQRMAI�IOM1I QNLY. MAXIMUM CRQSS SLQPE QN A!L CONCRETE WALKS SHAL!NOT EXCEED 2%; MAXiMUM ��•�� PAVING & GRADING f AVG AVERAGE FQS FACE OF STEP R RAQIUS �, g&B BALLED AND gURIAPFED FQW fACE OF WALL Rd R�OF�RAIN SL�PE ALONC L�NCTH OF WALKS SHALL NOT EXCEED 4.99°/Q. 1.1 4" CONCR�T�PAVIt�G/�ROOM FiIVISH 61L1 6.fl � K L 1 P P C o�.u s sY J E N 1C 5 D U B O I S BF �OTTOM OF FOa�FtNG FS FINISHED SUaFACE RE REFERENCE ALt PROP�SED UTILITIE5�STREET LAYOEITAND GRAD(NG 1NFORMATION WAS PREPARED 1.� 4" CDNCRETf PAVING/�ANDgIAST FINISH 6i11.6.4 � AACHITECTS, � � BLDG BUILD{NG Ff Ft?OT(FEE� REINF REINF�RCE(D),(fNG) BY NA Inc., 1319 SPRUCE S�ftEET, 80t1tQER,CO 80302, AND ARE SHOWN FOR PROVIQE SM40TH, CQNTINUOUS TRANSlTlONS BETWEEN SLOPES UNLE55 OTHERWfSE 1.3 CONCRETE STEPPING STONE 2/L1.6.4 � BM BENCNMARK FTG FOQTiNG REQ'D REQI�fRED INFORMATI�N ONLY. REFER TO CNIL DRAWWGS FOR FURTHER lNFORMATfON. NOTED OR lNDICAI'EQ OiV THE DRAWINGS. 1.4 NOT USED I Mamber American Insht�ta ofArch�t� � BQC BACK OF CURB GA GAl1GE REV REViSION{S}, REVlSED NOTfFY ARCH�'ECT QF ANY D1StREPANCIES. CONTRACTOR TQ VERIFY LQCATIQN OF 1.5 NOT USED Wrrter Sq�are, 1572 Lanmer Street BOS BOTT4M OF SLOPE GALV GAtVANIZED RIM RfM ELEVATION ALL UTILITIFS ABOVE AND BELOW GRADE FRIOR TO CONSTRt1CTI0N. FINAL GRADING TO BE FIELD REVIEWED AND APPROVED BY LANDSCAPE ARCNRECT 16 CRUSHER FINES PATN/PATIO/MOW BAND 4II.1.6.0 � Bndga��e+,Uenver,��o�do go2oz Bft 80TTaM QF RAMP GB GRADE BREAK ROW RIGHT OF-WAY FR10R TQ SEEDINGISODDING OR PIANTING. 1.7 WOOD CARPET PIAY SURFACE RE.S�ECS i ph 303-893-1990 fcvc 303-893-2204 BRG BEARING GC GENERAL tONTRACT(aR) SAN SANITARY ALL ARCHffECTURAI ELEMENTS ARE SHOWN ON LANDSCAPE PIAN�FOR REFERENCE 1.8 SAND PLAY SURFACE RE: SPECS j BS BOTTOM OF STEP/STAIR GPM GALLONS PER MINUTf SCH SCHEQULE ��1LY. REFER TO DRAWINGS PREPARED BY KL1PP C�LUSSY 1ENKS DUBOIS ARCHfTECTS C�NTRACTOR TO GRADE AND REPAIR All.DISTURBED AREAS IiV ORDER TO CREATE 1,9 6" CONCRETE PAVING BRQOM FINISF! b/{.1.6.0 � -- - ----___'-�-___ _� BW BOTTOM OF WALL H4RiZ HORIZ�NTAL SQ ST�RM DRAIN FOR ACTUAt ARCHITECTURAL INFORMATION. NOTIFY ARCHiTECT OF ANY A SMOOTN TRANSITION FR�M NEW GRADE TO�XISTING GRAD�, INCtUDING �' �� C A�. C A L i P E R H P H I G H P�I N T S E C S E C T i 4 N DI S tR EPAN CI E S PRI OR T O C QN STRU CTI QN. HARR S CAPE ANQ S O F f S CAPE AR EA S. N O T I F Y AR CHITE C7 Of A N Y C O N F kKT 5 �•Q; JOINTfNG � / ��', CB CATCH BASIN HT HEIGH7 SF SQUARE FOOT(FEET) Z.1 TDOlED CONTROL J�If�T 6/L1 6.0 I , �� ( CF CUBIC FEET ID INSIDE DiAMETER SHT SHEET THESE DRAWINGS US�A SYSTEM OF KEYN4TES FOR MATERIAt DESIGNATI�NS AND ��NERAL PLANTING NOTES 2.Z SAWCUT CONTROL JOINT 6/L1.6.0 ` �'�, , CIP CAST-IN-PLACE iN 1NCHES SIM SIMl1AR SPECIFIC SITUATION NQTES. CONTRACTflR TO BE�AMiIIAR UVITH SYSTEM PRIOR TO _____ 2.3 SEALED EXFAN510N JOfNT 6/L1.6.0 � I C1 CONTR01101NT INV INVERT ELEIlATION SPECS SPECIFICATIONS COMMENCING WQRK. CONTACT ARCHfTECT IF CONFLICTS ARE FOUND OR SYSTEM fS � ' N�T CLEAR. PIANT QUANTlTIES ARE N4T PRQVIDED. Cf i5 7HE RESPONSIBILITY OF THE !3.�' RAILINGS & FENCES ' � CL CENTERLINE 1T a01NT SQ SQUARE CONTRACTOR TO VERIFY PIANT NUMBERS AND PROVIDE ALL PROPOSED PLANTS �`-1 ` ' CLR CLEAR�ANCE� LP LaW POINT SS STAINLESS Si`EEL BASED UPON P1ANT BED SiZE AND SPACING. 3.1 HANpRAIL 3/L1.6.1 � %' � CO CLEAN OUT MAX MAXIMUM STA STATiQN WRITTEN DIMENSIONS TAKf PRECEQENCE OVER SCALED DIM�NSIONS. �,\ � �� � C4L COLUMN MH MANH�l.E STD STANDARD '�� CURBSr EDGERS, & STEPS ALL LAYOUT DIMENSItJNS ARE FR�M PLAN VIEW CALCUTATIONS. FIELD DIMENSI�NS STAKE AL�TREE AND SHRUB LOCATlONS BASED UP4N THESE PLANS. OBTAIN 41 MAIN COURTYARD STEPS 1/L1 6.1 C4NC CONCRETE MiN MINIMUM STL STEEL ARCHITECT'S APPROVAL OF STAKED LOCATIONS PRIOR TO PLAN�ING COPYIIGHT 2003 CONT CONTINU4US MiSC MISCELLANEQUS TC TOP Q�CURB MAY VARY FROM PLAN DUE TO ACTUAL tENGTHS ALONG SL4PED SURFACES. 4.2 LOG STEPS 7Jl3.6.1 CU CUBIC MTD MQUNTED TF T�P QF FQOTING 43 CONC. STEPS Q CWTTER BRIDGE 1/ll.fi.1 Th�s dOCVment PS an instrumant pf Servipp,a�d REFER TD PLANT LEGEND�OR DECIDUQUS TREES TO BE WRAPPED. REfER TO ag s��r,, remains the property of the Archrted DEG p�GREE MTL METAL THK THICK ALL 1.AY4t1T DIMENSIONS ARE T4 BACK OF CURB, FACE�F WAtL AND(OR FACE OF 4.4 PLAY CURB 8/11 6.0 PBrmission for usg af this docum�nt�s I�mitad BUILDING UNLESS OTiiERWISE NOTED. SPECIFICATfONS FOR WRAP IYPE ANp TIMIN�. 4.5 PLAY SAND RNER EpGE 5/t1.6.0 °"d`°"�°"'B"d'�only by wntfen agreement DEMO DEM�LISH, DEMQLITION NIC NOt 1N C�NTRACT TLF T�P 0�LIGHT FOOTING wffh Kltpp Colussy Jenks DuBofs Archffects, P�. DI DRAlN INLET N�M NOMINAt TQPO T4POGRAPHY 4.5 DROP-OFF PLAZA STEPS 1IL1,6.1 ALL SHRl1B AREAS ARE TO BE PREPARED AS CONTINIlOUS gEDS AND SHALL BE DIA DIAMETER NTS NOT TO SCALE T�S TQP OF SLOPE DIMENSIONS MARKEp "VERIFY" ARE TQ BE�IELD MEASllRED. ANY DISCREPANCIES SEPARATED FR�M LAWN AREAS BY EDGfNG MATERIALS UNLESS 47HERWISE NO7ED. 4J WEST C4URTYARQ CQNC.STEPS 1/L�,6.1 D!M DIMENSION QC QN CENTERtS} TS TOP OF STEP FROM THE NOTED DIMENSIONS ARE TQ BE BRQUGHT TO T�{E ATI'ENTION OF THE 4.8 MAIN COURTYARD PATHWAY STEPS 1/L1,6,1 DN DOWN OD OUTSIDE DIAME7ER TR TOP OF RAMP ARCNITECT PRIOR Ta CONTINUING WORK. REVIEW$TEEI EDGER LAYOUT WITH ARCHiTECT PRIaR TO iNSTALLATION. 5.4 tNALLS DP DRAIN PANEL OPP OPPOSITE TRANS TRANSFORMER DTL dETAI[. PC POINT 0�CURVATURE TW TOP dF WAL1. C4dRaINATE RROPO�EQ WALKS ANa RAMPS WITH EXISTING CONDITIONS. LAYOUf OF 5.1 BDULDER RETAINING WAII DETAIL RE: CIVIL ARCS T�BE SNi00TH AtVD C4�ITINUOUS. STAKE PROPOSE�WALKS AND RE1/IEW IN l!T'iLITY/PLANTING CONFUCTS MAY E7CIST,VERIFY LOCATION AND DEPTH OF ALL 5.2 FREE STAND)NG STONE WAII 1/L1 fi.2 DWG DRAWiNG PED PEDESTRIAN 7YP TYPlCAL tlTILITIES PRIaR TO FIANTING. ANY CaNFLKTS SHALL BE RESOLVED IN THE FIELD EA EACH PER� PERFORATE(D} VERT VERTICAL FIELD WITH ARCHI�ECT PR10R TQ FORMING. RY TNE.4Rr_NITF[T_ 5.3 STONE RETAfNING WALL 21L1.6.2 EJ EXPANSION 101NT Pl POINT�F INTfRSECTlON VOL VOLUME 5.4 RADfUSEQ ST�IVE VENEER WALL 4/L1/6l2 EL ELEVATION Pi. PROPERTY LINE W/ WITH Al.L DETACHED WALKS SNALL BE CONSTRUCTED PARALLEL T4 EXISTING CUft6 AND p���AND EDGING LAYOUT SHAf.I TAKE PRECEDENCE OVER IRRIGATION VALVE BOX 5.5 PIAYGROUND WALL C�CIATfER BRIDGE 6/L1.6.2 i EQ EQUAL PRV PRESSURE R�DUCING VALVE 1NJ0 WfTHOUT GUTTER UNLESS OTHERWISE NOTED. 5.5 MONUMENT S1GN WA1L 1/L1.6.4 LOCATiONS. INSTALLED VALUE BOXES WHICH CONFLfCT WfTM PROP�SED PLANT AND � EW EACN WAY PSF P4UND5 PER SQUARE�OOT WP WATERPRQ��lNG 5.7 TYP.STONE VENEER WALL 3/L1.6.2 EXIST EXISTING PSI POUNDS PER SQUARE INtH WT WEIGHT LIMIT OF WORK LINE F4R C�NSTRUCTI�N!S SNOWN �IAGRAMAl1CALLY AND 4CCURS AT �aG�NG LAYOIlT SHALL 8E MOVED TO ANOTNER LOCATI�N AS DIRECTED BY ARCNITECT 5.8 RAIS�D CONCRETE SEAT PAD 1JL1.6.0 _ EXP EXPOSEQ PT POIN?OF TANGENCY WWF WELDED VUIR�FABRIC BACK QF CURB, EDGE OF RfJAD,FAGE OF BUIIDING OR PROPERTY LINE UNLESS AT N4 ADDITI4NAL C4ST T4 pWNER. 5.9 STEP WALL 6/L1.6.2 EXT EXTERIQR PVC POCYViNYL CHLORIQE YD YARD OTNERWISE N(?TED. CONTRACTOR SNALL REPAIR ANY DAMAGE TO IXISTINU lRRIGATION, IANDSCAPE AND 6•� SIT� FURNISHINGS/S1TE E�EMENTS - HARDSCAPE THAT MAY OCCUR DURING CONSTRUCT�ON AT NO ADDI710NAL COST TO � DRAWING AND PIAN NOTES REARESENT FI�lISHED,BUILT CONDCiIONS. A!.!.BRACING, O��R. 6.1 B�llLDER-SITE SALVAGED BURY 3/4-1/3 REVIEUV W/ARCH. RE:SPECS • TEMP�RARY SUPP4RiS AND SH�RING NECESSARY F4R C4NSTRUCTI(}N ARE TNE SOL� 6.2 SAND PlAY RNER AND 10G BALANCE B�iDGE 5/L1.G2 ' SYMBOL LEGEND RESPONSiBIL11Y OFTHE CONTRACTQR. 6.3 SKI RACK • C�NTRACTOR SHA1L BE RESPONS(�LE FOR MAINTAINING ALL PlANT MATERIAL � � ALL SYMBOtS ARE SWQWN DIAGRAMMATICAIlY ILLUSTRATING APPROXIMATE LQCATI4N INCLUDlNG 50D/SEED AREAS IN A HEALTNY STATE DURING CONSTRtlC710N AND UNTIL 7.o LIGHTING QF EXISTlNG AND PROPOSED MATERIAIS. ANY DlSCREPANCIES OR C�NFl.ICTS FINAL ACCEP7ANCE. ANY pAMAGE 7Q Pl.ANT MATERIAt DUE TO I�EGLECT BY TNE 7,1 PARKING tOT LIGHI'W/�OOi'iNG RE:ELEC. # BETWEEN EXlSTING AND PROPOSf D CONQITIONS SHAL.L BE REPaRTED T4 TNE C�NTRACTOR SHALL BE RfPAIRED QR REPLACED AT THE CONTRACTOR'S EXPE�ISE. 7,Z REC�SSfD WALL LIGNT RE: �LEC. ► IAYDUT KfYNOTE NUMBER ARCHITECT PRIOR T�CONSTRUCTlON. 7.3 STONE BQLLARD L1GHT 7ILi,6.2 CONTRACTOR SHALL iN5URE THAT THE LANDSCAPE PLAN IS COORDINATED W1TH PLAiVS - MASfER KEYN�Tf SECTION REFER TO SPECI�ICATIONS F�R ADpITIONAI INFORMATION FERTAlN11VG TO THE PREFARED BY OTHER C�NSUCTANTS 50 THAT PROPOSED GRADlNG,STORM DRAINAGE,OR g•o PIANTING • PROJECT MATERIALS, PROCEEDlJRES AND INSTALlATION. �T'FIER C�NSTRUCTlON QOES NOT C�N�LICT WCfH NOR PRECLUDE INSTALIATION AND $.9 DEC{DUOl1S TREE PLANTING 1/L3 6.5 SPECIFIC KEYNQTE MAINTE(VAI�ICE OF LANDSCAPE ELEMENTS DESIGNATED OiV THIS PIAN. 8.2 DEC�DUOUS TREE PCANTING �N SLOPE 2/L1.6.6 REFER TQ IRRIGA�iQN DRAWlNGS FQR GENERAL N�TES RE6ARD#NG IRRIGATION SYSTEM 8 3 EVERGREEN TREE PLANTING 3/L1.6.6 DETAIL NUMBERISHEET NUMBER CONSTRUCTION. 8.4 EVERGREEN�`REE PLANTING�N SLOPE 4IL1.b.6 l�. SNEET NUMBER 8.5 SHRUB PLAN1'WG 5/11.6.6 '� 8.6 SHRUB PLAMING ON 510PE 6lL1.5.6 SEC710N NUMBER 8.7 GROUNDCOVER/PERENNIAI PLANTING 7/L1.6.6 PLANT LEGEND $:9 STEfLTEDGER�� ��AR� �;:6:6 �� S}iEET NUMBER � 8.10 GRAVEL MUtCH 9/L1.6.6 �pOL ' �.rN„a ; ELEVA�ION NUMBER SYMB. AB6. BOTANICAL NAME COMMON NAME SIZE COMMENTS 9.o DRAINAGE �G �v I � � � � � I �'�' SHEET NUMBER \ � C�NIFER�US TREE5 9,1 INLET DETAIL RE:CIVIL ,� /- � _ °� _ + � . AC A B I E S C 4 NC 41 0 R WHffE FlR 6'-8',S'-10' EVE�d DIST.4F SiZES B&B 9 2 M ULTI�L OW UNDERDRAlN RE:S PE C S �'' . �__ , � � '��"„""���� =-PE PICEA ENGEWIANNU ENGELMAN SPRUCE 6'-8',8'-10' EVEN DIST. OF SIZES B&8 � `�`��,�f' � �� � , PA PINU5 ARISTATA BRISTLEtONE PINE 6'-8'!8'-1D' EVEN DIST. Of SIZES B&B � f ,PP PINU5 P�NDER�5A PQNDER45A PINE 6'-8',8'-1Q' EVEN DI5T. OF SIZES B&B ?��� � � , rR , DECIDU4US TRE�S � G AA AM€LANCHIER AtNI�'OLIA SASKATOQN SERVlCEBER�Y 6'-8'CLUMR ; � P�A P4PULUS ACUMINATA LANCEL�AF COiTONW00D 3' � ' 'T � Q ; � PT P4PULUS TREMUL�iDES QUAKING ASPEN &iQ', 10-12', 1.75" � 120Q Bannock Street Denver,Colarada 802Q4 Q PVM PRt1NUS ViRGINIANA MELANQCARPA CHOKECHERRY fi'-8'CLUMP rei.so3.57i.o� , Fpx.303.825.0438 ' SHRUBS AREIIRECT'S PROIEti NIi�BFR � CC CARYOPTERIS CCANDONENSIS 'DARK KNIGHT' BtUEMISTSPIREA 5 GAL. ZOQ� .OZS ' �J CSB C�RNUS SERICEA'BAILEYI' BAItEY QOGWOQD 5 GAL. �S� � � O CS C�RNUS SERItEA REQiWIG DOGINOOD 5 GAI.. ir��ufs�o�ao��r�r �ov�a�i9,zoo2 � - ; � C51 C. 5. 'ISANTI' ISANTi DQGW�OD' S GAL. DF.54GNDEV�.OPMEM fEBRUARY14,2�3 -- � HD HQL4QISCUS DUM4SUS ROCK SFIREA 5 GAL. �r�w MARCHIl,zoo3 CONSf RUCTION DOCUMENT MAY 4,2003 � O , 1A lAMESfA AMERICANA WAXFLOWER 5 GAL. ' � Q LI LON(CERA INVOLUCRA7A TWlNBERRY N41dEYSUCKLE 5 GAl.. ; ' e PM4 PHYSOCARPUS M4N4GYNU5 NINEBARK 5 GAL. I � � RA RIBES AUREUM GOLDEN CURRENT 5 GAl_ � � SPN SALIX PURPUREA'NANA' DWARF ARCTIC WlU.OVI1 5 GAL. { � � SQ SYMPHORICARPQS aRE�PHILUS MOUNTAIN SNOWBERRY 5 GAL, DRAWH � � SMP SYRfNGA MEYERI 'PAI.IBIN' DWARF KOREAN LILAC 5 GAL. � PERENNIatS, GROUNDCOVERS CHECKED� � � AP ANTENNARIA PARVi�OLIA PU55EY�OES 4' POT �� � AAL AQUILEGiA AlPfNA ALPINE COLUMBINE 1 GAL. ! AC AQUILEGfA�AERULEA ROCKY MTN.COk.UMBINE 1 GAL. � ACH AQUILEGIA CHRYSANTHA YELLOW CQWMBINE 3 GAL. � AU ARCT45TAPHYL4S WA-URS! KiNN1KINNICK 3 GAL AF ARTEMISiA FRIGIDA FRINGED SAGE 9 GAL. ' AAD ASTER ALPIiVUS 'DARK BEAU�1'' ALPINE ASTER 1 GAL. � CR CAMPANUiA RaTUNDIFqLiA HAREBELL 1 GAL, � EU ERI�G�NUM UMBELLATUM SULPHUR FL�WER 9 GAL. ; VAII MDUNTAIN SCH�OI ; HS HELI�T�TRlCNQN SEMPERVIRENS BI.UE AVENA GRASS 1 GAL. Udl�,Colo�ada � LA LUPINUS ARGENTEUS SfLVER LUPINE 1 GAL � MR MAH4l�IA REPENS CREEPING MAHQNIA i GAL ' FfELQ PIACE BY ARCHITECT ML MERTENSIA LANCEQIATA BLUEBELl. 1 GAL - � MD M4NARDA DlDYMA'JACOB CLJNE' BEESALM 1 GAL,. � MF MONARDA�ISTULOSA HfJRSEMINT 1 GAL LANaSCAPE C�VER SHEET � OM 4ENaTHERA MACROtARPA OZRRK SUNDROPS 1 GAL ; PVS PANICUM VIRGATUM 'SHENAND4AH RED SWlTCHGRASS i GAL. M�y9,2003 ' - , PM PAXISTIMA MYRSENITES MTN.LOVER i GAL. ' PD PENSTEM4N RIGiTAlfS 'HUSKER RED' R�D LEAFED PENSTEMON 1 GAL. � ' �- PS PENSTEMON STRICTUS ROCKY MTN.FENSTEMON 1 GAL. � PV PENSTEMON VlRENS BLUEMIST PENSTfMON 1 GAL. J � PN P4TEM1LlA NEUMANNIANA tREEPING POTENTlLIA 4' POT � ' TP THYMUS PRAECOX'SK4RPIU1' LEMO�!CREEPING TNYME 4' POT � � VL VERQNICA LIWANENSIS TURKISH VERONlCA 4' POT � . � VP VERONICA PECTINATA WOOLY VERONICA 4' POT I 4 � � � _ � � \ I f ; _.t t , �� _n s, , ; , # .� .� r ; � ; � �. � �.;-� . 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M_�°_,.,.� � .- .- -�- � '� �. -. " � _ - -- Y � - - 4 2.1 TOOLED C�NTROL lOINT 5/L1.6.4 • •,_ 't °� ,` . - . - 4 -�, . � - . ` - � - , ' . - ..X �. , -- - V. ° ' 2.2 SAWCUT CONTROL J01NT fi/L1.6.0 , ,; _ ' � ` _ -- .� ° - - � ; ` , �` - -�.,. ° ' 2.3 SEALED EXPANSION JQ{NT b/L1.6.0 `, ; , } ,,� ` ` '. ' . _ � � , ,',� `�w " . , ; i t� , :. _. _ : _.� _,"A y� . _ - --� __ ) - -��,. � ti RAILINGS & �ENCES '+-,., 3.0 �; ,' ` ` . � _J' ° .. � � � - ` � , � -- �Y �-°,.�. 3.1 HANDRAIL 3/L1.6.1 � '` . � �,,. _ - . � � � _ �, - �' '-` � � _ ~ i f � � �� ._ �~� �. - � . 4.a CURBS, EDGfRS, & STEPS '�, - °z � `���� � ' L� ���t v - _ . " � � �� �' -._ ~ M `�`•; -" ` �t 4.1 MAfN COUR1YARD STEPS l/�i.6.1 COPYAlGHi 2003 � �� �" 4.Z LOG STEPS ��-� ��� This document is an instrument of semce,and � �M_ _ _ � � �.�,. � -��.�__- - � _v�� __�_, � ` _ ` ` � �.. .� , _, � � ��,. �/ : '``� ._ . . .� - . � �., , � _ _� 4.3 CONC. STEPS{�CLAITER BRIDGE 11L1.6.1 '�. cys such, ramains the property of tha Arch►tect. � a , ` . . , �-- .. , _Y „ _ Pbrmiasion for vsa pf ihis docvmarri is hmrtad th ` t�T � _ .�• � ��, � - � � �.�,. �� -� 4.4 PIAY CURS 8/L1.6.0 and can be exfended � a � � `�` ' _µA v.. , , ^ � .. oniy y wr�f n g me�nt - R�x y 4.� FLAY SAND RlVER EDGf 5��,�,p wrth Khpp Colussy lenks D�Bo�s Archs►ects,�� ` � �., �,, �- `��'� • , r h. _ .. � J�� 4.6 DR4P-4FF PLAZA STEPS 1/L1.6.1 tTy '*� ' _-,'. ''�.� ,� , -� ;'•- �`, ' ,y _.4 .,,, .,._, , " �--�`°`� '; `� ��rv � � -� ' � - �'� � �y`` 4.7 WEST COURTYARD Ct}NC.STEFS 11l1.6.1 '`. �t;�` .�___ _"F '"'��v� , - , _ .�� , �i ` `` ° � -, �; t -�.�, �`��` , _ 4.8 MAlN Cal1RTYARD PATNWAY ST�PS 1/E9.fi.1 . �S ' ��� `ii ` A M ` � S htl i�� _ - _ ""- r., § +'..._-, r� . .�� 3 .. �....+ r � s c� .e ^ ' ° � "� °' "} � 5.o WALL5 � I � -' -.w,,, `` , � 1~�'-�,� r .� - �'-,,. �;�l a t.,F° ,r•� ^ .. '`� F {"•�``° 5.1 BOUtDER REfAiNING WAII DETA[L RE:CNIL `, a ..,,,� �-�-, ;, _ w .*`� ''.`�, '4 � -�. ��.� - r - 4 ���.,., _ �� ` w ,�.,. `"' "�.� ' 52 FREE STANDING 5TONE WAIL 1ILl 5.2 i•_ ` "_ `i �� # �, �'�.�`_ � ` ,,� `,, `-� ` , ~ ,' ,. ° � ,�' ✓.3 aTOhIC RCTi41N11JG VtifALL c�.�1.1.G.2 ; ' -`" • � ;�, �,; ° � - --�. �`�� �.. 5.4 RADiIlSED STONE VENEER WAI.L 4IL1/�/2 , f � �� � � } 6l ,• 4 l^�3 fl y'^..�. ��' '� � ..,,.. ' y ` � " °" �_ ` �} �.., ,,,,...�_.. -��,. . . � 5.5 PLAYGROUND WALL t�CLATTER BRIDGE 6/L3.6.2 �M.�._�...,.4...�....,__ � r` -�, < J.-' °-..,, " _ '�, ;a�, '�"� � - - ' � � � , ,� �, _ �,� �, � _ - -.,� _ _ 5.6 MQNUMENT SIGN WALL 1/L1.G.4 ; s , � ,.�. ,-, � ' , �' - - " ' , ;i , ,� . ,� ,, .,,� `, ..__e - ..�, _ ,. SJ TYP.ST�NEVENEERWAIt 3lL16.2 : -- . ,. T � r: �,.,�-_4 t` . '-_,. -�, ` , , ..__._.,...� �-�`._ -�,,,,.�, °•,k,. �.�� �•� �'°, , .� -�,- �;, A��,_,i �--, ,� :w - 4- 5.8 RAISED CONCRETE SEAT PAD 1/L1.6.0 - `� `e � - t ,. , -�,, � "k , ' ""'... '`_ ~�., °."" w -'�� �:} �;� �4i ;� � .., ,. - � ` � § Y _ w,�`'� _ �.�. i"�,. '., .; ,f.-�•� ��,.,, 5.9 STEP WALL 6/L1.6.2 � -- � .'""�«^....,.�«. , 41 � "•i}4'� �..�..+``F 't��. «»,, ` � � -,„,�� `,t f,- ^°�','r � .�� - "'�-,.�+ t.`.� it. %a ^ V t `-y' E � F .• '{F 4" t1`'�,, _ � k'l � CJ�E _ : � �.o.v �����.� `�`-� 6.0 SITE FURNISHINGS/SITE ELEMENTS • 8_ ` '^ YS t �''«.,. „ _....v,,., 2 / je �` r..,.. ..,�,,,,4 �'` '°4.. `� � � i f '�„",e,� `- � � . ; x� " ti r 1 , r '�:� -' �. ";,.,,, , t , 4 � - � ri. �`" � ? y .. �'-, S.1 BOULDER-SfTE SALVAGFD BURY 1/4- 1/3 REVIEIN W/ARCH. RE:SPECS � y 1 "^♦i s e l ..,�w �1 •t j, ,n+.r✓"' d'.�..��' �"^�"° � "� '�4`; ` i _ � " ` `�y ��`' �° �' ,`k j � t ` r��� �- 4���" 6.2 SAND PLAY RlVER AND LOG BALANCf BRIDGE 5/l.9.6.2 • ti ,��� 4 � �} : Y '`'�� t .` '"�,'.r „1, ff�f � '�`_Z„ v E � �r�! 'k �� �,"I 3 S } i� �' r� � l'£ ..,. 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KEY PLAN NTS 1 PARTIAL PLANTING PLAN - EAST . , �� .3,� SCALE:t'=30'-0' D 15 3D 6D � � �� �_ _`___ _ __ 1\ KEYNOTES -� Q.o RELATED WORK �.1 CURB RAMP RE: CNIL - �.2 DIIMPSTER SCRFEN WALL RE:ARCH �.a PAVING & GRADING K���Q co�USS� JENKS D��o�� 1.1 4" CONCRETE PAVING/BROOM FINISH ��-�•�•� ARCH17EC75, P� 12 4" CONCRETE FAVINGI SANDBLAST FINISH 6/L1.6.0 1.3 CONCRETE STEPPING STONE Z/L1.6.0 �lambar Amencan fnsfifute of Architatis 1,4 NOT USED WrEt�r�,���, 1572 Lurlmer 5traet 1.5 NOT USED B�d9e��Br,oan��,Go�p�do g�Q2 1.6 CRUSHER FINES PATH/PA710/M�W BAND GlL1.6.0 ph 303-893-1990 fax 3Q3-893-2204 1 J VIl00D CA�PET PLAY SURFACE RE: SPEC5 1.8 SAND PLAY SURFAC� RE: SPECS 1.9 6" CONCRETE PAVING BR�OM FINlSH 6/L1.6.0 2.� JOINTING 2.1 T40LED C�NTROL JO1NT 6/L1.6.0 2.2 SAWCUT CONTRUL JOINT 6/L1.6.0 , 2.3 SEALED EXPANSION JOINT 6/L1.6.0 , � �.o RAILINGS & FENCES ; � I . _ , � 3.1 HANDRAIL 3/L1.6.1 � - -�_ ,.�._�- , . ._.. ,.. .�...�-�_. ..,y.....,,,.___ ,.,__.G..�-.. _. _..... -� � - , COPY#IGNT2D03 � " ` �-•- --n�--..>. .,�i.,.._.__. .. ,,...._._� .._ � . _�_ .._ � _. ,. _- ----..�,..,. v...r�.,....,.. ,,., .._.. �, __. �"- - � v � � � '�� „_ �rA `'�•� CURBS EDGERS & STEPS 77+is document is an instr�ment of sBrvice,and . v,,r-`' _„ 1 ! as such, remoins ihe properiy of tfie Architatt °a �.: �.u_y _ ._. _ . y_�. ...�_� __...,._�� .� .�_., . ,r,. �R " -- f'_ g �.. 4.� MAIN COt1R7YARD STEPS 1/L1.6.1 ��d�p�b6f�dodfonly by wriRen ogre'emten i ' rc` " -� � ....__„__ ....m. .,� ,,.W... , - - ._- :44 ->_.��._.,,_�,_ �._..__.,__.__._,.. a„�__ _..,.___._ .,.. ___ ..,_.e.e.��___.,�wM_..� .,,�..,....w_,..-... ,- _ .°`_"°`.� �.� ��./ ° .__ ..4- 4.0 �� 4.2 lOG STEPS ZJL t.6.t wrth Kl�pp ColussY Jenks D�Bo�s Architecis.P G - f.f 4.3 CONC. STEPS C�CLA3T£R BRIDGE 1/L1.fi.1 1.6 9.1 RE: C#ViL - �,� s� ����`��_ 4.4 PLAY CURB $/L1.6.0 � 4,$ � 2 y,����r � ? 4.5 PLAY SAND RNER EDGE 51L1.6.0 j ��-. .. _W_�A m.__m___ . _..N.. �,_. _� _ �.._� . __. .._ � .�,�. �..m,..�,�.. _ __ _���... r._. __-- �_�-_ �.� ----� - �. �y _ .�. w N 10216��Z�.� � `- _.., ` ° 4.6 DROP-OFF Pl.AZA STEPS 1/l.1.6.1 --_ .��~��-�-.-�_-_,�_�,�__�_µ...�.a.._, .,.----__�- �-.- -�` �.� �'P. E 5045.229 4J WESTCOURTYARD CQNC. STEPS 1/L�.6,1 ' 4.8 MAIN COURTYARD PATHWAY STEPS 1JL1.6.1 � _ � �- --�__�__r� .M- -,- m ._��. , 3.1 . N 10Z14.450 � ; . � - $ � E 5048.311 �.o WALLS ' M-- -- .., _ �_�_ . �.,_ r.��_.��_....�,� _.-, _'� N 10209.960 � � --.��� -_ --� .�.--..�_ ..t,,.�.ry,�_ ..�._.�.��._.M�, ..._.w �,T . _�..��rv�u�.,�-a... -�,.� ___._ 5.1 BOULDER RETAINING WALl.DETAIL RE: C1Vlt � `'' E 5041.714 5.2 FREE Sl'ANDING STDNE WALL 1/L1.6.2 , i � j ' -'�' � ` 5.3 STONE RETAINING WALL 2/L1.6.2 \' � t' ' �j +-7u ��-7� I ' f i 5.4 RADIUSED 5TONE VENEER WALL 4/L.1/6/2 rt�x,r�;�..-i\$��`.e,v4;:...+''- ay, �1 � 'I f : � �������`�,���'�'�=������r��::��� I � - �� 5.5 PLAYGROUND WALL C� CLATTER BRIDGE GIL1.6.2 , Y „"`^ ��c - '_rvkcf`" ,,_.., ,,, st.:,.�`" i>" � ;:�,.0 'S6i�rh�, .'`,`_`y„=: Ax.;���Yd'.',„s�;��.:;>�` /'� � N 1421 a.1�2 -. ��,�„� � �v =ry`,�=:,��;:`�'j:5=�__.� _ - �j/ ' 5.6 MONUMENT SiGN WALL 1IL1.6.4 • ` ' _.�` vip.', .._ u'{...Y�:.�' ��/ � n'} '':dg,;r-� ' �../ I '<t�:.x-,s�o-; j , E 5018.453 h' �c�:-'`l,�.- ' ", :'�,`'�.� �° �1 5.7 TYP. STONE VENEER VIIALL 3/L1.6.2 � � �' f ``�#,j � �;y�� - � '���` vr,,; � .? f� n„�._ 5.8 RAISED CONCRETE SEAT P�ID 1/L1.5.0 i ::-�,;�.,_,: ' �, � -_ w 3 rj` - �` 5.g STEP WAi.L 5/L1.6.2 � � _ ! �� "�'�•.'v'q•f�r ' � R�_,�,,,- � .. ,'�*�d,.,T.,a;x. � � � .i'>�,';F ._.. ��.���,,-. ,,,�r�; � >.ti, � 4.1 ^� � ".-��.4.;:;'��.���-,� =����.,� ' }^��, _ SITE FURNlSHINGS/SITE ELE�IENTS �;,�` � � z'�'�,::<. �� *" 6.� ;fi_r. "{r'. I v � H�'r ����t ^ I �.�^� �Si.t_� - - •'�".< '.=-�:• _ _ . � S1M. - � - rvY� �`�,° -`_,,�ti.... ...��._ Z•� _ "�'�M' y 10'- " �'~`� - 2.3 ' f 6.1 BODU3�R- SITE SACVAGED BURY 1/4- 1/3 REVIEW W/ARCH. RE: SPECS • , . _ �: _, :�, - - -, ��.,,T:. � �.� _ - -- -'" � � �'�-�"ry`� - � ` 6.2 SAND PLAY RIVER AND LOG BA�.ANCE BRIDGE 5/L1.6.2 � r ,, ,��.;�.r::�;4t-�`�,: - , I � � �,.w�j, _ ��. ��.3 Sl�iti ��` , 5.7 _ :�;;A�',. � r .:�f;�` =:�_ � 6.3 5K[ RACK ! j -;$'r`�`YY�`�'M V f/ i r ^\���T:n�iV�_ 5.4 . � :^.�; : �-� "��_- =���'���% � '��- T=�Y�.x._ �.o LIG NTlNG ;''c�,,;;'� ::;� ',°�=;>l r � '��c` ; _ "``-� �v";' � ���� --ti�� 7.1 PARKING LOT UG�iT WIFOOTING RE: ELEC. i BLD� . FA�E �r: ,.=.�,. + .'..ar _�,. � �� ��.�. ., w �-, �.� '^,'-� �=Y��3 ��;_� = 7.Z RECESSED WALI LIGHT RE: ELEC. , ��.��,.,, �y- i - 'l � ��.. _ >'�:_��t..<�r� - _ �� � �� �, __�_ _ �; ������y;;� 7,3 STONE BOI.LARD LIGHT 7/L1.6.2 i � - - -j ----- - --_ \� ,�\�¢'„:� _ f ,-----, k BLDG. FAC E I $•� PLANTING � � ' � � i � I � �� 8.1 DECIDUOUS TREE PLANTfNG 1/L1.6.6 � �, �, rt __.�.� _r ! � � � , ��k _ y _. . .. ; A E � , �!- 8.2 DECIDUpUS TREf PiANTING ON SLOPE 21L1.6.6 2 8.3 EVE�GREEN TREE PLANTlNG 3/L1.6.6 �L � �I � L1.6.3 ' ��,._ � -� � � j � -T �� � ' 8.4 EVERGREEN TREE PLANTING ON SLOPE 4lL1.6.6 � �o � 2 � N._ - � _ � �- -- ._. _ . . T_ . �� �: 8.5 SHRUB PLANTING 5/L1.6.6 � ' � `� ` + � - � / � �' _ � ; � � � 2 ,r 8.6 SHRUB PLANTING ON SLOPE S/L1.6.� H t . m��} , � � � � � � 4 8.7 GROUNDC4VER/PERENNIAL PLANI�NG 7/L1.6.6 � . , , ; 2 ; � � � �- �� j' 8.8 PLANT SPACING CHART 8IL1.6.6 �, �'�'t�`�' �°� � � F � - --�y ..�_ m 1 8.9 STEEL EDGER 9/L1.6.6 �I�� �.�`� _ ' j � _, �.-. , 2 0 , . � � r _.> >.- �-v;° u, ' � RE: C1VIt � 8.10 GRAVEL MULCH 91L1.6.6 I = o.: �� u E _ �.. � _._ r� � _, ' �.� `-- `r' � � � ; `° � ��� I j � .� � -. _.� --. - � 9.1 8.11 BULB PIANTING 101t1.6.6 � � ' 9.4 DRAINA�E ` ; TYP. , , ► ,� �P. 1.3 � � � ' � i 96.2�° ' � < < . 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' i ' " - _ . 3C13.825.0438 � , ��" - z.3 ��. � i I 2,� f ( + ARCNRECf'S PROkCl'NUMBER: ; i � � f RP OF�WACL = � � ► ; --- ------, - 1 3 � nvni ��- �r A11'1T e �(ll11 ,f1�R � � lYt'. � ' ! � `�' � I + f �� vv � ����vv � cC� _, __ � � � � � i -�� , . _� rt,; -._-„_ .�.;� i � i - � s � - • .v �' �--- --- - � r._w,� - - - � i f r �JTERIM UESfGN DEYELOPMENF NOVfMBER 14,2002 ; � �-~'- � .. ,._ _„_ � ___ _ _ __ ____ _�_ _� ,�ry_.. o_ � [ f Q AUGN J�INT W!FACE OF SUILDlNG � � , ' � �� � DE�GNDEVEIOPMENT fEBRUARY14.2�03 _ , , �J� ° .� .��._ I ' �=1 � ALIGN EDGE OF STEPPING STONE W/EDGE OF PAVEMENT OR JOlNT ��R�e� MqRCHiT,2003 ' +A . � f � �3 ALIGN RADIUS PaINT WI FACE OF BUILDING � + '� T � s� � Q C E N T E R R A D I U S P Q 1 N T O N B U I L D I N G F A C E CONSTRUCT!(�JDOCUM�IT MAY4,to� + � ' I ii �. .� � ,M � ,.._.. ,. v.. _..,_..�__.._,,,,.__..,,..ke... �ri 2.3 �P. � � �� .� T � �`^ ��� .-.�� , 5 CENTER HANDRAILS ON CENERLINE 0�'STAIRS • -�- �-�-------- � �" � � 6 ALiGN J�INT W!CENTER OF D04R - < < � .d. � ------- --_ -___ �J � n�. z.3 Q�� � N�TES: `�` `V `- '!, �IELD VERIFY B�ULDER PLACEMENT W1 ARCHITECT PRIOR TO CHECKED r�i �,, �-- +� � �`� CONSTRUCTING STAIRS. � . � 2, FlELD F(?RM TD FIT SHAPE OF BOULDERS. � ��� 3. FIELD VERIFY RAILINGS TO FOLL�W FORM OF BOULDERS. .�'� 4. SANDBLAST FINISH TO BE A DEDUCT ALT. (BROOM FINISH TO ,,�� REPLACE SANDBtAST!F DEDUCT ALTERNAT�VE IS ACCEPTED. i , VAfI MOUNTAIN SCHOOL � Va�,�olarado I , 1 � MAIN � LAYOUT ENLARGENlENT j CMfAS10B�2-02�DD12 � ! ', May 9,2003 � - � { � i � - , ' 0 2 4 8 16 � f I r _ I i 1 MAIN C4URTYARD LAY�UT PLAN � � ; i � .t�.Q SCALE 1/4" - 1�_D° � � � � � . � i V � KEYNOTES ;� . �� .�..u �N._ 7._.�..... ..__..ti � _.r�._ . .__ ._ _ � �- - - _. .. . z. __.._.�x___��_ _. � . ._ a, --�- o.o RELATED WORK _ � -�_. � ---_- - -,. _ �,�. _ .. ����_ ,.��._. _ .�� � ..�_,�. � -- w 0.1 CURB RAMP RE: CIVIL �, _.. -_ , � _. ' w � . �_ -� - , - .. - � , v _ �_ 0.2 DUMPSTER SCREEN V1/AtL RE:ARtH _ � �4 r �ry " -.,e'� .. .. . �y n� , � � #�- � � � , �.o PAVfNG & GRADlNG � ~' � � -- _ _ � � - . � ,. 1.1 4' CONCRETEPAVINGIBROOMFINISH 6/L1.6.4 KLIPP coL�ssY �ENKS DUBOIS �- � � -� . 1.2 4" CONCRETE PAVING/SANDBLA�T FINISH 61L1.6.0 ARCHITEC75, P c ' - ° -h -- _ ' 1.3 CONCRETE STEPPING STONE 2/L1.6.0 Membar American Inst�tuta afArchrtacFs -. �.�-_ �Y�._ � ,. "g" ___.. . .v ��_� ,. _ �. �-�-�.,�,, �. ~ ._ , ,� t° _ 1.4 N(JTUSED W��,��S��a�, 1S32LorfinerStraet w._.-...��__ ; _ . . �_ _. _. - ._, __ 1.5 NOT USED B�d9B��e�,ne�va�,�p�o�do Qozoz '�� r?'_g�� ~ � ``*� `� �-- - �. _ _ _ �' 1.5 CRUSHER FiNES PATH/PATI4lMOW BAND 4/L1.6.0 ph 303-893-1990 #oz 303-893-22D4 , ;I R ��" 6 � � � �-- _ 1 J WOOD CARPET PLAY SURFACE RE: SPECS � ---�_____ I N �D237•994 � - �--- _ 1.$ SAND PLAY SURFACE RE: SPECS . . _ __ _,E 49�4.5Q1 ` - 1.9 6° CONCRETE PAVING BROOM FINISH 6/L1.6.0 � .,_..__ __ _ __ _ - _�_�r �, � , �� , _ , _.__ � � �, � - - � ._ v---_...` � z.o JDINTING R� N 10239.246 ,� -� ,. -- ,. 2.1 T00l.ED CONTROL JOINT 6/L1.6.4 E 4918.666 � 3 0/o fi �' -- , --° - .� w_ _ 2.2 SA1NC UT CONTROL 101NT 6/L1.6.0 �' 1 �- 2.3 SEAIED EXPANSION JOINT 6/1.1.fi.0 � -�5�:�}8 �#iP -� _� _Mw� _ _�s ._. _ __v. _ � o�w . _. �. w�_ rw. - -- �, _ ._ � � 3% ._ _ _,___ _ _ _�_ � sZ.00 �s ---� 3,� 6,_� n � - � _. 3.0 RAIIINGS & �ENCES ' a 437 �� 51.40 BS n�. � t N 1 231. �P � - . _ 3.1 HANDRAIL 3/11.b.1 � E'#�2�.��5 ry� Q.' .. � ,. COPYkIGHT2003 __ _ ...� _ .__�__..TM .��__ __�n .�_-- - _ ..r___�.. _� __�___...w.. a._�__ __._ . '� _s � ._ . �_- .-.- . �_� � 4.o CURBS, EDGERS, & STEPS This dotument is an Enstrumeni of service,and �y�`" J�� � y-�- �.-_._ 4.1 MAIN COURIYARD ST�PS ��� � � Q�S�=h,remains the properry of tf,e Archttect Parmissivn for us�of this documarrt�s limite[I c� y �D�10 I w ' " -._ w h Klipp ColussyJ nks iDv$o s Arch ects,P C* ''. � R G4'-0�� 4.2 L4G STEPS 2/L1,6.1 t., t_ j -r , .. . K _� 50.91 TS Y� �"' ��-°-~,-��� � 4.3 CONC. STEPS C� CLATTER BRIDGE 1/L1.6.1 -- °��_ 4.4 PLAY CURB 8/L1.6.0 a �..�_. _�__w..,..�..� _�._.� �_..�_�.��___ ,�.��._ ��_�_�.�_m�_.�a nM_ .�.,_�_� 49.91 BS 4.5 PLAY SAND RNER EDGE 5/L1.6.0 � -^ �- - ry° .__ � w. 4.6 DROP-OFF Pt.AZA STEPS 1/L1.6.1 �3%_�._�..._....._ _ 49.82 TS ��__ ��_._. _-�. ____ � . . µ �..� ^F._ 4J WEST C�URTYARD C�NC. STEPS 1/L1,6.1 ��- �°l` rv^ i ;.�.,.`�"°.,, 48.82 BS -----._� � M� �� -� �__ �, � 4.8 MAlN COURTYARD PATHWAY 5?EPS 1/L1.6.1 w_?�� - �- �° � ' 1.fi� � �� '�- - -~ � . T_ rv .. � . _^ �,_ TYP. , � �' �.�3 r� � � WALLS 3%! 47.73' ,BS 5.1 BOULDER RETAINfNG WALL DETAII RE: C1VIL ! � ��,�v S.2 FR�E STANDING STONE WA�i 1IL1.b.2 + 47.65 TS `��; 5.3 STONE RETAINING WALL 2/L1.6.2 - �� 5.4 RADIUSED STONE VENEER V1lAU 4/L1/6l2 �----`r ' 46.65 BS ';i -'�'� 5.5 PIAYGROUND WALL� �LAITER BRiDGE 6/L1.6.2 q.� 3o/fl �, '� 5,6 M4NUMENT SIGN WALL 1/L1.6.4 i - � � 5.7 TYP. Sl'QN�VENEER VIIAI.I 3/L1.6.2 � � CENTER ON ; 1NALK,TYP. ° 5.$ RAISED CONCRETE SEAT PAD 1/1.1.6.0 ' i , ,t N 10208.127 �. • 5.9 ST�P WALL 6/l�.6.2 -.� • ! E 4923.634 � ! n�. $.� 3% ', f 6.o SITE FURNISHINGS/SITE ELfMENTS , � _ ' 6.1 BOULDER- SlTE SALVAGED BllRY 1/4- 1/3 REVlEW W/ARCH. RE: SPECS , s � � 6.2 SAND PLAY RNER AND LOG BALANCE BRiDGE 5/�1.6.Z 1 {s 6.3 SK! RACK � . 1'S= 3�° ; � �.Q LIGHTING I 45.57 BS � 7.1 PARKING LOT LIGHT W/FaOTlNG RE: ELEC. 45.49 TS �k; 7,2 RECESSED WALL LiGHT - RE: ELEC. ' = 7,3 STONE BOLLARD LIGHT 7/L1.G.2 ..�.� ; , � 44.49 BS ', , 3% ; '' _ � Ts :� 8.n PLANTING � , $.1 DEClDUOUS TREE PLANTING 1IL1.6.6 - � 41 BS `�`� �` $.2 DECIDU�US TREE PLANTING ON SLOPE 2/L1.6.6 � � ` -... s«. ..e�.�„ Ty y , *�k y I ; �-K--.!��_w 43.33 TS $.3 EVERGREEN TREE PLANTING 3lL1.6.6 ��pL ° �r 3% � -- � ����._a � 8.4 EVERGREEN TREE PIANTING ON SLOPE 4/L1.b.6 c�G �� � � , , o � �42J,33 BS $.� SHRUB PLANi'ING 51L1.6.� ,� : �� . , ` / ' ` 8.6 SNRUB PLANTING ON SLOPE fi/L16.6 � " '"' . � , - - � , � - . __ _.. �- -� t � w � _ ~��� � $.7 GROUNDCOVER/PERENNIAL PLANTING 7/L1,6,6 F , �nj ' +s� ` � ` I S.8 PLANT SPACING CHART $IL1.6.6 � '�`�>��'' � 1 �- /3°lo R 44`-1� I � � - ,. w___� � �w .,. __. �_ .I� _.W _�,.__�.�, _. _ _ I 8.9 STEEI EDGER 9/L1.6.6 ?j�, c'� � N 1 Q179.543 � - �_ 11 � c�' � _ 8.10 GRAVEL MULCH 9/L1.6.6 � E 4917.228 � ° � w , r 8.11 BULB PLANTING 10/11.6.6 � � ° w � � � � ' a2.25 Ts y� ' 9,a DRAINAGE l �{� �� E"' ��% � 9.1 INLET DETAIL R������- I IT S i � � ---- �_. .. _. v .._ _ �, 41 Z5 BS � ' 9.2 MULTIFL4W UNDERDRAIN RE:SPECS tizoo sennoc�street r _._� .41.17 �'�$` �,_� _g. _.��. � __ ,_w_..��, .,�._. ,. � Derner.Coforado8o204 i _ Fax.303.825.0438 Tel.303.571.OU53 1 ' � tD / 0 < <v 3/c /� ARCHltECi'S PR4kCE NUMBER� /, i 1 � - - � � 4 0 . � � -��- --�- -- ALIGNM ENT KEYNOTES 2��� '��$ � � � 4Q.17 BS ' i�rt�o�swN�uu�.o��r �ou���9,1oa� � 5,�8�� M�N� � Q ALIGN 1(JINT W/CENTER�F DOOR c DESIGN DEVELOPMENf ffBRUARY 14 2�43 � 2 F • Z E . 4D.49 TS 42.25 TW Z�' Ai.IGN WALI.WI EDG� OF WINDOW MULLION �R,�RR�,� r�RC��7.2�03 i � � � 4 i � � 3 AUGN JOINT W/FACE OF BUfLDING coras�ucnaa�ocuu��r t�vg,t� � 42.75 40.09 TS 40.37 t � �r � Q _ 4.8 3.1 x � � t ` z � 38.23 � . 3.1 1.2 g ¢ 4.8 �1a ; � � � � i 5.4 � �R n� -' � � '__ __ -- M NOTC�. � w`�xh,<�-�_�_ _.;:.��-,�.,..�-. - _ - 1. FILL FORMED HANDMADE TO FIT SHAPE OF BOULDER �,,�i , F_o.w. � �,_,` :_��.r=r_. t °� : ,;�f,.�} °�.;::�..�-x ::},;.��t� �=�= � 2, FIELD VERIFY RAIUNGS TO FOLLOW FORM QF B�ULDER. _ °�=_ _ _�_'__ '��;y:�lr., 2.3 0 ; d- r �� �� • I.�-���� t�x�� 3. SANDBLAST FINiSH T�BE A DfDUCT AL�ERNATE(BROOM �, �, CHECKEP � TS � , =:.�� �:.� - ; , . , ;��,4�,� :�-;;-�:r , FIN15H TO REFLACE SANDBLAST IF DEDUCT ALTERNATE 1S f � : x., ��o� �a/0 3 1°/a � ; o � , �,, ! �=�k��` 4.8 -�•�-�-- � ACCEPTED. � ; � $ 38.73 NU -- -- --_ ��Y: ' �u� t r'r' 36.00 ,' � :;b�� 3.� RIM 39.95 t ' , _�;,_�-- 40.48 RE:CNlL � ; � � ,��o � ������`"' S.4 40.87 NV � M ; 20�0 �s oa ; ,fr';` � � , �-� DODR � RIM35. 2 , �, z�`�,��- 38.95 NV ��o ! ' � � ;%,:;f*.:�; �.��.=- � � + • � t�iis�av^ 7l',at``C:i t�� J � � I , � ti y+� .t�,w ~� M f r0`O .d'+o I t" _ ^c�� i ! �� � � yr'2�.��j< �'i''';'.'� 4':.=t, . :.�:;i'„ . ; _ , � . ' .��'�:� 20�0 ��f�`: 40.$7 Tw ; UAII MDUNTAIN SCH�OI Q f �;„,w',�Yz .�'>>:f'�T i � m i 36.00 TY . 2.3 3fi.00 i '�-���'r ���:%`' 40.37 40.37 P �dl�f�O�Of�dO � i � =�:�-��i^ p.L�,. ,r � � � �s<Si„ �"+��^: R � ! � ^�i�` - -- � ',„!i�' �y'r.-�•� � Y i�l:a•i�,.;, � =�� � ..^ 'AC+" �� � � ••r,. ,n•�1� �tF, ��. � ^ � �'�_��� �. ��� ���`��. � � -� )'��s" ' y't✓��''ti ( �t� �� �.f�y`'- ,�:�=� � - NO�TH STAIRS � ��!z�f 5 f . ��� c�ras�os�z��oo�2 � � r Q 3'-9" May 9,20U3 � ` ��N � ` �m m p� i ry �1 i i _ o z 4 s � 1 WEST STAIRS LAYOUT & GRADlNG PLAN ' ' � 1 .4.1 sc�:�ia�=i�-o� , - , ��� � - \ �, . _r KEYNOTES , �,� --�"�! � � � PLAYGRaUND EDGE LAY�UT TABLE ,�y � ``� �_ N 10267.ss� ? Y,.r�� � �' i � �'��,. �, - �� ���� N 10269.��� _ MEASUREMENTS TAKEN FROM SOUTH FACE OF CURB TYPICAL �` ti PT E 4755.522 ,r �J jpZ76.z31 R ��, i''� J �� - �� ~T``�., E 4771.168 �•� RELATED WORK CURVE# BEGlNNING PT RADlUS P01NT RADIUS END PT �` j ��� �w--K-- � ' �P E 4748.362 ��� � i � �'� � ` 0.1 CURB RAMP RE: CIVII � N 102$7.fi2�`-�..��{�Q�� ,.«- � � � ,�- `,..: - N 10175.912 N 10184.910 � �P ° �,.,, � �� � tj �.�.�' � �.��� , �R`� 0.2 DUMPSTER SCREEN WALL RE:ARCH � E 4755.839 E 4755.978 5.0' �� E 4738.600 `., ^:`- -r. ! � � � , .�• �.- �'', � ,- r �� ���. � � �y - � �.ti PAVING & GRADING N 10183.043 N 10184,322 N 10�85.454 � , �, �� � •�� rt - � ' 1.1 4" CONCRETE PAVING/BRODM FINISH ���.6.p KLIPP coLVSS,r �ENKS DU$OTS �. -� ARCHITECTS, P C N 10261.394 - �� � �l ,.• 1.Z 4 CONCRfTE PAVING/SANDBLAST FINISH 6/L1.6.0 2 E 4751.456 E 4748.742 3•Q� E 4751.521 ` ' :�- � � ` ....-.r..� �� � r�.... - �- -- - - -- �� ,� PT � 5 �. '� 1.3 C4NCRETE STfPPING ST�NE 2IL1.6.0 Mambar Amencon InaMute ofArchitecis N 10187.543 „� E 4744.092 , °� � , � . - . .� � y� Writar$quara, 1 S7 2 Larimer Sir�aet N 10191.168 � � ,� � -� � ,, • 1.5 NOT USED �,�. 3 E 4746.87$ E 4748.569 �.�' r • �f ' ,,� =�'� B�d9e��Bi.Danver,Calorvda 80202 f� �' i -= - N 1Q259.923 � �, 1.6 CRUSHER FINES PATH/PATIQ/MOW BAND 41L1.6A r / � / ���� /f ph 303-893-1990 faz 303-893-2204 N 10193.8Q1 N ���g7,78g � � � , � �•� ,�r-°��' E 4762.174 1.7 WOOD CARPET PLAY SURFACE RE:SPECS � E 4745.557 E 4741,�74 �•d� hrc `� T � � `� '�-�-`�^� �� 1.8 SAND P�AY SURFACE RE: SPECS i i� � � ,�,' `'V�RT .-� _,+��'� � 1.9 6" CONCRE`1'E PAVING BROOM fINiSH 6/L1.6.4 � _ i� - -�� '��.? `�� '; N 1020Z.955 N 10207.905 � � � i �. - � E 4744.1Z6 E 4747.451 5.75' ,` �n�''� � �"� i� ��%"� �,�' ° • • ' � 2.n JOINTING ,^Yf-s:�;" - -�°'`'�� I �' / . �`�,. -'' �' '"- 2.1 T40LED CaNTROL JaINT 6/L1.fi.0 N 10209.817 s��'=��_�� --;;-_TYP. 2.3 �r,- � ,� �- �' �,� � ' . . . � . . �. N 10Z08.928 � � `�-��„ i '� '� �� j . • . -�,: =, .h�•� � '� ,-� � .�' �, >, . �,L `s' z.Z SAWCUT CUNTR�L 1�INT G/L1.6.0 � E 4741.393 E 4736.472 5.0` Y{� ��' ''���-�"`y`p �,� �.-r" ' ,� ���'' �c �° N 10258.815 r �'' • � . � � - 2.3 SEALED EXPANS(ON J41NT 6/L1.6.0 � �� 1.1 � ` �' ,� i .` µ�� J �y N 1 D213.928 N 10219.067 - h � 1 ,�� ,, � �� ��,.-� ` E 4749.445 _ . . 3.4 $� �� � � RAILiNGS & FENCES 7 E 4733.627 E 4734.069 � '' -� „��<', i� ,�'� .i� , _ - ' . 6.25 � �� ; �� � - _ , 6.1 TYP. 3.1 HANDRAII 3JL1.6.1 .x.x,� �- ;� ♦ r � .� N 14219:222 R 44'-�3" �� i� , �. �� .�,��,-- a.r� f��Y ' � v . N 10252.862 COPYA16Hi 2003 �-� RP ,� �k�' i �, f: A � N 10Z 15.502 N 1�213.36�4 � �47��f��� /ry � �� ��/� _ ' E 4756.77� `�•� CURBS, EDGERS, & STEPS Thts document ts an tnstrument oi service,arni �~��j~J � E 4724.935 E 47Z 1.855 3.75 - f� . Qs 5��,, remains the projaerty of the Ar�chTted. i� F� ,�' � %�•� fr• - r.�� -� 4.1 MAf N C�URTYARD STEPS 91L1.6.1 pa��ssivn for usa of this dacumarrt�s hmiTad � � SAND DRY STREAM BED 12 n DEEP MI and can be eXre�ded o�ly by writtgn ograement � / 7' / /� � , i` f 1 �+�' 4.2 LOG STEPS 2/L1.6.1 with Khpp Colussy Jenks DuBo�s Architects,r c N 10213.519 N 10213.13$ N 10211.835 i ` ,- � � -� ,t • �� �., 1Yp, �' 4.3 CONC. STEPS� C1ATfER BRIDGE 1/L1.6.1 I } � E � � , � '� ` ° 4.4 PLAY CURB 8/L3.6.4 9 E 4718.093 E 4713.358 4.75 E 4709.051 �� �� •�� �' ,^!,r f �, - � � � „ �� 4 �b COND�'ION A �•4 � " � � > 6.2 4.5 PLAY SAND RIVER EDGE 5IL1.b. N 10209.717 N 10221.228 f,r ��� �� � ��• o i ;� N 10244.694 . . � 4.6 DROP-�FF PI.AZA STEPS 1/L1.6.1 , ; �, 6.2 r.��- �� o i ,� E 4753.596 � . 10 E 4�82.513 E 4677.fi99 12.5 � � �, ; �� `, � • . 2.3 i,� N 10235,459 � , 4.7 WfST COURIYARD C��IC. STEPS 1/11.b.1 ) - 4.8 MA1N COURTYARD PATHWAY STEPS 1/L1.6.1 � ���i�' ��A �, I R 18'-6" N 10243J10 �p � N 10208.855 N 102Q4.441 ��� � E 4716.985 � i � � o , ` ,. v 11 E 4675.9�0 E 4675.280 4.5' �-� �� 6.1 �� '� -��� i N 1 d238.428 e�z��.s 2 6 • - ' ' - Ml a 5.0 W A L L S �P�N 10235.981 �' �� � •� �� ,t 1 E 4728.096 ¢�� �2.3 • � . ' �,� �' S.1 BOULDER RETAINING WALL DETAII RE: CIVIL � N 102Q3.663 � � � �� i' � � �� £" • ' • � • ' � • • 52 FREE STANpING STONE WAII 1/L1.6.2 12 N 1 QZ02.$OQ 5.5' �i E 4712.539 �� �i '��� � __° _ _ • • , . _ • - . . E 4670.841 E 4665.409 �' ' � . 2� � �� ' � - . 5.3 STONE RETAINING WALC 2/11.6.2 � �' � • � �-�F� a� �� �'� ,� a }�f� . . �.� . • , • � 5.4 RADIUSEDSTONEVENEERWALL. 4/1.1/612 . �� ,,�� �•� � i r + � .o . � , . . . . . � N 10191.942 N 10193.5Z5 �°�s i �° ��` ��,��,,,_ ¢ .�°.�°.��- -� , � �`° � � ,_ � . . � . . , � 5.5 PLAYGRQUND 1NALL C� CLATfER BRIDGE 61L1.6.2 _ �� E 4667.987 E 4670.331 5.0' '� �' �_ ,-''� ��°� , , wF���_ ", {` ' �°� �^,° ` � ,�' . . � , � ' • SAF�TY ZONE . ' ' • . � 5.G MONUMENT SIGN WALL 1/L1.6.4 PT 'N 10Z31.516 �� ��.�.� � i r T� ,�' i;.=� • . 6.2 • • • . , 5J TYP. ST�NE VENEER WALL 3/�1.6.2 . - N 10190Z40 N 14185.334 N,10182J72 E 4710 9$5 � � �� �" i� �F � �t` . � ' � ' ' ��. . ' . 71MB�RFORM DOUBL�BELT SWII�G 1561-� . � 5.8 RAISED CONCRETE SEAT PAD 1/L1.6.0 ' 14 66.562 E 4662.689 6.25' i E 4658.415 �°� .�'� s� ��,i \ �; .,� ° �� � a`� . � . � ' �' .� . `; �Y GOLORADO CASCADE 1-80Q 547-�944 ' 5.9 STEP WALI. 6/11.6.2 • r �� i,..-.° r 1' ' . , . . � �r � �� �'���`,�. �� ,i� ;F . .�, � �t • • N;�023.1.084' • (FOR VE�IFICATlON�ONLY) � . ; � � �� ,,• �� , 3r6,r ,{ � .� � . . , . . . . � . . � . , �.o SITE FURNISHfNGS/SITE ELEMENTS 6Z LOG BAIANCE BRIDGE��DIA DOUG FIR, D�BARKED •� '� � n h � , � . � . . , . ; �4�41.26� . . - . N 10234.�98' , . . , /� �i s�e ��� N 10235.89z R'�15 -9 .�r � $ ; � ' t� - . , E 4768.048 N 1a229'.181 . ; 6.1 BOULDER- SiTE SALVAGED BURY 1/4- 1/3 REVIEW V11/ARCH. RE: SPECS � � �' `� E 4695.854 �,_ � • , �t ' • , • � , . � , 6.2 SAND PIAY RIVER AND LOG BAIANCE BRIDGE 5lL1.bZ � , i � � �� 3�� :,,y f� . , . �4752.494 � � � •� "�� � s ' � ' ` - •° � N 14230.269� . . - � . . _ . • 1' ; �6.3 SKI RACK � i �� ° 'k` i = ' . . 1 I t � ' P� ' , . � ' ' . � � �� ' �.a Lf�HTING ��� �,,�� �•��� P�. N 10221.152 N 102�1905 `� , �` . . . , �j�` . . E 4728.718 - . ' ' • . � . ; _ ` f ` N 10216.854 ` ' �� ��° ,�'r E 4701.44�5 E 471 Q.759 ;.,! �; ' , ' , � � r` �P N 1�023�364 - ' . � • ,` � i � .•► , , r p� 0 � ` . �47b3.�91 . . . � ' 7.1 PARKING L�T tiGHT W/�OOTING Rf: EtEC. ��� i� *�•��� N 1 Q2�7.b29 R 14'-3° = �" � ?s , ��.� . .' E 4746J17 . ' . . • ��pR V�RIF1CATI01�1 ONLY)' � ' ;� ' 7.3 STONE 80LCARD L{GHT 7/11�6E2 -�r i� �,�� ��`� �P E 4705.89$ ` �,�' � t, , 5� o� N 14228.2 1,�� . !V 1 D217..329' P.� . . . . �, `I -�' � ,� ; ��, E 4723.073 � . E 4734.3�3 � • . . � �� � ��' � .�' ��� `� . . .' � - . � . .' . ' ," s.o PLANTING �� ,�r ��•�� �.1 �� . • 4.5 TYP. :° \`. � � . • � . N �0214.4�8 ' �' 8.1 DECIDUOUS 7REE PtAN�ING 1/11.6.6 � •� � '� ° 2.3 - �PT� - �� '' 8.2 DECIDU�US TREE PLANTING ON S10PE 2/L1.6.6 �,�� �,�� ��.�`� 1.6. ♦~� �,��` �` . . 1�' � CURVE 8 - / ���\ ' � _ E 474�.369 ,,'� � ;�' 8.3 EV�RGREEN TREE PLANTING 3/�16.6 p4L ° �I i � �i �i� ���• � � � e=' , CURVE 7 � .. � . . ' . . ,,�•� �, , 8.4 EVERGREEN TREE PlANTING ON SLOPE 4/L1.6.6 �� � �' i �� e , 102�f.907 . • �- '-� � --' �� :r4 1 � $.5 SH RUB PLANTING S/L1.6.6 .� � � w �� '' N 10210.594 �� , �� � E 47'0�.841 • . � - �` ^y - , _ � � __J! -y -� -- - - -, , � , � � •�� � ` / =� 2'-0° __ I ; � / . .. �. , . � : � ,� - , '�� , ' _ � , � ' J 8.6 SHRUB PLANTING ON SLOPE 6/L1.6.6 H � � . � i� i`�� E 4682.084 ♦� -' � �` � TYp. 4.5 �4 4 ° � . � � ' - r; P YSAND PLAY R�UND � - 8.7' GR4UNDCQVER/PERENNIAL PLANTING 7/L1.6.6 " �" ' � �� ' '� �` � : MlN. - - . �__.:__- .�__ _..v � , _ ���, 1 �� SA SU , � S,8 PLANT SPACING CHART ll ' -, , � � ,- ` � 8 1.6.6 ���;wf � �. , o . . � •�� �'� -' `, � Y" ' `�. � ' - „ � . � , . ' , ' �� r' �` 1 " PTH M1N. RE: SP 3 E�' � 8.9 STEEL EDGER 91�1.6.6 .? �� i'� o•� CURVE 14 � ,� � � 3 � ° URVE 9 6.2 � . � � • . • . � , - ` t '�. , N 10214.529 � Iy� � ,s' ,' � r ' - , . � -N 1(}Z�4:98Z� , _- r B,�J,, 8.10 GRAV�E. MULCH 9/1.1.6.6 � ° � �i ,�'i � ,-" ��\ �� £. ' .' . , END • CUR�/E 6 . ��, �,\ E 4757.928 8.11 BULB PLANTING 10/L1.6.6 ��, ` , \ . . y_ . E�734:71 Q .� � END N 10212.�72 �¢ �� i� COND. . �.4 �`, �� ,°♦ � � . . - • � � - . - . . 'E 4741.343 � - �� ,� 9.0 DRAINAGE �;�` , �� ♦ . _ _ - _ - - � • ''�« • - . . _ '� ' 2.3 � . s' ♦ ` �, , ♦ _ , � . - � , �����z.��� � �� 9.1 1NLET DETAIL RE:CIVIL � IT ♦ �`, ,-' '� - ' ' - �f` ' ' � - , � � . � - _ E 47z6.28� �P . CURUE 5 � N 10209.013 4.4 CONDITIQN B 9,2 MULI'IFt�W UNDERDRAIN RE:SPECS 12�0 Bannock Street ` ' \ Denver,Colorado 6d2U4 ` \ // y ` � I � e l _ � • • • � ' • �..�v vK `_Y � � , ' . � . . � • . . , , ' � . � � s � E 4755.1 C7 Te�.303.571.00� � - _ . 1.1 � \ // � ` � ° - , r - - ' ' , , • , . . h + o� ,` � � •� ,-' - . �. , i , . - . _ . � ._ - _ -. • � N 10203.019 �ax.�.szs.o� CURVE 11 `. ,-� ;' . • . � � _ , , - _ _ _ � _ . 1.7 . • - � „ E 4756.622 I � �� . . . . , , _ _ , . . - , . , � a p �� n�c�rr�crsPRa�crN�a�. N �n�r�3�g4� , � •, ,� k , � �- _ � . � _ � . ; � . . . _ . R� ` .; � 1 2001 .028 END ,�. . ♦. . � . .� �f . E 468b.Q47 . �. r- . . • , . ! � �. _ . . . . � , . . . . �` •. . � TYP. 5.i , � '`{ `° � C U RVE �Z . • ' � ? � 7 . ' . . , ' �lTE�M DESIGN DEVEi.bPMENT NOUEbIBER 19.2001 . `V� & _ . ������- ' • • ' ' � • 'N 10188.Z�3 � _ ?' �� o�rao�vE�o��r FEBRUARY14.7fl03 � . . � �� < . - PERM(f REVIEW MARCH 17,ZQ03 . . " . . � . • � " . , '° . I , . , E 46.�9.605. N 10190.4Q� � ' °' - � ' . ` _ . . - • ? � � N�10193.947 . . � �� _ � , CflN�TRUC�IONDOCUMENT MAY9L1003 � - - • RP • � . . � . • . : . ' . ' . �:0 n • � . � � . � • • E�702.6 � : . . �SAFETY ENVELOP� : , 5 N4TE: � . . E 4683.670�. . . . .� • � ��. - � . ' -' N 101�6.722 . . � � - . ', �` � 1. FlELD VE�1FY BOULDER PLACEMENT5 W/ARCHITECT. ♦' ,� �k� - �•' � �N �019�:fi89 ..� N . 2. WALKWAY CaORDS ARE BASED OFF OF CENTERLINE. '� . ' . _ ' � � ' . � ' ti . : � . . �a7�n o��' . . . ' t � • . . • . � • . � _� y', - _ . - _ _- • E 4733.$51 ; . E 475f�.965 � � 3. SANDBIAST�INISIi TU BE UEDUCT ALTEKNATE. LIGHT CURVE 13 � - - " � �-- -� s_ - ' � ' � ' , _ , • . - � • � . � 1� BR�OM FINlSH TO REPLACE SANDBLAST I� DEDUCT l . � . . �� � y "/� ;` . � -� � � ;f � . . ` • _ - - _ .- . o�aw� ' � . ' 2 TIMBERFORM LiNKED CLATFER ' � � ` __ ? ! . • N 1019�.033 . . - � . � - - � 'f� - � ALTERNATE IS ACCEPTABLE. ��F.-�v v F • y�' ' • 1 • • gy ♦ ♦ t ' . � . �BRIDGES BY C�L.UMBIA CASCA ' � E 4703.4�2 � -'�^_ � . • - ``` � � � �'4 C�ND.B 4.4 R 1 D.12 � � , , �: - '� - - • • • � ' - ��� � < , ,'�� CHECKEP . . ' 'f� n N 10189.6�7 '�-'� -, . - :.Y.,._ -_��-��; _ . . , . ,, . � . . . . • . . . /� .� _ - _ - -- . fND � ==�,� . ' • _ � - _ . _ ' _ . ' ` 1.1 . ' ' . . . � /�;, `,. j� � . � - - ':. E 4�04:SOQ . _ - , . - _ •_ - , - - _ = • : F` / �•� ��'_r , .� _ � - .N 10���.656 . • - .. - �,`-CURV� 3 . i RENS�NS . . , . . .� � ; -.� . � . _ {' . �" N 14190.867 . . _ k •ry ' - � E 472�.752 , . . 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SCAIE 1/4°=1'A' - ' `T - N 10170.296 _ 2� , _E 4721.�29 . � • - ' ----�- \ � - � " or,,, ,�. � A 3�_an g KEYNOTES -_ � - - - - _ rYP , � E o � o.o RELATED WORK a : - � _ _ � � r � f � i 0.1 CURB RAMP RE: CIV1L -- � � ,� � ' -,� - - _ _ ,' ' ,� � H � 0.2 DUMPSTER SCREEN WALL RE:ARCN � 2 - , , , ; - _ _ r , r , - � � � , � , - - _ _ , � , < < < - - - ; _ - _ � � T _ tl �' Ii l' ` ' _ ^ If_ _ '- _ l f+ r' ` � ^ '� - _ _ i'� �1 1' Ir �'' 1 4 _ 'YJ_ '� _ fr �f 7' 1' ` �.� r a PAVING & GRADING , ' - ,- _ _ ` , , , , , ' - _ , ` , , , 4 � ' �, _ � , � ' ' - _ _ � , � KLiPP COLUSSY �ENKS DUBOIS , , , �, - � _ , , , , � � , - ,_ , , , , -� - _ _ , � ,� � f � - - _ �_ , 1.1 4° CONCRETE PAVING/BROOM FINISH ��-�•�•� A&CHITECTS, P,� 3 _ _ _ _ - - _ � , . ' � � - - - ,_ _ , , , � - - - -, _ _ _ , , r � �- - - - R _ _ , � , , - - _ _ _ _ _ �, _ , , , , , _ _ , , , _ , _ , r f _ � , F , 1 Z 4 CdNCRETE PAVING/SANDBLAST FINISH 6/L1.�.0 � -, - _ _ . , , , , � , - � _ _ , , , , - i - _ _ , , , , (��- - - _ ,_ , , , 1.3 CONCRETE STEPPING ST�NE 2/L1.6.0 Member American Inshtute of Arch�tacls � � 1 � ' ` - r f ' - ���� ! r � i ' - - , _i � r ' ' - _� - _ ' � � 1.4 NOT USED WriterSquare, 3512 Larimer Strered 4 i �J � l 1 � r i r r � ' - _ i _ _ � � � � � ' � r - _ _ _ ' 1.J Ato7�CtD 8ridge Lsvel,Denver,Co[arado$0202 � � i � � � � �� �� ` 1 .� � � ! � - _ ,r , J,' J , _ _ � , , , _ ,_ � , , , ,- _ _ ' �` ` ` ` ti 1 I 1 _ ' IT ~ - � � I l ^ _ ` -!_ ^ 1 I V ~ ` I _, 1 _ ' ! � � �' 1 IY I JL ' ' � ' �_ _ ` ( � � - � � � � � � ` r ` � � ' Ph 303-693-1990 fax 303-693-2204 i.6 CRUSHER FINES PATH/PATIO/MOW BAND 4/L1.6.0 � t' , � , - ` t ' ' ` ` ` - ` , ` I � '- - - _ � � � 1 J WOOD CARPET PLAY SURFACE RE: SPECS � , , 1 ! � ! f � ,, _ � � � � - - � 1.8 SAND PIAY SURFACE RE: SQECS / , , ,' SE�� t-�, - - _ _ , , � , - - -, _ _ , , � , � ; - � � � N RGE1�E�r I '`-��.� � ' - - �- _ � � � � � � � % ~ �� - _ � � ! ° ,` � 1.9 6� C4NCRETE PAVING BRO�M FINISH 61L1.�.� � , , ' Rf:SK �r�� � , , - -, _ _ � , , , � �� - - - �� - _ � � P. GR/D B � , .2 ' � , , , ; _ , , , , , � _ � , � o. 6 , _ , . S _ _ , 2.3 , , � � - - ,- - _ `, , � , � r" - - - ,_ _ 7.a 1 , JOINTIN i i � � r i r � � r i � t r i � - _ ,- - _ _ _ ,- _ r.� , - _ - ,- _ _ _ , � , , � ; - - � _ ,_ _ , , , '� � z.� T��LED C�NTR(?l J�1NT sn.�.s.o � , t , _ , � -, - _ _ , � , , f - - _� _ , / ' ' 1.3 , r � ' ' ' � � - - - _ �_ � � f , f - - � - _ _ - _ ' ,' 2.2 SAWCUTCONTROLJOlNT 6/L1.6.0 � 7 - _ � _ , , , , ,� - _ _ _ , , , , _ _� _ _ � � , , � ,' _ - _ _ 2.3 SEALED FXPANSIC}N J�INi' 61L1.6.0 � , , TYP. � -7 , � _ , � , , 1 .� � _ '.r ._ �:... _ � ' ....�,._.�_....��. � _ _ �� 1 f � " - - i� _ r ' i' i r ~� ' " _ k�u�+ � i � � r- „ _ ^ �T T i � , , - - _� _ _ � -� _ p� , . , � �-: L - - _ , r ` r ,� - - . � 3.0 � RAILINGS & FENCES � � y I ! / � � 1 ��� 1 f �r i ! � 1 _ 1 _t 1 �.L 1 � I L�./ 1 1 I �L _ � � i� _ I � I - _ _ _ _ - _ _ ' � 3.1 HANDRAIL 3/L1.6.1 1 f I ! I I f � 1 r 1 I I � � 1 1 � ~ � 4 ,� ^ _ I 1 1 f Y 1 I 1 ` '- � ' _ 1 I 1 � J 1 ' ' -� LOOY1i6H7 tOD3 i - r- _ � � ` � r r t �� - _ i i i � � /� n ' � r `r - _ , y � � r ' ' - _ r i `�•v CURBS EQGERS & STEPS Th�s document is nn instrvment of service,and 1 � _ ' _ � � f � as such, remafns fhe 1 9 - _ TYP. 7 r , Z EQ' , ; _ _ _ 1 - _ _ _ _ , , , , , f' _ � , , , ,' - _ _�_ _ 1 4.1 MAIN COURTYARD STEPS ���.6.� Propartyof theArcF�ltectf � ` _ ` ^ ' Parmtasion for usa of this documerrt�e Ifmita[I � .. � � r r � � r � 1 � /� ^�p C tand con ba extended only by wriMen agrenmen ' � _ ` _ ' ' _ r _ `t.2 LflG STEP5 LI L�.V.� w�th Kbpp Colussy Jenks DuBots Architects,P C � '� � � r 1.� ` y� � ` + t 4.3 CONC STEPS C� CLATTER BRIDGE 1lL1.6.1 � � � - - - _ � , r `� � - � , ' , � �0 - _ , , , , - - _ _ , � 2.3 �� , , � ' - - ,- _ -� _ ,' ' I 4.4 PtAY CURB 8/�1.6.0 i � � - - _ _ , , , , � � � - , � , - _ _ � I � ' - - - _ ._ , , , , � , � � � ` 1 - ` 4.5 PLAY SAND RfVER EDGE 5/L1.6.� � ' � -' � - - _ ' ' , , , 1 ' , , -' ' 4.6 DROP-OFF PLAZA STEPS 1/L1.6.� � � � -, _ _ , � , � f � � 1 � - _ _ _ � � � , � - �- _ _ � , � i �r � ! 4J WEST CQURTYARD CONC. STEPS 1/L1.6.� I � * - - - _ ' ' ` ' ' � � - - ' _ ' ' ' ' ' � 4.8 MAIN COURTYARD PATHWAY STfPS 1/L1.6.1 i � �- _ , � , � _ , � � ■ 1 .. F.r._.N._ �`�1 ii # e ��.. `_•_ �� �� i �i*r i � �I ' � � _ 1 ! 7 I ` _ ^ � � ' ' � i _R�.F abe _ - _ _ __.� a , - _ _ ` _ ' � ' . � -_ ."w . �f t ;: i' �F. �_ jl + � ,,� � ,_ >, , � � � , , � 5.o WAl.LS n � ' i # ' k 1 Z ! � i � _ }' I � � � ���.�-f' F,__�.._. � � ? .,�, ._ r ', F �'�� � � _ ;� _ - _ _ � N 14153.17�8 - � }� 1 � - _ - - - _ _ � � t �� I 5.1 BOULDER RETAINING WALL DETAIL RE: CIVlL � � i _�., � ,� �.� ' , ' ' , _ - - - ' ` `�� � � - { � 5.2 FRE� STANDlNG STDNE WALL 1/L1.6.2 � ; �-��. ��746:161 _ - -� � � 1 r , � f � ! � ���n��` F I 5.3 STONE RETAINING V11ALL 2/L1.6.2 . � 13 , _ °�•� , , , , � - _ _ ,_ a , 1 � - � ' � - - - COLD JOINfi ' ` � ���..� � � , , � - - -, _ _ , , , ` 5.2 � ' � ` `'"�°� � 5.4 RADIU5ED STONE VENEER WAIL 4IL1 f6/2 � � �W.����x; - _ , � � � , - � , - _ � , t ; _ -��;,�. - _ _ - _ � � ' ' � �' - - ' ' ' ' ' ' r 5.5 PLAYGROUND WALC� CLATTER BRiDGE 6/L1.6.2 ; '� � , , ` - � _ � , < < - � , �.Z r � , ,. ,_,��._.r._n.�. � , �w_ _- _.w___A_.� r , _ _ - _ - _ 5.6 M�NUMENT SIGN WALL 1/L1.6.4 � _ w.�n w�._.��.�.,� ,. _ _ _ , . , , �- _ _ - _ ' ' � ^ - ' - 1.2 ' ` � • � ■■ "~��� . ..�._.__ �...�._ __.�..� 1 _ , , � , _ _ _ , , _ , <`�=:�'�= 5.7 TYP.STONE VENEER WALL 3/�1.fi.2 I f 1 - 1.- 1 I / 1 1 I � - ._� . ��s" _ _ i � i ' _ � � ` M1 _ ^ ` _ " .n �c � 't �.�_ � s'Y� ' F 1 1 1 f I t 1 :i`��;rhe`"'�i: ^v'�ti.d F;.�' ]] .<,�,r�: :� w3=�= :�,��4-� , � 5.8 RAlSED CQNCRETE SEAT PAD 1/1.1.6.0 " 1 _ _ _ _ , = ,..�. u�'"�f � . �- _ ���� _ _ � ^ I t _ L'im "4 .«.S: j j _Y+e;�=` • �'t�-., I r / 1 1 ry ''�yer. ,��}` 't:`='ty ,.2' ^,y`;'h�'F , ��?Y`.-.yAa.,;�-`.f,_ �7"V�. � ... 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CDPYAlGHT 1643 , � , � , , , , , . , � , � , � , � , � , . � � , � , � , . , , , , , , , � .- CURBS EDGERS & �TEPS ' � �� - ,� . � ` � � . , , � ; , , ` , , , , , , , , ` > � , 4.� Th�s document is an�nstrv�tfent of aervice,cnd ' i \ i , , , ` '�i � ; � ! i i i \ , � � ` ` ' r ` � l \ , � � . ` ` � / ` 1 I , . . � ` � ,� . • • � � . ` . ` ` � ,� �, `, , � • , � � � ` �5 as such. rsmains the propery of the Architeet. , . , . , � � , , _ .. �� , , � , , , , , , , , � , �, , � , , , , � , , 4.1 MAIN COURIYARD STEPS 1/L1.5.1 � ' . . . � . ! �.„ ! , ! \ ' ` ^ .,A..NY '. L*_"y ` . . . \ . \ . ' / ` l � l l . Parmission�ar usa vf th�s dvcvmerrt is limit�d ` \ ._... . ,_.. `J � � i . � � n � . ` i � i / , ` ` \ . , ;... ` � � � � r . vnd can be e�dBnded on! wriMsn o raemant � i � i i i ` � � � �W ..... .-z...__ ...T--�,...., � i � i � i ` i � i i i ` i i ` ` � i i Y�Y 9 I ' . . 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SANDBLAST FINISH !S A DEDUCT ALTERNATE. _ � � 4 g LEGHT BROOM FINISH TO REPLACE SANDBLAST 1 MAIN ENTRY LAY4UT PLAN 2. RAfSED SEAT PADS TO BE AN ADD ALTERNATE. � � L1 .4.5 SCALE: 1/4"=1 '-�° \ _ , � � KEYNOTES o.o RELATED WORK -� 0.1 CURB RAMP RE: CIVI1 O.Z QUMPSTfR SCREEN WALL RE: ARCH �.a PAVING & GRADING 1.1 4" C4N�RETEPAVING/BRO�MFINISH ����.� p KLIPP COLU55Y )ENKS Dvso�s ARCHITECTS, P C 1.Z 4" CONCRETE PAVING/SANDBlAST�INiSH G111.G 0 j i Member Americon lnshi�ie oi Arch�iecis `t � }-� �„j 4 1.3 CONCREfE STEPPING STONE 1L1. . �.J - .� 1� � �.4 NaT US�D WrlterSquare, �512 Larlmer5treet i y�- �e - I.� NOT USED Bridge le�el,pemer,Colorodo 60202 ,�, - !�� , 1.6 CRUSNER FINES PATHIPATI�/M01N BAND 4/11.6.0 ph3D3-843-1990 fax303-693-2204 5 EQ � f I i, ���� .ti 1,l WOOD CARPET PIAY SURFACE RE: SPECS - = � = 1.8 SAND PLAY SURFACE R�: SPECS Z � :�� 9.1 RE: CIVIL �� � y 1.9 6" CflNCRETE PAV)NG BROOM FiNISH 61L1.6.0 . , � f����a� :� i 2.o JfliNTING .- - � .��= � ��` ; � 2.1 TODLED CONTROL JOINT ��-�•�.Q � � �`'F 35. 2 FS ! . �;,` .�...._.�..�....._.�..�_ _ _ __ , �4�_. i ♦ 2.2 SAWCUT CONTROL JOINT G1L1.6.0 , 1 . � �- . ---- - _..w _M��_ .�_ � ---- ------ ------- ---- �° f 7.3 �_ -______n. ....--- �___.r� �..��.�.___...__�..._. _r.__��.�_�__.M.�_,�«.� �, �j ,�`� 2.3 SEALEQ EXPAN510N JOINT 61L1.6 A " Fr� , ��.78 Fs = � �'-���+, 3.o RAII.INGS & FENC ES I -��� � � � o f � ! � ��� � ' ; ��`�'' ' i 0.5% .e� � � ,j��+ ,� j� 3.1 HANDRAIL 311.1.6.1 �_�`�" , � Z ,,,,,� _w� �""'��"' � �`r . � � �� ,, fr � COPYtIGNT 2003 `��z '��, 36.VU f5 ' � This documar�t is an instrument of service,and {,��-�.�..,:p�.�4` + o � � � ;�" . f�fi°'�� j 4.� CURBS, EDGERS, & ST�PS q$s���. remalnsthepropertyo#theArctelTect �, t� � � 1 ,�� � . � � � , � ' 1.g � 35.90 S 35.�4 FS �� .f'" ! 4.1 MAIN COURTYARD STEPS 1/L1.6.1 pna�^b�e�B��fpn�y�W.�os��m�n � �'f,'' _`��'� wnh Kb Colussy 1enks DuBois Architects.P C � ��! rs j� il,, ! � -J 4,2 LOG STf PS 2/L1.6,1 PP �_,^"�. � F y 4.3 CONC. STEPS C� CLATTER BRIDGE 1/11.6.1 c„� � � 35.84 I 5 ' �'�` 3 `"` 4.4 PIAY CURB 81L1.6.0 __ � � 3 rf ��� � , j V � I 4 • j�y � , . � 4 f• ;x a%r , � � ; ' 7.3 � �'��J r '��� � � - , �, � ra ` 4.5 PLAY SAND RIVER EDGE 5/L1•s•4 �,, ' � � �5.69 S -- � ! ��' .�°"' g ,{'' 4.6 DROP-C?FF PLAZA ST�PS 11L1.6.1 t ! ! � �` '�r � i � 36.�Q FS 35.94 FS i ►_ r}f� �"`J�LL� , '� �'. ` 4.7' W E S T C�U R T Y A R D C�N C. S T E P S 1lL1.6.1 Z I 35.63 FS � 35.41 f -. „�-" � ` .,, � ��_ � _.r ; 4.8 MAIN tOURTYARD PATNVIJAY STEPS 1lL1.6.1 ' �� 35:��7 FS 1.9 �°`f!`� �`yr � � 5 n + � f -f'` ; 3 � -;' .� �� � INALLS ` LIMIT OF� " CONC. l ���- . 35•2$ FS ,; ,j'� 5.1 BOULDER RETAINING VIJALL DEi"A!L RE; CIVIL � 1 � � ____- ---�=- -.-�-- ...-°� __ _ "� lr { 1 ..•^''"",�, _ , `} �.� �,so _ '� �` ,.�"� .�� s TYP. f ,,.' • 5.Z FREE STANDING ST�NE WALL 1/L1.6.Z � FFE-- 36.n - ��. � . � ,� =��,. �. l `� � • ,. y "� , � t. 5.3 STONE RETAINING WALL ��1.�•� � �� k--�� ��� }' �_�° . � j� -/�„ ���f� - ,��=` 5.4 RADIUSED STONE VENEER WAIt 4/L1/6/2 N +" �7( ..,, �l � 7.3 /,.=� / ,i "" � � �+ _ . „ �� `� .�� � ' , t . � 5.5 F L A Y G R O U N D W A L I C� C L A T T E R B R I D G E 6/�1.6,Z � ��� � #''i �`' � - ,�, 2.3 ,,.���'�� � ,�. �5.54 �S 'y��- `" �,�.�;}y-;`r ! �K.�' t` .���` � S.6 MONUMENT SIGN WAl.L 1/11.fi.4 � � `�' '35.7.4� S '���..`� � � �' � 3 -� �"��F rr - ~�����y ���1 35 33` FS _ ��,��°��-��� -�,�t`_ k � _. : � 5.7 TYP. S1'ONE VENEER WALL 3I11.6.Z • T' � -�... � � ; � ,-� ,-� �_-� ---- I 5.8 RA(SED CONCRETE SEAT PAD 11L1.6.0 � f � p:°�� ,a•a .. .l'. J �,_,�� ��,r�" `s_" • _�n• Y'.:� '" ��rn � �s°, �� T'r'� J.{y `.'�"L _ ex �.._.�`__ � � - �� � .�5��5 FS'Y� .�.��`�� 3�5:�b �� ,�-�,Y �:� � ?!Y�,�m ,,,v ��`� �.,��� �'..��° I 5.9 STEP WAI.I. 6/11.6.2 �..-^� r� °� ��° _ ��-- �°�' -`�r-�•�- f �,��,•T _��' Y `, f J•�' � f • � �3�:86w, F� .���='"f ,.��:ZO �F�"`�� w�k�.� ���- �µ"�,,� "� �"� � `F��`�"��r��e�'° �-f� ,r� - �,��° t / 6.a � 'N` � r `,- 9��.� 1� ^ `r4 ' � _, �,�Tr �... � a�„, �p �,u ,� SITE �URNlSH1NGS/SITE ELEMENTS q `� ���- _ �`'��� 35.13,. �fi _ _ ,-�� ��"� ��� - y«N ��' �Q �. °�� ! �, � �•� � � ``r'� _.-. '`°`9 �' ` , °�' _� 35 R °�'' ' 6.1 BOUl.DER-SITE SALVAGED BURY 1/4 1/3 REVIEVU W/ARCH. RE: SPECS � � °'' � - v r�t � � �"� .'� ¢ � ° ' , �, `' y � '} �� e � 6.2 SAND PL/�Y RNER AND LOG BAIANCE BRIDGE 51L1.6.2 ' ' +_ � ��. � , 5/o�IAX •' �.,�. � �.,� � � o- ; `.'-� ��r r w f '�:9�e ��--� �,ts: '.��'° ..�°� �:�� � !� ���'� �0 �&R` �� -- " 1 �'� 6.3 SKI R/�CK � �� i „-; �,,., � .- � n ..�- � ,, ► c�, - "I� ,.��• ,.�° ,- ,,x i ..��� - � f - i��," '� ,�+`r' �..� ' e��`�f f: f•' ,�� , ���� � ��°° , �,, , - P�,- t,� ~,����� ,. - ��� .��,< <�� ��� � / �.a - � : �6. o �' "-� �T�' ;y� �',- �"4r � . _ �j 1_ E�p ' .�_.__._ -_, � �_ _�_ __ � LIGHTING ,_ .. _._ i� S f /;-'r� �,.�- ^`� ° ,�k � .'r J .8�#r �1 f� x� _... .. � ,.�._ .,.... �l- � ' w -- � �--�.a_ 4 ` _ '+ ���:��P _ _ � �" .�����s .,�tl- e, ,�.� Y�' �.�r�_ .. - - -r -v f _. �.. ��_- =�� t 7.1 PARKING LOT L1GHT W/�OOTING RE. ELEC. -_.-- ; n��- ` - .�° -�• .-� -- = � ,f°� ='V �; , �~ �` 7.2 RECESSED WALL L1GNT RE: ELEC. _ �� 2.3 ,N_ _ , �^ , _ � ��:86n �FSm��y ���`ry �� __ � �_ -a -- - � --�-n-� V____ -� i 7.3 STONE BOLLARD LIGHT 7/L1.6,2 --■ � ,,�- ,� - ��v�.�� �.- ��.- � 35.41 FS � --- -- �. 1 . .jy� �'' __,....,��m.F�_.�._�-�Q_. „__._w._, _#� �.._ � _�.. .. �� ,�Ft � n i r.,� ' � - . _ �„� !� � � .�� . 1 - � � s.o PLANTiNG �.. � � �'"+ ��-F 35.48 FS : if o' - ° ; d�� � , 8.1 DEClDUOUS TREE PLANTING 1/11.6.6 1�` N�r^ cv ` ��'°`' � 1 .._._. ..__. ___.w_..� _ �-�- , 35.46 FS • , 8.2 DECIDUOUS TREE PLANTING ON SLQPE 2/11.6.6 . G L � ,�I . .� u_`. �. .. ... rt �. � � rn. . ' �% i � �� 8.3 EVERGREEN TREE PiANTING 3/L1.6.6 .�p0 � _ -- - !�- -.....�. + ! r, � . 8.4 EVERGREEN TREE PLANTING ON SLOPE 41L1. . � �o ,".°�.� -,� 2.3 ! ;' 8.5 SHRUB PLANTING 5/Li.6.6 ,�' . �.. . �'� ar � � �` 36.00 �S 35.86 FS 35.fi8 FS ! 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CIYtL FOR HA�fD1CAP RAMP r � 8� ALIGN EDGE OF STEPPING STONE Wl CONTROL JOINT, TYP. fl�� Q ALIGN EDGE OF STEPPlNG STONE W/EDGE�F PAVING,TYP. CNKKED RENSiDNS. VAII MOUNTAIN SCHOOL Vail,Colorado EAST ENTRY ENLARGEI�ENT LAYOUT AND GRA�.��,z May 9,2(�3 4 2 4 8 1 EAST ENTRY PLAZA LAYOUT PLAN ' ' L 1 .4.6 SCALE������,�-o� �� � ________ ___ _ , \ KEYN4TES _ o.a RELATED WORK 0.1 CURB RAMP RE: CIViI _ ----� Q,2 DUMPSTER SCREEN WALL RE;ARCH �.o PAVING & GRADING 1.1 4" CONCRETE PAVING/BROOM FINISN ��� �� KLIPP cor�ussY ]En'K5 D UB OI5 ABCHITECTS, P C 1.2 4" CONCRETf PAVING/SANDBLAST FINISH 6/t.1.6.0 � 1.3 C4NCRETE STEPPING ST�NE 2/L1.6.0 Mambar American Institute of ArchitecFs 1.4 NOT USED Wrfter Squara, 1 57 2 l.arimer 5traat 1.5 NOT USED Brldge LeYel,Denver,Colorado 80202 1 6 CRUSHER FINfS PATH/PATiO/M�W BAND 4/f,.1.6.0 ph303-893-1940 imc303-$93-2204 1.7 WQOD CARPET PLAY SURFACE RE: SPfCS 1.8 SAND PLAY Sl1RFACE RE: SPECS 1.9 6" CONCRETE PAVING BROOM FINISH 6/L1.b.� z.a JOINTING 2.1 TOOLED CONTROL JOINT G/L1.6.0 2.2 SAWCUT CONTROL JDINT G/L1.6.0 2.3 SEAtfD EXPANSI(}N JOINT 6/L1.�.0 3.� RAILINGS & FENCES ^�K ._ _�-�. , _-�_ - � _.__ - �- _���,. fr i' 3.� HANDRAIL 3/L1.�.1 - _°�,_. .'..�Y a...M..__. ,' a'�.•-M CDPYlIGNT Z003 ^� .,,,� ., -�...,.P ._ � .__._.�..m, ww.n.,_�.... .._ .,..-��...�-�..��.a_....�..._,.,.._.__�,..,._.,«,..._ _ .r,..�..,.,��.� �.. � ;' - -.... ,%'� ��y�f `f'.V This docvment is on instrument of service,and ., �.�� CURBS, ERGERS, & STEPS � ° f,,.-" -- � � as such,remains tha propary of tha Archttact_ 1 �,.� . ,p_;�_�,,.�,Q.,,,�, �3,�~ t , � 4.1 MAIN COURTYARD STEPS ���,�,� P+�rmission iar usa of this documQrrt is Ilm�fad _.._µ__._..__ ..,_�...m�. ���..--.��,._w_ �.. .4._ ____ __�....o.�..�.,.�__,...�.�a, �.._�.�.�.._v_�_.�._ .. _. _r. .. ._ ____w,�._.-a�____� �..�-...u_.�-T-� �-- .� rv ~^ wµ `� 4.2 LQG STEP5 ?JL1.6.1 and con be ex+snded only by wr�Men a8reement wHh Kl�pp Colussy Jenks DuBois Architects,P C. .� -��.4 �.�.�,.N._. ...._____�...��_m. ._n�- �_ .�- _ � � _ .9.��� �_��..��, T__ �, _� ;= 4.3 CONC. 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RE: SPECS , _ � � ��,. � N 1Q283.Q91 PT - -.. �� �.,•� ` E4772.180 � �-�-,_ 5.2 SAND PLAY RNER AND I.QG BA�ANCE BRIDGE 5/L1.6.2 i'� ���� �� �• 9.� N 10279.916 ��`- `�� .� 6.3 SKI RAC K - i , � � •�� � � � z � � �``,- � � l` .. , E 4786.512 ` 7.4 LIGHTING , �L �\ / ; ` �''` i� � ���� �"� F'� " � � `----_ 7.1 PARKiNG L�T L1GHT Wl�O�TING RE: Ei.EC. � ' �� .� � N 10282.316 �''* --- � � �i� •�• � ' PT -- 7.� RECESSED WALL UGHT RE: ELEC. �i� � .�� � �`� ' , f E 478 `,, �L 1 7.3 STONE BOL�ARD LIGH� 7/11.6.2 -.� ♦ : ,►• i � � ' `'"�-- � � ♦ . -�! - , , ,.'� •.- '� �� � � . $.o PLANTING , f i����� � E � �-�-..�, 8.1 DECIDUOUS TREE PLANTING 11L1.6.6 � � , �;,�o�� ,�,, , . . . � � 8.2 DEClDUOUS TREE PtANT4NG ON SLaPE 2/L1.5.6 D � �"- �SGPQ�� ` - . 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Fax.303.825.0438 . ` ARCNIiECT'S PROkQ NUMBE� _ _�' =- _ . _ -- _ l__ . _. .. . . 1 . . zoo� .o2a � - �dTERINI DFSIGN DEYELE}PMEhET NOUEM,IBER 19,200Z DESfGN DEUH.OPMEKi FEBRUARY 14 2003 , PENMRRENkW MARCH tl.Z003 CON�UC�ON DOCUMENT #�AY9,2D03 DR41NH LHKK@ REV�IDNS. UAIL MOUNTAIN SCNOOI Vail,Calorado N�RTHUIIEST STAlRS lAYO UT AN D G R�,�6��.�t2 May 9,2003 - 1 NaRTH1NEST STA1R LAYC�UT ANa � RADIN� ENLARGEMENT ° 2 4 $ � . [ . 1 SCAlE:114'�1'-0° .� . . � - - , �� � - - - . t \ 4 � �� � i I ' ' � ' j �/ 1 �� . _ 1 s.���f -x i � ��� _�"4�� � � - - j KEYNOTES � - " ° ' _ _ _ _-- __ _ _ ..._ . _ ' , ��i� /� � ��`'•- � •�'�� � 1 0.0 _ t . , T -_ , � � �'', `�~: � RELATED W�RK � �� - 0.1 CURB RAMP RE: CIVIL � � � � � i �f RE: CN(L � ���• .. _F�. �. � 1 I , w �' � i � �� � � � 42 DUMPSTER SCREEN WA1.L. RE: ARCH � 1 35.�� FS � � 9.1 .� �.� � � � ' ; 1 �, � � � ��I s; \ � KLIPP COLU55Y JEAKS DUBOIS I �- �,� � , •�' �= � ,. ! �.Q PAVING & GRADING ARCHITECiS, P� � � / / ,�;,.�. ...�...n .�. ..� � .�. .r. - - �--� - -�- �� _ / ♦ � i � 1.1 4 CONCRE?E PAVING/BRO�M FINISH 6/L1.6A 1 � ` ` i� � ` � , p #�P/ . 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' ,, . . . • . . , , _ ; _ . . , . , . . i, i 1 , ,. - - . �,.,,r .,.�ti . . . . ,, , 1 0.o RELATED WORK � � � ~k�P 'Ymt i .-.�u �' . � � ` � � � � � � - . • • • // � � _ ' � � • � , .\ - , _ , , . . . . : . . , ,% � 0.1 CURB RAMP RE: CIVIL � � .� ry s W $ - 0.2 DUMPSTER SCREEN WAL�. RE:ARCN , , _ . . , . , . . . � � - - , , � - � . . . . . � � _ ' � ' � ' _ - . , . � , . - ' � , . - - - - _ . ;� • , - . , ' �' ` 1 �, � � . . � _ . � . . y- � � �.Q PAVING & GRADING ;` 1. � - - - . ,-� � I ' ��-, - - � . ' ' _ - ' . . 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KEYN�TES _ �.Q RELATED WaRK 0.1 CURB RAMP RE: CIVIL - 1 4.2 DUMPSTER SCREEN WAII RE: ARCH _ 1 I �.o PAVING & GRADING I KLIPP COLUSSY )ENKS DU$OIS � .T �. �,. _r,__.�_ 1.1 4" CONCRETE PAVING/BROOM FINISH 6/L1.6.0 I � . _ �_ 1.2 4" CQNCRETE PAVING/SANDBLAST FINISH �j��,�,p AR[NITECTS, P � � ,, _-�a«w_�r y _ , , w__, 1.3 CONCRETE STEPPING ST�N� 2lL1.5.0 ' ; f{ q M Member Americon InstltuFe oiArchdacls i � j , F �.4 NOT USED Writar$qupre, 1512 Larimar 5fraai _ _ ... _ _' - �� ' �_�__---_._� r _-_� _--�^ � f # �`,_x�. � � ❑ , . _._ _ s L V tl „_ _ � c 7 � 1.5 NOT USED Brid e Lev�l,Denver,Colotado 802Q2 ' Y� - _ ,H.._., _,,t ± .._ -^ --- T„ ` �( � 1.6 CRUSHER FINES PATH/PAi'IO/MOW BAND 4/L1.6.4 ph 303-893-1940 fox 303-693-220d I ❑ ; � , � 1.7 WOOD CARPET PLAY SURFACE RE: SPECS � " � � -� __ �_.__�. � 1.8 SAND PLAY SURFAC� RE: SPECS � _ 1.9 6u CONCRETE PAVING BROOM FINISH 6/L1,6.0 ' f,� �-=ti t ...... _ _ .--- --. _ -� °�� 2.Q J0INTING `'°"" ' " -- ----_ � _ f f �� �f`r� 2.1 TOOLED CONTR4L J�INT 6/L1.6.Q ' u�` � � .�.b ,v., �y, 1,�' "'v,y * f r' ' � 2" �„'^.. _ '~�. ��.�� �-�� a 4 / �` � 2.2 SAWCUT CONTROL J�iNT b/L1.6.0 ' �„r.�.r �--� •� �r , , � _ � ��f °°•� - � �°c" F�' I Z.3 S�ALED EKPANSION JaINT 61L1.6.0 � �t��_ .�:���� �{�� 36.80 HP ` - '' �� ._.�.._�� � .� K�.�..,�. fi. � � � ``� � � _�-'�µ_-� __. �.�..�._ .� . �_ � ._._ _�..�_.Y _...�e_.�..._M �.,-- ��-� _�:� �� .� � 3.o RAILINGS & �ENCES ��.� � -}' � 1 _��_....��,��..._.��_.__�.�._ .,.�.._, _ ..�.� .�._. N..,_�.�..R_ .,�M��._-___._ _�..wP�. .._.�. � �. -�� t` � \ °�, �,,,'�� � -�..e , R_ .._�r___--_k.,�..��a..�._m�..�__ �... .....�2_. ..�m.d_��.�.,_.�u.�_4_._.�___...n�. ��P ���.�Q `%i .._ � � _ .� � � 3.1 HANDRAII 3/L1.6.1 �� ��� , � � �,. ' �' � �,r" COPYRIGHT 2GD3 �� � �������,. �-�'� �� �' T P flF PAD 37.50 � �' ���fi�, -��� 4.� 7his docvment is an instrument of ser.�ice,�� � . �, •,` �,� l �� , � � CURBS, EDGERS, & STEPS a8 sv�h,ramains the proparty af the Ard�Ifect � i -, ,- � ,�. ,, 36.00 FS � � � "� T P OF PAD 37.�5 4.� MAIN COURTYARD STEPS 1/L1.6.1 Parmigsian fpr usa of thfy�dYvC4maM i�s I�mitad � � 4r.> �� � f � 4.2 LOG STEPS 2/L1 61 °"d°°"�e�'e"d�o"' W^�^a reemant .�T � "'�' wrth Kiipp Colussy Jenks DuBois Ar�h�tecfs,P C � � `,.>: �.;, � � .��.,� . : � .� � � `� �� - -- � 4.3 CONC. STEPS @ CLATTER BRIDGE 11L1.6.1 � T P QF PAD 37 Z5 -�����'`�� � 36.75 TOP OF PAD . ;:��J�����.���:-� -���s,�} � 4.a PLAY CURB 8n.�.c.o 4i�:rr' � � ` °��� = rM'�Sy:C'"��" ' � ,� -��:_-}::. �,:;;�"'�`. � '� 4.5 PiAY SAND KIVER EDGE 5/L1.6.0 �.,,��n -;�,,.-. ��=, ` �7„_ M � 1 �� 36.60 T4P OF PAD - ������� __ s Y��=� , ' ���°�. �k� ��F;�>������° , � 4.6 DROP-OFF P1.AZA STEPS 1/L1.6.1 � � ,���,;,y,��w�;�� � \� o `��=�.t�,, '�� ,\ _ 4.7 WEST COURTYARD CONC. STEPS 1/L1.b 1 1 �� 3�.]Q T�P�� ��������`_�«=�,� � � ��`` 4.8 MAIN COURTYARD PATHWAY SiEPS 1/L1.6,1 � /� `�' � .� .��r5 i�_:�I �,�,( . � � -�' � , �- ,.- -'' � ��u�;u=-�=°'��*�"`'N` � � � 1NALLS � .�� -�, ,�Yf � - � .���_ ���=-} � � � \ '� � 5.0 � � �• � ���`�'' , "'- � °v;�� / � � � � � ��� �' '- -- �'-�w'�`'�'�� � -- --'�����`" �`-� � �\�/ ' - �� 5.1 BOULDER RETAINING WA1.1.DETAII RE: CNIL : � __ ;;r�;,_.,�a,,b�},,: _ _�.._,�:.. 1 .4 /o ,,1:. �r �� ;"'µz .r�• a,rfsc.L. �m't^i� ` � ``--- ����`::;�� �" - w��-��- "a��=,�=;i�- � 5.Z FREE S`fANDING S70NE WALL 1/L1.62 --._.,. ...._ .._ �4� � . - � - --- , .�. _.-_�_,_. �.. _... ���::�,. 7=°: `�;r�r.=_ :,�i:��r �. � � �'°�� '�������,- '' �-- t , / 5.3 STONE RETAINING WAL.L Z/L1.6.2 :bv� i°'` \ 1 =-- ^���� ` � � 5.4 RADIUSED ST�NE VENEER WALL 4/L1/6/2 � � -_�-`�`���=��=s � � � 5.5 P1AY�ROUND WALL(� CLATfER BRIDGE 6n1.6.Z +r'��h��`��""`��-�*�``�` ` � 5.6 M4NUMENT SIGN UVALL 1/L1.6.4 � �=�:n �.�,<_, � , _ � � �`°:'n,'������y, � �� � 5.7 TYP. 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SHRUB G � � _ . - _ _ �- - . - - � - - - _ - � : - - - , '.��. _ � _ - - - _ - � -. , ►,�, � , _� - _ _ h . - - - - , � - .-,� - � � ., - . _ _ __ _ - , __� �;�. , . - - -- - - , - -- - - - - , j _ , ��., � J � . ��`� . - 6 �, 7 1,6. 36.5� . , n a� - r_ P O� PERENNIAL P1ANi'ING _ � S 7 GRQUNDCaVERI ��`""`�==.�;�°� - _ . , - - ,' _ _ ��-�`s� �,;r �°�:� a. _ ;�'.:; - �[, { , .�. � � - .;: � r" �- \� �[� � s ' . f- / . _ ' _11 .�� ' " _ �'yti� _ � y��j � ' ' 'Y � - �- " !�{� � f� 1 � �\ �' = - � - f - - \ � =`r,- •t � �a� � o 16.6 - 8.8 P G ART 8IL , CN CH - PIANT S A I , x� �z: _. ; :;.n=�` , - - _ :�y� � - =�.r -�- - . � _ -._ _ _ . , ` _ ...i7 i^ - _- „R a . _ �'�±i �::j.a.. � � ' '��`f.."�f " s` - .» - - �t'�`�, - ';>*1 ' -, � � ,� - �_ _ _ _ 'z ,�. _ - - ������Y<� r � w � .';'�::;�;:";;y_:��.'r�-<�.a�-Y;..; .,�.. �-�� - 9/L1, .6 . .' _ E _ ,.,r 8 .9 STEEI. 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I 1 I � I ( i I-- I COPYAI6NTZD03 D D ' D D - I � i MP � i-� -I { I!!-I I I I I + I I � p ° I I I=I , � (- C4 ACTED SUBGRAaE ( I-� _� F (T� I I=' � I I I , � This document is on instrvmant of servlce,and I � � CURBS EDGERS & STFpS �g B��h, �'emofns the propery of theArchited. -� � p ° o ° p ° o ° o �����- COMPACTED S!lBGRADE UNDER CQNC. -� � �--� ( � ' � MULTIFLOW DRAIN �.� 4�� ' ' Parmiss�on for usa of this docum�rtt ia l�mitad P P n a _ , - - I��= � ;( I � , , 4.1 MAIN COURIYARD STEPS ��-�.�.1 wrth Ktpp Co ussy Ja ks,DUBoiy'Arohrtec+s,p�' ;I i I-1 I I-1 I f-1 I i-1 I 'I I f=1 I I_=1 I I^i 3/4 CHAMFER ALL EXPOSED SIDES -I ( I I I I , , . RE: SPECS 4.2 LOG STEPS ���.�.� (_- I I�I f I-I I I-I I I-1 I I--I I 4----I I I--1 I 1- -� � �- �..� �oN�. STEPS� C1ATTER BRIDGE ��.�.6.1 -�� �_� � �_) I I=1 [ I-I ( 1=1 I I=1 I (-)�(� 4.� PLAY CURB 8/L9.�.0 4.5 PIAY SAND RNER EDGE 5/L1.6.0 4.6 DROP-OFF PlAZA STEPS 1/L1.6.1 4J VIIEST C4URTYARD CONC. 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P{}ST TOP g•a DRAINAGE � ENLARGEMENT C I I T � 9.1 lNLE7 DETAIt RE:CIVIL y2pp gannack Streat 9.2 MULTIFLOW UNDERDRAIN RE:SPECS �enver,�o�oraaoso2o4 Tel.303.571.0053 Fax.303.825.0438 ARCHf f ECtS PRO)ECT NIIMBER� n r � � i� u � Q cin� c� an-ru �on-rin � nnn�n� Qnnin ��TC � C �� Qn � � �, Tt 2041 .028 �t � i�u� i i ��� � iiv �� rr1 � i i� rf-�► i iv� iv� vvv ur-�ivv �� �� � � ��� ��r��.. i� ��. � .�. �. - &lTfRIM DESIGN DEYEI.OPMENf NOVElill@ER 19,Z002 DESIGN DEUEIOPMINf fEBRUARY 14.2003 . PERM(f REI4EVJ MARCH 11,2003 CONSTRUCTION DOCUh1ENT �IAY 9,2�3 C I.Y.CU�lt,KElt CUKB. KU66ED HNISH �.I.P.(.UN(.Ktlt(.UK6.KU6BtU i-1N1SN BUILDING FACE, COLUMN,WALL, STA(R 314 ° RADIUS,TYP.ALL EXPOSED EDGES 3/4 " RADfUS,TYP.ALL IXPOSED EDGES o�,� OR OTHER FIXED STRUCTUR� � . , ,, SEALED EXPANSION 10iNT, 12 ' WIDTH, 1/4 " 2.3 SURFACE AND GRADE VARIES � -a SURFACE ANd GRADE VAR1E5 � PLAY SURFACE�ACCESSIBLE ENT�tY P�lNTS,TYP. c�c�a RADlUS AT EDGES. USE PREFQRMED RE; PLAN FOR CONDmONS RE; PLAN FOR CONDli10N5 JOINT-fILLER STRIPS FUI.I.WIDTH AND - C.I.P.CONC. PLAY CURB, EXPANSION JOINTS AS SHOWN C.I P.CONC.PIAY CURB, EXPANSION JOlNTS AS SHOWN DEPTH OF 101M'. ALLOW 1/2 ' ATTOP FOR SPECIFIED SEALANT. SEAt ALL - GRADE C4ND1TlpN B ON PIANS. TOP Of CURB 2 ' ABOVE FINISH GRADE,TYP. �RADE CON1?IT1DN B ON PLANS. TOP OF CURB Z " ABOVE FINISH GRADE,iYP. ��� IXPANS10N101NTS PAVlNG ------------- -- PAVING ------------- -- r r�e � �� ���i� ��j�� �� �� v� � _ (4)#4 BARS CONT. Z 1R ' MIN.COVER OVER d �]� ��� , ��j� �1��1,�� �+ * �4}#4 BARS CONT. 212 " MIN.C�VER OVE3� TOOLED CONTROL JOINT,3/8 WIDTH, 2 � GRADE CONDITION A , - - ° � � ALL STEEL.. BREAK�EXPANSlON 101NT. GRADE CONDCEl�N A �U ° � ALl.STEf L. BREAK C� EXPANSlON JOlNT. 1/4 M1N. SLAB DEPTH, 1/4 " RADIUS AT - � fDGES. RE: LAY011T PLAN FOR LOCATI�N lANDSCAPE =I I I�I I I=I I I I I I � � • ° � LAN�SCAPE W� i ��� � ��� � � I � � , � , ° o + _ _� . PLAY SAND RE: SPECS � FIBEROtlS PLAY MUI.CH.RE:SPECS OFCONTROL101NT5 I�I ' I=f I I�, i- ' �_� I I=� � I� - - ' = I 1=1 I f=1�i , ,I 1 I � � ° =I I 1=1 I I-I 1�, , , f I � � °� v � ° ° ` � � � � �° �� _ ► - ° � '• I -� � -i � - � � , �• -� � VAII MOUNTA{N SCN�OI � D � p ° � ' ° ' � °c - , f � �-I (- C�MPACTED SUBGRApE UiVDER CONC. � _ � � �� �- CaMPACTED SUBGRADF UNQER CONC. D� p � , , �. _ _ Vail,Colorado D ° P P ° , z � ° � -� � � ° r, Il ) ° ' D � . o � D D =_ - { ! ¢ E D-- _f -I , o � I � �Qj�: , v ! f IT ���: -I��-��I- -II �-I � i- 1�� 11-I�I- -II �I�I I I��I I -I I � � �-' � ' � -� I I-�����I I - � 1. PRUVIDE EXPANSION JOINTS 30'-0 s O.C. MAX � � 1. PROVIDE EXPANSlON J41NTS 30'-0" O.C. MAX ��,I � � d ° AT POINT OF TANGENCIES. � � n ° AT POINT OF TANGEN�IES. �p �R6� ro���� m ° • � o • � ° * � 4 � � SITE DETAIIS ����z.��,z PAVE�E� � = � I I I=I I 1- ��'��z�°3 II III_ � 2.2 SAWN J01l+lT, 1/4 "WIDTH, � � ��I � � ( ' ` I I � 1/4 MIN.SlAB DEPTH. - RE: LAYOUT PtAN FOR LOCAi10N OF SAWED J�Ii�ITS . � 6 C�NCRETE PAVING/ JC�INTIN� � ��2 "=� '-o" 7 PLAY CURB- SAND SURFACE � "=� '-�" _ � ��-� �-o�� 8 PLAY CURB UU4�D CARPET SURFACE .�� � . � KEYNC�TES _-------- -- ----------------------------------- -- --------- o.o RELATED VUORK - � � � , � , � ; • � 1 0.1 CURB RAMP RE: CIVIL � � 0.2 DUMPSTER SCREEN WALL RE; ARCH �---- --- -• ----------------------------------- -- --------�--- 1 ^j ' , � •o PAVING & GRADING KLIPP COLUS5Y �ENKS DU$OI5 I � � � ARCHITECTS, P C I • � � 12,� �P � ; 1.1 4" CONCRETE PAVING/BR��M FINISH 6/L1.6,0 Memher Artwr�conlnsfiluteoFAtchiiects �� ' 1.2 4° CONCRETE PAViNGI�ANDBLAST FINISH 6/L1.6.0 .��� �� �.����...........�...r_..__�������._�����.���..�..� ��. .��������� .._7 WrttarSquare. 7S72larimerStreet i.Q� STEP AB�VE 1.3 CONCRETE STEPPING STflNE 21L1.6.0 end9e����,benver,C4lorodo 80202 4u /\ �" /\ �' PRESSURE �•4 NOT USED ph303-893-1490 fcnc303-B93-22Q4 � � TREATED TIMBER SLEEPER �.S N�T USED 1.6 CRUSHER FINES PATH/PATIOIMOW BAND 4/L1.6.0 1.7 UVOOD CARPET PLAY SURFACE RE: SPECS 1.8 SAND PLAY SURFACE RE: SPECS REINFORCED C.I.P. CONC. 1.9 6" CONCRETE PAV}NG BR40M �INiSH 6/L1.6.0 ° STEPS � �' ;__� __ __..___--------�___________________ .._ ___-- ----__ �.0 101NTING t CONDiT[ON VARIES RE: PLANS R 01/Z " ; � 2.1 TOOLED CONTROL�OINT 6/Ll.6.0 FOR MATERIAL AND ELEVATION � � � CQMPACTED SUBGRADE 2.2 SAWCUT CONTROL JOINT 6/L1.6.0 � , ' BETWEEN MEMBERS 2.3 SEALED EXPANSION JOINT 6/L1.6.0 COPYAIGNT 2403 q ____.�......_ ..- -----------------------------------_ _- --------- - t � 1 This dptument is on Instr�ment of service,and , � It !I as such.ramains the propariy of tha Archltect. � t �/2 X 1 S GALV. s��K� 3.o RAILINGS & FENC ES ParmieeSpn for usa of thia documarrF is ,=m,*�a ' o � E � t � • and con be exfended only by wntfen agreement • � � wrth Klipp Co4ussy Jenks bu$ois Architects,P C - " d o � ppE � ; 1.�G STEP ABOVE 3.1 HANDRAII 31L1.6.1 �----------- ---.._.._-_-___---------------------- -----______ 2.3 � o � " o ° " ��4"l� 4° X 6n X 6' PRESSURE 4.� CURBS, EDGERS, & STEPS � `O � ^��� Z ° 4�'��� TREATED TIMBER SLEEPER `', , � `' • p " � m 1�Z„ �, CONDITION VARIES RE: PIANS 4.1 MAIN COURTYARD STEPS 1/L1.6.1 ' � ,� � ' FOR MATERIAL AND ELEVATION PLAN 4.2 LOG STEPS 21L1.6.1 D O 4.3 �ONC. STEPS C� CLATTER BRiDGE 1/L1.6.1 STAIR L�CATIaN RUN A RISE B # OF RISERS . � � � ,� „ % � � �, � � � 4.4 PLAY C�JRB S/L1.6.0 4.1 MAIN COURTYARD STEPS 14 7 8 ' ` " o . I � � ( � I I I I I o ° p , � b- BACK VfllD W/CRUSHER FINES CRUSHER FINES PATH 4,5 PLAY SAND RIVER EDGE 5/L1.6.0 � 4.6 DROP-�FF PLAZA STEPS 12" 5" VARIES RE: PLAN- � � � � � � � � ' � � " o - I I I I �- 4" MIN DEPTH C�MPACTED 4.6 DROP-OFF P[.AZA 5TEPS 1/L1.6.1 � � � � N Ilf III I ! o - o I _ ON TOP 0� C�MPACTED SUBGRADE 4.7 UUEST Ct�URTYARD CONC. STEPS 1/11.6.� � 4.3 CLATTER BRIDGE STEPS 12" 41/2" 9 -I I� � , I � ! � � � ° �, _) � � � #4 BARS C� 12" O.C. , „ , „ 4.� MAIN COURTYARD PATHWAY STEPS 1/L1.6.1 � -I � I- I 1 -0 2 -7 +/- ( `� � 1- I p Q I 4.7 WEST C�URTYARQ STEPS 14" 6" VARlE5 Rf; PLANS � � ° -, � � "' 2'-6" 5•� I�VALLS " � D � - _ , � ( ( � �= #4 BAR (� �2" O.C. 5.1 BOULDfR RETAINING WALL DETAIl. RE: CNIL ' � - 4 � MAlN COURTYARD 14" t� C� 6" 6 EACH S1DE o , - a - � Z'-6° ' � 5.2 FREE STANDING STONE WAL� �/L1.6.2 � ~ � - l . . . . . . . . . . PATHVIIAY STEPS o I I I I_ - . . . . . . p , � =� � � I I I=.- L° � � 't' � � � ' � ' � _�� _ 5.3 ST4NE RETAINING WALL Zl1.1.6.2 � 2- #5 BARS � BOTTOM �=� � �_� ( �=� ( 5.4 RADIUSED STONE VENEER WALL 41�.116/2 i #4 BARS C� 12" Q.C. _ � i_i 4 �-i;_ . } EACH UVAY � � � � � � � � � � I - - !�-i!?,-�!���( 5.5 PLAYGR�UND WALLC� CLATTER BRIDGE 6/L1.G.� , -1 ( � � i I I-I � �-� I I-I i({���j� ( � �,( � �, , �( � - � C�MPACTED SUBGRADE ���-�����( I-I ' �- ' � 5.6 MONUMENT S1GN 1111AL� 1/L1.6.4 i ' � - - - - I � .- - - _-� I I-I�I-I I 5.7 TYP. STONE VENEER WALL 3/L1.6.2 , ��'2�� NOTES: ���-' ���I�I���������-� � ( � �„Ir �- �- � �,,,�����-������,I��,;,{ �;� � 5.8 RAISEQCONCRETESEATPAD 1IL1.6,0 1. PROVIDE 21l�" MIN. COVER OVER AI.L STEEI. 5.9 STEP WALL. 6111.fi.2 � z. PROVIDE SHOP DRAWINGS �I2�� x �su Ga�v. SPIKE G.o S1TE FURNISHIN�S/SITE ELEMENTS �'' � � , 3. �INISH TO BE SANDBLAST RE. SPECS PQUND FLUSH SLEEPER � 6.1 BOULDER- S1TE SALVAGED BURY 1/4 - 1/3 REVIEW W/ARCH. RE: SPECS � 4" X 6" X 6' PRE55URE TREATED TIMBER 6.2 SAND PI.AY RIVER AND LOG BALANCE BR1DGf 5IL�.6.� � 5.3 SKI RACK " 1/2" X 18" GALV. SPIKf G��L � �j,� PQUND �tUSH W1 TREAD 7.0 � `'a � LIGHTING ,� � , w � 7.1 FARKlNG L�T LIGHT W/FO�TING RE: ELEC. � , ' �� ' � � SECTI�N NOTCH �UT SLEEPER 7,2 RECESSED WALL LIGHT RE: ELEC. � � '�� � � a T4 REClEVE STEP, TYP. .��r��f� � , 7.3 STONE BOLLARD LIGHT 7/L1,6,2 � ; �r� �,�" ' � C fl N C R ETE STE PS SCALE 1 "=1 '-0" � SCALE1 "=1 '-0" g.o �LANTING � L�G STE PS � � 8.1 DECIDUOUS TREE PLANTING 1/1.1.6.6 � 8.2 D�CIDUOUS TREE PLANTING 4N SL�PE 2/�.1.6.6 � � 1 IT S � 8.3 EVERGRE�N TREE PLANTfNG 3/L1.6.6 CONTINUOUS RAI1. FOR INTERMEDIATE RAllS 8.4 EVERGREEN TREE PLANTING ON SLOPE 4/L1.5.6 DenvergColorado8d 04 17116" FpR C�NDITION t� EDGE �JF STEFS ONLY p 3/4 ° 3 ���� 8.5 SHRUB PLANTING 5/L1.6.6 F�:�:��$:�� ' 3° SQ x 1/4" PLATE 8.6 SHRUB PLANTING ON SLUPE 6/ll.6.6 ; 3�� n u ARCH�iECT`S PR4kCT NllMBER; , A �A^ � 5 X 1/2 CARRAGE ___�__ ��7 �RnllNf}C'nVFR/PFRFNNIAi Pl ANTiN(; 7/i 1.�.ti L�v1 .�L� � � 5'' viH. rcuiiivu vvuuu �uST �_____ B4LT C�UNTERSINK _ _____ ___ i 4 ^�� ^ �w = USE LAG BOL.T IN 2 ! HANDRAII 8.8 PLANT SPACING CHART 8/1.1.6.6 �. , � : ___�__ $.9 STfEI EDGER 9/�.�,�,6 �u�swNO�v�MEM NOVEIrfBER14�DOZ � POST `� SIDED C�NDITI�N -�-- 314 x 1/4" STL, BAR ����,a�,E�► ffBRUARY94,2003 N y � - � � 2�� �MATCH RECESSED ! W13/4" CHAMFER 8.10 GRAVEI. MULCH 9II.1.6.6 PERMIiREYIEW ldARCN 17.24�3 � `� --� � � $.11 BULB PLANTING �D/L1.6.6 cor�s�uc�oNOOCU�ENr �y�,�oo3 - PIATE CONDITION) i 5 DIA Wa�D POST i �2° 3A 203° � 9�Q D RAiNAG E 1 PLAN 3F � � _�_ � � � � `�'� � 5" DIA. W40D POST ! �.1 INLET DETAIL RE:CIVIL � �'6' 5" D1A. R4UND WOOD POST A. POSTT�P '; 9.2 MULTl�tOVll UNDERDRAlN RE:SPECS u�wN. � ENLARGEMENT i � 1 1/2 " STEEL TUBE RAIL I ------ 5" x 1/2" CARRiAGE BOLT c"��ED �� _ Q _ _ '� �� E.TUBE RAIL MOUNTING- � TREAD + 12 3B,E o 3 SQ x 1/4 STEEL PLATE SECTIf�N R�. , i � �-� •6•� 1/4" x 3/4" STE�L BAR � � � � � 5" DI�. WO�D POST ; i STEEL ANCHOR F!N PLATE B. TUBE RAIL MOUNTING- ; EIEVATI�N CUT GROCJVE INTO 5" DIA „ „ CUT GR��V� INT4 5" DIA ` � Z �i� " l� 2 �� '� 5"X 1/2" CARRAGE WOaD PQST Tt? RECIEVE � X 1/2 CARRAGE � W4�D POST TO RECIEVE ` B�LT CdUNTERSINK ANCHOR FIN PLATE ; T BQLT C�UNTERSINK _ ANCHOR FIN PLATE ;�, ; �, ; m ; = UAII MDl1NTAIN SCHOOL ; n, i � � = i °° Vail,Colo�ado io � � � � � � c�n ; � � ; CONCRETE STAIRS ' i , � ; i , ; � RE: 11L1.6.1 , _ = � , i , � � � � ' STEEL ANCHOR PLATE W/ STAIR DETAIIS I I ' ` ! D LMiAS1Q8�`2�b2-0Qi2 , . ; o STEELNANCHOR PLATE W/ FIN. GRADE i g°X5°X1/2° FfN P1ATE INEIDED � _ � SUBM(T SHO� DRAWINIGS FOR AI.L � 8 X5 X1/2 �IN PI.ATE WELDED u , „ /' ��y�,�pp3 ♦ _ -----/ VERTICALLY � „ V E R T I C A�I.Y 1 Q S 4 N 0 T U B E x 3 4 8� i STEEL CONNECTIONS PAVEMENT 8 CORE DRILL & EPQXY { ` Ip _ 3 ��p D. ANCHOR PLATE ��RE DRILL& EPDXY E. ANCHQR PLATE ANCHOR BOLT, 4 TOTAL � � � 1 .6.1 DETAIL IN CONCRETE ANCHOR BOLTr 4 T�TAL DETAII IN tANDSCAPE � SFCTION OR CRUSHER FINES , � , � f . � 3 HANDRAIL SCALE 314��-� �-o�� : � � � - �� �. KEYN�TES SANDSTONE CAPTO MATCH ARCHITECTURALtINTELS ��a RELAT�D WaRK STONE�AP,HEIGNT ANQ LENGTH VARIES. -- - - --� - - 1/2 " MORTAR SETTiNG BED AND 0.1 CURB RAMP RE: CIVIL STONf TO MATCH ARCNlTfCTURE. � � - -_ -- - -_ � - - - PIN CONNECT{ON @ CAP, 0.2 DUMPSTER SCREEN WAII RE:ARCH REVIEW WITH ARCH.PRIOR TO CONSTRUC7 - " - - - - PROVIDE FLASHING AT 101NT, 24" OR 3Q° OR 50" RE:PLANS Z PINS PER CAP STAINLESS ='_'� ° � FULLWIRTN OF MORTAR BfD. �•Q PAVING & GRADlNG K LTFP c o�.ussY j ENKS D us o�s 1' MORTAR 24a OR 30" RE: P[ANS ` STONE CAP HEiGHT AND LENGTH VARIES. STEEL PiN __ ° 3/8" MAX.101NT " . 1.1 4 CON�RETE PAVING/BROOM FINISH 61L1.6.4 ARCHI7ECTS, p� 1" MORTAR { S30NE TO MATCN ARCHfTECTURE. ONE AND TWO SIDED VERT.FACE _ _•� • � , 1.2 4" CONCRE�'E PAVING/SANDBLAST FINISH �/L1.6.0 Member Amencnn Institvte ofArchHects j REViEW WITH ARCM. PRIDR T4 C4NSTRUCTION WALLS,RE:GRADII�G � - - ', ° 1.3 CONCRE3E Sl'EPPING STONE 21L1.6.0 . ' STONE VARYING(MATCH ARCH.) Writar Squnra, 1512 Larimer Street � - -, , , Q STONE CAP, HEIGHT AND L�NGTH VARlES 1.4 NOT USED COLLOIDAL CONCRETE - ", ' � - - - . ' � - �, STONE TO MATCH ARCHITfCTl1RE • � • � � � LENGTHSCfHiCKNE5SE5. STONE TO MATCH ARCHITECTURE e�dge�,��,Denver,�n�orodp Bo�oz FILL ' ' �• ' � ' ._ � " � �- MIN HEIGHT=4' S��P�'!' � �=1 I I-�-I I I;,I i !-! I I � - ' - - `° MIN THICKNESS=4" , , REVlEW WITH ARtH. PRIOR TO CONSTRUCTION 1.5 NQT lJSED ph 303-893-7990 faz303-893-2204 MAX HEiGHT= 12 PER GRADlNG ��I I.---I I I-I�i-I I I-f_, � ,- - MAX THICKNESS= 14" 1 -6 #4 R£BAR � - � � �- "� ' GUILLOTINE CUT FACfS � �, , �-,� � o , MULTI-fl.C3W DRAiN, $AND 1.6 CRUSWER F1NES PATH/PATIO/MOW BAND 4IL1.6.0 � �2 a.c. , _ _ . _ - - , Q�NS-1!I -'T '___-I I I-� I i-I i-� _ - _ - . , , , o � _ z i (-1 I I-1 ���(����`���I-1�I�I I I� - a � GUfLIOTINE CUT FACES ° WASN Q�,p•N� BACKfILL TO SURFACE, MIN 2" 1 J W�OD CARPET PLAY SURFACE RE: $PECS a - • g =1 I I=I I I-- � � I l I�) I I_.._I a Q - TW RE.PIAN ES�� RE� SPECS 1.8 SAND PLAY SURFACE RE: SPEC5 #4 REBAR � ' � - �,,,. IiGHT J�1NTS; MAX. -( � I-I I ��I i � ° _ a ° a . - - .�: ��:,_ A� °"" � 18" 4.0 , , ; � , , ,� � JOINTOPENING 12 " I�I I I=I �-! I I_=1I I-1�I� '1 ' - � TIGNTJOINTS; - :;:., _.:.... v � � � , �� � - Q � Max.101NT OPfNING �_ I �� STONE LEDGE TYP. 1.9 6 C�NCR�TE PAViNG BROOM FINISH 6/L1.6.0 :��•:..� :;�:• � -I I i-I I I__ I I � �, - __ ��. �� � � �oLD STONE O�E COURSE - � I l I----I i�� - , VARIES � - . • - . o . � � ,� � VERT.FACE I-1 I (=I?-�i�_ � � �-�_� � a - a - � � � 12 ' �., _ �, � ° ' " . ¢ VARI�S RE: PLANS �� I I��I I f�l I (.�I I I�I I � - ' � i i= BElOW GRADE MIl�. JOINTING RE' PLANS - � , ; _ � � C;,)�I�i�I I �I I � a 4 - � a A � a� __ , "� > Z% -_ �� -T I' 4s BLOCK BELOW GRADE TO FOUNDATIqN 2.0 - � � � , o ° Q ° - _ BW VARIES RE:PIAN �,==' °° i� ��' 2.1 TO�LED C�NTROL��lNT 6/L1.6.0 2% 2/o , � COMPACTED a COLLOIDAL �- , ,- _ _ a - . . . , CONCRETE a 4 4 a � . a a Q a ._ '. ' . $UBGRApE =.�L���I I i �f �� _- __-- � #4� 16' HOR1Z EA.FACE �.2 SAWCUT CONTROL JOINT 61L1.6.0 n - . , - BA£KFILL � ° - ° ° - z ° , , _ _ Q z _ �� �m- _�� �i�� #5{� 16� o.C.vER�r. 2.3 SEALED EXPANSlON JOINT 6/1,1.6.0 �� ' = � ° � -� - - ---- � � Q Q� � -� I �-� I I= = ftOAp BASE n-, � � _ °� �1= � � � ' #� L @16" 4.C. EACH FACE _� � ,-_- � _ � , ' I-11 !-1 I 1-( I I;I� I I i=1 a - - a - a - o � ; , , -1 I I-- - � _ `a �fT� ��f, ' � o � � _ �� a �� 3� COVFR MIN OVER _, a• �� I I I-1 I l-1 I I- I I i� � � � _ : I !=1 l 1 I �-I _i- � � ., _ � �a� 3.o RAII.iNGS & FEN�ES STEEL - 1=I I I.=I I (= COMPACTED - - ��0����oO�c �� � ��O � QOo� � i=!I��I�- i = ��T�a a:- � --°- �4 �=I k ��- COMPACTED SUB�RADE 3.1 HANDRAIL 3/L1.6.1 C4IYIIIGHT 2003 -�� - -I I 1-1 I I-I I o 4 0 � i � 'I I �I 11� Su�G��F °° '�;I I I-1 I 1 p°��O�o���°°°���°°� C�°Q°�� _I { If I II�11 I II I I! I I���I r�i �._'p�• � � --�' � �E� r- This documeM �s an instrument of setviee,and �C � Qc�O p i , (� os svch, remains the proparty of the Arch�tect. - -� � I=� -I � (;I E o°O��o�o°0�'000 0°0�0�o o�oo�o C�o��o O � � �=1 � I=��I- ?� - , #5 BAR 12" O.0 EACH WAY T�P&B�T 4•0 CURBS EDGERS & STEPS ParmTSSion for use af th�s tiocumerrt�s limiind � '�=1 I �-' ' - i ( �i�- �i ��i� � -�� --�� , ► � � � � I-I�I^i ! I' i� vnd con 6e axtendad only by wri4fan ogreement I 11�1=1 I 1=1 I I-1 I i I I--1 I 1=1 f I I I I-I 1 !=1 � �i � � �--�---- Z #5 TOP&BOTTOM 4.1 MA(N C�URTYARD STEPS 1/L1.6.1 � I_� I �_I ( i wrfh Kl�pp Colussy Jenks DvBo�s Arch�iects.P C ������I� � ��I I ` ,1 I I-I f 1-I 1 I-I I l i ` � 4.2 L O G S T E P S 2 I L 1.6.1 �, .i I I-I I I I I I_ . �_ �� �_ � �F_� � �-, , �p 1 2 2 +6 CIP CONCRETE WA1L. PROVIDE TiES 4.3 CONC. STEPS C� CLATTER BRIDGE 1/L1.6.1 i 13(4 " 4,_6„ F�R ATTACHMENT OF VENfER Ta WALL. 4.4 PLAY CURB 8/1.1.6.Q NOTE: 4.5 PLAY SAND RIVER EDGE 5/L1.6.0 �.z �rz �� COVER OVER ALL STEEL,�° eonoM 4.6 pROP-OFF PIAZA STEPS 1/L1.6.1 �,� �.3 2.PROVIDE SHOP DRAWINGS �,� 4.7 WEST COURTYARD CONC. STEPS 1/L1.6,1 4.8 MAIN CCIURTYARD PATHWAY STfPS 1/L1.6.1 s.o WALIS � � FREESTANDING ST�NE WALL � "=� '-o° Z STONE RETAfNIN� WALL - � "=� '-a" 3 TYPICA� ST�NE 1/ENEE� WA�L ��2 "=� '-o" 5.1 BOULQERRETAININGWALLDETAIL R�: ����� .■► 5.2 �REE STANDING STONE WALL 1/L1.6.2 5.3 STONE RETAINING WALL 2/L1.62 5.4 RADIUSfD STONE VENEER WAtI 4/t.1/6/2 _ 5.5 PLAYGROUND WALL(� CL4TT�R BRIDGE 6/L1.6.2 � 5.6 MONUMENT SIGN WALL 11L1.6.4 . - 5.7 11fP. ST�NE VENEER WALL 31L1.6.2 ' - - -:�••� - 1/2 ° MQRTAR SETfING BED AND 12' RIA.DFBARKED DOUGLAS FIR LOG 5.$ RAlSED CONCRETE SEAT PAD 1/L1.6.0 " :� �;,:. •��r:. _��,:, - PIN CONNECTION�CAP, �� • �� � _ _ 12 X 12 X14 CONC. FOOTING 32" PLAY SAND 5.9 STEP WALL WL1.6.2 � - ` "' Mk1LTiFtOW DRA1N, R�•��cs �.o SITE FURN1SHiNGS/SITE ELEMENTS -' -�'� � PROVIDE�1ASHING ATJOINT, �'-�='• Q a Ft1LL WIQTH OF M�RTAR BED. �---- PLAY RIVER EDGE ''��=•� P ----MAX 3/8° JOIt�7 � RE:5/A1,60 � 6"-12' COBBLE RE:SPEC ' STONE CAP,FiEfGHT ANp I.ENGTH VARIES. I, 6.1 BOULDER-SITE SALVAGED BURY 1/4- 1/3 REVI�W Wl ARCH. RE: SP�CS -"'� ° STONE TO MATCH ARCHITECTURE. 10' #5 BAR PRE DRlLL 6.2 SAND PLAY RNER AND LQG BAtANCE BRIDGE 5/L1.6.2 - �'- ° REVIEW WITH ARCW.PRIOR TO CONSTRUCTION L��TO RECEIVE BAR � 6.3 SKI RACK 2% tNASN STONE VENEER .WRAF j �R�= P�`� ��� • �� � VENEER AROtJNQ ENDS OF WALL. ,:,:�;_:;-.:_v � �.o LIGHTING W �� � • r' � MULT(-�I.OW DRAIN 7.1 PARKING LOT LIGHT W/�OOTING RE: ELEC. ¢ =��� •I �-� � RE:SPECS �. 2#������IB�T�Ni ',: , :',' w C�ND{T{ON VARiES R�:PiANS � 7.2 RECESSED WALL L1GHT RE: ELE . -.� ��' �I >�`- a STONE k.EDGE,TYP. � 7.3 STONE BOtLARD LIGHT 7/L1.6.2 ��1�4 g.��������,�� _-=, '-�.� . ,� ' � HOLD STONE ONE COURSE _ �"�_ � ,,_�� � -i i�� 8.o PLANTIN� `�- BELOW GRAQE MIN. I-1 I�I t I- I 1!-1 1=!f=-I I 1= 2°lo r: �I = -I I -!I I-i I!={TI j i�-I f�T�(i�I 8.1 DECIDUOUS TREE PLANTING 1/L1.6.6 �I - -� 4 BLOCK BELOW GRADE TO FOUNDATION l-��I f=J�=1 I I I-1!I=I I I-1 I� BW RE:PLAN R �� :�' • iii��!�{E i � ,� =1 I!-1 I�1 I I-i I I o � a - - 8.2 DECIDUOUS TREE PLAN7lNG ON SLt�PE 2111.6.6 pC?L ° �r L�i� i�_����� . N 1-�i=�` �'S�1� ��.�tetT_ �I I�i I l-I I 1=1 d . `° • - . _ . ° I!1=!!1=1 I�I I E = G�` � i i �� _, � #�� 40 �16 O.C. EACH FACE -i I i=�I�="ITI=I I ° ° , . , . . o ° ° I 1=1_i�I I 1=I I� c 8.3 EVERGREEN TREE PtANTING 3/L1.5.G � vo °� Z - _ I I-I I- � 77- L TT��f I i��-f� ° �--_ . . • . ��� ° ° �-���-���� � I-�� t (-� � ti '� 8.4 EVERGR�EN 1'REE PLANTING ON SLOPE 41L1.6.6 � : w� O - �� II n �I I�E II (11-tI p 9 v � � I�I=��i • � . . 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I I�i�I�I_I�.LL�I I� �I f I-i{ I f - � .-�-s'.; ,,,� 5 � - �- � ' --�- COMPACTED SUBGRADE �IT-1 I I�I I-!I 1-1 I� I J�=1 I I---I I 1=� i I-I f I-I I I I-1!�I I I-I I I i I-I I I-1 I 8.7 GROUNDCOVER/PERENNIAI.P1.ANTING 7/L1.6.G �. �: r�'�'' � ° �� ° �p ° � ° � -I I I-I I I-I I�!i�I I 1=(I��-1 f I-1 I f-1 I� I�I I I-! i i�I I�T�f I�I I�I I� T" '� �' - '- - '-�I�I I -I I i-1 I-f I H I l=�1�I I I-1 I 1=1 I I-1 I 1=i I!- -i I 1-i '- '`- 8.8 PIANT SPACENG CHART 8/1.1.6.6 ?I�, � -�► #5 BAR 12° O.C. EACH WAY TOP&BOT. ''- I 1=► i����=�'T-��i-)I I-,.,�i I��I I I!1=T1 ��,--fT�' 1`-6 3I4 " � �� „- 8.9 STEEL EDGER 9/L1.6.6 � ° � C�NQCfION VARIfS RE:PIANS 10" 1'-2" 2'-5" FILTER FABRIC $,1� GRAVEL MULCH 91L1.6.6 CIP CONCRET�WALL. PROVIDE TIES 4'-5" F�R ATfACNMENT 0�VENEER TO WALL. DRA1N DEPTH, SEE INVERT ELEVATION 8.11 BULB PIANTING 10/L1.6.6 �oTE. M��. �°f° s�o�� 9.o D RAlNAG E . . CI IT 1.21/2 COVER OVER ALL STEEI,3 BOTTOM 2.PRDVIDE SNOP DRAWiNGS 9.1 INLET DfTA1L RE:CIVIL �20o s�,nook s�� ��4 9.Z MULTIFLOW UNDERDRAIN RE:SPECS oenver,t;o�orado�0204 Tel.303.571.0053 Fax.303.825.0438 ARCH�ECTS PRO�tT NUMBER' . r- � � n� ►r-n r�rn� ir � ir� irrn � n � n i � n n �t n �� i � ni in-r-�in nn . ,., �, . , � „ c C /1Aj11 DI /1V DIIICD 11I�Ifi� 1 r1f' D 11I IIAI(' C �? D11�1(=' C ., ,� „ � , ,, ,, 2001 .02$ 4 �. UI�VtU J I UIVt UtlVttt� VV/-1LL lw IVIHIIV I. UUt� I YHI�L1 �11 "= 1 '-U " a Jf�-tIVV f LH i IIIV Cll f-'►IVV LVV D!-'!Lt`�fVL. L L71�If.�VL .S/4 �= 1 "-U �� " INiERIl�I DES�iN 6EVElOPMfNT hiOVEMBER 19,20D2 DES{GN DfVEIUPM�HT FEBRBARY 14.20Q3 . � PERM(f REVIEW MARCR 17.2003 CONSTRtJCTION UOCUMENT MAY9,2003 STONE CAP t0 MATCH ARCHITECTlJRE 12" MORTAR SETTING BED WlBONDING AGENT AND PIN C�NNECTION t�CAP, 12" O.C,#5 DOWEL, °�4� _ _ _ . ., c�c�a �1�711 CQ '_ � _ " ����ry� �� 37.5a ,�.�.�^„�°- _= _ � �,_9� STONE CAPTO MATCH ARCHfTEC7URE R� = . : _ - - 1=11 i= _ = - -- - 1=) I I.=I I (- - - -- � CMU STRUCTURAL WALL W/5TEEl, _;:,:.•� � � 4 �-= I �-I I I=I ��I=I I 1=I ( � � �TONES OFVARYlNG LENGTHS& RElNFORCEMENT. FULLY GRfJUT C�LLS �'-�" ;:-�.�! 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RE:SPECS ' b 2 SAND PLAY RIVER AND�OG BAlANCE BRIDGE 5/L1.5 2 � 5.3 SKi RACK �.o LIGHTING 7.1 PARKING LOT LIGHT WIFOOTING RE: ELEC. 7.2 RECESSED WALL LIGHT R�:EL�C. 7.3 STONE BOLLARD LIGHT 7/L1.5.2 � � MAI N �a U RTYARa STAI R/ iI�ALL ELEVATI�N ��z ��-� �-o �� �.a �LANTfNG 8.1 DECIDU�llS TREE PIANTING 11L1.5.5 8.2 DECIDU011S TRfE PLANTING ON SLOPE ZIL1.5.6 8.3 EVERGREEN TREE PLANTING 31L1.6.6 �QL ° �r $.4 EVERGREEfV TREE F1ANTING ON SLOPE 41L1.6.5 �G� �� 8.5 SkiRU6 PLAN7lNG 5/L1.6.6 ,�, � . �, $.6 SHRUB PLANTING ON SLOPE 6/�1.b.6 ,Q, . `� . ..i 8 7 GROUNDCOVER/PERENNIAL PLAN7ING 7/L1.6.6 H „ [j ; � 8.8 PkANT SPACING CHART 8/L1 fi 6 � �\�t��, ,,� $.9 STEEL EDGER 9/L1.S.6 � � 8.1Q GRAVEL MULCH 9JL1.5.6 ?Ib,� �,c`� 8.11 617L8 PLANTl�fG 1 Q/L1.fi.b ° �•8 �'�3 �.o DRAiNAGE 1.2 9.1 INLET DETAIL RE:CNiL 9.2 MULTIFLQW UNDERDRAIN RE:SPECS � ' 'T � �•� 1200 Bennock Strset Derner,Colorado 80204 �.� �ax.343.625.0438 T1N 48.10 /�� T54�.16 � 41 ��nn�n�� ra� n�cn d trr �r�.uv� - --- • •••..... 5.4 s�: DRAIN INLET - aurE����o�rao��r� NOVEIu1BER19.zoo� RE:CI1/lL --� DESI6NDEYEL�PtV1EM fEBRUARY1420�3 � ,,_._ �� PERM6fREVIEW ^ MARt}!17.2403 � � - CONSTRl1CTIrUN DOCI�IENT MAY9,14Q3 - _ = i� - = i� REFER TO GRADING FLAN F(JR - _ - ADDITIONAL TOP OF WALL EiEVATI0N5 , � � ' - - T1N 45.04 I � D D p p Q D+ � -- � p � ��---� ` p D e � ��� ;' ,�r i % _ � .,�� , i I -I i - ' 1= I o , / BS 4i.54 I-1 I I '�I i�I I� 2.3 � 23 '.��j I�I�� a 9, a - ^ _ � � - - _ _ I I�f I I r- - i -1 I��I� ° > _ _ _ ��awN. �I I 1= I I � , - -' - " o° , _ - �I 1=1!1=)I I _T�I(- � WAII LIGHT RE:ELEC.QRAWINGS ��'I�=f ° � V � � � _ � I I 1.-1 I I � i { - ° ,a - � % ' _ - � % ' C��a I I I-T- - �-1 I I-1 I , , �TI�I I�i I 1=1 ° , � _ � � _ -- - -I�-11 �_________�______� ;�Ilf-lfl--Il�li ,� = � �� - - Ii�11Tf�� � �_ � ° D > _ - �� ���fl� I �l i i;L'�-���II -� po _ - 1.2 ����H �---_�i_�i i �� ; ; ,--� ° D o° ` _ a , , D - , , o � d � � a a i i , > � � 6 ° Q -I 1� !. > i i � • � ° =1 I I�I! � � �lil ' " I Q ,� -I I 1- r_ I ___1__________._________________..._..._ __�� ���.�.�� _�________._......__.._.__------ � � -Q ����_ t � e D r i��F � �(All MOUNTAIN SCHOOL �..___________________�.._______________.�________�---__________ ���► � gs�s.sa Va�l,Colorada -�-,� UIlAIIELEVATIONS(ry�pg#Z�.qq�3 IYI�y T�ZW3 �r� � j Z SE�TION AT MAIN C � U �TYAR� 1,z �=� '-o" � - �� � �_,.r�w'.K�yy ,, / � _ � � - � a N 10190.551 � 34.�2 FS1BW i ` r E 4242.709 � � � � �Z N 10192.509 34 '•� � N 90159.186 � KLIPP CoLVSSY JENKS DuBors \ E 4244 675 32.2g FS I ��,` � \ E 4283.291 / ARCFEITECTS. 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SE�TION �T SIGN PANEL �-=I I I=f I I-1 I I ,-I � �- . -1 I I I I I-11 I-: ! 1-I I I-1 I 1-1 I I----� � i--► i �-i � �-i I 1 � I= i ►-r i �,� � � � E END PIER ELEVATION �-� �� � ��� , ;-� -� , -, � - I -� � i;� �I � �I i I I I---���� I If I tl 11 1 II ! 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G + I � I F1N{SHED GRADE � ' ' � ONE S1DE VERTICAl. � 5�-0�� � � � .� , � ' 1 .2 � � � ! --�1- ! , i nFical I � � �'� � � � ---- TYPICAL RAII. PANEL � � � I COPYRIGHS26D3 � � i I � I � I � ' --__ This document�s an instrumerrt of service,ond � � � � ( — —— —— ——�-""———'" as such, remoms the ro e of tha Architeet. , � , ; R E: D T L. E T P p � a � , , ' �s� 4� I � � ^ ��� J I I Parmission for use of this documgirt is Itmita � __ ___ __ � and rnn ba ex�ended only by writtan ograemant 1 ; ;I � _ _ , __ � E. TERRAC E RAIL PANEL ELEVATION/SE�TIQN wrth Khpp Colussy Jenks DuBoia ArthTtects,P� 1 I p t � ,:V .F��.=_,` �INISH PAVEME � ; �i � �.�.r��.;� � :�i+ :c � _O AND EASE COft � � 36.1 ' TYPiCAt RNER- s � �F��� ����j�. �LL�:�*� �,,�:��, i SCALE; 1 �,_�� �� � , 36.1 �� � �,�- _k:�� _ ,�= �- -�; ��_. �,. ,� �------ --- ----------�----------- ---------- - . INSIDE FACE VERTICAL, ' OUTER SPAC 5 BATTER�D N 10200.7 � N 1Q207.701 E 4689.19�- -- -- ---- - - --_ _ _ __ __._. _ _ --- --- - -- E 4698.979 b-U ST�NE COLUMN BEYOND � � � 12,_��� � � 1�'-�" � � � ���'8p � AtIGN EXP.JT.WITH COLUMN FACE _ w � B. FOUNDATI�N PLAN � 00 � � (2} {LATTER BRIDGES 4t � c� o SCALE: 1/2°=1 '-0" �� OR J INTINR�ETf LAB. RE:� � `� z A S S U P P U E D B Y C O L U M B I A C A S C A D E � Q � ��L°��� � z S U B M I T S H 4 P D R A W i N G S F O R T H E E�SDGE � � 'ya-a�`` Q � ._�., ...,, ._� _.,,` M�DIFIED ATTATCHMENT DETA�I.S. TWO BOLTS VERTICAL,Ai.TERNA`I`E ��y�q � � r - __ � � o EQ I CL BRlpGEE� W1TH NORIZQNTAL BOLTS � P o p p o � ' P P � � f v � � � � - t ! � - "fL.39.54 ` I � . � � 6" #5 DOWELS� 18" O.C. :, � � � ��_\� � ! ��� , _ 1,�� SQ � WRAP ONE ENQ � _ � � . �' i , i �� 5 318 ° � \ , 6" #5 DOWEL 3 PER BAY � � _ _ . � � � � �' ,/�� A; � ,ri . * ' p � �� COMPACTED STRUCTURAL Fltl. � � _ _ ; ��,, 1/4 STE�L ANCH4R PLATE RF.SPECS l _ � � � _ �.:; .-.,Y r� ' _ „�_�^_.`�. � STONE ABIJTTMENT AND COLUf�NS T� _F� �� 3n aw.SCHEDUIE 40 ', ';_-�.- : BOND BEAM � � � � � -�- _ . -`'� �`` GALVANiZEp PIPE E �PP�SITE SIDE OF THE BRIQGE. � _ _ , � C(ATTER BRIDGE RE SPEC � ;��� �" '� ;. F. WALL CAP r.. MATCH TH _ , _ _ - _ _ =�_ _ �. �- _ _ � °"� ANCHOR BARS BELOW � `�� R�: DETAIL B D,AND G THIS SHEET I �_�' °' =_ - 7-r-= " � _ �� CMUWALLBEYONQ �� ��A��. � ��_� �_p" � � � � _ � � , _ , _ � j � � � � 25/8 �� � , t_ � �// '3 _ - _ � - � 3 HORIZONTAL ANCNOR BOl�'S z 3/4 " ��_pn �pl, ° .�.xz -_ � � , � i � I , , �- % � � , � '�/�� :, � - � ,/ ,/i� ,: � �R• EQ� C4RE DRlLL CAPSTONE TO RECEIVE PIPE �� i �° i / �/ r /�� / � � ��� �� i � ��� / � i i i i� i / � � i - - -=i l � - '-'-t � `� i i � - J � - ��" t -_ - � � '� =-,- WALL CAP EIEV.39.5 E-. '_'� _ � � ��� , � �- o � e STONE CAP TO MA?CH ARCNITEC7l�RE. '� � _ -----------------------',---',------__-_____--------i--�-- � � � �' RE1JIElN WITFi!ARCHITECT PRIOR TO �"�% ' ' '' � � � � � � , � � � � � , - , CONSTRUCT10N \ �,� � :; j , , � � � ?I � ; � � i i � � i � �'1! o c�' � � � ; ; � GALVANIZED TNREADED PLl1G; STONE VENEER TO MATCH ARCHITECTURE ' 36.1 - N 10191.6�5 1 � ! � � > > � St1BMfT SHOP DRAWINGS � - � ' _�,,,_ _----�^------ { ' --------------- — ' — � "E � , E 4703.343 =�-- --r-�-- --�----�- -,-- -� _...1_ �L... � , � r � _ MORTAR FlLL .,> � � I ! { �- r~ I _�__�___�L I�..�..._.._.��....�_�r.___�...___�^__�_�__��___,L_^__�....�_.�__.rJ - . , t� � , -- — � � ( � VER7lCAL INSIDE FACES. RE.PLAN f�R � � � REFER TO ,; �_ p � 12 - CONDfTION. i =-r ° � � DETA{L G THIS SHEET � 3 DIA.SCHEDULE 40 �. - �n0o Bsnnock Street I ��.,. .,._..,_ �.__ _. �_J � � ' Tel.3D3.fi71.0053 , .. � - GALVAN1ZED P1PE. Coiarado 8D204 � _,.- N 14188.000 ; - � � ° . � / SUSMf(SHOP DRAWINGS 3 N DIA,SCHEDllLE 40 GALVANIZED PIPE. F��•8��°`� i -'� E 4698.�3� � ° -, � WELD TO PiA7E Rf:ADIACENT DETAfL H �c�crs�o��rHUras�� � --�" ' C. PARTIAL SOUTH ELEVATIONISECTION °- � CUT FACE OF BOTTOM STONE TO CREATE A 20Q1 .028 I - - - � � - - - � �� - � - ,� i �:•.`- � � SMOOTH,CONTINUOtlS JdlNT ALONG THE � �� SCAL�: �/Z =�I -O ALIGN END OF PLATE : ENITIRE LENGTH QF C4NCRETE PAVEMENT. � � 5 3/8 ' -1 � WITH FACE dF CMU BLOC-K� _ - i � 114" STEEL ANCHOR PLATE • 12 u��otvaow�Mo�� �a�r��a92oa3� - ` 1 . PLAY�R�UND TERRACE Vlll CLATTER BRIDGE PLAN � ; - TOP OF PLATE ELEV.35.5 PFRMITREYIEW , �aRt�n.2oo� � �� , �► ;! 12�.On 10", 112"THREADED � 2.3 . . CONSTRUCTION D4CUMEM IMY 9,2�3 ; _ SCALE: �/2 = � -O �� � 5/$ ° ANCHOR BARS �� STRUCTURAL FILL;RE:SPECS FOR , �� F.p° 4�.6 ° 1'-0' 4'-6 " '-0° 2 3/4 � � � COMPACTION. � CLATTER BRIDGE DECKING �! /---- # - ---- - � COMPACT IN 10` LIFFS �' � —� —' — BOND�EAM MODIFIED MOUNTING ASSEMBLY � -�EL 39.54 � BY COLUMBIA CASCADE " - i _ _ � DAMP PROOF �nwN SUBMIT SHOP�RAWINGS i = �j "'�TYPiCAI RAII PANEL RE: I STONE COLUMN BEYOND _ _ DETAII E THIS SHEET CMU BLOCK WAtt , n�Kr,� i - I AIIGN RAIL TO C!.OF COLUMN � ,/�� � �- 24' O.C.DRA(N T116E5 � HORI OMG�4t S AGGE ER EACH QOARSE ; MOUNTING BOLTS ,._, � � ' � '� � FINiSH GRADE � N4RIZONTAL AND VERTICAI. .....�„__ EL.36.0 - _ �0� SUBMIT SHOP DRAWINGS CLATTER BRIDGE RAIl.PROVlDED � -�- CONDITION VARIES. #5 BARS 215" D.C. � FOR APPROVAL BY COLUMB(A CASCADE - FS AT THE CLATTER BR{QGE RE:PlAN � { ; - ; AITATCHMENT 3fi.10 � �_ ��-= � _ E � ; � � r � �� �� i_ L __ __ _ = 1� � NOTE:MA1NTAiN 2° OF COVER � � SUBMIT SHOP DRAWfNGS � ;--; ���-= . , -- -='- �--� � = � � • � OVER ALC STEEt � FOR RAIL AND BRIDGf MOUNTING , � - � � _ - , � _ � fi � DETAlL.S ! i i - ',�/ _ _ - � - � � / _ - - i °°, i _ __ - - - - ' I , BOND BfAM F + i i - - � � ^,' � � "—�� i i i / ��� i%��/ . . / i/������i;= �/, � o � _ _ VAII MOUNTAIN SCHOOI 0 0 � ' Q � o 0 0 , � � � � ,.,, C.LP.CON RETE FOOTI � , D � ; � � - __� �al�,CDIQf�d4 � � ° "' � ' g' 11 518 ° tOMPAtTED SUBGRADE i � � � � � �_^� � ; �r '� TOP�FFTG. -, , ; ..��� NOT 1"0 SCALE � � � i i � � ELEV.29.8 -I I -_��C � �i;�\\�� , � \ _ � 80ND BEAM ; � � � - , , ', o \vr � !, f " j�j � �� ����-� PLAYCROUND TE�RACE � �--------------,--_________--�------ -------------------�-------------i ,,..,. I=) � °..��p��_:`� _ �_ � � �-� � �—� � WITHCtATfERBR1DGE � ; E _� � -iI ( � D a.. _ �...X r�.- p , =I � j_� { #4 BARS 12° Q.C. tr�asto��z-02�o�z � L��������...�..���....�.�.�.����..����������� �����������������.�.�.��.��������.� 1=I � O P p •Q G A Ma 9�L��� — D � � Y � — � _ - � �_� � ��� -���� T � {4�#4 BARS CONTINU�US i ��� � 3,�u , , ' -- D. 1NEST ELEVATfaN A. MflDIFIED BRIDGE M4UNTING DETAIL � ^ SCALE: 1 °-1 '-0" SCALE: 1/4"=1 '-0" ; G. ST�NE COL.�IMN AND FflUNDATION SECTiON L1 .6.� � � r SCALE: 1 "=1'- ` , ' 1 . PLAYGROUNQ TERRACE WITH CLATTER BRIDGE SCALE AS NOTEQ - , _.. _ � _ � ,.._.. � LEAQER PRUNE DIRECTIQ�f OF SLOPE -= DO NOT CUT TREE LEADER, PRllNE � I�t X(VU I t� DO NOT CUT TRfE , ONLY CROSSOVEft UMBS,CD- �o ONLY CROSSOVER LlMBS,C�- �� RELATED 1NORK DOMINANT LEADERS AlVD INIURED STAKE � DOMINANT LEADERS AND INJURED 0.1 CURB RAMP RE: CIVIL OR DFAD BRANCHES FROM TREE �' OR DEAD BRANCNES FRt?M TREE j RE: ARCH _ -�-� `fREE ;, � ; 0.2 DUMPSTER SC�EEN WALL _ „� � �o No�cu�T�����a�E�, SECURE TREE STAKES MfN.2 FEET IN op STAKE j, SEtURE(3)TREE STAKES Ml�l.2 FEET il� � PRUNE QNLY CROSSOVER ;�� . UNDIS7URBED SOIL. INSTALL WiRE 9 � ` � UNDISTURBED SOIL. lNSTALL WfRE yy � tIMBS, C4-D4MINANT L.EADERS ��� PAVING & GRADING � � � � AND IN1URED OR DEAD �� (� � AND FASTENERS IMMEDIATELY AF1'ER PIAN VIEW ' � ANQ FASTENERS IMMEDIATElY AFTER 1.1 4 CONC�ETE PAVING/BROOM FINISH 6/L1.6A K L I P P c o L u s s Y J E N K S D v$o ,, PLAN�ING, FLAG WIRE WITH 12 " DfA. � i� � PLANTlNG, FIAG WIRE 1NfTH 1/2 ° QIA � � BRANCHfS FROM 1'REE 1.2 4 CONCRETE PAVING/SANDBIAST FlNISH ���•��fl \ ` �� ARCHITECTS, P.0 � I aULD ALIOW �� WHITE PVC P1PE. WIRE SHOULD ALLOW `� PLANT ROOTBALL 4'-5" HiGN WITH RETE STEPPING STONE 2/L1.6A ,��,�,�� � ✓ / WHITE PVC PIPE. W RE SH � � 3"-4" AREA OF TRUNK M�VEMENT. IF 3°-4" AREA OF TRUNK MOVEMENT � � 1.3 CONC \ � , RFSPECT TO FINISH GRADE. Member-Amarlcan Instt , � I� � y � � DO NOT COVER TOP OF ROOT$AU. � 1.4 NOT USED f �--,_, TREE CALIPER IS 3 OR GREATER i � w�ate�sq�p.�. 1512 Lanmer Street � �� / APPLY TREE WRAP FROM BOTTOM OF T�` � � WITFI SOIL. CUT AND REMOVE T4P } 1.5 NOT USED � I SECURE WITN 3 STAKES / TO FIRST BRANCH WRAP PAPER 2/3rd OF W1RE BASKET/CUT AND Bndga Levat,Denver,Coloratdo 80202 I �TRUNK 1.6 CRUSHER FINES PATH/PATIO/MOW BANa 4/L1.6.0 , APPLY TREE WRAP FRDM BOITOM OF WITH SU�FICIENT OVERLAP TQ COVfR �,.�-�� ;�y� REMQVE TOF 1/3rd Of BURLAP. " 1.7 W�OD CARPET PLAY SURFACE RE: $PECS P�+303-893-1990 fox 303-893-2204 REMOVE ALL ROPE,TWINE AND TRUNK TO FIRST BRANCH,WRAP PAPER Atl BARK. SECURE WITH STRETCHABLE y� �.�� '�� W1RE 1.8 SAND PLAY SURFACE RE: SPECS � /� � �. .. � WITH SUFFiCiENT OVERtAP TO COVER C,�� PLAST�C TAPE. RE. SPEC.REGARDING � ALL BARK SECURE WITH STR�TCHABLE %i TIMING � ��'��,� �T �y PIACE 6' DIA. MlN.MUICH RlNG �.9 �° CaN��ETE PAVlNG BROOM FiNISH 6I1.1.6.0 � PLASTIC TAPE. RE: SPEC.REGARDING � � � �� , ��� �- � AROUND TREE, DO NOT PIACE `\ 71MING , ' PLACE 6' DIA. M1N. MULCH RlNG AROUND y �,T y T�'� / MULCH IN CONTACT WiTH TREE 2•0 141NTING i � R NK TREE. DQ NOT PLACE MULCH IN CONTACT � �- �' � '���'��T� T U 2,1 T�OLED CONTROL 1QIN1' 6/L1.6.0 ��.- � �� � � �T � � l PLACE 6' D1A. MfN. MULCH RING AROUND � WITH TREE TRUNK ��� � �, , � �� � 6/L1.6.0 � TREE. DO NOT PLACE MULCN lN CONTACT � � 2.2 SAWCUT CONTROL 101N1' TRUNK PiANT RQOTBALL 3"-4' H1GN WffH RESPECT ,� 7 � � �- SECURE IN UNDISTURBED S�ll �,3 SEALED EXPANSION JOINT ���•�•� WITH TREE 1 H RADE ' ������ T � ��,�'�' �'�' WITH METAI S7AKES,WIRE AND FIN S G y � � � � FASTENERS. FLAG WIRE WITH ' TO FINISH GRADE. DD N0�C4VER TOP aF �� � �y. � ,� OF SLOPE � RDaT SALL WlTH SOIL. CUT ANQ REMQVE T� y '�'� � 1/2 DIA.WH1TE PVC�PIPE.WIR� 3•� RAI�INGS & FENC ES PLANT RQ076ALL 3"-4" HIGH WITH RESPECT 3.� TOP 2/3rd OF WIRE BASKET/CUT AND SHOl1LD ALLOW 3 -4 AREA OF 3.1 HANDRAIL 3/L1.6.1 TO fINISH GRADE. QO NOT tOVER TOP OF ` M�X REMOVE TOP 1/3rd 4F BtJRIAP. REMOVE T�UNK M�VEMENT ���' �k RO�T BAtl WITH SOIL. CUT AND REMOVE -I- - ALL ROPE,NVINE AND WIRE ��, n p {DP1fA1GNi 2fl0? I-_) I I ' .+ • -_ �l�{� `F•V ��RU�, �D�iERS, & STEPS Thls document is an Instrument of servtce, a � � � . I I I I= TQP 2/3rd OF W1RE BASKET/CUT AND PREPARE AND PLACE PLAN �� as such, remaans the property of the Arch�fe �� � � ' � � �� REMOVE TOP 1/3rd Of BURLAP. REMOVE -�i I--� � � I `` -� PREPARE AND P1ACE BACKFILL SOIL MIX _� � -� ' � � �� SQIL MiX AS PER SPEC. 4.1 MAIN COURTYARD STEPS ��-�•��� Permiss�on for use nf ihfa document is hmit � � ( , � I I= ALL ROPE,IWINE AND WIRE � ;��� � � � , A S P E R S P E C. � � � � � � C ���= 4.2 L O G S T E P S 2/L.1.6.1 and can 6e axtended only by written agream+ - � (-� � � � _ _ �� _ 4.3 CONC. STEPS {� CLA�iTER BRIDGE �/L�.6.� with Khpp Calussy Jenks DuBo�s Arc h�#ec�s, P � I A KFILL IL MIX �I I �-I�� • � - - �' �� � �._ � ��_ �� � - P R E P A R E A N� P L A C E B C S O _ � - - C O M P A C T E D S U B G R A D E _- - - � �k �y ,�� , .,�- = - - �����- _ � � ��(- 4.4 PLAY CURB 8/L1.5.0 �l 1 I I I;I l 1=� � �-� ► �- ,-,I I I, �I I I � I A S P E R S P E C. � �-'- - =1 � -I I �_� -I I I-I I I,;,i I I-I I I_ I I�..I - .�: I I_ i i - - -_=I I I- I�.- I- -i , � � � � � � � 4.5 PLAY SAND RIVER �DGE 51L1.5.0 � I-� I i, � ; I I� �-1 � �! ----- I-----I I I- SET R�OTBAI.I.ON UNQISTURBED �I I 1 COMPACTED SUBGRADE =I I I-� � _, , � I I� ,� C�MPACTED SUBGRADE SOIL, ET PLUMB ANR IN CENTER 4.6 DROP-0� PLAZA STE�S ��-�'�'� Z X ROO1BAll DIAM�TER 2 X R04TBALl DlAMETER OF PIT 4,7 WEST C�URTYARD CONC. STEPS 1/L1.fi.1 MINIMUM SET ROOTBALL t?N UNDISTURBED SOIL, SET R04TBALL ON UNDlSTURBED S�1L, MINlMUM 4.8 MAIN COURTYARD PATHWAY STEPS 1/L1.6.1 SET PLUMB AND!N CENTER OF P{T 2 X ROOTBAtL DIAM�TER SET PLUMB ANQ IN CENTER�F PIT MINIMUM 5.o WALLS � 5.9 BOULDCR RCT/�IPJ{MG WALL DET�II RE CIVIL � ., f� " ' " �� �f2 ��=� �"��� 3 E�lERGREEN TREE PLA�ITIN ��Z "=� �-O�� 5.2 FREESTANDINGSTC�NEWALL 1,'�1.6.2 � �!� =� -O I DECiD �J4U� TREE PLANTING UN SL�PE 5.3 5TONERETAINfNGWALL 21L1.6.2 V � 1 DE� IDU�US T�EE P�ANTIN , 5.4 RADIUSED STONE VENEER WALl. �/L1/6/2 5.5 PLAYGROUND WALL� CIATTER BRIDGE 6/L1.6.z 5.6 MONUMENT SIGN WALL 1/L1.6.4 S.7 TYP. ST{}NE VENEER WAI.I 3/11.6.2 • DiRECTION OF SLOPE--- ,� 5,8 RAISED C�NCRETE SEAT PAD 1/L1.6.0 . � ��. D4 NDT CUT TREE LEADfR, 57fE1 EDGER. F1INISH GRADE AT SHRUB 5.9 STEP WAtI ��-�•�•� '�' �o y � PRUNE�NLY CR4SSaVER BEDS TQ BE�" BELOW AQJACENT FINISH • S7AKE � � UMBS, CO-DOMINANT LEADERS SURFACE �.a S1TE �URNiSH1NGSISITE ELEMENTS TREE AND INIURED OR DEAD T � BRANCHES fROM TREE � REMOVE ONLY INlUREa OR DEAD fi.1 BOULDER- SITE SAI.VAGED BURY 1/4- 9/3 REVIEW Vlll ARCH. RE: SPE SECURE IN UNDISTURBED SOIL BRANCHES FROM SHRUBS. SHRUB 6.2 SAND PLAY RNER AND I.OG BALANCf BRIDGE 511.1.6•2 ' `��° O STAKE , � WITH METAL STAKES,W1RE SPACING AS PER PLANS,LAYOUT VARIES REMOVE ONLY lN1URED OR QEAD �,3 SK1 RACK PLAN VIEW �' �' ANQ FASTENERS, FLAG WIRE BRANCHES fROM 5HRUBS. SHRUB � T� � W1TH 1/2 " DIA.WH(TE PVC PIPE. SPACING AS PER FtANS, LAYQl1T VARIES � � 1NIRE SHOULD�AL1.OW 3"-4' PLACE SPECIFIED LAYER Of MULCH IN FINISH GRADE 7.o L1G HTlNG � �� AREA OF TR U N K M O V E M E N T � P i A N t I N G B E D U N D E R S H R U B S � o�s�o�� R E M O V E C O N T A I N E R C a M P L E T E L Y. 7.1 P A R K I N G L+�T U G H T W/�O Q T I N G R E: E L E C. y T . ' ��� S E T R O O T B A L L P L ll M B I N C ENTER OF 7.2 RECESSED UVALL LIGHT RE: ELEC. � T�"`�� 1� PLANT ROOTBALL 4"-5" H1GH WITH P 1 T W i T t i T O P O f R O fl T B A L I 2 A B D V� � r� ' � ' T I FINlSH GRADE 7.3 S T O N E B�t L A R D L I G H T ��-���•� �, �I T� y R E S P E C T T D E I N I S H G R A D E. � � F , � �, ' � y��'�' DO NOT CQV E R T O P�F R O�T B A L L � � " � P 0�BACKFILL AROUND EACH $�ti PLANTING �� , , � T � WITH SOfI. CUT AN� REMOVE TOP i DISN TO � �� � T y�- T�T�� �'� � 213rd OF WIRE BASKETlPEEL BACK, � 3• INQMDIlAL PLANT. PIACE 3' DIA. MlN. 8,i DECIDUOUS TREE PtANTING 11L1.�.b . ��.�� ���T� CUT AND REMOVE TOP 1/3rd OF � EDGE OF PAVEMENT,WAII., CURB,COND1TIaN _ � � ' f� � RiN� oF Mu�t� u�a�a s��u� 8.2 DECiDU0U5 TREE PLANTING ON SLOPE 2/1.1.6.G � FINISH GftARE T'���-�! �� '�'� BURIAP. REMOVE ALL ROPE, ` 1 �VARlES _I I �__ , 3��.�.� P � .� �'��,�� NV{NE AND WIRE lI �, -I I I=I I � SURFACE CONDITION VARIES 8,3 EVERGREEN TREE PIANTING �OpL ° �j �'OF SLd E y � ��T ��, �� �,� ` . > o - '� $.4 EVERGREEN TREE FLANTING ON SLOPE 51L1,6 fi �'� i �'qX. �,� �; �i` ����'��� DISH TQP OF PLANTING SOIL � ! � _ = i I I � I f _ `� TT � 4 HIGH AND PLACE A 3 DIA MIN. - i E I=!� _ _ ���-�.�� ', $.5 SHRUB PLANTING ,� • � -�- MULCH RING AR4UND TREE. -I I ► • •�; � • �I=I I I�I I � :I I I I I I-) I� I I I I-! I � 8.6 SHRUB PLANTING ON SLOPE fi/L1.6.fi H - _;, _ � , � ' I=- DO NOT PLACE MULCH iN -I � __,== -- .-I I �--I � �--��!--� � ( THTREETRUNK �- - - - �� � ` _,� � �_� � �i i!� ��� 8.7 Gft4UNDCOVERIPERENMALPL4NTING 7IL1.6.5 � r-. � 1' . � ( I ' _ PREPARE AND PLAC� •,.,�,�: t r CONTACT Wl _I I I-�-.-I I I I I I I I I-I I I I I I�I I � � 8,8 PLANT SPACiNG CHART $��•��� , � � ` Il�lll � . . . �, � � � ��►i�-��� � � � _� i -11 �= � i fI I I=I ( � � PREPARE AND PLACE PLANTING P L A N T I N G S 4 l L M I X P E R S P E C I F I C A T i 4 N t 8.9 STE E L E D G E�t 9/L 1.6.fi - • SOIL MiX AS PER SPEC. � -� I I I I� , PREPARE AND PlACE PLANTING SOII MIX � i- • SET RO�TBALL ON UNDISTURBED 4 _ 8,10 GRAVEL MULCH 91L1.6.6 �'r i o �` i =��I- - - ' I I� � �. ��,� AS PER SPEC. SUBGRADE 8.11 BULB PLANTING 10/L1.6.5 � � - l X ROOTBALL � _=) I I- I I I I� -I � SET ROOTSAlL ON UNDISTt1RBED 9.o DRAINAG� i � � � _I I I=I ( �� � + ��� � I! � I-� � � COMPACTED SUBGRADE ; SUBGRADE DIA. MINlMUM COMPACTED SUBGRAD , 9.1 INLET D�7AIL RE:C1VlL T � � ' ; � 2 X R04TBALL DiAMETER SET ROOTBAtL ON UNQISTURBED C�MPAtTED SUBGRADE SOI�, SET PLUMB AND IN CENTER 9.2 MULTIFLOW UNDERDRAIN RE:SPE ; MINlMUM 1200 Bannock Street OF PIT �e rei��0.3�sii oo�� � Fax.�s2�.oa3s ' ARCNf(ECT'S PROIECT NUMBER � f 2401. � � � i r rr • ■ � w■ 1 � ■T�� � t� �\ � � r � �� �r I/� 11`� 1^A 11 - ,�_ ,_ „ ��z t�_� �_a �� � ' �H �U � �'L��l I I�V C� C�lU �L t�r t � �� � ��Z _� 0 5 SH RU B PLANT�NG EVERGRE�N TREE PLANTING �N SL� PE 4 �i[ERIM DESIGN DEVEIOPME��f NQVEMBfR 19,2042 _ � DESIGN DEVELOPMENt F�RUARY 14 2003 , �--3l16 ° X4' DEEP '--311fi p X4" DEEP P�iRR�v �cHn.mo3 � STEEL EDGER STEEt EDGfR W/9D� CQNSTRI�4NDOCUMEM �arg,2�� _ ; _ ; A W��gµ, gp° 4" BEND WHERE EDGER MEETS i a BEND TO OVERLAP WAtI OR CURB FAC�TYP. � , , , � , , ,�� �' �� � ! '��� � � ��i� ���i%� . '•' I �� � i, �'� � `� � r� (2) 1/4 " X 1° LONG l. •t � 2 1I2 " X 3" LONG u�awN i '� '� ,i �� i \�� �� �� " = CARRIAG�BQLTS W/ ::;::� �. EXPANSI0IV B�LTS, � _ .:.:. ; REMOVE ONLY 1NJURED OR DEAD �� � `X� X� \% °° WASHER. ':::�..: CHECKED ; ,, \ , \ /, ,\ /, ,\ / `\ / - (2)PER ENQ AS SHOWN � BRANCHES FROM PIANTS �� T� (2}FER OVERLAP :, � � � , ,� i� ,� i, .� i, .� i, i, SCARIFY TQPSOIL TO A MINIMUM � ,�'� ,°� i"� i� i�� BUILRING FACE,WA�L � OR CiIRB R��S; � i � �' `� �' '� i' '� i NOTE: ALL EDGER T�BE PREDRILLED FOR , DEPTH OF 6". APPLY SPECIFlED �y �ERTiLIZER AND R�TOT(LL INT� � � � � � � � � � �� B�1.T5 ANp PREBENT fOR 90°BEND AT SHOP f � � q /� `\`� '\i .\`. .\'. ; � � °� TOP 8 OF SOIL �'`'� � x'� �x'� �'X'� � � ` PLAN @ CORNER PLAN - EDGER ABUTTING FA E , � BUILDING, WALL �R CURB _ ; � Op � ' _ SWRU65, GR4UNDC�VERS, VIlEED BARRIER�ABRIC R i .z.'. . • , ' • �y � + o° • •i .:i�• ' 'i �•• } ' ' .L: REM4VE CQNTAINERS, SET 4UT PERENNIALS�R ANNlJACS , � PLAN V1EW Z GRAVEL MULCH,3" DEPTW RE:SPEC � •_, - � : . � f•.:. ' -) I I=I ( (=I I I=I I I � � �_� AND SPAC�PlANTS AS SPECIFIED ° CURB,EDGE 0�PAVEMENT 3/16 ' X 4' STEEL EDGER ; I I I _ 1N PIANT LEGEND, ROWS SHOI�LD � OR WALL STAKE AS PER MANEf FACTURER'S VAII MOUNTAiN SCNOOL ` � �_���=���=� � ��� � ���� (� � - - SE STRAIGHT AND CONSISTEM'. � �ECOMMENRATIONS VdII,Colola a f � I 1-I��-I I �-���=f I ��� .=I � MULCH C�PERENNIAL BED RE:SPEC j ( ,.-��� � � �-I I I� � � I I=) I I��� �._ SET PlANTS 1° HIGHE�THAN P1ANT SPACING fi �p ��1 5" �" � i I I FlNISH GRADE b � 8� 8K 6A 8. �� ��� _ vv � v �, ��`d flo °�o°�0° °o""oo`��o ' � MULCN PtANTlNG BED AS �Z° 12° 6° 12" 10° 1Z� �O°°��O°°� D°°���� °� u u co a�goo0o o� o � � PLANTiNG DETAILS iSPfCIFIED. DO NOT PLACE MULCH , 18° 18" 8" 18" 15 18 o��c o� o �o 00� _ ! OVER BRANCHES QF PlANTS = _ _ _ �' � � - -# ������� ; ��4 24p �s�� �4u zap ��° -I I I�I I �=f I i�l 1 I�I I i-I I 1-I i I I I=1!f.ul f I;,1!I� � - 3 0° 3 o N �8" 3 0" 2�" 3 0" =I I I-1 I !-1 I 1=I I I.�I ! 1=1 I i i 1=!!I-1 I I-i�► May 9,zoo3 � � � UND(STURBED SUBGRADE u w „ u o „ � � I-I E _ - - - - _ �- ; � _ 3� 3fi 24 36 31 36 ������---� � �-���-� � ���-��� �� i 48" 48" 24" 48" 41" 48" ,-���-�,�=� � �= � '-� � �-���� � ; _ I�! I I-I I 1=I I f I I 1-1 �, ; I I_l I I-I I I- I I-I 1 I�l ; ,_ -1 I I�I I f-1 f I I l I i I I I I_____I I I i I I_.I I i � � � �-.ill-� � ' `� r , . ; � � , � � ,� , �� 3/4"-1 �_��� � ,t � �, � �r4 -� �0 9 � STEE�. EDGER/ M �1L� H � ; � 3 4 -� -0 8 r PLAI�T SPACI�IG CHART , _ �__ ________.� _ , r R�U�D� OVERIPERENNIA� PLANT1N� � - , } 7 G � � � \ ! . � � \\�\ �� _ lrrigation Schedule �-� � Construc�ion Notes SYMBO� MANUFACTURER r MC)DEL NQ. �� `\ ` " ALL i3A5� I�IFOfZ1"IATION HA5 BEEN T1lfG�N FROM DRAIU(NCiS PR�PARED BY �p RAIN BIRD 18�4 SAM PR5 l,iJ!P1.A571G N07� f'OP-UP SF-r�.,, GIYlTAS, iNC 2 fi2E�ER 7� TEGHNIGAL SPEGIFICAT101�t5 AND CON9`iRUGT10I�1 DETAILS �C�R �2 12 RAIN BIRD 1812 SAM PRS U1!PLAS7iG NOZZ NI-POP SPR/�Y E..� Og oe R41Td BIRD 1806 SAM PRS UJ/ PLASTIG 55T/�5T NOZZ POP-UP 5PR41' N�AD� I]�1ST,4LL.ATiON PROGcDURES 3 GONTRACTOR 5i-IALL. FIELD YERf�?' PR�9Sl�R� A7 E3AGKFLOIU F'R�Y�I�ITER �6 R,4iN BfRD I ro 8AM PRS W/PLA�v71C NO POP-UF' SP Y LOGAtION FOR EACI-} iAP �'RIOR TO ORPERINC's MATERIALS OR 57ARTIt�tGs ANY 2c�.�,,q '�!(.�lt�i�' 3-2 -6P ADra/365 U!/"25LA NO� � CsEAR Di�IYEN RO70� 13 I(zRSfs,4l'it�N WSTALLAtiDN AND NOTIFY GON9U1.T�4NT OF ANY DI�FEi2�t�lC�S 4N FROM StAT�D PRESSUR.� I� GONTRAGTOR��Gk.S TO NOTfFY GONSULTANT N� � � �� NUNTER i�GH UJ/ "� N�ZZLE NI-POP CsEt1R DRfYEN R �� ASSUi`1E8 �ULL RE5POh15181L11'Y FOR AAlY �aYST�M ALTERATIOrt�v. �AC!-I 6� �q NUhfT�R PCsP lU/"roLA NOZXL� Cs�AR DRtYEN i�OTOR 13 \ \ SYSTEM 1-IA9 BE�A1 DE51CxN�D �OR A S'CATIG PR�SSIiRE OF i�'D? PSi. � M2�0'F12.�d HUNTER PGM-m6-Y lU!�.0 i�tOXZLE CsEAR DRIYEN i20TOR !3 yt.lNT��2 PGM-12-Y tU/W5 NOZ�LE i�l-P�P Cs�J.�R DRIYEN ROTOR �d �"� TA�' LOCATION/NUMBER R�G�UIRFD �'RE55i�RE � 91 P5i �!2 - - }.�I,I(�IT�R I-20-I-�I� W/i'35LA NOZZLE CsEAR DRIYEN ROTOR 1'� Bndge Level;�.,�.�\ ��0 Wt1riTER I-25 ADS/36S W/+�0 NOZZLE NI-PGP Cs�AR DRlYEN ROTOR �� ph 303-893-1990 foX sc,_-, � � GOh1TRACtOR 51-lALL. GOORDINATE {N9TALL�4TlON OF $L.E�Vi1�1Cz UJIT�-1 � � , INSTALLATION OF GDNGRETE �L,4tWORK AND P�1/INC3 ALL S��E1�iNCs l5 BY ��� PVC SLEEYING �� CLASS 16�17 IGOI�TRAGTOR UNLE55 OT�4ERUJ[5E NOT�D. lNSTALL 9LEEY(T�iCs BAS�D 01`1 SLE�YE — � Llt�lE 51ZE DRIi' LINE BLOUJ-Oi1T STUB 12 � 51Zl1�1G� C�UID� BELOt,U- '— + � TORD DURA-POL POLY DRIP TUBIt�Cs 6 `..,.....,..� SC�I�OULE 40 BE PvC MAIKI.INE 6 s 1 P4PE SfZ� OR U1IRE C�UAh1Ti77 REQUI�D SLEEV� S� f'v! 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SIDEtllALK OR REFER TO T�G+-iNiGAL SF'EGIPiCATiONS FINISI-I CxRAD� -��_ � ��� f � � �lI1=�� �= r ��I � �I��I "� APPLIGASL� f 3'--.-{ HARD SURFAGE UJI-{ERE �4P�'LIGAHL� C�fltER BO�i 01/ER A`.�S�MBLY 3, J ,__,� — f tt FINI�aF� Cs�'v�'ADE -=�� ��l=� � I �� �I�_� � �I � KLIFP COLUSSY EI�TKS DiJBOIS ���!_ — f'OP-UP 9PRAY N�AD — � �`I= � - I���f I� i ARCHITEC75, P C I i I I— I 1=��! -= I r 4� � =I I 11.= �� 1=I I I I � ��� =� ��( ( i�I� � ���V—� ( i�RCYiDE 12' GON1'iT�{10U9 GOILS OF ,4LL 'MAl1�tTENANCE' 3/A' GRUSN�D Csf2A1/EL o � � o o° -I �I I Member Amenca�Inst�tute of Architects +1 i�� ��!I��� ���I^ SPARE GONTROL/GOMMON UJfRINCs lUl7�-11A1 vALYE SUMfi' - FILL SOX TO lUl7NIT�E o BOX 2' O� BOT70M OF QGY LID � �°` � � Wntersquare, 7572 LonmerStreet - GlJiGK COUf'LIT�t!z vALY� A �/y" MIPxFIP �CH_4fD PVG �L.L ( � �� PYG S�4LL YAL1/� - FtPTx�IPT $° se �p p� a 8ridge Leve{,Denver,Goforado 802a2 f Q 12' Hf-POP 5r"'RAY i-IcAD o � o 0 0 '�s° PYC MEP3xBA,RB 5U1t11C� PIP� �ITTEt�iC�e o � o o a �LEGTRIC CONTROL vAL1rE O o o Q � = o O o ph 03-893-t990 fax 303-893-2204 '�2" DIA.�OLYETI-iYLET4E 5U11NCs PIfi'E - 8' a �� ]' SRA85 NiPf'LE � � � � °�, 0 3/4` GRtSS�IED CsRAYEL SUMP - �)LL 80X TO •---- 1` 8RA5S F{PxPIP 9� ELL � o a ° SOTTOM OF YALv� BODI' LEi�lCs7i-f AS REQUIRED °o ° L�NCsTH a e �a ° i-lx3' SCN.Sm PVG itit[PPL� a� � 0 5CI-!.8� PvC NIPPL.E - LET�IC=TI-I AS � o�o o ° REQUIRED d I' SC+�#.80 PYC FIPxF1P ��2" l�YC i"ilf'TxBARB 5Wft1Cx PIPE FITT1NCs ��2" M,4L�xSARB 90 �LBOU1 SERYICE TE� - S41.YENT WELD 9� ��'�" POL'f 1,.AT�R4L PiPINCs UJ/ LIN� DIA IM1tSERT x ��z' ��PT iz' FL�X PH�E Cfo'-17' L�I�1CsTl-1) :r OR CsASK�TED FITTi1�lCs - REPEi2 FiTTIAKs AND STAit�lL�SS 5?EEL CLAMPS 'i2' MALExBARS l.�DA°T�R TO 9PEGIFIGATIOAd5 I'x12' SCH.Bl� F'YC i�EiPPLE POLY LAT�RAL PIPI�fCs Ul/ INSERTx'�z' CON7R01. U1iRE BUNpLE 1-i'x3' SGH,SID f''YC NIP�'L� NOTE 5ET {-IEAD F'ERPEAfDIGULAR FlPT P�TTWCs TD �INISV-I CsRADE T�tOTE D1AM�TER9 OF BALL VALYE�a, PvC �1TTINCxS ,4ND NlPPLES APPL�' TEFLON TAPE 'i0 MALE PvG td4TE. SET HEAD PERQENDIGULAR T� SNALL �QUAL £l.EG7RfC CONTROL YALYE DiAMETBR 1' SG+�I.SFD P`/C �IPxFiP 90 L TI-lRE.40�D FITT�PlCsS F�x45� �R'�'�� f'1zESSUi� MAiW..IN� SERVICE FEE - AI�PLY TEFL0IV 7APE TC ALL MAL� YALvE 84XES 9F�aLL 8� INSTALLED f'ARALLEL OR P�Rfi'ENDIGULAR - SOLY�NT UJELD OR CzASKETED FIT711�1Cz Pt�-ASSEMBLED SU.1��lCs JO�NTS A5 P'9ANU�ACtURERED PvC 7NREAD�P �l7TINCsS TO ADJAGENT 51D�LUALiC9 AhED NARD SU�AGES L4JHER� APPLICABLE REFER TO 5f'EG�iCAtIDNS 3���b�0�� B't' RAM BiRD AAfD HUNTER AF� aGCEPTABLE DOUBL� GLAMP I`i�' 4 2' DIAM�T��2 FlTTIi�1Cs9 APPLI' TEFL�N TAP� i'O ALL. MALE T}-}READED PiTTII�CsS AIVD APPL7 7�FLON TAPE TO LaLL Ti-4READED DOUBLE GLAMP I�z' � 2' Fl7T}NCsS 51D� ih1LET #9 NOT TO HE UtiLiZ�D FOR THREAD�D NiPPLES N!#�PLHS 5U1(NCx JOINT GOt�WEG710h1 �► �► 12" H!-PQP SPRAY H�AQ ELECTR�� C4NTR�L VALVE (�UI�K �C�UPL�NC VALVE COPYRICrHT20Q3 4 and 6 PC}P-UP SPRAY HEAa 2 � 4 This document is on instrumeM of serv�ce,and 1 as such, rernains the property of!he Arch�tect Perrrtess�on for usa of this document is Itmtted and ccn be axtended only by wrrtfen agreement w�th Klipp Colussy Janks DuBo�s Arch�tects,P C t�' ROLIND vALYE BOX - SRAND 7F1� LETT�R 'D' iN LfD- '1�PEf2 TO T�CHNICAL SP�CIFlCATlONS 2' Y,4L1I� MARKER 3/4` GRltSF4�D GRA1/cL 5UM€' � C� �.�. SECLiR� COt�1TROLL�R TO IUALL lU1Ti-I At*1C1-10R BOL7S — 10' ROUND vAf..v� SOX SRA1sD 'fsv� ON LiD oF � ���,�� — vA�,� SaX ����To ,�.. °� "� , '�'� � (�� �i�i i�����5� ��D� (11 k �i ��/Ji1 T�GNt�f(CAL SPEGk�IGATfOrtS. ,_---���`''�---^---�- �It�115N CsFZADE �I�I�� ' .., . ��I�I— .i I�E�I = + FINfSHCsRAD� —�I��= �'� ��������T����� II��I - " f�II� ��� �, ����� �II� FLEGTRICCON?ROLL�R 1=1! f= i�l=1111 � { E C-=I o � o =� I I I—� l I I=I I 1� _ ± , ~ . . _ — = ,� = I11I �` -1 I Il-1 I ;1 I_11= =I 1 I�: � � p — `, - � — . - � , T � � — o ��_—����=���� , i�. fllii =t�I I= 3� `_ ° � _ 1 i(I I i I!I I 18. I t�(` ��(I� �$' 2' �M7 GONDUiT SECL2R�D t0 WALL ��� � I �f�= �� o =I �11�� � If , � 2' CL160 PvG ACGESS SLE�vE ��I I� I�I�+ i 1 I I 1 �+�I SLB BUX � � I � — _ = t! 4 ^ Z' Q � ��I ,_ LEtdCsTi-I AS R�QUIR�D _ L . GOR� DRILL U1ALL AND UJt1TERPRDOF U.1/ LIi11G-�v�AL 314' PxF 5Ci-l.8D PvC 9�D ELL C 2 J �I��I I���I , OF2�Gk1AL � 0 8 CsA7� YAl_YE tll/CR058 4-IANDLE 3/�4'xCL PYC NIPPL� .�+GN SID C2>> . 2' EMT GONDUIT lU/SUJE�f� ELL - Ub4TERPROOP ENI7 � ° e � O AND SO�.ID WEDCsE Dl6G . � 3/4'x6' SG1-{ BP.�CaALYArl�Z�D 9TF�L NIF'PLE p`r SWE�P ELL ll11 PLILl6L� 9EALANT >� Illll — } s 3I4' G�.15F�EED C�RAYEL SItMP - � 3/4' S R A 5 5 C s L O B� vl.�LvE _ { GONTROL WIi24NG a �ILL BOX TO WIT�#(N 2' OF 70P SPRA�" +�EAD LATERAL t I ♦ — {I i� � _ o pF fr,' 4�vC .4CCE55 SLEEY� 3/4' MxF 5Ci-{4P� PvC 90 ELL PiPINCs G fcOTOR LATER4l.. Plf'(1VCz = '� O Q� 8 0 0 6' GLASS 160PYG 5L�E5rE =I��I I= ���_ � � a BOtTOM '�O BE NOTCI-i�D GONTROL IUiR�S `k i� � ,� , AND COTyTAGT TOP OF ° Og Q o o �{� � PR.E�vSUR� MAINLIAi� po PYC MAiAfLIN� o Ofl a9-, p 50iL BLANKET COVER1NCs SUMi° —` O o �f BACIG�ILL MATERIAL CTYF'(C.4L) 3/�#'x4' PvC hlIPPLE 5GN 8D —����—i 3!4' GRUSNED CxRAV�L SUMP I�� 1—����— ► 5EE l'ECHNlGAL. SPECIFIGATfONB NOTE RE�ER TO TEGWN(GAL SPEGI�iCAT[ON5 — PvC PRESSURE MAINL.INE FOR `�UMP �IZE FOR MEN(MUM TRENGN WIDTHS � �—�I�� �GN 4m PVC MA1�E ADAF''fER C?J - 51ZE PvG f'R�SSUR£MAlhlLlhl� TO EQLtAL C�ATE YAL1lE DIAI"iETEf2 APPLY TEFLON TAf°E TO ALL MALE T+-IR�ADED LI�IDISTURSEP 501L PYC�Il'TINCsS AND ALL NIPPL�S TRENCH ELECTRIC G4NTRC�I.LER GATE VALVE NlANUAL DRA�N VALVE 7 g � � s ' , PLANtfNC� BACKFILL MATE�lAL POL'�' DRIP TU81NC� i(d' 1"I1N � , �"�, • � PLANT ROOI'BALL O ��� ����1� r , � �L,, v r DRIfi 7USlNCslPIPiNCs - REF�R TO SC�-IEDULE , ' �MfTTER - 5�'AiCE TO EDC�sE ST,41NL�55 STEEL lUO1�Y'f Cs�AR OR f'fNGN , , � • 4� ROOTSr4LL ' ` ,i � ' V i'1' '1 iM� CLAMP ' PLANTI11Cs SAGfGFlLL MAT�i�ILaL ` 3/h' 1`11PTx1Al5�RT P`/G ADAPTER � POL`r DRIP TUSINCx EMfTTER TUB1NCx - 60' � fN-L1hl� PRESSURE RECsUL,470R � _ MAXiMUM L.Ei�(GzTH � {4AM SIfi2p PSt-L30X , O ���+, �'T � , � P1.ANT i200T8ALL PL�43�1 T!i' �� � 4:IC+1-SLDP� -�-� RQIN SERD 3I4' DYX CONTR4L vALYE MIGRD-BUBSL�R UJITI-I SPIKE 5'CAKE `'� � , SUSBLER TO tOP OF R�OT BALL �` � � ����� IAILINE UIYE PILt�R ' , �L,4NT MATE�'IA1. R.4Ehl BIRD RBY-�"15-2D0MX � PLAN �i'tiTT�R 'PE.18IhlCs - �00° MAXfMLfM LET�1CsTi�i �MITTER -R��Ei� TO NOTES �OR EMITT�R QUANTITY AND MODEL " Q Qa o p oOB, 0 3/4' T'YC BALL VALv� Cf'4iP7xi`i1PTJ 0 o MUL.CN LAYER � PLANt i�tATER{AL EMITTER MIGR4-TLlBIt�fCa 10` ROUND vALvE SOX - BRAl�iD MlGRO-BUBBl.£R - R�4i1� BIRD 5XS-3f�0-�25 'DB' iNTO YALYE BOX L!D REFER �,g,� 3/4` FxF 5G4-4. 4fd PvG 9Dd ELL Ut/ 3/4' TO T�CI-VNIGAL �P�GI�iGATIONS. SGH.SD VERTtGAL AtiPPL� - !EhiC�T#-I AS XERI-BUBBLER - RE con�sT.Hot�S�oR Q�-. �III� I{1 I���� ,Z6 t2EQtlI 'f�F MULG�4 LATER �� f �I1Vl8#-i GRAD� p PRESSII"1�£ vUPPLT LIAIE E!"fI'F7ER MICRO-tUBihlCz ��I� �I�III� ��-� �-���� � I�II �� 3i' �1P* SG+-I � PvG CAP 9 �II� � � 'I����+ UJITI-#3ja' PvG IT�lSxMlPT ADAPTER °�$° o 00 , O ° o° 3/4' CRUSN�D C�RAV�L SUMP - �fL.L BOX POL`t' DRIP TUSINCs o� � o�soo TO BOT70M OF YALvE BODI" a��. v,�..ve 1�4� 1= �z• AND 55 CLAMP A85EMSLY COMPONEN't5 SHALL SE CLEA,RLY ��ll�fll � �(���_ ^ 6" 1� C�AI.i�� JU7'E STAiGE 3j¢° DRIP 7U8)NG - GDIL SUFFlCI�t�IT ARCliITECT'S PROJECT NUt�BER• v1518L� 1U17Hf11 vALY� BOX �►If =� � SEGTiON OR APPR41lED EQUAL • o � � ������ �� �oX To �xT��a �05� 200� .o (�AiNBIRD XCz-fl�l5 DRtP i�EGTANCsULAR YALVE BOX - Si�QND BOX LID �� � � `—POLY DREP TUSIt�tCs ..� o AD+4PTER C711TS1DE OF YALYE BOX YALYH �GfT A98EMBLY. EU/ GdNTROLL�R AND SYATlON NUi'�B�R - i�FEI� �€II�� �'� v ° a� ° � TO 'fECI-fNICl�L Sf'EGIF(CA7fON9 N07E5= a O 3/d' CRUSi-1ED CsR41/EL SUMP C1 CU FT.) 1$$��: ., L SEGtION It�tS�ALL EMiTTERS ON OPP0511�fC� 54DE5 O� ROOTBALL.. TNREE OR MORE ° ���} (�S1GN pEyEl-Qp�IINT NO�E$ER �9� 20Q2 NOTE Ei~iItT�R SNALL SE �G2UALLY SP�lG�D ARDUND ROOT B . DES�N DEYELOPMENT INS7,4L.L ASS�MBLY 1'O REST ON GRAYEL SUMP Et-'11Tt�R5 ARE T4 B� INST,4LLED TO C�.EAR SUR��C� S�' A MINIMUM PEit�IIT RE�fEW MRi� 17, 2�3 " C�ITAM ENTIRE A5a8h18LY U1ET1iIN BOX NOTE: O� 1' AND A MAXIMUM OF 2°. u0 YALvE BOX �x'tEAtSI�1S UJILL 8� AGC�PT�D "-' PROViDE 3'-4' GLEARANCS BETUIEEN 70P OF CDNTROL INSTALL BUSBL�RS OAl �G2UALLY 5f'AGED AROIiND ROOTBALL SUBS��R9 �Ll�SH aLl� L(N�S THOfi�DUC�sNLY, INCLUDINCx �MlTTER MfGRO-TUBINC� PRlOR CONSTRUCfION DOCIJ�,IEENT 1�IAAY 9, 2Q0 YALvE SDLENOID ArtD BOTTOM OF YALYE SOX LI�. A�£ TO S� tN5'iALL�D TO Gi.�At2 SURFAGE BY A M1NiMUM OF 2' ,4rlD A TO EMITTER INSTALI.ATION. fF PLANTINCz ON A 4•1 ' TOP OF vAL1/E BOX TO B� FLL15+�4 IUITN FMlSN C�RADE M,4XIMUM OF 3' FLt.45H �4LL LIiVES T�EOROUC�I�L7, INGLUDIhlCs IF PL.�4NTINCx ON A 4:1 S�.C�PE OR STEEPER, INSTALL BC�TI-� EMITTERS ON MIGRO-TUBINCs fi'RIOR 70 EMf7TEF2 (NSTALLATION. (F PL,4A1tIt�iCY ON A h 1 L1PNiL.� 5lDE OF RDOT B,A�L vALvE BOX 9uALL NOT R�S't 01�! DRIP TUBINCs SLOPE OR C:R�ATER INSTALL SUSBLERS ON UP+�ILL SfDE OP R007BAL.L - - DRIP EMITTER - SHRUB BEDS DRfP LiNE BLOW-C�UT STUB DRIP VALVE ASSEMB�Y MICRt� BUBBLER TREES ANC3 i1 12 - 1 fJ o��: � EEDED AREA� _ SHRUBS !� S _ _ ����: 5ET LIP AT FINtSt-IED C:RAD� O REVIS{�NS: cu�a arin �uT�� sro�w�z�.K o�z s�r ��P a�r �ir�is+��r� �Rao� 1-IARD SU�AC� tl7NE1@E L�PPLICA81.� �6'� ��_�� CURB AND C=UTTER,5(DEIUALK OR �� � I�I���� DEGREES �6�� NARD SURFAG� tIiNERE APPLlGABL� ���..'"�ii —�I�i+��� �II! ����— f�� -""���I�= I�=�y�� REGtAi�1CsULAR YALY� PDX i(_�(I TI�=i I I ��T� ��,�St�. ��Na `�' �)�I� IiVTO YALV'� BOX LID. REFER Cs�AR DRiL�N ROTOE2 =�I��_ �I�I����� TO 7EC�IN(CAL SPEGIFIGATiONB _���� — � �„�,� ��,p� VAIL MOUNTAIN SCHOOL �-II-POP Cx�AR DR1VEAl �Oi'OR � ��,�I� —�lI�I= III �QI�, �0�01'��0 ����� 2�, hl0't� DiAM�TERS OF�I?tINCaS AND NtPPL�S S1-IAI.I. EC,kJAL ROTOR INL�T DIAMET�R PRE�aSURE R�DUGIi�1Ca vALVE - RE�SR TO �QUlPMENT vGHEDUL�FOR MODEL " � 517� MIPxFIP SGN 4fd PvG ELL C2) 5E7 ROTOR PEi'�EhiL31Gl1LAR TO FINISI-!C=RADE IRRIu"ATION DOUBLE GLAMP t��s` ¢ 2' DIAM�'1'�R FiT7i1�tG5 12` �aGt-I.E�PYG NiPPL� APPLY TEP�ON TAP1'e TO MAL.E PvC Ti-{RE�IDED FfttltyCsS pRE53EtRE !"lAINLI1�lE May 9, 20 _ MIPxFIP 5CN 4� PvG 9� £LL MIP�lP 5GI-}. 4!d PVG �LL l2) O Qo � oQ � POLY�TNYLEN� LATERAL f'IPiNCs WITi-1 � 3/�4` CRUSi-EED CsR41/EL 9Ut"fP - PILL TQ 11�1S�f2?xFIPT FI'CTli�tfs AND 57AINLE88 STE��- 12' SCF� 8� PYG N4PflL.E � � � $OTTUM OF PiP1T�lCs/YALYE ; 11 � GLAMPS � O 5CH 4fd PYC MALE AD�4PTEiZ C2 REQ'DJ NOTE. D{AMEI'ER9 OF PIT73NlCs5 AND NIPPLES SFiALL FLOW _; - �QU,4L ROTOR iT11.E'� DIAMETER 1�f4� CEi�1TER YALYE UJiTN�TJ YALYE BOX SET 120TOK PERP�TIDIGLILAR TO�INISh1 CsRADE t"IIPxFIP SCI-i 40 F'YG 9Q1 ELL DOl�BLE GLAMP t'�z' t 2' DfAME?ER F(TTII+1CsS POLY�TFI7'LEI�tE LA7ERAL t�if'ING�s lU1TN J _ 30-60 APPLY TEFLON T,4PE 70 1`1ALE PVC Tt-IR�ADED INSERTxFfPT Fi7TIt�lCs AAfT7 STAINL�55 5'i`��L � ��l��� �����5 FI771NCs5 GL,4t•tPS ° " ROT(JR 2" HI-P�P �EAR DRfVEN R�TC�� PRESSURE RE�ULATING VALVE \ 4 and 6 �EAR DRIVEN 1 1� i3 14 _ � _ CODE REVIEW PLAN GENERAL NOTES _ JURISDICTION TOWN OF VAII � RfGUTATOR`!AGENClES• 1997 11BC, FIRE JURISDICiION - TOWN Of VAq. N/ j PRQJECT IDENTiFlCAT10�, VNL MOUM�IN SCHO(� �'-" NA1N 1EVfl ELEVATlOht. T4P OF CONCRETE fINISH FLODR AT MAlN IEVEL IS ASSUMED AT ]00'-0" = IISGS 833604� r KI.iPP COt.1JSSY ]ENKS DLBOTS �ra � � "� "� �ESCRIPTION OF CONSTRUCTION FI.00R SYST�N - CONC#iETE SLAB QN GRAI}E OR I�EfAL DECK WCf H CDNCRETE TOPPiNG A R C H 1 T E C T S, P � � � ---�_-'"_ , __ � COLU�INS�MIQ BEAMS�-J$EEtANO NETAL �ECK Member Ame���o���g+it�+e o�<v��te�t9 J EXTERiOR WAl1S - STEEL STUDS WlTH STONE VfNEER `� ` � `s �� INiERIOR BFIIRWG WN1S - CONCRE�E MASONRY UNIT " '° �_ ~� ""-^---�_1_ ] yf Writer Squcre, 7 512 Lartmer Street �`�� - , r u u'-o- p� IMERiOR PARiITIONS - GYPSl1M BOARQ ON STEEL STllDS Brid9e Level,oe��e�,coto�do so2az � '` � � � SNAfT WACLS - t HOl1R -..:',:°' --• ; ~ "- •.-, .,° f p 303 893 1940 fox 303-893-2204 ._ . •• - ,. : .,, h ! - ' �='._-- _ �'"'""�` E PRINCI�AI flCCUPANCY GROUP E DSI�SION i - EOl1CATfONAL BUItDiNG • � --• - -� - .-_ _,_ - , � .=: _. . ._ � . : . . �' _,-_.�:_---�'_.--=�=` ..-.. .._ ;-.�- -- -_::�_.-=' --- .� � ._ ._._.__ _. . .. _ - _ -- -- -� --_._ �: - - G G `' --�.., ROUP E DNISION i EDU�ATlONAL 6UII,QIN _ � _ . _ _ _ _ _ OCCUFMlCY GROUPS -- -- - „ , `---�. - ""'� " " -- -• ,+� N6 n� ,+� n�� Nra a nni i ,v�T Ni� ,v�s .� GROUP A DMSION 2.1/A3 - AUDITORIUM, DINfNG HA(.L AND GYMNASIUM ���..���.:,,,, E - i- _ - - • _ -- _--_ - -- - � ----,_ � GROUP B - OfFICES � - `" - " ^�' ` � � �r`'�.�'� �" �'�-���a.��� .� 1 " `~ - . : v-s��z- ���tr s-v �r-r �c-r ,a-r ,r-r s-0' u'-+i�' ' zra vt ' CONSTRllCTION TYPE. IYFE II - 1 NR (fUlLY SPRINKLERED} �j f��y ��`'��4a�`'a; � �-% t � ' � � � � 'a"°.� `� � � ' ' l } FIRE SPRINKIERS RERUIREQ PER SECTION 944241 FOR E-f OCCUPAIJCIES SPRINKI�R �- ;,+��- I I � � EXIT DOOR � � SYSTEM WILL BE USE6 fOR BUILDING Af�'A INCREASE AS SHOWN ON TNE DATA BEtOW. �, R=,� t � 1 ' F N XI : 3 � , � I � ' I f 1 ,-,�n;,�� , � 0 OCCUPA TS AT�E T ]fi0 (640- 20/2) ,.' � � � � r � � EXIT WIOTH REQUIRE 32' (16U X .2) � � � I I ( � � I ' ( � ' AILOWABLE ARf�S• 27'0 EXIT WiDTH pR�tIDE : 64' - 16p ► � � ! I � I � � I a.r OCCUPANCY 1YPE GRQIJP E-t TYPE II - 1 HR `��C'�. � �� �v r , NO FlREPROOFlNG ____ � ____ _ � � I � ' �8 s BASIC ALIOWANCE (TABL 5-B) 20 200 ����' ��`� � r � REQUiRED ON THE - - -- -- ----t---- ----�------ - ------- -------- --------- ^',B MULlI-ST4RY iNCREASE �SECT{ON 504.2) +26'.200 �D ��•C' ' n SIRUCTURE IN � ' I �� � I I , I � , '�r SUB-TDTAt 40,400 1 � � ` THIS AREA � � � � � 4 j f , � � '� 2 S10ED SEPARAl10N INCREASE (SECTION 504.1� #20,200 � , I ! � � TQTAL 60,600 (MAX. ALLOWABLE SF Of ONE STORY) I � � � I � � � � � � � COFYRlGHT 2043 � � ' ` ` � SPRINKLER INCREASE (SECT1�N 5053} +60,6a0 1 � -- ' - ' - " �'-- � " ' ' " " ' --------- �s I �OTAL ���,2a0 (TOTAt MAX. ALLOWABLE BUILbflVG AREA) Th�s document is cn tnstrument of servlca,and � ' � � E (! pOaR �Y� ' �+ i f r aa such,remains the properfy of ihe Architect. � Permfss�on for use o�thas document is (imited � � � aF occuP�r�Ar IX�r: Zo� , , �,R � , ; , � ( -MAIN, i17- PPER) � � � � ACTUAL AREA� 1ST E.EVEL 39,560 -_`_ ' � a � � _ � ZN� �E�. '�25,$g� wYh Kl�pp ColussyJ nks1DU8 sri/v-Gli�ects,P Ct ._,__ E7�iT WIDTN REQl1 ftED 41.4 (2�7 X 2) � , ! TOTAL 65,45fi � �T WID�[tl PR�DED: 54'� ' � _____ ---- -- - -�---- ' ----t�--�---- - - , - -------------� Ev ' J OCCUPANCY IYPE GROUP A-2.1 iYPE II - 1 HR � � � � -- --�_ � �.� � BASIC ALLOWANCE (TABLE 5-B) 13,500 ` '� IX(T DQOR -----�-- - - - - - --- -- - ' - - - -- � - - -- - --- -----� £�a ' `_---_-�- � � � , ---�._ 2 SiDED SEPARATION INCREASE �SECTION Sq42) +6,750 � = # OF OC�UPANTS AT EXIT: 320 // �/ � � , '`- �--`,_ TQTAI. 20,250 (603-MAIN + 37-FITNESS �2j--- - -�"'- - - - - - -���_�_�� f�s j , � ` E" RINKLER INCREASE (SECTi4N 505.3) +2Q.254 �' ' ' "" '--,_ � �_ EXfT WIDTH REQUfREa 64� (320 X .2) i � t � �/��� �,�j ; � , � TOTAL 40,50Q -.3 IXII WlDTH PRO�MED: 64 �� /'� � �'j / / C � i � _ ` / ��,/ // ///� � i - /�� �'\, \, � RLTUAL AftEA. 157 LEYEL (T,.710 r✓ _.�___�� �320 �'o % ,i �� �' '/ � ,�i � � � , ,`��� /� ;, /� t � , j �BASEMENT � NOT INCLUDED IN TOTAL ALl4WABlE ARE'A PER SEC11pN 5D4.5 � C� � � , �; i/ / i � /�/ - - - - ---- ''""'.,,,�� ,.'% '---- "-.--_--_ - � - - - - - - -- - - , , � - - r� EA RAllOS SECTION 504 3 rfc � f � � �j/ � - P � � � --�_______ , _ , ° ;,;;�✓ � �,.�r/ � ,,- � (E-�) acrua� + �r�:) �cru�. < � E)f1T� OR � �fi� l ` �'_"-"" I /�, i. � � � , AitOWABLE ALL(3WABtE � , - � OF OCCUPAM�AT EXIT: 3� (64�-�320/2) � f , � � (,% '�; , � � '/�; j ,� 65,456 SF + 17,510 SF S 1 � „� XiT IDTN REQUIREp. 32� (,�60 X 2) , � - �� // v ; � / � , ( - 121,2�Q SF 44.5f10 SF _. EXiT WIDTH � ____ ' /,/�, / � i � i • � '""------`_ + , � � , ' .., ° - ... ,.. � ° -_ ` � � _ , � � f .540 + 432 .9723 < 1 � _ I s~ - - - �.._ _ / - - - --- - --- --- _ _ _ __.. - - ----- - --- # 1 , � ____L______._�._ ' -- �,a � ' , ' _ ' ( ° � � � � I Q -`__.____ � GOWABLE BUILDrNG NfIGHT• 2 ST(}RIES (HElGHT GfMR A� 40 FEEf !S SEf BY aPPROVALS BY TOWN Df E T DOOR -� � - S3 E I � �" a VA4L, PEC SUBMITTAL AND QESIGN RE1rlEW BOARD APPROUALS) 1 O , OF QCCUFANTS AT �: 63 � ' -DINiNG + 3-KiTCH } - - _ - - - - - ,- - - ----- -�-�-�-�-�- BASEt�QJT � NOf CONSIDERED A STORY PER SECT�ON 220 ���`_ � --�-�- g J fl RE RESISTNE SUBST1TUfI0N J � � XIT WI�TN REQUIRED. �2.6' (63 X .2) % , � � - ; '� •�ry�`; 'G" ' � � � FIRE RESlSTtVE SUBSTC�U710N CANNOT 8E U5ED THE �IRE SPRINKL�R SYSTEM liAS BEEN USED Fi}R TNE 6UItD1NG AREA INCREASE x�r w�on� P�ovia�o: �a' � , � , , , � _� � � `�-- -�' I , � � . , , j ' , ,G� -- � -- `i � _ _ �____ � � p � AREA SEPARATIONS � � ' r_ _ � � :_-_/ --- - --- - - - - � -- ------ - ----------- �E4 SEPARATION Will NOT BE REQUIRED � � , � � 2� --- _- - I � � :� FlRE RESISTiUE REQUIREMENTS: dr � � , � I � `_' --^'_ ,--.___ ' Q , , � � � � I - � `'��-----,_ � - � Q / � SEE LQWfR LEVEL I THE BU[tDING WItL BE FULLY SPRINKLERED MtD WILL BE 11SED TO lNCREASE 1HE ALLOVtABLE AREA PER S�CTION 5053 �------_- - ' - / - - - ' ----- --------,------------ --- - --------- - - - - - - - ---- -�_.�__.__.__________.__ _ D tABLE 5-B. j ---�., f ' `'~----_._ �� � � � E�(li DDOR AT AUD�flRlUI� MA1N EtdTRY ---�' I TpgLE 6-A: � � � � � � _ _ � T 1 HOUft SU8S7ffUTiON NONE , `"--- � � OF OCCUPANTS i IXR 1g0 (380/2) j - I IXTERI6R BEARtNG WALLS 1 HR, N/C , � � , -'"� _ , � ' T -� EXiI WiDTW REQUIR�D: 38" (190 X .2) � I I - ' RIOR BEA�aNG WALES 1 HR, N/C "'� � � � � ' f 707 � �E�`�qfD� � .�6��.T._ __ � � - - ' - - --- - - ' -----�_____._____._._.�._._________.. ERI6R N4N-BEARING WALIS 1 NR, N/C � � � , ' ' � � � I�I � � �I � _ F � 7 STRUCTURAL fRAME 1 HR, N/C tj f o � ER�AN�lT PARTIi10NS 1 HR, �fi/C I , ! r ! � I � � � , � , � j f � , , � , � � t � I ---l--.-__.......__._.______._____..____.^ AfT ENCLOSURES 1 HR, N/C , J ( � 1 I XE fT aooR � � � ', F100RS 1 NR, N/C � ! ; , f� � f ' # F OCCUPAI�TS AT EJ(IT: 74J � I � OF OCCUPANiS A EXIT� 207 -- - - -- - - - - r 240--- EXtf DOOR I - - a f ODfS 1 FIR, NJC ' �, 1 ' 1 J l� �90'�-MAIN; 117-UPPER) I ' ' (90-MAIN; 11l-UPP R) � , � , � , ���T 'A IXI�O�-1�W�90-hWN;11�P E ERIOR [}OORS NR DUE T4 DISTANCE TO PROPERIY LINE �,� s, �r� , � 1 � i J � EXIT WIDTH REQUIRED: 41.4' (207 X 2) ( I EXIT WIDtH REQIJIREI� 41.4" (207 X .2) \ El(IT WIDTH REQUI��D 48� t24a X 2) � ERIOR �lNDOWS NR DUE TO DISTANCE TO PROPf R1Y LINE r.��-• � ����E?�j , �1 / s.,��. , , � , , , I -- - - - - - --�-�. ��.--_-.__.____.�.____________ � �,.. y � ��9. ? f I Q(I WIDTH PRQVi�ED: 64' ' EXIT WlDtH PROVIDE &4" S�* �� � � � ' � BUItdING S4UARE f00TAGE ;,�,�-�'� ;��'�� ,£� rs'-r � � � ( � I � `� \ ����Q' .l J ` s ' � ' , ' ' ' , � ; 126� , � , ' LOWER LEVEL (BASEMEt�T) - GROSS SQIJARE �EEf ��,. ; :� r�,t ' °`v. s` � �, s�. "�" � I I � ( � / `\, � ,�� ` E' I � IX!T DO�R � 6WN LEVEL - GROSS SQUARE fEEi � � �� `� �... � ~�" ' � s�. � i � � � � � � UPPER I_EVEL -- GROSS SQUARE FEET �° s' I { �s � EXIT DIXIR ' � OF OCCUPAMS�AT IXIT• 93 (186/2) �, _ -i,r j � , , , � j I IXlF WIDTH REQUI EQ• 18 6' (93 X .2� � TOTA1. GROSS SQUARE FEET ''-� w�•��� � � ( , £, OF OCCllPAN�S T EXIT. 12S I I � I ( I {186/2 + 33 fR0 LON'ER 1EVfl.) � ��3 i IX(f WI�TN PROVI�ED: 44' C��,� 1 x" r`�-f� ���� � ` � EXii N�DiH REQUIR�a 25 2" 126 X .2) , , � � �� ! i ( I I � EXfi WiDTN PROViQ�O. 32" t � o � _ PLUMB1h+G �IXTURE REQUIREMENTS• ����� ° ��a�`�� I � ; I ; ! I -� �� � � ' '� r ! i ~ �� , '����'�Q���-- � � CULATION Of STUOENT OCCUPANT LOAD (FOR PLU�iBING FIXTURE PURPOSES 4NLY} � � , ` ' ' ' ' ' I �� � ' ' � SFATED STUQENT PQPULATION MAXIMUM PER V�1S IS 325 STUDENTS GRADES K-12 {NOT ALL CIASSRODMS 4CCUPIED CONCURREMLY) I I � I I I I I I � ` I ' I� �----------� ( � ! ' ' ' ' ( f ' I ��-�' ` � ASSUI�E All CLASSROOb� AND/OR TEACNIN� STATIONS ARE OCClfPIED CONCURRENTLY. I I � ! I I I � I ` ' I ' I .------: � ' se-r �r-s x•-r �r-r �g-�• ��'t � �s-r is-F� � �s-s �.� �s-r � �e�-r ' �-r.�-�-� � i�-a 23,905 TOTAL SQUAf� fDOTAG£ / 5D SF J RERSON = 47$ STUDENTS MA�(It�UM. se � s�o sn s�z s�6 �s sv s�s s7o s1� .�n szJ 3 � ASSU3�E 239 STUDENTS K-6 (ELE�IENTAR`l�, 239 STUDEiVTS 7-12 (SECONDW2Y) ASSUt�E 50 STA�'f TOTAL TOTAL F1XTUR�.S RE4U(RED (APPENDEX CNAPTER 29): �Cn n n a�Jnn o�� ELEhIEh(fARY - 239 STUDENTS = 120 GIRLS + 12U BQYS G V V i .V G� � 2 C�DE PLAN - MA1N �EVEL GIRLS WATER CLOSETS (125} = 5 �E GIRLS LAVATOR�ES {1.35) = 4 IHfHI�I DESiGN UEVELOP6lEM' I�tBER 19. 2002 , AC2.3.a SCALE: 1/36n=1'-On tf BflYS WATER CIOSETS (i.30) = 4 pF$1(�i pEVE(.�pAip�T fEBRUAR1f 14. 20�3 � � BOYS IAVAT�RIES (1•35) = 4 QESI(�! DEVft.�Pt�ENT NARCFI 17, 20tl3 ; r - ,' SEC4NDARY - 239 STUDENTS = 120 GIRLS + 12D BQYS CONSTRf1CTI0N OOCtl�lQJTS WAY 9, 2003 � i GIRLS WAtER CtOSETS (1:30� = 4 � 1 GIRLS tAVATORIES (1.40) = 3 � ' ; ao�s �AT� c�os�rS (�ao� _ ,� o f D01f3 LAYATORICS �1.14} - 3 � �^- " ----_1 � TQTAL REQUIRED STUQENT FIXCURE COl1M. - ; GfRLS WA?ER �LOSETS = 9 � � GIRLS IAVAT4RIES = 1 E� � i BOYS WATER CLQSETS = 7 ' -- --�' BDYS tAVATORiES = 7 CHECXEO: TM URINALS MAY BE PROUkDEO fOR BOYS AND iNE tDTAL WATER CL0.SEf COUNT REDUCED FOR EACH UP TO 50� �F RERUIRED WATER CLUSEiS. STAFf - 50 TOTAL = 25 I�EN + 25 WO�IEN ���� WOMEN'S WATER CLOSETS (2 16-35) = 2 WOMEN'S UIVATORIES (14�) = 1 `� �1EN'S WATER CLOSEiS (2• i 6-35) = 2 � � r MEN'S IAYATORIES (1-40) = 1 � ' ' ; � � � ; ; isl ; i � , � ! , � 19 ; I � � � � � � I i � ; � � � , 1 �! � - STAIR 0 2 ]'OTAI. FlXTURfS PROVIDED. i � { , � ! � � i ' ' l� � f ; 1 � I � � 3 � � i � OF QCCUPANTS AT ST�R 33 (S6/2) STl1QENTS ' � ; � r I ; I , < < � � i � f � � � � I EXlT WIDTH RE(}U1REa 9 9 (33 X .2) - i , � � I Gift�S WATER GLOSEtS - i5 � � � ( I � � � { 1 ; i � ; � � � I EXfT WiDTH PROVI�ED. 64" _ , � i a ! , � ' f , � ; i G1R1S IAYATQRIES - 14 � I � M � ; ' ; i I ' � � ! G ; ' j � BOYS WATER CLOSEfS = $ i , � I , � � � f � � 1 � � � � � , a I � � ; , � , BOYS LAVATORIES = 11 VAIL M�UNTAIN SCHOOL i , I � � , , , � , � i � f ; , ; , , i � � � E j � � ; 1 ; ; � ; BOYS URINALS = 8 Vail, CO�OfQ(�0 � � � � � � � � � � ; � � � i , 0 --------- � � , �-r_-r-� , , � � , , ; �---- i a � � I � I � _i__ i � ' I i I � � � � � ' ` �� STAFF• - --' , " � " , ••• ••• , � � �� WQMEN'S WATER CLOSETS = 5 STAIR QO6 ' ' WOMEN'S IAVATORiES = 5 � OF �CCUPANTS AT STAIR: 33 (66/2) �c � � I �dEN'S WATER CtUSETS = 5 IXff �IQTH RE4UIRED: 9.9 (33 X 2} i � i , , � � ! { ; j � � ] �iEN'S IAVATORIES = 5 IXIT WIOTH PROVIDED: 44' ' � I ; ; i � ; ` I , � � ; � CODE SHEE3• � � k ; � , � ; � ; I ; � ; � MNN/ LflWER LEVEL FLOOR PLANS � , � li � I � � � lt1 � { I ► � � I � � ; ; , � � l � _ � , E � � : � f ; � � �ODE REVIEIN PLAN LE�END j � I Ma 9 2003 E � i � y - � � � � I � Ei i I � --- � ( � � i � i � � � ' � � ' ; � � i f � � OCCUPANT LDAD 43 CtASSRQ O M USE (T A BLE 10-A) � ' ' f � i I I ' � ' ` -t8'JV€�tEVEL OCCIIPANT LOAD = 66 � f ; , I '' I OCCUPANT tOAD FACTER = 20 i i i i EC�2ESS RQUI'E ■ � �■ �� � � � ASSEI�BLY USE (TABLE 10-A) �%�1!!!LLl ^ EGRESS CAPACITY �43 ��P� �� FACTER = 15 UBRARY USE (TABLE 10-A) � �7j� 1 HOUR RATED CONSTRUCTIQN :� � � �� �� � 0 LF = 1(Id (STACKS) ,%i% l 0 LF. = 5Q �READING RO�MS) A���1�� � CODE PIAN - LOWER LEVEL OCCUPANT L�AD FACTERA} 100 ;�i.�"/1��" AC2 i.0 SCAlE 1/16„-1'-0� l�ECHANlCAL USE (TA6LE 10-A) i���-;-�, ,;�1 OCCUPANT Lt3k0 fACTER = 300 �;_�.��I�,���?i F\2001-OZ8 fl� Vo� Mtn Schaal�Z �row�nqs\D3 Architectural\CD\vm-AC2.14 dwq May Q9, 2003 ' - — - - \ 1 � C�DE REVIEW PLAN GENERAL N�TES JURISDICTIQ�k TQWN Of VNL � � REGULATDR'f AGENqES' 1997 UBC, flRE JURISQICTION - TOWN OF VAlL � ' r PROJECT IDENiIFICATION. VA1L MDUNTAfN SCHf?Dl. MAIN LEVEL ELEVATWN: TOP 9F CONGRETE FINISH FLOOR Ai luWN LEVEL IS ISSItMED AT 1(30'-0' = usa �s.an' DESCRIPTiON OF CONSTRUCTION FLOOR SYSTEM - CONCRETE SIAB ON GRADE OR METAC nECK WITH CONCREfE TOPPING K t i P P C U t,u 5 5 Y J H N K S 1�U B o�s ' ROOE SYSTEi� - SiEEI JOISTS AND MEfAL DECK A R C H I T E t T 5, P c. COIUMNS AND BFAMS - ST�EL EXtERIOR WALLS - STEEI STUDS WIl'N STONE VENEfR Membe� American Ine��iuie of Arch,iec�s INTERIOR BfAR}NG WALLS - COfJCREfE k�ASONRY UNIT INTERIOR PARTITIONS - GYPSU�! BOARD ON STEEL STUDS WntQrSquorq, 1512 LarimerStreat SHAfT WALLS - 9 H6UR a�dA��.,,,ei,Dbnvar,coiomdo so2o7 ` PRINCIPAL OCCUPANCI': GROUP E DNiS10N 1 - EDUCATIO1dAL BUILDING ph 503-893-1996 fax 3Q3-893-2204 ,� OCCUPANCY GROUPS GROUP E DMSION f - EDUCATIDNAL BUILDIN6 GROUP A DMSlON 21�A.3 - AUOITORllld�, D1N1HG HALL AND GYa1NASltlP� i� ��.. CONSTRliCT10N TYPE• IYPf 11 - 1 HR (FULLY SPRINKLERED) ti��� �� ������� � , � ,����. F1RE SPRINKLERS REOUIRED PER SECTlON 904 2,41 FOR E-1 OCCUPANCIES SPPoNKLER � °� �` SYSTE�I +HiLL BE USED FOR SUILDING AREA INCREASE AS SHOWN �N TNE DATA BELOW A� ,- -�.�, , , � � AIlOWABI.E AREAS: � C ;-,"��� � t��e- QCCUPAtdCY TYPE: GRDUP E-1; TYPE II - t HR � ��� � BASIC AtLOWMiCE (TA8 5-B) 20,200 ���'�� *�� Mlllll--STORY INCREASE�SECTfbN 5042) +20,2Q0 ���"F f� � E;�`t�``' SUB-TOTAI 40,4d0 t� �,��� 2 SfQED SEPARATtON INCREASE (SECTIDN 504 i] +20,2Db TOTAL 60,6Q0 �MAX. ALLOWABLE SF OF ONE STORY) SPRINKLER INCREASE (SECTION 505.3) +6��00 COPYRIONT 2003 TOTAL 121,200 (TOTA1, MAX. ALLOWABLE BUILDING AREA) This do<urrient is an lnstrurr�anf of serv�ce,and A�A� AR�1: 1ST LEVEL �,56� ds sueh,ramatns th� property of the fvchttect �d ���. +zrJ,��Q Permiss�on for usa of th�s document is limitad TOTAL �,4�J� ond ccn k�a oxtend�d only l�y wnttert agreament with Klipp Colussy�enks pul3a�s Architacls,P C. OCCUPANCY 1YPE: GROUP A-21• TYPE II - 1 NR BASIC A1.LOWANCE (TABLE 5-B) 13,500 2 SiDEl3 SEPARAAON 1NCREASE {SE�TION 504.2} +6,750 TOTAL 20,256 SPRINKLER INCREASE (�CTION 505 3) +20.250 rora� ao,5oo ACTUAL ARE�t iST LEVEL 17,5t0 � 'EASEI�EPJT IS NOT INCLUDED IN TOTAL ALI.OWABLE AREA PER SECTION 5414 5. � ARfA RATIDS {SECTION 504 3) (E-1) ACTUAL + (A2.1) ACTUAL < 1 AtLOWABIE All.OWABLE 65,456 5F + 17,51Q Sf < 1 121,2fl0 Sf 40,500 SF � � .54D + .432 = .9723 < 1 � s _ ALLOWABLE BUILDING HEIGHT: 2 STORSES (HEIGHT UMfT AT 40 f�Ef IS SET 8Y AP°ROVALS BY TOWN Of � V�II, PEC SUBM{TTAL AND DE�GN REVIEtN BOARD APPROVALS.) BASEMENt IS NOT CON�pERED A STUUE2YY PER SECTI4N 22U '� � FIRE RESISIIVE Sl18STITUI�ON: �+ FIRE RESISTIVE SiJBSTffUT10N CANNOT BE USED. T{iE Flfttf SPRINKLE�t 5YSTEM HAS BEEN USED FOR TNE BUILDING AREA iNCREASE. r� n `—�--::--_'_ ri i� AREA SEPARATIONS: � AREA SEPARATION WILi. t�OT BE REQUIRED. #1RE RESISTIVE REQUIREMENTS• � � THE 6t11LDING WILL BE fULLY SPRINKLERED AND V�LI 8E USED T4INCREASE THE ALC4WABLE AREA PER SECTIQN 505 3 � AND TA�E 5-B. i rABCE &-A � 1 HOUR SUBSTITIlTION: NONE EXTERiOR BEARING WALLS 1 HR, N/C � 1NTERIOR BfARlN6 WALLS 1 HR, N�C ' EXIERIOR NON-8EARING 4VALLS 1 HR, N/C -t � � STRUCTURAE. FRAME i HR, N f C AERMANENT PARTffIONS 1 HR, N�C i � SHA�t ENCLOSURES 1 HR, N�C � E FI.00RS 1 WR, N/C � � � � i � �° RODFS 1 F�t, N/C EXTERlOR D04RS NR DUE TD DISTANCE TO PROPERIY t1NE � � EXTERlOR N�NDOWS NR DUE TO DlSTANCE TQ PROPERTY LINE �„�,,, i � � BUIf.DI�G SQUARE FOQTAGE r���'��,,,�..• " �1.������ � STAIR 0 3 004 � LOWER LEVEL (BASEI�IENT) - �ROSS SQUARE FEET ;;,,�--' t� , r � OF�T5 At 5TNR t40 � MAIN LEVEL - GROSS SQUARE FEET ,��.� - vK (698 OCCUPMITS/5 IXiT STAIRS) UPPER LEVEL - �ROSS SQUARE FEfT � �" ��i , � � EXff WIOTH REQUIRED 42' (140 X .3} � TbTAL• - GROSS S4UARF FEET � � :� '"` n � f EXIT WIDI'H PROVIDm. 60" � , - -.. ,;� , � � s ,� • �> < ,� ��� N``=�"� f � . ,� �144 r------------- - ---- ----� 140¢ r_ -" `' 'Z �,��' __ PLI3MBING FIXTURE REQt11REMENTS_ ��,��. ��,u• i __ _ __ __ _ ' .__.._.__ ____ ; ± � C�l.CllIATIDN pF STllDENI' OCCUPAM LQAD (FOR PLUMBING FlXTURE Pi1RPaSES ONLY) f� �' �"��~ , � � -- - - -- � ..,. ' 5TNR 005 � � �.� � ; SIA�ED STUDENT POPUlAl1�N b1AXIMUM FER VMS �S 325 STUDENTS GRAaES K-12 �NOT AlL CLASSR[?OMS OCCUPIED CONCURRENTLY) � �f OC�UPAiJTS AT STAIR 14Q— � � � � - - � / � (698 OCCUPANTS/5 IXIT STA�RS) j _�w; ! � ��'�t - ASSUl�E ALL CIASSR00M AHD/OR TE4CHING STAiIONS ARE tlCCUPIEO CQNCURRENTLY: EXIT WIUTH REt�U1RED. 42" (140 X .3� - � , - f ' ° '�30 U , EXIT WIUTH PROVIDEp: fi6" � I i ' / 23,905 IOTAL SQUARE F�TAGE / 50 SF/ PERSON = 478 STUOENTS MAIQ�IUM. � _ I � � i �� p�� ppp� ASSUMf 239 STUDENTS K-6 �ELEtiIENTAR`f), 239 STUDENiS 7-12 {SECONDAAftYY} � � � s � OF OCCUPANTS AT EXIT: 3i (62/2) EXIT WIDTH REQUIRED: S 2' (33 X .2� �SUI�E 50 STAFF iOTAI � � IXIT VNDTH PRQVIDfD 32 (�' .� 10TA1 FlXTURES RfQUIREp (APPENDIX CHAPTER 29). ARCHITECT'S PROJECE NUMBER I�-----_.,�__ � / - ' - � -- ___ , -t / � t — c�nir�r�nffv 9ZA C'�f If1CAITC _ 19t� l'll)f C i '9f1 R(�YC ........ ...... + / f LU.mLI�rv\I � GJJ J VVIItIJ � IC VII�IJ � GV U �J /)((( ( /J(��( + ` / � i��u� �u`V r��' � _ - � - G1RLS WATER CLOSETS (1:25) = 5 ;� , � � � �`�' ,� i / --�--�- �� � � � _ , GIRLS LAVAI0RIE5 (135} = 4 ISSUE `_'-� � ' o � Q �"� ' c� o o - �YS WATER CIOSETS (1:34) = 4 II�lTRUN OES�iN DE1�Ef.OPIdfNT NOVEI�IIBER i9. ?002 ,,,,, _ � - -- � _- M,„ �� ( � � E �YS tAVATORiES (1.35) = 4 DESlGN DENELLOP6lENT FEBRUAt�' l4. 2003 � `_�;,; � � � E , � t� , SECONDARY - 239 STUDENTS = t2Q �IRLS + 120 BOYS OfSIGN DEVQOPNENT 1�1ARCH 17, 2003 0 CONSTRUC110N D�UtiiENTS #�AY 9. 2tiQ3 � ° � � (� q - GIRLS WATER CLOSETS (1.30} = 4 � ' ' - " 1 : €_ � i i ,_ � , GIRIS LAVATQRIES {1:44} = 3 � � � � 1 � � '-� r,_� i` r;��_°r_ - V� �" ¢ BOYS WATER CLaSETS (1:44) = 3 � � i I I\ `»f n _ O � �i" � ' _ - --, � � _�_ � , ,,- �-a- ,- -�-� - _ ,� �,. �YS IAVATORIES (t 40) 3 S i — — — � — — � � �- 4. �. - _y'�-,- _- :.r, � � ' '' a � -�-" ��,`"�_,�� P�� TOTAL RfQUIREO STUDENT FlXTURE C(?UNL• ;' ; " t ' ' J," ��:�'�_�_ �-- - - �``- i,� ,F - - -� �- - _�l �� GIR1S WATER CLQSETS - 9 ��-- + ; � � � i � , , SfNR 001 �-,��:,,$° .r �- �_�_ �_� _ h_ r� _T -�> GIRLS IAVATORIES = 7- ., i � � � � � OF OCCUP STAIR: 140 . �_,:- ` - - �YS WATER CLOSEtS - 7 �. �. --- r i � _�u h ; „- --�- - �- L � �y 1 BOYS LAVATORIES = 7 EC - _-' :_^, -M._ ._----_` � (698 OCCl1P EXfT STA1RS) . , - _ , > ; '-°_ - �_ _ . � �._',.�__;.:;-, .• �, , , � URINl�LS MAY 8E PROVIDED FOft BQYS AN6 THE TOTAL WATER (�.4SET C4UNT REDUCEO �OR EACH UP TO SO% OF CNECKEO: - - - ' �. - -- , , - ----- � ` IXIT WIDTH QUIRE 42' (140 X .3� '� - �� -' .� - .� _ - Ti�l `� " ' - -- ..` ---- - �� , EXIt wiD PROwRE� " +, �'�-,' ..: �r�,_`+�ti �r,t -� �` � � /}, REQUIRED wATER C10SETS. .._ - -�' ������- f � STNR 002 =----���� -•------- , ----------------------------------_�_�--------- "` �" STAfF 50 ---------------------------__". `;--- J ------ �--•---- . - - --- __. ____ ___� � ._,, �- j '`' ` -f�- �-• �-�-�"'. � L�140 OF OCCUPANTS AT STA1R: 14Q - _ �,_, L��, ;L'; � w 1!-, ,,, I � TOTAL 25 MEN t 25 WOAiEN ' a . - =� x- . } �� `r p���''°`� ,=,-- �-„�- __� � ' ,`;' � ;�-, {69$ OCCUPANTS/5 EXIT STAIRS) REVf51(H�: 1 �� �! "' j --�� -`'.�� E�T WIDIN REQUIRED. 42' (14U X .3} WON1E�'I�S WATER CLOSETS (2� 16-35) = 2 � ,..., 6^.�..�� k_ - - • : X� -t � ` • a ��- � �_�-. .. � -'�. . C EXIT WIDTN PROViDEa fi4 WD�1EN S LAVATORIES (1:4Q) - t � _ __-,-` �- ��� _ � _��, i� MEN S WATER CLQSETS (2: i 6-35) = 2 � � �� _ " ,. �" ��'s �nv�ro�iES (�•ao) - � � � � � '�`��_____ t TOTAL FIXTURES PROVIDED. � � -- ---__�__ ._.._-�_. �_ _ STUDEMS. � � � l � G1RLS WATER CL4SEC5 = 15 � ' I I GIRLS I�VAIQRiES = t0 ( I I B4YS WATER CEOSETS = 8 . � �� ��A►�� � " VAI� MOUNTAIN SCHOOL � � , � , i i $T��: Vail, Colorado , � �g � ^ ; wa��;S WATER C10SETS = 5 WOMEN S IAVATORiES = 5 �----------------- — — — — — — — --- — — --� _ / , UPPER LEVEL OCCUPANT L�AD = 69B �lfN'S WATER CLOSETS = 5 I�EN'S tAVaTpR�ES = 5 NO F[REPROOFING REQU(RED AT ROOF SSRUCTURE ABOVE COaE SHEET. STAGE CaDE REVIE�V PLAN LEGEND UPPER 1EUEl FL�R PUW - May 9, 2003 DCCUPAIJT LOAD 43 CIASSRQOM USE {tABLE tU-1� OC�UPAM LOAD FACTER = 2D " EGftESS RpllTE � � � � � � � � ASSE�IBlY USE (TABIE 10-A) - EGRESS CAPACffY ��43 flC�UP,4NT L{lAD FACTER = 15 Li6W1RY USE (TABIE 10-A} ��1�f///� - 1 HOUR RATfD CONSTRUCTION �"' �' � � � °"' i fi.L F = 1(!0 (STACKS) O.I.F. = SO {f�A01NG ROOMS) � CODE PIAN - UPPER LEVEL ��� � 2.�.1 _ a�c� usE {rnac.E �o—a) ��%/////� ACZ.�.� SCALE: 1/ifin=��-OA OC�UPANT LOAD FACTER = 100 MECNAI�CAL USE (TABLE 90-A) j' `{ i;� �;i �ti OCCUPAMT LOAD FACTER = 3Q0 l�[j,�_�L�L1.�' P�2fl01-02$OQ Vad Mtn School\2 Orow�ngs\01 Architectural\CD\vm-AC21.1 dwg �lay 09, 2003 � N1 ' 02740-F6UNOAiION DRAIN; 02704-�'OUNQATION DRAIN, NZ high pomt to mlet, re civd - 2700-FOUNDATION DRAIN, r ' � � �,� to inlet, re civd � � � � � ,lF ~ ~ '` `--- � ! ____ 027D0- FOUNQAl14N DRAIN, N� Ns� � � � STQR - `' -- h�gh po�nt, coordmate -' ` --- __a__ � w/foundat�on woll design � �_ K i.T Y P C v i,t��s s Y J x tv x s T)u B o t s STOR. C104 _ _ - - - f C105 J -= _ -_ ",-= ''----c_=-_`_- - !-` -- f � `'� --- _-' __ -�^ - _'- ' } , ARCHITECTS. P C Ij ' --- __' - '-r---�__-_-�`�'__-C'--___`--- � -- ' � _---==-----1� -�='='-`_--'3..'-�=_"'=-�`'�" _ ___ -___ Mem6�r Amencon Insldule of Archdecfs � + c, _- _ _ ��_--�'_ _=--- =a`_-r=��:,- _-_�..-_..��,�_ - --_--___ N6 N7 N9 NJ� 10 N71 N12 N�4 N�5 _ r � - _- �=-__=_= _ -__ ==�---=�__ - � � , - .. _. ~" --- _i_--�__ _ _-- ��.._,� - --= - -�==--- = ------= STOR.F , ��,_� _ WrlterSquare, 1512 Lar�merStrae+ jyi� -..•.,._.,,,,,,. `� `_'--- � __,__'_ -'x_--C-__-- -' - _ B ri ( i�� � � ^�., .,� ' �""_-C ___-�---„�_--- _ -__ _ �t�2 � dgs Level,Denver,Colorodo 80202 S7� �i_ t 3� r °^.......-.....-�,,,. `�" _'�...-_-+C=��_�_�--�_--�� I I � � 1 1 3 C]06 � , 1 �� r � �,.�� -�-..,.��. ` � � :5: ,.�„ � =� �--�.-,..�,,...$,,,a '----7----_. ` <�n '�°,, ' - � ; °�-...,�"°""°..;.�, � - � i � '`' ph 303-893-7 990 fux 303-893-2204 ... n 1 k� `,�,a �_ � °`J` -, j �-�..,""°'^'•'•' -..,,..b.., , 4 --- -___ ' �r , a � � .'--�.. t `'� ; �� ,, �' ,� �.. � ' 1' ^ i � � 02100-FQUNDATION DR�N; � � ��-�'����'�� • __ � � �� � _ j- 1 � ; a � �...,,,,,,.„�� � i i � i clean aut typical N17 �- �,� �s ���+�o'��.�i� �� EXl'ERIOR `�AilXiWtY� ` �xs� __�__ _-.- .r�_ .�� - �-~-_`S � `, ti `� — _... _.�._ -- ______- — � � — — � — � _._.. _..._ � �" �,��°"°°°`���'����. -�- ---__ �:_ ,� G NAS�UM � �� -� ' � TOILET �GY�SN�1SlUM � �� s ` �'` ' -- --- - - - - - - - - - - - E18 N>8 �'` �` `� �.��� }{�,�0� � ni �`�-"'�'�.' � �¢ ��8 .d� _i�� � � �e ua � '� � r'� -��'s 1S ::f t � Y � . � � . , _ j � ' ;� a� � � TOILETJ � � r � i i � � ��ti�� -� '�M�-.�� � , � � , �,-"°'"°".,��� � �' I 6154 � 5TN GRADE f I i � � ( ( TOILET � ► ;�-�, , > > .� � �-�A ��'1 � ���� �,� — I I _� � I : j A,54 i ' � r� � � � � `?�. � � CLASSR00lN � , F�- ( P � 1 r' � _1 --�w `. „ ` ��-._-__ � --. I STOR � Bt55 I i " r G 'C� � � !, ) �- � ��,, � 3 =� 1 9 �tt, 6153 i � � ' � , �_`�x_.-�..,, � �� J _ � i i � 2ND GRADE � �,>�,����.,,���0 � STQR. _.; � 1 � r � •,i � a ; n �� ' I 1ST GRADE I � � 9TH DE CIASSROD�i r ~� � ���� C108 � �"��-_�. r j �,.�,_,..,,� _ ; � ; � � CE.ASSR00�1 CL�S ROOM SiOR. A152 `4� � ' �' �s} ;' ; ' ' ,;� � � 8152 0270D- FOI�NDATION A 55 A153 � � � � f � �� ; _� i ' � _ I ��N� h'9h � ( � � � � -� `�°.�,,�. �` � ,' � � ( ] I i i � i po4nt � i E i � 1 ;� °'� �` ' _ � _ � _ - � - - �',J � COPYRIOHT 20Q3 � S�� ���� � .�� ,..,, ' - 53 Ct45 `~^ � �i ij �+ J � 12TIi GRADE �4 �— s � �` '�� 1 7his documant is pn Instrument of service,and �� _ �`"^�-M1 3� --�.,�_ _�` -`�-�- ti_ as such, rematns the property of the Architect. RIDOR ��- ��pE— - - E16 -`_ _ �_ Parmtsston for usa of this documant�s limNed aars a�rs o�cE � �.., � — — — — �_ — _, — — — SHQW LOCKERS Ct44 Ci40 Ct41 5 Ctl Ct12 ' � 8151 STORAGE� � ' i � � � STORAGE CLASSR001� E - - � , � and can be axtended on{y by wriiten cgrsement —�— with Klipp Colussy Jenks DuCicy7s ArchltecTs,P.C. Ct5t -` C1 G{RLS Ct71 - - - _--- --- - -- ------ - —� E15 � E14 TOR. � MECH. LOCKERS �1 � 4� � � I 1'DICE7 RESOUR E RN A144 I J ! 154 � Ci43 STOR. 62 C111 �-- i � { _.TDILEi � r i � I C1fi4 {�RLS ` T�� I � C�RRIDOR 6143 Bt 1 �-'-`_ � �3 CORRIDOR � {� I ly,j t C15(? S C 61� C 1 7 2 C D Y Ea r � '� 6140 R��K� �_;^L;� A140 " � � � � � � ERS FlTNESS R()ON � � C96 ._._._. � .__._ __._ � � — — � C170 �� �r 8TN GRRDE + � M.S. C fl�1 F U T E R I � i �1 � _S� r. -' -_._ _ _ _ _ �.�L�SRO�_______ _ � _ 8102 _ r;- �� � , ; � C_�'_ _�l - � I 8TH GRAflE _ _ A1Q2 _ _ � r UESTIBll E r TO�.ET _ G121 � STAlR ST4RAGE 8150 �� � ° �}' E���� �' i ;�; ��� -�� At54 ht- - + - E13 ` c�3g `''- ---� _ " '��v� �K � S - �" - W INDEPENaENT � TE�N SUPPORT 4141 � ORAG Al"15 i4 � ��� ?,i ❑ 1='�_ _7 � ' � r � C126 INDEPENDENT �T. NEAD��� � R00�1 AREA �Q � A � � Ct33 . � � OFFICE �R �t� 8103 B100 CIASSROOM �� l�2 _�'�- � � �RAGE L r [J ' VESTIB CI.ASSRDO� ASSt HEAD 6123 _ � � A124 ` "-�-,-.-._ _ � _ 1 135 C 12 J.C. � S��4 T �� ElEC. OATA �B tRHGE �' '-'< < ,, � � e o � 0 A141�� 285 sf � At i Ci32 � W� ITCHEN »' � � CON 1� [AB � � 0 i Bt22 6121 � `'---- Ct32 � '� �. E12 �1 8127 _ � � f ' � � q STOR p SUPPP(lRT� ' - - - 8121 COBRIQR ^ qt21 CQRRIDOR� ATQ -� ° '� � � Ci37 CORRIDOR T TOILET CORRIDD TOILEf 1� A120 A125 A 26 G�� �' Ef1 � �120 B12 B117 Q � � i � C12 8134 B132 _ r 1AP ' r o � � l r � � T �__ RK RO d INfIRMARY � __--- — g — — — —�_^--. - - - - _ - _ E1fJ f � ' C123 B131 AS ISTANT 8118 � R€ €PTION 1``;; - MUSIC PRACIlCE ' _ � � � �� � � TORAGE KITCNEN • P"' OFfICE A112 - 1 ' � � 119 � 113 � � __i_ i Ai22 At23 } A J � 42JOf3--FOUNDAT1flN dRAIN; • � f � � ----- - �L � _ , _ _ y ra _ ���� 4 I _ down to lower level _ --�+r� • � �0� E9 � � KINDERGARTEN STORAGE - R J CDRRIQdR � �1 _ ( r DIN !NG FOYER � �L�1��E� 6139 • B130 Bt 16 8112 PRACII 0 '`"�-� - _�` ` t , R OM Ct24 C121 � 81�3 � � i � 0 Qf � i __I__ i �R � R020 � � CORRIDOR A1 Tt � i � C 30 � � SGHOQL � + pp� A114 A1 tU � r - � � _ - DIRECTOR ���d�FFIC�— - - - Bt 14 - - - - - _ _ ._.._ _ _ _ _ _ - - E8 � '�� _...--s"-�-�"- •` 1� '-- •-' -�., _.._._.,,..��_,�.1t,�`N�.,,'� , ,. , L � T� `_ - ._._._�____ � B13 IIDM�SS�� �1 - ;_ ;': " - -t--.-- ` _ ` I 8135 CONFER�ICE � Y--�--§-� ,�,_�-:�, ►- � Bt37 � � � 's,�-°- ---�- .�. _,-_� _ _ -r,. �;��„ i �PftAC�TICE/ -�` � -�.._ _ � � � 8138 B1t5 COAT CL05ET � -r°�_ ..�•-�� '"�._ �J�_ - -- 1 �' -- ~ 0 � -- i� A133 � ,�.- �� �,n���� ��, _ -,�..-�.,� i � 42706-F4UNOATiON N, -.. _r - � `r- --� � i - - - - - ���"Y��'�_ Al3Q � ' �"` - ;.,�_ A115 �� - - - - - clean aut typi�al " �- � � p � �� -�'�1� � � ---- � �� -� — --� �r..��.�€��',� . .._r�' _�-�~�_ "- -�0 002 £7 � - - _____. _._,_ y � C�MMONS i ����_;��_����`��,-�-��������..�.� �' �-�_���-'�..�a� U!E � � � � _ � VESTI6UL y � _ �-; i i 1 -r ` \ t� ��� a�.3Z �y � ' �,,....5�^�,�-,�i�-i _�4'_ ..��g;a=`�'��1�4Y �2 � � � -_ YF,�^C'J��._�i.-J�---'� -'�`-.�_'II^.��.,,�,��'�,�`�y�, �xI f � [7�1L� � f � t i � , �STIBULE n o . - � - =-,-` '�';_ �,� . -�- - - - E6 - . f E i R a THRUST i STORAGE -� , � _ D ..� A134_ Ai31 A]t 7 ' � S> ' - - - � - - - - £5 S2 s� f ' � � i 4 _S14 �— � ( l � S� � , � ( ' � '{ �i SS . � E4 � � < < �.6, � � @fiCKSTAGE � STAGECRA�T J� S7 � i � � S15 Ai 35 f A136 I� � � F �w;��,,�„� �`' �.t��J'j6�_ � --= E,� 027flp-FOUh�OAIION DRAIN, � �� � � i daw ta lor�er (eve! i � � � ��..�' ���� � `' � o � - - � ) � r � ° � � �� � � � ` 1 � � � E2 � ��� � __._ — — — — — — — — — i— — --- — — — — ___..._ _.. ...._. � � ._._. � �. � — — — — � ---- _ _. _ _ ,.,...� � ' FHASE �IIT �'Ni��E If � - - - - - - - - � ;- �- y�� - - - - `�- . � � CGPJST�;U�,TiC� ;,�;SJTpUCTiC� _ ; ; � � E� �`� R:r���r ,� ,� .� TZ.S i i� , � , . � � r� r � i � ; �-------� � i 'l�r �~ i ' � i �' i i ; � __ ' ` ;?� ;:'�' i � i ti} i E ,�l �;1 � �,~tt�*� !4� r____y -I1 ( `�� � ---� ,4 .� �' i 1 ,% \��� S8 59 S10 Sl l S12 S16 16. S17 S19 S20 S21 S22 S2.3 S2��_---='S25 526 2 COMPOSITE FLOOR PLAN - MAIN LEVEL az.�.o SCAtE: �/TS�=�'—a° � � � ARCHITECT'S PROJECT NUMB�R. � , 1�U� .U��S { -------- — � ELEVA�OR ) � ' Ei.EVATOR �pC�NE r lNTRUN I?�GN DEYELOPI�lDVT HOb�NBfR 19, 20Q2 ,,r, AQ26 A024 � DESIGN DE1�EtOPt�ENT _�E6RUARY i4, 2003 � <�<:_,:.-. 7.A.> o; _ � I ELECTRICAI �., � OESI�N DEVELOPI�ENT I�AR�i 17. 2 �: ' � COFiSTRUCTtQN �UNfMS �IAY 9, 20p3 � --� -' - - - A025 - - - - - - -.� _ _� E12 __ � ; i � F � O._ � I 3 � .,....,::.r:..., :� �ni.,ey�i. �v.o..�.�c«�x �� .�.. �."`r:�+.,�u �S.`C: ">l � ..::....». :::..r<w:.- ...� I : ... . .. ..:. . . ......... .. . .. .u.:....�::. - - - � - - •$°����.�,;�.;�.�:,r,<,<:,. �,:�;�<;�<: :>: _ - - E>0 5� �` J�� _ i � � ;�� { ��� JDP VP � BOOK U2700--FOUNDATION QRAIN, f � � ` STOR,4GE STORAGE up to main level �� (oandat+on drain E9 - - STORAGE - - nt u�c I - - - CFlECKED: Tl�/GC A022 �� � t ► LECTURE / -� - - - - - GREEN �' � E8 REUISIONS: AQ20 � ROOh� i � � .. .:: .:...:. . .....>.. ._...._: ,.., :. , . .... _ . ...,..... . ... .. � i ....,_ . 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CO�IPUTER :� STORAGE R - - - - � ^ A023 ' HAlI Q8 W _ - £7 A010 � 8l11tQING F,„ .�.� � ' ENGINEER A" `` '� �`. �:�.�:.: .«.� MECH ROOM ;�,>:�<�;�-�.:�;�n.�:>,:�;��>" -- � - � - .�'1 - JMIfTOR _ A014 - - - -�_ - - E6 _ �.. ..._ T � ��T`"' �� � L�+�c,��l�— � iw A�,� ,. „Y , — _ . ..u .., _ � _ E5 VAIL MOUNTAIN SCHOOL — .`F:v:;:�o2.,.�'k� i'ct<v — — 027U0-f0UN0ATiQN DRP1N, �� TOILfT �R��� �+ up to ma�n level ,� A034 O1LET �� i , I � Val�t 1�0�fl�{1d� foundat�on dram ' I ,f I � SPR( � , � ; �� aa�2 eo��� aEC �a�. : I ' ROQ�f i RO N �� � DRESSIN RESSING AQ37 A 8 i 0270Q- FOUNDATION ORAIN RQOM ROOM I {3UTIF3' TO ARF.A < -� DRAIN, re civil �. :,: .•.,:x-„>,� .: A035 i = � - MAIN LOWER LEVEt. fL00R FLANS � : . . . . . � M y 2003 � _ _ - - - - - � - - - _. :.�...,�. ,�:�:..�:.:. .:..: - — _ — _ _--__.+- _ a 9 �, . ��-�--,--- - , � � —�— — E� � � � � � ► - � � � � , � S�7 S19 S20 S21 S22 S23 S24 S25 S26 _ �s�s� � COMPDSITE FL40R PLAN - L�WER LEVEL liL.1.V SCAIf. �/I Vn-�'-O� P:\2d01-Q2800 Val I�tn Schaol\2 Drawmgs\01 ArchitecEural\CD\vm-A2,1 f}OOWG May 09, 2Q03 ZU�-u+ 16,-Vn 01410-RELOCATED �E) 6 LlNE OF AODITION EXIT OQUR FRAME 9'-4' A2 t.t 9��4' A2.11 � (}8200-NEV! EJ(IT DOOR - - & fRAME; wood r ...._ ...__.... _.._ � � � __ _ ..... .._. _ .� _ � � , � 41010-RELQCAiED (E) � � � D2d00--DEMO PORifON 0731}0-SNfNGtES, watch ex�stFng, over waterproof inembrane WINDOWS � � � OF EXISIING B�ILOIN6 an structuro! sheothing, provide (2} layers w p, membrane at new to existmg intersection ( # — — — �. ._...._ .._. _.. ._... ._._ .._ �.._.. _ � _... —— —— — — — — —-� - -- - - - - - - - - - - - - KITAP CUtl35SY jKNKS I)LJ$UiS Q7200-lNSULAl10N, BATT- R 18 0730Q-SHINGLES, match existing � i A R C H i T E C T 5, r c ! FIEL,O VERIFY � � 02000-DEMQ E � i Mamber ,4,,,an�a��ns�����a or,��,��s��s i IXr�i��wa�t � _ _ I I VVrtter Squnre, 157 2 Larimar Streat 06200-�ASCIA , � � �� aO � 02DDQ-pATCH E F11�4$HES 06200-NEW CLOSURE WALL - I Bndge lavel,Donv9r,Co�orado 80202 ^ ° AS �EQ���E� �E 4 �.T.1 FOR IVffTES� ph 303-893-1990 fax 303-893-2204 Zx12 w� 1x4 tnm +, � � � EX($TIN6 EXISTING 02dIN}--QEMO PORTION OF +' � � k11DDLE SCHOQI KlNDERGARTEN fE) BUI�DiNG INCIUDiNG �N I �� , rr , , -,; ,;� � , � , -*�� � � �, � �, , � � � • � Ci.ASSR00M ClAS5R00M �LAB QN GRA[}E, WALLS, N � — .== _= _ ---- - _- � � f O FLOOR, ROOF & Sl'AIRS j I ' - - FLOOR LEVEII —�I�-^ - --CJ CJ ----- / - 5t00 STEEL HEADER � � O ( � • ,,;c� C:��4������ °^--.`w�,= RE: STRUCL EL. 8343.58� � 06200-TRIM ; ADDITiON � � � ��'�`s �``a=,%�`,� ..,.-�-Wa � . , Zx6 tYP 0920(1-DRY 4VALL, 082(}0-NEW IXIT [JOOR / � � I J� �• � aver vapor 01Q10-RELOCATEO (E)- & fRAME, wood � � _ J -;� :�=sY�7 bamer, tyP WINQOWS = = === = �' � — - o�o�o-R�ocaTEa _ _ �. .._ __ .��T = == = = = = , I-T 1-( TI TiT — — ( C I I 1 wi�aow lIIIIlIIiI / illi ` 1� �� 06100-w�ne�ON�ram°� frar�e i I I I I I I I I I /� � ( I I I {�; �2��� �,`� � _ ...... _.._ ...._ ._.._..._ _.... ..._ _.._ _ ._..._. _._...._. _ _ _�1I� � �'u = � � � � KINDERGARTEN ADDI�ON - PARTIAL NORTH ELE11ATION , 1l111 Ll L� o _ _ _ __ � �ps�.�� ��G�, A7.i.1 SCALE: 1 16rt=1'-0# a� �° � �� / RELOCATE EXiSTIiVG COAT SHEtF r}a Up aO PA1NT IXfSTING WINDOWS TO AND STUDENT CU861ES T� � �IATCH (E) BASE, WiNOQW, flBSCURE VIEW FROM CIASSR00N ACC0�10QATE NEVY DIlQR tOCATION �� D COPYRIOHT 2003 �{1$�N�i, TRIN; fyp, aQ O TO CIASSR00M Th�s documant is an instrument of serv�ce,rand D�Wj� as such,rema�ns ihe property of the Arch�tect. Ob2Q0-MATCN (E) FASCIA 8c TRiN �� �R n �� Permission for use of th�s document ia ltmrted and tan be extendad onty by writFen agreement 06200-SIDING �'� �"�� with Klipp Colvssy Jenks Dubois Architects,RC. hardboord � =;='. =�:�= -' ;-,= ;:��.;`�.,, � ;� � '``=,�`�-�- 0&200-SiDiNG, re pnmed lap siding `l 4 \�.� �`�;��;,;���?; � �, -- over 15� felt structural e r � ,,��.�;�,..�;�:;;�. - sheat�ng on 2x6 sfuds, typ � KfNDERGARTEN ADDITION - UPPER LEVEL � KINDERGARTEN ADDITION -- ENTRY LE11EL _.j � (_I I ( � " � � I I ( I , ° \ � :.�;=��;'�y ` - - - _ - CI05UI'B / addition extenor wall s '` `^':' :� '�, n e n ` 6 \ .�:* ;,�, �,w A2.1.1 SCALE: 1/8 =1 -0 A2.1.1 SCAtE: 1/8�=1'-Q° n�Z{�� /� cT1�'1� 9� —7f 4I— ��;���=�=. ,, - _ - -- --- VJJW-CQNIi. CQQI�IYV UI. s �-i I t-I � n \ ,t �y+.`: `\.���`. "__ ' SlAB ON GRAOE -I l I `° ( i � f I I—I � \ � _ _ -- - _ - _ -_-___ _--=- 1--I � p, , �'! ��-{ -� _IXISIING `� � -_ - _---____-- -_- -----_ ---- � _ i * ( � s � �EXISTING (E)_ ADDITION � -I I I ` � 2pp--INSULATION, �ul .>a � - - - I (—I � —�� 2 ng�d �—I I + —I I I—� t I—� I I I I ea p I 1=1 l 1=i I I� -1 I . —� � � � � � � � � - s KlNDERGARTEN ADDlTION - SECTION DETAIL 4 KINDERGARTEN ADDI�ON -- PARTIAl. EAST E�EVATION � �.�.� scA�E. �/2»=�'—oA �2.�.� sca�. �i�s„-�'—on . _ o Nl �-a! � � M2 ' dl'B , ---_._..,�_ ' w i --__ � N.� 1 � � i' N¢ ' � ' � i � � . �' - rr --�_ _._: � �� rr -�-----�_ ` . ! ' � s � -_,_,__`,____, - `- .... __ 1 � � � -�'_____- ` . 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RI[}G ( —'"� SLflPED STRUCTURE ! �� � ' E11 t�NSTRUC110N �ICUI�EMS MAY 9, 2Q03 � r � ' 14Q'-6' �831fi' � 140'-0' (8376') 140'-4" 837fi � STiWDfNG SEAiW �1ETA1 RO�F �° E �: � ' � - - - - - - - - - - `� � _ _._.�._...._ ——, ———-———— _ _ _ i � - - - f�0 � (SPEC SECTlON fl7406) � � i �"' � � 4 � LO RfDGE a � —12 - � � ° 143'—D" (837�'� �.� (SPEC_�SFCTIORN�t6�0)�, � � � _ � '� � � � � � ,� � � ' � i �� ( i `� �( o» -s�ow cu�a; t� � � � �° c�cK�rs E9 �y�� �� R-21A � �7 -SINGIE P(Y�1��}8 NE 800- EXPANSlON J01 T / � - � �p � l � RO(1FlN6� Fulty Adh red � ASSEMBLY � � � � � - - - - - - - - - - �v� ___�___��, l r--�� � F ' I ^ i I � � R-o7 � � � 1 I ^ I �� �� �3 0 1 , o�soo-��r�� curr _ _� o � � " Q I I "' I 1 TM o I I� �' � I I io �iacE R-19 GENERAt NOTES. a�EC�u: �/cc � � �2l ��` i 07700-SNOW Gt1AR , �Y � - - - - - - - _ _ _ _�4D�=��'�- - - - - - - - - - - -- E8 L t t , 1O _ o a ❑ ❑ o n ❑ o � o a a a o . � 6:IG O ❑ tJ o 0 0 � 2.12 F � a. l l7,-�' �~�, 07600- METAL DQW SPOUT ; � / � �- ���� � .� � , � R-24 �--- a � t. ALL SL.OPED Rt�(}FS TO BE ASPHAtT 5'tf(NGLES (5'PEC. 5ECT10N 073(�1) U.P{4. � r`1 �_j � R_ 7600-�ETI� GUTTER �- R-21 i�' T0. ROOf REY�lONS: � l � � — � Y --`-- / I - - - - I - - - - / _ O1500-�N�GBLE PLY- _ l31'-7° 8367 6'} - - E7 2. CQNTRACTO� TO PROV�E WALKWAY PADS AS REQUIRED TQ ENSURE ACCESS TO ALL RO(�F � � � ; � r r r, fl Fu(ly Adhered � � ACCESS POINTS ANQ CLERESTORY N�NOOWS. i R-20 _ - � � 4-°=��' -=----�-t� i i � Z s � ,2 ( I ► � t�..,-,.---...-.� -�,-.�,...--..�....-- - _W 07600 METAL '� � I � �- 1R� n 3. REFER TO MECHANlCAL P1ANS AND PtU�IBING PlANS FOR EXACT LOCATi{3N Of ROOF DRAINS 073(�}-AS HALT SHINGLES , � —�—"" T 0. PARAPET � f � i �77Q(?-S FENCE, tyP• aOWNSPQUT� l ,�� �� �, ��r � 129'-4" 8365' � i �.d R�}pF R-D3 � + 6:12 � , 612 T _ _ _ ` � � _ _ ( _ ) _ - AND �4ECHANICAL E4UIP6�ENT, COORDINATE PLACEMENt (� R40F (}RAiNS WITH STRUCTURE. � / a��oo—s w cua�o, tyP —^ — — �—�-- --� , --, E6 � 138'-7 1/2" (8374.6' v � � ! • ` --L.T� -L,._�-- I R-0� •�°! 4. MAINTAlN PdfN1MUM SL�PE OF 1/4' PER FQOT. OVERFLOW DRAiNS SHALL BE �INIMUM 2' ABOVE ► � i PRit�ARY ROOF DRAINS, SET fIUSH WITN 1NS�1LATlON. r j 6'i - - --- _ _ ----- - = t - - - - E5 S1 i � T.0 RID �' f � S? � Sr'� 07600- DOWNSP ° ' �' ( N � � 07600-METAL QOWNSPQUT; typ 5. REFER TO STRIICTURAL DRAW(N6S FOR LIMITS Of St.OPING ST�UCTUftE MAINrAIN t/2' PF.R S� S¢ � , � � � � TO RIDGE ' ' '32-° t�68� � � � � - � � R;23 VAIL MOUNTAIN SCH�OL � �. F40T MINI�1f1M SL4PE AT CRiCKETS, SS 121'-3' (83573' � �'� 07700-SNQW FENCE �� � 077QQ-SNdW GUARD, typ 6 PRDV1aF TYVO (Z) LAYERS ilF aVER-IAPPING SHEEi UNDER�AYMENT SNIEl.D AT ALL VA!!EY U�I�, Coiorado SS S7 i { � ,�;� S15 � 07�00-METAL GUT�ER� T 0,Rll}GE I �i - ---- - i � O�R10GE ETAE� GU�fER; tyP- CO(dDITIONS. 132-0 ($368') � � �,_ E3 ( � �� � �3z'-a• �s�s�� ;� ( �-os ^ ^ ^ � � r � � I co t-n � c� � i I I � i ! `�—— �1 � I � I � --- -- --- - - - - £2 i - - - - - -� - ` � �' ROOF PLAN � E1 � � , � � , , � � , � � h�ay 9, 200� � , - , � S8 S9 S10 S11 S12 S16 S16.5 S17 S19 S20 S21 S22 S23 S24 S25 S26 � CaMPOSITE R40F PIAN A2.1.2 A2.1.2 SCALE: 1/i 6�=1'-0° P�Z001-028.00 Vad Mtn School�2 arawings\Q1 Rrchitectural\CD\vm-A2102 dwg May 09, 2003 4" 5° 1°-1" i�-1" 5' 4" t'-1° 3 a2.2 DO � � T 0 STONE T 0 STONE 5 6 �� Q" »��3a � ��<� T 145-0' (8341') �-_ _ � i05'-0' j8341'� �2�o �2� 3=_�n 8�_2� ,,_9„ g� 2,_2tl �9 FL00 R P LAN G EN ERAL N 4TES '` ��' � - � �`�, 04800-STONE VENEER, " • � '�° '�''r , -` 44800-STONE VENEER, �' ��;`a dry stack, typ � • 04800-BAl1ERED STONE 5 5�� i. DI�IENSIONS SHOWN ON PLANS ARE FROM F3N{SH SURFACE TO FIN(SN SURFACE. �`�� � ;,;� ;��; ti dry stack ,,;r� �-Q STAGECRAFT belaw - see elevat�on ��' '�'` �?`� � 048d0-CONCRETE U�IIT - ���_ y _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ T 0 STONE A136 T 0. CONCRETE 2. PARiITION ?YPES ARE INaICAtED ON THE FLOdR PtANS. UN�IARKED PARTITIONS .�� =� =;;=, NIASONRY; $ ._�:: r��s�i r�'�� i ���� ',.t 'r i�� 'r ��•�� i ,���iv 'r .. �i���J 'r ����r� 'r � 105'-0" �$34l�� � SHALL I�ATCH ADJACENT PARiITION TYPE. ,s�,,,� �� s � af � . ,s� .i s� �, . f! _ � s� . sf s a� � �s 5 1��'-0° �8336�� _-'..� I�I,IPP CULU55Y JFNK5 DL'$C}IS '+f; ;�; - � - 1 - -- - -1 - - f - - _ �- � �,. � � _ _ _ , <„_ .,� _ . � ^,�; }: 'v \ \ II Y�_ ----------------------------------..---..--________------------------ --..------ � - -. °-,,, _ _- 10 $1M. 6 _ . ARTITl4NS NOT TAGGED SHALL BE PARTfTION ARCHITECTS, P c ` �r... ` �r � � � � -- ---- j T ' //.._' ,'f r a v y '" '! 04800-5�'ONE UENEER, \; ' ;'.r: ;.°= M;,,; - - A2 2 06 3 AlL P TYPE i A UNLESS OTHERWISE � � dry stack �.:�.. ,`;_ �- �_';. I � BE OW GRADEE� �____ _, _ ;,�,�;,, - �- -�. .�._. � 0510D-S1EEL ANGLE, .�;�, � I � _ _ SI�1 A22 00 A2 2 04 N NO1E0. �"' " ` ' °�" ' � �f `r 4. REFER TO FINISH P1ANS (Ib2.1.0 AN� IR2.l.t) FOR �NiTS OF FLQOR FINISHfS. Mamber o,rt,ar��aR��,���„��ora,�h��a��, 03300-CONCRETE �;��� ?'' ?'�` �,,\`�. set 6 below grade :N J I UNE QF GRADE � �-�--1-, ;i, '� q S�-ON-GRAOE '.=- *��• "•h;� '��'� B�QNd f ' EDGE OF WriTer S �tir�, 151? Larlmer Street � -::- � r='� F;, ,, �:,�r, ;: - -11 I � � ��E a� � '- - �� ��R '' � 5. All iNTERIOR DOORS ARE LOCATED 6' fR01� FACE G'fP. 8D 14 OOOR �PENING �� � � '� -'. �'° � � ` ���=���_��� �Y„�`� -- -' - - - 10 - � WNEN LOCATED IN A RECESS OR ADJACENT TO A PERPENDICULAR WAII gr� e �e.re, e^ , otoroda so2o2 "�h=• r�• ��,� µl i I=1 I I�I i �..�s� � � � ~ o' o" {s�3s' caNC��r� d � � o ,�: � ��, � .� ���. _ .._._. - - -- - - - - - - - - - - - FauHanr�oN _ - - - - - `,: °`" MAIN FI-(}OR 44800-t1NE Q� STONE��I I '':`' MNN fL00R � � . ° ��- • f - AT N4RTH =111=1I1=11 � - _ � � � I � � ah 9 a fa 303-893-22Qa � c� 343•893-1 9 z , :�. _ �;.� ,!, • �o�'-o' (8336�) ELEVATION I-III-�li :;y �. o �oo' o' (8�s� 1 I � 4 � _ _ _ � _ _ _ _ - E2 ii-� --�� :�- :;,: ���=��� �. -�'i=���=" ��=�� � _ _ _ _ _ __ _ _ .� _ _ _ _ _ _ _ _.. _ _ _ _ _ _.. _.. � LEGEND _ . � '- � � ' ' _ , _ ._....�_..._I T L ..� � o�oa-coNCR�� -- - -- 1 � ' �• _�-I II III- :�;.;�� � I I , 111 ��-,� HOUS�cE�aiNG =- x�''� r --------------� ------------- `��._.����. -!I I i I 1.=1 I �:� ..�;°_ I-i�I-i I 1= I 1 l-1 I 1=1 I �,�`.� -a - 62300-GRAVEI. �I I I I-1 I I- ',w. -�_ I I I�I 1 i-1 I� PAO� see plon I-{I I-1 I f- ':9;�: �` ;�� L -_ ..._ ._ _ _ _.. _..._ _._ ___. ._.. _ _...._ _._. ._._ ._ _... ._.. ._... ..... _.._. ._... � _..._ _._ � ._.._ _ � � ' SUB-BASE = 1-1 I f=1 I �;�. '��� I 1=1 I 1-1 I 1= �' -1 i 1�I 1=1I •:>° , ' �" `�" T `� J `° i ' I� ; � �EC FIRE IXTiNGl11SHER CA8INET „�� Q� ��3��� �,,, � � � � F �:_.� .� , a..�. 02300-GRAVE�,BASE; - - - � � t 0 PADS ` � 03300-CQNCRETE " � �'�"°"�:��,`�`. =1 I I-1{I- ���� °� I I I-1 I 1-I I "' set 12 below � M° ..._. ¢ ; � ° ° � i HOtJSEKEEPING �� MARKER BOARD - SEf INTERIQR EIEVATION S � ��,��� 05100-�� 5�F �1_Illilllllllii � r� fl���lll� .::`,p '� .___ ' N , . . � . � � ; � } ; ' _=�� �� � � ,��, •�;• ma�n floor leve1 �I I�=1 I I-=i I ,,,_ � _, � � � PAD TYP. It -ti I I-I I f - 1=1 I(=1 I 1={1 I f 99-8 $335 7 � ���!T���=)� �:, �,'.� ��=���1�(= ��I��I"�� "' ���=�I�=��1-i 2� -�� Z-� 2-� i � n � � > e � u i r----� ■ � ,,�,._ ,� 048Q0-CONC�ETE �MT - � �"� _� ����I�=1� -���-� y: 1-�?�-�{�_��(- 4'-D° � 3-4 1-Q; 4-4 3-8 > � � NOUSE KEEPING PAD 4 U N.0 - ��;�, �`I3 � MAS4NRY, 8" =i I 1-1 I!=1 I �<,r r;;� I 1=1 I�f I I �11-1 I 1=1 I ;.;�. ,I I I�1 I f=l I I�- � � 7 �__tip� C40RDINATE W/ I�ECi1ANICAL & PLUMBING ;;? 3{� � 03300-CONCRETE � . •' � .a • �Y 03300-CONCRETE . • • ' : . n • ; � � � °�' v -.. . . .d i , , � /, //�� E ,y a a • � ( � � � A' Foo�w� -� ; . r . '• � ` � Fao�N� -� : - •, . '. 4 SCREEN WALL - EAST ELEVATION � � ; �t ,Z° h�aW � �%Eas�.���;``�ip�� °° � � � 023Q0-GRAVEl. BASE ��° `� ' . , NOTE: � � ; ; mam Iloor level ' f '- �' �' A2.2.0 SCALE. 1 4°=1,-�» REfER TO MECHANIClV. � ; ; � p ����'=�i� � , , °�..,�� I & ELECTRICAC DWG'S FQR � ; ; s WALL SECTIDN s WALL SECTION EQll1PMEMI REQt11REMENTS `---------------- ------�-------' , � � S _______1 _ f_i A22OD COPYRIOMT 2fl03 A2 2 0 SCALE: 1 2n=1'-0� A2.2.0 SCALE: 1 2�=1'-D" 4_�n 4��n N r� This document fs an instrument of servlce,and / / A23 DO DOOR WlDTH OOOR WIOTH N os sueh,remains thg property of tha Archirect Permission for use of tf�(s document is limited S��. �62�� ���R w(�Q ���, �'AC� O� � I ond can be axtended oniy by written agreement 048(10-STONE VENEER; over 3�4� �4yW00t� BUILDING � �+ith Klipp Cotussy Janks Du[3ois Arch�tects,P.0 Zp'_2° dry stack, typ sheathin over Z�c2 stael tube iraming 'Pla`�h ` 4 t'-5" 2'-1' 3'-0" 7'-2u 3�-0" 2'-i° i'-5" #, T0. ST4NE °° �--------------------, A2.2.Q4 � � �Q 0' (8341') -� � - -� _ _ <''a � „ _� _ , � �. ._... ._. -��t d- � � � -, .' � -_- � - _ �� � � � � � _ - - ---____ _ 8 �4� � � . � � r yr . ' i ,. �,i ,.. � i i - - v i =� - � - �- I I � � ry �_� . � i _ ---°--' , ��fLN1 �� I � � � I - �_____________ riL. VV - - � � I 1 ' , S/r p �' ��-,- "s, 4 __ _ J 'r ,� S,'.:." 06200-woOD G�rE �- _ - - - _ - � - <i � ~_= - =_=' ; � � � � - � � I i T.4 GRAUEL 048(}Q-COhlC UNIT over 3/4 __- �,'=� _ � ;,"_ ; ' ' ; ° �'`` �-� �, f � � , , , � � ���� ��� MASONRY• 8° �n olvwood st�eothmn M�un r�uurc - - `' - - � � � �' J j `-'°'�^ I I , o�000-37ocyc vc�+ccrs, � T 0. C0�lC " �Y YP 2d4 , , 1Q0'-4' 8336' `° - - - - - - - - �' - - - - - - - - � � r d stack, t � 95-6' (8331.5 t � I 1---I-- � - --� � � 04800-BATfERED STONE; � � I � I ' � � � 06260-WD TRIM; 2xfi � � � � � � f I ; ' dry-stacketl - - � 04$00-STONE VENEER, , f , ,, -' "' 06200-WQOD GATE dry-stacked . , � { � � � F . < ' 6 ^ _.l. .L .L 5/8"xt8' CANE �LT �. 1.. , � 04$00-CONC UNIT„ t� a �2�� SIM -� r" �"I FACH DOOR LEAF; provide pipe I�" �I 4'-$' 17-6 _ M����� $ :., N L ._... �_..._ J sleeve in slob to raceive bolfs L.... .._. ._. .-1 22,-2" 9 STEEL BAR ENBED • A2 2 06 05100-TUBE SiEEI _ fRAME, 2x2 q µ INTO CONCRETE S24 i TRASH CONTAINfR, N � 051 Da-W6x I5 STEEL FOST, , ��� - 18" high, set post 2-0° 5 SIM. " belaw siflb and grout sol�d, typ 2^np W � A2 2A0 �; � � ; � � SCREEN WALL - NORTH ELEVATION 2 ENIARGEO TRANSFORMER YARD PLAN � e D61Da-�Y40D BLflCKlNG, 2X�o, ahgn with t4p of posts A2.2_Q SCALE: 1/4"=1'-0� A2.2.0 SCALE. 1/4�=}'-0" 6 0330C-C 1 P_ CONCRETE, 8" ' a , �a " � , e .. _ . e' . � ; i � �+ �...�.�,.._...� j 033{14-CONCREI"E ��,�;:;���_;�%1e, ..,.:,<,;,.��:�>�r:..,���>`��;Yx;f;; ����<�;�<„�;,�:;�`;��;�::�;s � ( �•:....:��^zx,� �: F. r_ -, ,,:a- :�� � � " , � .� f � � �� �; �-----, ROOM €�Y a i � ELEVATOR J � �IACHINE:<> SlJt�-ON-GRA�E i � ELfCTRICRL � A026 � �w �' A024 �£` A025 � � N �:. t � ENIARGED TRASH ENCC.OSURE PIAN - - - - - - - - - - � ^� -t� - - - - - - - _ _ !- --,=-- _ -w_ _ � _ , E,2 111�.�.� SCALE• 1/4Y""1���n � �0 r__' � „� ` �\�k I 1 �'� t �{c � � � � FW.�.� L� I 1 N �� ..y� �;: L�_J 4 y. I • '1 Y^. .,: �' S'-5° 8'-6° IP27 �; � i ; D00� WIDTH OOOR WIDTN r� '� � --- ---- �.T; � � � ��� _ � �. :�.. .�} A025 ;; z„ ��•- 2 W r 4 I a . ... ...�. .. ... ., _ _ . . . .. .. . . .... .. ..�. O6 04 000 GATE ove 3 o d . . .. .. .... ... ........ .. ....... ...:... ,�. 6 :.n ,.,.-� :� ,;F.:.. >.�. 5 ,... . .., .< . .� ..� . � <.<. .. ....... . ...... , «;: :�..>.,.<._<. �..,.,� s.. ,7 ,� .tg c.�ti 3": ;�>'i,i e:i.>-> / R ..�<. <k. .� �fav'r. :s'= ,:?G.. <�/°° , ...T:. �. K.y .F.,< rL: ...2:.;� ..I�,. �L�. Y%�.'a"�? - A N', r.'<'�'4. w.>. :s� .�:.. �w,..�,...,�...:v:;. ;`:^.w,.,,n,.a, t.r... b.Y` 1... ',. `.. �. :. . � . .�.. 7�. `4r,: /i'.:.`e'i':,i .`lib' �.�:� ;Z:.F �'<,:y>< .:.�, .� ;.'�v�'vA '�a?:: �:- �.r.+. ,Y. .c.� f: '<.(`:C,.�9.'���„: L'. •��%'`�:�>.�,. .,i., .�,�. .�s.:::: .x:�. 2: ,`.�`:.,_,...'".`.;CZYC:>a_v;:>.�;�;�v.,.`":y%a,>:..� a`�c .`1.�.., !. 'F'i. ,i';:,.,. ^"2:'ti:::;'::`";:v;::;::� .,.,>;>.,...,�. ,;:� _�` �.� ,.:�. �.s`:h:.w'a." .�;z%:°?�e., ,> ...ri...:..<,l...:«-:u•.;;f� ..,r-.<,...� :. .. ...a,., , �e ..s ..�v�.� n;::ik o>,xi:�;'�.'�`�i ,c,..x. .::F,.,,u.a O r..a:,: r�.: - < ;#..,....,Y:.<.,.. .a.. v • `.. i.?;'.ti: .t r�:sv".'i;YLcYn.:>.. b.SiF..+.c.. ''�.' i�.. .. .._, _.at4., w . .k �0 . . a .�'X, i. . ,✓ .. .'j�. ,... . .. . ve-....n�:.: « �.. , v. J...._,Z :�:.G.a, ..C. ."-0..i .c..W"n.� �.,. d. . .,h .<5�,. .�o a ..�T3�...�^..... ....YS.....��, i.,. .,.7<.s�. ..M .r.�: .:7..,. ... . ,.. . *>-_.:>.. ,;ia�.�i.,...^l?� ;�,.>..a.n A`st�',_3 :-�',. �o -,�: c '� :. <>.. � :>�s:Y�..,.,w.R... .,.:..� .:e.;i��,•. �qq �qq sheathin over 2x2 stee ube framm , ,,�: �� .; : . ,. ,� - ,;•:�h .�; ��:.��•:r�;:�:>. ..�:;,an::���<M'� rM�: _ _ - - ` g 9 _ _ _ _ _ _ _ _... _ _ ..:3�,,t�sY�:s<. �,.x�.�,, <<�:.,.�. �ms.; <?�K�.o-;;j.v.�:a� �..��,;`�*�'-"�c.'�: a°'`. - - ftL L. liL.L - - �� ..v.r�' ;:x,v ��ry`'.�'X;x�s^;�^_�'&�¢w ��v<.x. �;L�;:c:.r.`.�.nx<6�a<: �°;c.>:"� L�O 048D4-STONE VETIEER; OQ 00 � .; � � N � � � :�<r� �r.�.;:<:s�-_ a:s:�-,.:�..>��. �.. ..:�..xN;.:�;,�'<;.. .'� ..w�: , � ���: 0&200-i"IOJC TRIM, 2x6 ='f � 90 `� �- 9p >,1 k "��,.4 ` i .:,,, �:: F'v.•'"�C..' �, SIN �� " � -� I I I � r- "' ' I I I :�}�r;?�«,Y. ; d -stacked aver „ � ` ��.�;.:..._.s�:_��,s.,.;4;.°°;,;;;,�.. u�s ��.°:.::.�.. 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ALL PARTiTIONS NOT TAGGEO SHALi. BE PARTITION TYPE tA ONl.E55 OiHERWISE i A52.9 A529 NOTEO. KI.7FP CC3LLISSY JF.NKS DL'BniS � ' 4. REFER TU fINISH PI.ANS (IU21.0 AND IQ2.1.1) fOR L1M1TS Of FLOOR FINfSHES. n e c w i r e c r s, P c i I � w 5. ALL {NTERfOR DOORS ARE LOCATED 6� FRON FACE GYP. BD TO DOOR OPENING Member Amencan Inst�tute of Architecta w 65-8 � ' i WNEN LOCAT�D IN A RECESS OR ADJACENT T4 A PERPENDiCUTAR WAIL W�iter Square, 1512 lartmer 5ireet � � 3° gp 24'-7° 3'-i" 6'-8 3/2' 3'-1° 24'-7° �n 3,� � � J� 2�-� �/Zp �1 �. �„ Br�dge Leval,Denver,Colorado 80202 , LEGEND ph 303-899-3990 fox 303-843-2204 �. �.o . _ �. _ � — — — — — £18 ' � �B I t �{B ' _ � N,� FE� FlRE EXTINGUfSHER CABlNEi - i . =- ( I '° 3 ,_T, �� NARKER BOARD SEE WTERIOR EtEVATION �.-e%,"�?`r,°!=�y- � � I 2 B -� 6 � �,`�..;� <w �t3�i:t� r ,�, ��,V^�: � � t.,; :. ' .�; `��:`;,�`°�°�' "�,'�.:`���.:. i � r,,, ;"""�; HOUSE KEEP1NG PAD 4� U N.0 - �! 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S12 S�6 S165 S17 S19 S20 P\2001-028.00 Val Mtn School\2 Draw�ngs\01 Architectuwl\CD\vm-A2.2 Q5 dwg May 09, 20t13 � N, N, FL�4R PLAN GENERAL NOTES 2 - 6�-1" ��5 1. DIMENSIONS SHOWt�i QN PLANS ARE fR0�1 F1NlSli SURFACE TO F(NISN SURFACE. _ �, � 47,18p 2. PART{TION TYPES ARE INDICATED ON TNE FLO�R PLANS. UNMARKED PARTITiQNS � �YB,? %.,, ���1" 54'-8° /YZ SHAII�fATCH ADJACENT PARTfT(ON TYPE. ' 3. ALL PARTITIONS NOT TAGGED SHALI. 6E PdRiITiON TYPE t A UNLESS OTHERWISE _�- - N 34,_8� N�TED. �y8 � �, - ---1� Kt,i�P Ca1.L'SSY jxraxs nvBois - _� ---._._ � 4. REFER TO fINIS�I PIANS (1D2.1.0 AND E02.1.1) FQR UMITS OF ELOOR FINISHfS. - - �---�.'�- - 12, „ ARGHITEGTS, P t _ --_.._,_.___ � l i 10 �4>_8° °' ^ �— � "------- _ .`� ' N3 WHENILOCATEDgIN�A RECESS OR ApJACENT TO A PERP NQICt1L1R Wq�R DPENING Ma m 6er Amsr�co n Ins1i W la of Arch�leGs � _ �_ 01 � ' , . 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I N 16 � I r ; ;�--�--�.__ �, °' ' `_�__;` ___..`� , , _ - _ � 1= I � � r ;r �., � ,' -"_--r--W ; - I o I r � ! � --_ � - r_;.____�__ �'-a � s'-�A s'-4° �'-o° � ' ► _ ; .__ �___--_.�' °° , —— — — — � �; ;------------ -------------- - � ' ------ VAlL MOUNTAIN SCHOOL j I — — -� �---� � �° ` � � i � , , 9 , ° g ______ _____} � 'r,' Vail, Colorada z `�� � ' � ► � � -- � J 122=3° ' i � � � + 41 � � � 6'-g" ��.3 ti'-t° 6'-9° 3'-2" 6" 7'-3" 7'-3" $ 1 + UPPER LEVE1 PUIN- AREA 'C" gU gp I �r � 26'-1" � �� � _ Z6'-8 1/Z" ! � �QY �, 20� r i �'� � S1 15'-9 1�2" 1 � + � i S? 16'-g° i � _ , - s� 16'-3" r i � „ i _ � FLOOR PLAN - UPPER LEVEL AREA C s¢ �6-3 S. 9 � ' � �R,� M . � ss � ,��_o� � A2.2.6 A�.� s SCALE: 1/8 =1 –0 , KEY PLAN S6 S6� � I S7 � � > P:\2001-028 00 Vad Mtn Schao!\2 Dra�rmgs\01 Architectural\CD\vm-A2 2 O6 dwq May 09, 20(f3 - �ENERAL STRIPIN� N�TES FL�4R PLA�J GENERAL NOTES . - i 4 � 1 � •l � � � ""_'._____`��_.� _.� _ _ _ _-_..�,.� -.... '___ ___._.'_____ � t. OINENSlONS SHOWN ON PLANS ARE �ROM FIN{SH SUR�'ACE TQ FINISH 5URFACE. ;� %�� � � �` � , �l � ; i ` ' 1. AliOW STRIPiNG 2 WIDE UNLESS OTNERWISE NOTED, ALLOW F4R 8 COLQRS - - - - - ���� - u " �r ! � ' � � i -� ;; , R 12.3 i 2. PARnIIOFt TYPES ARE INb1CATED QN THE FLOOR PLANS. UNMARKED PARTItIONS ;� �--''� - - `��Y, � , � � � 2. Atl DIMENSIONS ARE TO THE (NSIDE OF COURT STRIPIN6, U.O.N. SHALL MATCN AQJACENT PARTITION TYPE. � �. �� � � � <, ;` ` '' " , -- _ ; ' � � 3. Att STRIPING TO COMPLY WITH LAT�ST EDITIDN OF NATIONA! FEDERATION OF '` `� �' � ' � � �� , �;� ` `° STATE NEGN SCNOOL ASSOC(ATIONS FOR COURT STRIPING REQUIRfMENTS. 3. ALl PARTltI0N5 NOT TAGGED 5HALl BE PARTITiON TYPE tA UNLE55 OTHERW15f t, � � ; �__ __ �,��_ ;fi _ NOTED. = - - - - -- -�_�_�_ _ -- �--- ---� _ ,-=--,-__-=---- • - --- -_ --- w-- - E12 � _ _ ___�- ---- - -------------�----- -���o;� x��I Y P c o�.v s s Y J��x s n u B o r s 4. RFFER TO SHEET A2.2.3 FOR GENERAL CONSTRUCTION NOTES AN� DIMENSIONS. 4. REFER TQ FlNISN PUWS {lD2.1,0 AND IQ2.1.1) FOR �iMITS OF FLOOR FINISHES. � A R C li I T E C T S, P c � GENERAL STRIPING PRIORITIES 5�-S�� �°°� ' 5. ALL INTERIOR OOORS ARE LOCATED 5" FROi� fACE GYP. 9D TO D60R OPENING {,-.,, q „ ° Mamber Americon lnsldula oFArchAec�s WHEN LQCATED fN A RECESS QR A4JACENI TO A PERPENDICULAR WALl. 1'-0'3'-0 1'-0 OPEN TO BELOW ` Writer Square, 1512 �nrimer 5tr�set ; 1. NAIN BASKETBALL COURT (I�AIN G17d). - - - - - E10 sna9e L��e�,Denvsr,cai��o�o so2o2 LEGEND � 1A � ����' R��� o ' - �` � � � ph 303-893-1990 fax 3Q3-893-22Q4 2. MAIN VOLLEYBAII CdURT (}�AIN GY�1}. ,v�:� ��., � EZZANINE °� � . --= i FEC FIRE E�TINGUiSHER CABINET � " �_ - � �» � I R 3. PRACTICE BASKETBALL COURTS (I�AlN GYM). 4. PRACTICE VOILEYBAII COURT (MAIN CYNj. j�B NARKER BOARD - SEE IMERIQR £LEVATION ; i', " ' ' '� '`����'` "' � j ' ! '- t^s;`t,� �'L 5 �f��;�i 3�..��\ ,c•" ;ti. � � �, � .�..�.,._,�+��3� .��t I 'a �" �a "'T 5. �lAIN PRACTICE BASKFfBAIi. COURT (AUXILARY GYi�j. r--�-� ' ' ICG14 pp_ RNtiNG � �' '�`�`� �,'r=; '�+ , , HOUSE KEEPING PAD 4" U N 0 - � ; I � � � � t i i r.�- r�y c°� �__HP; COORDINATE W/ MECHANICAL & PCUMBiN6 FOR IOCATI4N AND SIZE i 'i I�; � � �- ; � �'! _ INE OF CAIWALK _ _ - ��' � ' E9 � �_C'�,h E��� ` �' � ._ _ _ _ _ { ' ��... ol_ 7 � �=+ i E i�� �''._!� S,� - ; I ; ; ! ��.�.� � 03�'��,� �..� :�t�,����....�..� ,ti� - - - - - - - - - - - - - 15'-6" 29'-Q" 15'-6" .��� ����, , . `-12700-TELESCOPINC BLEACHERS. Z-8 CLOSED PaSlTION ��-$s S19 S24 S2� S22 COPYRIOHT 2003 PRACTiCE V011EYBALL �OURT 30� x �' PRACIICE VOLIEYBAIL COURT 3Q° X sa� 4 MEZZANINE LEVEL PLAN- ARfA C This document,S a� �nstrument of servica,aRd as such,remains the properry of the Archiract_ Permission for usa of ihi�dacument ts Itmited �-L f SCALE. 1/V»=I'-�� and can ba eatended oniy by wntten agreement I V � with Klipp Colunsy.3enka DuDoas Architacts,P.C. t � , I 3D600-FOtDiNG PANEL , , . � ,� ' PRACTICE BASK LL COUR 3Q X 54' I PAftTiTION PRACTICE BASK BAtI. GOURT 30 X 54 PRAC�ICE BASK BAtl. 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CEIIINGS ARE TO 9E 9�-4' A6dVE FINISH FLOOR, UNLESS QTNER4YISE NOTE�. � 2. SPEAKERS, SNUKE DETECI'ORS, AND NEA1 DETECTORS ARE IO BE CENTERED WITNlN CEIiJNG ELEi�ENTS. CENTER Atl CEILING I�OUNTED ITEIu� IN ACOUSTlCAL PANEIS, iH G1fPSUU 80ARD SOFFITS, ANR BETWEEN OIHER CEILING �lOUNTED FIXIURES (TYPICAL). 3. AlL GYPSUY @OARd SOFFRS ARE TO BE AUGNED WiiN TNE FACE flF ADdACENT NAS6NRY COLUi�N OR PILASTER. K I i?P C U r U s s Y J N N K S D U B U 1 S ARCHiTECTS, P C 4. 5PRINKLER HEADS bRE TO BE CENTERED WITHfN CEfLING ELEI�fNTS, ACOUSTICAL CEILING PANELS, AND 9ETNEEN OTHER CEILING MQUHTED fIXTURES. Mgrnber Amencon Inshiule of Archiiecis 5. COORDINATE ACCESS FANEL LOCATI4NS W1TH LOCATIONS QF 4THER CEIUNG MOUNTED APPURtENANCES. Wnt�r SqUOre, 1572 Lar�mer Straet 6. REFER i0 ELECTRICAL APiD �IECHANICAL DRAWINGS FOR FlXTURE 1YPES. a.�d�e���4 Dsnver,Co3a�Qd0 SL72O2 ph 303-893-199� fox 363-893-2204 7. GYPSEII� BOARD CEILINGS UP TQ AN 8'-9' SPAN MAY BE FRAb1ED WitH 3 5 f 8" 25 GAUGE MEfAL STlJDS SPACED 24' O.C.; AND GYPSU�i 60ARD CEIlfNGS OVER $'-9" AND UP TU 1D'-9" SPAN �IAY 8E �RAMED WITH 3 5/8' 25 GAl1GE �IETAI STUDS SPACED tfi" O.C. - CROSS BRACE 10P 0� STUDS WtTH 1 5/8" 25 GAUGE METAL STUDS 48'" O.C. GYPSU� BOARD CEILINGS OVER 10'-9'° SPAN �., -�-�_-_ �_-�-�------��. SHAfi BE FRAI�ED WItH SUSPENQEll MEFAL GRILLA6E - HOLD GRIIiAGE 1" CIEAR OF PARTIT�ONS ANO INSTALL METAL EDGE AT ,;�'�f F- k'°;a�:.,� �; � �',, vn�t�;•.� �. PERIl�ETER Of GYPSUN CEILING BOARD. -' � e. -�°��,. ;°,, J� ;%�°``��•�'�'"�� �"a %��� Ya 8. CONSTRllCTION fIRE RA?ED PARTCfIQNS, INCLUDING TAPING ANQ FINISHING 4F GYPSU�I BOARD FOR FUtI NEIGHT TQ STRUCTURE Iµ���qt� ����"� '� ABQVE, SHAtI 8E IN ACCORAANCE W/ MANUfACTURERS AIRECTIONS TO ACNIEVE RATiN6 INDICATED. rf ���`��z�'�� M! � �',� �ill Y.f 9. SQUND ISOtATION PARTliIONS SHALL BE SEALED AIRtIGHT FOR FUIl HE1GHT TO PREVEHT PASSAGE OF AIRBORNE SOUND. TAPE '�` � � �;�� AND fIN1SH ALL GYPSUM BOARD JQINTS AND fASTENERS, PROYIDE SEAtANT AT PERINETER AN� AT All PENETRATlQNS. � �,� ;� .�.�?�,� 03 �, 10. REFER T� I�ECHAN�GAL dRAWINGS F4R IdECWANICAL SYSTEl�'S, INCLUDING Nll�1ldBER OF SUPPLY AND RETURN DUCi'S. ��,��`i;!��'�-_ �`f't�' A ��� ������� t1. REFER TO AND INTERIOR ELEVATIONS FOR SCQNCf LfGHTING FIXTtJRES AND LOCATIQNS. �"�>_-���"`°� 12. ALL GYPSU� BOARD CEILINGS T4 Bf PT-11 UND (REfER TO FiNISH PLANS ID2.t.0 AND ID2.1.1 FOR FiNISH SCHEDUIf} COPYRlOt1T 2003 i3. Alt GYPSUI� BOARD CEflINGS � 11'-2" FO 8E PT-t2 UPlO {REFER TO fINISH PLANS ID2.1.0 AND lD2.t.t} rh�g ao���+en<�s Qn Instrument of aernce, and REFLECTED CEILIN� PIAN LEGEND as S�Ch,remci�s tha property of the Archited Permiastan for usa of this documant ts I�rr�ited and can be extsnded only by wntten agreamsnt with Klipp Coiussy Jenks DuDois ArchitBets,P.0 m �+ IX!T IfGHTS �� ��� � RECfSSEO INdIRECT CO(}RDINAiE tOCATIONS wfTH ARCHITECT PRIQR 30 ROUGH-1N � U RECESSED DOWNLI�HT � RECESSED COVE Uq-ITING �J OIR£CT INDIRECT PENDANT PENDANT (CNANDELIER) � � f ! r � TRACK 11GHilNG � PENDANT � ' � + � � � SURFACE (tx4) � ' i 1 ,' o i � � 5URFACE MOUNTED SPEAICER Q SURFACE BOWL � � r � � � _ � ? � tNAC SUPPLY DIFfUSER ! , � , , � ;' � • � � � -��`::w� 1 HaUR TU�NEL �BOVE CE�t�r�G ' <;;,:`<�<:��� � � "`" `�'s" NVAC RETURN AiR GRIL� � ELEVATOR ELEVATOR , � A026 �CHINE ,� , 'I A024 � �_�___-_�___ _____�___�__..__�__��_�_-_�____ LLG4UU1� OTS .. _«�.....��_..�...___.�.�.._._�.�.__�__..__-_-_____-_ _____ _` f '-_ r � � � � i � � e � � i � i � �...,.... ..... ----r- E12 1 HR 1'CEIIING EXPANSIQN JOINi' iI Aq25 -`- � D f.S 804K , � STORAGE --�����••••—�••---••��• SQUND BIANKEf � I GYP 9D C£ILiNG A023 i � RE: A321 FOR 1 HR W3TH SOUND BtANKET , INFO � , �----�.------_—_ _—_----- -- ------ - -;-- - - - -_._._.—_ _______---- ------------- ----------- E�o I i i -� - iccaz i � ----___ __ 1 I � �-- `� f ' � � , �� - ----------- -------------------- � � � � � , � � _-- - - - -- - , - - ' ! � " !yr~Q JY O O O` �` � I � TYPE 1: 2`X4' GRID WITH TILE TYt E 3. 2'X4' GR� WiTFf � I � I I VlNYL FACED 1'iLE , , , A012 ;--}------- - ---- - - - - - - - - - ----------- - _..—...__.�...._.—,.._.�--- ' --------------- Eg �;���. • �r�`��-�� j ! , , � � � � � � �� �E3> i I ( sra�cE a -�o 0 1 - c � o � - o B-� o ( � .�`� ' � , , Ao22 , � � I � � �[� � A a — ( I o.r.s � � �� � •� .Jy � h 1 I 1 � � Q Q Q O � f-..` � j � � � �� s:�.�,;� `' � � , , , TYPE 2: 2'X4' GRID WITH TEGULARE TILE �PEN TO STRUCTURE .�� ' � --�---0 `� —�-----�--- --Q---fl-- �-----�--------- - - - --- � - -- - - --- - ------ --- -- --- -- - { - ---------- E8 ����r1 � ;.���`l`;,� ! ; �;� ^ +,�v I } ii ! � � ---------------------�N ----- -_-__ _ ___LL]1}D=PEOdE�TiQ�i.------------ "' ' ` ' GREEN ' ' I � , , L� ------ -- � scRe�� � � I� � � i � ' � � i � � � ' � � � � i a � � � � i � � � � ' � � � � � i �w i � i �w � rr i r.r i � � �� I 1 � 6 G 6_ G B. � 1 + I r 1 �1 � � I I IyvW � 1 I „1 � � 1 � � � ��� " i ' GYPSUf� BOARD CE�lNG W1TH CONTROt JDIMS GYPSUI� BOARD CEILING � � - �-_�-_--_--_---_-- - - ------ --- --- ------ --- ---- - - - - -sro�RacE -- - - --- -- - -- -�- _�._r.�_________-----._ E7 , ' � I -^ 1 i 1 � 1 �1 �i i A� I �2 I � � � � ��� � � � 1 1 � _ � � I �� , {;,,, OPEN TO i , ' 1_�A 1 �VYL 1 � � ARCHlTECT S PROJECT NUMBER 1 � I MEC�R001� fl�r Fl� AQ10 �_..�..._ _�....._____.-----�--- ---------- Eb.S ?nv�i .v�v� � ��� I ( I ' ISSUE: � ! i o � � � � i � �-�- -- - - --- --- --- --- ---- ---- --- - - --- I --- _____._���_ ____....__.__�_�._._ E6 IMRUM �S�N DEVflOP1dEN'f NOVa1�R 19. 2402_�,, { � T �,__._.._ � OfSIGN DEVELQPNFM FEBRllARY 14, 2003 ° � ( � QESIGN QEVEI.W'�IEt� MARCN 17, 2Q03 Q ( JANITOR ' ''' "''' , � � I � , � CQ�lS1RUCT10N DOCUNEMS MAY 9, 2Q03 � i �r ] A0t5 f � � �-_-a-- � I � , � -� � �L_ _ ��__ L i-1- J--�-I-� , � �_ � �1i 1 Yi-L�-1-i1i -�-L�-�-i-i-L�-L.i.l.-�-4 ��__�.. _.�S..f�.. � � i `...��_�__ __y � �_______�_ `�+ O �t� -ri � I �...--. .v 0� � � � ++ 1 �`�► � � � � � ' CORRIDO 2`-� - - F � , rTA1R � f � �� �! � 1f f� , i� li n ��Q u ;ti i t' � ,"� p, 1 1 �N I I � 006 � � � � I � � � � � � � � , � D12A�IR�t. 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CENTER ALL CEIUNG � �IOUNTE4 1TEN5 IN ACOUSiICAI PANELS, 1N GYPSUµ BOARD SOffItS, ANO BETWEEN DTHER CEILING MOUNTED FIXTURES (T�'PICAL}. 3. All �YPSU�1 BOARD SOFFiTS ARE t0 8E AUGNED WITH THE fACE 0� ADJACENT NASONR1f COLUMN OR PI(ASTER. d. SPRINK�ER HEADS ARE i0 BE CENTEREO WITHIN CEIUNG ELEUfNTS, ACOUSTI�AL CEILlNG FANELS, AND BEtWEEtJ DTHER CEILJNG K r.i N N C v t,v s s Y J�N x s n v�a v�s 440�NTED FlXTURfS. A R C H I T E[75, a c 5. COORQlNATE ACCESS PANEL LOCATIONS WITH LOCATEONS Of OTHER C£ILING MDUNiED APPURTENANCES. Mamber Amencc,n Ins�iiuie of Archriec�3 b. REfER ?0 ELECTRICAE.AND �IECHANICAL DRAWfNGS FOR �iXTURE IYPES. WHterSquara, 1512 LarimerSir�at 7. GYPSUN 80ARD CEILINGS !IP TO AN 8'-9' SPAN MAY BE ERAMED WITN 3 5/8' 25 GAUGf METAI SNDS SPACED 24" D.C.; AND e��sa��e�,benver,ca�o���n sozo2 GYPSU�I BDARO CfILINGS OVER 8'-9° AND UP TO i4'-9" SPAN �1AY BE FRAMED WITH 3 5/8' 25 GAUGE �IETAE. STUDS $PAGED 16„ ph303-893-1994 fax343-893-22Qa O.C. - CROSS BRACE TOP OF STUDS WITH 1 5/8" 25 GAUGE META� STUDS 48" 4.C. GYPSUM 80ARD GEILtNGS OVER 10'-9" SPAN SNAII 8E fRAMEa WITH SUSPENDED MEtAC GRILtA�E - NOLp GRItlAGE 1" CLEAR OF PARTITIONS AND iNSTALi. �IETAL EDGE AT PfRIME�ER Of GYPSUM CEilJNG BOARD. �yjT 8. CONSTRUCiION FIRE RATED PARTITIONS, INCLUDING tAPING AND F1NlSNING OF GYPSUI� BOARD FOR FUII HEIGHT TO STRUCTURE ;j':r�E;;" �'4��a°\� E';�r�`r«r\y'. AB04E, SNALL BE IN ACCORDANCE W/ MANUFACTURfRS DiRECTIONS i0 ACHIEYf RATING INDICA?ED. ;�% � � ��.��-�- r;�'..�. '�'' �_ ,y" `"`� ',Y%'.> �� �e'k; �r, E18 9. SQUND ISOLAiION PARTIilONS SHAII BE SEALED AIRTIGNT FOR FULE, HEIGNi TO PREVENT PASSAGE OF AIRBORNE S�UNO. TAPE � �"� ��R=� �� ¢ Nj� ANO FIN(SH All GYFSU�! BOARD J4lNTS ANQ FAS7ENERS. PROYIOE SEALANT AT PERINETER AND Ai ALE PENETRATfONS. � `�^� ��'�`� � � CV O � N 4 �1�islF.`(i � i0. REFER TO �iECHAN1CAl DRAYJlNGS FOR l�ECHANICAL SYSTENS, INCLUQING NU�iMBER OF SUPPLY AND RENRN OUCTS. I �?�;� p.� � 11. REfER TO AND INTERIOR ElEVATlONS FOR SCQNCE LIGNTlNG FIXTURES ANR L�CATIONS. �`����.� 1 D ti•� 12. ALL GYPSt11� �ARD CEIUNGS TO BE PT-11 UN4 RfFER TO FINISH PW�tS ID21.0 ANp fA21.1 FOR FINISH SCNEDULE �\�� S���s���� � � � ) �1D1� ' 13. ALL GYPSU�! BQARD CEIUNGS � 11'-Y TO BE P?-12 UNO {REFER TO fIN�H PLANS ID2.1.Q AND Ifl2J.1) A1� COPYRIOHT 2003 � ��S�� � E CtAS ROOM REFLECTED CEILING PLAN LE�END 1J,J Thls doCUmpnt is on insYrUment pf sarVl�e,o�d ST �� 2 as auch, rematns tha property of the Architact �i 'E Parmisslon for use of thls document is limitad and con 6a eafiended only by wr�tten ogreament � � � �i L��S � '� " RECESSED INQIRECT "'��th Klipp Colussy Jenks Dutiois Arch�tecis,P C. COORDINATE LOCkTIONS WlTH ARCHITECT PRIOR TO ROUGH-�t �t �t � O RECESSED DOWNL(GNT � � � � � RECESSED COVE L�iitiNG ,-�C'"'"�'--�-"'"�'- -' QlRECT INOIRECT AENDANT N � N �� E17 - - -- - —� --=�;, - PENDANT (CHANDELIER) STNR 003 - E16 � � TRACK LiGHDNG � PENDANT STORAGE � A144 �.8��1 9_' �""`-�--- � SURFACE {1x4) ccaa � ��5 �"---- ' C[ASSR00 g'ttp �' �'��"' ; E14 � SUR�ACf MDUMED SPFAKER � SURFACE 804VL At4 A151 — - � � - — – o ICG08 � FNAC SUPPLY DIFFUSER � t2-8 O 9 9 � A�i - _, •.4,,�.V,�,r� 1 N6UR iUNNEL ABQVE CEILING � � C�'�8..-_�8_� � °°k,`%�{n"��� � tNAC RETURN NR Gft(LL ICG S � - �F;;,.,:,�.� -��/ � V O O - N `�"� _ j Q$ 4 (�14 �, ``"" �__„ . 1 HR '•'.."..'.,"•`.' 1'� CEIt1NG EXPANSION J4BdT .�� a �'�""c�— .I s�� - .. ° �� s�— � rE� t�e " ,�,�. _ .���_.�_ . .��_.u� __�.�.�... �.-- - _ _ °-o°z'-o° _ _ _ z A1�2 - SOUND 8lANKET w�e�w��s�wwasww�ee�. � 6 � � � 3'-6" 3'-fi" 5' EQ �_ - �, El3 1 HR W{TH SDUND BWdKET O � a I � GIRLS STH GRADE � � � � • �d- l l Y 8' 1�1 2" 5'-1° -i] 1 -0 - 142 ° � A154 � - �Q O fd . i+t�f� � �6 ' — � O �i ��,trl 1 4 - �, - " �" l ��� A1 �„� O ICGO 0 � 4�_�° �.7 � ; CQ PUT R LA - A14 � OATA N � lAS5 OOMI _ � '° o p� 4 10 U IYPE t: 2'l(4' GR� W(fN TlIE iYPE 3. 2'X4' GRID WlTH - p3� � V1M'L fACED TILE � O OfL t _ F — � '�- !r ��i r t r�, � rl 11=2-� � " '' ' T ELEVATOR � 14-4 �- A126 - � 10 ao -4 ,�,'�'�„� �b -�II�!' � p p � - �� f 12 (` ��� '��(� IV1L� �L�IJU ��— � � ��� �LV�O t n � n i n G3 �'—Qp m _ — � O�.J :/; ei�f✓S.t 81 t0 4-0 � 4-D 4--0 4-0 � - W 10 o c� 11-2 GALLERY HALL [� w _ A100 ` E1� � � � . I� ; i ! '�li� I!�q� �i � ��� i II� �.�. � u s 1 h i�I �I ' �I� , t, � t � a �n"" �3 � � _ �G08 1 4 [CG07 � � Al2Q 3-4 3'-0 3-8° O 3-8 TYPE 2 2'X4' GRID WITH TEGUTARE 11LE OPEN TO STRUCTURE � ., � � (Q�� �—► _ W� � � � _ L3�7J �� < ����;3' "LJ O ��—O [' � k 8 T p�f p q ' 2�T a� � ._ a � � L�0 ' � V ��"r�� S1QIViUE V 2 V a7 � �N y��.r� �[ � �t.T�,; Ai 27 o G.B. �B IC �� ���� „<<� � p ..� � �F CE _ - Al2 -3 A13 PRACTICE GYPSIlM BDARD CElIING WITN C4NTR0�JOIMS GYPSUM BOARD CEILING ° A112 - ------ -------- � REFER TO A3 2 U = HA ,r ---- ---- ' � ° fDR LAYflUT �4�t�7 ' � o 0 i ii � � E.� � � US1C : ------ --- - --� RE� L Ra � Ai14 111 ` ao2a ❑ RFFFI� �� �� ,°,� t _R - ARCHfTECT�S PROJECT Nl1MBER TQ _ 20�'1 .025 � n�z 4 - srai� � �su�: " E8 INTRU�! DES�N DEVEL�IENT NOYEMBER 19, 2002 r,, � { OESIGN OEVE�OPqEM FEBRlIARY 14, 2003 � _ 0 p ���`` DESHK�dI UEVEI.OPiIINT I�ARCH 17. 2003 � - Cr� CO MONS PAt 15 E � �hISIRl1CTtQN DQCUNINiS NAY 9. 2063 � 1 t A � Al}�T081UM , ,{ a R��Ek 0 UPPER O C? A1 i(i - �� --_-- °�--' 0 - E1 LEVE�PUW _ Q�2 VESIIBULE A131 ��R ��� ��= MH/JDP -a -a - £6.5 CHECKED: TM/GC � REY�IONS: o Es m�usr � A134 STORACf A137 o ❑ E5 SERUICE A111 � VAIL MQUNTAIN SCH40L — Vail, Colorado s�acE STaGECRAFf A135 At36 � T S 0_i.S � MNN LEUEL REfIECTED CEILING PLAN- AREA "A' - May 9, 2003 ❑ E2 E1 l AREA A � � REfLECTED CEILING PlAN - MAIN LEVEL AREA A � � Z A3.2.1 � A3.2.� SCALE: 1/8n=i'-0" �oRr� � KEY PLAN � P:\Z001-0280(1 Vad h�tn Schoo{\2 Orawmgs\91 Architectural\CD\vm-A3,2.Oi.dv+g May D9, 2003 t . ,� REFLECTED CEILING PLAN N�TES - � ��� N59 N6 N7 /V9 N9.4 N10 10. Nll � t 116 N12 t, ALL CEIUNGS ARE T8 BE 9'--0� ABOVE flNISH FI.DUR, UNLESS OTHERWISE NOTED. � �"" '� 2. SPEAKERS, S�IOKE DETECTORS, AND HEAT DETECTORS ARE TO BE CENTERED WITH{N CEILING ELE�iENTS. CENTER ALL CEILING • �_.� � � � - MOUNTED IiE1�S IN ACOlJSTICAL PANEtS, tN G1fPSUY BOARD SOFFffS, AND BETYVEEN UTHER CEILIlJG MOUNTEa FIXTURES (TYPICAL). � _ � � 3. All GYPSUI� BOARD SOfFITS ARE TO BE ALIGNEQ WITH THE fACE 4F ADJAC�IT �A50NRY COLU�IN OR PILASTER. � � � 4. SPRINKLER NEADS ARE Tp BE CENTERED WITHiN CEILING ELEI�fNTS, ACOUSTlCAL CEIUNG PANELS, ANO 9ETWEEN 4THER CEILI�G K t.I P A C v r,li S S Y J r:�t x s D t,�B�t s � MOUNTED FU(TURES. A R C H I T E C T 5, P c ■ � � 5. COORDINATE ACC£SS PAHEL LOCAIIDNS WITH LOCAT44NS OF OTHER CEICING ldOUNtED APPURTENANCE$. Member Amencon Ins�itu�e of Arch�tacis � � 6. RE�'ER TO ELECTRICAL AND NECHANICAL DRAWINGS FDR FIXfURE tYPES, wr�re'SQUQT9� 1512 Loren'igr StregY _ . � ■ � „ � � Bridge Lavei,Denver,Colarpdo$Q202 7. GYPSUM BOARD CEIUNGS UP TD AN 8-9 SPAN �IAY BE FRAMEO WffH 3 5/8 25 GAUGE 1dETA! STU4S SPACED 24 4.C.; ANQ � � GYPSU�t BOARD CEILINGS OYER 8`-9° AND llP TO 10�-9' SPAN 1�AY BE fRA�iED WITH 3 5/8" 25 GAUGE MffAL STUDS SPAC�D iS� ph 303-893-7990 fax309-893-22Q4 / � O.C. - CROSS BRACE TOP OF STUOS YIITit 1 5/8` 15 GAUGE METAL STUDS 48" O.C. GYPSt1�l HOARD CEIIiNGS OVER ta'-9" SPAN - ■ SNAlI BE FRANEQ WITt{ SUSPENDED NETAL GRILLAGE - HOLD GRILLAGE i' CLEAR OF PARTffIONS AND INSTAIE.I�ETAL EDGf AT � � PERINETER OF GYPSU�d CEILING BOARD. ------�-. �,":=--------�__, �-'' e• �y��\���y � � 8. CONSTRUCTION f18E RATED PARTITIONS, INCLUDIN6?APING AN� fINISNING OF GYPSU�! BOARD fOR FULl. Nf1GHT TO STRUCTURE �,�-'��'�,� `'� � "��y� ,,�.�-=4•�� � 9 ,� ABOVE, SHAtI BE fN A C C O Rd A 1�C E W/ �I AN UF AC i U R E R S DlR E CTiDNS T O A CHIEVE RATI NG INDIGATED �,�'�" �- ` �'`�°� ��Q � �p � � � � � � io , � ��D �,�� a � N � O N N 9. S4UND tSOLATION PARTITIONS SNAIL BE SEALEO NRTIGHT F�R FUII HE(GNT TO PREVENT PASSA�E 4F AIRBORNE SOUNU. TAPE ' : ;��" `i u � � � �-� ■ ANQ FINISH All �YPSUM BDARD JOfNTS AhfO FASTENERS, PROVIDE SEALANT AT PER{I�ETfR ANB AT AL� PENEiRAT14NS. � �; ��r,�;c; � � �rs 7�� � � I � � 10. REFER TO I�ECHANICAL DRAWINGS fOR l�ECHANICAL SYSTEMS, €NCLU6iNG NUI�NBER OF SUPPLY AND RETURN DUCTS. ����� �T �, � � - - � —- - L�+°`�.�..,�„�,,..7�,,,r' 4y .� � � s r,� 11. REFEft TO AND INTERIOR EtfVATiONS FQR SCQNCE lIGHTING FlXTURES AND LOCATIONS. ,�Y.�-{�.'� �,��"�� � t B�T � 12. AlL GYPSUhI 80ARD CEIUNGS TO 8E FT-11 UNO (REFER TO FINISH PLANS lDZf.fl AND ID24.1 �'OR FINiSN SCNEDULE) - � �� R�� _ CtASSRQO ■ ��S�� t3. ALL GYPSUl� 80ARD CEILINGS @ 11'-2" 'ro BE PT-12 UNO (REFER TO FINISH PWJS ID21.Q ANQ 1�2.1.1) � 8 52 i ST � � �� COPYRtaHF 2tl08 � B, 3 � A3 REFLECTED CEILING PLAN LEGEND This documen4 ts an �nsirumant of service,and � _ � as such,remafns ths proparty o i a Anc ltect_ � ` R Permisston for use of thts documant�s limdad � _ � and tan ba extendad only by written agreomant � � � �� ��.�� with Klipp Cotussy Jenks Dut3ois Architacte,P C. , � COORDINATE LOCATIONS WITH ARCHITECT �' � '�' RECESSEQ INDIRECT _ ` PRIOR T4 ROUGH-1N � � O RfCESSEQ OflWHUGHT � � � � � � � 'I II ' ��� [�r��1�1�Iltl���1�A1I����1 1�� `1i��.i N . N �,. �� � RECESSED COVE LIGHTiNG � aIRECT INDIRECT PENDANT � N � �PfN TO ■ I A6QVE S1AIR � ST�lR � 003 PENDANT (CFfANDELIER) � � G g. STORAGE � -- -� f ■ S A144t � TRACK LiGHTING � PENDANT - Bt44 I� � � � � e � ccas , M. � SURFACE (tz4j � eis� � I i l ----.,. _:�.1 � � � _ � -- � _ CQJ� j ( 2 8 ( I � i } � SURFACE N011NTE� SPEAI(ER O SURFACE BQWL -- � ICf08 0 � ICG08 � � � = R � 1 I I - � Tait.�r � 1 ——�— � �i � � � � t t- � ——�—� � HVAC SUPPLY f�fFUSER • � _ 614 1 ( A143 � IC� 8 ;<<::�� ,`�' �.o " �?>>;��'°`ry^':"5",;, ' � ' � I REA ING ( k , I o � � �:,�,.,�;:�:;^: 1 HOUR iUNNEI ABOVE CElLfNG HVAC RETURN AIR GRILL "'0 � � - � I 8 p ICG 8 O � � p _� � I � • � � (��(}4 � � � � � � I � I 0$ O ICG04 �� �u.�,_..� _ y. 1 _W, � ' ���� 4 ��-�� � a � 1 HR -''' .'.�' .- f' CElIING EXPANSION SOiNT � - _ ' � � t D � I I _ t _0 ! � _ I _ * -0'2'-6 � 0 � � I i ——�•——••••••••-•- SOUND BLANKET _ o o � eor°s ° ,-� I I Q' C� ! I ,-2�' ( � � � - C� -t � kASSRO(l � Bt42 � � p ( ( � LI � � 8' i�t 2° � 5'-t" � -11 1 -0 -U 1 � MR W�H SO�ND BtANK�T _ 8150 ' I�� � � o � � (� � 1 � � � � . � �� � = � -- � R� � � B103 O � � o Q � � ��� o o � ____ _ Bi2 - �, � � Bt0 ( � � � � �� -� A S T H - ,�/�x s�• - ELEC. ATA 81 1 10-4 � ❑ o *r����* 6124 = � B122 321 �2� 4 � O 612 IYPE t� 2'X4' GRID WITH iltE IYPE 3. 2'X4' GRIO WITH �,����� `��� � tt- w � t -4 VINYL fACED T1LE IC6�8 � O.T•S1 � � � t f0-0'� _....._._._.�— .._.__.._. --------- -- ---------- ---- — ---- -- _..___._._ li- Cll� _ IiALL ��U ■ � s � n.V�6 r ,r r w C r���,��1� � ��f��> ��� o � � e�io ¢-a 4-o ¢'-a a'-o � �'��.. ��•' � �.� E �� �� � J� �� Rtl�' ��� I iil i i� D1 O � it i ! f" � 14 4'�1 O.T.S �., � C�-�a iccos = icco� r o � ICGO7 �6� � t �; ��#F � _ , -o � - TYPE 2. 2'X4' GRIO WITN TEGUt�RE TILE OPEN TO STRIJCTURE � � ; . ,;� ..._.._._.---- -- --------- -- -----_ ---- -- — ---_._. _...� — � ASSI ANT to-o � 1 0 8 ■ C.3 .� ���<�k �� �� � � TOILET 8119 � 4 STORAGE �' � ,��`� 6132 _ TOILfT 9-o f icca� ICG08 I , � � A127 0 ��,� „ �.��*�' G,B O ��� � � � t� t ,�, ,����,��� B�� RECEPTIDN i I 1 -0 ( � � Ai 2 ^3 0 ` G B � - 6113 0 G B. ORK RQO - � � Bt3t �B �S � STOR � � � I r---'�"=�T�'--1 ! "' o GYPSUM BOARD CEIE.ING WITH COMROL JOIM'S GYPSUM BOARD CEILING Q B t 3 9 e to B t t 6 � ► � "� .� � � , � o 0 HALL ' 1�- I � , ��, ��. _ _ . s13o _ �, , _ 9�° � , ! � � I L___=--_�.__� ► • - - I I l ■ — o o � � CORRI R � � ' REFER � � � � � � � � g�� ( I � TQ ARCNITECT'S PROJECT NUMBER: �� � 1 .� � � � I ■ A324 �.�n nnn+� nne ��,•��� � O � '�� O 1 � � - � F GVV # .VGo a�rvn �� ._._....--._ _�_..._. I i I I f �i i� - sus� �ss ccos - � � ( a > > ��� B 37 - � � � ( � - p p INTRUN DES�GN DEVELOPk�EM NOVEI�ER 19, 2002 � � � � � � �IGH pEVEIAPI�EM' ��.�2003 3 �, � ,, i n , i � �i�+�� � I I N - � I � � .L�]��.. � CO MONS COtJSTRUCIION DOCUMEM'S LlAY 9 2Qa3 � - COUNTIN - � � � 8 11 A 33 ' � CGl}8 � -- I I I � REFFR Q tlPPER 0 O -� � 0 � —._....—...._� ——— � � _ .� 0 � � �° [(�° � � � VES�IBU�f � � 't'� i DRAW(� MH/JDP _ CHEq(fQ: ��� � . i VESTIB ■ � � � O O � REYISlONS: � � 066 � � ❑ � � _ S14 � i� � : 1 � E4 � � � I � # , UAI� MOUNTAIN SCHOOL � � � s�s � Vail, Colorado w - �, � � �� � � � - � _ � � � £3 ■ � � � � ■ � � __ ■ ^ � � IuWN LEVEL REfLECTED CEILING PLAN- AREA "B' c � _ • Q May 9, 2003 . . . � ' , „ �AREA A � � — � ■�.� � REFLECTED EII.ING PIAN MAIN LEUEL AREA B � NORTH A3.2.� SCALE: 1/8"=1'— " KEY PLAN P\20Q I-D2$00 Val Mtn 5chaoi\2 Draw�ngs\Ot Arch:tecturol`CD�vm-A3 2 02.dwg �1ay G9, Z003 � = REFLECTED CEILIN� PLAN N�TES � /�j ��� 1. All CEIUNGS ARE TO BE 9'-D° ABOVE F1NISii FLODR, UNI.ESS OTHERWlSE NaTED. e 2. SPEAKERS, Sh�OKE DETECTORS, ANQ HEAT UEiECTORS ARE TO 9E CENTERED WITNIN CEI!!NG EIEMENTS. CENTER ALl.CEIl1NG l�OUN�ED ITE�iS iN ACOUST{CAL PANfIS, IN GYPSU�1 BQARD SOFFRS, AND 8EIWEEN OTHER CEILING I�OUNTEU FiXTURES (iYPlCAL). 3. ALL GYPSUl� BOARD SO�f(TS kRE TO BE ALIGNEO WITH THE fACE OF ADJACENT 1�lASDNRY C�IUMN OR PILASTER, K�.I A P C o t.u s s Y J}:N K 5 I)u B t�t s yy8� N1 4. SPRINKLER HEADS ARE TO $E CENTERED WITHfN CEIUN� ELE�iENTS, ACOUSTICAL CEIIING PANfLS, A3VD BETWEEN OTHER CEILING A R C H I T E C T 5, a c l��UNTED fIXTURES. Member Amencan Ins�ifute of ArCh�tQCis �Y8 �� 5. COORDINATE ACCESS PAPtEI 10CATIONS WITN LOCAT{ONS Of OTHER GEIUNG MOUNTED APPURTENANC£S. ~""'--� '� .... Writ�r Sqvare, 15]2 Lprlmer Street • • ,- ;.. � ~`"'" -- .,... `_�`1 =� 6. REFER TO ELECTRICAL AND NECNANiCAI DRAWINGS FOR FIXTURE TYPES. ` Bndge Levei,Derwer,Coloroda 8Q202 � ' •� . „ . . ��"""� •... � �� N3 �i 7. GYPSU�1 BOAR[I CEILIN6S UP TO AN 8'-9" SPAN �IAY BE FRAl�ED WffN 3 5�$" 25 GAUGE NETAL $TUDS $PACED 24� U.C.; AND ph343-893-7990 iax303-893-2204 _ . . . .... �, N¢ GYPSIl�I BOARD CEfLIN6S 4YER 8'-9" AND UP TO 14�-9' SPAN �IAY BE FRAMED WI�H 3 5/8° 25 GAUGE !�E?AL STUDS SPACED 16' � � �• ,: ; , ' '� 3' • � . "`"��- ._ ,_ j d.C. - CROSS BRACE TOP OF STUDS WlTH 1 5/8' 25 GAUGE �IETAL STUQS 48° O,C. GYPSUM BOARD CEfIINGS OVER l0'-9" SPAN � �pg, - ' . � ' - , �'"`'� ... � ,� SNAII Bf �RAIaED WITH SUSPENDE6 t�ETAL GRIILAG£ - HOlB GRII.IAGE 1" CLEAR OF PARitTIONS AND INSTALL �IEiAI EDGE AT ,.��H�, STOR. C 104 � - ' . • ' �'�"~'- - � � ,.., � �� � PERINETER OF GYPSU�1 CEILING BOARD, �,� �; ,�`;;�.;.� o.T.S STOR. - . � �- -- �` '" ,�,,. ., , �. �;�,�,����:�,:,t�`�; C1Q5 �� ��;� . . � "--�.� � � 8. CONSTRUCTl4N FIRE RATED PARTITIONS, INCLUDING TAPING AND FINiSHING OF GYPSUM BOARD FOR FULl. HEIGHT TO STR!lCTURE ,���'�� j �°=�G=4;?{�` � `�-.I Q ' � �• • , . . " ■ ABOVE, SNAIL BE !N ACC4RDANCE W/ IdANUFACTURfRS DlRECTIONS TO ACH(EVE RATING INDICATED. � '� '��`' � � - • , " �. .-, � ;�� � C°O ^� 'r�� -• ; ��' "� � � 9. SOUND ISULATION PARTlTIONS SNAII 6E SEALED A1RTfGHT fOR FULL HEIGHT i0 PREYENt PASSAGf OF AIRBORNE SOUND. iAPE � � �-�- � L � � � � �.,� �._r7 �, "'� --- ..�,,,�� AND FiN15H ALL GYP5UIN BQARA JOINTS AND EAS1ENER5, PROVIQE SEAtANT Ai PERl�1ETER AND AT Au PENETRATf4N5. � , �„��,� ;� 6~�� 3��� -•` ° �< ; � ` � �'"""� ,,,,,, 10. REFER TO I�ECNANICAL �RAWfNGS F4R µECNANiCAI SYStE�IS, {NCLUOING NU�I�f�ER Of SUPPLY AND RETURN DUCTS. � �G-;��� Q��<<,~ � x f 4 �� � STOR. N5.9 N6 �' ` "' --�....,�,_ ��, REFER T4 AHD INTERIOR EIEVATIONS FOR SCONCE LIGH1fNG F1XiURES ANd LOCATIONS. �,�`�C� �v�°,�� � � � O � CiOZ � '' ``' � 11, ALL GYPSUM B4ARD CEiLiNGS TO 8E PT-11 UNQ (RE�R TO FINISH PtANS lD21.0 AND ID2.1.1 FOR fINISH SCHEDUIf} Q � � � � � STOR � o r � � 33. ALL GYPSU�I B4ARD CEILINGS � 11'-2' TU BE PT-12 UNQ �REfER TO FINISH P1ANS IQ2.1.0 ANQ lD2.1.1) -- — - --- - -- ---- -a o P Y R i o H r soas--- - � - Clo� a � GL. - This document is an tnstrument of servtce,or+d � � o � � REFLECTED �EILING PLAN LE�END ass��h re+nalnsthe O � , property of the Architect � � Permission for use nf th�s documBnt�s limited Q � � ond can ba axtendad only by wreiten agreemeni with Kltpp Col�ssy.lenks[��dois Arch�tacts,P C � O � � � m � EXlT LIGHTS � a j � i'AORaIJJATE LOCATIONS WfTH ARCHffECT � '"' RECESSEU INDIRECT � O � � � P R I Q R T O R O U G H-I N �� � � O RECESSED DOWNLIGHT o � � � (�J O �- � � � RECESSE� C�VE UGttTING � DfRECT IN�IRECT PENDANT �''d.1 O � n �""'-- � �,�,(f � GYMNASlUM U � � � rtrouar►i t�n�vu�itrc� � c�oa - ■ c��Mas� � Q � � c�o� � - N � � TRACK LIGHTING a ��o�r � � � �Rio� � � # � TOIlET � � � SURFACE (lx4} _ � j � _ _ r�.� a � ,,$ i � � SURFACE MOUNTED SPFAKER O SURFACE BOWL • _ � � � . � 0 � � ROOM � NVAC SUPPLY DIFfUSER ,r�, �1! � � � B 52 • � (� Rp EQ EQ O � + � � �4�"�;,t,�AF' t N4UR Ti1NNEL ABOYE CE�.ING � • O 1��1 .�' � "`� � � HVAC REtURN AIR GRiLL <��.�::; � ��11 ;! j, O � � r1;;�. STOR �� � �Y� C108 ��11 � � OTS o � 11440-BACK!L�ARD, � 1 HR -. .• < • °. .- t' (�IL1N� EXPANSION JDINT � q�45 � � � forw r foldmg � — a � � � � � �- �° I � � � ••�-••�••�•�•� —•�•••- SOUND BEANKEf ~ � � ' SOlJND' `- --y � - � � ' 4 � ■ �� °��i��� 1 HR WiiFi SOUND BIANKET BOYS TOILETS SYSl'EM — O f j�j � � � C153 Ct 45 `'`"u N di � � � BOYS LOCKERS � ° o � C150 ELEC. ' � � _ ;,� C144 � t�'�ICE ` ,� r ' , x -- _,.,,� �K � '_- -1 � ` X BOYS SfiOWERS 1C�4 S10R. �E� � R GIRLS LOCKE GIRLS TO�LEtS CLII�BIN6 WALI. � � s � � C151 Z'_¢ � 4 C143 C�4 a �16� C163 C17] �'-� ST4R. , } � � R N ��4 0101�E QF ftOCK CLIMBING WALL C1t2.� � � g��� IYPE 1• 2`X4' GRID WI?FI TILE IYPE 3: 2'X4' GRlD WITH o..s - ■ VINYL FACE6 iiLE STOR - S,�a� � � . � � C164 C172 _` O�F CE � ' � ���.' " ��`��i , � � GfRLS SHOYYERS �'1 � - � - � ��'` ��€<�, =� C161 ,r � � � � �., ty,� L°� � G.B_�I j''�� _ _" F4Y R rt � � � Q.T S � . � f q `�� �.j ' ' N y�t '�# � c^I � � �+- JCGQ4 --► C11 � � �—�. ■ � o - ■ �' � F ESS QOht 1 - Ct7 �; ICGOS p TYPE 2. 2'X4 GRID W�iri TEGULARE TH.E OPEN TO STRUCTURE � '4a�� ,�,�; � tC 5 � � � � , � � �Q .� - - t��� ��' .. ---��� � � , , � �� � ;,�, c�2 ciRi� ° s-a -a �' �� '�b'`�� � �.�����u - Q � - CiZfi ����E � �'-�7 �0 8125 C142LE T�ILET - � � STAiR �ABt1VE O � [�-�p � � _ � CEASSR00 �B G B �o� Ct34 Q Gf - _ 005 B150 �-c.e-� $_6 G � GYPSUM BOARQ CEILING WITii CONTROL d01NTS GYPSUM B(}ARD CEILING � - U l CHAIR ST, FAD `Y2 ( STORAGE NALL C� - QFF( `.° � � C132 Ct3 13� VESTIBULE - 612 = � N I 4 T.S. _ _ � �12� p ' O � J I EPEN ENT � � H ELEC. DATA j tC�S � ' C129 �12 812 _ �� 8122 12] ARCHITECI'S PROJECT NUMBER. ARE A,SI-i Ti�n � ta �n_ _ - ......1 .,.... � Ci 6 = � -4 1 -0 _ U � L��U � .V�� - - _ C1 l � � � [q,� � ° � o - � ____ � - � � IMRlR�4 DESlGN UEVEiOPl�ENI' I�qVEI�BER 19. 2t�2 '., a 10608 �9 O � OE�GN OEVEI.OPi�EM FE�UAH1f 14, 2�3 � � - � � � O � ',, `�„ ,," ,�,;� Bi 0 ";�,� ; ' �� ��' '� '�°� B1 0 ' ' " �' ' t}ESit�ll OEUECOPt�ENT I�ARCH 17, 2003 �, � - i 20 �G08 .�=4 _ t�NS1RUC1i0N OOCUMENIS �lAY 9. 2003 � I �-� � � U � -- � o Ay � mn�r � 06400-WQOD BOX BEAM r � �4 � C1 3 C122 PM 6132 � O � 8 34 - - � f � p - O ' � � � F ORAWN: NN / JDP 1 �j` f � U ERS � RK R00 1 �. � � S1 � � 8131 CHECKED: � 1 C� � � 1 0 , �at� `Yl � FOYER � KIN ERGA tEN I' _ , ,,,,,.,� _ _ Bi30 f C124 - C121 ��' � � 1 - - � � -0 -0 - �! 7- � ____ �? a � o 0 1 ��1 a, � ��, � p._._...�-� _� o � � I DEI+EL PMEN 8US ESS G�pg 1 --— Q 8 35 � �8 37 � � o s-o � �'��� �'"' ' ' ��' �" y � VAIL MOUNTAIN SCHOOL 06100-PLYWOOD SHEATH ry / to_q � -4 - CG6UNTIN s-s � EXTERIOR GRApE 3/�s; � � �o-o fo-o i�� � llail, Colorado os2oo—c�PSU� Bar�o, '`"' ' � I PURUN ENCL�S RE � \ � � ��_..._�� �._... S Q92Q0-GYPSUM BOARD• ��_._...� o � �6400-WO�D S�IT, BEA�I ENCLOSU�E CEOAR 1 x 4 Q6404-WaOD BOX BEAM — — ■ fl62Q0 RDU�H S�WN BATfENS 1�2 x 1 � MAiN LEVEL RfFLECTED CEILIN� PLAN- AREA 'C' ■ iosaoo—woo� $ox B�s May 9, 2003 . _ , ' � s> ■ . � ( �AREA A S2 • � REFLECTED CEILING PIAN - MAIN L L AREA C ����.� �� � � NORTH s¢ ' A3.2.3 SCA1E• 1/8A=1�_0" S . �CEY PLAN S . .._ � � P�200 i-028.00 Vml �dtn Schoal\2 Drawmgs\Ol Arch�tectural\CD\vrn-A3 2A3 darg May 09, 2D63 - REFLECTED CEILIN� P�AN NOTES 1. All CEItJNGS ARE TO 8E 9'-0'° ABOYE FINI$H fL00R, UNLESS OTHERWISE NOTEO. � 2. SPEAKERS, SMQKE DETECTORS, AND HEAT DETEGTORS ARf TO BE CENTERED WITHIN CEILING ELEfNENTS. CEHlER ALL CE1l1NG 1 .5 N11 >1.6 N12 N14 N15 N15.1 i�OUNTED ITENS IN ACIIUSTICAt PANp.S, IN GYPSUI� BOARp SOFflTS, AND BETI'VEEN OTHER CEILING MOUNiEQ fl!(T!lRES (TY1'ICAL). 3. ALL GYPSUM BOARD SOFFIIS ARE TO BE ALIGNfD WITH THE FACE OF ADJ�CENT �tASdNRY C�LUMN 08 PIEASTER. � K[.rr� C�t.ussY J�;vxs DL*Bois � � 4. SPRkNKIER HEADS ARE TQ BE CENTERED WITNIN CE(UNG EIEMENTS, ACQUSTICAL CEILING PANEIS, AND BETWEEN OTHER CEIUNG ARCHITECTS, P c i�OUNTED FIXTURES. i 5. CDORDINATf ACCES$ PANEL IOCATION$ WITH LOCATlONS OF OTHER CEILlNG �IOEiNTED APPURTENANCES. Member �er�Gp���stit�+e o►ar�h�+� � 1 � Writer Square, 1512 Larimer Street E 6. REFER TO fIECTRICAL AND MECHANICAL DRAWIN6S EOR Fl�FURE TYAES. 8ridge Level,Oenvar,Colorado 802Q2 i 7. GYPSUM BOARO CEILINGS UP TO AN 8'-9" SPAN MAY BE FRAI�ED WI1H 3 5/8° 25 GAUGE METAL STUUS SPACED 24' D.C.; AND ph 303-893•7990 fax 303-893-2204 � GYPSU�1 BOARD CElIJNGS OVER 8'-9° ANp UP TO 10'-9" SPAN MAY BE fRA�tED WITH 3 5/8° 25 GAUGE METkL STUUS SPACEQ 16" i � � O.C. - CROSS BRACE TOP dF SiUDS WITH 1 5/8� 25 6AUGE t�ETAL STUDS 48" 6.C. GYPSUl� BOARD CfILiNGS OVER 10'-9" SPAN '�'-' SNAII BE ERAMED WIiN SUSPENDED METAL GRILlAGE - NOLD GRiIIAGE t° CLEAR OF PARTIT{ONS AND INS1Al.l METAL EQGE AT � � � PERIi�ETER OF GYPSUN CEIIJNG BQARD. /f,3 '���f c� ���3� �3 � i G``.� ��.a �;s,':��"�, ,. r �.�> � ' \�. � i ��i ..- �•,• � 8. CONSTRUCTION FIRE RATED PART(TlONS, INCLUDING TAPIN6 AND fINiSNING OF GYPSU�I BOARD f0R FUtI NEEGHT i0 STRilCT!!RE ;,.°.,�''% ��,^.`�� ��°�,� N» A80YE, SHALL BE iN ACCQRDANCE W� �1ANUFACTURERS DIRECTIONS T4 ACHfEVE RATING INDICATED. A�'�e -�`' � � 1 I � P - _� ;;�;�i � , - - - - i - -� _ _ _ _ _ _ E-1� 9. SOUND ISOLATIDN PARTITIONS SHALL BE SEAIED AIRTIGHT FOR fULI HElGHT TO PRfVENT PASSAGE Of AIRBORNE SQUND. TAPE �' �,v,li�_� �° � � i AND FINISN ALL GYPSU�i BOARD J4lNTS AND FASTENERS. PROYIDE SEAtANT AT PERINETER AND AT ACL PfNETRATIONS. f � � N p C�-�l � � N1Q � � :�:-'�v0 10. REfER TO �IECNANlCAL URAWINGS FOR 41ECHANI�AI SYSTENS, lNCLUDING NUMMBER OF SUPPLY AND RfTl1RN DUCTS. ����:, O3 .��,'� f�:�:1 � � �. � 0 � � � 11. REFfR TO AND INTERIOR ELEVATIflNS FOR SCONCE LIGHTING fIXTt1RES AND LOCATIONS. F�`��'� ���t`` � ' � � ' i 0 12. ALL GYPSUU BOARp CEILINGS TQ BE PT-1? UNU tREFER TO FINISH PLANS ID2.1.0 ANO ID21.i F4R FINISN SCNEDULE} � � 1m � � ��� R6 �Rqp i - i 13. ALL GYPSU�4 BQARD CEIUNGS � 11'-2' TO 8E f'�-12 UNO (REFER 70 FINISH PLANS ID2.t.0 AND ID2.t.i) CO P Y R I Q H T 2Qd3 __ _ _ _ ��� �54 �52 ' REFLECTED CElLIN� PLAN LE�END Th�s documen!is an instrument of sorvlca,o�d as such,rema�ns the property of the Arch�tect. I ��� � � � 1�'� Permissipn for uaa of this documant is limitad � 9-,O � and can L�e exlanded only by wn��en pgreamen� e � w�fh KLpp Colussy Jenks Du6o�s Arch�rects, P C i � t � � CZOORDINATE LOCATIONS WffH ARCHITECT 'j� � F E� 1 RECESSED IN�IRECT i PRIQR TO ROUGH-lN _i ' _ . } � � 4 RE�ESSED DQWNL(CNT �, �, � I I � RECESSED COVE IIGHTING � afRECi INDIRECT PENDANt NflTE: DISCONi'INUE 1 �' - `F � isnrco cortrtioori ch�r � `" — -��°°-�33 �.-.��. �����.� � ^ � -- - - RATiNG � MEZZANINE � _ COR DOR � f 8-8'�1 �;- ^ .... � �' - - - E17 PEIdDANT (CHANDEUER) � LQCATlONS � N ���� �_9 EZZANfNF OVE - t � - - - - - - - - - - - - - E16 o NOTE. SLOPE 5AT 8c GYP 80 � TRACK t16HTING o PfNpANT a OFFlT BEA�I TO MATCH ROOF SLOPE _ � � _ � su�Fac� (�X4) - cu�sROO , `---, _ - �51 4'-4" ! Y ��'f ¢ ~- ` E�¢ � SURFACE MOUNiED SPEAKER O SURFACE 80WL � ,_Q _� A2p �� ' � ("r`-.L�' O --- ��� �,„; � � - i � I �==.� - � SOFFIT tYP. � HVAC SUPPLY DIFFUSER � — 1 - - - _ --.`.: a� � SOFFlT TYP. � MECN. ACCESS �``��i,�<a'•.; � � O 8-2� A243 T � � �� N _ ��N���;�;; t NaUR TUNNEL ABOVE CEILING a � SOfFIT lYP. HVAC RETURN AIR GRltl � �-, --�.—.� �—��— --_ y T_ - � � `s' M S S IENCE j p � I = N -.. � —_ �' ' a ' � , '"-�'r 1 HR .°°. °.- 1' CEII3NG EXPAtJSION JOiNT � 82 0 � � � _ ' - t� 1 - � - - - - = - � ' -._�„� ••--�••�•«.-—•-•••.••••�� SOUND BLANKE7 - - �I S SCIE CE - � �, ,- . � -:_ _, — - _ - - - p2 ,: 80YS �� - - ' — ^ � C� ° s 2 1 q� {�� �U 0� - - - - - E13 1 HR WITH S4UND BlANKEi Z' 1 1 _ A242 - 4'-4" ; � . ._ _ 9-1 7-8 - - � - __ _ j _ �it.. . �Fi2R'Trtr-'["— FORI GN AR �"~ WdG AGE � A2Q I P {�TO - 8-2 �a � � � A2 1 - ` � Os TOILET � � - A22 � ��C ,� 1YPE 1: 2'X4' GRIO YYtfH 11LE tYPE 3: 2'X4' GRlB WITH - - - - - .� . _ ,� �,,, . �. - � - - - - - - - E12.3 UINYI F'ACED TILE _ _� � B2o1 k � a _ o .,:�: ;� � � aEVAioR � . x 0 CE � A126 ,.,,,�L, * .�I��,�1t� � .� .T s U T.S. �--- • �''�� �c.� - - - - .� � - � r ..� �.,.�g ,�._..�..�.,,�,.�.,.;,.......,�.,,,• .� .� -� X� - - - • - - - - - - - E12 � . . 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JOINTS Gl'�SU� B(?ARD CEILING � 6'-21/2° � � � ICG26 � ICG21 O O O � ` �- — — _ , �T _ - - - - `�- � _° - - - - � f3R t� - �_ - - - � - - - - - - - E9 � r �nnR O � 4 O �f�;�4 0 _ �` �� y- , { i i ARCN(TECT S PRQJECT NUMBER: , � � 0 92 -SUS E� Gr�su BaaRO oPY � _ - 200� .�28 �c2s oezo waa� c � -� zs-3 �- o 0 0 0 ,� I�uE - ' - � �r�u� o�cN r�rao�r��r rmv��t �s. �oa2 r,, - - - - - - - - ° - -� - - - - - -�-�--�� } - - - - - - - - E8 DES(�1 DEV�LOPMENt �n�r �a 2�3 � - '- � DF.�(�!! DEYELOP�IENT �lARCH 17, 2003 0 � �o � o p 7.1.1 0 0 � ' CONSIRUCTi�N DOCUMENTS I�AY 9, 2043 � , � ICG20 0 � t- �- s o oow ' � 06200-T�G o ;� o 0 0 �cc2� o o � a � Ut(,K1N6, � 8336 -11 �'� _ a F F. � - sra�R s�o Es oaw� , ° - - - - -- - - - - -—�- -- _ _ -- _ - �? - - - - - - - - - - - - E7 � 06400-W006 PURtI 5 --� � ( I ORAWN: AH ' o 0 0 � o ��� o � "6 _ _ � OB400-WO�Q�O BOl( i iCG16 CHECKED: � AUDIT RlUM � DMSI N - - - - - - - - - E6.5 - � O O O A� � O O H _.._..__ � I � � � � REVlS101�: � / O � - - � 1YP � , - -- _ _ _ / -- - - � - - - - - - - E6 � - l! i �/icc2 � LINE OF 7RUSS .�=Y; � ..� - -�- - - - -- - - - -� -�-•� ,���-- _ 4 A ��,A -,�� � ' CO FERE CE C �E ENCE �! - - ' - - - - - - - £5 �>�r >:, ,:^ _- . .�:�.-_� . , ._.� � --'�v-._„ �ar_, .r,-,-..�n - • .� _� ,a „w-roa�:�:r � d � - � --- - --� ,�'� ! nz�3 n2 4 f �_ - " ,-i-v ,�,�y-r=� `;a"-:t-rt;r-:�„ � ��-,-,r--�,; -x�—r�,..jyx; �x*�,r:r��,•--r,�J -.q�;._:s.�;_r_ t-�- _ -�$ f � � i T._.._.._ ___ ~� - --- _-:__--- _--__ _�,_=_ __..�.-�--- -�—.:- - --_�. � - � � ��*.� ;�_ � ; ---__ _ __ -= ��=_=- - =--_=_-�i roo PRUJECTI�N �'��.�__, �� � � -�a,, �yY�p�.M�;A� � _^ _ _ .� ,�:� � sc��� _.�� ,Y ' _��� �. � � � - � ' VAIL MOUNTAIN SCN04L �.-� ,.���,�.,_�.,���_�:� .^,_ � ,,���r . �s�tLL �,.�-�;. -�:..:����.=, °" -�- � ^�`�^'�;�-` 'S�r e;a a r',r;x.'i..,.;. 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' � t1PPER LEVEL REFLEC3ED CEILlNG PI.AIV- AREA °A" � �iY �", '� + ; �, 9-4 - � � I � o � � �� � � L1�Y (}(� ' t!f -'4-- _-`"-'."r�-;�-''��="a�';"`"�ti=; - '-��._.."`�!.,_._ --A� ,.-_"�. , w, �,.� _;a.�,.�.:.-:,&,�-a�,��f:' �.c,s'-�a-_="s.r"_' ":XxsX��6s1� - - - I May 9� �VL� o � �_�- - REFLECTED CEIL{NG PLAN NOTES 1. AL! CElLINGS ARf TO 8E 9'-0' ABOVE ffNISH FLUOR, UNLESS OTNERWISE NOTED ' 2. SPEAKERS, Sl�OKE DETECTORS, AND HEAT QETECTORS ARE TO BE CENTERED WITNIN CEILING ELE�IENTS. CENfER Al1 CEIIMG . I�OUNiED CTE�IS IN ACOUSI'ICdL PANELS, IN GYPSU�i BOAR4 SOFFITS, AND BEiWEEN OTHER CEILING NDUNTED FI�TURES (T`lPICAL). 3. ALL GYPSt1N BOARD SOFFIFS ARE T4 8E ALIGNED W1TH TNE fACE Of ADJACENT MASONRY COLU�iN OR PILASTER. 4. SPRINKLER NEADS ARE TO B£ CEFITERED WITHIN CEIiJt�S ELE�IENTS, ACQUSTlCAL CEILIN6 PANELS, AND BETWEEN 4iHER CEII]NG K t.t r� C;n t.LJ S S Y J F.�K s D UT$o t s �IOUNTED FIXTURES. ARCHITECTS, P e 5. C04RDINATE ACCESS PANEL I.OGATfflNS �ITH LOCATiQNS OF OTHER CEILING MOUNTED APPURTENANCES. Mamber Amencan InsFitute ofArchitecta 6. REFER T4 ELECTRfCAL AND MECHANICAL DRAWING$ FOR f1�URE TYPES. wr�ter squara, 1512 Larimer StresT 7. GYPSUN BOARD CEILINGS I1P TO AN 8'-9" SPAN b1AY BE FRAblEt1 YVITH 3 5f 8' 25 GAUGE METAL $TUDS $PACED 2d° O.C.� AND Br�dge Level,fle�+��r,co�arodo 80202 GYPSUM BDARO CEILiNGS OYER 8'-9' AND UP TO t0i-9" SPAN �lAY BE FRA�iED WIiH 3 5/8° 25 GAUGE i�EfAL STUDS SPACED 16� ph 303•893.1990 iax 303-893-22�4 O.C. - CROSS BRACE TOP QF STUDS WITtI 1 5/8" 25 GAUGE NETAL STUDS 48" O.C. G'fPSUM BOARD CEtl1NGS OVER 1Q'-9" SPAN N� SHALL BE FRA�IED WITH SUSPENDED METAL GR(LLAGE - HOLD GRiILAGE 1' CLEAR OF PARTCiIQNS AND INSTAIl.NETAL EDGE AI N¢ PERIMETER OF GYPSUI� CEiLING BOARD. -T��__� .�=.%%`� y �\?�e. 8. CONSTRUCTI4N flRE RATED PARTITIQNS, INCIUDING iAPING AND FINISHING OF GYPSUf� BOARD FOR FUfJ. HEfGHT TO STRUCTURE �f��, ��� �������,�; ABdYE, SNALL BE IN ACCORDANCE W/ lNANUFACTURERS dIREGTfONS TO ACNIEVE RATING INDICATED. :''i�; �,- �.����� ! p �' -a -�... 1 -� � , 9. SOUND !SOlAT1�N PARTITIONS SHAU. BE SEALED AIRi1GHT FaR �ULL HEIGHT TO PREVENT PASSAGE OF AIRBORNE SOUND. TAPE N� .�„,Y D ""-�-_. --._ `_;� AND FINISH A!L G�PSUM 80ARD JOINTS AND EASTENERS, PROY�QE SEALANT At PERI�NETER ANO AT ALL PENETRATiONS. �� � ;�,;�;,,,�,-� .��„ � • ,. _, � , -�---�.___ : ,� f0. REFER TO �IECHANICAL DRAWINGS FOR �IfCHANiCA1 SYSTE�dS, INCLllDiNG NU�dMBER OF SUPPLY AND RETURN DUCTS. �`�v� -�---._ � � `�r '�� �3 ,��~ � ~~-� `'-�-- - ` --�-�_ 11. REFER TO AND INIERIOR ELEi+AFlONS FOR SCONCE LIGHiING FiXTURES dND LflCAT1QN5. ��f�'��' � �� �`�` ' --1 _ � — ---._._ S��J �1�.��� � � � N5.9 N6 N7 N9 N9.� N10 1 .5 N11 11.B N12 12. ALL GYPSlIi� 80ARD CEILINGS TO 8E P?-11 11N8 (REFER TO FINISH PtANS ID2.1.Q AND l621.1 FOR FINISN SCNE�t1lE} � � `�--- 13. ALL GYPSU�! BOARD CEILINGS @ 11'-2' TO BE PT-12 UNO (REfER TO FINISH PLAN,S 102.1,D AND ID2.1.1) �i � � REFLECTED CEILING PLAN LEGEND COPYRIGNT 2003 � � i i �� _ � (� � I ' ' This documcnt Is an tnatrument of servica,an _ � as such,remains ihe prop�rty of tiio Architect. � _ Perrnisston ior use of thls documant is IimFted � 1 E ond con be exlended only by wr�i�n agreament x _ I I I � � � EX� �i�s RECESSED INDiRECT with Kl�pp Colussy Jenks f�uRois Archifects,P C �E 1 1� �� � i � � � POR�TOTR�UGF�i�INNS WiTH ARCHITECT � , - E 4 RECESSED �WNLIGHT � � � � I < � � � � � � � � � RECESSED COVE LIGHTING C� DIRECT INDIRECT PENDANT � i � � i � � � � � PFt�IANT (fHANIIfIIfR� � � ; _ � _ _ ' _ _ , _ _ _ _ , _ ; ' � �K u���� Q PEtVDAM � I � SURfACE (1z4) � � � i � ' O N i � � � ' � _ ' I ! � p � SURFACE MOUNTE4 SPEAKER Q Si1RFACE BOWI. / � i - � � I • � � � i � � MfAC 5UPPLY �IFF'USER � T0� � J � 4 H 8254 � ,. CIASSROtJ :�y';;�1;�"'z t HOUR TU3JNEL ABOVE CEIUN� � � - - - - - - - - •V�� �r<;? � tNAC RETUfiN AJR GRILL � � 6252 ° �� i � � � � � � 8253 i i � � � � � � — � —� � �-�- i HR -°`•.."°°- 1' CEIIJNG IXPANSION JOINt , _ � - -- _ _ - i �I ; .,.n... ..,�..r..�....i�... SOUNd 8fA1JKET s � � �� r.•��'�„ � Y � � 1 HR WfTH SOUND BLANKET � `° 8 S l � / � , � � M ! _ — — N — — — ��— — — — — — — — — I�11 ������� i��"� � / � � CO �_� ` W ��1�y i F "' B 40 ` , �4 � - ► i � ME NINE ABO '-g �tW � ���} _�_ _ - - - _ _ �� _ _ _ _ _ _ - - - � -� � � � , � i � / � flm �� _ � _ I ` IYPE t� 2'X4' GRID WfM TILE 1YPE 3• 2'X4' GRID WfTH __�y _L_�� _ t4M(I. 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E27 E27A I - - - - - - - - - --- - - - - - - - - - - - - - -_ � - - - - - - 07500-METAL GUTTER -� ',, �� i� � �� � � � � t � ; � > > ,< I t� ? " R�1S1tNV$: - � - - I f 1 � - - r� s - `z'' - '� *" � - - *'� - _ r' _ 06200-WOOD TRI�d; � 4 �'�• _ r. - } �! �� ,, _ - - - - _ - - - - - - - - - -��� - - co er 48 D T N N _ � - - - - - p 0 0 S Q E YE EER a I , , _ �; _ _ _ _ _ _ _ P - � �� .r � � { �� 2X10 � � , � , , ,� � �� � _ _ , ,. �, - - F - - - - - - - - - - - `�� - - - - a � ,i ; , � - - - - - - - - - - - ' ,� � , - - - '�� _ _ 06200-W40Q TRIM, 2xt 0 � -- - r - f - - - - - - - - - - - - - - - � II � �>�� - - - - - - - - - - - -- - - -- - - -- =_- - - - - - - �' - - •c. i� ;,- - - - �z- - 07fi00 METAL DOWNSPOUT � .� ; f,.- , .-� -. " ,.- - - - - � ! � t - (�500 ALUMfNUM CtAD Y;�Y „ ^� - �-- 4� ,' '�: - �; ,- � - f. ;, �s.- - ^, .4 s; �. 16000-LIGHT FIXTURE , '� „ , ,� , ,� � � -- - - o - - - _ -o- �� I �� I i �- =_� - � - - - - ', - � � w er 77 SNQW NCE Wd00 WINDOWS - E - ~rtt I � l - - - - - - - - - - - - - RP 0 00 F� - `- - - - - - - -- ^ - -- � - -- - - � - - "' --T_-��- ( - �<y, ;,.-, .�a.. „�, �,�, �, - -- _ - - � �,�.- :,, - - , _ -F. <r =F,. ;,,- ,r 0626U-INOOD TRIM 2x8 _ - ,�_ - _ _ _ _ _ -_ _� _ - - - - - �: _ � - -f - _ - -- _ - _ - _ - - - - -- - - - - - - - - - - _-- - _ _ -- - -- - - - - - - - -- - - - - - - �� -� - - - - .�=° - - - - - - - - - - - - - - � WO iRIM x - -- 0 20t1- OD 2 8 " - `,� 6 ..� - _- - - - � - � = p:- � -�_ - ,�- _ - - - , - - z� - - - - - - - - - - - - ( - �-- p'� �f' - �" f" - _° - - _ �400 AL�MlNU�f `" - _ - _ _ _ - _ D3440-PRECAST CONCR�E � - ��: - - ,- - -- -----a-- STOREFRONT -- - -_ <r - - �" �� - - �--- ------ �62@0---�BBD �AEifET, �. - - - - - = - - - _ - - - - - - � �'�— - - - - - - - - �.�� - -- - SPlASHBLt?CK "_ _ _ _ �. _ _ _ .., - - = - - �"- -- _ �� � - =- _ _ ,��--�[���:�-��=_-- - _ , �-- _- � _ - _- - -�. -��.:� "X= =-f� - _ - - ; re• �26 — --_ - - <-` fe _ s, f"'T ..4, t� ±�A y,-7f � 4a��_ �.�":S''?„�.`.-,�d`.� --�1� s' 1'= �� r` _ a^-"_ y � �y'-Y., - I � - - � - - �-° _ , 04800-STONE VENEER � -�� � � - - � -�- �=,=�--��� - E 14200-ARCHITECTt1RAL E03/ - - --_ -�=�� MAiN LEVEt _ r- - __ -- _ _ _ � - _ �_ �'��'-`�.,�,��.,:�� __ - -_ ;�`.� :'� --_ - _ "�� � _ _ _ - ' louVER -- - - - - - -- - ��°s-� �- --- - ��`�J��;_-_��- --- -- E03A MA1N IEVEL _ _ . . _.. „ �. .. , . - :. -, �. , . - ,.•. _„ ,� , „ . . � ., - .. _ _ _ . _ _ ., . , . . . _ _ _ _ � - --------_�_.._------- _-_�-_�_. , . � -- --- - - - - - - - _ � __ - . . _ �. - � � _ � _ __-____. �. , �--------- _ _ � s , _-�~ - -- ------- - --- -- - - - - - - - .�.._. . 3 -, �.,�_J ,_ � , } .._ ------------------------•-°--•----°...._-•---- -------------------------------� - ---� — ----- -- ------ ----------------------- ---=--- -=--•------------_.__-_------------ •°--------=--=-=-=-------------_----- -- --==------�=----=-----------------------_ =-°--�_-_-_�.� ____.---- _---- ; - - --- --- / ---- ------------- ---- ----- ---------- l J •------- ----- -----•-------' � , ; EL 100 0 8336 : — — — — . , , — --- — - -�- --3-= � ;-.-_ -�.------- - - �=,- f L 100'-0" (B336_ .`}_`r_ � � ; : : j : , ; ; ; ;� �� =, 4800-STONE tINTEI ; 06200-WOOD BRACKEf• '' 10500-MAIL BOX QROP E • � 6 i , i t s � ;.�__...___._�._:__i_._-- -..-----_.___, :__ � i i i i ! _ re. E31 , ; ___ ; � ; , - - ,-------- - , ----- --,-___..._ ------- - -- ------------ s --------------, '41740-SN04'( ffNCE ' - � re- E20R ; ; !_�_._��_�._'!""r' �_'"�"� .'T'.Y"�"'�"_�"_ �""-�' i l . _ _,� � ------' 06200 WUOD TRiM, 2x8 : � =---------------�-------- -------- ----_.____�.____----- --------._ '__._�_�,------------------•--------------------- ; 8500 ; � � ALUMINUM CIAD va�� �auNTA�N scHOO� j ! � �1 � ; �0(lD WINDOW � E t Q620D WO(}D TRIM, Zx6 : j + ' � ° � 1 06200-WOOD TRl�!• 2x8 = ; ' 0$100 NOLLOW METAI i � ' 06ZQ4--WOOD TRIM, 2x6 j i ; ' � � 000R & ��a� ; ; 06200-WOOD SIDING; i ; Vai! Colo�ado � ' board & baften Ob200-WOOD TRIM, 2x8 � � ' ' ; ; : � , ; , ; f � ► � ; 4 � ' � . 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AT AUDf[ORIU�I 1 SOl1TH ELEV. 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REfER �0 CNIL AND LANdSCAPE DRAWINGS FQR S1TE GRA6ING AND 5POT ELEVATIONS AS 8• REFfR TO WINQOW SCHEDUIE ANO ELEVAT(ONS FOR WINDOWS MfD GIAZING TYPES NOT - THEY OCt1R SHQWN ON WALL SECtlONS 3. STEEL STRUCTURE SHOWN FOR �ETA1tING OF ARCHITECIURAL F�NISHES ON�Y. REfER TO �• R�FER TO FINISH SCHEQUtE AND INTERiQR ELEVATIONS FOR ALL WAtL, CEitING, Fl(}OR � - SPECIFICATION FOR FIRE PRQOFlNG REFER TO STfiUCTURAI ORAwWGS fOR STRl1CTURAI ANO BASE MATERIAI.S ANp FINESH DESIGNATIONS DETAILS ANQ SPECIFlC CONDIilONS 10 REFER TO A3 5ERIES - CEILING PIANS AND CEIL(NG aETNLS fOR ELEVATfDNS AND 4. MASONRY VENfER SNELF ANGtE AT FOUNOATION SNOWN 6" BELOW GRADE REFER T4 MATER(AI.S (� CNIL QRAWINGS FOR GRADING EIEVATI�NS AND STRUCTUWII. DRAWING5 FOR SITE i> �Q (��6NRY QPENINGS) REFERS TO NQMINAL OPENINGS AT MASDNRY UNIi t CONSTRl1CtI0N CONdITlONS AT BUIIDING PERIMEtER LOCATE W1CKS MIN 6' A84VE GRApE, MIN 24° 4N �2 REFER TQ EtEC1RICAL AND MECHANICAL DRAWINGS fOR SYSTEM INTERFACE NOT K i.t P P C U I.U 5 S Y J H N K 5 P U B U 1 S 07300-ASPHALT SHINGLES NORTN SIDE OF BUILDING � 0750�-RO�F fNSUTATfQN 5. FIASHING, DAMPPROQflNG AND INSUTATIQN SHOWN ON DRAW4N6S INDICATE VERTIGAL SN61VN ON 1NALL SECTI4NS } 13 CONTRACtOR 0� V9INOQW MANUFACTURER TO dESiGN, PROViDE AND iNSTAIL COMPLETE A�C H i i E G TS, P c � 092b0-GYPSUM B4AR�- CONDITIONS ONIY THE CONTINIIfilf OF THE SYSTEMS fS THE IN�ENT OF THE ARGHiTECT AND WINOQW ATTACHMENT TO STftUCTUftAL STEEL OR STRUCTURAL CONGRETE �IASONRY UNITS ' lYPE X rHE RESPQNSl81L1Y Of TF4E GEN�AL CONTRACTOR. PER SPECIFlCATIQNS AND WINDON! MANUFACTl1RERS REQUIREMENIS NO LOADS TO BE Mem6er Amencan��5���„��o .o,� ��a��9 �z� �,_6° Typ �� 05300-STEEL �ECK 6. SFAIANT AND BACKER RODS TYPICAL AT ALL E�(TERIOR DOOR, WINOOW AND L4WER TRqNSFERRED TQ MASONRY VENEER. 07200-8ATT INSULRTiON �PENINGS_ 14 EXTEND FlNISHE6 U'JRLL SURFACES MINIMUM 4" ABOVE FINI$NE� CfIL1NG ElEVA110NS wr�terSquare, 7572 LarimerSir��t � � SI�'1 _� _ 7. ALL W000 BLOCKING SHQWN ON ORAWIN6S SHALL SE F1RE-RETARaANT TftfATfO REFER 8r,dga Level,Danv6r�Colorado$0202 T 0 RIDCE _ - - - - _ _ _ _ _ _ _ _ _ � , �32���� ����� AH343.893.1990 fox303-893-22 d I � _ �� �� I , � c� �. _�.-__�.�. --�_--,---1-- � -�_`--j_ � Q6�00-YY04D FASCIA ' �,/`���"; ��� . � I � 1 t ` �/a` �4� J � £n �,¢ 4 ry � I� , f a�'°"` wr f\�s � � , ' M ` ��.... / , I �e ` � ��• r, ` r� i i � � `°�.n�' ���,ts,. 0�3€�-iNr�c� «su�aT�aN/ __ � � ' � 1 €� .� , , i ' � 07400-PREfOR�lEO k1ETAL R06F PANEL, n� �.� � � NA4L BaRRD i k I__ � � i _._ ! t � � ��`�n �n 07500-ROOF INSUlA110Nseam �' � �,�'� , �r�L 073f�-ASPNALT SHINGLES ' } � � � # ' j � - - - O_ �__.� .._,.�_._ � __ i � ' ' ^ I 0530(i STEEL DECK ��, a� � , Q9200-GYPSt�M BOARD - 1YPE X . r„�-�.�, � �v- �U 053a0-STEEL DECK j I I � � � � i r--------------- --_---� � � i�� Q� t�.� I � � � 075(10--SINGLE PLY NEMBRANE � 10200-ARCHITEC7URAL LOWER, � �.--------------- _--, -� ,�, � �, , i �. i � � � � RDOFlNG, adhered , RF fionsparen# lauver- h�nged � �--------------- ------; � , ; ,�i I R�$ -.--..._.- `'�J^�'� �;�'���� /�_ � k � - _~ 1 _'— _ { LOWER IN OPEN POSIT�N � �--------------- _..____i � '� %� � '� �'`�U t ; � ; � i , � I � E 09200-- ME7AL STUDS, BLOCKING , , --------------- ------ , ;; , 07400--PREFORMEO METAL ROOF PANEL, � ; j � � ' � � , j � � D9P0�� METAL STU05, 6° � � ------ ---- ---- � % '„ ' � - \ f i , � � --------------- ------, �, � 1 capper stond{ng seam � 12 R�� � � 09200-GYPSUM 60ARD SHEATHING � j --� , , �' 07500 R00� INSULATION � ; �.----------__ ___.,__� %;; I 092(�-GYPSUM BQARD - TYPE X � 3 �~ C���� ��� � � COPYRIOFiT 2603 ( BY UTHERS ' ' ---- ' �' ' ' 45300-STEEL DECK T.Q. FASGA _ _ �_ -�� � ' � i �-__-_--__--_-_-_--_-__-_--__- ------_� � �� � � � 3��,-a� ��61 7� Th�s do�umen?is an instrurrient of serv�ca,and � � Q�ZQ�.-��' ��s����� � � � � %i� � as such,remains tha prbperry of the Architect � � L � � �._______________ ______..� % //, �q p � � � ( �.�' Parm�ssion for usa of thrs documant�s l�mded _._.___ " OS1IX1-STEEL BEAM � �_______________ ------� ',� t 0 , � � . � ' . t and can ha extended only by wniien agreemant _� i i y � �------------------ ------- � ; i � ' ..,_..._._. __. �__�. - Q64�Q-WQ� ��� � � ��' � with pp Colu y enks DuC3ois Archite a, .C. � ��M z�Q. �i ; ;, , s�m � — -- , - , , ^ I I ' '-.. �i 09200-5/8 iYPE X � i I �;,� : � J � ` ----�---- '. � „ GYP 80A�D �------ ; � � 3'-4" t`-0° 7" ' \ Kf� S9 � � � � �� � �� . ----------- - --- , ` � ' � �' �i ii � � r--------------- -----� ;,i� h ��• , � �� �� � r--------------- , I ; , ' ' BQTT4M OF CEILING � ------ ' � � .,',.. - �'r.=, ;i ; �; CEIlING LiNE � � � � :' � - � ' ~ � I�i � �;, � 1 1 1 I � ,� I � � � �� �� ' � 064pD-W64D TRIM � - . I ! a L_______________ _-____J i � � � ..-.. � � �' " �' � " ----�RE: A3 SERIES � � � �--------------- ' I �;,� _ _ i , . 12 � Zz6 deckrng � , �� `� ----- 09200--2 ] 2' MTL � ` � � � � ;,'; � f� , �� � � � r--��=��:=_����:=:��_`==�`� , . � '� ' 4.42(-� " STU FRAMINC ' i i � `i �;; ' � i � � , ; � ��-�� ' �� i � � -- ' O1t00-WATERPRDOF �fEM6Rl�dE, � r�------------------------ , , ,�, � .;:.� � i; , < � � , � ' � ALI.. GYP. B0, FACES � � ___________________ � i,%� T0. fASCtA _ _�_ I .-;%x'"' i' , � r--- —� � � � ' � �"'----------------------� I �' '' � 121'-9' (8357.9'} N � � ..% �..�'� � � -,: , � , ' � ' � � ' ' - ---------- ' � � -- � , i ; � �----------- - --, , f , �>' , ------------ -- -� � L - a - � ' i I I� /' � lfAftIVInCT , � � �--------------------------- _ _ �``" ��-y�' �- �� � '!� SUPPORT ' � 09200-MEi'AL STU�S; � � - ^,,.,.r- � � i s� A212 O fi 4 0 0-W O O p G R�L i.E, f. � , 12' � 1 6° O C � ` � 1x4 & 2x2 with � , ' , 07200-BATI' INSULATION �� ' .� ''� i , ;�i 2" gap � � � 05400-STEEL STUDS ! � �,� l�.,; � � � ;.? ; ``i� 064QU-WOOD COLUMh{ � �> � � � 0920Q-EXTERIOR GYP � %i� ' ,' 1 � ' � ' ;� ENC�OSURE, �I ; ; � BQARD SHfATN1NG I �% �;% � � '?, - beyond � � � _ ' ; , � ; � , � � � � ( 46200 WOOD SIDING � � 06400-WOOD TRIM, , , �, + � 085d4--ALUM CIAD �1QOa WINaQNiS BOARD AND �ATTON I,'' ' ��` � I �! � 2x8 � � � � � ; ,� \ � , 06200-WOaD TRIM, 2�c6 � , , ` � � � ' '' � 10200-OUVERCTURAL ; � � • � � � � \ ; 062(l0-WOQD SIDING, , � � � ` �. ' I � ' I \ board and a on � 09200-GYPSUM BOARO SHEAfiHING � � G 1 � � 07300-ASPHALT SHINGLES � ' � ! �y.;� ` � � ` ' I E05 0�200-earr ��su�,rio� � ; ,. , , 03304--CONCREIE U7500-RO(lF INSULATION-- ° ; � � , , , TOPPlNG � � a � � ' , 03300-CONCRETE T4PPiNG ' I � 053Q0-SIEEL OECK , 0920�-GYPSUM 6aARD - IYPE X � ^ � � I ���; ,� , , � 05340-STfEI DECK ' ``, ; � . + � � _ � � y d Q5340-STEEI. OfCK �' ' ` ' UPPER fI.OQR � 07200�BAn INSULATION -- -�--- � UPPER 1EVEL _ � ____._ __ .� _ _ _ , A 114'-$ ($350.5} � _ _ _4 �,�_� _ � ` . - 1».-a �s�a 7�} � � EO$ �`s—�' a . .� , d , � . i ; i , � i ' � �' i i I ' ' e' R 17 � ' � ' � � � � - � � � � f � - - � , i , �` ' _ ` � � i �,...._ ....___....�_� I 05400-STEEL STt1DS `' r ' I I _._ _ ! .._ � � �� 2'-7" 1YP 7° � \� � �..�_- , ; ; 0&200-WOOD TRIM, 2x6 i � � 05200-fXTERIOR GYP. � �� � ; � � � I 32 ( BOARD SHFATHlNG � % ;',,� � �I ♦ / i ; ; ! � � I 2 04$DO-Si'QNE VENEER i j ,- � ' � --'a , � � � - --, � � � � � , __ � _ _________ , � � � � _ ___�.___ � , � , f � N ��-- _ i � � r , � 1.0. FASCfA _ � ; ; GEI�ING LINE i10'-3 1/2° (8346.3') � ; � I � ' � � � � � RE: A3 SERIES f � � a �-=�4- VV I � i 05400-STEEL STUUS ' ' ' ` I M �,t- - � ! 072U0-BAiT iNSUTATIQN � ; .��� � A���� � { � ,-- � ' s,;, 1� _. —_...._.________ i � � ' ____--..--- �.��__�. � � E31A '- �-- � � ; '� :�� ��� , , - I r N ' �( ... � 1 f� � W i� ' ? � I `�--L ' ' --- I ; i 092fl0-GYPSUM BOARD SNFATKING " ' i i � � �. �= . .' , � i ' _ ' I` ' �4r , � � r a� � oa800—sTO�E v�N� � �� � � i i � '� 1 C �..�--. � � � i i '��- �-ti+ ' �a' � i � � ' i ^ / � 0620(}-WOOD S{D(NG, � �, � �� - 1 { ' � ,�` <<;��r �;r, f 1 � 80ARD AND BATfON r.�.. � � ; ; � � ��'2�� M f � , � � ; � � ..._.�.��__��..._. '� i , � � 0620d-W40D IRIM, 2x8 � � , �+__ ; � ; � ,.�� -_� , 033Q0-CONCREfE � � � s , �___ _ EO� �.�� ,r^�y{��.,; � � ' � � 1 I . 4a � t � � Y.i�j£� TOPPING � ' � � l ' - � e ; � 092(�-GYPSUM BQARD \ 05304-STEEL DECK � ' ' � � _ . 1 � ' � i i ,." � � � i i � M � 1 �: �j- a �a � I d 1 I 1 a I � ` — — _ '��_ �4 t l f 092(JO-MfTAL STUDS� ��H, 6p I , n � � ' ` d a . • +� j� a�� ' � ^ ��T � —i I i ' I f 1=1 i 1=1 I 1=1 I 1=!l 1=1�i--- .° , y F � 0720D-BATf INSULATK?N ° ' � , =1 I 1=i I I=1 I I�I 1 I�'I I�i I I�I I 1=1 I c � ' } •` , , 09200-GYPSUM 80ARtl SHfATHING - _ - - _ ��. �° • � ; ;= 1 -I � I I �I l_ �d� � a � _ I f—lllill1—III=111=111-111=11I . , ; � — — i o5t00 sTEEI. 6EAM _ - = i=� _ _ � � - - � � ; _ �� "' —_ I � 1 � � 0�20o BATT INSULATlON ( a _ i I i 1 I_.._I. I I I I=1 I 1—!I I I_I I I-1 I 1— f !I—I I I , � 09200-ME„fAl STUDS, , � "I I I-11 ,_� � �"I I I—I l I—� {I—)I I�f f-r- -- ,. �2 � �6 Q � o5aoo-s��� sruos �� ' I—I I I�i E I=1 I I�`I I I�I I 1�1 I I-1�I— °�° � � 3 1 I1 I TA�+ ^p� I I I � I I—I�I—! I i�l i{—t E I—I i I—I I I-1 I ° 1 , j � � 1 I-1 I I�i�I�i��—� I I—�t � �4 ° �FriUEL�RH� � I=111={ I 1=1 I 1=1 I 1=1 {1=1 I 1=1 t�— �. � ; e�c�sTAC� =1 I 1=1 I I-1 I I�,=1 I 1={I i 'a .� . � A136 , , AUDITORIUM 1=! I I—I 1 !—�I—I I I----I I I 0 A,� I I I—I I I—I I I—I I 1—)I l---I I(=I i(—I I ' ° ; ; �'� =1_ _I _ — p' aRC�ITfcT'S PRO�ECT NUMB�: � � � �—�i�—i i i—i i- - - '_ ° -' ; ' i ��=��i-�i i—i i i—E i�_ . 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SHOWN ON WALL SECTiONS - ���' � � �' � D750(1-ROOF (NSUlATION 3 STEEL STRl1CTt1RE SHOWN FOR 6ETAILIN� OF ARCHITECTllRAL FINISNES QNLY REfER TO g� REFER TO FINISN SCNEDULE AND iNTERIQR EI.EVATIONS FOR ALL WALL, CEILING, FLOOR - SIfCI 09200-GYPSUI� BOARD - TYP� X SPECIfICATfON FOR FiRE PROOFlNG REfER TO SIRUCTURAL DRAW�NGS FOR STRUCTURAL �D BASE MATfRIALS AND FlNISH DESIGNATlONS � j 3�-6' 7" � � i0 REFER TO A3 SEkIES - CEIUNG PtANS AND CEILING aETAILS FOR ELEVaTI0N5 AND U530U-STEEL OECK DETA{LS AND SPECIFIC CONDIi1QI�S TO RIDGE ' � 01200-81�TT INSULATIQN 4. MASONRY VENEER SHELF ANGLE AT FQUNDATION SNOWN 6" 6ELOW GRADE REFER TO ����,/QS�p�4idRY OPENINGS) REFER5 T4 NOMINAL OPENINGS AT MASONRY UNlT —L. _ CIVIL DRAWINGS FOR GRADING EIEVAl10NS AND StRUGTURAl. DRAWINGS FOR SiTE CONSIRUC110N. 121'-3' (835J,25') ( C�NDITI4NS AT gUfLDING PERIMEfER LOCATE WiCKS �IIN 6"ABOVE GRADE, M!N 24" Q�I }2. REfER TO ELECIRICAL AND MECHANICAL ORAWlNGS FOR SYSIEM 1NTERFACE NOT , ( NORTH SIDE Of BUIE.OING SHOWN ON WA�L SECTIQNS K t.T Y P C U t.L S 5 Y j��x s n v s o r s � 5 FLASHING, QAMPPROO�ING AND INSULATIQN SH04�IN flN DRAWINGS lNDICATE VERTICAL 13. CONTRACTOR QR WINDOW MANUFACTURER TO OESIGN, PROVIDE AND INSTALt COMPLETE AR C N I T E C T 5, P c CONDITIONS dN1.Y. TNE GONRNUI�Y 4F �NE SYSTEMS 15 1HE INTEN� OF THE AftCHITECT ANO WINOQW ATiACHMENT TO STRUCT�RAE. STEEL OR STRUCIURAL CONGRETE MASONRY UNlTS I 06200--WOOD FASCIA 1 TNE RESPONSIBILIY OF 1HE GENERAL CONTRACTOR FER SPECIFICATIONS AN�J WINDOW MANUFACillRERS REQl11REMDVTS NO LOADS TO BE Member Amencon s�s���„+a or A.�h��e�� ( � 6. SFALANT ANp BACKER ROaS TYP1CAt AT ALL. EXTERIOR p�OR, WINDQ�! AN6 LQWER �ANSFERREd 7Q MASQNRY VENEER ` i np����GS 14 E7(TENQ F1NlSHED WALL SURFACES MINIMUM 4' ABOVE F1NISHED CEIIING ELEVATlONS. wnter 5aua�e, 1512 Ldrtmer Street 7. 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E a ia l:o�'li I.;' e r ° I = i o�I_.� � �. t ° , r CONCREfE - ' _ � — [' � �� _ - � , y � + � I �'- ' ' � n4 c0 n0�n a•• �°.o0°a4 o4°a � � ' • � ' _. �-, ., �— I --- � �—� I� �— ooa40000a�° ` I I WAII SECTION GENERAL NOTES• _ 1. PROUIDE NEOPRENE SHEEf MATERIAL BEiWEEN ALUMINUM AWD STEEI MATERIALS. - 2 RE�ER TO CIVIL AND lANDSCAPE DRAWfPSGS f4R S1TE GRADING ANQ SPOT ELEVATIONS AS THEY OCUR. _ 3. SiEEL STftllCTURE SNOWN FQR DEfAIIJNG Qf ARCHITECTURAL FINISHES ONLY. REfER TO . SPECIFICATION FOR RRE PROOFING RE�ER ?0 STRUCTURAL DRAWINGS FOR STRUCTURAL aETAILS AND SPECIFIC CQNDITfQNS. 4 MASOM2Y VENEER SHELE ANGLE A3' fQUNQAIION SHOWN 6° BELQW GRADE RffER TO CML DRAWINGS FOR GRAOING E(.EVATIONS AN� STRl1CTURAL DRAWINGS FOR SlTE CONQiTIQNS AT BUIL�ING PERI}�ETER lOCAI� WICKS MIN 6° ABOVE GRADE, MiN 24" ON K t.T P P C O I.L:s S Y J E N K S D v B O r s NORTH 51aE 0� BUlLDING 5 fU�SHING, QAMPPROOFING AND 1NSULATION SHq4�+t ON DRAWlNGS fNDICAIE VERIICAI A R C H I T E C T S, P c CaNINTIONS ONtY THE CONANt11TY OF THE SYSTE�IS kS THE INTENT OF THE ARCHITECX ANO THE RESPdNSIBI�TY OF THE GENERAL C4NTRACTOR. n,�em�a� AmaNcon�n9titUte of��h�ta�ts 6 SEAIANT AND BACKER ROQS TYPICAL AT ALL EX(ER16R DOOR, WINDOW AND LOt1VER OPEMNGS Writer Square, 1512 l.ar�mer Street 7. ALL WOOD BLOCKING SNOWN ON DRAWfNGS SHALi. HE FlRE-RETARDA�IT TREATED REFER s�ds��s�ei,Qenver,coio.�do so2oz TO SPEC�FICATiONS 8. REFER TO WINDQW SCHEDULE AND ELEVATIONS FOR WINOQWS AND GUIZING lYPES NOT ph 303-693-1990 fax 303-893-220d SHQWN ON WALL SEGTIONS 9. RE�ER T4 fiNISH SCHEDt1LE AND INTERIOR Et�VATiQNS FQR ALL WALL, CEII.ING, FLOOR AND BASE MATERIALS AND FlNISH DESIGNATIONS 10 REFER TO A3 SERIES - CEIIING PLANS AND GEIIJNG DETNLS FaR ELEUATIONS ANb �� _=°-y=���- MATERlALS sfr:r J';>_ �_�.'f��°.�ti<. 19 M 0 (MASO�lRY QPENlNGS) ftEFERS TO NOh�INAL OPENINGS AT MASONRY UNIT �'.,,E�'�,��N�--=�"°=-�-a;4�,� �4;,, G�NSTRUCl10N c..,' ,° '�,�-�4 -w 12, REFER T4 ELECTRICAL APIO MECHANICAL DRAWINGS FOR SYSTEM lNTERFACE NOT � � � "�1 '�, SNOWN ON WALL SECTIONS �( � '���'�°��`�� `� < <_�_ ,,. ... 13 CONTRACTOR OR W(NDON! MANUFACRJRER TO DESIGN, PROVIDE AND INSTALL CdMPLEff � � ,,_,.,, �-, � WlNQOW ATTACHMENi' TO STRUCTURAL STEEE. QR STRUCTURAi. 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REFER TO CNIL AND L.ANdSCAPE DRAWINGS FOR SITE GRAQiNG AND SP4T ELEVATIONS AS THEY OCUR - 3 STEEL STRUCTURE SH4WN FOR DEtAILING OF ARCHffECTURAL FlNISHES QNLY REFER TO , SPECIfiCATi4tJ FOR FlRE PRflOFlNG REfER TO STRUCTIIRAL DRAWINGS FOR STRUCTURAL DEfAIlS ANQ SPECIFIC CONDfTiONS 4. MASONRY VENEER SHEtF ANGLE AT FQUNDAIIQN SHOWN 6` BELOW �RADE. RfFER TO CIVlL QRAWINGS fQR GRA6ING ELEVATIQNS AND STRUCTURAI. DRAWINGS FOR SiTE CflNQmON� AT BUILDING PERlMEfER LQCAT£ W1CKS MIN 6" ABOVE GRADE, MIN 24° QN K t,r p Y C U t,U s s Y J},�a x s I�u B o t s NORTH SIDE OF BUI�DING 5 FIASNING, DAMPPROOFING AND INSULATION $HOWN ON ORAWINGS INOIGATE VERTICAL a R c H i r e c rs, P c CAND1114N5 QNLY. THE C6MlNUItY OF THE SYSTEti4S !S THE INTENT 0�' TNE ARCHlTfCT AND T�E f�SPONSI81L3Y OF THE GENERAL CONTRACTOR Mamber Amer�can Ins�dWe of Archaecia 6. SEAIANT AND BACKER R4DS 1YPICAC AT ALt EXTERIQR DQOR, WINDOW AND LOUVER OPENINGS Wrtter$quarg, 1$12 tarimgr Straet � � � 7. AL.I. WOOD BLOCK3NG $HOWN ON �RAWINGS SHALL BE RRE-RETARDANT TREATEQ REFER Bridpe Level,Denvar,Co�orodo 80202 t0 SPECIFICAII4NS ' ' ' 8. REfER 70 WlND04N SCHEDULE AND kI.EUATiONS FOR WINOOWS AND GLAZING iYPES NOT gh 3Q3 893-1990 fcz30.3-893-220d ` SHOWN aN WALL SECTlONS. � ; � 9. REF� TO FINISH SCHEDULE ANQ INiER10R ELEVATIONS FOR ALL WALL, CEll1NG, fL04R € AND BASE MATERIAI.S AND F3NiSH D�SIGNATIONS � R22 .i I ; 10. REFER TO A3 SERfES - CEIUNG PlAN5 AND CEIUNG DETAILS FOR ELEVATIONS AND .-�'`i=-=�;-=-�.�� �..._, ,. MATERIALS. �%� �� �''T��, �:}, � f � » � � t t. M(� (NIAASONRY QPENINGS) REFERS TO NQMINAI. OPENINGS AT MASONRY t1NiT f�,��$"°m"�Y-°'�'�r�-�;� � / 1-6 IYP. � � � � ��-� �. �:��� �.� CONSTRUCTI4N. � '� " �,�Y;y=� � I � I � 12 REFER �f0 ECECTRICAi,AND MECHANICAI. DRAWINGS FOR SYSTEM INTERfACE NOT � ' � ' � � h SHQWN ON WALL SECTIONS " �Y�C��t;'� �� TO RIDGE %��" 13. CONTRACTOR OR WINDOW MANUFRCI'URER t0 DESIGN PROVIDE AND INSIALL CQMPLETE f Lf_..,r�,.:II o ��-���;,�L� � � - - - - - ' { - - - - - - - � � �__�?�L_j���j N�NDOW ATfACHI�ENT TO STRUCTURAL STEEt OR STRUCTURAL CONCRETE MASONRY IJNiTS �- 140'-0" ($37fi� -�r'�---� ' �'7`�J . 06200-WQ00 FASCIA � 01010-IXISTING ^� �� PER SPECIFlCATIQNS ANQ WINDOW MANUFACTURERS REQUIREMEM'S. NO L4ADS TO 8E � � � � iNEATNERVANE ;; 07400--PREF4RMED METAL ROOF PANEL; TRANSFERRED TO I�ASONRY VENEER `�� �r A��``C,,,� o-, � � ;; co er standm seam u c`�� e�rf. �' ._ � ( ' � T.O. CUf'OlA _ _ _ _ _ _ _ f _ � _ � J � , _ _ _ _ _ " 07500-ROOF INSULATION 14. IXTENQ F(NISNEO WALL SURFAGES MINIMUM 4 ASOVE FlNl5HE0 CE1l,ING ELEVAIIONS ����.� �y��,J`���� � Q920a-GYPSUM fl4ARD - 1YPE X �3s'—> >/2' {s��a s') ' 12 �� � � Q530U-STEEL DECK � 06200-W000 HRACKET, � 4 � / ' 6�`�` � rough sawn ,__ � � � �� COPYRIQHT 2003 � 1D2U0-ARCHITECTURAL LOWER �� � � ( �____r, ( 01346-ASPHALT SHINGLES 7his documer+t�a an instrumant of service,and as such,remains the proparry of the Architect. � � 0750D-ROOF INSIlIl1TlON � ParmFsstar+far use of this doc�men+is lim�tad —, ( i t � � � I Q9200-GYPSUM BOARU - iYPf X i i � i cnd can be extended only by wr�tten agreement � I `.� , ° � � � � with Kii p Colussy Jenks pupo�s Architecta P.0 ° ��# �. � 05304-STEEl. 6ECK � � P , d- I u- � ( 07200-BATf INSULATCON ' I ` ^ ^ y - - - - - - y - 06200-WOOD FASCIA _ - � � Ii ' 051{l0-STRUCTl1RAL STEEL T 0_ DECK � 101d0-ARGHITECTURAL LOINER � } I � Ol$t 1-SPRAYED APPUED FIRE PROORNG }34'-10' {8370 83') � I � � ' 1 � E � l I � ( � � ' � � � _� , , � i Q �� T 0, RIDGE '- 133'-4 1/4" (8369 4'� _ _ _ _ - - I--- - - - - - - - - - - - - - - - 133'-4 1/4' (8369.4') - - - - - - � - - - - - - - - - - I � � 07400—PRfFQR�D�IfTAI ROQf PANFI• � copper an �ng seam � I ' � 01500-ROOF IySUTAT{ON 09200-GYF5U�1 BOARD - iYPE X ��'� � � 053Q0-STEEL DECK �'`�,� � � 07240-SA1T INStJLATION �` I � � `� ��$ I � . � �� � �,._.� �..._��.�r. � '( ' C' � 2'-7° TYP. 1° \ � � " � M ' �� � � � ( � � ;� ; � R17 � ;� ; � ,2 ` �--- --- � ; � _ 7�{ , � ;� � � s �-.— � ' 2''"7* i 1�. 7a ` 1 1 II1 � � • � � { I " ' T.0 FASCIA � � ( �2 �� � 127'--4' �83&3 3'} � j � g � 07300-ASPHALT SHINGLES \ / �f� � D7500-RODf INSUlATI4N ;� ; ��, _ �� " � ' � , ^ TO FASCG4 _ _ I 09200-GYPSUM BOARD - iYPE X ,, , N, ; ; 06200-WOOD BRACKET, � 125-1 tA (83fi1.6'� � � 05300-STEEL DECK �I � rough sown � / 47200-BAT! INSULATION �� I ° � �I � ___________________________________________________________ ______ � �.��—_ �' 05i00-STRUCTURAL STEEL ; ; - -------------------------------------------------------------------------______--___--_----------- � I j) j � n ^ � � I 06200-WOOD TRIM 6 " , -------------------..--__�________-- � ; -----_________..___------------- � , (V __'_"_""'______'__""�_..�_"____'____"'___.�"_..,�._�....�.....�� 1 � � I tll t� 1 � � i 1 i 1�, ;I j � � �;� �� � i � 1 I i �I� 1� I � 1 I� �11 ' i " � � � , � , '� � i ;, ; � � 08500-ALUI� CtkD W04D WlND(lWS 'I ' i i 06200-WOOD TRIM, 8' �, � � l�'���"`�"' � �r'��"����.. 07204-BATf INSUTATION a ; _ ` I� ,t..� ��?� � '� � � BDARD � • �� � ' � � °' ; CONFERENC�ROOM � � : � , Q ;� � � C222 :<C � ; � � �I � � � � I � �� ;� ; � �:� }�`� � KITCHEN , , 08500-ALfJM CL4Q WOQQ WINDOWS ��; �'��.� �� C223 'I ' as2�—w000 �iM, s° �=,� �. �� ' 07200-BATf INSULA1i0N �l ;� 05400-S�EEL STUDS ;I ; 6FFICE D540D-STEEL S�laS �'� '� ����'S4, R�� 09200-GYPSUM BaARD - IYPE X ;' ; �27 �9200-GYPSUM BQARD - TYPE X /-- \ 06200-WOF}0 SIDING, ;I ; U6�Q0-W006 51DfNG, board and batton ;' ; board and batton 033�0-CONGREtE TOPPING 03300-CQNCREfE TOPPING 07504-SINGLE PLY MENBRAN � 0530D-STEE� DECK ;' � � UPPER IEVEL ROQFlNG, adhered ( � � UPPFR I.EVEI 05300-STEEL dECK �114'-8" (8350 7') 07500-ROQF INS�II.ATION—rI -— , , 4 , '" , � , o� ` , a � • < . ., , , " ,, ' < 114'-8' (8350 7') , - - - - - ," . , a , ' d a • •, a .a , a , � "L ^ a � 4° ° , , • • ,, 4 , N VJ2W�V I f JVfl� UVF1�U – I f f'E A + � Q ° e d � a d ♦ a I h T 0 ROOf � 05300-STEEt DECK I � I ' t 13'-6° (8349.5') � ( \ � ( � � � � ARCHITECT'S PRaJECT NUh�BER. � � � � � Zoo� .o2s „ , � , � � ; � , , � � �,� , � � T ! � � � � WTRl11r{{ DE�GN DEVEI.OPt�ENT NOV�I�R 19, 200Z ", ! D wEl. � — 1 � ! 1 I � � � . .� f I - 07204-BAi7 INSUlAT1QN � i � I �� 0920Q-GYPSUM B4ARD - TYPE X � � DESIGN OEVELOPIyIENT FEBR4IARY 14, 2003 d 05100-STRt1CTURA� STEEL � � � ; ; � OESI{�V OEYEIOPl�ENT I�ARCH 17, 2003 � � , a�2ao—earr iNSUt�rioN , , Q t I i i C4NSTRI�TK?N DOCt1MENTS - _.MAY 9: LW3 a � 05400-STEEL STUDS , , � � � - } � � � � � + � __________..----------------------- � � � � � , � , � ,t. ; ; o � � � , >� � � a. � I ------- ------------------------------------------------------------------------------------------------ -------------------------------- --------------------------------------_________-___________--_____------------------------- - ----------------------------------------------------------------------------------------------------------------------,------- � ; � �__ �— ; ; � ; � � � ,, � : ; ; s � � � ► � ; ; I i , t I f I I �p1�`� VfWli�. �� � � t � ( � I I / 1 I � � ; ; ' ' ' ' 0850D-ALUM. CLAQ W�0 NVINDOtiYS ; ; � 1 F � I � � CHECKED: ; ; j i � i� j KINDERGARTEN � � � ' ' i . � � C121 ; ; ; ' � � i � ii � t ;� � � i ; I I � I i i ���: i a ' t i i � , i i i � i � , , � � ; � � , , � � , � � 1 f I 1 � 1 1 1 I 1 1 � I KINDERGARTEN I ` I � I ' ' ' C121 � � � � ( f ; j � ; � , , , ` � I � � k � � � � � � 04800-STQNE CAP � ! KINDERGARTEN C 24 � � I � 07 00-SHE�T WATE PROOFlNG + i C121 033()0-CONCRETE SLAB ON GRADE � � I 07100-SHfEI'WATERPROOf3NG � °� EOZ / 03300-GQNCRETE S1AB QN GRA�E ; ; VAI� MOUNTAIN SCHOOL ; � � 02300-GRAVEI SUB-BASE ' "' � D23Q0-GRAVEL SU9-8A5E � � � ��� ; � 0230Q-COh-0PACTED �ItL � HWN fL00R � � 02340-COMPACTED FILL � i VQ1I, COIOrC1{IO �/� ns Q��c a a e � a � � • � • y • � e r ■ 4 � � � � a d • a r UD�–L �VJJU,� • e o a `� d r � < e d � o a • 100-6 t8336'} _ _ _ i a d •4 y d a ♦ d a o • s d a . • Q T (_( 1 I–^_ ae d a e �_ _ Q 4 �- �F ' I—� -- — � ` I 1 ! F — i=� =� �— 4 • —� �—� —� —� —� � —� —� =� — —� �=i �� �—� � �—► -_� —� I I�I 1 I�I I I I I I �a � — �i — _�= _ �= —� �� — � — —i — _ � �= � — — -----� �,A � i— -� =i� �-=i i-= =I i I=1 � I=I I I� ° � °' ° � I I=I I 1 I � I—i I I—i i I=i I �=1 I I=I i I=I � 1=I i I=I I 1=1 I I�I I i=l i I—i ! 1=� I I— '�1=11 C=1 I�`—_�—I- a—'a �!I—I I 1=1 I I�I 1 I�� I 1=I I 1=1 I 1=1 I 1—i I 1=1 I (-1 i I�I I I=1 I IYI C 1=I i 1=! I 1=1 I I=1 I 1 WALI SECTIaN GENERAL NOTES• t PROVIDE NEOPRENE SHEET MATERfAi. BETWEEN RLUMINtJ1N AND STEEL MATERIALS. - 2. REFER T4 CNfL AND LAN05CAPE ORAWlNGS FQR SITE GRADING AND SPOT ELEVATIbNS AS � iHEY OCUR 3 Sl'EEL STRUCTURE SNOWN FOR dETAILING OF ARCHITECTURAL FINISNES ONtY. REFER TO . - �1 SFECIFlCATIQN FOR FERE PROOFING REFER TO STRUCTURAL ORAY41NG5 fOR StRt1CTllRAI lC E �� �� DEfAilS AND SPECIFlC C�NQITIONS '' 4, MAS6NRY UENEER SHEIF ANGLE AT FOUNDATION SHOWN 6" BQOW GRAO�. REfER TQ 07300-ASPHALT SHINGLES , Q73(3�-ASPHALT SHINGLES ; CIVfI DftAWINGS FOR GRADING ELEVA110NS AND 5TRUCIl1RAL DRAWINGS FOR SITE � p150U-R40F iNSULATION ! 075Q0-ROOF fNSULATION CONDITIONS AT BUILDING RER(METER LOCATE WICKS M1N 6' ABOVE GRADE, M1N 24" QN I 09240-GYPSUM BOARp - TYPE X � 0920fl-GYPSUh4 B�F�ft6 - IYPE X NORTH SIDE OF BUILOING j Ki IPP CU1 USSY }?iVKS nUBU1S I� 05340-STEEL DECK - - --- - ---- � 0530fl-STEEL DECK 5 FlASNING, DAMPPRQOFING ANO iNSUTATION SHOWN ON DRAININGS lN�ICATE VERTICAL A R C N 1 T E C T S, P c 07204-BATT INSUlATiON , Q7200--BATT INSULATION CONDITIONS ONLY. THE GONil�dUl1Y Of THE SYSTEMS IS THE lNTENT OF TliE ARCHITECT AND (� � THE RESPOlVSiBiLTY (3F THE GENERAL CONTRACTOR �.iBmber Amencan Instituie o(.Arch+lgcis • � 6 SEAIANT AN� BACKER R�DS 1YPIGAL AT Ail IXTE�IOR DOOR, WINDOW AND LOWER ' OPENiNGS Wnter SqVare, 1'S12 Lonmer$treet R17 . R17 � � 7 ALL WOOD BLOGKING SHOWN QN DRAWlNGS SHALL BE FIR£-REtAROANT TREATED REFER TO SPECIFICATIONS /�— ———'�-"' r--2-7p�—— 7T.* BridSg Levei,Dsnva:Colorado$0202 / ��-�� �. ' 1 I � 8. REFER TO WINDOW 5CHEOULE AND ELEVATIONS fOR WIND�WS AND GL4ZkNG lYPES NOT pF.303-893-i 990 fox 3Q3-893-2204 � SHOWN ON WALL SECTI�NS I 12 � 12 � AND BASE MATERIA�LS AND�FlNISH�O�N E�p SE�EVATIONS FQR AEL WkLt, CaLING, FLQQR � 6 � , ( 6 � 1b. REFER T4 A3 SERIES - CEILING PIANS Mld CEILING DETAiLS FOR ELEVATiQNS AND ,�=-�.=�-e r==..�.�� � .�a '��_., � � 07240- BATT WSULATIflN MATERIALS .�j!� �>'+ ��a� ,^"-, .� ?fl FASCIA � � T4 FASCIA _ _ � 092Q0-METAL STUQS, 6° CQNSTRUGIIQNQNRY 4PENINGS) REFERS TO fJOM1NAL OPENiNGS AT MASQNRY UNIT � �' � �,j �� - - - • � ����� ����/=u�`��"• 116'-14 3 4' 83529' �— �ifi�-10 3�4 �83529� ( f MACHANICAL 12 REfER TO ELECTRICAL ANQ MECHAf�lICAL DRAWINGS FOR SYSTEN INTERFACE NQT �/ � 3 ^ � t � � � , . -- ,�_;1 NQZANINE SHOWN ON WAIL SECiIQN5 C �Lr , { � � ` � ( , �4� 13. CONTRACTOR OR WIN[�OW MANUFACTURER TO aESIGN, PRQVIOE AND fNSTALL CO�PLETE 'i� -�� \ � / " �' �� / 05100-STRUCTURAL STEEL WINDOW ATfACNMENT TO STRUCTURAL STEEL OR STRl1CTf1�Al CdNCRETE MASQNRY UN�TS ���•�� � `_ _� _ 05100-STRUCTURAL STEEL N ,` �w�_^ 43300-C�NCRETE TOPPING p�R SFECIFfCATIONS ANQ WINI�W MRNUFACTURERS ftEQUlREMENTS N4 LOkDS TO BE � ' 05300-STEEL DECK TRANSFERRED iD MASQNRY VENEER `'CA.. Q��C,,� � �fECHANICAL MAllANINE � 14 EXTEND F7NiSHEO WALL SURFACES MINIMUM 4" ABOVE FfNiSNED GEiUNG ELEVATIONS `���`� D k���,� "" � _ _ -- _ _ - - - - - - - - - - - � . . 114'-$' {a350 8`) 4 � , � a A � — � � ' COPYRIOHT 2003 �v- •v- �'� �T� This doct�ment is an �nstrvment ot service,ond r�-� � as such,remal�s the properry of the Arthitact. � i � Permiss�on for use of this document is limflpd � � and con l�e ex#ondod only}�y wntfan ag�eemant � ` with Klipp Colvssy Jenks 1JuLiois Archttects,P.0 � � 1 ; , . i.o . . !�I '91 � � 4 � i . . t . • ...ti�.�....���.."�.'_��_�__'_�_�______`�__ "'____"__ �.�-.'�.......�...�.�..�...��.....-._"��_��_'.-.____' � ' ,_"'i__"_____'_' i___.�-___'_"_______",',__'__ � � 1 I 1 I i I ' I 1 1 { 1 ! I UDCUU-YYWU ItiIM, LXO � � i f i i i QS20 0 , ..x � � i i i i i i i il I ' � i i i i i + � � I� ' , , , { I 1 t 1 1 1 � � � 1 1 I I 1 I � � I F ! 1 1 f I I I � Q7300-ASPHALT SNINGLES � (�I -• s � � � r� � � R2� �,_�• �p � 07500-ROOF INSUtATION o � �0�a �CI.AD �6 D WINDOWS � ' � 085b0-AWM. CLAD vJ00D WINQOWS � ; � i j � 09200-GYPSU�1 BOARD - 1YPE X �- Q6200-W04D TRiM, 2z6 i ; i 1 ' ; ` + ; i 05300-ST�EL DEGK 05400-STEEI STUOS ` , , , ` ; ; i ; i � 06204-WOOD fASCIA �....,, -i{� 07200-BAiT INSUlA110N ! _ , , f � i � � ' � � � � ` � � � 1.0 RIDGE I � 062D0 �a a a����tto� i � I ! � ! � ; ; � � � 06200-W4QD 51QING� - - board and 6atton ; ; ; ; � � ; � 1 • � � � i30-11 8365.9 06200-WOQa TRIM, 2x8 05400-WSTEEL STUpS2z8 � { � � i ; ; ; ; � . _ � ,� ( ' 04840-STONE C�P ' � AUXIIARY 048Q4-STONE CAP I � ; ; �� � � � � � � � � � — � � � � , � � � � y � i ; ; i sro�+cE c�+r�s�u� �, t ; ; ; ; sHOw��s ; ; � ; ; I ; � 1 _ c�os " e�o� � ! ; � ; c�5� � ; ; ; � � � ' 092Q0-GYPSUM BOARO - i'(PE�X � ; ; ! ; ; � � 09200-GYPSUM B()t�tD - IYPE X BdYS � '� -- ° 048�-STONE VENEER `? 44800-ST6NE VENEER � ; ; 3 � LOCKERS � fl51Q0-STRUCTURAL STEEI � 071t�-SHEEI' WATERPR04FiNG � � 0714(l-SHEEI' WATERPRODFING ; ; � ; ; ���2 10200-ARCHITECTURAL LQWER �� � ED2 033Q0-CONCRETE SLAB QN GRADE , �O� � 1 � � � ; ; ' � 03300-CONCRETE SIAB QN GRADE ��� 023U0-GRAVEL SUB-6ASE 04804-CONCaEi� UNlT P�A50NRY -02300-GRAVEL SUB--BASE � � � � ; � � � 1 �j� � 06200-WOOD BRACKET, � � � � � � � � � � I rough sawn �N ��R � _ � _ I _ � ( 0230D-COMPACTEO Fl{1 • Q9600- RESILIENT W400 Fl.00RING SYSTEM �N ft00R _ _ i 02300-COMPACTED FiLL � � � � � � , �G! � � _ -_f � a i d a ° • a �UV�-V• �WJV�, -- — ' � 4 � a ' ~ � ° 4 6 e q � 4 < 4 � a �I 100'-0" (8336'} - I— ` � ' — �— {I I � � ° �s `� e � � a ; � • ` � ' . . ��� , � �—� � (—� � �—� � ��_� � (— 4° ` ---� �� p u; ..� °, � ° �.,, ' � (—� � �—� � 1=� � ��� � ( ,4. fa+ — — — f { =I 1-- _ F4_-1 —4 — — � ; 1 I I 1=1 I ---1 I 1-= � �`��t.� �, � ��e �� _ _ 1 =�f (=_� ^ ��� i -I � I^—) � I—I 1 �—�_�� � a ' , a � ' I I—I I 1—I � �-'-'-"-) I �-'_-^I I �--'-"'.., � I_"`_"I � ,e d � I I—� � I-'-".` � ��-^-� I I—� � I- -) ( I�I � I--� i �—�—I f rad j � i � �---) I I'-"—� I I'^--� I I'."-^I t I^--^) I ("'r^� I I—� I �'---I � t—� 1 I—I � i—I � I—I l (—� � I---1 I �"—.) � I-�-�-I � I ' • � i �—i � �—� i i—a i i—i � �---- ______ _._..� ; ��, I i 1 — — ��I f I�I I I�I � , °��ea -� ��I I i�l I 1=1 ! 1—.1 I l—i I I�I I I- � . ;I I I�I 1 I-1 ► �. , I�-1 I I�i I I=I 1 I.�i I 1-1 I I�I I f�I E 1=1 I I�I I ��( I �=1 I 1=1 I I�I l I�f I I�I I i� I I_ ,►, , ,= �.____, � .__..__ a . ,�; ,-I I 1=1 f 1=! � � . I=1 I I�I f 1=1 I I�I I I�I I I�I 1 f I �, � � I_I I 1—I y 8 , i I I�I I 1—f I 1=1 I f-11 I—f I 1—i ! I—� I I�I I I=1 I 1-1 I {=11 l=11 I-------I I 1=1 I I�_____ ;�; � '�I-��-��. ���- I--l�l I 1=1 I 1=1 I I�I I I= I 1-1 I 14 --��-�I�!, --� 1�-=_�-I I I;I 1_1-1 I I.�I I I�I I I_ I 1 I I I I ,—i I l—I I I�I I I j I I I,;I I I;I I I-----I I I..�i I I_ !�` � � ' 1 ,�, 1 I �;,I � � � ,4 1=N �f I i�� � 1=I I �_� I i�� I I—J I �fi,Lo,la l �a Lo,� I ; I � I�I I 1—i I I—I i 1—1 I f—i i I—1 I 1—� I 1=1 � 1=1 I i=l � 1=1 � 1=��I=N ��---�I I I�I I I�I ��� I °o0a��a�oaa�Do � s �4 '� �' — — I �1f I �_ I � I �Do�O�D�avOD$ ��� I �-1 II);---;-� I I--� � � ,----� � I--;'--I ( I-I � I-I � I-1 I �—I � �-1 t 1,�I � �—I I �—I � I^� I I---I � f^I I i� ���"°�� ��� I � oo�e o ao��Q � �I I I-^-"I � �-----�I I I�-"""I 1 � , I I � � I oQ� q Q Q a d na � r��i✓, �����. If i �i l I P��D�� � I D o o o Q p o� � • ' a 6 L.V 1 T�„� i.� i�� , tfa�oo-A�u� c�Q wana wiN�ows � °a' d � , � ��� � a d � I �'� . � � i ' — ��^^ � 1NAl.L SECTI�N AT GYM STORA�E `——��� ��— r �" 4 WALL SECTION AT BOYS LOCKERS � �' � as2ao--waoo �i�, zx�o .— ___ � � � ; , .�. �� . e�„, � � � � „ ° � A5.2.4 SCAl.E: 1 2„-1'-0� � ':�, ',`:• '' �� � A5.2.4 SCALE: l/2 -1 —0 � — � ��'° oszoo-w000 s����c, , � b��a ana �ttQ� � � ���� �,��' 5'-0' ' 6° 7' ''� �. ;:����' a72oo-earr ��su�no� � � _ � � , ' 05400-STEEL STUDS r.o. ao�� —— — ———— —— —— ————-�— — ----�. � 0920�-GYPSUlA BOARD - Tf PE X ��� I \ D7600-METAL CAP fLA5HiNG, �17'��" (����/ � I � 12 -- -� capper � �`� 1 MACHANlCAI MEZZANINE T.O. PARAPEf - ' � , C240 116'-6 (8352.57 � , , � � � '� - � � � � � ' ' � - ' ' Q6200-WO�D TRi�I, 2xi2 I % � Q3300-CONCRETE TQPPfNG ( ; � � '��� � ' f � Q5300-STEEL DECK o � � � � U7500-SINGLE PLY MEl�BRANE I :- -- _ - - _ , f� 1 E� � f�ECHANICAt MAllANiNf ;r, E � � ( ROOFlNG, adhered � � � � � i ARCHITECT'S PROJECT NUMBER 1l4'-�' (��.SQ�'1 _ _ _ _ ' ar 6 . _ . � � a a � ; � � r--Q7500-ROOF INSUlA110N - ''�� - � � � � ^ � � � � � ; �-�--r-�-„,�,� 7��� ,n7� - _ � � � 1 69200-GYPSUM BOARQ - lYPE X 1 � ��i� _ - J ' ' 05300-$TEEL DECK � ,i / = �` �`f' - - - -- -��J T.O. RQOF _ � � i � i ------------------- _ 15SU�: ------- ---- 1NTRU�1 DESIGhI OEVELOP4lEM NOVE6IBER 19, 2002 � RZO ' M N - ---- - - ---- 113'-6' (8349.5') � � � -- ------- -- - - -_ - �� , DfSK�N DEVEL(�IENT fEBRUARY 14. 2003 � � � � � -- � _ 07500-SINGLE PLY ►�EMBRANE ROOFlNG, adhered DESIGN OEVELOP#1ENT MARCH 17, 2003 � � �J�SC� — J� , o��oo-Roa� i�su�ar�o� � � , — � ca�sr�uc�no� �u��rrs �r s, � � i • �// I i 09200-GYPS(JM 6DARD - 1YPE X � � � � - � - 05300-STEEL OECK ° 06200-WOOD TRIM; 2x8 ; � 072D0-BATf INSUlAAON 07200-BATT INSUlATION. "' 05iD0-STRUCTUWit STEEL - - �- PA1NT BIACK � 454f}0-STEEL STUDS � �� — _ 09?00-GYPSUM BOARD; ° . � _ UNDfftSIOE 0� 6€APA fi+{CL�URE --------------------------------------------- / � ii I BOTfQM flF CEILING ^ Q��� EC/K5 --_____- --..---_______________...._________---____ � Q6200-Yd00D TRIM, -- x � BOTTOM OF CEILlNG a ( �8400-ALU�IINUM STOREFRQNT � f ��/, / ~ I!i � CIfCI(E� � � I - � � - � II� ,/ - REVI�ONS: 06200-V�OOD SIDiNG, � ' � � � _ r, board and batton / � � _ i i ' i y t saYS i � ( - � , LflCKERS ' � � C150 ; ; I - j D�INING . ; , ' � �'�/ , ; ROOM � + � FflYER `° - - _ C136 06204-W400 TRIM; �8 ; - - C110 � f 04$DO-STdNE CAP � � � � d84Q�-ALUl�I�IUM STOREFROMT D5400-STEEL STUQS ° � ' ' i ,/ -- �— ; , � ;� , , -�- — VAIL MOUNTAIN SCHOOI. � f' — .� , � � Vail, Colorada U9200-GYPSUM 84ARD - TYPE X � � I - ' ` 04800-STQNE CAP � 04800-STONE VENEER � � - -� `r D71�-SHEET WATERPR4t1EiNG , I 05400-STEEL STUDS ; i 07100-SHEET WATERPRO�FlNG _ � 07200-BATf INSUlAtION E T ,, (�20Q-GYPSUA� BOARD - 1YPE X 03�30-CONCREfE SIkB flN GRADE �'' ` /� 44800-STQ�IE VENEER 02304-GRAVEt SUB-BASE � i I U3300=CO�ICRETE SlAB ON GRADE � E�2 _ - ` 43300-CONCRETE SI�6 ON GRADE � 0 2 3 0 Q G R A V E L S U B-B A S E - � 0 2 3 Q U-G R A ti/E l.. S U B-B A S E I�A4N FLOOR 023�-COMPACTED FILl. _ ; _ _ _ - + 02306--C46�iPACTED Fllt DiNING/ LflCKER R00�1 WAt! SECTf�NS MA1N FL40R , 42300-COMPACTED FlLl MAiN FLOOR , �� a 100'-4' {8336') 'a ' � . d a 4 ° ° ° . � 100-4 (8336) ° a° 4 � e ° ' (QZ��`} ,_ '_ _ {j_ 4` • _ ♦ � a� 1 s r A 1 ° tW,-�� UJJV' __ _ t A � N ,— 4 — _ - � � . ' — — — — — — iz� � e ` f i.=I � i � WALL SECTION GENERAL NOTES� 1 PROVfd� NE4PRENE SHEET �IATERIAL BEiWEf_N AtUMiNUM AND STEEt MATERIALS. - 2 REFER TO CfVlL AND tANDSCAPE DRAWINGS F4R SIiE GRAflING ANQ SPOT ELEVATIONS A5 IHEY OCUR - 3 STEEI STRUCTURE SHQWN FOR OETNUNG OF AR�HIIECTURAI FINfSNES QNLY. REFER ZQ � - SPECIFICATION fOR FIRE PROQFING. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL �ETAILS ��D SPECEFIC CQNDIT(ONS 4. MASQNRY VENEER SHELF ANGI.E AT FOUN�ATION SN4WN 6' BEL�W GRADE REFER Ta CMI. DRAWiNGS FOR GRADING ELEVA110NS AND STRUCTIlRAL DRAWIhiGS FOR SITE CONDITfONS AT BUiLDING PERIMETER LaCATE WICKS MIN 6° ABaVE GRADE, MIN 24" ON K t,t P P C U�.�:5 S Y J E N K 5 D U$U[� NORTH SIDE Of BUILpING 5 FLRSHING, DAMPPROOFING AND INSUlATION SNOWN ON DRAWINGS WDICATE VERTICAL ARCH{lEC75, P c GONOITlONS ONIY. tHE CONTINUIIY OF THE SYSiE�iS IS THE 1NTENT OF THE ARCHITECT AND ThE RESPONSIBILTY 6F TNE GENERAI. CONTRACTOR. tv�em5er Arner�co���si�i�ia o�.orch�iQC�B 6 SfAIRNT AND BAGKER RQDS IYPICAI Al'ALL EXTERIQR DOOR, 441NDOW AND LaUVER OPENINGS Wr�ter Sc�uate, T512 Lunmer Street 7 ALL WOOD BLOCKING 5tlaWN ON ORAWiNGS SHALL BE FlRE-REfARDANt ?REATED REfER ena9a�a��i.Denver,Colorado 80202 TO SPECIFICATIONS 8 REFER TO WWDOW SCHEOULE AND ELEVA�IONS FflR WINOOWS AND GIAZING TYPES �€OT ph 3D3-893-7 990 fox 309-893-220d SHOWN ON Y�lALL SECTIONS 9 REFER TO fINfSN SCHEDIILE AND INTERIOR ELEVATION5 FOR ALL WALL, CEItING, FLOOR AND BASE MATERlALS AND FINI5N OESIGNATIONS 10. REFER 1t} A3 5ERIES - CEiLING PLANS AND CEILING DfTAILS fOR ELEVATIONS ANQ �--%'§ `��fY'A� MATERU�LS ���'� �� �'=��a.�.�� 1 t M Q (MAS4NRY �PENINGS) REFERS TO NOMINAL OPENINGS AT MASONRY UNIT , '���v> "" ' °�`r�,�� CONSTRUGTION. � ,� 12 REFER TO ELECTRICAL ANQ MECFIANfCAL DRAWINGS FOR SYSTER� INTERFACE NOT ' � SNOWN ON WALL SECTIONS. �� ��Y n 13. CONTRACiOR OR WINDOW MANUFACTURER TO QESIGN, PROVIOE AND INSTALL CaMPIETE -� " ._� WINDOW ATiACHMENT TO S1RUCtURAL STEEL OR STRUCiURAI CONCRETE �IASQNRY UNITS ;f7�n PER SPECIfICA110NS AND WINOOW MaPVUFACTURERS REQUIREMENi�S. NO LOADS TO BE �..� TRANSFERREO TQ MASONRY VENEER. !C' �! ��V� 14. EXTEND FlNISHEQ WALL SURFACES MlNIMUM 4" ABOVE FIN}SHED CEILING E!_EVATIONS ����D ���`�\��' R�� COPYR1aH7 2tlG3 This document Is pn instrument of servica,and � _^\ as such,remcins rhe proparty of the Archltect_ Psrmiss�on for uae of this documanr is fimited f ��-fiu T'(� and can be axtended onfy by writter�agreemant � y � wrth Klfpp CalussyJenks DuDoisArchitada,P.C. 07300-ASPHAU SHlNGLES , 073�-THERMA� INSULA110N/NAiI B�ARD I T 0. RIDGE 09200-GYP5UM BQRRD - TYPE li 135'-6° (83715�) u _ � r � � Y - - - - - 08200-W000 fASCIA - — —i—� � � 4530U-STEEL DECK, acoustical — � ' � 4720(l-BATT INSUTATIQN � I ` ' � I ' ' �I� � � L� 0730D-ASPHALT SHINGLES \ ` — �'r'� � rou h sflwn � � 06700-WOdD BRAGKET; 07300-THERMAL INSUTAIiaN/NAIL BQARD I re��19 �i-6� �� 09200-GYFSUM BOARD - TYPE X ' 45300-StEEL DECK, acaus6col I 0720a--BATf INSUlATiON ' — a , t 1 �—� .\ ' �. ' � �.�. ��i� � 130'-11" (8366 9') _ _ _ _ _ I _ _ _ _ _ I I � � _ � � i � �,, s , i ' , . , "' ,i I �o�oa–�ct�nECruw�� �ouv� _ � 'I . � , • � � � ( I �� —— �� ^ I 01300_ASPHALT SNINGLES , , � � 0730Q THERhtAt INSULA110N NAII 80ttRD � ;;__ 1�20�-ARCH(TECTURAL LOIIVER � � ' � I � 06200-W04D BRACKE(, I 09200-GYPSUM 60ARD - TYPE X , � rough sawn 0530U--STEEt DEGK, acous#ica ,, � V1I12 , `� � I � i � '� I ! I , ! , � � � � ... , � I I '� ' ' � � ! 0730Q-ASPHALT SHIPiGLES M I � __�,,,_, � � 073Q0-THERMAt INSUtATION/NAIL H ARD o, � � i 09200-GYPSEIM BOARD - T'(PE X " R�� I � � a53Q0-STEEL DECK, acoustica SICf1 --- ' R�� ^ —`� _ �— � � 088�- 1° TfiANSLUCENT � Si111 .———— —— � \ � -a/ � � � - -- -- - INSlltAT1NG GLAZlNG 2'-7° 1YP. � 2'-7" iYP. � , � � � i� I i 12 � 12 ' j s r— € s �— ! , I �i ---- — �� � i / I 1 � i � � '� � - - _� __ �, �o Fasc� ' ,� T 0 FASCiA � �� �2�'-1 i/4' {a�5�.�') – – – – f—– – – —+--- l . A , – – —+– ! - - – - - - --�__–_ _____- _ t-��� � �� , � . � �,, ; , ( ( 121 �1 1/4 (8351.i} ( � � � � , . � ,�I .,\ .,` � � � y;,t�,..�'� ���,��. � W13 � ��, ��, � ; � � � ; p ,� E ' r— `:�. 062D0-W40D SIDlNG; � ; , = � `—— —----- . � ; - � � �� ` �� `� � � '�,��. � baQrd and batton � ' � ; / � , :� � -- --- --. � -._. ___._____._.__ __.- -._. __ ( . • '� � � � `�'��` - -�- '�-'� , "'' I 04800--STONE VENEER ` �— ————� — �' , �` � � R�� i j __ �7300-SINGLE PLY MEMBRANE ' ���� 1 ��3 ( 07300-SINGLE PLY MEMBRANE ��� "' 1 �` " �,'£�'" , � .�;;=: '�� :� RQOFING, adhered �jrp RQ4f1NG, adhered D7300-SiNGLE PLY MEMHRANE 06200-WOOD SIOING, �* I ��� � • T.4 PARAPET � �� 472Q0-BATf lNSUlATEON T 0 PARAPET �' --�`\ D7300-THERMAL INSUTA L�T ' —� � haard and hattan ' 01300--THERMAL (NSUtATION/NAIt BOARD _ _ _ _ RdQFlNG; adhered � �� 118'-0' (8354') - - -� � 0920D-GYPSUM 80ARQ - lYf'E X 05406-STEEL STUDS 118'-0" ($354') \ 118'-0' (8354') ( � { � Q7300-THERMAL INSULATION/NAIL BOARD , i - , ��';'� m ��t?�fi� � ° � O�J�O--STEEC. DECK 092fl0-5/8 IXT. GYP SHFATFIING � '` � � - ' - i � 1 09200-G1PSl1M 84ARD - IYPE X � '� ° 1 1 2 0 6 2 0 0-W O O D T R I M 2 x 6 � � � � D 9 2 0 0-G Y P S U�I B O A R D - T Y P E X ( , , � 0 5 3 0 0-S T E E L a E C K 0$2 0 0-W O O Q T R i h�, 2 x 6 �, d � ;1., � , , � � , I � � o s z o o–w�o� r���s, v�s �, I � , ` ,e I .25 � �, Q5300-STEEL DEC!( � , ; ; D53d0-STEEI OECK °° � , 1 12 1 ; ; I "' � f � � 25f` � � � Ia a a � � f � I I 1 j � , ' I I I I � �°- a � � 08100- HOLLDW METAL � ( I I WINDOW ° , 6 ' ( I � ( a ', ' � D$800- 1' TRANStUCENT � �° . ° � , � 09200-5/S° nPE 'X' G1P BD, t lNSUtAT(NG GI�lZING \ � • / " � � / extend to bottom of deek \ � / � '�"—• �- ""' ARCHITECT'S PRDJECT NUMBER: .° 05100-STftt1CTURAL STEEL , , -�. 04800-STONE VENEER 07200-BATf INSUtATION nnn�1 nno \ ° 07140-SHEEf WAiERPROQFING 09200--5J8" EXT GYP. SNEATHING �05100-5TRUCTURAL STEEL G V V 1 ,V L 0 � 0480D-STONE VENEER " 654Q0-STEEL STUDS ��; ' 0 4 • � � �, . � R 14 - , o�20a-e�rr iNSUtanoN � . INTRUid DESIGN DEVEL(}P�lENT t�vE�ER 19, 2002 r., - a , ^ �S�iN DEVELOPi�EFIT fEBRUARY 14. 20Q3 � ° , fi 0. PARAPET < • � DES�N DEVELOP1�Et�i �ARCH 17, 20Q3 0 ' a ° ° 111'-0' (8347') � ' \ � CONSTRUCAON DOCU�tENiS f1AY 9, 20Q3 � , < - � ,, a _ , -o � � i� � 0 0 ' d• ' . ' � ' I � � � w N , � . . Qr I � v ° 4 t ( Q • a � � ' 1 � � " � a I � 048DQ-CONCREfE UNlT MASONRY ' a•• . - 04800-CONCREfE UNIT MASONRY ; ; . 04&00--GONCRETE 11�IT MASONRY o , _ ( � � � , 062{)0-W000 TRIM, 2x5 ° ; ; EC KS a ,. 04800-C4NCRETE UNIT MASQNRY 04$�-CONCRET£ UNIT MASONRY B4ND BEAM ��' � z- ° r 04800-CONCRETE llNli' MASONRY �..._�. � � � ' ��; BOND BEAhf � .. . SOND BEAM 4920�-5/8" iYPE 'X' GYP BD, � � � � � 1 4810Q-HOLLOW ►�ETAL DOOR 08140-HOLLOW METAL DOOR CHf CKEO: GC a � , � ♦n. a 1 � � � 08500-ALUM CI.AD WQ00 WlNDOWS ' e , , � � � � ` ` ' ' REVISiONS: 4 ° I I I—I I I I � I--I I �—� � "� dJ I � ' I I '1 � I--'� � I—I I I--� � I a a O ' ' {� p�r —I ( �—I ( I—I �—� � d � � ° C'+ I l JI�NtVE o 1 � � (—� � I—I I (—I � I « + fl2700-FOUNDAT10N DRNN MAT i Cta4 ° (}92QQ--5/8" IXT. GYP SHEATH1NG ^ GYMNASI M —I I—I I (f� I IT� � n 01200-FOUNDAi'ION PERIMETfR INSUlA3'ION ; � � ' ` 092Q0-5/8" GYPSUM BOARD - lYPE X C101 � � I—.� � I—I ! 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I— -I I I—( I I—( ( i • I—� I —I I I—f I �—I � �-—I � I I I I , I ____, _ AUXIIARY GYM/ StORAGE WAIL SECTIONS —I I �—� I �—I I � • I I �—� I 1—I I (—� � �—I � I--------� 1 I—I I �—I + a I �� � � I I � � � �I I � � i �I I !�,� -� � I-------I I a—I � �—I � I,-----I � �—I � I— 1 I I 1—� � I—^ 'I �—I � �—tI I f-----I I I � � �1 ! � t I � I � I � — (t 4 — — — — — 111 (t 1 jt E— _ I � � ( �—I I I—� I • , e a I (—� � �-1 I �'�"I I �"',^t'�� � I-"-^� � I---"� ( I—� � I� � ao a —I � I;I 1 i�! 1 I�I l I-1 I I—I I 1— —I 1 l�! i I—I �a,G� �—� � ���-� � 4--`--"� I I�I I I��� � f ' d � a i I�I � f—I t �—I � I—� � —) � �—I � i—I I e e, i � I"'—� � �--'-"t � �^"I � I'w.'^"'I � �^"� i �""_'t � �^"_'I 1 �--� I �—I I i—� I t—� � I—� I►IQ �!� L�O� -� � � _ 111—� I � ° � � �— '� � �—� l �---� � �—� � �'—� � �—� 1 �—� � � �—� � �—� � � ' � � { �--� � �____� � {.W.I I_.._.� , � , � l � � , � � �—� � �—� E ��� � �— �—� � �—� � � °_ � �---� � �;� � ��""� � �-----' � f�"� � �-----� � �-----� � �—� � �--� � �—� � �—� � �—� � �- y .�... 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REFER Td , SPECIffCAT10N FOR FIRE PROQFING RE�ER TQ STRUCTIfRAI ORAWINGS FQR STRl1CTl1RAL DETNLS AND SPECIFEC CONDITIQNS 4 MASONRY VENEEft SNELF ANGLE AT fOUNDAil4N SNQWN 6" BELOW GRADE REFER TO CML DRAWINGS FQR GRADING ELEVATIONS AND STRUCTURAL DRAWINGS �OR SITE COND�IONS AT BUIE DING PERII�ETER E.00ATE WlCKS MIN 6°A60VE GRADE, M1N 24° ON K i,J p A C U i.U s s� J�tv x S D U$v i s NORTH SIDE Of BUILDING 5 FtJ�SHlNG, �AMFPROOFlNG AND INSULATION SHOWN QN DRAWINGS INdlCATE VERTICAI A R C H I T E C T 5, p c GONDITIONS ONLY TNE CONtINUltY OF THE SYSTEMS fS THE INTENF OF' THE ARGHlTECT AND iHE ftESPONS181LTY OF TNE GENERAL CONTRACTOR Member American Ins�,tula of Arch��ects 6 SEAIANi ANQ BACKER RODS Tl'PICAL At A�L EXTERIOR DOOR, WINDOW ANO LOUVER OPENlNGS w�re�sq��ra, 157 2 Lorirnar Street 7. ALL WaQD BLQCKING SNQWN ON DRAWlNGS SHALL BE FlRE-RETARDANT TREATED REFER g�dge�e�et,Demer,Colorodo 80202 TO SPECfF1CAT10NS $ REfQi TO WINDOU! SCHEDULE AND ELEVATI4NS faR WINDOWS AND GLAZING TYPfS NOT ph 303-893-1990 fox 303-893-22Q4 SHOV�N ON WA(.L SECTiONS. 9 REF� TO FlNISH SCHEDULE AND INTERIOR El£VATION5 fOR ALL WALL, CElLING, FLQOR AND BASE MATERf�.S AND FINISH DESIGNAiIONS ���� 10. REfER TO A3 SERlE� - CEILING PEANS AND CEIUNC �ETNLS FOR ELEVATIONS ANO �' �, MATE�IALS f"����\`�=;, � 11 M 0 (MASONRY OPEN(NGS� REFERS T4 NOMiNAL OPENINGS AT MASONRY UNET �����- `" f°��°��� GONSTRUCTION. V'��''��� '�:� e� � 12 REFER TO ELECTRICAL ANO MECHAMCAL DRAWINGS f4R SYSTEM INTEAFAGE NOT � 3 � SHOWN ON 4VALt SECTIONS. � � rC �'�' J 13. CQNTRACT4R OR WINDOw MANUFACTURER TO DESIGN, PROVI�E AND JNSTAII COMPLETE r , ( WIN60W AT[ACHMENT TO STRUCTURAL StEEL OR STRUCTURAL CANCRETE MASONRY UNITS �V� � PER SPEC€FlCATIONS AND WlNDOW MANUFACTURERS REQUIREMENTS NO LOMS TO BE � � TRANSFERREQ TO NASQNRY VENEER, lrE, � ��� RZZ -- -- - I -- - 47300--ASPHALT SHINGLES i4 EXtENQ FlNISHED WALL SURFACES MiNIMUM 4° AB4Vf FINISHED CEILING EI.EVRT10N5. ���,C� C���'� SIfCI i'-' � � 07500-R04F INSl1lAilON 1'-6" iYP. � 09200-GYP�UM BOARD - FYPE X �� � l 05300-STEEL QECK; acousE�col I � 07200-BA1T INSULAItON C�PYRIOHT 2003 This document fs an instrument of ssrvice,c�nd � T 0_ RIDGE _ as s.,�n,r+emains the propany o4 the Architect 135'-6" (83715'} � � ! � Parmission for uss of thts document ts Itmited ' f . and can ba extanded nnly 6y wntten ogreemont with Kltpp Cotussy Jenlcs DuCiois Arch�tects,P C. � j�� ( � E �i � � ��' ( � � �� I ��_......_ 'i r�_'`�1- _.�/ ��; ` E ' a6200-WOOD 6RACKEI', —�-�i --�-- � N raugh sawn �, �'�� _ ��i . � ` � 04800-CONC �fASONRY � )`� \� llNIT, 8' , ' 10206-ARCHlTECTURAL t4UUER� L � � � � ` f � _ I� � 06200-WOOD TRIM, 6° � ____��__.��� i �_ � , � - i „ i 04800-CONC MASONRY I i � , - ( UNIT, 12 a � � e , 1 ' � �! � � � I I� Q7300-ASPHA�T SHfNGLES � �� � � I a7500-R60� 1NSULATION � 06200--W(190 SIDING, ' ' � 092{10-GYPSUM BOA�� - lYPE X � boartl and batton � 05300-STEEL Q€CK; acoustica f r � i . � # , � � Q6200-WQUD TRIM, 8° �3 048Q4-Ct}tVC MASONRY UNIT,� � � 1fi000--LIGHT FIXTURE � 12° 6ond beam � R 17 0740Q-PREFORMED MEfAL R�Of PANEL, � ' ;I � SIITI ,,.- ---------.� copper stond�ng seam _ -�,==' i ,� ' � \ - - :=-��= � i �,i j I 47500-ROOF {NSUTATIQN .,,;�='�`� i' � t 2-1 TYP. � I 09200 GYPSUM 84ARD iYPE X ;� i��� ; � ' 0530�-STEEL DECK; acoastical ���,,,�--��',�,,'�J��i , �1� � I I 5 12 I r'� �si� �S I' ',;� r— R 1� � 05100-STRUCiURAL STEEL r >%� , �-� ; f:i � • � _.._...... _.._.._._��� � ��'�' r i�'�� � � $ICl'1 ;' i�l � I � � 2'-7" lYP ' � ..-�j� ,t�^ _ `��� 08500-ALUM. 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I I— � ° � ' —I I I—I I I�_'"� � I—^� � �—� 1 ��,Twl I I-----! 3 �^.".^�I I (-- � a d a• � —I � t—� ( I'�) � I— �} d a .� a m " . . May 9i tQ�3 a - + �' • � a � 'a d � r4 a d�� erC a 4 " _' � i _ � 3 WALL SECTION AT WEST C�URTYARD 2 WALL SECTION AT FDYER � WALL SECTION AT C�IMBING WALL ��s�e7 A5.2.7 SCALE: 1/2�=1'-0» A5.2J SCALE: 1/2�=1'—On A5.2J SCALE: 1/2n=1'-0" P.�2fl01-�2800 Vail �dtn Scnoa!\2 Drawinas\fl1 Architectural�CD\vm-A5.Z07.dwg May 49, ZOQ3 WALL SECTION GENERAL NOTES. i PROV@E NEOPRENE SNEEF MATERIAL BETWEEN ALUMINUM AND STEEL MATERIALS TO SPECIFICATIONS -� 2 REFER TO CIUiL AND LANaSCAPE DRAWINGS FOR S1TE GRAOING ANO SPOT ELkVATlONS AS 8 REFER TQ WINDQW SGNEDULE AND ELEVAl10N5 FdR WEND01N5 AND GIAZING TYPES NOT THEY OCt1R. SHOWN ON WALL SfCl'IONS - 3 STEEL STRUCTURE SHOWN fOR QETAIL►NG OF ARCHITECTURAL FiNESHES ONl.Y REFER TO g REfER TO FINISH SCHEDULE ANO 1NTERiOR ELEVATIONS FOR ALL WALL, CEILIN6, fL00R SPECIFICATI4N FOR FIRE PROOFlNG REfER TQ STRUCtURAL ORAWENGS FOR SiRUCTURAL �� �SE MATERiALS AND FlN1SH DESIGNA114NS • DETAlLS AND SPECIFIC CdNDIT1QN5 10. REFER TQ A3 SERIES - CJLING PIANS AND CElL1NG DETA4CS FOR EI,EVATIONS AND 4 MASQNRY VENEER SHELF ANGLE AT FQIfNDATlON SHOWN fi" BELOW GRADE �EFER TO �T���S CIVIl, DRAWfNGS FaR GRADING ELEVATIONS AND STRUCTURAL ORAWINGS FOR SITE >>• �0 (MASQNRY OPENINGS} REFERS TQ NOMINAL OPENINGS AT MASflNRY llNIT CQNDITI�NS AT �lil.DING PERIMEiER LOCATE W1CKS �iIN 6° AHOVE GRADE, h�IN 24° ON CONSTRUCTION 12. REFER T6 ELECTRICAL AND NIECHANICAL ORAWiNGS FOR SYSTEM �NTER�'ACE NOT K i,i Y P C U t.L'S S Y J R N K S T}U B U r S NORTH SfDE OF HUiLDING SHOWN ON WALL SECTIOidS 5. FIASNING, QAMPPROOFlNG AND (NSlllATION SHOWN ON DRAWINGS INDICATE VERTICAL 13 CONTRACT�R dR V�INOOW MANUFACTURER TO DESIGN, PROViDE AND iN5TAl1 COMPLEfE A R C N�f E C 75, P_c GONQITIONS QP1LY THE CONTINUi1Y OF THE SYSTEMS IS TNE INTENT QF iNE ARCHITECT ANO WIND4W ATTACHMENT TO STRUCTl1RAt STEEL OR STRl1CTURAL CaNCRETE MASQNRY UNITS TNE RESPOUSIBILTY 4F THE GENERAL CONTRACTOR. PER SPECEFICAl10NS AND iMNDOW MANUFACTURERS REQUIREMENTS. NQ LOADS T� BE Member Amer�can Ins�dure of Arch�iecis 6. SFAL4NT ANQ BACKER RODS 1YPICAL AT A!1 E)QERIOR OOOR, WtNpQtiV ANO LOUVER TR4NSFERRED Ta I�ASQNRY VENEER �FENINGS. 14 EXfEND FIN(SHED WALL SURFACES 6�INIMt1M 4' A60VE FINISHED CEILING ELEVATIONS_ w.�rer sq�p��, 1512 Lonr�'iBr Sireet 7. ALL WOOD BLOCKING SH4WN ON DRAWINGS SHA11 8E FIRE-RETARDANT TREATED REFER Bndge Lavel,Denver,Co�oroda$02Q2 gh 303-843-i 990 iox 303-893-220� ���wg• ._���ti'``Uti �.+'i V �d�f,H�' yF3�� f�;h�`�. i9,�rY �` �"��� ���� � � _eC�_ '(D � � � � �� �� � : 30 � ; ,��� �'� � c ' ' �'�, 6 ��4' , , � � s�p A��,� � � ' � I � i . , � � fl7300-ASPHALT SHINGLES CDPYRl+OHT 2003 II 41500-ROOf INSUTATiQN I � This document is an �nsir�ment of service,and � , � I � as such, remains tha property of the Architeci � I 09200-GYPSUhI SOARD - TYPE X 1'-"0' TYP 7" 45300-STEEL DECK � ��� � Permisslon for use a ihts documQnt is lfm�te � _ _ o7zoo-e�rr ��suu+noN ( � — _ and can 6e eatended oniy by wntfen agreament I � wrth Klipp Colussy Jenks Dv[�ot9 Arch�tects, P.C. 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(��;_—�!I=I I I=I I �=1�Ii-�i WA�L SECTfON GENERAL NOT£S: l PROVIQE NEOPRE�lE SHEET MATERIAL BETWEEN ALUMiNUM AND STEEL MATERIALS TO 5PECfFICAT�?NS - 2 REfER TO CML ANQ LANDSCAPE DRAWINGS FQR SITE GRAUING ANO SP4T ELEVATIONS AS S. �EfER TO WIN(}OW SCNEDULE AND ELEVAiIONS FQR WINDOWS AND GU�ZING TYPES NOT THEY OCUR. SHOWN ON WAl.L SECiIONS. - 3 STEEL STRUCTIiRE SHOWN FOR OETAILING OF ARCHITECTURAL F1NiSHES ONLY REEER T� 9• ���ER TD FlNISH SCHEOULE AND INTERIOR ECEVATIQNS FOR A�L WALL, CE(L1NG, ROOR SPECIFlCATIOEV fOR FIRE PROaFING REfER TD STRUCTURAL DRAWINGS FOR STRUCTURI�. AND 6ASE MATER�At.S A1VD F1NI5H DESIGNATIQNS DETAILS AND SPECIFfC CONDITlONS. �. 10 REFER TQ A3 SERIES - CEIUNG PLANS ANQ CEfUNG DEINLS F4R ELEVATIONS ANQ 4 MAS4NRY VENEER SHELF ANGLE AT FOUNDATION SHOWN &" BELOW GRA�E REFER TO �TERIALS CIVIL DRAWINGS FOR GRA[)ING ELEVATIONS AND STRUCTURAL DRAd�INGS FOR SITE >>• M 0 (MASONRY QPENlNGS) REFERS TO NOMINAL OPENiIVGS AT MASONRY UNIT CON�ITIONS AT BUIIDING PERIMETER LOCATE WiCKS MIN 6" ABOVE GRADE, MIN 24° ON CONSTRUCTION. N4RTH Sl�E OF BUlLDING. 12. REFER TQ ELECTRICAL AND MECHANICAL DRAWINCS FOft SYSTEM lNTERFACE NQT If i,I P F C o I,iJ S S Y �E v K S I�U B o T s 5 FIASHING, OAMPPROOFING AND (NSULATION SHOWN ON QRAWINGS INDICATE VERTICAL SHdWN ON WAl1 SECTIONS. a R c�+i r e c rs, P c CONDITiQNS ONLY THE CQMINUETY QF THE SYSTEMS 1S TWE INTENT aF THE ARCHfTECT ANQ �3. CONTRACTOR OR WiNDOW MANUfACiURER TO DES4GiJ, PROVIaE ANd INSTALL COMPLETE WINDOW AITACFlMENT F4 STRUCTURAL SFfEI OR STRUCIURAL CONCRETE MASONRY UNI?5 THE RESpONSf$ILTY OF TNE GENERAL Cdid1RACTOR PER �f'ECIFlCATIQNS AND WI�JDOW MANUFAC�URERS REQUIREMENTS. NO t0AD5 �Q BE Member American lnatitute oFArchitecta 6. SfAIANT RND BACKER RODS TYPfCAL AT ALL EXTERIOR QQOR, WINpOW ANR LOUVER jRqNSFERRED TO �fASflNRY VENEER 4PENINGS 14. IXTENO FlNISHEQ WALL Sl3RFACES MINfMU�1 4° A80VE FlNISHED C�LING ELEVATIONS. wr�re�sq�4�0, 1512 Lanmer Street 7 ALL WOOd BLOCKfNG SHQWN QN ORAWiNGS SHALL BE FIRE-REfARDANT TREATED. REFfR B�,a9m�.e�0i,Denver,cp�a�do ao�o2 ph 303-893-144tl fax 303-893-2204 '�T_"4 1�/sc4µ�P y p�`�� f fs � r�'" 4+q,�¢'i'�a �l `j`{, ,>,.�,�«.. 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MASONRY VENEER SHELF ANGLE AT FOUNDATION SHOWN 6' BELOW GRADE. REFER TO CIVIL DRAWINGS FOR GRADING EIEVATIONS ANQ STRUCTRIRA� DRAWINGS FOR S1TE CONDmONS AT BU(LDING PERI�fETER L4CATE WICK5 I�IN 6" A@OVE GRADE, M1N 24° QN K i,I P P C U t.U S s Y J t.N K 5 17 U B U t s NORTH SI�E OF BUILDiNG 5. FtASHING, OAMPPROdFlNG ANO INSUlATION SHQWN UN ORAWiNGS INDICATE VERIICAL A R C H{T E C T 5, P c COhlDITIONS ONLY_ THE CdN11NUITY Of TNE SYSTE�IS 1S THE INTENT Q� THf ARCHITECT AND THE RESPONSIBILTY OF TNE GENERAI. CONTRACTOR, Mamber American In$�i�uie of Archilec�a 6 SEALANT AND BACKER R4DS TYPICAL At AlL EX�ERlQR �OOR, WSNDQW MJD LOUVE� OPENINGS, Wr�tar Square, 1512 �arimer Street 7. ALL WOpD BLOCKING SHOMJN OIV ORAWINGS SNALL BE �iRE--REfAROANT TREATED. REFER TO SPEClFIGATIONS BndAe�e�el,Denver,Colerado 8Q202 8. REEfR TO WiNDOW SCHEDUtE AND EIEVATlONS FOR �VfND4WS AND GERZING TYPES NOT ph 343-893-1990 fax 803-893-2204 SNaWN ON WALL SECTIONS 9. REFER TO FI�ISH SCHEQULE AND INiER1pR El.E1(ATIONS FOR ALL �NALL, CEiUNG, FL�R AND BASE MATERIALS ANO FlNiSN OESIGNATIQNS 10 REFER TO A3 SERIES - GEILING PLANS AND CEILING 4ETAILS FOR ELEVATIONS AND -�'v� -�--~��"'��.� .�;---'`� �� MATERIALS '�t ""� �°`°? r:�o. 11 M 0 (k�AS(INRY QPEi�1fNGS) REFERS TQ NOMiINAt t}PENINGS AT MASONRY UNfT �'��''�`���-'�"`���"a;�'�-� CONSIRUCTION. �t���``'� �;N i�� 12 REFER Td ELECTRICAt AND MECNANIG4L DRA�UINGS F�7R SYSTEM INTERFACE NOT £ �'' SN4WN ON WALL SECTIQNS �� �� '' �-� 1� '� �' 13 C4NTRACTOR OR WINDOW MANUFACTURER TQ DESIGN, PROVI�E AND INSTRLL COMPLEfE � � _ -, �:ti;`�, WINDOW AITACHMENT TO STRUCI'URAL STEEL 4R 5TRl3CTtlRAI. CQNCRETE MASQNRY UP�ITS � � ;�� � PER SPECIFlCATIONS ANQ WINDQW MANUFACTURER5 REQUIREMENTS NO LOAOS TQ BE /� TRAIVSFERRED TO MASONRY VENEER F''�C°'��, V �C,�� 34 IXTENQ F1NISHED 4�ALL SURfACES MINIMU�f 4' ABOVE FlNISNED CEl{JNG ELEVATIONS �, �� J�fl ,�$������ � �Q6� i coPVRioHr 2oas This documant is c�n instrument of servlca,and ��.._� ,�� _._.�_ _._� T a. ��F cs such,ramains the propery of the Archit�ct PermTssfon for usa qf tF�ts documeni is I�m�tad – – – �– - - r ` and can be extended only by wntten agrgemanfi t31'-2" {83731'} � ' with Klipp Colussy Jenks pupots Arch�tects,P.0 R � � � �, � � 07300-ASPHALT SHINGLES � �„4, � 07500-RQOF fNSUtATION � { Q9200-GYPSUM 80ARD - TYPE X � 05304-STEEL OECK ; ( � - _- -- � 07204-BATT INSULATION T 0. 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FASCIA .-'�80TfOM OF CElL1NG ;-'`� � ' � � , 123'-4 (/2' (8359 4'} ` - - 1 ; � '� ' � 123'-4 1/2' �8359 4') � � � .,�' ' � � , _ � . ; ; � ° -- -1___ `� � � ` ( I Q51�-STRUCTURAt STEEL BACKER ROD � � � � , "05100-STRUCTURAL STEEL `� �`� ` `�T ^ 05100-STRUCTURAL S�IEEI. d- 079p0-SEAtANT & � � ^ + --- -�------ - - -- -------- ��———— , '� ; � � 0510II-5TRUCTtiRAL SiEEL \ � ' / _ ° ^ 1 � �!' � 06200-WOQD TRIM 6' 061D0- 2x WOOD � , 1 � °4 � 1 �6200-WQOD TRIM, 6" , i I BO1T0�1 OF CEILING� � i�� � 06200 WOOD TR(M, 5 � , !i� , / ' BL�CKING � ; � � ;�� � � , I --� • �t..r, > �•_.._— `— � !L � '� —— —— '' � � t �_.._._. _..� ,,� �BOTiON OF CEIIiNG ; ,,�.,�`�,'�-` ��. � � 1 I ;j� I I ��� �r�� � i � � � I � !i � f { I N 1'� 1 i 1 � ��j ( �'` �,! f 1 M i j�� � � I I i3 � ' � I � � I � � �t � i i 3i � � i I t( � � ; f�� ` 06200-WO�D TRfM, 8p "' � � I . , � � � � ` � � � � � � � j � � 065p0-ALUM. CtAD WOQD WiN00WS � t � � ' ' ART STUDIO I � ffl�IEGN � � ' � ' ' ' � �1 I � t � I N ! I I ^ � � � N � ' � ' l.ANGlJAGE � Q, E + � �, ' I 480(}-STONE VfNEER � I I � , � � �,� �� �� ° ��" -' C I � ART T I � � , 07200-BATt 1NSl1LATi4N � � = A221 � ����,,��'"' ` �:� � _ � � I S UD 0 � ,� i ; E � � ! � AOOfl ; ; 05400-STEEL STUDS `� � � � ' E �� ,, � i � � I �� � ^ , � [� � , ; (� � , � �� , ���,�..,, � � ! 04800-STONE VENEER � , � �, t � � U620(1-WOOD 1RIM, 8" 06200-WOOD TRIM, 8° ` i I ART SNDIO Q1200-BATT 1NSUl�TION '° � �,' � ; 09200-CYPSU�f BOARO SHEATHING 09240-GYPStJM 8t3ARD SHEATtiING ° i � . • ° � 06200-W04D SIDING; 652�-WOOQ SfDING, � , 05400-S1�Ek. STUDS - . + � • � , ! I �Q� `;' ; - � board and batton p�4pp-STEEL STU$atkan � j �- D7100-�HEET WATERPROOF1NG x ' _ ,� ; a ;� s D5400--STEEL STUdS W� ! i Ofi200-WOOD TRIM, 8" M ,: ' �e , � ' d , � 072Q0--BATT 1hISUlATl4N 07260-BATf INSUlAFION ' � � d ° , 061Q0-WOOD BL�CKING � -- os�oo—�uM. CI.Aa WQOD WINDOWS E�3 =1 I1=11 I-=�1 I 1-1 I i— ' 03300-CONCREfE TOPPI�{G 033Q0-CONCREfE TOPPING .�I I I=I I I=) I��I I I, 8 �,r , d,� Q 03300-CONCRETE TOPPING 033Q0-CONCRETE TQPPING 03304-CONCRETE TOPP1NG ' 05300-STEEI. DECK � 053Q0-STEEL pECK I I��I I�=I I�=� I��f •" ` ° 053Q0-STEEL DECK Q5300-STEEL DECK Q53Q0-STEEL DECK UPPER LEVEL � l7PPfR LEVfI. UPPEft LEVEI —j— ` � llPPER LE+lEL - - - UPPER LEVEL _ _ _ , � - - - - }- . • . 4 < . ' 114-8 $350 7 �-�����, ° , a� � a < • a e 114'-8 (8350J') '� • • a < � ) a • 4 � s e � e a � � ° � � i Q e a 9 4 e • 114-8' (8350.7) � �� a , < '• .� . a i14-8 �835fl7'� ^�, • ,�, . , 9 -� t ) I i=`If !1�I1 f I�(I I I� ; � ..° - r--:-- r•5 — • • ' i 14'-8' $3501' � ' ° ' .a I�� � '� " E e, ,�. —lii—F1��—I�1=� II • io , i ; � y �� � -�� I—� I n ! e ` e ' �I—I �1—I I I—I �(—t � a � � - � • �� . . I° J I=I I I-1 I I , I I I— ° � 1 =I I I-I I I—I I I�I I I, `. ° ,' ° a�° ` ___ -- ARCHIT�CT'S PRUiECT NUMBER: , � __ __ _ _ 20n1 _d28 �-� �' =1 I I-1 I 1=1 I�1 I I d�• I 1=1 I l�l I 1=i I 1=I - � � `" � _ t "°� ,A I-!f i—t !I I—I1 I —t .�,a -1 I i—I1 I i-11{!—{t{I I °4 : ; ;� � " �' �su�: ( #` { f{` I ! j` __________________..__----_______ __..---..___�.___ {�N5TRi1CTlON OQCUMENT aAY 9, 2403 N., d i _�� I-4 I I—I I 1—I� I �^--._I ) IT^I�ITI!t�_ e A al ♦ � �e�d �—t� �—�� �—I � �— ° ,�•. -���_�k�—���_��► d 4 a • la< -_ =1 I I—I I(----I I I—i I I {—I i 1�1 I I—I l I—f ., � ,a a -------------------------------------------- -------------------------------- ------------- eono�+ oF cau�c-----� � ., � - . � a �-iif_��� ii ° 1 . -iii___.i�i_.....iii�i�i , , 1 - � "' 0480U-STQNE VENEER -I I I—I I I—I I I=I I I aa �[ ,° �=� ��=���—� ��_ ° Qo i. 8 r ', , - 841T�3h! 4F CEILING o ` =�� �_�t�—) � �= < I . -{��_)��=���=��� _ � � , I Q BOiTOM Of C�ItING � A � � I 6 � , , � 011Q0-SHEET WATERPROOFING -)I I=I I I--I I I=I I I e ' =1!I—1 11�1 I l-1 � • ��, . �' • Q6200-WOOD TRIN, 6 � ��, — 062�-W000 TRIM, 6 0 � ° -� ii-ii �-ii �-i -� � ��—ti�i-1� i�—i�i - a � � � ) � ��� , � ' <,' � a {C I—� I�—I I I�I I ( � —I I I���1—'I �I"I a ; ! .' a (� -- - - ������—�����f� a ,. � ., e � � a , ; —!I I.^I I 1�11 I— 4 __ a � ' d ( , , , . , � i � � E � � q ______��,_�________�_______ .`..�_�____�,__ ___..._,�_�' ,Y I I I 1-I I 1=1 I 1=11 I � � ---------------- -- -- -- I I I__I 1{_111—I A�� A °° � °° ��i � � �(° -i i i-i�i�iii— ° I•• ii—�i i i—�i i—i�� - } � 4 � - � � � �- �;< < ° a! BOFfOMi OF CEIt1N (! I�f I 1-1 I I-1 1 I e ' . 901TOM OF CEIl1NG =1 I 1=I I I=I I(=I `' � �° ' ; ' � ;i� � -! I f-1 I i-l!I= 'j I 1=l I i-1 I I-!!I • , °;6 , a � I� a� ����� � ` , a � ° 41200-BAT[ INSULATlON � I I 1-1 I I-1 I I—,!� Q a � � =i I 1=1 I!-1 I 1-1 d ; ° � , � ' ;`� I c��c�u: � ' , � � 0920b- METAt FURRING, 3 5/8" � .—�� �����—���� . �I . -�'. �I—,!�—���—���, � , � 4• � �- ' 1�` , � � �� f=� ��—�� ����� '' —�������_���—� � � � ' ' ' 68500-ALUM. CtAD WQOa WINDOWS ' Q 8 5 D 0-A L U M C L A D W O Q D 4 Y i N D O W S • � r —I I I=I I I—) I I= � I I I=I I I—I I I—I�I, ° • ;' .- .I ' 04800-STONE VENEER r, 0480a--STONE VENEER °� III=111=111=111 . a =111=111=111—I � a ' -1 I I-1 ( (—� 1 I— � I I I=! 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STEEL STRUCTURE SH{3WM FQR pEfAILiNG OF ARCHITECTURAL FINiSHES ONLY REfER TO 9 REFER TO FlN1SH SCHEaULE AND INTERIaR EL�lATiONS FOR ALL WAtL, CEIUNG, h100R SPECIFICAiION fOR �ERE pR0aF1NG REFER TO SiRUCTURAL QRRtNINCS FOR STRUCTURAL �D BASE MATERIALS AND ffNISH DESIGNATIONS � dETAILS AN� SPECiFlC CONUIiIONS 10. REFER TO A3 SERIES - CEILING PiANS AND CE1L(�!G DETA�LS fOR ELEVATIONS AND 4 MASONRY VENEER SHELF ANGLE AT FQUNDATIQN SHQWN 6" $ELOW GRADE ftEFfR TO MATER1AtS � � CNIL QRAWINGS FOR GRADING ELEVATIONS AND STRUCTURAI. DRAWlNGS FOR SIT£ 11 M 0 (�1ASONRY OPEN3NG5) RE�ERS TO NQMINAL QPENINGS AT MASONRY UNCf CONQITIONS AT BUILDING PERIMEiER LOCATE WlCKS MIN 6°ABOVE GRA➢E, MIN 24° ON �d�STRUCTION. NORTH SIDE 4F BUILQIPIG 12 REFf R T� Q.ECTRICAL AND MECHANICAL ORAWINGS FOR SYSTEM INTERfACE NOT K 1�i P P C U i,U S S Y J F,N K 5 D L'B U i s � i � 01400-P�EFORMED METAL ROOF PANEL; SHOINN QN WALI. SECTIONS copper stand�ng seam 5. FLASHING, aAMPPR00FfNG ANQ lNSULATION SHOWN ON �RAWINGS INDICATE VERTiCAL 13 CONTRACTOR OR WfND04Y MANElFACTURER TO DESIGN, PROVIDE AND INSI'ALL COMPLETE A R C H I T E C T 5, a c 075d0-RDOF INSULATI�N CONOITIQNS ONtY TNE CaNTiNUIiY OF THE SYSTEMS IS THE INtEN� OF THE ARCN1tECT ANO WlNDQW ATTACHNlENT FO STRUCTURAL STEEL OR STRUCTURAI CONCRETE MASONRY UNITS { 015(30-SIIVGtE FLY b1EM8RANE ROQFING; adhered I 07500-51NGLE PLY MEMBRANE ROOFING; ndhered 092Q0-GYPSUM 80AR0 - 1YPE X THE RESPONSI6ILT( OF THE GENERAL CONTRACiOR PER SPECIFiCATlONS AND WINDOW hfANUfACTURERS REQUfREMENTS NO �OADS TO BE Membar American Irts�iwte olfvchiiscis � 475Q0-ROOF INSt1LATI0N R�g 07500- R�QF INSUtATION � 05300-STEEL DECK 6. SEAIA�dT AND BACKER RQDS IYPICAL RT All EXTERIOR OOOR, WlNDOW AND LOWER TRANSFERREQ TO MASONRY VENEER 6'-1 1 2'� ' 6'-1 1 2° ' OPENINGS " Writ9r Squc7re, 1512 Larsmar 5traet R�� � I 09200-GYPSUM BOA�D - TYPE X • 09200--GYPSUM 64ARD - TYPE X 07200-6ATf INSUlAiION 14 D(TEND FiNISHEQ 1NALL S�RFACES MI�lIMUM 4 ABOVE FfNISHED CEILING EI.EVATIONS __._.._. _.,_._.,._._. _ 05300-STEEL DECK Sim __ � 45300-STEEL DECK ! 7 ALL WOOD BLOCKING SHOWN ON DRAWlNGS SHALL BE -RETARDANT TREATFII REFER a�,d���a�el,oe,,,,a�,Colarodo 80202 �._......._.._.._..__.- _... �- -- -- -- ---- 05100-STRt1CTURAL STEEL � LO FASCIA � � 07200-BATf INSt1lATi0N �T 0. FASCIA _�� � 07200-BATT INSiJlATION �22 � � ph 303-893-7 990 fax 303-893-2204 �� �� 07400-PREFORMED METAL ROOF PANEL, 131'-7' (8367.6') � � 131'-7' (83b7.fi'} � � _ , � L0. RIDGE I I 12 � � � aZ 140'-4" (8376'} -� copper stand�ng seam ' °-� t � �2 °� � --I 2 � 01500-ROOF lNSU1AT10N - , � � , � ::-.____T-,�- r �'' I 1i pi i + ` �`s� �r.�;� t°"e: "' `,. N 1 , N � � 09200-GYPSUM B�ARd - TYPE X ,,, "%'4;° �*,.,� ,�,'� � ' r� � �`'1_ � � ' ' � � 053D0-STfEL DECK �`'j' °a �- '.� � i � � � � �iu ; � '�_� � i ' � , :i �,,��>'��° �w,.;���,� ;? � � �- ___ � i ( ` _- ` 't � '= _ �'�' `1 1 � ,� � , � / 0 -BATT INSl1lA110N � c...�,, b� s�� •� _ °} �- --- � �_�'� �_J i�� � - 05100-STRUCTItRAI STEEI � • S � I , �-� -- i I - � � - --- �_, i , � .,, '�� 4� � � � ; - -----_ � , -,-, -��-----� � , R 17 � _ ____ _..�\ �, � ����;,, c� `r-� � � , ,, 1 l � 1 �' I � ��-�A nP. r , / t� � 1�. D �� `� 1 "`'�':�� q �,�: `il �� � � � � � � < ,ri,��,�V,,,.m�°'`�. «J i �. _%� / � '� _.._.._ � I � ,r��� �E����+�� �. _„� .�_—__...�..__ � i ___ _. �..._..._ _...._._...__.. - - ! i I� i � �2 t� ' f �` i ; E � sl i�t �i �� � }� , � ' � I ----------------------------------------------------°------ � � � ,___.._______..____________________________ � ro. FASC�a I � ------------------------------------------------- , '- ------' `� , t C O P Y R I O H T 2003 �, i' , , i i E ��1�-g� ���3.$� F � This documant�s on insfirument of serv�ce,ond f � + ' } Q9200-METAL �'l1RRING � ' � ` 8 0 n fl M O F C E I L I N G � ; f 1 a s s u c h,r a m d i n s t h a p r o p a r i y a f t h e A r c h i f e c i. 1� `, �� , �92Q0-���} ��d � �PE X 0920ll-Z-fURRING ' � ____________________________ Permisston fcr use of thts doeument Is limttad � i 1, � � I , ` � � --�°---°-__________.. � � �i � � �j ' '� ° � � +� and wn be extended only by wn#en agreemant ; � i� � ' -,..�, ilt I \.�.��_ �� with Kli p Colussy Jenks Dupota Archffeds,P G � P � i; ± �� �i ) R.� 062(Xl-WQOD SI�lNG, 09200-G�fPSUh4 BOARD - TYPE X < < , (1850a-ALU�IINUM CtAQ � board & batter� t � WOOD WINDOW y; ,1,�`2��'� � 0�200-BATT iNSULAiION ' I 0620D-WQOD TRlM, 6' 06200-WOQD TRI�t, 6° 09200-GYPSUM BOARD - TYPE X � ' ' ` 05400-STEEL STU6S � ` `` !, {�f � I 08500-WQOD��INDOW� i � !s i ; ' �; j ' 1 � ' ii � '� ; ; j� � 09200-EXTERIOR GYP. 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MASONRY VENEER SHELF ANGtE AT FOUNDATIOhi SHOWN 6" BELdW GRADE REFER TO MAiERfALS. CN�. DRAWINGS FOR GRAOING ELEVAT(ONS AND STRUCTURAL I)RAWINGS fOR SITE >>• M 0 (MASONRY OPENINGS) REFERS TQ NOMINAL 4PENlNGS AT MASqNRY UNIT GONDITIONS AT BUILDING PERiMETER LOCATE i�CKS MIN 6" ABOVE GRADE, MIN 24° ON CONSTRUCTION 12. REFER TO ELECTRICRL AND MECHANICAL DRAWiNGS FOR SYSIEM INTERFACE NOT K t,t P p C U t.U 5 s Y J�:N K s 1�U B U t 5 NORTH SIDE OF BUILDING. SHOWN ON WALl. SECTIONS 5. flASHING, DAMPPROOFlNC AND INSULATION SNOWN QN DRAWINGS lNDICATE VERTICAL 13 CONT�ACTOR OR WINOOW MANUFACTURER TO DESIGN, PROVIDE AND iNSTALL CQMPLETE a R c x i r E c rs. r c � Q73fl0-ASPHALT SNiNG�ES CONDITIQPiS QNLY 1HE CQNTlNUITY QF THE SYSTEMS iS TNE INiENT OF TNE ARCHf(ECT AND W�NDaW ATfACHMEM TO STRUCNRAL STEEL OR STRLICTURAL CONCREfE MAS�iVRY UNITS 07500-ROOF 1NSUlATION THE RESPONSIBIl.TY OF iNE GENERAL CONTRACTOR PER SPECIFlCATiONS AND WINOOW MANUFACTURERS REQUIREMENTS ND LOADS TO BE Msmber Amar�con�rtg��,,,��orr,���,����,s 6 SFALANT AND BAC!(E� RQDS TYPICAL AT A�L EXTERIOR D(30R, WINDOW ANp LODUER ��}SFERRED TQ MAS4NRY VE�fEER � 09Z00-GYPSUM BOARD - TYPE X dPENiN6S 14 IXTEND FlNISHED WALL SURfACES MINIMUP�I 4" ABOVE RNISHED CEILING E!_EVATIONS wrFt8r sp�,a��, 1572 Larimer Streat I 05300-STEEI DECK 7. ALL W000 �OCKING SHOWN ON DRAWINGS SHALL BE fIRE-REfARDANT TREATED. 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I C4Ni1NUE f]NISHES �t-2 SHA(}Ep INDlCATES tiI�ITS ' » 44800-�IMENSION STONE 0486Q-DIMENSI4N STQNE �$z� 0&400-WQOD &4SEBQARD, fi° typ. 920Q-GYP. BOARO, typ. �n-�-��� 05400-WODD CORNER GUARD, 4 typ ` �' ,r ON NORTH NALL OF WOOD PANELING 09200-CYP. BOARD, #yp. ����r��. ���' � �f�� �y�y� �2 CORRIDOR A240 — EAST s CORRIDOR C120/FOYER C124 -- WEST � �� �� � A7.1.2 SCAI.E: I/4�=1'—On A7.12 SCALE: 1/4°=i'—OA � ;���tiw��� , � ����o u�F oF cauNC ' L� �, � a3 � ,��,, , .� ,� � ��� �,�� �5�,����, . t(�500-FlRE IXTINGUISHER CABINEf Ofi400-WOOD TRlhd �� �y UNE QF SOFFIT BEYONA -�-09200-GYp. BOaRD, typ. __________________W_.�_________ __________________�.__________ � � � COPYRIONT 20d3 06400-GYP BOARD SOFFiT � � � � This document!s an trstrurnent of servica,and - - - - � ��R�Q�R � as such,remalns the property of the Architact. I a120 I Permiss�on for usn of thts dacument is�imited �S�Z � � JS�2 ond can be exiandsd only by wntten agreament �64�-w��� � � � � � � wTth Kl�pp Colussy Jenks OuBois Architecta,P.C. � �512 09200-GYP. BOARQ � i // i s'<i.���:w�•;c,,: ;3;.,^�>y�z€y' �:,;�,<:<�F.::,.,s><i>>f' `�] � �,, L� ._..__ _.�.._. � c� � / � PI- � �'3.ifyy'. <i.r;.. '°;�3..<;s�y;%%� 'r' �'c's: ' x,,, ... , "u .< ' �; €�. 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ON NORTH WALL � �� CORRID4R A240 — WEST � C�RRID�R C120/FOYER C124 — EAST A7.t.2 SCALE: 1/4�=i'-0� A7.t.2 SCRLE: 1/4"=i'—QA D920Q-GYP BOARD, 0$74Q-HOLO OP�N DEVICE OS400-WQOD C�RNER GUARO, 0$100-SLIDING POCKET Of?OR Q$7Q�-HOLQ OPEN �EVICE � _ tYp LINE OF DOOR f�CESS COAT ROD dt SHELVES 5, � L9VE OF DOOR RECESS • � COAT R00�1; iyp � _ • CORRIDOR � • r _____ p�� OPEN � -- -- f � TO ` � � jPT'1 =-_= ___= ORKRQO j j =___ ____ I ISi2 lYP_ ---- ---- ' � ---- ---- , � EQ � EQ a ! i � � � `,,.<;,^� ,;;,y � G � D � I � � `�TK;�:::z;�: a: �3 i � c� PT-2 1 PT-2 "��;%<;>>;� � I M �;.,�,;;,<��; ;;: r. � I ',`lY,l..iN:I; sn�:' Ofi404-WOOD &�SfBOARD; 6 typ $HADED INDICATES LIMITS 06400-W{?OD, 1X4, fyP• 064D6--WOQD BASEBOARD; 6� typ. Pi-2 REFER TQ 15/A7.1.fi FOR 09200-GYP BOARO; typ Of W000 PANEl1NG DETAi1S ON RECEPTPOH DESK ..� �o NALL A21� — WEST 4 HALL B13� — N�RTH A7.12 SCAtE: I/4"=1'—pA A7.i2 SCALE: 1/4"=1,_0� :��� ° ����� � r"��,`.� �'�€�, �� � . 16Q00-UGHT FiXTURE �'v . �� � ifi0Q0-TRACK LfGHT 092D0-GYP. BOARD, 0$700- HOLD OPEN DEVICE 087S10-HQLD OPEN DEVICE 01010-ARIWORK, OG44a-WOOD CASEWORK 16000-L16HT F1XfURE, 06400-WOOD iKIM; typ � �p UNE OF DOOR RECESS 6y owner recessed � �� � � ,� � ,,. � LINE OF DOOR RECESS UNE QF S4FFIT �� ° °�'�,��'7 " � �� . �� GALtERY UNE � SOFFIT ���''.'� s ��t��' A20O �'Z r ---- -- PF-1 PT-2 PT-2 pT-2 � a STAIR �� ' � � � � 002 ` 1512 IYP. I �512 1 ,.� .>. _ s; ,.,�, ;r,�; ,y ,. .... 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BQARO; typ ARCHITECT'S PROJECT NUMBER- nr ��mnn n�ur iun Uy1UU-GYt'. bY7AttU' ���.,.r� n�n.r�.. �i��mn �T ti �r f � LVV � .�Gv � � _ _ _ ' �p motch w�nscot profile 06400-WOOD BAS BOARD;typ I , ur n�vu rrurc�iru . � �nw�cu iiruiLni« umii� y owner E; typ �AA�! r1�fl DF tM00D PANELING - 9 HALL A210 — EAST 3 HALL B130 — SOUTH ��: INTRUN QESIGN OEVELDPMINT NOVEI�ER 19. 2�2 A7.12 SCALE: 1 4n=1'—On A7.�.2 5CAL.E: 1/4�=1'-0„ "' � � �SIGN OEVEI.OP�iENT fEBRUARY 14. ZOQ3 N UESIGN OEVELOP�lENf , NARCH l7, 2043 0 _ CONSTRUCCTii3N DOCUNENTS NAY 9. 2403 � 0810D-HOLD OPEN DEVICE -o �._ .� UNE OF DOOR RECESS 0870Q-HOLO OPEN DEVECE a" � v UAIE OG DOQR REC€SS �' � � �_ _ C4RRl�R I A120 �p� �� r o _ __ E� EQ ► o i � � �Q EQ ❑ i ❑ ❑ � GYtilNAS�U�i � CHECKED: �C i o C100 «6 � ° lS12 / ---- ---- ' c� c� c� � �- ., / � � � ��-�' :�'' REV�ION5: PT-7 � � � � � � r"'y "�' �`� PI- ;� :., 4;;� � � � � .x: %;, �� I PT-1 PT-2 PT-1 PT-1 � PT-2 ��4 f�_ �'� � � `.:; "'. 06400-WOOD 6A�EBOARD, 6" typ. Ob400-W�QD BASEBOAR6, typ DS404-WOOD CORNER GUARD, 4" 9200-GYP BOARD, typ_ PT-z 06900-WOOD, 1 X4 9200-GYP. 80AR0, typ $ C4RRIDOR C144/VESTIBULE C�42 — �fEST � HAIL A110/CORR�DQR A11fi — WEST R7.1.2 SCALE: 1/4p=1'—Op A7.1.2 SGALE: 1/4�=1'-0� VAIL MQUNTAIN SCN00� Vail, Cobrado 08700-HOLD 4PEN DEVICE pB4�-�yppp pQpR ��p� 0640D--�YOOD TRIM 4"; �yp. 08�00-HQLD 4PEN OEV4CE 06400-WQ00 TRIM D4800-CMU WALL ����d_�NING TASLE llNE Of DOOR RECfSS LINE OF (?0(�i RECESS LINE OF aVERHEAD SOFFIT � � � / IXI� �\ GALl.ERY �/ � �- -- STA1R � - INTERIOR ELEVA�IONS -- -�� ,�� A100 f/ PT-2 � 0 002 �, ,. �' , � May 9, 20D3 - � . , �. � � -� � � � Q __ _ � i �i� � ISI2 irP i � � � � � '`�'-'' , ``\ r.s,`fi: � I ..-.-._...........�. _.._...V. _ ��-t' __�-__=T-�� PT-2 � PT-2 ;'�<' � � ,�>% I I 1� _,J�_ 1 I � L,�; _ � AT-2 >;:_:: . 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UNffS �2)5280 3'-6" 1330 Fill-E 1t02 �4)3050 110Z LLER �`�""�;`°'` ��0�' iC35 �---- � 33x36 36x36 33x36 FlilE �3)i>� UNITS WOOD SHEIF 30z84 KNEE SPACE 18x30 06444-PLASIIC !_AMINA�E � � COUNTERTOP 36x3S s KiNDERGARTEN C121 — INEST $ K�NDERGARTEN ��21 -- NORTH 7 WORK R40M B131 — SOUTH s W4RK ROOM B131 — NORTH A7.1.5 SCAL.E: i/4"=1'-0° A7.1.5 SCA�E: 1/4"=1'-0° A7.1.5 SCAl.E: 1/4»-1'-0� A7.1.5 SCALE: 1/4�=1'-0° VAIL MOUNTAIN SCHOOL asa�o—w000 r�iM, Vail, Colorado 06404-PtAST1C IAMiNATE 1x4, 3072 3052 304Z ILLER QIUIDERS, 1/2" 16000-COVE LIGH INC tSx3Q 24x30 36x18 IC30 � TYP z I , � � iNTERIOR ElEVATIONS _ ¢ � N as400—co�H�ftro� � M�y 9, 2003 � � a a o � o0 - �o �n ❑Cfl ❑0 - � - - - - � I E i I I I ! 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WOODWORK - fl8100-HOLLOW METAL fRAhfE 1` x 4' WOOD TRIM 08500-WOaO WIND�WS RE: QOOR SCHEDULE RE [I�OR SCHEDULE 1 x 4' WOOD TRIM � 1 x 4" WOOD TR1M 08100-STEEL PREF1N15HEQ KNOCK DOWN FRAME 46400-1NTERIOR ARCHlTECTl1R.4L W04DWORK, 0810Q-5TEE1 PREFlNISHEO KNOCK DOWN FR4ME 6400-INTERiOR ARGHlTECTURAI WOODWORK, 1 x S WOOD TRIM 1" x S W000 TRIM ARCHffECT'S PROJECT NUMBER: INI�ERIOR IMND4W YYPE 11 INTERIOR WINDOW TYPE 14 lNTER�OR WINDOW TYPE 9 INTERIOR WINDOW TYPE 8 iNTERIOR WIND�W TYPE 7 INTERIOR WINDD�I TYPE 6 1NTERIOR WINDOW TYPE 5 INTERIOR WINDOW TYPE 4 INTERI�R WINDOW TYPE 3 II�TERIOR WINDOW TYPE 2 INTERIOR WiNDOW TYP 2QQ� ,d2$ - SGALE: 1/4' = i' — 0" SCALE: 1/4° = 1' — QA SCALE: 1�4� = 1' — QA SCALE: 1/4" = 1' — 0" SCALE: 1/4° = 1' — 0� SCALE: 1/4° = 1' — 0" 5CALE• 1/4" = 1' — 0" SCALE: 1/4° = 1' — OA SCAtE: 1/4" = 1' — 0" SCALE: 1/4a = 1' — �" SCALE 1/4° = 1' — 0" ISSUE _ INTRU�1 DES�H OEVEI.�PNENT t�dYfl�IBER 19. 2{)02 ,,., DESI(�ff DEVELOP�lEH� FEBRUARY 14, 2003 � - DOOR FRAME TYPES SCAIE: 1 4°= ,�-o» DOOR T1'PES S�E. , �s_ ,,_09 ����P��p,� �' �q�g 1�3�3 � � �45400-INTERlOR ARCHITECNRAL WDODWORK; 06400-INT�RI4R ARCHITECTURAL WOODWORK; � �° � 4" Yt40D TRIM 1 x 4' WOOD TR1M Q 1/2� 1�29 A , 08]00-STEEL PftEFINISHED KN�CK OOWN FftAAME 081Q0-STEEL PREFINISHED KNOCK D�WN FRAME � 08200--WO�D DOOft 1/2°2'-10 1/2' 2-1D i/2 1/2 " �� " EQ. p PROVI6E CUT OUT Q8200-WOOD DOQR, 61FQLD3NG � �--- 7S S1h� FpR F P P. TRACR oszoo—cusra� �.w000 08200-WOOD DOOR ,, �- MOUNT HQOD & dPERATOR ABOUE CARRIAGE �iYL� 0$200-WOOD DOOR SLIOING ROCKET ; ; t ; ; E � f 1 1 �' � , t" 106-HbLLOW ME�AL F�AAAE �. `" o ; . §' 1 Q8200-WOOD DQQR � ��' , ;�. , } , ` GC/KS C�uING - RE: RCP FOft HEIGHT � pRAViN: � `V o � , i ') � �� ,� ,, ; i � � 08800-GIAZING, 08804-�LAZING; 08600-G(AZI NG, � i 1� , 1 , f i I ;� '� , � , �� , 1 �� �'t ' � � 1 4' wire 3 4° tem atierned, frasted w' 1 L,�J� , � 4S 3S 4$ Dt1UBtE EGRESS (38300-ALUMINUM FRAME Q8100-FiOL�OW METAL FRAME ' 4S 3S ' '�'� � r� 0$34Q-C�UNTER ODOR � � �r`� I ` ` � I P P � � • , ��,,��� , _� 7$ $II� �t ��1 ��i i � �1 �,. j .� � r, , � 1 - i � , : �j �`J�' �� �-______=__ � ; � s i 4� io ( ' � i1 i � � j , , � ��� , [(�y[� d' - N ��� " �}'� �1I�1 � � � � ( � � � d �I�' i fJ � ' 1 i' n )U { 11 W � . 1 " �f �!i S f 4 y ( / '�3� f IAICb11CV- lri. - -� I!�R � �y���� - -- � ���I ;�1 _ }��f � � �� � 4 �; �, � � ,t, �1 6S � 4 t � iY � � � � a� ' E 4 � `�c 1 1� . 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'MO' (�IASONRY 4PENING) REFERS TO e D5306-MEiAI DECK AT 5FRUCTURE ABOVE - NOMINAL OPENINGS IN �iASONRY UNR CONSiRUCTiON. °RO' (ROUGH OPENING} TOP OF FI.UT� - REFERS TO ACTUAl. QPENINGS BETWEEN NETAL STUDS IN I�ETAL STUD _ _ ____ SIJP ANCHOR ^�=�"I' STRUCTURE ABOVE CONSTRUCTIDN. �-�,"I;, 2. PARTITION TYPES ARE INQICATED QN THE FI.OpR PiANS. NllMBERS REFER TO FtiE K L I P P C U L i:s s Y J E N K S D u B o�s ', D7800-FIRE CAULKIIdG 1 HOUR RATED SHAf1W,4LL CElUNG STRUCTURE ABQVE ,.-�--, PARTITION TYPE LEtTERS fNDICATE YARUTIONS TO tNE BASE CONDITl4N DRAWN. , RE CEILING PWJ FOR IOCATIONS � SIIP ANCHOR � 09200-5/8" 1YPE 'X GYP BD; � � COORDINATE HEIGHT WITH MECFiAN1�AL � 0540Q-DEFLEC�CION TRACK '; 11NI�ARKEO PARTITlQHS SHAl1 i�A1CN ADJACENT PARTITI4N TYPE. A R C 1 I I T E C T$, P c SAWCUT AROUFiD FtUTES I I - I � ALLOS9 FOR 2 MO�/EMENT 3. ALL PARTITIONS SHA11 EXTENU STRUCTURE TQ SfRUCTGRE UNLESS OTHERWISE 1 HOUR RATtO WALE, �EE PART(T10N TYPES Member.Americon Inst�t�te of ArchitaGta EXTf]VD STUDS INTQ RUNNER TRACK � NOTED. SCRE�U FASTEN GYPSUM 90AR0 2' STRUCTl3RE ABOVE LEAVE 2" Cl�1RANCE FOR VERTICAL ( � BELOW RUNNER TRACK T� AI.lOVY { � �EIUNG TYPE I �IOVEIuIENT CUT TRACK F1ANCt RNO �' l wr��er Square, 1 S 1 2 L4rimer Sir�el FOR VERTICAL MOVEMENT � 09200- 1/4° THK BY 6" LONG RE. CEILING PIAN �' FOLD AGAIN5T S1DES QF SNO �-``` 4. FlRE-RATED PARTITIONS AND NQN SOliN6 ISOtATi�N PARTITIONS ARE INDICATED Bndge Lnvel,Denver,Calarodo 80202 STEEL PIATE t� 4'-4" 0 C J ON REFERENCE PtANS. All. PARiITIONS ARE SQUND 1SOIATION PARtITI0N5 UtJtESS I � 07800-FIRE SAFlNG WELQ TO MEiAL DECK I I '� � INSlllATION I � i SCREW FASTEN GYPSUM BOARD 2° � �:---; C NOTED 4THEftWIS�. ph 3Q3-893•1990 fox 303-893-2204 � BELOW RUNNE� TRACK TO ALLOW 09200-MEfAL STUDS 05300-2 1�2° x 2 i/2" x 4'-6° � � � � . C f FQR VERTiCAI MOVEMENT -��._.� 5. CONSTRUC110N 4F FIRE-RATEO PAR11110NS, INCLUDIHG tAPING AND flNISHING OF x i GA METaL ANGEE5 `- GYPSUM BOARD fOR FUII HfiGHT TO STRUCTURE AB�VE, SHALL 8E IN � 4-6" 0 C, WELD TO CORRiDOR SIDE � �~ CEILING IYPE PARTITION PERPENDICULAR PART1Tf ON PARA�E� S�L P�� � � ogzoo- > >62" METAL CHANNEL ,��,��� ACCORDANCE WITN MANUFACTURERS DlRECTIQNS TO ACEiIEVE �HE RATING INDICATED. STU REIN�QRCING � 09200- PARTITiON TYPE �� QF Ca�'Q�• Q4$04-COMPRESSABLE FILLER 6. SOUND �SOLATION PARTlTIQNS SHALL SE SEALED AlRifGHT FOR fUll HEIGNT TO TQ DECKf NG TO D�CKING I 09200-PARTmON TYPE � f'`�' Q72R0-3-1�/2" SOUNp PREVEPff PASSAGE Of AIR80RNE SOUND. TAPE AND FINISH AELGYPSUt�I BOARD ~� ,��0 Q4800-CflNCRETE MASONRY UNIT A17ENUAFEON BLANKET � ' JOINTS AND FASTENERS. PROYIDE SEACAHt AT PERi1�EffR MiD AT Al.l EG RY D NOTES. ( � ��.%�� PENETRATIONS. i. tOP-OF-WALL ASSE�IBIY SHAIt MAINTAIN WALL R,4TING, ;.._.l�; � , v„ 2.AT GENERAL CONTRACl'OR'S QISCRETION, AN EQUNAtEM ASSEMBLY MAY $E 5UBSTITUTED TO MEET ` 1. WHEREVER tENGTH OF �1dSONRY PARTITIQN EXCEEDS 8'-0' BEiWfEN Ut1ERAl 730 SPEC�ICATIflNS, U L, l�ID ASTM RATlNGS. Jy� S(1PPORTS, {NSTAIl. 3" x 3° x 0'-6' x 12 6AUGE FOR�IED STEEL ANGIES EACH �/ � 3. REfER TO FLQOR PIANS AND REFLECTED CEILING PI.ANS FOR WAli. 1YPES AND RAANGS SIDE AT 4'-D' O.C. MAl(. MICHOR EACH ANGl.E TO STRUCNRE WITH TWO 1 8" X �F � � �'�►�' 15/16" DR1VE PlNS. IdASdNRY SHALL STOP 1'° FROId S�ROCTURE, INCLUDING / �`SE`(� A�C�`� PARTIT!0 N H EAD A - � H R PARTITI�N H EAD B PARTiT10 N H EAD � S l.l P AN C H 0 PROJECTING TEE STEI�S, ANQ 1° SPACE SHAl1 BE FILLE� WITH INCQNBUS?ABLE 21 2 O � COMPRESSIBLE FIC1£R. iF I�ASOMRY AA�Ili10N PARALLEL TO TEfS OCCtIRS DIRECTLY SCALE: 1 i/2' = 1'-0' S�ALE: 1 1/2' = 1'-0° � � SCAIE: 1 1 2' = 1'-0' � � n , � BENEATH A TEE STEtiI, PROV{DE 9' LONG 12 GAUGE f4RMEU STEEL GHANNELS WITH � SCALE: 1 1/2 = t-0 3' FLdN�E$ AND WEB WIDTH EQUAL TO MASONRY WIQTH - SPkCE 4'-Os O.G C O P Y R t�H T 20a3 �AX. AND ANCHQR WITN THREf f�8" x i5/16' DRIVE PINS. 7h�s doevmani �$�n �ns�r�manl Of serv�ce,and as such, remalns tha propery of the Arehitact. 8. HOLLDW NEiAL FRA�IES IN I�EiAL STUD PARTITIONS SHALL}IAVE 4 STUD Permfss➢on for usa of thts documant fs limited ANCHORS PER JAMB NfN(MUI� fOR FRAME NEIGNT OF 7'-2" OR LESS, AND ONE und can ba extended only by wntFen agreement AODITIONAL ANCHOR PER JAM9 FOR EACH ADDl1fONAl 2'-0� OR FRACTION. HOLLOYY `�`�th fChpp Colussy Jenks DuBc;s Archrtads,P.c STRUCTURE ABOVE STRUCFURE ABOVE MEfAI FRA�ES IN MASONR7 SHALL HAVE 3 t,�ASONRY ANCHORS PER JA118 �i1NIMUM 09200-ACOUS7ICAL SEAIANT 09200-ACOUSTICAL SEAtANT FOR FRAME HElGHT Uf 1'-2" OR lESS, ANQ ONE ADDITIONAL ANCHOR PER JAMB BQTH SIDES BO�H SIDES FOR EACH ADDiTIONAI 2�-0' QR fRACTiON. A!1 HOLLQW �lETAL FRANES SNA1L , 09200-SLIP ANCHORS _ 09200-$UP ANCH4RS HAVE ONE FL04R CLIP PER JANB, WITH TWO ANCHORS iNTO FLOOR AT EACH — (PR�AL FIRESAFiNG (PRO�pL FIRESAfING fLODR CLIP, DECKS) DECKS) g. PROVIDE JOINT RfINFORCEI�EN1 iN ALL l�ASONRY PARt1110NS. CQNTINUOUS � HORIZONiACLY AND SPACED NQT DYER i6' ON CENTER VERTICALLY, BEGINMING WITH fiHE JOINi' 8� A$OVE TNE �LOOR AND IN TNE FiRST AND SECAND JO(NTS ���� �ypF � ������ �,� ABOYE AND B�LOW 4PENINGS E'XXiENQING NOT 1ESS THAN 24" BEl(4Np EACH SIDE RE CEILING PLAN RE CEll1NG PLAN UF THE OPENING. CEIl�NG t�ILINC 10. PROVEDE FlR�-REiARDAN't TREATED WOOD BLQCKING FOR PARTIitON I�dUNTED EQUIPMENT AND CASEWORK. 11. PARTI1i0N TYPfS DESCRIBE THE PRl�ARY �tENBfR AND SHEATHING. RfFER i0 INTERIOR ELEYATIONS AND fINISH PLANS FOR Al�. PARTITION �{NISFI DESiGNATIONS. 12. PROVIDE TYPE WR WATER RESISTANT GYPSUI� BOARD IN AL!WET AREAS SUCH � _ A5 T0ILETS � # 13. PROYIDE 5/8A CONCRETE BACKfR B4ARD AT SkOWER EOCATfONS; A!L CERAMIC illE FINISHES TO AUGN WITH 5/8" TYPE WR 6YPSIJtii BOARD ABQVE. i 14. PROVIDE SUP J�IN3 CONNECTI4NS A1 THE T4PS 1fF AL! PARTIFlONS WNICH � • INTERSECT 1HE STRUCTURE ABQYE. PROVIaE FfRE SAFlNG AT ACI. SLiP JOINT CONNECTIOtJS IN FIRE RATEO PARtlTIONS. � P�'� 15. PROVIDE t-NR S1JP ANCHOR � t-HR RATED GWS PARTIiIONS A5 1NDICATED ON REFlECTED CElLIPlG PLAN. � ----09200- 12" MTL STEIOS 09200-3-5/8" h�TL STUD5 1g, REFER TO F!N(SH P1ANS & lNTERIOR ELfYATiONS. T ALIGN STUDS FOR BRACING ALIGN STUDS FOR B�ACING 17. GYPSUN BOARD AT fIRE RAiED CONDiiiONS MUST CONFORN TQ T�IE PROFILE 092DQ-5/8" �YP 'X' GYP. BD fl9100-5 8" TYP 'X' G1P BD Of?NE DECK fT IS EXTENDEO T4. AT RATED WALIS WNERE StRllCTURAI�tENBERS — fA SIDE�{IN All WET AREAS) � S10E�iN ALL WET AREAS) RUN PARALLEL ABOYE RATED WAL1.S, ENCLOSE THE STRUCNRAL �tE1�6E� WITH 09200-CROS5 BRACE EACH PAIR UF 09200-CRQSS 8R4CE EkCH PAiR aF ���� �OARD AND EXTEND TO UNOERSICtE OF QECK ABOUE STUDS W/ 12°H x 1/2' GYP STUDS Wf t2°H z 1/2" GYP �� GAGE OF ALL LIGHT GAGE fRAl�iNG TO BE PER �ANUFACTURERS DATA AS BD. PRNfLS 48"q C. VERT - Bf} PANELS 48"0 C VERT - 3 SCREWS MIN. PER STUD 3 SCREWS MIN PER STU� RfQiIERED SY THE SPAN DF IHE FRAI�ING. 07Z06- 12" SOU�1D 07200-3-�2" SQUND � ATTENtlRTiON BLANKET ATf NUATIQN BLANKEf 092D0- RUNNER TR4CK 092�0-RUNNER TRACK — — BASE, AS BASE, AS SCHEDU4�ED SCHEOULED 079Q0-SEALANT BQTW SIDES 07fl00-SEAtANT BOiH S30ES �� � r���� A�,�;�/-j���().. �' v BASE � * � � � � TYPE DESCRIPTI(�4 TYPE DESCRIPTION � ` '{ ` � � � . � y� � 10 llSE PART(1'ION HEAD A 10A AS SNOYVN `�� ,�;_���.��,, ,;,� 106 - �� �" ioc - 1��,� . �.��s��'� 100 1 5/8' I�ETAL STUDS ACOUSTICAL ST� 55 ��UMBING 11 10 , SCALE' 1 1/2' = i'-0° $CALE. 1 l/2" - 1-0, _ � �...'.�j ,'� - 300-STEEL DECK STRtfCTURE ABQVE STRUCTURE ABQVE 092D0 ACQUSTICAL SEAtANT 53RUCTURE ABOVE � _ BOTH SIDES � I STRUCTURE ABDVE a a STRUGTURE AB4UE STRUGTURE ABOVE 09200-ACOUSTICAL SEAiANT STRUCNRE ABQVE ARCHITECT'S PROJECT NUMBER: _ SLIP ANCWQR �� 0920(l-DEFLECTfON ` � SLIP ANCHOR • .' r�n �{ Q TRACK 3°z3°x 0'-6' x 12 - Q -__�� 3 z3"x 0'-6° x 12 -_ 09200- BLIP AN6HORS LV� i .�ZV GA STEfL ANGIE Q � 4 • GA STEEL ANGtE � �PRQVIQE F1RES�4FING SLlP RNCHOR CEIL(NG IYPE 09200-C0�1PRESSIBIE F3LLER . �_a, �� �� _ �� - GElUN6 iYPE 4'-0"0 C. MAX. � T METAL � ! � � C(}h�PR�SSIBIE FILLER � CQMPRESSIBLE FlLLER COMPRE5SI8LE �1LLER RF.tICOLN� PtAN I�u ���� ����- ��� i9. 2(�12 ,,, 0920(1-SHAfTWAIt CEIIJ1dG MAY OCCUR RE� CEIIJNG FIAN ) RE: CEILING PU1N � � QECKS Q � QN CORR@OR SIDE; u, CEILING iYPE CEILiNG iYPE CElUNG TYPE � � = � I � DESIGN DEVELORl1ENT fEBRUAk! 14, 2043 �, - SEE CEIUNG �I.ANS � , • • C, 4 = � C = WHERE OCCURS} ) -- (WHERE 4CCURS) � DES�N DEVELOPIIENT NARCH i7, 2t143 ( � � � I I C � O RE CEIUNG PLAN - • \\�I R�ECEII NG PRtAN RE CFJIING PIAN � CEIUNG IYPE � � CE�.I�G I _ _ . , . . 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MASONRY UNlT SHEAR INA�L PLUMBING AT CMU P�UMBIN� TYPl�A� PARTITION UN� g � 7 6 5 � � sc�.E: � �/2' = �'-o' sc��t �/a°/�' �'�°o' sca�: � �/2' _ �'-o• sc,�: � 1/2' _ �°-ay sc�. � �/z' = f�-o' 4 s��: > >/2' _ �'-o' 3 sca�.�: � 1 z' = ��_o. 2 . , . � . , . / scar.e: > >/2 = �-o sc�: > >/z = �-o P 12QD1-02�OQ Vrnl h�tn S�hao{\2 Drawinasi�l Architectural�CD\vm-A9.1.00 dwa Mav 10. 2003 _ . tr�rr p� 1 1 RB 1 � ' ,� - ,5�; KE.TPP CnT.I.�SSY JENKS DL'$OiS ��r�1 ''' � -'-;-�.-_ � A R C N I T E C T S, P C � +����~'~"""" � Member American tnst�tuta of Architech � --_.�_ ? _ � Wr�Tar Square, 1512 larimar Sireet �'1 9...vF � � � 1 � � Bndg�Lgvel,Denver,Colora a 80202 � ph 303-$93-1 49� fax 303-893-2204 U � V -� � `r�, "�i - �`_ 1 ' � � , � --- _ ,�_. � � �. , I--f- �i c�t Pr ���� c� CN pT � L__11 NO � 3 � 3 1 � � f! qs � J j .. "'� _ VGT PL-5 �j �. CPT PL-3 '� � HORI ~ � 3 3 YERI 4 -_._�_ � ` �� � 4 � r i re RB �T RB PL-4 �s ;- �. 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OF ALTERNATING CDLOR � - T. y, OF VCT. SHADED BIDCKS � ' OF ALTERNATING COLOR 3 t OF ALTERNATWG COl4R i -�� �' '� '� �__�1^'_�� � ' X � ; ; SHADED BLOCKS ARE � �� OF VCT. SHAAEQ BLOGKS I cx ' ARE vCT4 - ' t ------= L----------------------� -____ 4 1 r------ ��--__-----_.� � �__�__________ --i1RE I�F4-.____-� o 0 � � RB PL-6 � ;_, CPT ------------� '���' �� �___----- -�- �� -- -f E`?< <=�� ° r � � P � -- - ,�� -; � � , ° cPr �r , a ..o_ � 3 � ; --/ ii � � e i r- -"----'- ---"--�__---^------°--__°--�W.. ..�______ _, i i�i ia ( i � r i i � ( a � �'- o e i � � O � '_"_"'�"""_"___'__'_""'�""_'__'_" r i I � � i i � � � i � � i i a a � i � _ _ � ' � ' ' ""'.� �,`'-�'�. � '�ff'�?I � CP� PL-5 � ' RB Pl-6 �� ��'s ; _____----, 1 1hRT i i pT - ,�' : r � 1 �• '�` z � ,,'�{-. �; w r �e � r i-"-------- - I '�L___:' t __ , ,`. y ;��� r^i � ��('� 1 �:'o�,�.n�� th' ,�� `,.�j A y} • .L�t� a'`�.��" f � � �� '��! ♦ �;lti��'' f�iTERIOR MATERIAL LEGEND Ff�11SH PLAN N�TES MFR: 1NIERFACE MFR: CASR DOLCE EP-t �IFR. ICI MFR: E.EN-TEX i j MFR NEVAt,�tR CPT-1 y�� �EB�� PRT-2 PT-6 w�`� ( Pt-3 MFR: NEVAMAAft ARP SURFACE PL-12 1. SEE PROJECT MANUAL FOR AD�ITIONAL SPECIFICATION INFORMAT(ON CASA COLOR. BLACK �OLOR: 50GY 38/042 PATTERN, PORCECAIN � pATTERN JUTE TEXTI�ED � PATTERN CHEMARM�OR 096QQ SIZE_ i2�-0' 09300 � �M����� �pp�y {Jggpp WDO�LAWN �9�� COLOR: 2900-PN i 06400 � 06400 2. ALL CARPET HARD SUR�ACES TRANSITIONS Rl18BER ACCESSORY COtOR �P� COLOR. 3058 DA�ISELF�H PORCEWN COLOR. GER,4 BEIGE � R�� INTERIOR VINYL WALI LIMESiONE � p�T� COLOR S-2-86T i p�n� COLOR ��T��R�X TU MATCH RU BEft WAl1 BASE, U N 0 1lLE ° - COVERINf � LA�INATE ! ARCHITECT'S PRDJECT NUMBER: SIZE: 5' X 24 � SURFRCE PAINT i i �I�� MR-fi-7CA 3 ALL HOLLOW METAL FRANES TO 8E PAINTED PT-13> U M.0 , � COMPOSITE FINISH PIAN -- UPPER LEUE� 2001 .o2s � VCT-1 �iF�: AR�tSTRONG RB-i MFR. ROPPE MFR. ICI P1_4 ' MFR: INTERfACE SME: STRAIGFIT AT CARPET PT-7 WC-2 �1F�: WDLF GORDON MfR: WILSONART i ��-� ��R• $y$TEM C STORAGE 4.�CpNT�ON�R�p YERlFY ANO COORDlNATE GRAIN PATIERN ON ALL �� CPT-2 ST(LF: STONETIX El(CELON COLQR: 44YY 75/Q94 PATTERN. INSIGHT PATiERN ERiN I�2•1•1 $�A�.E: 1�3 6„=1�-Op �MRUtiI pES�GN �VELQPl�ENF t�Vf�l@ER 19, 24Q2 �, �, STYIE• WIND 09600 C�VED AT ? COLOR: �6i MIDN�HT BLUE OESIGN DEVELOPI�ENT FEBRUAR1' 14 2003 ° 09600 SIZE 12'-0" 09600 COLOR: 52122 ����� HARD SURFACE � 09900 �� ����31� Q9900 C(�Oft• IST-5-7469 06400 CQLOR 4306-90 ! 10500 5 RUBBER WALL BASE TO 8E COVE SYI1E AT HARD SURFACES ANQ ' �' ��� COLUI� 4243 PIATEAU ��L CONPOS�'E PEBBLE GftAY ��� /BRQWN INTERI�R VINYL WALL DAIYN MIST PLASTIC } ��EIAL tOCKERS STRAIGNT BASE AT �ARPEi QE,Sf(�I UEVELOPMENT IdARCH 17, 24Q3 � CAIOR• P193 BIACK CONSiRI��ION DOC�IEN1'S �fAY 9, 2003 � - TILE SIZE 4• (H) PAiNT - �^--.. G4VERING �- ---- I.AMINATE � -- -- - - -� __�..__ _ __ ______.. �__ 6 BASE TD WOOD CASEYVORK t0 BE AtDER W000, U N 0 VCT-2 ��. ��STRQNG p�F�. tgp �1FR: IGI V� PL-5 MFR NEVAMAR ARP PLUS � 1 BASE TO At�1STIC tAMlNATE CASfW00D TO BE RB-1, U.N 0. 0. � car-3 �FR: [NTERFACE S1YLE: STONETE)t EXCELON CN-t PT-8 WC-3 MFR: WALL RESOURCES MFR• liADftWN S -- - --- COL4R: CLCAR COLOR� A1W 70/112 PdTTERAf gIDEWALK - -- -- �' �E• � 09fi00 COLQR. 52153 Q��p pggpp {VaRY SILK PATTERN: TERRAllO Ofi400 CAFE TEXTUREA �-� 8 AEl. GYPSU�! 44AtLS TD BE PAINTFD PT-1, U.N 0. � 0960D 51Z�: f2'-Q' V#PiYL CpMpp51TE WAR�I GREEN SFJ�I.ED IPJTERIOR 499� COLOR. CD2-TER-11 p�31C �I-Q(� SD-2-IT ���QD COLOR �545 CHARCOAL C,ARPET COLOR 422fi IUNDRA ]1LE CONCREtE PAINT j VINYL N1AlL 1���{� iAMINATE 9. ALL GYPSll�1 CEiLING St1FFiTS TO BE PAIMED PT-1 t, U N.Q. Ft00R � COVERiNG TOILEI' PARtIT1flN �� 10. SEE INTERIOR ELEVATION SHEEfS A7.1 Q THROUGH A71.tU fOR ALt �I�S � �4FR: ARMSTRONG MfR. TBD � P��6 MFR NEVAMAR ARP SURFACE � NIAT-1 FIN15H REFERENGES AND LOCATIONS SHONfN AS TYPICAL ON THiS SNEET. Mt--1 NFR. DAI.TItE �i_3 YPD-1 p�-g �FR BENJAA4IN MOORE �4FR. PORTER SiYLE: STtN�ETEX EXC£LON SPECIES• MAPLE WC-4 MFR: KOROSEAL SiUDIQS q���� S1YLE: G4LD Rl1SN COLOR HGt73 � 0fi4D0 PATfERt� SANDCASTLE TfXTUREO t02� Sm�: FR-SAFPRD 11 At,L WOOD CASEWORK TO kiAVE SOLEp lNOUfl EDGING, U_N 0. GC �93� COLOR. 52Q8 GflLDEN NUGGE� 09600 COLOR. 52147 Og6pp Q�9� ; PATfERN MAYA VINYLS P�ASTIC MOSAIC TlLE , „ VIM1. COMPQSfTE PUt�10E STDNE W04D INIERIOR ATNLETIC COLOR: NAVY 8 SIZE 2 X 2 �� A��� � E 09900 DUPI0�1 IAI�iNATE COLOR: S-2-93T W�L 12. ACL PIASTIC lAt�1NATE CASfWdRK TO HAVE BIACK POLYEUTATHA�tE PAINT C VINYL WAtL CQLOR TAWNY CITRON EDGfNG, U.N 0. I REt�ONS: FLOORING j COVERING DP15-�7 MATS 33 REFER TO F1.aQR PLRN SHEETS A2.1.0 ANQ A2.1.1 FOR ROD1� NANES � MFR: AI�ERICAN OtEAN MFR: ARMSTRONG I PT-10 MfR: BENJA�ifN NOORE ( �lFR. NEVAMAR STy_� �� RQBINSON BRICK AND Nt1MBERS �IT-2 VCT-4 MFR BEMiAMIN MOdRE � wC-5 MFR. KOROSfAI STl1DI0S p�_� CO�dPANY STYLE UNGiAZED SME: STONETEX EXCELON � CQLOR: t1C-9 BALtET YVHITf AR�fOREQ PROTECTION g�� ROBINSON ROCK i4. REFER TO REFIECTED CEILING PLAN SFEEETS A31.Q AND A31 1 FOR �� �IOSAfC �iLE 09606 CQ1QR: 52143 PF-� �L�. WHITE SAND j , PATfERN• MAYA VINYLS pATfERN� $RILLIANT WOOD 091fl0 MOSAIC T1LE �_t4 � 0990D � fl9gpp DUP1flNi 0640D COLOR: ASPEN BARK GYPSUM CEiL1NG AND SQFFlT DEfAILS CQLOR A-59 TAUPE MIST VINYL C4NIPOSlTE SANtiSTONE FAN U9906 � 4�R��� � p�n� MOTIF TEXTURED STONE �� INTERIOR VINYt. 1NAi.l COLOR. LONDON BEIGE COLOf� WZ40Q1T UENEER SIZE� 1'X 1" p,�NT � PA��; C{IVERING DP15-t6 LAl�INATE 15. STWR 002, 003, 004, AND 405 T4 HAWf RUBBER NOSING TO b1ATCH ___ ____..�..._.�1._� _�.__T �______ _.._ _.�.__ ______, __ .r,___. ___ COL{3R OF RUBBER BASE # ___�.__._____.._ ___.-.-��---- � MfR pRp�SZRpNG � MFR: SENJAMIN MOORE �lFR. I�LSONART MFR: GUfL�ORD OF MAINE 16. GROUT COL�RS I�FR. ANERICAN Oi.EAN VCT-5 PT-2 �ifR. 1GI I PT-11 WT-9 MFR DALTIIf PL-$ AC-1 ��'3 I STYLE: STONETIX EXCELON � COLOR. WHI�E OUWN - MAPE! 05 WffN W[-t AND MT-1 AND PRT-2 97� SME• GOI.D RUSH pATtERN: SLATE GRAY ��' So���L SURFACf VAII. MOUNTAIN SCHOOL SiYLE �1NGf.AAZED ( CQLOR• tOYY 3Q/iD6 , , - MAPEI 16 WfTH MT-2 AND DS-1 093p0 p�pgp,l� �� 09600 COLOR: 52156 �� WRIGHT STONE � �9� os�aa COLOR: GOLDEN NUGGET � a6400 09800 - MAPEI 47 WITFI I�f-3 ANO NT-4 �SA1C T1LE COLOR A-93 SAXQN BIUE � �� COMPQSfIE 6AI�IBOU YELLOW l INTER�R 5208 � PLASTlC p�p��� t�LOft 34{I BLUE MEDIUI� - MAFEI 94 W(iH WT-2 AND Wf-3 �al�, CQ�pt�(](�Q � ¶� INTERfOR ! P�� GEftAAMIC E COLOl� D91-60 PAfNT � �yp� �� SiZE: 8" X 10" I Wu1WATf WALL - MAPEi 11 WITN QT-i SIZE. 1"X 1' f CpyEft1I3G - MAPEI 42 WOTJ RRT-1 ---- -._� _. �_r---__ __�__. _ ___ _ ________.__ __ _._��.� _ �._--- ---- --- « �- �IFR: ARh�TRQNG _� PT-3 � �_ PT-12 MFR: BENJA4AIN �1�RE yiJp-1 ' MFI� NEVAMAR ARP SURFACE ^ I�FR: MAHARAM MFR• AMERICAN 4tfAN i � MFR Iq � NT-4 VCT-6 Srn�. $T4NETIX EXCELON � I ��Z�� �P�� ��`� f �'2 STYLE GROOVE 40&5D1 StYIE: UNGI�IZED � � CQLOR 706G 34/Q55 f WHCTE 953 SPEC(E5: ALDER W/ pATfERN MAiZE SF680RI TEXTURED� ag�p t�OSAIC TILE ( �� COLOR. 52135 � OggOp HERITAGE FiQME ' �9aQ 0&400 i �� V1NYL COMPOSfff I�INEEtALAL DUST INTERIpR WOOp PANELING CLEAR FlN1SH � 0��� ` COLOR: 005 INK MOSA►C ilLE COLOR A-34 RAVEN ' ��E i INTERIOR PAINT � I PIAStIC COlOi� SH-2-2T E ����� UFPER LfVEI fLOQR PLAN SIZE 1' X 1" � � PAIM' CHAI%RAILS/BASE BOARQS ! lAl�MlATE � �OVERING � # T-3 MFf� AMERICAN OLEAN # p$-1 S1YLE: INDIAN BEIGE � PT-4 ��: � � �-1 MFR. NEVAMAR ARP P1US I Pt-10 MFR, NEVAMAR ARP SURFACE j 1F-1 �� �� May 9, ZOD3 Q PT-13 MfR: BENJJV�IIN MOORE � ^' STYi_E: QUARRY TILE SANDSTONE HDNED ; COLQR SQBG 58/014 PATfERN. HERBAL AtLUSION PATfERI� BLACK V{IRTEX TIXTUREO; S1YLE: SHI�}I�`f 460&50 09300 CpL�R OQ54 S�10KED G (A) �93� REFER TO DkTAII, 800K1ET i �E�� G�DE HALL �9� COI.OR t617 PEASTiC COLOR: AL�S-IT FLASTIC COLOR� YR-6-IT � S�� �LOR. �06 LUPlN ��� 51ZE: f2' X 12" DIMfNSIDNAL IPOt & ISOI FOR SIZIt� � pAl� iNTERlOR ; " TILE STONE pF OIMENSIUNAL STONE ' PAINT �l�� LA�IINATE � FABRIC E # MfR CASA f}pI.CE PT-S �F� Iq I PT-14 PL-2 hdFR. fORi�ICN Pt-i t �FR. NEVAMAR ARP PLUS ! PATfERN. GdLDEN IRON � i��.�a� PRT-t W8-1 SPECIES AL4ER MFR: (Cf E CASA COIOR 50BG 44/094 PATtERN EARTH WASH pg3pp STYLE• COMEt�PORANEA 46400 S1ZE. fi" HIGH 09900 WIETON BLUf ( 09900 COLOR 10rr 30/106 06400 �� 06400 MOONSTRUCK TIXTURED ! RDR�EWN COLOR, GERA MARRONE ' �q�D �E 1NTfRIOR � iNTER10R CASTLE RQCK � PIASTIC �OL4R: 72i3-58 P�¶� CULO� NKT-OD)T , �� SIZE: 24' X 12' PAINT PAINT ; LAMINATE LAMINATE � � i � AVAIIABLE THROUGH DESIGN MATERIA[.S IN TFiE DENVfR ARFA P.\204t-Q280Q Vad �tn Schaol\2 Drawinqs\Ol Architectural�CD\vm-{DZ.Li.dwq May 10, 2003 STRUC1iJRAt GENERAL NOTES � DE5lGN lqAD5: Code� UBC, 1997 Editio� - Roofs Snow 8� �sf + drifting at roofs with slope greater than 4 12, 100 psf elsewhere fACE OF �,3'" Ballast 15 psf i� � EMBE7�� � - Fioors Mechanicfli Rooms 125 psf f ` Classroom 40 psf 3 p 7N '�4"�`BOLTS PER _ Of��ce 50 psf -I� 20 psf Partition 4� OR 8 0 rASTi1A A449�x SCffE0l1L£AND Corridors & Public 5paces 100 psf � "� � 18 LONG ANCHOR BOL75, GENERAL NOTES Storoge Areas 125 psf � � SEE SCHEDlIIE LEN61N Wmd Velocity 80 mph �c.� �„ Exposure B HEA!/YHEXNUTTACK �L4fD �_�� _ �2 �?�A KLrr� COLUSSY �EtVKS DuBo Se�sm�c Zone t TO EMBE�DED£ND EMBEO lP � �"e�. .�h ARCHITECTS, r c FOUNDAl10N DESIGN: � I p �SEE PLRNS � � ��� � � '` Des�gn of footinqs is based on a maxrmum allowable beanng pressure ofi 3�00 psf for foo�ing dimensions under 4'-0, and 4{�00 psf �S�� � I � , , &SCf/£DUL£� �_,-� ( � 12'" 12" FOR ANCHOR BQL 13"MARKED AS �, � ! FACE OF M/�S Y � � / Member Amencan Institute of Archrtects for foatang dimensions 4'-Q and grepter, on corr�pacted structural fiH or naturaE undisturbed swis below frost depth Refer to sods � � c,., /N BASE P�,ATE�H£DULE.• t OR eONC. ..h , , , report na 102551 by HP Geoptech, Inc dated September 25, 2002 for additional recommendations Sods engineer shall ver�fy sods v � I � t I '� Wnter Squore, 1512 Larim�r Straet �__� contlitions and types during excavation and prior to concrete placement � � � t�'' SEE PLANS FOR � � ; p 6rrdge�avel,nen,.er,Colarpdo 80202 R � TQP OF CDNCRETE , , ;�' � REINFORCED CQNCRE7E: � � .R.N ELEyATIONS CDNC. 16,r� � ! ph 303-843-)990 fax 303-$93-2204 �. WALL . . Design is based on "Budding Code Requiremsnts for Reinforced Concrete"{ACI �18-89) Concrete work sholl conform to "Specifications for Structural �'Y Concrete far Budd�ngs" (ACi 301-89) Structural concrete shafl have m�mmum 28-day compressive strenqths os follows, „ 4p'� 12"UNO q ��p rz_________ � ___ L.T_�_________' Footings 3,000 psi, "' � TYP/CAL EXCEPT AS NOTEO.• W � �3,. 3 PLATE Z � Grade Beams & Foundation Walis 4,D00 psi, � TH/CKNfSS � �'i� �� Intenor Slabs-On-Grnde 4,000 psi ASTM A36 ANCHOR BQLTS,' .� 16 ,�„ ^�, ���'` ,�•�..��Sj• FOR NUMBER ° o �„ 4�BOLTS PER .., �, �+�5?E�'' Extenor Slabs-On-Grade 4,000 ps� , , SEE BASE� SCHED. c.� .� CAP� ifFLDEO � • ���' To ir� slabs on metal deck 3,000 s� �+ ' � �+� �R g P � TO TS COLIJMN SQS'£�ULf AND � � � ,� � GENERAL NOTE'S. _� o'O Detmltng, fabncation, and placement of remforcing steel shail be m accordance with the Manual of Standard Proctrce for Detail�ng Reinforced Concrete BEARING PLAT�" SCH£DULE �'F ����5 m' Structures (ACi 315.�801 Re�nforc�ng bars shall conform to ASTM A615-87, and shali be Grade 60, except ties or bars shown to be field-bent, whtch FOR£L£Y. �.F F: shalt be Grade 40 Bars to be welded shall conform Eo ASTM 706-$6 At splFces, lap bars 36 diameters At comers ond intersections, make honzonta! Q S££PLAN MfIRK PLATE S/ZE HEADED ANCf/OR S1UDS °'`� •'� ��� bars continuous or rov�de matchin comer bnrs Around o enm s in waUs and slabs, rovide 2- 5, extendEn 2'-6 be nd ed e o# o enm in contmuous TYPICAL COLUMN BASES �- ALL £MBEDDED PLAT£S SH,4LL BE PLACED t�'TH EXPOSED FACE FLUSff TO fACE Of MASONRY • �� P 9 P 9 P � 9 Y� 9 P 9 c� � 2•�.••.• G members, sphce #op bars at mid-span and splice bottom bars over supports Prov�de �ntermiftent shear keys at ali construction �o�nts and elsewhere as 12` 4'�CDLUMNS W OR GYINCRfTE yYALL. 1 � 1 � '' �°`��ALti� shown on the drawnn s Exce t as noted on the draw�n s, concrete rotection for rein forcement in cas t-m- lace cancre te s ha(i be as fo l lows � 1 � � '� BP� 2X6X4-8 7-2�X(I-6 H./�.� �- 9 P 9 P P 2z°(5; 6; 7"'&B"CDL!/MNS� '` a Concreke cast a gainst ond permanenti y ex posed to earth 3" EtilBEDDE� PlA1F SCHEDULE Bf'2 '�8x6x0'6 2-�xD=6 H.�.S `�'03 b Concrete exposed to earth or weother 8P.3 1x11x1'-2 4-�x0'-6 H.A.S #6 fhrough #98 bars 2" COLUMN � BASE� SCHEDUL£ 5 , PLATE HEADED ANCHDR SIIIDS pp¢ 5�.»Xp_» ¢-�,rp=6 H.A..� #5 bar, W31 or D31 wue, and smaller 1-1/2" 16 `� MAR!( LENG'TH {19D7H THICKNE.�S NUtifBER .S%ZE REMARKS BP5 4x5x1=D 2-�x0=6 H.A.S c Concrete not exposed to we�fher or in contact with ground G'OLUMNS BRSE PLAl�'S ANCHOR BOL IS' iYlDE FLANGE BEAMS, ,� �b 3 . C O PY R!G H T 2003 S1abs, walls, �o,sts #14 and #18 bars 1-1/2" T5 COLUMN, SEE £P1 10 T'" 1 4 2'�x 4'" FOR W8 SHEAR CDNN. BP6 ax5�xf=D 2- 40xD-6 H.1�,� #11 bar and smaller 3/4° MfIRk' COLUMN S/ZE S D/M. L D/M. W TH/Cll NU�lBER S/ZE S�`E PLAN FO/?S/ZE e , �� �� „ r , > > Th�s documont�s pn instrument of service,a� l AND £L£YAT/DN P�N FOR 51ZE EP2 1,3 7 a � z�x 4 FOR W12 SHEAR TAB CONN. BP1 12x1>x1-8 4-�xf1-6 H.AS. Beams, COIGtrif15 Primary reinforcement �—�/2n C� �¢X'�X�s � 10• �Qp �'A '� 3 rl� p � � i � � as such,remains the property of the Archite� Stirrups, ties, spirals 1-1/2" EP� ��'" � 1° 4 2"¢�x 4'" FOR W16 SHEAR t,9B CDNN. 9�'B 8x8xU-8 4-2�dx0-6 H.A.,� parm�ssion for use of this document�s i��„�+. Prov�de shear keys at ail canstruction �oints and elsewhere os shown on the drawings Welded w�re fabric shall conform to A5TM A82-85 Exposed edges C4A T54X4X 4 �� ��r ��� '�� 4 34�� TYP/CAL 5/N�'LE PLA TE SHEAR CDNNECT/ON £P4 19" 7" 2" s 2"�x 4� FUR !4'18 SH£AR TAB CQNN BP9 4x5X1=4 Z-2�x4=8 H.A.� and ean be extendsd only by wntten agreeme and corners shall be chamfered 3/4" Anchor bolts for beam and column bearsng plates shail be piaced wdh setting temp{ates Permanent corrugated C5 T55X5x 16 � »p »A '�" � '�4"� • �+ f� 1 W A ,� _ 1 + with K6pp Colussy Jenks DuBois Archrtects,p� steel farms for concrete floor slabs shall be manufactured and erected according to #he "Specifications and Code o# Standard Prnc#ice" of the Steel Deck /+� � 1 ��� »� . � PRDY!/�E S/MILAR BOLTING AT B£AM-TU-BEAM C�NNECITON AS/N 6 .53.00 EP5 22 7 2 B 2�x 4 FOR W21 SHEAR T.4B CONN. BP10 fxBx1 4 4-2� -B H.A.S. Wi4 X5X� � 34r� +� �r �s a � � � � ,�� Institute 7ype li cement shall be used #or a4l concrete in contact w�th sod, Type i elsewhere Alf concrete work is subject to inspect�on by a qualified 1 �' � �+ 3'�• S/NGLE—PLATE SHEAR CONNECT/ON SCHEDULE EP6 25 T" 2 �' 2�x 4 F R W2�SH£AR TAB CONN. BP11 4x9x0-9 4-,?QJxO-6 H..�S. W�1- s� 1NREADED C6 756xBx�s 12 12 1 4 � A �� �p � f�'ELD STUDS �4 GAGE SE£3 19 special inspector employed by the owner m occordance with USC Section 306 C6A X6X��! 16 �2� �2" 1" 4 3�"� 3. EP7' 8 4 ,2 2 .7�x ¢ � � J STRUCTURAL STEfE.: C7 157x7x 4 fs 1,3" 13" 14� 4 34'g Btif. SI�E ,{Of 4� BfKTS L �i�� CONN CAP. �kPs� EP8 18" 4" 1�" •� �° x 4'" C7A T57x7x'�e is 13" 1,�" 14` 4 �.�"� � �� 2 6 8 Structurol steel sha{I 6e detaaled, fnbricated, and erected in accordance with AISC Specifications, 1989, and Code of Standard Practace, 1986 Structural steel {yJ� �'¢ � 9 �6 rolled shapes shaU conform to ASTM 572, 50 ksi Plates and angies shali conform to ASTM A36-84a Tube shapes shali conform fo ASTM A500�-84, Grade B, Cg T58X8XS 16 14° 14° ��,�" 4 34"� �� SCHEDULE �2 SCHEDULE 46 ksi y�eld f'ipe shopes shall conform to ASTM A�3 Grade B Excepi ns noted, framed beam connections shali be bearing-type with A325-N bolts, detaded CgA TS8xBx38 �6 14" 1�° 1�' '� 34"� W18 4 1? 2B as shown �n the Framed Connect�on Schedute on this sheet Install bolts �n accordance wrth AESC °Specif�cat�on fnr Structural Joints Us�ng ASTM A325 or � � 5 14„ �¢,. ,p, 4 ,�„ Sj,�� S�,�Q A490 8olts" 1985 Tiahten bolts to 'snua tiahf condit�on Anchor bolts shal! conform to ASTM A36-84a unless otherwise noted Bo(t diameter shall be 3/4". uniess WI8 5 15 ,�6 �� �� � noted ofherwrse Welding shal! be done by a certified welder in accordance with AISC and A4VS specifECations and recommendations using E70-XX electrodes fxpansion PER 05'HA REt1(/�REMENTS, PROYIDEADEpU/�T£ 1�'MPURARY bolts shall be "HILT!'�, °RED HEAD°, or approved wedge type fxp�nsion anchors shall be "RAM DRILL°, or approved self-drdimg type Chemical HORIZONTAL BRAC/NG AT ALL C41UMN5 {YIIN 2 ANCHOR BOLT �� � �� � f "PARABOND" '�Hllll" "RE - " or a roved e ual Anchors shall be instolled in accordance with the manufacturer's re uirements anchors sha I be Di CHEI� , PP G 9 Headed anchor studs {H A S) sholl be at#ached to structura! steei wi#h equwpment approved by the stud manufacturer accord�ng to #he stud manufacturer's BASE CONNECIIONS UNT/L ALL SIRI/CJURAL ST�"EL /S ERECTED & if24 T 21 56 - � recommendations Grout beneath column base and beam beanng plates shal! be non--shnnk, "Embec�", "Five-Star" or equai, with a min�mum 28-aay CDNNECADNS CDMPLETED. compressive sErength of 6,000 psi Grout shall be non-metaNac STEEt. FLOOR & ROOf DECKING: s SCH ED U LE �o SCH ED U LE SHEAR W,9LL SCHE�lILE Deck shali be manufactured and erected according ko "Specifications and Cod2 of Standard Practice° of ,he Steel Deck Institute Weldmg potterns, screw Sj,ad s�•� �4l,QRK lY1DTH TOP �'BOTTOM REINFrIRC/NG /NT. FACE RE�Nf. EXT. FAC£RE/Nf. � patterns, and detaEis shall be md�cated on the supplier's shop drawmgs Deck shall be attached to supportmg members as shown on drawings - Roof Deckmg shall be pamted, except prov�de gaivanized f�nish where firepraofing �s requfred Floor decking shali be galvanized . ,�P'6 � 10" GE'RT. p � s� r2 2#s ,� � �2 E,aeH war �4 � 12�HOR1Z. 2-�4 RElNF. (UNLESS NOTED � �` PRE-ENGINEEftEO, pRE-FABRICATEp STEEL JOISTS: SiY2 f2' 2�' C O N T. T O P � � f Q" t�£RT. �,t � �2" EACH Wi4Y OTHEl�fS9SE/N SCH£D!/LEJ � 4� CONT. BOTTOM � �2"HOR/Z. _ .....� �teef Joists and steei �oisf girders sha( be desiqned by a Colorado regjstered engmeer employed by the �Oist fabncator to satisfy the requ�rements shown , �6 � T"' �-Rj „ I � ,r the drawings Calcula#tons bearmg the Engmeer's Stamp and S�gnature sholl accompany the shop drawings Members shall be designed #a supporE the S{f�.3 12 2�6 � ,�P'4 � 12 EACH WfIY � fub dead loads and the superimposed des�qn loads noted obove or on the drawmgs Members shoil be c3es�gned, fabncated, and erected accordfng tn � �2 yOR�Z �!,lASONRY WALL SCHEDULE » � _� _ _)_ _ _ ._� � 'Specifications and Code of Standard Practice° of the Steel Jo�st Institute Prowde spec�al end bearings, top chord extens�ons, and extended ends as S�¢ 12� 2-�6' CONT. TOP � �7 ��Rr �'¢ � �2" EACH ff'AY - �ndicated on the drawings Provide continuous bndging for all joists �n accordance w�#h SJI requirements with tninimum thickness as required to provide - - - - - - �A�� - - - - 6;�7 CONT BOTT(!M �'4 � 12 HOR/Z. - - one hour assembly Prov�de bottom chord extensions where required to support cedmgs or fireproafmg MARK Y£RiICAL RE�NFORCING , DRILLED ANCHOR SCH�`Dl/LE' TH/CKNESS Sy5 8" 2-�'S ,�5 � t5" EACH WAY � 1 1 1 p � CENT£R£D/N W�fLL � i — . � STRUCTURAL STEEL STUDS. EXPANSION EPDXY MlYB 8 CMU 1-�5 �48 (CENTERED� ,,, I � � AC T 90'STU � BOL T �11{f`12 >2'°CMU 1-{5 �32'"�CENTERED1 TOP RE/NfORC/NG � � � � � H�4KS S�uds 16 gage and heavier shall confarm to ASTM A570-84a, 50 ksi y�eld Studs 18 gage and lighter shall conform to ASTM A611-84, Grade C, 33 ksi EMBEDMENT* ED6E�k EAlBEOMENT�Ic EDG'E* � 1 y�eld. Stud subcontractor shall prov�ds br�dgmg and b�ock�ng as required for stab�lity and st�ffness of the fmai wo41 assembly wherever sheathing does D/�1MEIFR D/STANCE D/STANCE � � I � not pravide adequate bracing Stud suppl�er shall design required hntels aver openings where not specrficaAy detaded See plans and sections for ex#enor CONC. MSRY. CfJNC. MSRY. T/FQUNDA710N WALL steel stud sizes Ail extenor studs shali be galvanized 1. I�£'RT/CAL RE/NFORC/NG/NSTAILfII fU11 H£/6HT'/N " SEEPCAN >�r 1e p �r IM 1y 1�r N ? 1! 4 .� 42 q? 42 � - - �.�, 3, „ �, ��, �, �� SOLID GR�UTEl3 Y£R11CAL CfLLS RT SPAC/NG SHGIWN AN� `� _ �, ' �' — � STRUCIURAL 1�ASONRY: e ?� 4 .�2 52 52 52 LOCATED AT OPEN/NG JAMBS(AS/N,�/53.00J, I�R77CAL � ' � 80ITOM f7E/NF. Hollow load-beonng concrete masonry shali bs lightweight units conformang to ASTM C90, Grade N1, minimum compressive s�rength 1,900 psi based '�f'" 3�' 5'� 4'° 6?' 62y 6'1" C�VIROL �/OINTS(AS/N l/S3.00� AND 1f'AL1 £ND� GYJRNERS _ = _ � ��� _ L on average net area Mortar sha!! be Type�S conforming #o ASTM C270-79 (1984) Masonry cemen� shafl not be used Admixtures shal! not be added AND/NIF'RSEC11lINS - � tor any re�son uniess approved by the Architect Except for lintels, bond beam units shaA be produced from standard verticaily voided units with 2. STA�YDARD DUR-0-W.4L LADUR-TYPF CDNTINUOUS � � •' pre-cut knock-out cross wails Exposed lintels shall be special "u" shaped blocks wifh sofid bottoms {verf�cal celks shall not be visib3e} HORIZONTAL JO/NT RE/NFORC/NG SP,QCED Y£R7ICAfLY� 16'� �r 4' � '� :�� S17RRUPS x I _� ✓/��B RE/NF. Grout used tn mosonry wa)Is ond b►ock cells shall be coarse grout as defined by ASTM C476, with a min�mum cube strength = 2000 ps�, placed by �nbrating �k£MBEDMENTS AND EDGE D/STANCES ARE RECOM,!lENDEO M/N/MUMS l'0 B£ FACE _ s,` �- : o (SEE PLANS� i UNLESS OTHERW/5E NOTED. - � h � If lifts exceed four (4) feet tn height, clean-out holes shal! be provided Provide fufl shoved mortar m a!I Mead and bed josnts US£D UNLESS SHOWN OINERN9SE ON 7F/£OR�if7NGS. tif/N/,�fUMS MAY YARY RE/NFORC�NG � y N'I t/,!/A N U F A C I U R£R. C O N I R A C T O R S H AL L O B T A/N APP R O Y,9 L O F£N G I NE E R .� S£E PLANS AND GENERAL NOTES FOR ;SPEC/AL INSPECIION' � � Minimum compressive strength of all masonry wall pnsm ossemblies shall f'm = 1,540 psi, bosed on net bedded area Use contmuous PR/OR TO/NSTALL/NG DR/LLED ANCHORS H9TN REQUIREMENTS IN�4T DIfF£R REQU/REM£NTS. ' ' — honzontal �omt reinforang at 16" maximurn spac�ng in oil block masanry walls Reinforesng shalf be wefded type with 9 gage side-wires and 9 gage iodder fRDM THOSESHOWIV ABOtrE ° t � -���� ` � cross w�res Remforcing bars sholl be as for re�nforeed concrete except as noted At splices, lap bars 48 diameters Provide remforced grouted vertical � � s cuRs a# corners, en ds o f wa l ls, s teps in wa l ls, �am bs o f openings, eac h si de o f ver tica} con tro l join ts, an d a t spacing s hown on draw�ngs Rein forcemen t s ha l l j ��2�� � 2N�-�R �.»��,� y�'�,,'���`' ��l`��3�, be secured tigainst displacement prior #o grouting by wire bar locators or other suitable devrces ot tntervals not exceedmg 20R bar diameters or 10 Where . ��,�F��, ¢` ��+ �[?� neted on the drawmgs, prov�de clearonce between masonry and structural elements, or wrap stee! with polyethylene film Provide vertical control jo�nts in �. � � �'3 �" . oii masonry wa41s as located on architectural drawings at 35'-0 maximum spacmg 5 SCH EQ U LE s SCH ED U LE � * ` � + ;� NOTE FOR ALL UN-MARKEU UNTELS ¢" q�(Jdb „�- . �,, S ec�al ins ection is re u�red exce t where noted on the drawm s Pr�sm and m�rtar cube tests wili be re u�red at the start of masonr work and for BOTTOM - "C14W�`LS TO MAI'CH S/Z£&SPAC�NG SEE OETAIL .3/S�30D l � ,rra,,. P P q p 9 � Y S�.Of} S�.OQ RE/NFORC/NG DF 1�`RT. RE/NFORC�N6/N WALL 1,� � every 5000 sf of structural wall, but not less thon #{ve {5} sets of prisms for the pro�ect The set prtor to the start of construc#�on shail consist of five (5} _ mosonry prtsms, and each set dunng constructton shali cons+st of three (3} pnsms At least two {2) prisms tn eoch set shQll be ungrouted - db = BAR D/i9MElER � ,,. �, � Tesi specimens shall be made by the masons, at the direction of the owner s representative wifh moter�ais and techmques currently be�ng used m the wall _ �„ „ �``i�` . Specimens shail be protectsd ond field cured for 4$ hours before bemg transported to a test�ng agency The testing agent wiN be hired by the owner RETA/N�NG �YQLL SCHEDUIE � " - ��� KEY MQS�NRYUNTF'L SCHEDULE �� �.�'� and shafl be respons�ble for laboratory care and curing of specimens, testing, and reporting results to the owner, contractor, arch�tect, and engineer � - - ��� ���� m accordance w�th AS1M E447-74 � '"� " ��~` . � • <1� MARK S/ZE REINfORC/NG �''� - - `" = MARX H�in� RE/NfORCEM£NI` ST/RRUPS NOT£S ��_ Aa _,�,.;,___,� `" ` °=s'T,°a;:-i-��-x F�R S/ZE AND REfNf i7RLYNG, SEE PLAN Walls requirEng specia! mspection shall have special penodic �nspection m accordance w�th UBC Section 2445(c) Pr�sm and cube tests wifl be required at � M +':f}- .-` " � N N 2;�'5BOTTOM ,. 1/NIFL lS CDNTIN!/OUS OFCIR � � D Foon G scHEDUtE�/sr.o ML� ,32 2- �8 the start of masonry work and for every ZOOQ squ4re feet of waSl designated on the draw�ngs as requinng speaai �nspection, Test specimens shall be made RW8 g �'4 � lZ O.C. EACH WAYEACH FAC£ •' � �� - - L!�� ,3 jpp � STEEL COL. �SEE 5�5�111 by Ehe masons , at the d+rection of the owner's representative, wath materrals and techniques currently being used in the wall Specamens shall be protected and field cured for 48 hours before bejng tronsported to a testing agency The testing ogency will be hired by the awner and shall be �esponsible for � �R'J�,q"p,� {�T. EXI.' FACE MLZ 32 2�'B07TOM 2-�3 �8' a �� ���� laboratory care and curing of specimens, testmg, and reporting results to the owner, contractor, architect, and engmeer in accordance with AS7M E44-74 R�Y16 1-4 � 1Z D.C. HOR/Z. EXT. FACE ��� "��'� Testing agent shall observe proportioning and mixing of mortar and grouf, placement of units, cleanout construction, re+nfarcmg size and placement, and A� �1 ��9�� all grouti-�g operations ,� � 12"O.C. E.W. /NT. FACE `J��`��� • � • aaxo�,c�atr�o sa� RIOtiE 303.A4�SIIli1 FAX: J03.44�.1C37 CiON.SUL71ti0 ENni NF�is �-enol Mdo01A1�� ,�'6 � 12'O.C. HL3?/Z EXT. FACE �cr►+a�e+ LOOSE UNTELS: , �4 � 18"0.G IiERT. £XT. FACE RfYl6a 1-4 �5 � 1B'0.� HORIZ. /NT. fACE Uniess noted otherwise, provide laose imtels as follows, wEth one angle for each 4" of wall thickness to bear 6" minimum each enc! ,�14 � 18"0.� YERT. /NT. fACE � SCH ED U LE s SCH ED U LE Openmgs to 4'-0 Angle 3-1/2 x 3-1/2 x 1/4 ARd�I�'S P�'M�1� Opemngs 4'-t to 5'-4• Angle 5 x 3-1/2 x 1/4 ,�6 �12'�O.C. i�ERT. /lVl.' fACE S�.Qa 5�.�� ZV�� .o'G$ Openings 5'-5 to 6'-6 AngSe 6 x 3-1/2 x 5/16 , . COL. (SE£PLAN&SCf1EDlJLE1 Openings 6'-6 to 8'-6 Angle 7 x 4 x 3/S Rl'Y12 1-0 �4 � 16 O.C. HOR/Z. /NT, fsICE _ ,� �16"O.C. E.�1: EXT. FAC£ ISSUE S#i0P DRAWINGS: . ,� iNTE�I�1GN DEIIEL�IENT NOYfl�l�t t8, 20Q2 �'5 � �0 O.C. !r£RT. /NT. FACE � '� Construction Dacuments are copy�ighted and shall not be copied for use as erection plans ar shop detads Use of JVA's electronsc files for shop R�Y'12a 1'-0 ,�4 � 16N O.C. HOR/Z. /N7.' FACE �� ���� � �'�� ��3 drawings requires signed release of liabdity by subcontractor ond compensation to JVA of $20p 00 per fde AN shop and erectian drawings sha#I be �'4 O 16 D.G E.W. £XT. fACE � � 1 �� � � 17� 2� , - checked and stamped by the Genera! Contractor prior to submission for Enganeer's review Unchecked subm+ttals wi[I be returned w�thout review � I I CONSiR11Ci1dN DOCU�IENT �IAY 9, 2003 �'urnish one (1) sepia and one (1) pnnt of shop and erect�on drawings for reinforcing steel, structural steel, steel �oists, steel deck, to the Structural � Engmeer for review privr ko fobncation. Submit m a trmely manner to perm�t ten (10) working days for review by Structurof Engineer The General � I , i Cvntroctor ❑nd his subcontractors shal� sUbmit in writtng any requests to modify the plans or specrficat�ons Shop draw�ngs, submitted fflr xeview do ¢ SCH ED U LE � I � GW�4MF£R CORNERS AT not constitute "m wntinq° uniess spec�fic suggested changes ore clearly marked !n any event, such changes by means of the shop drawmg submittal � I I �EXP05E0 LOCA710NS � proceac bocamo tho rorponsi6iliky .�f {ho onc mit�a{inc� such rhon�o ^� ' S1.OQ '' � ! � r -� � , .. L T /ER SEE PLAAIS � STRUCTURAL EREC710N AND BRACING REQUIRE�IENTS: ,i-� �� � � ` ST�"EL L/NTEL SCHEDllLE DRAWN SEW i Ffl011NG SCHEDULE � '�� :�;t � ��- �,� Lsn:-si_ 1 w� a; The structural drawmgs dlustr�te the completed structure with elements in their f�nal positions, properSy supported and braced These construction ` � � ;, ,,�ti�,��:, .,r:,: documents contain typica! ond representative detads to assist the contractor Detpils shown apply at aA s�milar conditrons unless otherwise �ndicated � �> �° r� : � "'3 �lARK S/ZE BEAR/NG�' :� � , �;.;.'..-...,.� Although due ddigence has been �ppfied to make the drawings as compie�e as poss�ble, not every detad is dfustrated, nor is every exceptionpl condition MARK SIZE RE/NfORGYNG '>;;��-;�.;''„'t�s�`�` �` z,,�,�- ,;,. ;. CHECKED ��, �p$ addressed Ali proprretary connectaons shali be mstalled in accardonce with the manufacturers' recommendations Ali work sha�l be accompljshed in a 2�3 CLOSEO 1J'ES r ''�'��' �'�`��`���� '�' p�ER�S££PLANS1 �� W16x,�6 W� �p� tworkmonlike manner and in accordance wfth the U8C and local codes and ord�nonces :;' � F24 2=0 x 1'-0 2;�5 CDNT. BOTTtJM � ' S/LL �ex11 x CON�' ' The genera( contractor �s responsible for coordination of ali work, includmg layout and dimension veraficatwn, mater�ols coordinat�on, shop drawing review, '�'� � ,"�`"';'"�` � and the work of subcontractors Any discrepanc�es or omissions discovered in the c�urse of the work shall be �mmediately reported to the architect for ���''"'�,1�, `'�� '. REVISION$ F30 2=6 x 1=0 2�5'CONT. BOTTUM ' w''°' ="` ;,;�.;,•� � resolution Cont�nuation of work w�thout notification of discrepancies relieves fhe architect and engsneer #rom all consequences �� °=�-�•`:'�^•:���° x z��co�vz rop _ ;���~= ;:.=:���-�� � cor�R(rrp) I Unless otherw�se specafically ind�cated, the drawings do not describe methods of construction The Contractor, in the proper sequence, shatl provide F,36 3'-D X 1=0 2�'�'CONT. BOTrOM ' � � � ; jproper shormg and bracing as may be requ�red dunng construction to achieve the fina! completed s#ructure 7he cantractor, in the proper sequence, shall _ 1 _ � � perform or superv�se all work necessary to achieve the f�nai completed structure, and to protect the structure, workmen, and others durmg construction DOWfLS W�S7U. 94' " ,F�`Y��"� � Such work shal{ mclude, but not be lim�ted to, bracing, shoring for construction equipment, shonng for excavat�on, formwork, scaffolding, sa€ety dewces F48 �=0 X 1=0 �5 � 16'O.C. E.�f! BOTT�7M _ ,���`s:M'=��"' `'- 1?"TO ED� and programs af all kinds, support and bracmg for crQnes and other erect�on equ�pment Do not backfill agoinst basement or retam�ng wails HOOKS TOMATCH � -.�t . '_ --�-- � untd support�ng slabs and floor frammq are rn place and securely anchored, uniess adequate brac�ng is provided. The structural steel frame �s P/ER RE/NFORC/NG' - ,"�-:`;�_- ��'�: s„ � _ � '¢ � Z-12 ���'�r''� � " � 14"O.C. £.W. TOP „r_ <1n;;<r�:tn.. ;: "non-self-supporting per AISC Code of Standard Pract�ce 7emporary bracmg shall remain in place until oH floors, wafls, roo#s and any other supporting . • ,�5 ;� -�F:,_�h�° �-°; ��,- ", � 'ti F66 5-6x1-0 �� �' = � �- ' elements are in piace The architect and engineer bear no responsib�l�ty €or the above �#ems, and observatEOn wsits to the s+te do not En any woy include ,�5' � 14"0.� E.W. BOTTOil1 ��'`F��f �°�`-��z�; �� � inspection of them �, ., :':�, .~�•� �`� -- IFE £EPANS E DRYPACK ,�'7� f? D.C. TRAN.� TOP ��`:�{'.°:�' - , : : S L .� � — — .�u — „ --.t.,. e`,,:�;.�:. , ;,u,� ��k: �,�,,v.. - — �:�:���::;mi,� - ",=.=r, „�'�; { , , 14 0 T :,�t-��-'�'�'; Where er�odic or continuous ms ection is re u�red b these documents or b code or local ordinance, the owner shall em �o an ins ector certified in � O.C. 1 N� OP ;�,.,.,�, _ ��;��.�.��'s;��°r_:�; _ P P 4 Y Y P Y P F108 9-D x 1-4 '� M - - - � � � i BEAM TQ ����}- ,�..�. ���� :°E: VA�L �IOUNTAIN SCHOOL rn �v - - - - - �� �� �t � 15 4.C. a .� g�rm,� �;- r area of concern The ins ector sh ll res ons ble to and re ort to the architect and bu d de a ment the po ti�ular p a be p � , p , g P ,d'� ;�f'�- - � - - ��;� ���u 1 7 . r.. _ - .:o-�.�=; r�tr � £�BED Vai{ Colorado � 14 O.C. LONG. BOTTOM ,��:{;`�4 ,rµ ->i ?�' =�s�,`' ,H:yo.r�.�x���i ;.�n ���...� �F `� � � y� ' �1 i�r�! 5..i.�t4>> `(`�4'S^` �;t`n.`�Ti'�eii�.`.i /1 /� /�y� ° - "-h,=Rf.�� - .+.;"�p?,� /..�`y:• �r.H\v4� � �f��/ }/� '��.'`., -.•,,'�s �a,.��` ,"o.',.,t`.r / f�AMED BEA�1 � STRUC7URAL WOOD FRAMlNG: ,{�7� 12 Q.C. LONG. BDTTQM � �. �, p _'_��. '�'k�{.,,'µs._� �-'4': rfi;,_ -:h<.t:, �..,7�4 ;�r::�,' 2- 5x.+ In-Grade Base Values have been used for design , , ,�4 � 12 0.� ���; .,`5 - ,�°- ���r�,�5y;� - °���f',��=:;,a`tix�.�,� � -F� JRAN,£ BOTTOM - ; .. ��: ,�` �� �.��_,� 2 �- con�rvECno�v sc�vEOV�- 2x framing shall be Nem r S4S No. 2 and better unless noted F240 20-Q x 1-6 �7� �p�0.� LON� TOP ��.V` _ -;.�, '`����-=�_ �` - _' `�' � Alf lumber shall be 19� maximum mossture content, unless noted. � �2"0.� TR�4NS. TOP �}�` __� - - - `�'- `��'���` �"-� _'}�_ �'"`�'�'4��,r��� Studs sha(I be Nem-Fir Stud grade and better � t` �nt` '� BE�1M S/ZE NUMBER OFRDWS � � Top and bottom plates shall be Hem F�r No 2 and better F,3.0 ,�=0 x,�'-0 x 1=0 4�'S E.K! BDTTOM ,SlL,C � � I s"�A325 BOLTS GENERAI. NOTES Wood in contact w�th concrete shail be pressure-treated Dougfas Fir or Southern Yellow Pine. 1 � � �y yy�; {yfp 2 � ���� Exce t as noted otherwise, minirrzum nailin shall be rov�ded as s ecified in UBC Zabie No 23-I1-B-1 "Nadin Schedule" F4,0 4'•-0 x 4'-0 x 1'-0 5- 5�:N.' BDITOM p�� S�E�U� 1 � W.4LL RE/NF. �SEE � � � p g �' p 9 � fULL Y GROVT MASONRY � PLANS&SGWEDIlLE , PI ood and oriented strQnd board OSB floor and roof sheathin shail be APA raded with anei identificatwn Endex, thickness, and � � � ' �� �¢ 3 Y�'�' { ) 9 9 P DO{�1V TO FDUNQA710N �; - ' naiiing as n�ted on the drawings F5t0 5=0 x 5'-0 x 9'-2 5;�5£.iY. 80TTOM MARK S1ZE RE/NfORC/NG CLOSEO IIES REMARKS fYY4LL BEL4W fZ?R M!N/MUM � � r �6 � �A�� MAY 9 20�3 ! - Nai! wall sheathang with 8d comrr�ons at 4" o c at panel edges, and 12" o c at �ntermediate framing except as nated 1=4 ff9DTH DJRECTLY JAMB f7E/NFORL'EMENT y�g 5 ' � SHEATH ALL EXTERIOR WAII.S BLOCK AND NA1L ALL EDGES 6ETWEEN STUDS F6.0 8=0 x S'-0 x 1=4 8;�'5£.i3! BOTIOM P1 14 x 14 4-�'5 ,#3� 10"D.G FOR l54 Cl1t. BENEATtI BER,df BE,4R/NG � (SEE PLANS� � __ Sheathing sholl be cantmuous frorn bottom plate to top plate Cut m "L" and "T" shapes around openings P2 �6 x 16 4-�5 ,�3� 14 0.� ft7R IS5 CpL. � � WZf s ; Minimum height a# sheathing panels shall be 16" to assure that plates are tied ta studs F7.0 7'-0 x 7=0 x 1=7 7-,�'6'E.W. BOITOM P,3 18 x l8 4;�f6' ,a!'3� 12"0.� FOR 1�'6'& TS7 CDL. yy7� 7 ' I�inimum 3-8d per stud and nail plates w�th "edge naFl" spacing P4 20 x 20 4�'7 ,#'31� 14°0.� FO%' TS8 COL. � � ' End stud at each door�amb, at all extenor carners, and at ends o# OS8 sheathed wall sections shall have one H4 anchor to the sole f$.0 8'-0 x 8'-0 x 1'-10 9�'6 E.W. B0T7�7M P5 22 x 22 4-�7 ,�3� 14"0.� � Is"17 8 ' piate W30 9 ` All roof rafters, 1oists, trusses, beams shail be anchored to supports w�th metal frammg anchors P6 24 x 74 ¢;�'8 �'3� �6"O.C. I Light gage framing anchars shown or required, shall be Simpson "Strong Tie° or equal Code approved connectors and installed with the F90 9=0 x 8=0 x 2'-1 11-�`Eif.' BOTTOM ' number ond type of nails recommended by #he manufacturer to develap the ra�ed capacity �1a�� All beams and trusses shali be braced agamst rotat�on at points of bearmg , Columns must have a cont�nuous load path to faundation. � SCHEDULE � SCHEQULE � SCHEDULE �A S�F�EDULE Lead holes for lag bolts sha14 be dr�lled in accordance with 7oble 6 23 of the A17C Timber Corrstruct�on ManuAl, 3rd edition Tongue and groove decking shaif be �nstalled in accordonce w�th the "Standard for Tonque-and-Groove Heavy Timber Roof Deckmg°, AITC �.�� 5�.�� $�.�� S7.d� � 912-81 � Where decking must be nai�ed from the bottom side, use 2-16d gaivanized finish nails at each support, countersunk, and filled • JVA �9881 ,_..�...�..�.....�.,_ KLIPP COLUSSY jENKS DLT$OIS ARCHITECTS, P C. Member f5rnencdn insfitute of Archdects Wr�ter Sq�are, 1572 Ldrimer Street 8ndge Level,Denver,Colorodo$02D2 ph 3�3-893-7 990 fax 303-$93-2204 S17 S19 S22 S25 � ,�p,p� R��� 7-1 . ,� ..,... S , . � � 113 2 O�'�'��s�'E��.'�' V:�P . tn 11-3 ,37-9 2,3=5" 39'-0" =9" e� � °=� m. 13'=11'" 64=0" .39'-0" 7�, -o . F: :�en •� � 5=10" 8=4" 7'-11" ` ,�*���+�.,.E�G���� � D Q �L Up �+p 7'" ���p SEE SHEET 1'-0" �'��+''3 52.1---.._.._--.� f I � STEP�'TG. STE TG. � + O /�•f� BJ...O I � I � •�HI'f2a COPYRIGHT 2003 -;;; Th�s doc�ment is an �nstr�m�nt of service,and . , , . ,, z..,., . i ~.�� ; F24 (a�'o) k . ,;,�. as such, remarns th�propArty pf ihe Archttect �8�—� � � perrn�ssion far use of this documant ts(imtted � � � ` �'_� z g4'D � � ond cart be extended only by wntten agreemenr Cp o -,` �� D � � h w�th Klipp Colussy Jenks DuBois Arch�tects, P C E12 , - - � ;t � � ' � - ,.. � �. � ` .� �, � R E12 � � y � Q, 87=4 -� � � h► .. ^ �" , �, � .� � ; � :.`; �---- a, � 7q � Q � O �?" � �I� J,S� �V~ .AL • A � A y� ' � `, R �� �X d 0 QS ((� � � � � - ��� � � � ;. �4 � R�r2o ^ ^ a�'a � �tF. -.�w� y�„l_ :�' rt5�;� _' � _ - ti.� °4:. �'hr .:a-' ,„yd; ' '�.�.,=. _ :r,"r '�t�-` _ - - ?'-* ! � - - _ _ t; _ _ 'F",a �! _ _ _—__—_— - .�tr.<� ,1.. 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Membar Amencan Institute of ArchHects � O O � � ,S{� '�O� r—Q�` �j � Wnter Square, 1512 Larimer Streat ,E F36 00-0 '� F36 900-0 R t;'fi��,+" ^ Bndge Level,�enver,Colorada 80202 E18 — _ �.� � _ ::�.� 1 E�� ph 303-893-1990 fox 303-893-2204 a sp �s ^ sp �a � 11EBACK/HOLDOWIV I R � � > > � '"i' 2--50lr AX/AL fYORKING CAPAC/TY ``' �' � �¢ t °j � 1NSTALLED AT,�6°fROM HORIZONTAL QO RE � LOCA7F G'ONSIRlIC11 JO/NT 8$p �� � 17EBACK/h�OLDOWN.• : � � � 54k AXIAL {fORK/NG CAPAC/TY p��,.....,.�'/S�. �� � AT CDRNE7�; S££7/S 40 c., � ^ � /NSTALLED AT 37°FROAt HIIRIZONTAL v�y�PC,STEV�c� c�� �Q O:� ,� � � ' �► /NTERMEDIAIF TIEBACK �� 6 �. ;o ,3,3k AXIAL {S'ORKING C�4PAClTY ' ,=�Q 17.5 - - �' - �73 /NSTALLED AT 30°fROM HOR/�''ONTAL � �''••....,. •���c,• Nf7 ���'t1,�EAlE��'' � � o � � � � "' ^ � ' f5.0 h "` "' s '� Q (142=0 � �J'�+��4� \ � " � s� i� ' � � � , r . A , ;�, , , � 8=p" .37=g" N18 � l-0 22->1 >l-0 >/2 g-7" '= g=1p" 9-11 >/2 ' 1=Q* �• " 24-9 ^ .. 7 � .. � . 5�p" 11'-11/2" , ;,, COPY3tIGHT 2003 � �d'' ST£P FT� � ���" �'�Q� i, This document�$on ensYrumenf pf sarv�ce,and Q, � � �v � .�� � � 15= ° 6 UNE OF PERMANENT SHORING DE57GNED as g��h, ramotns the proparFy of tha Arch+tact ° `b h A ;� e 6=1p" � AND PRO�I�ED BY GfNERAL CDNII�ACTOR Permiss�on for use af this documant ts 1imlted E.17 _ '` _ o �,g�5� PER SO/LS ENG/NEER REQU/REMEN7.�: INCLUDE and ccan be extanded only by wntten agresment � El� r �; =0" �20 P5F UN/FORM LflTERAL PRESSURE � w�th KI�RP Colussy Janks DuBois Arch�tects,P C • SURCHARGE fROM SLOPED BACKF/LL /N ; � 10 '-4w� F�P F5�0 F4.0 F5.0 S]'E'P JW ° �� � ADDll10N TO TR/,4NG!/LAR EARTN PRESSURE � (�02'o� �o (>02=0� ��o2=Q> h , S � '` � =0+ � �102=01 1�OZ�B E15 � _ _�r,r lfl3 ,, F,.j'6 99= o .,. i = �-► ur,:. � ,� � � STEP TW �o .�� �, ,�t� � � _ I o _ e' � "� � b .l „S � � '� h E95 — ��9 � — E>5 � ��-�tp E14 . ` � � r � h � 6 � 14=10" �` � to J :. ,t cti "� .,I q G', , ,1 �� � ��2-8 � � ry ;� � Q � a � � h � � h � ��=6 � � � 8. � � N � \ ,�1 � � � ,t N :\ � � � O � . o � ¢=>r �/�' 4=s' a-� �/2` 2�'¢ �/2p r'o~ ' , � � >-o , r-»/¢' 'r � 66 99-0 7�6-8 �+�� � � � 5� � A _ ^ r G6P 9�q c��, � �,� �� � G5P �' � E13 — P �' -� � P 9 �=o" • F4.0 , � + � E1.3 �-+� � \ �i F,�O 3" 14'6" �-► �' , /� �99�¢� '� � � ,r - '� • °� 102=� '� f06-6 // TYPICAL: ` �' !Q r� 2�5 x 6'-0 �3" �' ° ^ y °j � ) �� � - ` , p � AT SL.4B�1ID--DfPTH (�02-D� 14--6 ti` 8-,� 1 WINDOW OPEN/N6S/N C i �, w. , � AT A1L RE FN1RANT o �e � , f,�0 ��'` G�` °j 102'-8 8 � 4 CORNERS J RDUGH DPEN/N65'/M CL � i - 9�_¢ q, � o = �, TD BE 3"LAR�ER(lIN � � "{' �v 102=0 8�� f0�'-0 � Ot�'RBU/1D �r � � = �► � q, Tt/E {�9ND46Y OUTSIDE G � � N �. , p A' , ,� � � Q; ;! 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AT J,4MBS OF�PEN�N6S � ,,, � R '� P ^� �' S" 11=.31/2" p � 2 23'-B 1/2" T _ � 12'�� g' o S�, Tyy o i PROl�DE M!/LTIPLE K/NG ST(/DS EQU,4L TD HALF '�° � ! F7=0 `YI�x22 Q0� (-► IY12x16 t8>>-► '� *� � , � , THE NUMBfR Of STU05/N7FRRUPTED BY OPEN/N6.£ �. � d 8, 3,• ��9, �� � T' K'12x18 �6'� 31 2 s9=7 � � 8; W12x16 �� � � ST£P 10,�'-0 i FDR W�4LLS W/IJNSlJPPORTED HE/GHTS OY£R >3' '� �� � � ! � U 9 '-7 '�p" , �, � 99-J � ' p. � � vi � UP TO 15'REDI/CE SR/D SPACiNG TO �2". � , ,,� � � 11-,31/2 �' 8' .34=>O 1/2' �o l2'-5" 18'-6" `n `°v 19=9" 1'-9" .,,, ,� . ,i -�'T 5'-9 1 2" 5=f 1 2 6'-2 t 2" • " ' � 6'-D > 2" 5=712" , � 8" • « 5-8 i 2' ¢' H'Y4x22 40.� � Wl2xl6 �8� 1'-D'� t=0' =¢ � � � �� �„��r � F,3.0 � � 5-JD 5-10 � � 5-10 5 10 f � 99'-4 8"H72xf8 � N , a �+ � STEP T. . TEP T.lf! W11x1S t6� £9 _ _ _ _ f-1 * _ � � � �n � TYP/CAL„�'DMPD.S/TE FLOOR B 3AMS 'A ��,� � ��{�,�,� � N S££SH£ET 2.24 FOR `° ^ � o f9 �,��IND/CRTES NUMB£R OF 4 r�x,�2 LONG o - ► `� �^, �• gg'-� � i HEAOFD ANCHOR SIllDS(H.A.S) UNIfOR,�fL Y i I�QRIES G'pNI1NVR17 N OF � C {�'I4x22 �i0� � � if'12x16 l8� SPACED ON CENTERI/NE OF ME�fBER SHOWN. � , N "1 SLOPING 's � h qi AUD/TOR/!IM SEAlING - Dl�£RBU/LT FLODR Qo �o �.; � � � k, � � : f�HER£H.A.S. ARE NOT NOTED, PROt9Q£ i i � � ao o � j ^� � �,,o � t1 T 24"0.� SPAC/NG, t71L1 L£N61H R/SERS BU/L T OfF OF SLOPED CDMPDSlTE � � �. UP �o co � �,� �y � � � : �• OF BEAM 1"YT'/CAL. 'N�' ����� �caoR sr�ucruRE w/4'cotvcR£rE-s�,4a � � '� � ^ � i 1 L 1�r'r 1 ON STFEL DECK OY£R MASONRY CR/PPLE � -�� � 9 �� ^� � '�'k � � � ; x 2 � � � ° `�`�`III fa0°`�'��0 °0'62 � � 6Y14x22 �10� K72x16 �8� fXx WO/CATES UP{YAR� CAMBER RT�NID- �� �� , �' �� �++���t 1f�ALLS SEE 10& lOR/53.1,3 FOR � ,� ,� � � � � � \ 2l-7 1�0 � �� � SPAN Of COMPOSITE FL04R BEAM ,4DD/AONAL N07FS&�ETA/L.£ E8 � � a ' � � � , ..,. � _ : � � EB c�J�1MG ENqNmss �►,o.�,�°'�", ,� �1 \ ^ � � 9 �'l�x12 c1D� ''' � W12x16 �8� SPEC/AL WALL RE/NF h h 1 ro Exr�vo �-o • rrPieac �� � � F5.4 "� , `Q `a �c ' 1 W24x55 �8� a h � ' p �Q.�"�OOR A�MBL Y.' . . g, (99=41 ��- � cp PS W/DD!/BL£ � � i' �'.� PAST CDLUMN.� � � 5"NORMAL iYF/GHT CONCRETE SG9B ON 12".r20 .�'i �i' � 1 SHEAR TABS � � � y�¢X22 �'8� '7' � GAGE COMP. STEEL D£CK(1.5i�1) ff7Ty PHOSP�I�4AZED � �� �• TOP AND PA/NIE'D BOTTOM. PA/NI'SHALL BE ��Q� .(7�8 ` ' R£/NF TH/S W�lLI WJ4x22 40� 99=7 '` �' SYM TO 12/S.3.2? � , COMPAABLE{yITH SPRAYED tIN fIREPR00f!'NG. � �'s � �P :. Ox12 i ��-a /NSTALL �EC/(ONE'R.3 OR MORE CONTIN�IOfIS ISSUE � � Q. � T'~SEE lf/S',3.2 SPAN.£ RE/NF(lRCE SLAB WITH 6x6 - fs1�xif21 W.Ff!F. qV�l p�q�i�1p�M NpVE�BER �g 2�2 F4.0 �� � 5`fl" 5"d� s"�� 6'-2" S'-0 5�,3" 5=.3" 5'-3" 5'-8" = W14x22 �i0� j� fOR WA1L REINf ;,,� � E7 AT M/D DEPTH. TOP OF SLAB ELE�ATION = 100'-0 ' � 99� ¢ � �� AT THESE WA1LS � � R UNL£SS NOTED. �N ���� � 14, 2�3 - i � � ►� � � � .. :; � : ^ : � '� l ; �I'f REVIEW I�AR(�t 17, 2043 R Q 11=-,3" , � 1 � � � A ,� � i .► �o 0 5 �I ,� �' CON;�TROCTK}N DOCU6�ENT MRY 9, 20Q3 0 �o io w w �o �o �o �e �o c� �a P c> � � ^ � 99^4 � o� a g a ______,-o� � � � a a � ww �� s -� � -� 4 �� ,, ,, ,, ,, ,, � ,, ,, ,, ,, ,, ,� ����� �o� � -� � a MA/N LEl/EL FflUNaA TION �c FL D�R FR�I�G1/NG PL�1N � �, '� t � � �,. � -'°��- a ,, �t- �. '�, �- n- �. - �.� � � ° '� ��c c c c __,___� � �c c �; � '``� c � 9s�� _ — E6s � a.� . �^v � �f 'a �. �,�z. ¢, o c. �.� c� � o • . PU1H NORIH $_�—O � ►-� � � ^^� ^� � �^� ►� � 100=o � �vu-v-� o � � � �'� � �/� � � � �4� � � �� � � `v ` 99=7 �— �`� =0' �2 ^ 4 4'-,3 e � # ELEYATION TOP !IF FOOT/NG NOTED THU.£ (EL£V� E6 ~' _ � v � WY�x22 d0� v� `..`� � _ � _ � R #ELE�,4IION TlJP OF CONCRET£STEMlf�ALL = 100-0 UNLESS NOT£D£1EV--� � p � ���,�\ 'Qa_� ' Q„ O„� � D, � �� �X gr� �6' � o �6 *B1 = XX X DENOTES TOP OF 6"BR/CK LEOGE£LEt�.4170N. DRAWN, SEW � � i 4 �� � C6 ( `� � v �� C6 �P � �,� "� �d � ;I � � SE£SH£ET 51.00 FOR CDLUMN AND FOOT/N�SCHEDULE,� �RX w � ♦1 I� � 1 G � �,h CDRNER BAR � x TOP OF FLOOR SLAB EL£��1114N= 1D0-0 UNL£SS NOTEO.• � �- CHECKED. ��, Tp$ .� � � -A 9� �� I I E � I I � � `fi �c° `° P A -,� '` �` ry 1�'lSx26 �tS� �8x`� A6� - _ E5 * � /ND/CATES 01�4GDNA1 BRACE o, �� 99'-7 I 9s=> � 99=7 � � � �' � � F�� +� ; * SEE ARCH[ &MECHY DRAiNNGS fOR SYZE AND LOCAADN OF FLOOR c�' ° S�-p � , 96' 1� .�� �9_� �� c� �'g� ;, \ � RODF MECH'L OPEN/N�S'&PENEIRAAG3NS , , . � � M zj , p � � i / RE�fIS14NS 14- 60-11 18-8 6-D ..� 1-p a=�ry �O � P OENOTES CDLUMN ABOY£ TH/S L£�£L ONLY 1 0' 1�00_0 10=0" 40=0'" f0'-D"' � ¢ � o '� '� ^�� �� �� �� �� a' � �� ��* ��' �� " C � � / � DENIJTES COLUM/V BELO�Y TH/S L£t�f1 ON1 Y � k '�' � ^� ^� � �s "� � ►� ^� ►.� ►� STEP A • � ; � C ,i ► i � t ► i i i � �� � � o �' ,�.� c4 0, o, o, o, e, � c, a, a, Q, �., � , , `'� � 'DENOTES f7/lL Ml1M£lVl"SP110E OR B£NT BEAM LOCAT/ON �� iy �' � � °j ..? a' °' `, '`, `, o� a � � � '�` ,� 100-0 =f0 1 4 �?,� . � +� SW DEN07FS CONCRETE SHF4/� !!'ALL. SE£SCHEDI/LE aN SHEET 51.00. "� ry � � .1 _�p=RJ` � � �'- � /5r R � � V ^ 1 ^ ^ ^ �� ^ ^ ^ � � ^ 1 � � � • <f- !h �h <h �C �O �i �O b� � � �F !F ^ n I .( � � C C C C � C C � C C C C N � 0 � � � x C6/NDICATES C6x10.5 fRAMlMG AT STAG'E TI�RUST OY£RBU/LD AREA. �o �o �o � �• �. � �o �o � � te co "� � "�'� �1t N ti 'rs '� "'� ^'� � N 'N nt N � '� ,� �o co �o �o �o �o �o �o �o to �o �o to � 99'-7 � � � � � � � � � � � � � � � � VA1L MOUNTAIN SCHOOL �'�r 5=5' 5'->'" 4=6" 4=.�" 6'-S" 6'6' 6=2" 6=0 6'-D" 6=0" 6=A" 4'-3'" 4=8" 6'->" 6=5° 6' 5" 5'-7"� >=P" °' V�i�, Colarado STEP w�, A 4 �' 99=7 �" 8� � � 1 105=0 � ry '� �'�, 6 �'i o � I F74 98'-0 AREA A � � �_ -��� STEP IW �P �- 39=7 MA1N (.EVEI. FOUNDATi4N & E2 - - - _ .`�Oi ao STEP TW ,S 105'-4 STEP TW � � i� � �I � �l.DOR FRRMING PI.AN - _ _ _ •� N E1 � �a5=o �os=o��P � ��9 ��P n�Arp��s 3 '� >=° ��o� .� E� DATE MAY 9 2003 nP �- � � + 8 Q � AT P/ � __ , 2, �,2, g f1 �-2� B� 6A ��6A 8�sp r� �y � IV1Lt1 1i - 7y 11=,3" 15=6" 9=8" 9=�8° 9'-B" �5'-6" 25=.3" T" � • � r i � a a � r i o 2-1 11-3 15-8 3'0? 40-9 13-9 =1" 13'-11' f5'-6' 29'-0" 15=6" 18'-.3' 13=9" f4'-8" �� B AREA 6=� � s�.2� 1 w / �t..►�� s�� sr9 s2o s2� szz s,�3 s2¢ szs s2s KEY PLAN - JVA #9881 RAD/US WALLS _ fYORK PO/NT KLIPP CaLUSSY �ENKS DUBOIS S8 N5 N5.9 N6 N7 N9 N9.4 N10 J1 11.6 N12 � ARGHITEC7S, P c � � Member Amer�tan lnsiitute of Arch+tects I �� '��8 �/2~ 65=4tl �2=Q� 2�—¢~ � Writer Square, 7512 Lanmer Street 28'-0 1/2" �1=101/2" 2=0"' 27=-9 1/2'" 29'-4 >/2" 5=0" 1.3=2" 2f'-2" 13=2" 5=0° anda�te��t,Denver.Colorcdo 80202 21=3 f/2" 4=4 1/2" 9' l" 4'-!1" 6=0" 19=8" 7" 7=3" .3=4" '-4' 7=.3" 7" ph 303-843-1990 fax 303-893-2204 ���� »->>/2" >o'-,� �/2' ,s'>>/�' s'9 �/2" �4=s' 22=a° »' o �/2" 2.�=4 p nEa�cK/h�o�oo�u.• 7" NOT£ DD NDT BACKF/LL AGA ST �"' 2-SOk AX/AL IIfBACK,/�IDLDOf9N.• 2-5'Ok � NORIH WALI UN77L SLAB--ON GRADE WURK/N� CAPAC/ AXIAL WORKiNG CAPAC/TY lS/M PLACE INSTALLED AT �� �� /NSTALLED AT.38°fXDM s ,36'fROM t �.4,�y'��s.��t%G�sT HOR/ZONTAL .�1 c� HOR/ZONTQL � ,,... ., '#� f�s lao=o � � S� 1 '� � c`����"� o;O El - - - ,�-�=�.:. - - - - •� ��''r m� � E18 ,r � .vr F� R �►6„ 6 ^ 6" • s +�'�•. ... -•G���`c. � ; , t . � �� e, ���'JALEt, � � 7 1.0 -, � : \ � � � � \ '��e� � � tocAr�cn�vsr�vcnorv�r�vr � � AT CORNER, SEE 7/53.00 �: � � :: yi. <t � ,� �'� � _' COPYRIGNT 20D3 L � T� I •� j � � ^ � Th�s documant is an �nstrument of sernce, nnd � 70 l� ^ ..� as such, rama�ns the property of tha Architect "5 _ _ _ _ � , _ � '75 Parm�sston for use of th�s document ts limited � j� � � � and can be ext�nded oniy by wrltFen agraement REM04£ 1G f fROM£ND OF i 1 � � w�th Klipp Colussy Jenks buBois Archrtects, P C � EX/SIIN�SCHDOL STRUCIURE AND ° ; ° � FOUNDATIOiV/N F/RST PHASE OF o _ \ f5.0� 0 4 � I 1 ; BU/LD/NG CDNSTRlJCIIOrtI. 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AT JAMBS OF OPENINGS � `� • a o '� 1-0 17'-2,3/4 6-9 1/4 = �, �� ►� '� PROYIDE�!!/LT/PLE K/N6 STI/OS E4UAL TO HALF � , � ►; � � �? °j f24 97'-0 ; SiYS w •�. � P �,yP .• �P ;� � TNE NUMBER DF STl/DS INIF'RRUPIFD BY OPENING,� �I��� � �l�����' E10 -- E10 FOR �Y,4LLS K''/UNSUPPORIFD HEIGHIS Ot�£IP 1,� W �� '� �r-=- ,� --------- � T . UP TO 15'RfDUCE S1lJD SPAC/NG TO 12'" � 11 1 99-4 � Q`� I F48 99-0 -o� � F,�O F4D �p � ti � I� Faa = �a �o �ra � I sr�Frc (s9=�� o (s�'4� � 4i (99=4� ,Qi' �99=-4J �99'-4� F7.l1 , „ ,� , . � �, � ° dVl4 IMIARPORA7ED ,� F7-fl , ,., TYP/CAL FLDOR S/AB ON GRADE � C� � (97=4J I �99=4� �-3 ^ 21-10 8--.� (99 411 � � 4"G�NC/�ETF"SLAB ON 4"GRAt/EL LAYFR ON �t,��, ,�o�� � �'�' ^ I ' `` � � UNDISIURBED, NRTURAL GRt1�E OR CDtifPACTEO `�`�"�� eanc�r+.�uao �z "� I I / l 1 ! �► J A, U J M ��'� 7 b 7 A � � ^ ��.G �.{{�.�.� � 12 31/2 2.3-8 1/2 16-1 f9-10 6 25 2 21 � 1/4 19-3 3f4 C� c,� G� c, N S7RlICTURAL F/LL. RE/NFORC£SLAB i}91N v,,,c ,os.�++,,os� �. �� (� 8 o P -� P -sy"� F�� � FIBERM£S'H. PROYIDE SA{f�'UI"OR fORMfD i�fSUL'1�1G ENpNk�RS ��+�or��� � ; T1�'/CAL• - - E9 W�fY. SEE ARCH'L DRAWINGS'fOR Y�4POR �T�� a' � 99'-4 Z CON1ROL ✓0/NTS� 15-0 O.C. MAX. EACH } �i 2�5x8'-0 �3" � � � � �F6.0 �� ti �tT SLAB M/D-DEPTX �, .1 � �- F30 F4.0 F4.0 C99, 4� .,,�' AT ALL RE-ENIRANT � 1=9� � � : CORNERS � ^ (99=4J �99=¢� (99=4J BARR/ER/F RE4U/RED. li �� 1 Q 14=7" 9` 10" 13'-2" 22'-9" 18=10" 8=5" � 4=3' � 22=5" 13''-9" 15'-51/2" 7=5" 15=51/2�" j � �n PRQJECE N!� II • � W LVO A rVL�V � � R ^, °� �� j �,� �6 �,1 ,�i �h �0 � 'j �., � �� ^ ISSUE N i II . � P A P � A P ^ �P q, � ; -�e' N�I DE�1�YELOPI�tt NOIIDYI9ER 18, 2002 ti ( •^• � I ;� P : � DESIGN OfVE1.QPNQ�T FE�AR'f 14, 2003 E8 I P - - F8 �ICi REUIEW _ MARCH 17, 2003 - I! � � F4 0 2" F4 0 1'-8~ F6.0 F5.0 F,�0 �aN5TR11C1�! DOCUMEM f�AY 9, 1003 ; � � (99-4� 2 (99-41 � � . , q ; = F,Q F6Q - f6Q • (99=4� �99�¢� _ (99=4� � �A/N LEf/EL FOUNDA T/ON r,Qc FL DOR PLAN '` 9 _� F5.0 ^ �l � r9,9=4� (99=4) ' (97=0� � o ^ � ` � �00'_4) .-g' r-10�, 0 g„ �y, ' p y .. RE/Nf Thl a�au n�nu�na R-f-�1 �` =4 �EIN� o0 4 fz�a i=u � � Q � y s� ro � � rP� � '` ,. . �' � � P �£LEY,97ION TOP OF f0071NG NO7£'D THU.� (ELEYI 7 ao � ��j �, ` ' ' E7 �ELEY.4TION TOP OF CDNCRfTE STEMWQLL = 10U=0 UNLESS NOTED£ � h o � F� �1 �oo'o °� ^ �� w c� c� 1 �; � c� � C� P`� , ra . D �£v—� a�nw� s�► "� � A A A A � F4,p �}-- + BL = XXX-X D£NOT£S Tt?P OF 6 BR/CK L£D6E ELEYATI(1N. l�f�0.5 �' �'' C' „ o �� � ^, � ��.., g�' F�d �99-¢� � +� SE£S?�//fE"T S1.OD Ff1R CDLUMN AND FDOIING SCHEQUCES. , ;� P R � c�d, � : F,�O F.3.0 � � �, °� �,,.) G P 7, � F„�0 F,�(J � (99-4J = � � TOP OFfLt10R SLAB fLEt��lAON= 140=0 UNtESS NOTED.•$�='Y CHECKfD. I�,I�i, TP$ w fz�(9�=0) ��� -� � (9�'01 r9�=o� � .� (sr o> (sr o) , � ; �. :. . �, Q� 1-�� � PHRS/NG L/N£,• � Pr'�F�Y.r �4 1p'�,� � � �, sy Q � �,,,�,�� Q � � �,� ;,� . : X /ND/CATES D/AGONAL BRACE 0 1 BU/LD/NG/S TO f!E CONSIRIlCTED/N T� � �' ^'� �, � z ^ � SiY DENOTES CDNCRE�E'SHEAR lY�4LL. .51""E SCHEOlIL£ON SHEET Sf.00. � D/STINCT PHASE,� DASH£D UN£/NO/CA �& \ e Q � 2-n '''` ' REVfSIONS G�7NSlRllC710N PHAS/NG L/N£. PRO�IDE � A '�'- ° P � 9 � F4.0 -� f6 GYPSUM BOARD SHEAIH�NG CL05URE ,,0 �'p� � �0 F4� _ E6 lO�RLL F/1LL HE/GHT AT PH,9S�NG L/NE. � , l � � , k , � a i f24(9r of � � 1' � � G�' � " G� , � �>>. 99� ¢ '� -� � � J=B" '-6` I � C4 `�'• � S14 � ` R � ��w • � � O� ,�� 4 n �1 ' E4 VAIL A�OUNTAIIV SCHOOL + ~ ', �^,Y Y��I, Colorado Y S15 � B t"3 MNN L�VEL FOUNDATION i dc ROOR PtAW 7" T'° 7" f2=2 1/2" 1>=3 3/4" 2'-11 .3/4" �' S" 11—�r �/�7p !/—4� 1�—Vp 11�'�� LV�6A 1✓"l/� 1L`�� /✓��y —� DATE l�AY 9, 20 3 � r=>� r 2�=r »=5� .�=2° �g=�• 4s=¢A ,�-4° �,��»� -- 3T'-2" .�3=0" 20'4" 3,3'-2 5/8" l2'-9 3/8' .�'-2" 1=0' AREA C �� =8' S8 S9 S10 S11 S12 S16 S17 S19 �� A S�■�� � � K�►' PLAN �va �ss8� � N1 N�2 _ �4 B=1" N? S�:.yt� �1'=8'° �ye2;?. KLIPP CQLUSSY JENKS DL3BOt5 ARCHIT£CTS, P C �¢'��, Membar Amencan lnstrtute of Archdeds �� ANQ pPER�AN�T ,¢~BN 'Y¢ Wnter 5q�are, 1 512 Lanmer Siraei y�� SHOR/NG p,��� L/N£Of PERMANENT SHOR/NG DES/GNEO AND Bndge tevet,Denver,Colprodo 80202 Br CE'NE�Qq� CON �E�4fl9V,� PROt9DED BY�ENERAL CDNTRACTOR. SHORING " r ACTOR . �¢0!r {�RK�NG �`�'1' IlES/GN PER SO/LS ENCINEER REQU/REMENT,S' ph 303-893-1990 fax 303-843-2204 �8? c�P���% yZ��A lNCL1JIJE 20Q PSF UN�FORM LATERAL o ►� � ��1 68k UL n,yq J�-CqP�C��� S CH�4RGE FROM BOlILDER RETAIN/NG {f'r�Ll �. 96=p �� UR � {f'/IN£ARTN FLU/D PRESSURE. l�8 `` � ° � RE s , `�► • �` � 1�EQ.Sp�9CES �`� ��`�"D T�•('',5,�' b• � _ - `o� ' ¢' � _ , r ¢s rs����y�o,�3 V ? w .""�. , /�",:- � , r7 1J�Q�'� ��Q � � '"*� - _ � _`""'--_____ i ��, ' 9s=p ` �� 4 F: � 4l^(� f �• ^�F3`_ �`yS��A''���AS:��a. 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' '` � IN{ER�1 DE�1 DEVEl()PI� NOV�M�R 18, 2002 I� DESI�I DEVELOPi�ENT FfBUARY 14, 2003 ~ � �'"' � ---__�___� p ���¢ � ~�`' - -- TYP/CAL fL�OR SLAB ON GR,9D£ PERMIT lt�EW I�ARCfI t7� 2003 ,0 97=pJ �Z � F5 p r � �� N 4°CONCRETE SLAB ON 4"GRA�EL LAYFR ON ��� ��� �Y 9� �� � � P 99- "a' II �; UND/STURBED, N�47URAL f�ADE OR COMPACIfO �5 .oj ; L '�� FG.O II ,� STR!lCTURAL f1'LG REINfORCE SL.�B !flTH ?, � 99-�� � �'� fIBERMESh! P�4QY/DE SAWCUT OR FORMED `' \ ,�-5O II �' ,� CDNIROL d0/N73'�15'-D 0.� ,!lAX. EACH �'� f`S.� 1 �y. � ��p �� � "; �s�rr. s��rRCNt �w��ucsfu� r%�Paa � � � �99=p� 2�,� _ �¢J �99=qJ , � � � BARR/ER/F R£QU�RED. ,i � , �� � � � 6RAWN �W , ' � a�i' ry \ 3`�x'S''4 x 1= p I � •: �h 0 DEEP � �-- � ��y� CHECKED �,I�1, '(p$ 1 1 '� � ,;� %��?"£ACy�yq y � I GYh1 D/N1NG FOUN��4 T/ON c� FL��R PL �y I c' - __ � � II � _ ,� . �uw NcxtTH a=1-0 II x EI£I�al10N TOP OFf0071N6 NOTED IHUS.• (ELEVf REVISIONS c�,� �) *E1EY,4710N TOP OF CIJNCREIE'SIF�lWA,CL = f00'-0 UNLESS NO7'ED EIEV—� `�j � 9 �I I2= �2 x BL = XXX=X DENOTES TOP OF 6"BRICIC LEDGE ELEi�ATION. 2=4� � � SEE SHEET SX fOR COLUMN AND f0071NG SLJ�IEDlJL£S + 0 8� 8 II * TOP OF FLDOR SLAB£LEl/ATION= 100'-0 UNLESS NOTED.•{a-'�-X �r� � F6.a r� +� � /ND/CAT£S DlAGONAL BRACE � �Yl � � �� (99'-4� �� '� 1 (�� ' E NS/ON JO/NT � Q� � ' i � .4B t�£ \ � !i , VAlL MOUNTAIN SCNQOL ^� � Vail, Color�do �, �5 � �� ^ , � � � (97,01 c� F?4 g��.o � ;� � N � � � '+ ^� n�c �°�ti � f-�¢ 9>,� �41N LEVfL FOUNDAt10N =' .- -b ---..,.. � dc FLOOR PtAN � '��y`�' G� ; \ 9�� T' ' �` M 1�1/?" 2`� � � �sY,y �y�� ,� �c '� 99=4 „p1 R�i�� �i zs_8�/2A 8 1z,�¢; , p 2-r` + -' �, s rrn. ��� � � 30 �, ) DATE MAY 9, 20a3 s sz �o � -� �� o � � >s-9%2° �.�=4~ , 1D �2-^ � P AREA C ~ ?.� '� .J � ~ "��... -- >4"p° IB-gy 1'.3-¢� � � " � S1 16� yr�?� ~, 10" �O p o0 _ ',3° 1.3'-g� , � � S2 �'6=3" �,��¢- h`� AREA B AREA A 12�=8" 71'?�' S`9� s,2„ S,3 11=p°� C� . , � � � 2.2 -> >o-,�3�4 a�-» r/¢ �„ S� 14=1p l/�'° 7' 2=9 1/2° fODT/NC5 UNDER DY£RS/ZED P/ERS `� � ARE TO BE R£/NFORCED W/ KEY PLAN ,�5� 12"£ACH WQY, B�TTOM. 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SPIJCE ` ``� `v �, E7 �,� � �fl QF�GN DEYEI.OPMENi NOVfkIBER 18 2042 6 v- 17 " ^� •1 i DEL'K SHALL BE/NSTALLED CON11N/IQUSL Y Ot�£R ' � — -- — -- --- W�4x22 SL .� � L,.._.__ ; fY14x12 SL ^s � � �SIGN DE�OPI�EM' FEBUARY i4, 2003 -- , I c�y ^ � � � A � o � ,� ,o � c�, o � ,3 DR MORE SPANS KI�ERE GEOtfE7RY PER,N/T.S � --� k � j-► � � , . � � k ,. � I o s � ^ I.. USE RC/1USAC D£CK TYPE,3NA DY£R PE�ICf REYIEW �lARCH 17, 2D03 � ( o o �v � �, �v .? 2-0 � N "► ,► N i � � � � � ; � � � � � � � � � S � � � i °� '� A!/OITIIR/UM k STAGE. CQt+�TRUCTION DOCUI�ENT Ir1AY 9, 2003 � � � T=9 1f4' 6'-0 l/4" 6'0 1/�` 6=0 1/4" ¢'_2� 4'_2• 6=0 �/4" 6=01/4" 6' 0 1/4' 7=9 /4 ^ � lf'14x22 SL � I E6.5 � � �►, 6,�� , N W14x22�SLJ a:;r,�.,��,, �� �o ,3f)=p' ' ° ,30=0" �124'-1 � co '�,� _ � `,,,� := SHf1DING/ND/CAI�`S Od/,�'RFRAMEO AREAS. � w�rY.�a si � t��y�ta s� � .e ,. 1 � — — — — — -� "`� ?�`�* �t�FRfRAM/NG SHALL Bf CDNSJRUCIFU �, p' ' ; �` �Y/3"x 20 GA. PAINTED TYPE N ROIIF DECK '` W14X22 SL `° 4l�R 4"x 20 Ga � f6"SIFEL S171D CR/PPLE E6 �p�p� N ¢p'_p" � � ^ � � 10;� �^ 6, �, -- - � q E6 WQLLS� �6°BU/LT OfF OF STEfL ROOF DRAWN: SEW � � N h h � � � � �v N�14x22 5 � � '� � � � �f26'4¢J — ` '� DECl�'BELOW. , , � j3s-a 8 s•�2 � � ' � Ro I �, � � ;� "� �o W12x14 � CHECKED TPS 1W1i � � ' � � 126-3 8 � Kry6x31 SL �6'�� {Y/6x.�SL `O �` H%6x2S f♦ f25=45a � E5 ,�6xf � 125-�3'2 , � � , 2 � �' � '� , '.� � � -�2 , � - �,j�� � ��R ; !2s-,�sJ �, � �2.s'»8� ��i2s-5� �} h �i2s'o a� � N � �. � � � " ' ,�, � s�s y ;� � �.�� s� � � 2 �. �. �. �I � � � UPPE� RODF FI�A111iJ/NG' PLAN ��sioNS. � � � � ��� � ^ 1,31=1 e ^ 1 � � � "� .j �+o �c � ��'t �' � , '7 �t'/ /� � ``ry� N � � N �V � h i� �,r , � � C I �•�, 1 � �1`X�� � ��� � � �.3.9-�'8 i �C� �V�C � r / �1`�6 8JN � � � r � r � a I � p PLFW NOR1H 8=�-0 o , J ^ �•�p,` / K72x14� � �o � T'-,3 � 6-6 � 6-6 5-D .,, 128-6�8 ,! �� ti ;'---- ,r � `' �'� �;, ``? 1��x22[SLj� s�.�i �� w��zz I��J, (� `� � �� � TOP OF STEEL £LE�Q110N NO1FU IHU.£ [EZEY./' lli� INY6x16 -' . . �Y16x26 � R/OGE W21x44 d -._ - �c, x , � � , � #jSI,�DENOTES SLOPED BEAM � - ��1�/8,�3lI:, ;=4�` '1,��-�}, = 131--02 � � f,31-O�t � j1,3�=1 a� 1,31=0�J j131=1 eJ �,: .``. ,�-�,� ;� ���;;'. �1��� � �� � � ,,��� l � N� � �129=5 8 � J s t►-DESY�iUATfS Fl1LL PEN£TRAAON MOMENT CDNN£C110N � `�; - =�--�-�--3 :=--� �1.31'-i eJ � P12x15 I a a OR BENT BEAM BEND lOCATI4N o� W12x14 + W2fx50 119-4 BJ , 7 j129-5 e � � P �,�J j>29-5 aJ 4=5" 4=5" �'-2" 5=3" 6=0' I � N +►//NDICAl'£S CDLUMrV ABOY£ TH/S LE12�L ONL Y : Ort//T ROOF DECK 1 , AT LOI�'R ROOF ^� � � >29=5 a �a ��Zx,35 � � �X'�`� `� f ��/NOlC,41FS CDLU,NN BELOW TH/S LEt�FL ONL Y � , .1 : 926=-6 ��S/M � [>26'-6,� � �c � .� � � i � �, c�`' •�.�` t B INDICAIFS D/f(GDNAL BRACE' / � JN IH/S AREA � � �° � � � '� J `� '� � � `° �' � � `° � � �° � � -° � UAII. OUNTAIN SCHOOL � , c�, � � c, � c� c; �, � c� � � �24X1D4 � � � `� , � � � oo � � /NDICAIFS STANDARD 04!/Bl£ANGLE fKAMED � ,, w �' �. `� '� m �' �20=8 � � "� `° � �' �' �, � " Vail, Colorado �• � � � v, ,�1 � � �, � a � � � � � � � � � � � 1 G/RDER-TO-G'OL(lMN OR G/RDfR-TO-GIRDER G'DNNECT/ON. 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PROhDE BUILD/NG — I � � � PROYIDE 2;�'5' TO EXTEND _ � �s 3 EMBED £ACH S/DE PAPER RT L/NTE'L BEAR/NG' �' � � I I 2=0 M/N/MUM BEYOND EDGE BEAM TO VAIL MOUNTAIN SCHOQL FOR/SOLA7IUN. � I I I PR DEE,f7JLL HE/GH�Y£R CAL \ �s '� £MB� 12" TO EDGE � 62 �t AT CDNIRACTOR/�"ABR/CATQRS OPl74N, V�ii� COIOradO �� �I--— —�— — —�-- 4"CLEAR BAR(S�lN GRDUTFD CELL I TYP/CAL AT EACH BEAM Of£MBED� � �, 0 ANGLES CAN BE 6Y£ZDED TO BERi(/S , , . I � o /NS7�'AD OF BOL T£D. PROt9�E HgZD � :� Y,,. � , Y _�_ 01R AS NOTED/N SEC714NS , E�6fBE0� /N GROUT£D �_ � 2;�5x,�� � ; ' ;` = � _ � ��_—_— CELLS UPSET�' /N BOND � Of SIRENGIN EQU,4L TCI OR GREA7£R , . �. , � � � `" �'. `4;'F,°�., —(—' —' � � BPd UNL£SS NOTED BEAM AND SET/NSIDE fACE BP8 UNLESS NOT�D � TH,4N TNAT PRDYlDfO BYBOLT� ;4,,, . ��ti Y ; � .;� 12" TO EDGE SHELL � � UEf�11S: � ` � TYPICAL � � ;�: r �z' .'�� .�.._l� _.._ �.I____ � ..�. _J�____ ..�I ____ .._ ___... _._1 ____ ^. V r, � ` �'; �. � OFEMBED� � ' ft/1LY GROUT MASONRY o v DOlYIV TO FOUNDATION � �� I SLOP/NG R44F BEAM STOP AtL HORIZONTAL RE/NFORC/NG SASH B10CK {�i'TH Typ/�q� {y�/�E BONp B£AMS OY£RLAP AT�1FFERENT �T CONIROL Ja/NTS UNL£SS AIOTFD. PREdlOLDED CDNTOL �/yTS• 0{gRGgP BUND BEAM REINFD�PCEMENT'FR4M "�� ` 1° ' WQLL BQOW fOR RE/NFQ�4C/NG AT�Q'I/Sl6EAR/NG JO/NT/NSERT pNE RE/NFG�RCED c& GROUTfD C£�CL TO TH£NEXT M/N/MUM 1'-4 {119'DTf! TYP/CAL BfAM �fB � I DATE MAY 9, ZOO� . TO BE CDN7INUOUS �°� DJRECTL Y BENEATH SPL/Cf AS/N >4%S,�1 l I COLUMN, SEE PLAN,• ADJ�ICENT R£/NFORCED � GROUTED CELL BEAd!B£AR/NG. 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JUA #9881 _�� ( „ , c�ivr. aEnrr� �� 2,6. ,3"RODF DECK, TYP _ OR L is"x 2"/�. 12 SEE ARCH DWGS FOR 12 - 5EE PLAN � � CRfGKETS TYP BI - � I� �\� �SEE 15/.�3.14 SEE 15/S.3.�4 . � \� ,` 1=10" , I 1 � �` R N72 RAfTERS � � i `� �'�,, ,3"R40F DECK ~'�SEE 16/S,�15 SEE PLAN 12 BOTTOM OF DfCK + � K r..t P P C o t,v s s Y ��v x s D u B o t s AT BEAM � = 9,30-0 a J � � � ��� � � 6 ARCHITECTS, P C ,� ROOF �QR��S SE£P1AN � � I `w __ —_ ' i i \�`� DECK �2 � � � � ��` Membar Americart Institute of Arch�tects I 1 � � ��� i � � � �`` O � Wnter Square, 1 512 larimar Streat � i i , �, � � IURN DECK TI�/S SPAN t S I �� n1 "' Bridge Level,Denver,Colorado 80202 I I f � � � � ,\ .� RDOF DECI( 3"RDOF DECK i r i i i -,� � M � B TTOM�OF OfCK SEE 15 S,3.14 I t � f 1 \ � �`.�\ �X 2� ri� � 1F! ,r + 7 / I ' ph 303-893-1990 fox 303-$43-2204 � , � � r i .. STEEL STUD CR/PPLE Y.9R/ES 6 SND/NF/LL AT BEAM � = 128-0 B SEE PLAN , i � i � � �'�, iY�}LLS�24°(NOT£ --------�A____�_.�_______. -------- YAR/ES � i ; i i i i ����� 24"SPAC/NG AT SUP 1RACK i � i a � i - i , , , � �, TH/S LOCR710NJ ; i i � i i i � ` �' .��'+�►���f ; � i i i i � SLOPEO W12 ��:�`�±i����'�`%�F . t` i ; ' � i i i O O O �t� ��'� i t r F: i ,. � E i � � � i �� 36 m. ' ' i i i i i 6"x 18 GAGE "� ,;��, i i i i � j i i � STIIDS � 16'° � ,,. , t i r � r i � ' ..,...• •���. � � � ' ' � � .3"ROOF DECK �JaNAIENG � , � , � � � � t i a � i i i � � � i i � � � � � � i 3''"RODF ' � � E � ; ; DECK 19 SECTlON 2o SE�TION � � , > > � � i I I 3 I j � I f t i � Q O O �� � COPYRlOHT 4009 I --- ----- ---- ----- ---- ---- ---- —^--- ---- ---- ---- -- YARIES 12 � S3.34 SCA�E: 3/4" — 1'-0 �3•1� SCALE: 3/4 = 1 -0 // 'fh�s document is an instrument of serv�ce,and • fj � as such,ramains the property of the Architect �/ Permission for use of th�s document�s limitad ♦ /� cn can e extan ed on y y wnt►en agreement SLOPED W16 . � SEE 15/.5,�14 3'°ROOF D£CK� w+th Kl�pp Coiussy Jenks D�Bois Arch�tects, P c SCREW IRACK TO SEE ARCH2 OWG.� 1=3" �� �'12 PURL/NS RODF DECK W/ ,3'ROOF /�// CRIPPLE W���24" — — — ��Rl� �'10 7�"KS�8 DECK ,/ (NOTE 24'.5?°QCING 1.�2'-8 a j� SECTI4N � �� ��S�a�A�oN� S3.14 SCALE: 3/4" = 1�-0 t/ARIES ______ SEE PLAM SLOPED lYI2 --------------------------------_______________________ �_______ -- ----------- � J~��A�GYI O SLOPED W12 U O ^ �g � � SEE PLAN �` � O O I ( � s S77/B CDLUMN, �� �--� . . �� 'z �s SECTION 129-1De � 6 �� SEE P�AN . ��- • . ~�� 6 O � 0 S3.i4 SGALE: �3/4" = 1'-0 � /// . . I I i r / \\� O '� � � I I i �/ 0 � 8p ,/ SEE PLAN O CONT. iB GAGE X �.— _ / O i/ALLET�' SCRE{4�"D TO � + � � � • � DEClCS W�,�'10 TFKS �8'� � r /� � • ,3 R � ; I ; TS STUB ' DECK �2 CVT UPPER DECK 127=11'�e � � COLUMN O O AT AIVGLE TD BEAR � SEE PLA/V � � � SEE P1AN ' ' � 8 ON LOW£R D£CK AT � ROOF DECK ; • � (� l�,4�LEY • � �J � ; . a'"SIIFFENER ( �� . (� -------------------------- ------------------ ----------- f�QR/ES EACH S/OE � I; � � CONT. L3x3xi6 �� BELOW CDLUMN � I , . ( I , 4"X 20 GAGE� SLOPE� fY12 � `�e'ST/ffEN£R� 16'SIFEL SIl/D 12 � � � EACH SIDE CRIPPL£W�lLLS � 16" '� 2-12 SOADECK FLUT£YCAN BERE 6 WELOED TO BENT� fs SECTION �""' I I �E p�,qNN SCREW TRACK TO CONT. L OR BENT ROIIFDECK W/ �;s X 2;�° S3.14 SCALE: 3/4" = 1'--0 t3 SECTI ON ��a r�xs �8° SEE PLAN �p Wy2 RAfTERS � S3.14 SCALE: 3/4" = 1'-0 • WORK PO/NT 14 SECTI ON � ��,����� � �f���}��� � 5 �,�¢-2 8 SEE 5/5,3.14 FOR BENT�@ S3.i4 SCALE: 3/4" = 1'-0 A7'H/P. E•t'TEND TO PEAK + � � � � � -�� . . �-� � �. � .�� ' J s .� ROOF DECK ,� � �� �` GRID �=�0" �5 SECTION � "�r r� � =c , . • • � ' � • 2=a �/2' � S3.14 SCALE: 3/4" = 3'-0 , �-�o �2 �� .� ��� �� , .3 RDOF DfCK ,� ROOF DECK ��� ; �k���-� �� ' � 6 WP '2B-2? S£E 16/S3.15 TS5x5x 4xl'-1 3°ROOF DECK W12 HlP BEAMS W� 2'�CAP&BOT. �'s , BEYOND ��R�� ----�---- �ARIES + '♦� �v�, mtcaO�oRa►tEo �'�1�l�/�11 1319 SPRtJCE&7REET � , {Y12 �s — `J`����� ��.°�i+°.°� FAX: 303.4�4.1957 ATTACH BEAM BEYUND i'i 3"RQOF�ECK 6'°x 20 GAGE STEEL TfJ F/N�'s FROM BOlf,� '�'� SNDS c� 16" c�rt5u�tn�o ENqNmzs ���� ` �� BEAAf& COLUMN � � �- .3"ROOF DECK 12 � ° y�`— � \ � CONT. BEN7'� �6 x 2 2p 3e"F/N� \\ / BEA�1 � 6 12 _ -�- -�---�- SEE PLAN ARq�NIECt`S PAOJE�,'T Nl�fk / �Z 1 � � W11 BEYOND SEE PLAN �yn ^ � �M��J -- -- �� SEE Pl,AN s 12 3�pnn�-n�rrr C�1U1�� o��� TS5x5x 4x�=1 � I ' �� � 6 _ � SEE 11/S,3.15'fDR SE£PLAN ISSUE � ( W.P. 12�'-95e EAI�E"EXTENSIONS � lN1ER�1 DE�t�EVELO�IENf N�lEtiiBER t$, 2fl02 _ � H'12 HIP BEAMS ! �T5 COLUMN • • DF5lGN DEVEI.OPt�1ENT �EBUAi�t' 142003 SEE PLAN FOR • • P�T RENE4Y tYIARCH 11, ` �� SEE PLAN� BEAM S/ZE • • �p�iSTRUCTION DOCll1�EENt IriAY 9, 2�3 � �2¢�J�e 3"RDOF DfCK g SECTiON �o SECTION �� SECTION �2 SECTION � DETAI L F/N�° fRDM BEAM 3 p S3.14 SCALE: 3/4" = 1'-0 53.14 SCAL.E: 3/4" = 1'--0 S3.14 SCALE: 3/4" = 1'-0 S3.1� SCALE: 3/4" = 1'-0 ���N � S3.14 SCALE: 3/4" = 1'-0 I e f7'N�/SAFFENER f f TS CDL!/MN, CHECKEO. k�)i�, TPS ! SEE OL4N CONT. �is"x�. 3e"FITTED SIIFfENER� EACH � i 2=6" S/DE Of BEAM l�E"B, CElV1FRE0 GR/D SEE P OYFR CDLUMN. 1S�IERE BERMS TYP/CAL BEAM WEB SPL/CE s S E C T10 N fRAME T06ETHER AT COLUMN SEE PLAN FRA;!/ED CDNNECT/ON W/TH 2 SETS R UNE, fRAME TO F/TIED SIIFf£NER • • {yITH THE NUMBER OF BOL 15 BOL�ER�110N 9/S7.A0 i� S3.14 SCALE: 3�4M = 1�—0 �6 2_�2 � � SHOt�9V/N 9/51.00 3 fOR jELEY.J G'DNT. �is X�^�. � �s � SEE PLAN �s �J2 BEAM 3"ROOF S££PLAN GR/Q DECK �, YAR/ES . � � � . �� � � ,- � � � H/GH POINT(HP� � � � � �� `. 4 1 1 1 ELE{�AAON, SEE PLAN e�vr� ro - ' � SE£PLAN UAlL MDUNTAiN SCHOOL } I `i�'DE fLANGE BEAM.� R�DGE BEAM 16 ?12 SEE PLAN SEE PLAN FOR S/ZE FOR BEAM � � Vpil, CO Ofp 0 CAP� TO t I SLCJP/NG ROOf BEAMS � � G�?LUMN � ` AND £LEI��IIDN CONT. �'�s°x.^. � } � � �s � � �� 3'"SI�EL RlIOF DECK TS OR {99�CDLUMN {f97N 2 CAP�? � SEE PLAN TYP/CAL H/P BEAM C � , � � PUNCH CAP� WITH 4 HOLES AIUD BEAM i i AT M/AR BEA,d�S 12 SEE PLAN , � � � � ( � {49'�2 HOLE.� STAGGERED, FOR � � � � � DO N4T SLOPE, TYP � (� . . �� �E 2' �B�G DfTAILS: 2- ¢B BOL T.� KHERE COLUMNS + PLAN I • • � ro Rov I �, , ; '� � � STACK, PROUIDE 4 BOLT eUNNECTION i ; ; � P�N `� D E� ,-' 3 &R O D T O f �; ' �� I RDOF '� - 2-12 � ' ' I ( F R O M B.4 S E�P T O B E A M. i ► ',,_ ,-,' �s B E A M � �; . • �I I con�r s�-� I/AR/£S � �; , • ;l I D A T E M A Y 9, 2 0 0 3 _ � � • I 1 Rovs � �; . ; ;I I _ ' eE�,� ra co�uMN I I � �� � �I I �z,aNC£c�vN£cnan� - AS/N 4/S.3.2 ( � � �^p�UMN, SEE PLAN,• SEE PLAN fOR SE£PLAN �p STE"EL BE�1M S/ZE �p��GE BEA�t1 fOR BEAM j � 3e"S11FF£N£R� I I � I I z CAP lP EXCEPT TYP. AS NOIFD 15 CDLUMN, £ACH SlDE SEE PLAN& TYP/CA1 CONT/NlIOUS BEAM TQ TS COLUMN CONNECTION & TYP/CAL t�l�EB SPL/CE �'A r scHEnu�£ �a�� � � SECTI�N 2 SECTION 3 SECTION 4 SECTION � SECTION s SECTION 53.14 SCALE: 3/4" = 1'-0 S3.14 SCALE: 3/4" = 1'-4 S���4 SCALE: 3 f 4" = 1'-0 S�•1� SCALE: 3/4" = 1'-0 S3.14 SCALE: 3/4" = 1'-0 S3•1� SCALE: 3 f 4 = 1 --0 JVa �9�81 o�ea�•�w�rrmn�rr��i�i..r�� t � GR/D >7 _ 1=10" �6 3"RDOF DECK � S2.3 CONT. BENT/P - 3"R�OF DEClf � _ 32 ( 3"RO�F OECK 8 5 8' 6� �6 GA x�,3i ----- ---- � ��, "`--3"RDOfDECK j /-`6 ��2~ AITACH ANGLE TO �.. 12 1 DECK W/,�17 TEKS � l�{'ORK POINT ,3"ROOF DECK ' � 128'-62 SCREjfS'�8p �� �6 �6 KLIPP COLUSSY JENKS DUBOIS �� � ,3°ROOF DECK �29=4 ' ' ' ' — — 126=-5 — — — i�,4RlES I�iqRIES ARCHI7ECT5, A C , CDNT. DEEP LEG SL/P IRACK �YfJRK PO/NI'116=0� CDNT. BENT� �s 2�2 �R�� AT 807TOtif FLANG'E OF{Yf 12 TFKS �6r Member Amencan Inst�tute of Archrtects � l�,9R/ES BEAMS TQ ALLOW FOR l�ERT ' � is'"x��" Wnter Sc{uara, 1 51 2 Lanmer Street TYP. AT EXT. SIUD WALLS UNDER PER/MET�'R STEEL fRAMJNG.• DEFLEC110N/N SIR(ICTURE • i I 2? 12 O ONT. L5x3x¢ Bridge level,Denver,Calorodo 80202 INSTALL ,�isx4`xG'ONT TO UNOERSIDE OF WF BEAM FOR ABDY£AS NOTFD. ATI'ACH • � , fy12 BEYOND ¢�- �«� AITACHM£NT OF S7UD WALL DEFLECl10N TRACK Wt/ERE TO 6YF W/D.f45"�ORl!£P/NS . � ' >26=5 ph 303-893-199Q fox 303-893-2204 1NE BEAM FLANGE IS LESS It�QN 5". ATTACH� T4 K�" O SP. � 16"D.C., IYPIL'AL �B � ; �ALLE'Y BEAM SLOPES tS9TH is'fILLET WELD 2°LONG SPACED AT 12'"ALONG BOTH EDGES/N CDNTACT OF�' TO Wf. ,� SHRLL EXIF'ND ' tY>8 SLOPED W18 � f W16 SKEIy£D : i l�ITfi�/N,3'°OF THE ENOS OF THE BEAM. I ��#LLEY BEAM � i t�QLL£Y BfAM � 7�COLU�tfN ' � � � w�8 � �����i 61/2" � ��`��Q�����'v'�F W24 � � ...... +S ' Gi_,,�c�' � �:� �" %rlcQ;t9 �s SECTION » SECTION 1� SECTIQN �g SECTION 20 SECTION �4 # a��`�� �= .. S3.15 SCALE: 3/4" = i'-4 S3.15 SCALE: 3/4" = 1'—� S3.95 SCALE: 3/4" = 9'-0 S3.�5 SCALE: 3/4" = 1'-0 S3.15 SCA�E: 3/4" = 1'—� s"STEEL STIID WRIL Y�,��..,....N���► O . vu��.� 2_�y ✓"ROOF DECI( •��•� F/T T!/8E T/GHT TO WI�ERE BEAM FILLET lS ��p� 2� S E C TI ON BEAM W£B AND . � COPYRIGIiT 2Q03 /2� FLANGE Wf�ERE BEAM SH/M. WFLO 7UBE TO >28'D e � S3•�� SC AI�E: 3/4y� = 1�-� F/LLET ALLOHS SH/M&BEAM FLANGE Z�6A Th�s document is an instrumen4 of serv�ce,aRa p as such,remains the property of the Architeci 5 N'IDE SH/M�° � � Perm�ss�on for use of ih�s document is lim�ted THICKNESS TO �� 2 6 and con bo axtended anly by wr�Hen agreement MATCH BEAM � FULL � , � wiTh Klipp Col�ssy Jenks o„eo�s.a,r�n�te�ts, P c fLANGE ,3"ROOF OECK T5,3x3 LENGTH �X3 SE£11/S.�15 � 12�, ¢e S22 FIJLL �/u � ',�+ — — -- 16 L£NGIN �s LENGIH 127=4 e 1� fJNT. ,3"�' 6� �� 2 3�4A �` 2x FRAMfNG AS REQD TO 7�/C/fN£SS �,4R/ES SUPPORT SOFF/T. ATTACH K71�/B£AM S/ZE � TO IUBE W/DRI�E"PINS � � I �6 3°ROOF DECK e ` � �\ �SE£ARCH ,3"R44F DECK--� „ _ 3 fU/f.yfftA/H/NG 12 i I �i '� I {S7Jf(K f'U/N/ SEE I , i SEE PLAN • • • .�"RDOF DECX s ��2� ----— — — 126=0 e � 2=6' PLAN� 12 � -'"`� ' %� > � • 124'--9�e ?I �6 �s .�. t����''� -'� O KP 125'•-.�8 �i ' • i ' '' --L,3x,3x 1s HQN6ER .� y�� .��'� .� '� i�QR/ES --,�..._ AT GRID • f ; ' . � - „ - . . . � �, • - 3 � ' i �� . � >14=15� r,,.-���,,,.%���.�'.� IS3x3, . � , � 'ff ' � 3 SEE ll/S.3.15 . �� � r s i� I! 12.�-58 � � f � �` L.3�?.x,32x 4 DECK I ; I � • • • � t�ARIES � i f 1?�=1 e A �, � SUPPORT�f2rLDED TO I ;� L3ir32x 4 ON , �2yc'_p# . � � _ SE£PLAN OPP. S/DE OF COL. OPPO,S/TE S/DE ,. � �i • � AS REQD FOR � M �� �i � -� � BRG� MATCH BEAM DEG'K SUPPORT �. SKEl�'4 �f'17 � f � fzANGE�'7DTH& 1N/CKNESS I I I 16 2-8 ° I� i • � 4-¢"�BOL TS TS CDL!/MN, SEE f I W12 BEYUND � � ' ' • SH/�� � PLAN&SG'H£DULE � E • i� � -- f ! � 75,3x3x 4 x .3=6 SE£ �6/.5315 FOR TYPICAL SLIP I � s � ` � TRACK AND CONNEC710N I'0 {3�` � � W2����' I � E � �'�r�.3X..�X 76 TYP/CAL EAY££XTENS/ON TS COLUMN �� SECTION 1z SECTION �3 SECTIfJN �� SECTION �5 SECTI4N 53.15 SCALE: 3/4" = 1'—D ��1� SCALE: 3/4" = 1'-0 S3.15 SCALE: 3/4" = 1'-0 53.15 SCALE: 3/4" = 1'-0 S3.15 SCALE: 3/4" = 1'-0 � S25 B 2_�B ,�'12 TEKS SCREf�' �6" 2�.p 6-6 1/� ,�'12 IFKS SCREWS �8' i r ' ,► 1=-1lI" �,��� W16 3'"DECK 2"OECK � ��, • ,�.1 f�,�� � S25 SEE 16/S3.l5 CVT DECK � � �l r��y 2�p� 6'6 1/4'" — -- �.4R/ES � AROUND BEAM -- -- � --- t�QRIES ,�,�,, v � -` ,3"ROOF DECK l2 • • ; TS1x1x 8 CONT. "� � ' �' f,31'-2SB f.31=-Z�a �� . , � ...�� � r 3"RODF DECK 2�_ 3°RODF DECK Z� � � fYORK PO/NT ,� :;'�%"'.�� � 3"ROOf OECK , �' ,� 3"ROOF DECK >>i��`����; �Q ` �' 9 4 BE�� H' T a� �T B£NT 129=82 ,� C>0 y , � •� 12 ��� 129-B2 �` ^��' � 5 tl ��s X 4 r�,�,�- 6 STGID r�..1- t�,4R/ES _ — . . . . , � ,�12 TEKS SCREWS�6° �6',� + Ua��"' P!/ODLE K�UIS�8" '"" SEE 4/S3.15 CLOSURE WALI �- SEE 4/53.15 128-6 a �6 i . 2"DECK u, v� SLOPED {'Yt4 � � � ' � 3 �` i � CD/VT BENT�'is x.,�" 129 2¢ 129-2�t , . i�ARIES — ——i —— I� ' � . � i t^ 129=4 � . � i �`�8�4 x C4NT. '� � , • 128-6 8 'N� ��� �29_4 , 7R/M BEAM AS REfJD i TR/M BEAM AS REQD � i . �i • W 2'A x 4"HAS ( ,�'�I l�� � eou�.R a�r,wo ewoz � . � . �24'O.C. + , �,�1��%�11 ,s�a sra�s�r II ' „ \�\.���'� � �oat�,,taa� (I �2 ,f'`��x� '',x FNC: sD3..s14.tst57 'WI�U1.7�IG E1�iGIN�RRS �-+noA tr�toolw3��+ 8'H/6H BON� BEAM ;��, maiecr�.�m W/2�5 CONT ���' v is 2-12 II CUT CDURSE B£LOW � � �`;,� �2"B�OCK N�QL1 .%�...� BOND BEAM AS REQD � �, ,�j, N�'S PROJE�!'MNN3E'!� �x��%y 2�41 .028 ,� ,��;���,� , . , lSSUE• ' iH[fl�i OF�N�VEE.OPI�ENf NDVEtitBfR 18, 2002 s SECTfON 7 SECTION $ SECTfON s SECTION �o SECTION �s►� ����r �r �4. 2� '_ PER�iCf ttEVIEW �lARCH 11, 20Q3 S3.15 SCALE: 3/4" = 1'-0 S3.15 SCALE: 3/4" = i'-0 S3•15 SCALE: 3/4" = 1'—D S3•15 SCALE: 3/4" = 1'-0 53.15 SCALE: 3/4" = 1'-0 co�s�uc�r ooc�� r��r s, �ou� S25 S�5 6=B 1/4" �'_p" 6—61�4" '��12 ,�'�o' ��w�. se� � 1,31'-2'�8 y2 131'-2 e ,�"RpOF DECK 12 16 3°ROOF DECK 2� CHECKED. IJ,1�1, jp$ �[�T" C10 1�9'82 �� 129'-B2 •� WORK PO/NT REVI510NS S£E 4/5,�15 -• L'UNT L�3x3xis � � � r is � 129=234 DOl/8LE CL/P 129=23�t '� ' ' � S22 ''2`� ' � TR/�N BEAM RS REQD ���E CONNECII�/V � 1; ' JI SLOT lUBE AT B£AM WFB ,3 R4DF DECK S£E 15/S,3.14 ,3-�' ' � L,�x,�x¢ � � I � �2 � � TS4x4 BRACE �6 SEE 10 53.14 �3'"RQOF OECK CDNT. 1B GAGE� 12S=5 �p l I � 12 S!M TO 15/S3.14 ' 12 �3'"ROOF D£CK {ypRK POINT 2�— S£E PLAN& i � � l VAIL MOUNTAIN SCNOOL IURN OECX 0/RECTION 3"R04F DECK 4� COLUMN SCHEDULE VOii, COIOrQdO ,, �6 TH/S LOCAAON � l2 � — --- -- — `� ��- 126-5 '�. , 1.�3'-1 �`�� _ • i , • 132=4 e — -- �,\\\ .,_._. .— —— • i i • is � ����,, DETAILS: '�� 12&=D8 � ' � � � � �� � R0� � • ��� � � � � I � �\ � � � i r � • �. �ff � � yry2 � � � �'�,� L3x3x�� A 114=8 ; ;` �'irTx1'-D EACH SIDE . . ►n - . . . ° , ' `., - ' �, � ` �� DATE MAY 9, 2003 - FiN,� coNaECno�v �' > > � �z�-o� ' �8 WOR!(PO/NT \ • � � DOUBLE Cl/P DECK SHALL EXTEND � i 3 j ANGLE CDNNECTION fULL LENGTH OF RAFTERS ' � �s 2--8 . � i W24 � � �� 53�1� � SECTI ON � SECTI ON � SECTI ON 4 SE�Tf 4N 5 SECTI ON S3.i5 SCALE: 3/4" = 1'-0 S3.15 SCALE: 3/4" = 1'—� $3•1� SCALE: 3/4" = 1'-0 S�•1� SCALE: 3/4" = 1'—� S�•1� SCALE: 3/4" = 1'—D JVA �9881 L'�s G�YO trD/YN W/4-4"�BOLTS � i � �,2p 7��x � �~1 �! x t' r 5B'� 8 1,39=1 e 6'-3�/2" ��T" ' N"1 1�,3 3b RODF DECK 1"xl"x16 GA. • �-7��2` �-7��2� 3� SQ. T!/BE CDNT. IYP 3 D£Cll e D 8 � � � STAGGERED ✓O/ST � __ ___,�_ "S_23� » � / A (��¢ ,�„�E� 4 � KLIPP COLUSSY JENKS DU$dt5 BRG. —.^� 12 � 3 DECK ___� � �p ARGNITEGTS, P C. �_ , ���� � � �- ��� � 16K JO/ST t�a r z QECk • • '2 � b, q Member Amencan tnstrtute of Arch�tecFs C8 • • �6 � a �''�a EACH � � Wr�ter Square, 1 512 Larimer Sireet , ,� �s 2�2 � �i � S/DE OF T5.3x.3 irr �� 8 �24 � 112-5¢ Bridge ievet,Denver,co�o.b��so�o2 �4X4 X �/�T a I ` 24 LH✓D/St ph 303-893-7990 fox 3�3-893-2204 P fi i i t ii ,� r � r , �aR/ES � � � � � � � a'°WEB ST/FFENER '�' (n1s�FS) � � � � � .�;;. � �p�oRE��s � ,,,..,, �, �, .� �. ,��,.��'s�r�V�•. � � ; `�� � � ( I 38°� Eaey � t� � , i �p � � S/DE OF T5'3x3 , �,� G" o=O � � i �.'2 CAP Wf 1 � � x m: f6 � � �-4°�aa��s �,�4 I ' � rs.�X,�HA�vc�$ ( � � 3s �: , , �2 I � �2 17 SECTION �s SECTI4N . � :� � I � � � { � S3.16 SCALE: 3/4" = 1'-0 S3.16 SCALE: 3/4" = 1'-0 .,�'��"'"""�G���`� �s SECTI O �3B I , 1 � , I � �vr���. TS'5 M p TO K�12 is 4 I � TS3x�3 HANGERS f I TYP, TS,�x�3 6•� '� S3•16 SCALE: 3/4" = 1'—� SEE ARCH[ DH�'S ,�" ' 3'a"rxEaR � ��2 � �f2 � � � � ,s 4 ro�s r�uss ciRV� ��X �8'X 2o ca. sruo � 16"0.� CRIPPLE W�#LL FOR GU.9RD RAJL I I CATW LK DfTA/LS TS4x4xis LGF(P/G6Y-BACKED DETA/1S, W�ZD TO • IS3x,3 HANGERS& Of�ER 1I�USS ON TOP C Q P Y R I G H T 2 0 U 3 � � C10 BEAMS------''� ,�SDS � >2"�C. � 3' f31-1 a � � I Dl��10 PSF �E 2 DECK OF2 DECK) This doc�ment���„ �nstrumant of serv�ce,a�d �• as such, ramains tha property of the Arch�tect r8�6 �/2� 9-8~ i � � LL = 50 PSF f ' 2�7A ��L 1'p�EL`� '' Permiss�on for use of ih�s document�s limited SEE AReH1 DiYG.S �� rand can be exte�ded only by wntten agreement � � SEE P1AN I I � � ���/GUARD RAIL ¢� ��3� �� � ,�,,- t w�th KLpp Colvssy Jenks buBo�s Archit�cts,P c 3 BENT W24 I �1TWQLK � � is .3 �ff ,,, . � \ DL = f0 PSF � f � �" ,�'�2 TEKS SCRElfS�6" � I f3P=17,3'-,32 �-'� ; i E� � i � s '��a"�PL YWD00 I LL = 50 PSF f ( 3 A WP=120=2 -'' �'�ax5x5 � � � � i 12 � SCREW£D TO C.3 � PL YWOOD � , i .,- _--- BRSE� � ,, , , , � �.3x,�x�s x CDNT. 110-,3e .� � i , ; �� 6� �'�/M K'��¢`>2 TEKS�8" CDNT C10 � , ..--- � � f � �-' �.- C10 TO ------ ---- - - - _ --- -- - � �- ' 1-- , ., i �; � / ,�,, ' \ I Is,3x3 is 6 E 120-� __ _ IW 120-,3 �� �� - WORK PDINT t `'' _-- , � i • i i i , � ,, l�y,����� f.25-52 � C.�x4� �f 3 i/ ' � �.'0 G� �'l0 11,4-5'�4 w` :� � - � -'' � �Z � ��J ,�S'CS� �,?"�C. W12 � I �� �� �s 2 � � , c► ! _— "' - = , - --,� '� � �— � / - - - -- --- --- — - ' ,c_ � �. __—\ I,� rs � - - - -- - T.O. P1 Yl�'DOD � 4. �, - —�—� "" �\ 124'-8 , � - �`� :°<=z��; ` �/BE 1f9=612 lyP=121=82" f ,3 � 8.0. CH,4NNEL �E-121=1 z'" �' 6� � ..�-BRG. ��x6x9 BACK TO BACK�C�0's � ` ��� - is �= T USS G/RDER S£E�1/S.�15 FDR °=�`°. 12>'-� _ TS CfILUMN fAU£EXT�'NS/ONS �'��°`��,�° '° °�µ�f:.. �{ : x � � r >> SECTI ON �z SECTi CJN �3 SECT!ON �4 SECTION �5 SECTI ON --•� � 53.16 SCALE: 1/4" = 1'--� S3.16 SCALE: 3/4" = 1'-0 S3.16 SCALE: 3/4" = 1'--0 S3•1� SCALE: 3/4" = 1'-0 S3.16 SCALE: 3/4" = 1'—C SEE A�4CH� DW�£ .�E ARCHZ DdY�S: .3°ROOF DECK 3"RDOF DECK � !'-10" t ----- --------- ------- � 12 i ---- >39'O�e � 2�6y s � ,�"R44f DECK� 0 I , CONT. ANGLE AS 1�AR/ES �,38'6 B 1N 16/.�3.15 O 1'-f0" —.---- YARIES SE£16/S',3.l >�2'�5� — -- � ��R,ES 0 , � , �¢ �Y18 ---- ----- ---- � SEE 16/S�315 I I ' 13T=f0 e a � ' � W12 I , ( ' � � � �� � � � .�'R40f DECK O�t!/T � � � I 1 ������ ' '�f�����, �2 BET{�E'E'N GRIDS S20&S2f �qR/� SE£1�/S,3.15 � � I � � � _ _ -_ � � O �J �� �6 'Z6�.�8 � � 4"x 20 GAGE I 1 rs eat��rv � ,, � �z ff ,/2tl I � �YQL S�/P�LE I ( � � � � `:3� �,.�r, � � i � � . �� 2"BRG. � � I , TS COLU�fN � � � T �I�� � ��p��.ti��, 1�I2 � � � I � 13f'-0 B 125=5� I � �2 O - - ,3"RDOF�ECX 1=p" 4 i 3"RODF DECK • �� �� ( ! . YAR/ES ------ O � 1.3D=73¢ 6 12 . i . -�6 `���L�`� ���., �eo�oz � I �� �♦ ♦ FAK J03.444�1957 OOIV.SU�.`�ICs ENni HEERJr 1-matF k�foOjAH¢oom vRO`fcr ee.t�et '�a'°ST/f�"ENERS ��6 �,�,�-¢ IR/MMED W14 £ACH S/DE AT COL. '�a"ST/fFENERS V �2 ARq#IEC1'S PROJFxT MA� ., � . 20�1 .028 _ � `��� issue ENiER�I DE�H �YEL4P�M N4VE�tBER 18, 2042 -- s SECTION 7 SECT{ON s SECTION s SECTI4N �o SECTION �R ,°��°� ,�;,',4�� � S3.16 SCALE: 3/4" = 1'-0 S3.i6 SCALE: 3/4" = 1'-0 S3•1� SCALE: 3/4" = 1'--0 S3•16 SCALE: 3/4" = 1'-0 S3•16 SCALE: 3/4" = 1'-0 car�uc�r uocu�a�rr t�Y s, 2�� �' s� ,-� /� 2_�, 12 .3'"R��f OEClf /� 6� 4-4"r�BOIT //"� ORAWN� SfW 138=6'�� '�e'"N�B ST/fF£NER // �NS&FS1 � CHECKED �J�1,�p$ / 3"RpOF DECK--� WP >,�T=7 , / E1 E2 '�a'f7'N�' 12 �' w16 1,37=10 8 2=7" 2'-8' 6� /// REVISIONS. / N72 �s �2 W4RK POINT I � S£E ll/S,3.15 �2,�'-83a 4.56� SEE 4/S.3.1S FOR SLOPED �r 1.3�'70 a �, W14 I l { ,3"ROOF DECK W14 RBO!£'NOT SHOWN---'"^ '� � `_�, 7-1'"d A.325 , 1,31=1 a 1,�1=1�8 ' • I �3" BOL T5 122-8� 123'7e S PLAN 1.3>'-0 �" I �° I ( W,�6' 125=52 W��- h�QUN�fAIN SCNOOL � Vail, Colorado iYP. 9,34=6 s � � . ', . BENT W24 f,�1'D2 z CAP ,@ 2 � �i i� f2 • • I .3°R�f DECK I I , � � W12 �� • • 12 � I I � 122-D4 • • �� I � � i ' � i li 6�2 ` BRC SEAT CVT �� fYI6 � I ' ��T��: f FROM WT4x12 {-� I I � �� i SEE ll/S3.f5 � BEN7't�'24 ' �8 � � � , �,�=a5$ I�I � � DATE MAY 9, 2003 DOlIBLE CL/P ANGLE CDNNECT/ON � I - EACH SIDE OF BENT BEAM �( i I ,a is 126=6 {� I � ( � �� �I � � �� W14 W12 71E BE,4M, � S3.16 S££ 11/S316 � SECTION � SECTI�N � SECTI�N � SECTI ON � SEC TI 4N S3.16 SCALE: 3/4" = 1'-0 S3•1� SGALE: 3/4" = 1'--0 S3.16 SCALE: 3/4" = 1'-0 53.16 SCALE: 3/4" = 1'-0 �3•1� SCALE: 3/4" = 1'-0 JVA �9881 __.�_��..�_�� � GR/D E8 E10 4',� �/2' �, ,3°ROOF DECK � �� 5~ �'-3" 3'� f�2" � Y�4R/ES t=5 >/2'" ' ' £1 � � IQ� � � �I� . 5 >2 S�9 � I � � J � 1,,3�-118 . • �6 12 KLIPP COLUSSY JENKS DU$QTS 1 f � I � �O� ARCHITEC7S, P C 2�6� lo� I � ) � �2 ' ' 6� { � � e � � , 6� • ♦ Member Amerecan inshtute of Archrtects � � STEEL S1U0 CR/PPLE � � l0� Wnter Square, 1 51 2 Lanmer Street ( � � Bndge Level,Denver,Cobrado 80202 1,� WALLS � 16" I I 12 I �J y� 4 6 � ` 1 _�22-a� I // fo 6� ',36'9� ph 303-893-1990 fox 303-843-220A _ � .�°RDOFOECK �,/ } � O � . ----122_0� � � . �� � � . � � SEE PLAN I �,�o RF�i / f�H SiDf OF BEAM `( �RIICAL SLIP✓0/NT �• � � / �i�,.�•STEV•• c<` /� i 124'-D� iY�B ATTACHED S/M I i` p A�CHED TO � � �'COLUMN ���� �'m a TO 11/S,�15 � � 1 6 STUD WRLL �-� `x/� /� , � COLS EACH END f i � ; r-�,,._43s �: I � STEEL STUD CRIPPLE i i �'., ,,;��,�� CONT. BENT� �f'ALLS � 16" �'��""'" G� � ���1�VA�'� S�M TO >6fS,�J5 1� .O �s SECTION 17 SECTI ON �8 SECTI ON 19 SECTI�N 2o SE 0 COPYRIGHT 2003 �> > >� y J> > >! � s> > This documenf is an�nstrvment of serv�ce,and S3.17 5CALE: 3/4 = 1 -0 S3•1 SCALE: 3/4 = 1 --0 S3•17 SCALE: 3/4 = 1 —� S3.17 SCALE: 3/4 = 1 -0 S3.17 SGALE: 3/4 = i -0 as such, remC��ns the property of ihe ArChrted P�rmission for use of th�s document is lim�ted and can be extended only by wr�tten agreement E6.5 w�th Klipp Colussy Jsnks DuBo�s Archdects,P C 1`8" �� �y 6 1 2" B 1 1" S24 4 � �/�� O � s°/NTER/OR 0 O PARII7I'ON W,4LL E15 � , I76—7�4 � ��4�,� O 2�8 ��2~ V � i 14�8 12 12 OFULL HE/GHT 8"x 14 GA. ' - ` - '- "$ R ¢, �� 3� ------ 116=1 _ ST�"£L SII/DS �8" � -����-�r= =�� =,��:,';... 113=f1� . TH/S W�LL r�`� �`�f�j�• ' CDNT. C12, ATTACH TO � �„ — — ```�'`:' �; COL.� S/M TD 7/S,3.17 r .r .�°ITDOF DECK 6,. � � — � s � f�.4R/S VA / ' 113=,3¢ � '� i `� ,3°RDOF OECK ' 3°ROOF D£CK _ ^ - - _ , lf4'- Y.4R/ES �,�: - �� �l^ r��{ n Y�� _7 t SEE 11 5.3.15 NARIES I � Ii �¢ � 1 � ,'I� � � { �' ' � d Q Q � I � II I �� SECTION �� SECTION �� SECTION 14 SECTION �5 SECTlON -~� 53.17 SCALE: 3/4" = 1'-0 S3.11 SCALE: 3/4" = 1'-0 S3•17 SCALE: 3/4" = 1'-0 S3•17 SCALE: 3/4" = 1'-0 S3�1 SCALE: 3/4" _ �'--0 612' ��- " ��V�l , ���� ��� � o� S�E BEY�JND f ', 0� � � " � p � 6 � 2 �. ■ a� r� I , � I'S COLUMN , '� � , � � j , 52,� �� ,�� . � � . 12 , � 11&=4 e 6"STEEL STUDS 6 9 2" �' f f ��'� 116-2 , � � 6� ��1 . ��a�� ,� i � . 2=6� ' f6 ,3"R40F DEGYC �� f � CONT. CHANNEI, SEE � 3 � . � PLAN. SPL/CE CHANNELS 3"ROOF/IECK �� �YID 109-10 a AT COL.� AS SHOWN 3 ' O 1111 r. »�= »¢=a _ . _ , `'��J` !11 ,�a�� � � _ _ . k., _ � ; _. G'ONl.' l6 GA6E'POUR STOP �s 12 2-7" \r �,� e Feouu�,cz��oo eo�oz . r h , . _ _ �¢ 00l�tlL'I�(i ENqNmtS .-ma�rtoo�oAcaom' pRGEC't Ilo.4�Si -- f�l/� �6' � f09=2'� 114'- - . ����- .- . 12 -- 1 9'-4 e - " � " - `—�¢ N�HIEC}'S PROJ�.T MN�ER '3Ar cnFZ-FNcRS�q�N ' - I1`_ 1 200� .o2s '�e"STIFFENER S/DE BELDW COLUMN � ,3"ROIIF DECK > > �• iSSUE EACH S/DE AT CDL. FLOOR BEAMS BEYOND ���-¢8 � �. - , CDNT. L,�x3x�s lNf�l pE�pd pEVECp�N1' FlpVat�ft 18, 1002 f�.4R1ES �� p � UESIGN DEllft.OFI�ENT FEBUA�+f i4, 2003 � PER�11t REI+iEW �RCH 17, 2043 „ SE£11/�',�J5 I I BRG. 2 x6 x6 �» S�315 - I I 75 COLUMN 6„ CON'SiRUCTI0IV DOCUMfNT MAY 9, 2003 � � O � � s SECTlON � SECTION s SECTI�N � SECTION �o SECTC4N S3.17 SCALE: 3/4" = 1'-0 S3•17 SCALE: 3/4" = 1'-0 S3.17 SCALE: 3/4" = 1'-0 S3•17 SCALE: 3/4" = 1'—� S3•11 SCALE: 3/4" = 1'-0 a�w�� � Wr�LL & �/0/ST BR� 2x D£CK CNECKED �I,l�i, TPS 2=9' H76 SEE 3/5319 lY,4LL & TS' WP-170'-2 ,3� 4 A�3�r2� CA. STUD � REVISIOiVS. 3 L�(P/GG��BACKED LL T�S',4LL = 121=0 L,3x,�x�s CONT, � �. .- �8 S O S � 1 2°O.C. �JfiER TRUSS ON Tt?P , � r' OF 2"DECK) 12"DP. B.B 120-1 ---� y�2 2"DEG'K 119=8� � . ' , �" ;� �,,� ,. ` fY/2�'S CQNZ 119=53� �� L.3x3x>6 �' �,�� , �� 3 -- � ' » _ CONT. � ;� ' \� 5-�5 YERT(2 PER CELL) 1 t �� is ,,,,-' f � � 4 xBx 8 WALL 12 L4x3x� CONT. LL� � _< �p�/T SDLlO TO FOUNDAT/DN ,9yp r' � � W/2-2�x 8 H.A.S 2'OECK 6 ; , � P~�.S"�E� , �l�`� ,T {�-11'3—�2 `� � I p !�v a � - �✓4/ST BR� �s ANCHL�4S� 48'O.C. '' � i, t � SEE 11/S3.15 fOR � �i � i (GA-22) � � EAI�E'EXT£NS/ON • i i i i ; .-'��/ HOR/Z LEG SOUD Va i, ColorodoN SCHOOL � I • ii i4 j -'� ' ��, k� • ii ii r�r �"0 6 ��,�`:�,�k%.; , i i i ,,-'� TYP}-�s- 3 GYM TRUSS(BEYOND� . �/`�':C 'X S� s I I L�JJ � x X is � �,�'�;�� 3 {3'24 W�2 � i GYM IRUSS BE1�ND , ; S££3 S3'19 DETAILS: !r �h�; rs � � x � � w ' �` ��� 4 .3 6 LGF STUD WQ1L � i ,�3 SDS � 12 0.� R� ��\ `�,<"` __ 12"DECK O �SEE ARCH� � � �� �� ------------ �, . �`� ��. DATE �IAY 9, 2003 � �� ��,�'�z -------- , ;6 , � cs � rrP ns��2�-o p y�2 � , � ,,,�� „ i . 3 . . l2 OP. B.B � . �C , , �s 3 � , ,,;. 6Y/2�5 G'(1NT. ,�� `Y;� - ? 12 DP. B.B � . � �. • • fy/2--�5 CONT. 3 �2 TS 112 11 r �c�, \ � � '� �, ;� � , , �; �s 24LH JO/5T ;� � �� ; �` �y/'% i I �� �� � ����� �; � y , ,�� � - '',,� ;'?. ° x�> v, 'x ' >;�> �.�, �� x � ` ��%`4`,+ }:X�t > ' y��' � . �. � K �\x� / 1,2 A ��� 3.1T � SECTION 2 SECT�ON 3 SECTION 4 SECTlON � SECTION S3.17 SCALE: 3/4" = 1'—Q S3•17 SCALE: 3 f 4" = 1'--0 S3•17 SCALE: 3/4" = 1'—� S3.17 SCALE: 3/4" = 1'-0 S3•17 SCALE: 3/4" = 1'-0 JVA �9881 ...� ,...�.� a '� � L KLIPP COLUSSY JENKS DuBots ARGHITECTS, P C Member AmericanlnsiituteoiArchitects Writer Squaro, 1512 Lanmer Street Bndge Level,pen�er,Colorbdo 80202 ph 303-893-1990 fax 303-893-22�4 � ��F����. `- , ` �' 6���.����`� �, \7 e�� �s�� `� �� �: . r' •'� gi''+�.�,�•�''�'ti� . �@11A1���' copYRioHS xaoa Th�s document is nn insfrument af service,and r�s svch, remains#he properFy of the Arch�tect Perm7ss�on for use of th�s doc�menT is hmcted and can 6e extended only by written agreament with KGpp Co��ssy Jenks DuBois Architects,P C �3B'cussEr '' �'A (CIR ON COL/BM) ,r'� � \ isa � 3� �. �j0� '�e'"WEB SnfFENERS � _ �'a GUSSET �p „�• � � ,�.,� ,��• (NS&FS) 3 CIR ON 1'UBE 0�,` � IS5 BR 16 rs'� r � � '� W12 � (SLl1T END A � �� �4 � � I � TS,� �� GUSSET�) � � � ; ��� � � �,�i 3 ��� 1 � �, � \ I � / / ,s � �, �'�� „ � \�� � � //� � 3 , �` ;� � � � fYP � � \. � �6 � � �.,� �� i . _+, -- — --- �6 � � � �.` 1 I \\ � '��� � � � � � TS BRACE �. T.�4 3. �� � i � (SLOT END AT �°2 GUSSET ¢ — — E � �@ a GUSSET i � ¢ (CIR ON CQL� f w� r6 J (crn oN co��,�) T5 BRACE , , crrssErl 4 � � I (SLOT END AT ' � �►'. � ' � £XT£ND CIJL BA,S�" �z`GUSS£T \ `� ► 30� GUSSET i i • .-,. � S/f,�/LAR TO (C1R ON BM) EQ EQ �� � � � T5 GOL. T5 C01. DETA/L 6/S.�fB � � �2 TS BRACE (SLOT EN�AT �� �ECTI ON �� �E�TI ON 14 SECTI C�N /5� ��CTI gN �s S���f p� ��T� S3.18 SCALE: 3/4" = 1'-0 S3•�� SCALE: 3/4" = 1'--0 S3.18 SCALE: 3/4" = 1'-0 S�•18 SCALE: 3/4" = 1'-0 S�•lg SCALE: 3/4" = 1'—Q � + l���� �' is .�e"GUSS£T PLATE ��' ���� + ��� � �fr��1i � CENT£RED ON COLUMN . � �• 3' 1 �,�. � � � ST£EL COLUMN SE£ ( ���e TS CD1 � � ��' ,� PL4N AND SCH£DULE /j f� ,�'�8"6(JSSET � 44, , -1 s� I I /j� � ,�p.� �C7R ON T(IBE� i � C� • WfIRK PO/NT AT I / ,, a TS BRRCE,• SLOT TllBE �s �J{2 �' ��� TOP OF BASE PLATE / N* � ENOS AT GUSSET�s , 3 p Js eaL `�' '� {yp � w �l�!� p ��t��.`� AND � COLUMN i i � � 15 BRACE 124-1 B 16 �. � — — --- � o 12"f SHIMS d�6ROUT TO EAGY�SIDE � � 6 � � T.� �`�'"�'T , i ` TOP OF CDNCRETE a ��' OF GUSSET BRACE _ _ � SEE PLAN �Q � �,� WP=12,3'6 20 12 � � � 3 �..�-�ryp � � {� � � is �' is ,��' 3� �\� /�/ \� rs j � �1111tr1 ,nrx, iNOO��im SPEC/AL ANCHOR BOLTS IS3 SLOT � I � � �s �g cussEr � f I `J`JLlli REQU/R�D. SEE BASEPLATE t � I ���� � SCHEDULE ON 55.0&3 S6.0 �2 \ END�T EMBED� CTR ON COL � � \ 3 f I �T �.'� / EXTEND BASEPLATf TO END OF \ \ cussEr�1 .�p 7�' �s F� ��'�' GUSSET P�ATE WHERE GUSS£T \ \ .�a GUSSET � BRACE -- • � �3e"6USSET � I c�ut'�nNG ENqNE�as .-��r�.� WOULD Ol�FRHANG TYPICAL 6A,S£ � � ��� � �\\ 3- (CIR ON BRACE� � — � I ��� �CIR OM TUBE) I � PLA7� SE£PLAN FOR MARK& � ��" is SCHEDIILE F4R S/�E� TH/C/(NESS ! � �a 15,3 J� � � AR�'$PR�Cf M� OF IYP/CAC BAS£PLATE. � � (SLO7'fND AT 4 � I /"\ _ l""1 _i _ ��CO��I ���� 1 �''e"GUSSET GUSSET�'J TC--117=8 TYP � 3" � I �0 ����i�� �� ���' � I�N ISSUE --MATCH K9DIN � I (CTR ON CDl/BM1 �--- - ----� �� `' ` ' � � S3.18 SCA�.E: 3/4" = 1'-0 53.18 SCALE: 3/4" = 1'-0 �+ua�o�.oa�rr Nov�t ts, 2ooz Of T5 BRACE, ' p61�( pEyp,ppi�pJF FEBUARY 14, 2603 SEE ELEYATIQN,£ �'¢ �s , EP�SEE PL4NS1 � � TYP/CAL OIAGONAL BRACE TD COLUMN BASE CDNNECAON � �-------_� PER�IIT REYIEW t�itCN 17, 2003 ------_._Y____,-�%: - s SECTION � SECTION 8 SECT�ON � SECTION Ero 3_¢ ��2„ �EBM �o►�uc�, ���� �Y s, �03 S3.18 SCALE: 3 4" = 1'-0 S3•1$ SCALE: 3 4" = 1'-0 S3.t8 SCALE: 3 4" = 1'-0 53•1$ SCALE: 3 4" = 1'-0 139'1� � / � � � _ �� 138=11'�e TOS �, E10 �G�8M � � .3�D !/2" DRAWN SEW �� � 139=5�a � � � TS BRAGi;• SLOT 17IBE '� f39��8 >,�8=113e WT t0 BEAM !f�"B £NDS AT GUSSET�� TOS CNECKED ��1, �'p$ ST£EL COIUMN, SEE �a AT BRACEO BAY PLAN AND SCHEDULE I � BEAM£NDS ONL Y 1',36-»Z I I NF STEEL BEAM/IV � I h REVISIONS. I I BRACED BAY, SEE PLAN i � � y�'�.s, � �� // � �$ /� � OF BRACED BAY B�M ND � � FOR jEL£t�1 ,�,�'� � � �•/// �3r 7 8 �. CDIUMN� 5EE PLAN WORK PO/NT AT M/D-DEPTH AND I , � � iy M!D-SPAN OF BRACEIJ BAY BEAM �e°GUSSET PLATE, � / 136-112 � � �'2 CENTFRED OIV CDLUMN / � �.. /� �� � - � '`� W F B E A M l N B R A C E 1 J / � "� T 5 B R A C E � � � I BAY, SEE PLAA/ �s I //� � 3 TO EACH ���� � - -- � TS BRACE TO EACH �s S/DE OF ,� / \ � FOR tELEV,� G'1/SSET I� � � � �. ( ! 3 I \� � 16 S/DE OF G'U,�SET S�-p�,gN FOR�ELEVl /� � +� � / I I • VAII MOUNTAlN SCHOOL � � SEE PLAN / I I '� � °° �'�8'°GU.S�'ET PLATE, �� • " ��• j• °. � / � I I ��/ � I I � �ai�, �olorad0 CENIFRED ON CDL(IMN I \\ ���' � +� � I , �� �� I � �. I � ( � � �? I y`i� \�\ � �uss�r,� ro � � � I I �,�2=s �34� ; I I �ES 1i FLANGE OF BEAM is / � a"GUSSET�' CENIFR£D Of BRAC�BAY B£A�ND ( � � � \ TRUSSES, BRACED fRAMES, � '� DfTAILS I I \\\ / . \\\ ON BOTIUM FLANG'E'Of BEAaf COLUMN� I I {ff STE£L BEAM/N �/ � ^ I ( BRAC£D BAY, S££PLAN � �,3�-2Z � ( I �---�IERE EXTER/OR Sll/DS � � ,�4 ��� TS BRACE S7F£L COLUMN, SEE �3�'-6a � � \ ARE ATTACH£D TD BRACE, � � '�'• TO£ACH S/DE PLAN AND S�f/£DULE I I FIN�° TO BfAM {s�B DATE MAY 9, Z003 I I! � fAS1FN TRAGW TO BRACE ���� � ���� �s OF GUSSET I I 3 AT BRACEp BAY � I 1 75'BRACE,• SLOT TlIBE � W/,�12 SCRE{fS�8 OR � �6 _ I I £NOS AT G'USSET�� 0.145"�DR/Y£P/NS �5" � � I I BEAM ENDS ONl Y � t� TS BRACE,• SLOr T1lBE �'24 �4 f - TYPICAL DIAGDNR BRACE TO COLUMN-BEAM CONNECTION £NDS AT GU,SSET�'s TYP/CAL 0/AGON/JL �RACE TQ�YI�UMN-BEAM CONNECI1�iV � SECTIUN 2 SECTI01� � SECTION 4 SECTION � SECTION 3.18 53.18 SCALE: 3/4" = 1'-0 ��.1� SCALE: 3/4" = 1'-�0 �•18 SCALE: 3/4" = 1'-0 53•18 SCALE: 3/4" = 1'-4 S3•1� SCALE: 3/4" = 1'-0 ,NA �9861 _ _ _ _ ; I 1 \ � I � � IRUSS G�RDER ' ,�''12 TEKS SCREWS i3�► CONT. LBx4xr¢ IRUSS G/RDER �6 O.C. � BENT,� � ,¢"12 TE`KS SCREyYS 3" CONT. L8x4x 4 � �6°O.C. BENT� 3 • 16 BY TRU.�S" is � Typ ��SUPP�/ER 4 ROOFIRUSS � K1.TPP COLUS5Y E1VKS Dt3B0 �� ¢ 7'S 119=72 2-4"6x,3"LG IF/READED ARCHITECTS, �c . is W£LD STfIDS(4"GAGE� �J �19'-72 Member Amencdn Instrtute of Archrtects � �z"x9x9 W/1"LG. SLQTTED HDLES Wnter Squors, 1 51 2 Lanmer Street (BY TRUSS SUPP1/ER) fi/16'"RE/NFORCED TEFLON Bndge Level,Denver,Colorado 80202 \ R SL/D£BEAR/NG ASS�y ph 3d3-893-]99Q fax 303-893-2204 i � , � L.�x.�x 4 `� � M' IRUSS GIRDER ;r"/� �1�5x5(REF� � ,�` PANEL K?' J L5x5�REF� . �,� ! 6 �s 1-,� ' • • �;� is 1-,� � EMBED� ` �`�'�`,-�-�:"���. .`�,,:Y.:..n: 0 RE ' ROOF TRUSS T2 SEE PLANS ��y`� ^�' ��•`�`"� ' ��`� ...,.C'�S� , '�4"�BOLT jY/ �. 6A � � \����K�k:'`>:,�<,-f� SL/DEBEAR/NGASSY ��,.�s V F "(E , ;', ,,, `�, F�'. G�:� r f x, ��:x^ , ��., �, 1 1 p :a TOP PLATE WASHER �y �,� � y �; ;�'S��� BOTTOM P1ATE.• �x7x7 BACK UP a� W/ 4 RECESSED ;o �r � � Y �.:�, m: � , � x `��`�;, %'��,,1„n BEAR/N�SIIRFACE ON ALL ED6ES 'z , _ _ 85115-12 � is ���i�,�y::,`a'� 2-B'�HOLfS AT 4"GAGE �~ � �� RI 'p ,A' y !�...+'�+i�y�..��+..�/ 9 • �• .. , '� \ �t SPL�E/2 +� � x:%��'G.'`�h i�,.!��, > >,. ��`�JNAI.�NG\�`c. �,�¢_�_�BQ��. � � TOP PLATE 4x8x8 BACK-UP� W/ 4 RECESSED i BEAR/N�SURF�tCE ON ALL E�GES ' ~ � 2-a'"r�x2'"SLOTS AT 4"GAGE 114'0 H�fNGER CiDx>,�.3 CUNT, C10 C14 BEAT/N6 M,4T'L: REJNFORCED UIRG�N TEfLON COPYRIOHT 2005 2-z"�HQNGER (fLlJORO�D,LDf Wf 20D0 PSY RODS�5'6AG'E� �.` H�4N!'iER ASSEMBLES DESIG'N PRESSURE�MAX1 This document is an instrumem of service,a� SE£DETA/L 1/S3.19 as suc , rema�ns t e property qf tha Arc �te� Permission for use of th�s documant ts limite and cott be extended oniy by wrttten agreeme SEC T/ON 319 `34 ��_ � =-Q SEC TI DN ��9 "34 ��_ � �� SEC T/ON �9 r �2��= � r—D with Ktipp Calussy Jenks DuBois Arch�tects,P� s2=9' .3�=¢ �/2° 3�'¢ �/2" � ��'/��At1KG. ��/STCBR�/CMU WALL � ,�0"�DL/CT (NOTF.• DUCT lNTFRFERS lylTf� � f/ERAC�4L SPL/CE MEAfBER REQD BY TRUSS SUPPLIER1 1,�4=9 4 ,36'-�l" i 16=l0" 19=f0" * � � BRG & CMU iYALL BRG. � 7RUSS G/RDER � • f2 ;i �.�0=2 � 5� � ,�0°1�O!/CT (NO1F.• Dl/CT lN1FRFERS {ylTH � YERIICAL SPLICf ME�!lBER � • REQD BY 1Ti'USS SUPPUER) , 126'-6 12 � 17°�DIICT � 6 � � 69=0'RAD. �19 124'2 � 5.4k (S££DETA/l � � h r �� 15fS.�16� \ - �� �o �E�21'12 �-- t ' ��—� . JBE 121=12 � � ' 17"�DUCt �, ! �-- ,� , � JBE 171-12 L- -�"�� , p N vi �\` /� l� � ``v \ `'i/'\�_'/'� ,34-4 RAD. � � � � � � n �J� �s�P���y) T1 TRUSS PROFILE ��P�N������ T2 TRUSS PF�aFILE �'''" EXTENDED TOP CHORD 1/4��=1�—� (SEE PLANS&RRCH'L� 1/4"=1'-0 NOTE TO 1RUSS SUPPUER.• NOTE TfI IRUSS SUPPL/ER.• TRUSS DESIGNER TO L/M/T TOTAL IRUSS OE5/GN£R TQ LlM/T TUtAL LA7�"RRL DEFLECTION AT TRUSS LATER�I DEf1ECT/OrV AT IRUSS BEAR/NG TO 34"&L/t/E LDAD LATERAL BEAR/NG Il7 �"&1/Y£LOAD LAIFRAL ��`��" � �`''�ji`��, DEFIECIION Tll 2" DEFLEC710N T!I 2" ��� � o� .� . � i � t�" ��� � � .S2 � ;r�r� ' �K` C� � • W24 R/DGE 8M �� ��� �c,`"� 13•-11 1/2" 1=10" �� s �-���`� TS 1?9=i14 £7 E8 �� ���� �1=8� ���11♦r/G�l►� ,s�9 saRUC�s�r �6 `J`1�`�1 ����° FNC 303414.1%7 ��.�5 �(s��$ � �7�.aatn w18 Ts 124'-1 a S4 S5 � �5 TS 12--9 e E13 3�6 >6'-3" �'�r ARqilE�.i:i'S PROJa,`f MlI� E1.3 E1,3 >>_�n � � .--. E94 ,�,����' � 2=1"' 14'-2" ���"� ��� _��� ! .� A 20=5° I/lU=(1" �;U" ° ....f,. „_�., E14 .� ISSUE , M • � ' � �L� IS 113-0 4 �� T5114=.3 �l1F3�1 DFSN�I DEVEI�rIEM ttOVq�IB�R 18, t 10 2 1l2 10 1 >f2 ; �1 ��M 5' a� 9-6 17=1 {y21 T5114=3 /y21 {YI2 `Y24 2042 � , 3 . 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PIPiNCs W/LIN� DiA. INSE1zT x �s' �IPi' � �z'�LDc fi'!P� (6'-12' L�t�KT�i) TO SPEGIFIGAti0A15 F{TTihtG AND 5TAML�58 STEEL. CLAMPS '�z'MALExSARB ADAt�'fER CONTROL W(RE BLMDL� i-I'x3' SCH.SO PVG Tlif'PL� POLY LA7'Et?Ai. f'1PIt•Ks U!/ MScRTx'�s' t10T�: SE7{-f�AD PE�2P�NDICULAR �1PT FfTTlNCs P SGN.SO PYG PIPxFIP 90� L NOT�• DIAM�I'ERS OF BALL YAi.�S,PVC�ITT1N!s5 AND NIPPL�S i TO�INISH GRAD� 1VOTE: SET i-Ic.4D PcRP�NDIGULAR TD 81-{AL.L FGX,IAL ELECTRIG CANTROL YALv� DIAMET=R PRESSt,lRE MAINLItV� SERY G� - ' APPLY T�FLON TAfl= TD MAL� PVG F►TttSN CsRADE Y.4LY� SOXES 5HAL1. SE Ihl5T.4LLED P/IRALL�L OR PERPENDiCULAR 50Lv�NT IUFLD OR GASKET�D FITT11VCs r �,_ Ti-tREADED�1TTiNCsS APPLY T'�LON�AP� TO ALL MALE TO ADJAG�tT SIDEWALKS AND i-1�1RD `vURFAC�S itR-l�i� APE'LiG4SL� RE�R 70 �£CIPIGATI ' Pt�-A55�M�LED SLUMCs JOINTS AS MAt1UFACTUi?�i�D PYG TH�AD�D �ITTINCsS APF'LY T�LON TAP`c TO ALL THRcADED 87 RAIN BIRD AND �taNTEi?A1?E .4GGEP'TASLE DOUBLE GLAt"iP i���' t 2' DIAM�TER FITTliJCsS APPLY TcFLOTI TAP� TO ALL M.4�� T+tREAO�D FIT71NG5 AND NIPPLES 3D-6m 7HR�ADED NfFPLES DECsRHES DOUSL� GLAI"tP I�z' t 2'�lTTi1�s5 SiD� iNLET IS AIOT TO BE UTILIZ�D FOR StUiNCs JOITd'r GO�A1�GTfON LE�TR[C C01�1TROL VALVE (�U1CK CC)UPLING VALVE COPYRIOHT 2003 . „ 12" H 1-P O P S P R A Y H E A D � 3 � This documerN is an tnat�vms�t of sarvice,ond 4" a n d 6 P�P-U P S P R A Y H E A D 2 �=��h,re�naJna fhe pnopeiiy cf the Architecf � Permisaion fo�use of this docurr�ent is 1imNad cnd can be axfended o�ly by written agreament with Klipp Co�ussy Jenks DuBois Ar+chkecfs.A.C. 10' f20tJND VALY� $OX - SRAND T}�I� LETT�R'D' Iht Up- REFER TD TEGNNIGAL SPPCIFSCAT10N5 Z' vALY�MARiG�R � 3/4' GRU�E�GRAVFL rr+�A"1P SEGURE CONTR�OLLER TO UJALL i CU.�T. , WIT�-1 ANG�OR SOLTS 1�' ROIAdD YAt� BOX ,,�/ ,,.,,/ � . � � i /'r•X' i �'Kt" � _ ��,� PIT•11SN C,RADE � a,� �V ���o � � _ . 1111 YAL,� �X.��TO ._._ ��Nl��,�� !!I II— � •_ . _ I11 Il= � '• —I1I II — , I11 If _ 7�G1-MIGAL SP�C�F1CAtIONS. � — — � ' � � , -I�II= 4. 1=1i11=1111= �i�ii � :�,. .. ��i�� . �i��� ��iii iii� �LECTRIGCONT�LLER ;� - � I�i= i� =���� �������� =� p -�Il�-i1l1=1111 = �� - . _ . _ . � - - , . - IIM1 � , �('_ � � � I�� = o Q� o 0 0 � — � _ `2 t . — �,I I I I,I I I �'... �(��� 2• �M'T GOAtDU!? S�GU�D TO UJALL -��i1^�� =L�� -11l1= . o Q o 1—!I!i-=1111 ii��� .� .. ����� ., ,a. . _ _ � , =��i�; 3� 'i= � IIl- ��. � =lii1_I11! �-� . - - . _ � � — - ,, , - S,S�X , '�- lllfl lilil Illll Illl �) _ 2' CL16D PYG AGGESS SLE�1/� - • ` — , • , � _ • ; CARE DRiLL WALL AND 111A'I�RPRDOF W/LiNK-SEAL — — L�sTN AS tYQtlIR=D . — . — I � — _ — _ OR EG�UAL � � i�� � ��� �z� . - _ �A�,�� y� Q 3/4' �x'r SCFl.Sm PVC 9fl ELL ��I,i • �l,�� - ' GATE YALVE W/CR05S b-IANDLE 3/4'xGL PvC TIIPPLE SGN.S�D C2J , , _ , 2' �thT CONDUIT W/SUTEP ELL o — OF SUfEEP�LL W/PLiASL� �ALANT � � e , AND SOLID U1EDCs� DISG . . - • . /� 3/4 x6 SG+a 8m fxALVANiZED STE�L NiPPLE , I��()— _ • • U 3/4` BRASS CsL03� vALVE ' . ._ (��� GONtR�OL UJIRINCs ' "' ' SHcD CsR4v�L SUMP - O ~ I � • 3/4 GRtJ SPRAY I-I�AD LATERAL I1 _ ° PiLL 80X TO i1J1T3-1M 2' OF TOP 3/4' MxF SGN 40 PYG 90 ELL PIPiNCs � iI {} —" =� V � - OF b'PvG.4CC�v5 SLEEYE ROTOR LATERAL PIPMCs � � , =I�(t i= I I�_ �pNTfZOL ti1N�5 ' � ' � 6' CLASS 16mPVG SL�v� ���� _ O O , ' • BOTTOM TO 8�NOTG4-I�D o PVC MAINi.INE _ �` �� ° AND CO�ITAGT TaP OF --- � ,� � og O8 O o ° — —` - � O , p�55(�IRE MAlNLINE D O° � Q SOIL SLANKET C0I/ERING SUMP BACK�iLL MATERiAL (M'I�AL) —����—` o ! i 3/4'x4' P�/G iZIPPLE SGN.Sm ���I—I l��- 3/4' Gi�JSH�*.�CsRAV�L �iJMfi' � M, L SE� TEGi-itdl:AL SP�CIFiGATIONB l+IDI'�. ��i?TO TEGNNfGAL SPcGiPlGATIONS FOR MII�IIMUM TRrT�iG-{ WIGTHS. � ' — —� -- P1IG PRESSl1i� MAINLINE 'rOR SUMP SiZE _ - -�,I� 5G}-L 4p PVC HALE ADA?�R f2) - SiZ� PYC i�RESSUR� MAI1JLtfd� - R TO EQUAL CsAT� vAL1/� DlAMET�R APPLY TEFLON TAPE TO.�.L.L MAL� T#-Ii�ADED f'YC�iTTiNCsS AND .4LL NIPPL�S Ut�IDISTURBED SOiL � ELECTRIC �ON�'RaLL VALVE TREN�� 7 g � v� MA�UA�. DRAIN ��'" GA�`E VAL 6 � 5 , � � . I�LANTINGK SACKFILL MATE�IAL , j � � . r , . • , . . pOLY DR1P TLlSINCs � I �.�L -f tG��y , lm' MIN � ; � ; .�� �,> � � f'LANt R007BALL `� • DR1P'NSINCs/f'IPMG - �R TO SCHEDULE _ ; EMITT�R - STAiC� TO EDG-E . . , � � 1 I . OF fzOOTSaLL . , � ^ r I, . . � , . <, ' : 't-�^ j STAMl.E55 5T�L tS10RM�sEAR OR P1AlG1-I .t v - - GLA1'1P ? � PLANTiNCs SACiG�iLL MATERIAL � ' ` EMiTTER TUBIN�s - ro0� � '� ' 3/4' MIpTxIth5�R3 PVC ADAPTER ' POL7 DRIP'NSIt1Cs - h1-Lit� �SSttt� T�C�.ti.ATOR - MAXIMi,1M L�NCsTH � � � - X . • 0 PL.4r�T Roor$A�L f'LAN 4:1(+)-SLOPE � ? �,�' i �a�u s�t� Psi t� � ��. _ � �� � ���� � R,4M SIRD 3/4' DvX COTiTfzOL VALv� �' . MICfZO-BUSSI.�R Wlti-! SPIiG�. STAIG£ " '; • . � - SU38LER T�TOP OF ROOT BALL- ; intuta� w�'���L�fiz , _�L . ;- PLANT MA'i�RIAL RQltd SIRD RSY-fl�5-2DmMX ' EMti'TER �GTi� 60� �MITTEr2 -RE�Ei� 'f0 NOT�S �OR , PLax Mqx�MUN( L �MITf'ER G2UANTITY AND MOD�L " � a O oOao 0 3/�' PvG B�tLL vA!1/� IMIPT�J"IIPT) MuLCN LAYER � O o0 10' ROUND YAL1/� SOX - BRAND o Qo �M1TT�R M1GlZ0-TUBfI�lCs 'DB' INTO vALY BOx LID. REF�R o� i�LANT MAT�RIAL TO TEC�-INIGAL SP�GI�ICATlONS. MICRD-SUBBL�R - iZAtt�! BtTZD SXS-36ID-fd2s }{ 1 � 3/4' �xr-SG-I.4D PVG 9Od �LL I1U 3/4' X�RI-SUBBL�R - f�• CONST.NOT�S FOR QTY. ll�� 1��= l2' F1Ni5N CsRAD� scE+.sm,r�r�ric.a�.x�� - �.�T+� as Mt3LC1-1 LAYER �III�tIII —�II I�i lil� 'III=� I-=1111 R�QUIRED �III p f�Rc55t1i2� 5U°PLY LINE � EM!'fTER MlGRO-TUSlNCz ���� �� ��— � 3i' �IPT SGN.4fd PYC GAP o �o � ��� iUtT+-I 9ia' F'vC IAtSxMiPT ADAPTER D o 0 3/4' Gi�USN�C=RA1/EL SUMP - �ILL BOX °�(� (��= 12 r''OLY DRlP 7UBINC= 3 • °°a°O OF vALI/� SODY. ALL vAL1/� ' AND S,5 GLAMP 1 #Sw�C�$ �R0�1ECT {VUNEB._�"ic. `� p �!!l�Ill — I 3%�' Df21f'TUBING - GJIL SLlFF1GIEM Q o Bo a��$`��p�EHiS 541AU. 8� CLEAf�Y ��I��= _ b' 1� �SAUCs� ,lUTE STAfG� � o q� , L�TIC,TN IN SOX TO EXTEND HO`v� �ill _ Tior� � aP�ov�D �QUa� X 5 G o ,4DAPT�R OUT5IDE OP YALYE BOX � ���� � �� YlS18L� IUiTNIN vAL1IE SO �Ili �� E �o � REGTANCsULAR VAL1/� BflX - BRAND SOX i.ID POL7 DRIP'tUSll�lCs � o � . r'�AINSIRD XGZ-0l5 DRIP "R AND STATION NUMS�R - R�ER =III= = U NO�S: _ ��o � 3�4� GRfJSH�D C=RAVEL Sl1MP (1 CU.Fi.) ( D�'i. (.�a YAL.1/� iCIT AS5�1"IS1.Y. Ul/GONTROLLc � I_ _. o Tp�c�-�rt�cat. s�crica,T�or�. fNSTALL EMI7T�R5 ON OPPOSINC� 51D�5 Oi- izOOTBALL. T+�i�E 02 MORE ° � tONSOt�ATIDCDS JULY21,2003 SEGTlON + � NoTE: EMITT��2 SHALL �3E EQUALLI' `�P�4G�D AROUND ROOT �ALL. 2 iNSTALI. ASSEI"i8!-Y TO REST ON GRA�L 51JMP. �MITT��2S ARE TO 8� 1�lSTALLED +O GLEA� SUr�FAC� �Y A MINIMUM CflNTAtts ENTIRE ASS�MS!Y wlTi-IIN sox. No7�: OF 1' At�tD A MAXIMLlM Or= 2'. , Ho vat,v� sox�x�usioHS wi�� a� acc�!�D UISTALL SJSSLERS Ot�i=G2'JA1.!-Y SPAGED ar�ou►.� Roo'reA!-�• suss���s �LUSN ALL LtNES TNOROUC�Ni.1', INGLUDtNG Et�ll'iT�R MIG�O-TU31N� �RiOR � PROVIDE 3'-4' Gi..�AR.4rlGE BETI:�.fN TOP OF GONTROL AR� 70 B� 1N57ALL�D TO GL.EAR 5U1�ACE SY A MINIMUM OF 2' AND A TO �MI'f'�R INSTA�LATION. �� PLAN71NCs ON A 4:1 YAL� SOL�NOID A11D SOTTO"'t OF VALV� SOX LID. MAXtMUM OF 3'. FLUSN Al-L LIt�S T+aOROUCsHL`r, It�ICLUDft�tCs Ir= PLANTINC-� ON A 4:1 SLOfi'� OR 5't�EPER MST.4LL �OT+-} Ei'�f{TTE�2S ON I - TOP OF YAL� SOX TO� FLUSi� lUlTH FINISi-1 CsRAD� MtCRO-TU8ING-PRIOR TO�i'11TTcR MSTALLATI01�t !F P'LATdTiiVCs O� A 4:1 uP�-fILL 5lDE OF ROOT 8�1LL. k O11 vAL1/F 8:7X SF�IALL NOT�ST ON DRIf'TUSINCs SLOP� OR Cs12�cAT�R. INSTlaLL StJBSLERS ON UP�-1tLL SID� OF R0076,4LL. ' - SHRUB BEDS DR�P LtNE BLOW-OUT STUB ' IGi��-BUBBLER - TF�EES �N� DRIP EMlTTEf� �� 12 ��� , � DRlP �ALVE ASSEMBLY � �p - ► � HRUBS !N SEED�D AREAS � iHfCKED , S � - � , � � � o � � SET Lif'AT FiNISNED fsRAD� if i SET L!P AT FINISHEO CsRAD� ! I �� GURS AND CzUT7Eiz 51D�WALK OR � HARD SURFAG� W1-IERE APPLIGASLE �y■ Ct1R8 AND G!l7T�R 51D'tUTALK OR � � 30-60 �,q� ��,qC� ��� APPLIGASL� I DECsR�ES ,� ' f _ �b � � -�I 1j !=1 t � �i=1�I =�I����I �t J — � R=G?At�sULAR VALI/E SOX � _�I I I= (I��_�I I� � tU1TH EXT�NSION 6R.4ND 'f'RV• I — — �1�� i t' ��I� INTO YALVE SOx L1D. Rc'�cR , I =�(I I TO i tGFaNICAI. SP�CIrIGAT10t�tS. �+ j (��3 {� � -i I I!- I_L=1III Cs�AR DRtv�N ROTOR _ y �A�L �S�Ul�t��!N Sl�) IOU� � ={1�� — ` i _ { _ �n�isN�r�D� i ��Q1�, �0�0''Gt�J ! �i-�oP c-�aR p�ivtni rzoTOU = �I����I =��I��= �� i _ ��� � � i�t0'IF: DIAM�'I�RS O'r FITTII1Ca5 AND N1PPL�5 SHALL pRESSL4t� t2EDUGil�Cs vALV� - REFcR TO I� 24' EQUAL ROTOR 1NLET DIAi"l�T�R �G2111f'MENT SCNEDULE�OR MODEL • t i MIPxFIP SGN.4m PYC �LL l2) 5�T ROTOR PERPcMDiCU!AR TO�ll�tiSN CsRAD� IRRIGATION DOUSLE CLAMP i�i' t 2' DIAM�T�R�ITTINCsS PIAN � i2' SGH.80 1'VG NIPPLE APPL7 TE�LON i APE TO MALE P1/G THi� L�tD ' FITT111GS V�f T'R�S3Ui2�T'fAINl..iNE ���J L1��oo MIPxF1P 5C�1 40 PNG 9m ELL M1PxFIP S:H.4fd PVC ELL (2) � Q W °O � 3/•q' CRl,ISHED CsRAYFL SlA`1P - FILL TO ~ °OL7ET�-il'LEN� LAT�RAL PlP11�CS WIT�-I 12' SGN SD PVC Tllf'PLE _ � � � 60TTOM OF PIPINCsN,4L.VE IAlS�RTxPIPT FITTINCs AND STAINLESS 5'iEEL O � O !. 5G4-I.4ID PVG MALE ADAf'T�R l2 REQ'D.) CLAMf'S , PlOTE: DIAME'f�RS�FITTINCsS AND NIPPLE5 SI-IALL �L� � EGM,IAL ROTOR INL�T DIAME7ER TtOE: G�PITER 1/AL� WIT1-}lN VALI/B BJX MIPxFIP SGN 40 PvG 9D ELL 5�T ROTOR PE�DIGULAR TO�MI9H GR�DE ��s�� DOUBLE CLAMP 1��' t 2' DIA1"iET�R PITTtt1G5 POLYETNYLEAI� LATERAL PIPING LUIT1-1 ;0-6m ,4PPLY T�FLON TAt� TO MAL� Pv� TNREAD�D INSERTxFif'T�ITTINCs AND STAINLESS S�E�L CLAMP5 pcGR�cS FITTINGS „ _ PRESSURE RE�Ul.AT�f�Ca �fAL�'E xi� �► �► � QRi�EN ��`��R �2 !�1 P4P �EA� DR[V�N ROTOR 15 � ��d � �EA 14 , �3 , t� , , - � , - � `' --'-----_-�_____� \ � � a � r � / , �, .-....,� - � � � � 1 - . , , , � , . , , — -- - - , N NT E �_ S 7 ��� i • '1 ( s �� � ,�� r i s !i 6 �� � � . i I � P� � i� . \ �w � + . j r� � � . i T' ! ,� l� �� V� L�1 li/� � I I � F I I � s PROJECT DATA • ME���NI��L o ELECTRICAL • F� OD SERVICE • THEATER SYSTEMS • `- � LIPP � �LUSSY �ENKS �U� �IS ARCHITECTS P . C . � ARCHITE �T ' S J�B N0 . 2� 01 . �28 _ _ _ _ _ JULY �21 , 2 � � 3 , ,: r a � �q /�� r i.Y�� ��1J/e � P;\2�1-02800 Vol Mtn Schoo{\2 Draw;nqs\U1 Ar�tutecturai\B�ddmq and h'eqoCation\vm-AOOQ.dwg Jul 18, 2003 , ,` - F'INNED TUBE SCHEDULE � ME C H A N I CAL L�G E N D NOTE. A!1 SYMBOLS SHOWN ON LEGEND G E N E RA L N 0 T E S• ARE NOT NECESSARIIY USED B UH AVERAGE ENTERING TUBE FIN ENCLOSURE MANUFACTURER & � n� ABOVE FlNISHED FLOOR � . MARK PER WATER AlR TEMP. SIZE SIZE SIZE MODEL N0.* REMARKS aFC neovE FlNisHEn cRnne ---[�0- PUMP & EQUIPMENT CONNECTOR L.F. TEMP. F F INCHES INCHES INCHES BFG BELOW FlNISHEp GRApE --I�F- PIPE UNION 1. THESE DRAWING NOTES ACCOMPANY THE PUBLISHED CONSTRUC710N DOCUMENT 11. MAKE F1NAL CONNECTIONS TO ALL KiTCHEN EQUIPMENT. PIPE INOIRECT WASTE FROM e� BOTfOM OF PIPE FROM FlNISHED FLOOR .���. DOt1BLE CHECK BACKFLOW PREVENTER HAYDON SPECIFICATION 800K PROJECT MANUAL . c� CUBIC FEET PER MINUTE � S�� �,� � BB-1 900 180' j 65 �4" 2�Y4.X �3v�s,.x SUPER HEAT � - � ) EQUIPMENT TO F100R DRAINS AND FLOOR SINKS. REFER TO KITCHEN PLANS FOR c�G c�iuNc EXACT LOCATION OF ROUGH INS ANQ INDIRECT WASTE PIPING REQUIREMENTS. FT-FLOAT & 7HEf2MOSTATiC � 00-1A i CONN CONNECT TD-THERMOpYNAMIC 2. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS IN FIELD PRIOR TO COMMENCEMENT COTG CLEAN WT TO GRADE IB-INVER7ED BUCKET � HAYDON OF WORK. REFER TO ARCHlTEC7URAL DRAWINGS �OR ALL DIMENSiOtVS. 12. REFER TO FOOD SERVICE DRAWINGS FOR EXACT LOCATIONS AND ADDITiONAL oN oowN --_.K-. p�pe ANCHOR SB-2 900 180' 65 3'+" 23yi"X AR H. SUPER HEAT � FlN TUBE ONLY 1000-1A MECHANICAL REQUIREMENTS. PROVIDE DUAL TEMPERATURE HOT WATER, COLD (E} EXISTING � 3. VERIFY EXACT L�CATIONS OF EXISTING AND NEW UNDERGROl1ND UTILITIES, PIPING, WATER, STEAM� DUCTWORK, GAS, POWER, INTERLOCKS, CONTROL, ETC. AS REQUIRED EAT ENIERING AiR TEMPERATURE -'�- P�PE ���ON JOINT * WLCAN, STERLING, EMBASSEY, ARGO EQUIVALENT AND RACEWAY SYSTEMS PftIOR TO TRENCHING. CONTRACTOR SHALL OBTAIN AND BY THE F000 SERVlCE EQUIPMENT SUPPLIER. E�w EXHAUST --�}- FLEXIBl.S CONNECTOR I`LIPI' CoLL'SSY JEN�S DUB�oIS AND VERIFY EXACT UTILITY COMPANY DRAWINGS AND REQUIREMEN7S. Ewr ENTERING WATER TEMPERATURE R9--- SAFETY REUEF VALYE ARCHITECTS, �c F60 EURNISHED BY OWNER "f-1_ aR VENT BO!LE R SC H E D U LE 13. SEE ARCHITECTURAL REFLECTED CEIUNG PLAN FOR ALL CElUNG PENETRAl10NS u►T LEAVINC AIR TEMPERANRE 4. OFFSET PIPING, DUCTWORK, ETC. AS NECESSARY TO ACCOMMO�AIE STRUCTURE. ANb AIR DEVICE LOCATIONS. �wr LEAVING WATER TEMPERATURE � PRESSURE - lEMP. TAP BEAMS. AND COLUMNS NIC NOT IN CONTftACT PRESSURE GAUGE W/PIG TAIL dt COCK Namb�► Amoncnn lrntduts of Archifocfa HEATING CAPACITY i4. COORDINATE ARCHITECTURAL STRUC7URAL MECHANICAL FIRE PROTECTION oeD OPPOSED BLADE VOLUME UAMPER �� O.C. ON CENTER �� WntvSquar+�, 1512 Lpr�mer5+►� MANUFACTURER 5. WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER TO THE SATISFACTION ELECTRICAL, LANDSCAPING, AND INTERIOR DESIGN DRAWINGS PRIOR TO � m ��M��a MARK SERVICE TYPE iNPUT � OUTPUT � REMARKS OSA OUTSIDE AIR _ c. _ �SL MBH ALT. MBH MODEL NUMBER OF THE ARCHIiECT/ENGINEER. iNSTALLATION. TYP. TYPICAL VAWUM BREAKER Bndpe lr.�l,O�n�+r,Colorodo 80202 HEATlNG FORCED 6. ALL WORK OF ALL TRADES MUST BE IN STRICT COMPLIANCE, OR EXCEED THE 15. MOUNT ALL 4'-6" A.F.F. COORDINATE LOCATION WiTH WALL FlNISH, AND TO AVOID uNO uNt�ss N01EO oTMERwISE ---�� HORIZONTAL CLEANOU7 B-� 3392 2724 �NEIL MCLAIN -SMS- SNOWMELT SiJPPLY ---� yERT1CAL CI,EANOUT ph��-893-1490 fax 303•893-220a WATER DRAFT Q »gg 2HP, 484V/3PH BLOWER _ __ MINIMUM MATERIAL AND METNOD REQUIREMENTS OF THE 1997 BUILDING, CASEWORK, FURNITURE, DOOR SWINGS. HEAT SOURCES. AND EXTERIOR WALLS. -sMR- SNOWMELT RETURN � FtooR oR�N MECHANiCAL, PLUMBING. FIRE ANO 1999 NATIONAL ELECTRICAL CODES, NFPA, COORDINATE INS'fA�LATION LOCATION WITH ARCHITECT PRIOR TO INSTALLATION. Q Hws- HeanNC w��a suPP�Y - - - �oa� siNK AND ALL LOCAL ORDINANCES ANO AMENDMENTS AND MANUFACTURER'S REPORT ALL CONFLICTS TO ENGINEER. -HWR- HEAIiNG WATER RETURN �I INSTALLAl10N RECOMMENDA710NS. IF A CONFLICT BETWEEN THOSE PUBLICAi'IONS -qiS- CHILLED WATER SUPPLY ---fo> ROOF ORAIN EXIST. THE MOST STRINGENT REQUIREMENT SHALL APPLY. 16. ALL OUCTWORK DIMENSIONS ARE INSID� FREE AREA. DUCT �1NER HAS NOT BEEN -�R- CHILLED WAIER RETURN �F/s flRE/SMOKE DAMPER ACCbUNTED FOR. -RMS- RADIANT MANIFOlO SUPPLY � FIRE DAMPER 7. SYSTEMS SHALL BE COMPLETE. OPERABLE. AND READY FOR CONTINUOUS -RMR- RADIANT MANIFOID RETURN io, EXHAUST FAN ON ROOF W DllCT THRU ROOF. 17. SUPPORT PIPE WITH ROD AND CLEVIS, RING HANGERS, TRAPEZE, OR CLAMPS. --a-- �1DENSER SUPPLY / PERATION PRIOR TO ACCEPTANCE BY THE OWNER. -.CR - COPIOENSER RETURN � POINT OF DISCONNEC710N NO PIPE TAPE ALLOWED. ALL HANGERS SHALL BE SiZED FOR OD OF INSULATION. .-G- NATURAL GAS e POINT OF NEW CONNECTION * i. WEIL MCLAIN, PEERLESS, OR H.B. SMITH Et�UIVALENT 8. PROVIDE NECESSARY TRENCHING, BACKFfLL, EXCAVATI4N, SUPPORTS, SAWCUTTING IF ANY. PROTECT INSULATED LINES W1TH 20 GA SHEET METAL SHfELDS FOR PIPING -MG- MEDIUM PRESSURE NATURAL GAS `•"-L�. FlRE ALARM NORN/S1Fi08E 2. RAYPAK, TELEDYtdE-LAARS, OR IOCHINVAR EQUIVALENT AND PATCHING, CONCRETE/PAVING. ETC., AS RE4UIRED. BACKFILL TRENCHES IN 6" 1-i/12" AND LESS. PROVIDE CALCIUM SILICATE INSULAl10N INSERTS FOR ALL - �- oRAiN P�PE INSULATED PIPING 2" AND LARGER. MAINTAIN VAPOR BARRIER ON Ak.l COLD LINES. snza�N� w e RS ANO TO 90� COMPACTION AND PATCH TO MATCH EXISTING GRADE. --HPS--- HIGH PRESSURE STEAM SUPPLY � / �ow-or� va�ve " „ I50LATE BARE COPPER LINES FROM HANGERS WITH VIBRASORB OR EQUIVALENT, -. HPR - HIGH PRESSURE STEAM RENRN U N I T, CAB I N ET H EAT E R SC H E D U LE 9. PROYIDE 4 HIGH CONCRETE EQUIPMENT PADS BENEATH FLOOR MOUNTED COPPER COATED HANGERS ARE NOT SUFFICIENT. WRAPPING PIPE WITH TAPE NOT -�PS- LOW?RESSURE S'f�AM SUPPLY .� SHOCK ABSORBER M£CHANICAL EQUIPMENT. 1N ADDITION TO ANY BASE ASSEMBUES REQUIRED BY ACCEPTABLE. - LPR - LOW PRESSURE SlENM RETURN k , „ W.H MANUFACTURER. - PC- PUMPED CONDENSATE ��.� HOSE BiBB / WALL HYDRANT MARK T Y P E CFM HP/ VOLT/ i HEATING COIL MANUFACTURER * 18. REFER TO P LU M B i N G Fl X T U R E C O N N E C T I O N S C H E D U L E F O R P f P E S I Z E S T O - F o F -. F u a a L �T W A T T P H A S E • & M ODEL NO. R E M A R K S 10. FIRE STOPPING REQUIREMENT. PENETRATI ON S 7 H R O U G H R A T E D W A L L S A N D F i.Q b R S INDIVi D U A L P L U M B I N G F I X T U R E S. - � _ �y�o� � �s � G P M P.D.�F-f.} T.M B H i E W T � F� -RS- REFRIGERANT SUC7i0N ��ow sw�rcH SHALL BE SEALED WITH A MATERIAL CAPABLE OF PREVENTING THE PASSAGE OF - RL - REFRIGERANT UQUID FLAMES AND H07 GASSES WtiEN SUBJECTED TO THE REQUIREMENTS OF THE IEST -R�- REFRIGERAN7 DISCHARGE � COPYRIGHT 20�2 CUH-1 MOUNTED 375 t00W 120/1 2.2 6.4 30 180 TRANE _ STANDARD SPECIFIC FOR FiRE STOPS ASTM-E-$i4. ACCEPTABLE MATERIALS � SMOKE DETECTOR FFE804Qi DOMESTIC COLD WATER Thra decumonr ta on�r�srrumenr of ssrv�ce,and INCLUDE: DOW CORNING RN FIRE STOP FOAM FOR BARE PIPE, METAL CONDUIT. -Ro-.- �va�s� osMOS�s wn� ANO ELECTRICAL CABLE; 3M FlRE DAM 150 CAULK FOR BARE PIPE, METAL CONDUIT TEMPERATURE CONTROLLER os s.,�h,romains the ro AND BUfLDING CONS'f'RUCTION GAPS; 3M CP-25 CAULK AND FS-195 INTUMESCENT -_140._ �OMESliC HOT WATER � P perty of th.�h�t�r. UH-1 HYDRONIC 100 1�50 120�1 0.5 0.03 3.0 180 �ANE _ - DOMESIIC HOT WATER ( TEMP. SHOwN ) ParAtia�tOn fot uss Of fi�Ta doc�rYttni�s�tm�+ad UNS-A-a16-W-2 STRIPS FOR INSULATED PIPES, PLASTIC PlPE OR CONDUIT, AND ELEC'tRICAL CABIE. ------ Ho7 wAr� ciRCx��nnNC � ACCESS PANEI. ond can he�crartded only by wntten ograem�ant SUBMIT UL LISTED APPLICATION DATA FOR EACH TYPE OF PENETRATION - F - Flf2E UNE � �pp�Y DUCT DOWN "'��h��PP�o��Y Jenke DuBois Architecta,P e. ENCOUNTERED. -Pw-- PRESSURIZED WASTE -V- PLUMBING 1/ENT PIPE REIURN/EXHAUST DUCT OOWN H-2 NYDRONIC 2350 i/6 120/2 10.0 0.07 90 �g0 TRANE _ UHS-A-168-W-S -CV- CHEMICAL VENT PIPE � TURNING VANFS SHOWN IN 90� E180W. i -C1Y- (�iEASEPW STE PIPE � � -CYV- CNEMICAL WASTE PIPE � � � SINGLE BLADE DAMPER ( S.B.D. ), MOTORIZED S- SANITARY SEWER pfPE � �AMPER. OPPOSEO BLADE OAMPER ( O.B.D. } - -��_- Ver��►000r �IPE MCQUAY, MODINE EQUIVALENT ST(0�- STORM DRAIN OVERFLOW PIPE � AtR EX7RACTdR -CA- WMPRESSED AIR PIPE Z4 2 DIMEiVSIDNS ST N,IS SIZE OF SUR ACE P U M P SC H E D U LE -MA- MEDICAI AIR PIPE SHOYVN. 2ND N0. IS DUCT DEPIH. 0- OXYGEN PIPE ��-.O �ppLY REGISTER � N- NITROGEN PIPE gtE MARK SERVIC� NpE �PM TDH FLUID MOTOR MANUFACTURER * -NZa-- NITRWS OXIDE PIPE � � � MODEL NUMBER SUCT DISC REMARKS � VENNRI/FLOW INOICATER �� RElURN AIR OR EXHAUST AIR R�GISTER. {�) H P R P M VO LT P ---a T f- HUTTERFLY VALVE HEAl1NG BASE 30� ---D4- SHU7 OFF VALVE (HALL, GATE, BUTTERFLY) ,��tfr�,� SUPPLY DIFFUSER; ARROWS INQICAlE � ----D�- GLOBE VALVE �� DIRECTION OF THROW. P-� WAT�R MOUNTED 250 �fl GLYCOL 5 1750 480/3 � FE22o5 3 2Y� _ ----�- CHECK VAI.VE �---� DOOR GRiLLE 9ZE ----�D.F- FLOW CONTROL VALVE � SECTION THRU SUPP�Y AIR DUCT. � '� --�„r- BALL VALVE � SECTION THRU WT510E AIR INTAKE, � P-2 SNOWMELT MOUNTED 110 40 � GLY OL 2 1750 480/3 j �2�0 2y2 2 _ RE'fURN AIR OR EXHAUST OUC7. � ---}�-- PLUG OR BALAHCING VALVE - - ---{eF- CIRCUIT SETIER VA(.VE �,� (A) SEC710H CUT LETTER. � B (B) SHEET SHOWN ON. � ' ' 1 PLUG VALVE IN RISER � P'� y RECIRCER �N-LINE 20 35 � WATER 3/4 1750 i 120/1 � GRUNDFOS _ -� GATE OR GL08E VALY IN RISER � � � PLUMBING RISEi2 � UPC SO-1BO P LU M B I N G FI XTU R E �- DRAIN VALVE W/ HOSE END Q HEATING WATER F21SER + S C H E D U LE --DQQ-- TEMPERATURE CONTROL VALVE � CHfLLEp WAlER RISER �'� � SP_� SEWAGE SUB- �� 2p WASTE i 3500 480 3 ZOELLER 270 - 2" DUPLEX PUMPS � PRESSURE REOUCING VALVE O flRE RISER EJECTOR MERSiBLE I MANUFACTURER & * FAUCET TRIM `-°'�-'- S°�"o'° w�"� � HVAC RISER SYM. TYPE A.D.A. ACCESSORIES FINISH MODEL NUMBER MFG. & MODEL # REMARKS SP_Z SEWAGE SUB- 20 10 WASTE '/z 1750 i20 1 ZOELLER 266 - 2" pUPLEX PUMPS EJECTOR MERSIBLE � ; FLOOR MOUNTED SEAT: KONLER ��� KOHLER � SLOAN � Pi I WATER CLOSET N� K-4670-6 ��E011S K-4350 ROYAL i 1 i - *B&G, OR AURORA EQUIVALENT CHINA � WH,-� F'IXTUF�E C�NNECTI�N SCHEDULE FAN SC H E D U LE � �2 �FLOOR MOUNTED �5 SEAT: KOHLER VITREOUS KOHLER � SLOAN _ WA1ER CLOSET K-4670-6 K-4302 � ROYAL 111 � HW CW � WASTE VENT � CHINA � FIXTURE ! � MARK TYPE ! FAN MOTOR MANUFACTURER & STAINLES � CFM f S.P.C9� SL� S.P.C�? ALT. / VOLTAGE ACCESSORIES REMARKS �'3 � SINK - - S ELKAY CHICAGO FAUCET ^ WATER CLOSET ( �L.USH VALVE ) - �" � 4� E 2�� i IN W.C. IN W.C. �HP WATT pHASE� MODEL N0. STEEL DLR-3122-12 895-317-E3-GN1A URINAL ( WASHDOWN ) _ » � �';" 2 I 1 Y� ��� LAVATORY y��� .�p ��,. ��„ BACK DRAFT WALL HUNG CARRIER: KOHLER CHlCAGO FAUCE7 -1 INLINE ! 3,110 ,25 a.19 3/4 480/3 COOK 150 SQN-B LOCKER ROOMS P4 YES Vt7RE0US - Yz" Yz" 3" 2" � DAMPER LAVATORY WAOE 51Q CHINA K-20Q5 220Q-4VPP SERVlCE SINK � MOP SERVICE BASIN y2„ y2„ 3�� 2•• KOHLER SLOAN ROYAL ADA INSULATION PACKAGE DRINKING FOUNTAIN / E.W.C. _ yz„ �y2" �yZ•� �F-2 NOT USED - - - _ _ _ _ _ P� WAURlNAL�G �S WADEA400 RAM11 ��E US K-4972-T � 180-1.5 ANp OFFSET TRAP a u 3 a �� CHINA 2 �y2 � KlTCHEN SINK W/ D(SPOSER y2 y2 � � � ' SACK DRAFT DRINKING HAWS STAINLESS , NAWS 3 SINGLE, BATHTUB / SHOWER EF-3 INLINE 920 i .25 � 0.19 1/4 i20/1 COOK 80 SQN-B t DAMPER BATNROOMS P6 FOUNTAIN �S 67Q0 STEEL 1001, 1011 - �4p �4„ �p � ���� DOUBLE UNITS CLOl}-iES WASHER ROUGH-IN + Y�•� yZ" j 2° �y2�� O , COUNTERTOP t ���E - DISHWASHER ROUGH-IN EF-4 NOT USED - - - - - - E - � - �� LAVATORY YES - VITREOUS KONLER K2202-4 - � yZ" � 2� I ��� ;a+1�-• * f���;t� � CHWA 8AR SINK i Yz,. Yz" 'ly�° I lYz" ��`. l�x�� EF-5 NOT USE� - Q� - - - - - - - P$ MOP BASIN ` �' 1ERAZZO FIAT CHICAGO FAUCE7 � �,� �` SS-2424 540-LD-8975-WXF ..;; �.' - - �,,; �IGi' _� S7AINLESS ELKAY CHICAGO FAUCET F ;,�, ,��j' F-6 lNLINE 200 0.75 0.65 1/4 120/1 COOK 80 SQN-B BACK DRAFT ELEVATOR MACHINE ROOM �9 SINK - - _ DAMPER S��� DLR-2522-14 { 895-317-E3-GN1A � ..;��� � � SIZES SNOWN ARE MlN1MUM PIPE SIZES TO A SINGLE FiXTURE. � EF-7 INLINE 11,35Q 1,20 1.0 7.5 480/3 COOK 24 CV-S BACK DRAFT � P10 FLOOR _ PROVIDE TRAP NICKEL WADE _ MINIMUM PIPE S)ZE 70 2 OR MORE FIXTURES IS 3/4". '��• ,� DAMPER, VFD AHU-1 O DRAIN PRIMER BRON2E - ALL FIXTURES LISTED ARE NOT NECESSARILY USED ON ��►� �r•,'�� 1100STD 7NIS PROJECT. !� � ti��� BACK DRAFT P�3 EQUIPMENT _ PROVIDE iRAP NICKEL WADE F-8 1NLINE 6,640 1,20 1.0 1.5 480/3 COOK 18 CV-S DAMP�R. VFD AHU-2 O ROOM DRAIN PRIMER BRONZE 2350 - EF-9 INLINE 10,900 1,2p 1.0 7.5 480/3 COOK 24 CV-S SACK DRAFT a��_3 Pt2 � ROOF pRAlN - - CAST IRON WADE _ CAST IRON S 1 N G LE LI N E D U CT LEG E N D DAMPER, V�D 3000 42 S1RAINER � SINGLE UNE DOUBLE LiNE � SINGLE LINE DOUBLE LINE SINGLE LINE DOUBLE LINE SINGLE LINE DOUBLE LINE , EF-10 , INUNE 18,200 t i.60 1.30 15.0 480J3 COOK 28 CV-S BACK ORAFT AHU-4 p�3 OVERFLOW _ - CAST IRON WADE _ DAMPER, VFD O ROOF DRAIN 30�0 420 - � ` i I C�OENICAL �� "�-VOLUME WOODFORD � �- Y ��� � EF-11 INLINE 13,200 1.60 1.30 10.0 480/3 COOK 24 CV-S BACK DRAFT ANU-5 14 WALL HYDRAN7 - - CHROME 855 - _ � � DAMPER, VFD 45_TEE (ROUND) � 90_TEE (ROUND) 45' RADIUS ELL. �ONICAL SPIN IN AP,CHfTECTS PRQIECT NUN� EF-12 INL�NE 14,300 1.40 1.10 7,5 480/3 COOK 28CV-S BACK DRAFT AHU-6 15 HOSE BIBB - - CHROME H100DFORD _ � ��� � noo� .Or�� � �' L L AM R. VFD MODEL 26 SEE DUCT MANUAL VOLUME DAMP R � TAKE-OFF RZ �G�p � BACK DRAFT O LOCKASLE DIAGRAM. ��� F-13 INLINE 3,800 1.00 0.80 � 1/4 120/1 COOK 225 SQN-B COMMON AREA MODELF B79 -' � (RECTANGULAR) 90' TEE (RECTANGULAR) DUCT DRO SYMBOL � FLEX DUCT CONSOLIDATED CD'S JULY 21, 2003 DAMPER P16 HOSE BIBB CHROME M S EF-14 INLINE 800 0.25 0.20 1/6 120/1 COOK 80 SQN-B BACK DRAFT FUME HOOD 17 FLOOR SINK PROVIDE TRAP PORCELAIN ZURN _ COORDIfJAT£ GRATE � DAMPER PROVIDE ACID RESISTANT FAN PRIMER ENAMEL Z-1900 TYPE WITH KITCHEN � EQUIPMENT SUPPUER ��E� _ EF-15 MOUNT�ED 2.350 1,2p 1.0 3/4 480/3 COOK FATTRAP, VENTILATED KiTrHEN EXH,4UST � DOWNSPOUT _ _ eczoNZE ZURN � DUCT SPLlI Qo• awuws ELL �ucT Ri��~Yna�o� �o• ���. � I 't80 VCR-IIf' ROOF CURB NVLLLt � z_199 � - � d � EF-16 �OOF �,865 a,gs 4.75 1 2 12p�1 COOK FATTRAP. VENTILATED Pi9 SHOWER YEg - CHROME SYMMONS _ PRESSURE G R I LLE R E G I ST E R D I F MOUNTED � 165 VCR ROOF CURB KI7CHEN EXHAUST S-96-500-824 BALANCING � � F U S E R� � LO U V E R S C H E D U LE i 2 CHICAGO FAUCET MANUFACTURER &* ��� �pH F-17 INLINE 21,800 0.32 0.25 5.0 4$4/3 COOK 402 SQN-B SADAMPERFT SMOKE EXHAUST 20 F UC TK - - �HROME 930 AERA70RS SYMBOL USE PATTERN ACCESSORIES FINISH MODEL N0. I�EMARKS : � lA6 STATION CHICAGO FAUCET R��� MOW SF-1 INLINE 1,500 0.38 0.30 1/4 120/1 CaOK 120 SQN-B BACK ORAFT MECHANICAL ROOM �2� GAS OiJTLET - - CNROME 982 & 9076 O SUPPLY 4-WAY O.B.D. WHITE TITUS TDC - DAMPER - - * PENN, ILG, GREENHECK. ACME EQUIVALENT 2 ESHOWER/ - - CHROME CH�CAGO FAUCET _ _ _ � � EYEWASH COMBO 9201 O RETURN - WfiITE TITUS PAR - REVISIONS: TWO � � �2 COMPARTMENT - _ STAINLESS ELKAY CHICAGO FAUCET SWING O SUPPLY 2-WAY O.B.D. PAINTA6LE TITUS ML-39 SfNK 2 STEEI DLR-3322-1 Q 895-317-E3-GN2A FAUCET - ART JUST STAINLESS JUST CHICAGO FAl10E7 2 FAUCETS 24 ROOM - J-35-SSF DRAIN STEEL NSFB-154-18-RL 540-E3-GN2BH8 $� CENTERS IN O RETURN - - PAINTABLE 17TUS 23RL SINK WADE 5740 BACKSPLASH � ' 25 SHOWER - - � CHROME � SYMMONS PRESSURE � SUPPLY PAINTABLE ! 11TUS CT-541 Q � SAFETY MIX S-1-100-X - - - 26 ICS BA�XHINE _ _ STS EL�SS G8 M875Y _ _ �F SUPPLY 4-WAY - PAINTABLE z�T�s ��� R� _ VAIL M�UNTAIN �SC�IO�L HEAT EXCHANGER SCHEDULE � .� Vai , Colarado � FLOOR _ PROVIDE TRAP ' �.,��-� ZURN O OSA/EXHAUST FLOW RATE ENTERING LEAVING MAX. PRESSURE FOULING HEAT MANUFACTURER &* SINK p��ME� f Z_1901 PAINTABLE CS GROUP A4157 MARK S�RVICE 1YPE SIDE ��PM� FLUID TEMP. ('F) TEMP. ('F) DROP (PSL} FACTOR TRANSFER (BTUH) MODEL N0. REMARKS � - - - KITCHEN STAINLESS ELKAY CHICAGO FAUCE7 i HOT 130 30� GLYCOL 200 I 180 ( 6.0 � HANO WASH STEEL CHS-1716 54�-LDL8 O SUPPLY 4-WAY O.B.D. PAINTABLf TITUS PAR HX-1 SNOWMELT pLATE & - - _ FRAME COLD 110 50� GLYCOL 83 + 108 6.0 4•0005 1�200�OOQ GXD-012-L-S - SINK - HOT I 34 CLASSROOM �� _ STAINLESS ELKAY - CUSTOM SIZE J RETURN - - Mechomcol Schedules and General Notes SINK STEEL 36x42x20 O PAINTABLE TITUS 33R ( COLD � * FIXTURE EQUIVALENTS: AMERICAN STANDARD. KOHLER, UNIVERSAL RUNDLE� FIAT, STERN WILLIAMS OK EXHAUST - - PAINTABLE CS GROUP A8890 �uly 2�, Z003 TACO. B & G. PATERSON-KELLY. OR ACE BUEHLER EQUIVALENT DRAIN EQUIVALENTS: JOSAM, WADE, SMITH, ZURN Y� FAUCET EQUIVALENTS: SPEAKMAN, KOHLER, DELTA, AMERICAN STANDARD � " GRD EQUIVAL£NT: TITUS, KRUEGER, METALLAIRE, HART & COOLEY. ANEMOSTAT H OT WATE R G E N E RATO R SC H E D U LE LOUVER EQUIVALENT: PENN. DOWCO, LOUVERS & DAMPERS, RUSKIN NiARK SERVICE � TYPE SIDE FLUID ENTERING LEAVING MAX. PRESSURE FOULING STORAGE CAP. MANUFACTURER* TANK ; t TEMP.' F TEMP.' F DROP (FT) FACTOR � GALLONS & MODEL N0. DIMENSIONS REMARKS L x D DOMESTIC HOT VER7ICAL HOT � 30� GLYCOL 200 180 6 �-� WATER TUBE-N-TANK 2 0.0005 � 820 2 A.O. SMITH DW12-60 �� �� �SUPPORTAANDA ERT CAL FPDXY LINED 2 �m � COLD I WATER 45 140 2 6 � � HD66-1Q00 s6 x75 STORAGE TANK & DOUBLE WALL TUBE � $�VLIN � BUNDLE. TANK TO 6E HORIZONTAL. � kAT?E � ■ , � i Zi.i�Li � Consulting Engineers, Inc. I Yad (970)949-6108 loke tchoe; (530)550-7334 ����T 2003 , & G, PATTERSON-KELLY, OR ACE BUEt-iLER EQUIVELANT. p��, ��3�Z��� ProJect No. 75tt ot L �oiden Fro,wcts\751 i.�� Vcd „4ou�iem Screoi\751101\BGCE �odd�7511Q1�dX0i cwg Jul 23, 2003 .nrw bece c«n - - --- - - _ , _._ _ ` t DUCT HEATlNG COlL (HYDRONiC) DUCT HEATING C01L (HYDRONIC) DUCT � � EAT LAT WATER P.D. MANUFACTURER &* I i DUCT EAT (.AT WATER P.D. MANUFACTURER &� s MARK SERVICE NP� DiMEN510NS CFM MBH { �•F) ('F} (h1'. W,C.) GPM ROWS MODEL NUMBER � REMARKS MARK i SERVICE NPE DiMENSIONS CFM MBH �.F� �.F� t�. W �.� GPM ROWS REMARKS � t QC-1 A102 HYDRONIC 32x16 2875 80.5 65 100 ` 0.56 8.04 1 p6 CDRN-D CTYP-5W - DC-37 ' A212 HYDRONIC '16xi2 870 23.D 65 100 � 2.49 2.32 1 DS CDRN AN CTYP-T I � KLIPP CC�LUSSY JSNICS DUBOTS DC-2 A104 � HYDRONIC 14x10 900 25.0 65 900 9.81 2.64 � TRANE _ AC-38 � A211 � HYDRONIC 12x10 325 � 9.0 65 100 0.98 1.16 � TRANE ^ ARCHITECTS, �c. DB CDRN-N CTYP-T j � ! DS CDRN-N CTYP-T I � ! AA�r�ber.Am�ican InstAUfa of ArchH�cls OC-3 A100/A120 ( HYOaoN�c 16x10 400 11.1 ` 65 100 0.23 1.22 � TRANE _ DC-39 CORRIDOR HYDRONIC 10x14 260 8.0 65 1QQ 0.1i 0.90 � TRANE _ � DS CDRN-N CTYP-T DB CDRN-N CTYP-T wnr�rsq�ar�, 1S12Lorim�rSrn�+ ' Brid4e Lw�l,D�nwr,CQlorodo 80202 DC-4 A124 HYDRONIC 12x10 440 10.6 � 65 100 0.23 9.32 1 �ANE ! - DC-40 A208 HYDRONIC 18x12 ( 1000 �8.0 65 100 1.75 3.i2 � TRAWE _ _ � D$ CDRN-N CTYP-T i DB CDRN-N CTYP-T ph 3Q3-893-1490 (ax 303-893•2204 � DC-5 A111 � HYDRONIC 20x10 800 22.2 � 65 100 0.95 2•5� � 0� CDRN AN CTYP-T � - DC-41 A202 HYDRONIC 18"� �! 22Q0 49.0 65 100 Q.41 6.55 � OB CDRN-DNCTYP-5W t ! � DC-6 A115 � HYDRONIC 12x10 475 'l4.0 � 65 100 0.30 i.53 � DB CDRN AN CTYP-T - DC-42 A207 HYORONIC 12x8 300 9.0 65 10Q 0.17 0.87 1 OB CDRN AN CiYP-T i � DC-7 A140JA120 ' HYDRONIC I 18x12 1005 28.0 65 1�0 1.75 3.13 � DB CDRN AN CTYP-T - DC-43 A221 HYDRONIC 16x12 � 800 23.0 65 � 100 1.19 2.61 1 DB CDRN AN CTYP-T I OC-8 A150 HYDRONIC i6x12 780 22.0 65 100 0 88 7•21 � DB CDRN-AN Ci'YP-7 - DC-44 CORRIDOR NYDRONIC 18x12 SOQ 14.0 65 100 0.65 1.4Q � D6 CORN aN CTYP-T DC-9 A151 � HYDRONIC 1fix12 780 22.0 65 100 � 0.88 2•21 � pB C�RN AN CTYP-T ' DC-45 A250 HY�RONIC 1fix14 585 22.0 65 90Q 0.60 i.76 1 DB CDRN-N CTYP-T - � f � � DC-10 A352 HYDRONIC 16x14 i200 32.0 65 i00 1.22 3.39 � OB CDRNRN CTYP-TT f - OC-46 A251 HYDRONIC 16x14 i 585 22.Q 65 100 0.60 1.76 � j DB CDRN AN CTYP-T - COPYRIGHT 2002 t + Th�s documont�a cn instrument pf sorvice,dnd � ns sveh,r�moinc the prop�ry of the Archttecf. DC-11 A155 HYDRONIC 14x14 900 25.0 65 100 1.26 2•8� � DB CDRN-Ald CTYP-T " DC-47 A255 HYDRONIC 14x14 90Q 33.0 65 1Q0 1.26 2.81 7 �ANE - P.►imt��on for u�oF th�e doc�ment ts���»tted � DB CORN-N CTYP-T cnd can bs dxtartded only by wrttten ogreement i � ' � wrth K1tpp Golusay�snlu DuBots Archrt�cra,P C DC-12 $i00 HYDRONIC 30x18 3600 900.0 65 100 0.57 10.06 � DB CDRNRDNCTYP-SW � - DC-48 A252 HYDRONIC 16x14 1200 26.0 65 100 4.15 3.59 1 pg CDRN AN CTYP-T , � OC-13 6111 HYDRONIC 36x18 3970 911.0 65 104 1.84 i1.10 � OB CDftW-DNCTYP-5W - DC-49 6242 HYDRONIC 18x12 940 22.Q 62 � 100 1.66 3.04 � OB CDRN AN CTYP-T i , TRANE J � � DC-i4 8114 HYDRONIC 14x14 4QQ 12.0 65 1�0 0.34 1.34 1 DB CDRN-N CTYP-T - DC-50 B200 i HYDRONIC 18xi2 850 26.Q � 65 10Q 1.16 2.48 1 OB CORN AN CTYP-T � � DC-15 � 6178 HYDRONIC 12x8 2Q0 6.0 65 100 0.08 p•72 � DB CDRN-AN CTYP-T �' DC-51 � 6203 � HYDRONIC 98x12 850 25.0 65 100 � 1.16 2.48 � DB CbR�1-N CTYP-T � 1 , �� 3 DC-16 5115 HYDRONIC 12x10 250 7.0 65 100 0.08 Q•72 � DB CDR�1-N CTYP-T - DC-52 I 6235 HYDRONIC I 14x12 � 800 18.Q 65 1Q0 0.94 2.38 1 DB CDRN AN CTYP-T DC-17 � 8119 HYDRONIC 14x14 5�0 14.0 65 104 0.10 0.79 1 pg CDRN-AN CTYP-T � DC-53 6234 HYDRONIC 18x�2 �i 11fi0 21.0 fi5 100 i.96 3.33 1 OB CDRN AN CTYP-T i � � i � DC-18 I Bi40 HYDRONIC 14x8 200 6.0 65 10D � 0.34 1.58 1 DB CDRN-AN CTYP-T - DC-54 ; 8250 HYDRONIC 16x10 780 21.0 65 t00 0.75 2.37 3 DB CDRN-N CTYP-T ^ � , i � 3 I � DC-99 6150 HYDRONIC 16x12 780 22.0 65 1�0 � 0.06 0.61 3 �ANE _ DC-55 I 625'1 HYDRONIC 16x10 780 } 21.0 � 65 100 0.75 2,37 3 � i TRANE � _ � � DB CDRN-N CTYP-T ( � � � � DB CDRN-N CTYP-T ' � � I DC-20 ! B'151 HYDRONIC 16x12 780 22.0 65 10Q0 Q.88 2•2� � DB CI�RN AN CTYP-T - DC-�56 5255 HYDRONIC '18x12 1200 25.0 65 1000 2.02 3.38 � DB CDRN AN CTYP-T -' � � i DC-21 8152 HYDRONIC 14x14 900 28 0 65 100 � 1.26 2.81 � TRANE _ DC-57 i B252 HYDRONIC 20x12 i 900 31.0 65 100 1.45 2,72 � TRANE _ � DB CDRN-N CTYP-T � � DB CDRN-N CTYP-T I I _ _ - ' � � � - � DC-22 � Si55 HYDRQNIC 16x14 9Q0 24 0 65 10� � 1 3i 2 75 1 TRANE DC-58 ? 6237 � HYDRONIC 18x32 i 900 22 0 1 65 10Q i 1.22 ; 2 55 1 � pg CD NRAN CTYP-T I � ; DB CDRN N CTYP T { � ; I j j � 1 � i ; � TRANE � � DC-23 8138 HYDRONIC � 12x10 450 13.0 65 10Q 0.24 1.33 � DB CDRN-N CTYP-T �' OC-59 � 6230 HYDRONIC 12xi2 900 18.0 � 65 10Q 2.06 2.62 1 DB CDRN-N CTYP-T � � I � I i � DC-24 B135 � HYDRONIC � 16x12 550 22.0 65 � 100 0.56 1.71 1 DS CDRN AN CTYP-T ' OC-fi0 B223 NYDRONIC 16x30 830 24.0 65 100 0.79 2.43 � � DB CDRN AN CTYP-T � � ! I �.�, , OC-25 i B133 HYDRONIC 14x10 ( 450 13.0 65 100 0.24 � 2$ � DB CDRN-AN CTYP-T - DC-61 � 8225 HYDRONIC 12x12 460 18.0 65 10fl 0.30 1.30 1 DB CDi2N-AN CTYP-T � i I � � ; } OC-26 � CORRlDOR HYDRONIC � 12x10 200 6.0 � 65 10D � 0.06 fl•62 � OB CDRN AN CTfP-T - DC-62 i C226 HYDRONIC 18x18 ! 760 22.0 � 65 100 3.44 2.17 � I DB CDRNAN CTYP-T � � � ; � I i i E � ; � DC-27 B123 HYDRONIC � 14x12 520 15.0 65 100 0.43 1.53 � DB CDRN AN E -T - DC-63 � C222 HY�RONIC 18x18 � 1410 40.0 � 65 100 1.39 3.94 1 i i'RANE _ _ � ��_ s ,�1��� � � CTYP � � DB CDRN N CTYP TT �� �f i i i � � � '�� �'�i) I � �,�,! y} DC-28 B126 HYDRONIC 12x10 420 12.0 65 100 0.23 1.29 � � QB CD N�AN CTYP-T f �' DC-64 A231 HYDRONIC 14x10 320 9.0 65 100 0.93 0.99 1 DB CDRN AN CTYP-T ! �'� � � � 1 � DC-29 C'i21 HYDRONIC 22x14 1600 45.0 65 100 2.37 4.75 1 TRANE _ DC-65 1 - � HYDRONIC 10x1Q 200 6.0 65 100 0.08 0.60 1 TRANE _ � � DB CDRN-N CTYP-TT , DB CDRN-N CTYP-TT ..�t r_ r'': ••;� �,y"'� .% �1 ':� L�, �. DC-30 CORRIDOR HYDRONIC � 24xi4 1050 30.0 65 700 1.96 3.02 1 DB CDRN AN CTYP-T ' DC-66 I - HYDRONIC 10x8 200 6.0 65 100 0.08 2•2 � DB CDRN AN CTYP-T � ��+ ,„�`� � �� ; �-�r�lti'i` DC-31 C731 ! HYDRONIC 1$x12 3150 100 65 100 1.0 70.0 � � DB CDRN AN CTYP-T ' DC-67 - HYDRONIC 38x12 780 22.0 65 100 0.79 2.2Q � pB CDRN AN CTYP-T � � � ! � DC-32 C130 HYDRONIC 20"� 2530 84.0 65 100 0.75 7.07 � DB CDRN-DNCTYP-5W - DC-68 - HYDRONIC 22"0 2000 56.0 65 704 3.44 j 5.60 1 p6 CDRN-DNCTYP-5W , i DC-33 C170 HYDRONIC 24x12 1330 37.0 65 1D0 1.06 3.72 � OB CDRN-N�CTYP-TT I - DC-69 ' - HYDRONIC 14x14 � 900 25.0 65 100 2.08 2.50 � ' DB CDRN-NNCTYP-TT � E , �' I DC-34 � C150 € HYDRONIC � 20x12 1050 30.0 65 100 2.19 3.43 � D8 CDRN AN CTYP-T - DC-70 - HYDRONIC 26x12 108Q 30.0 65 700 0.79 3.0 � DB CDRN AN CTYP-T � i � � ,,, ( .r,.,�.,� ARCHfiECT'S PRO,IECT Nt1NBEf� DC-3� C149 HY[7F20NIC 12x8 210 6.6 65 100 0.46 0.6Q 1 ��'"� - DC-79 - HYDRONIC 14x12 620 18.0 fi5 10Q 0.30 1.80 � 1 + IRJi1VC � �0�� .O�Q DB CDRN-N CTYP-T ( DB CDRN-N CTYP-T �� DC-36 C750 HYDRONIC 22x12 1000 28.0 65 100 1.45 � 2.80 1 �AN� - DC-72 � - HYDRONIC 22"� 2000 56.0 65 100 3.44 5.60 � 7RANE _ �� � DB CDRN-N CTYP-7 { DB CDRN-N CTYP-T CONSOl1DATED CD'S JULY 21, 20Q3 '� TRANE. CARRIER. EQUIVALENT l, � DC-73 4 - � HYDRONIC 10x8 200 6.Q 65 100 0.08 0.60 � TRANE � _ ,.; � DB CDRN-N CTYP-T i "' _ � * TRANE, CARRIER. McQUAY EQUIVALENT Q $ 0 a � AiR HANDLiNG UNIT SCHEDULE ° AIR DELIVERY CAPACITY i EVAPORATIVE COOLING PREHEAT COIL * SUPPLY FAN AIR CONDITIONS WATER CONDITIONS AIR CONDITIONS WATER CONDiTiONS � COIL ' MANUFACTiJRER p�; MARK AREA SERVED TYPE ' V/l� fILTER & MODEL N0. REMARKS � CFM E. .P. � .L . WH EL CLASS R.P.M. �M HP�RI E A.T. L FT• �MgH GPM P�PE E FT. L F�• MBH W T.L.W.T� �pM �SIZE S�. AFTE PAX. F,Tr ' MAX. A!R IN. W.C. 11J. W.C. TYP ! AHU-1 GYMNASIUM I CV 11350 1.26 1.00 I BACK 1 1495 10 80 55 179 36 y2" I 52 94.6 387 180 160 39 2" 22.7 3 2 �.06 460/3 2" 309� � TRANE DOUBLE WALL R��' �IDw INCLItVEO � ANGLE MCC-25 � AHU-2 DINING CV 5680 1.26 1.00 � BACK � 1972 7.5 80 55 � i07 22 yz" i0 65 0 306 180 160 31 � 2" 13.3 ( 2.7 0 07 460/3 2„ 30% TRANE ���pOUBLE WALL REYISIONS: INCLINED I ANGLE MCC-14 ` " TRANE AHU-3 AUDITORIUM CV 10900 1.38 �•10 INCLNED � 970 10 1 80 51 173 35 Yz" 15 84.5 605 1$0 760 61 2Y�z" 22.7 I 7.6 0.07 460/3 ANGLE MCC-25 DOUBLE WALL � I � i � j BACK I •� •• 2" 309� TRANE AHU-4 CLASSROOMS CV 78200 1.64 � 1.30 INCLINED � i599 15 80 55 286 57 �'4 49 65.0 664 180 160 E6 2�/z 36.8 8.9 0.05 460/3 qNGLE MCC-40 DOUBLE WALL � I BACK � � .. .. 2" 30� TRANE AHU-5 CLASSROOMS CV 13200 1.64 1.30 INCLINED � 1342 15 � 80 55 210 42 y2 44 65.0 534 180 160 54 21Fi 27.0 6 2 0.06 460/3 � ANGLE I�ACC-30 DOUBLE WALL AHU-6 CLASSROOMS CY 14300 1.38 �,�p � BACK � 1351 15 80 �55 226 ` 46 y2" � 56 65.0 443 i8Q 160 44 2" 27.0 � 4.3 0.06 460/3 � 2�� 309� TRANE DOUBLE WALL VAIL MOUNTAIN SC#�iDOI INCLINED � I � ANGLE MCC-30 *CARRIER, DUNHAM BUSH� TEMPTROL. McQUAY EQUIVALENT Vail, COIOr�adO (1) MIN O.S.A. 4215 CFM. �lechonical Schedules ond Generol Notes - July 21, 2�03 � �iUDIN � ��� �AI�IZE � � Consulting Engi�eers, Inc. ` Va1 (970)948-6106 COPYRIGHT 20�J3 la�e Tchce (530)550-7334 Pro�:ct Na 75it O1 Denv�er: (343)278-3820 �bece.can i\Golden Prc�ects\7511 CO Vo�l !�lounta�n School\7511.01\8GCE Cadd\751 i01'wX02 d„g J�I 23, 2DC3 .,` � SNOWMELT MANIFOLD SCHEDULE ZONE DESCRIPTION AREA GPM ESTIMATED #_ LOOP PRESSURE REMARKS � (SQ. FT.) OF LOOPS LOSS (FT.WC} 1 GYM EIVTRY 780 11.0 5 36.0 SIDEWALK KL?PP CaLUSSY JENr.S DU$OIS 2 NORTH ENTRY 260 4.0 3 13.0 SIDEWALK ARCHITECT$, P G Membst Amor�ccrt Inatdute oF Arch�tads 3 SIDEWALIC 1960 27.0 1 i 45.0 SIDEWALK yynt+r$qunro, 1512 Larim�r Stnwt Bnctyo L�wl,D�rw�r,Colorado 80202 4 SIDEWALK 1000 14.0 6 42.0 SIDEWALK - - ph 303-893-199� iax 303-893-2204 --- ---- - --- ----- - --- - -- - - -- - - - ------ - 5 SIDEWALK 1900 27.0 t1 45.0 S1�EWALK � 6 SIDEWALK 900 13.0 6 35.0 SIDEWALK \ � 7 SIDEWALK 950 13.5 6 38.0 SIDEWALK � � CALCULATIONS BASED ON 1/2" DIA. PEX TUBING � 10" O.C., � 25'F TEMPERATURE dIFFERENIIAL, A�RAGE T�MP OF 95F� / � 50� GLYCOL/WATER SOLUl10N. 3/4" MANIFOLD CONNECTION, U.N.O. � / COPYRIGHT 2D02 Thts documen+is on Insrrurrront pf esrvice,and as such,romatns the propsrty of the Archttecr Permission for u�oi this documsnt ts Irm�ted end cun br rxfended only by wntten ogreemant 1 , wn�h KLpp Col uasy lenkn D�Bola Architects,P C. / � �, C . � � � � � � � / � � \ � ,, � �� � r // / \ ` \ \ � � � O / � � '� � � � � � / � � � ��� / � � � � , � / �/ , � � // / � \ s b � / �� � � "'� � � � � o \ .ii � \ � i� \ / // \ �� . � // � � � � / / �/ � � i Cl / r \ � � I � \ i � \ � SNOWMELT / \ � ZONf #2 , \ � Jr�-=��`� �1��'" .,.� SNOWluIELT SENSOR. / r� � 4.n ��,uJ --._ � � � � `' ~ �'1 � '' � 'I�/z� SMS/SMR. REFER TO / 4 \ / li yi! , SNOWMELT '� SHEET M2.10 FOR � \ \ /� � '�� { — '� — „ —` CONTINUA710N. , —� a ZONE #i � � �j � r , ��r rr — ���_ l��_ �-� `� \ � �l j" r+j � T ��`3--�►' = r� _ g SMS ,_---� '� -� � 4 \ / / B ! 1!f �i 'i ; i r`-----'`--z---M�-„� ` � � --�'��_ .-'�'�. � ,f,�r'r � f � r J ! i tlr ���� �--- z ____-� � ''1 � � � � � / k � r i�r 1 �� f�, � 1 � � �r � `� i =� �� � � r���� ��j�f � \ �� / ' " 11���___�__ � j�l � 1 I :� ' 1 �� r ! � ? 1 � � �� \ ••` r c� � /� � — j� 11 � L n � ��, � r` � �;;.� ;u \ � �,, '° / \ j ~ � =-�--_-_�_��___�'_ 1`' �r I I �� 1� -�� -.. �� . � � ;,f��' � \ J f � �r � � 1� SNOWME T � t �' � � � ` / ` J � E i L�--L � ��_�-� � ( MAI�i1FOL� �4�, � ' j I '_-- �""' ;� � \ \ ,� "� � � � /� � � L� _ � `' ¢ �f 1� `?s'r � F -- —^ `— —' I � ` +' .Y � L �•o ! � � ,,+ -- ,�y`�.).i,.t� * � / +� p '' ^�o/� • � .- / t,: E�r \ � 1 � - .�'�~ ���' ,~��YT� � � / � � �i 1 , � ; � ; � SNOWME T � �r ��—--� �f ' � �, :� � ! � ° —� � � � � ���i �� ANIFO #2. • � � ___--_-- � � � ' j��- ��,... � � � / ,�f c-- � , ��, � -:�an � � / � �� � � , C� \ ' ` � � =I` \�• � — �(' 1 / �. \ + + ! + � r t �f �� J \ ' -� � ' � l �' —j _____ ��e.�' .� ; � \ � �- � ' r SNOWMELi' � TI � � y� °l. � r__ —� r � d r---� .,� x �� + I � / � '� ` "� \ � J MANIFOLD �7. ; ' n i' � _ � i � � + � ' � � i � I y� �j� � j � � � -� -�---�,-_ � e.1e.d� �.o�.! �,:�.! r:�.? i + � � � \ � —`1.__�` �^ �� '�� ��.1;r..� �•�., , � � � � � + + � � � � `� '�' �' ''� �� �° ------ _ � r-- `—� ' � // / +, � mas.e�u+�. �E�...� .1 - o• � ,�' h �' � � � \ � � 1 ... �..�.�.+..r«-...�..�. iN 1 � ° + / �i,� T"� � _....—�-- — —_ ` _ + �t� � � — — L ^ � � ' " .' �-- j� � � d� � / / + •� ��, � ,`2,���j,'.T('—=��� �`\ a �r- Zr- -u--�� —r— � '�, -- - � / / ' � � ' » I'Tl. 7 °2 » ` �� � 4 - --�- � ; / ,.��;, �. dd �-2 a �� � -� .. . au , — —�- — � � / \ �• � . ,� . . . - (�— i �„p ' � � c� � \ ARCHfTECT'S PROJECT NUM� ��__� Q / ` SNOWMEIT �` �""_ SMR r t ---�- ' � �� � ZOO� .OZC� ( \ / T t 1 l � ' r a � � � � ` MANIFOLD �I — — � ��t a #6• �� SNO1Mu1 __ _� •� t 1 ISSUE: ! , � � -- ` � � � � ...� t , ! � •�� � p IFOL�#3.� —ti---.�-- — — — � ! � , CONSOIJDATED CDS Jl1LY 21, 2003 � SNOWMELT � �> <O', Q"�, � �/� 1 � � SNOWMELT MANIFOLD #5. �.` , ;°� 3°SMS/S�AR. REFER 70 `�' SNOWMELT � -- ``� �/ CONTINUATION��� } � -,�s�' SNOWMELT N ZONE �7 ZONE #6 SNOWMEL7 SNOWMELT � ZONE #5 MANIFOLD #4. SNOWMELT , --- --- .: � : � � i ZONE �3 � — —� ' � i i ^ � °' I � � � J SNOWMELT o�awri. � , REVIEVYED: ��yy i I RE111SIONS: f � VAIL MOUNTAIN SC�i00L Vail, Colorado t�ECt�ANICAL SfTE PLAN SCALE• 1" = 40'-0" Mechanicul`S�te Plan July 21, 2003 , i , �si'i V 1J11` �i� � ��� � . t Consulting Engineers, Inc. Yail �970)949-6108 CppYitiGHT 2003 Loke ohoe 530)550-7334 pro�ect No. 7511 01 Den�r (303) 78-3820 Kwn bgce com L\Gol�eri Pro;ects\751100 l�a�i 1�1oun+o�n School\?5i1.Of\BG�E Cadd\75i14i�;;Od��g dul 23, 20C3 / I � SUBMERSIBLE PUMP, ZOELER MbDEL s ' �"""°"'-""-� 53 OR EQUiVALENT TO PUMP 20 GPM Q '� � � AT 10 FOOT HEAD LOSS. PROVIDE . � ' ' ' �LE�i1I�R ELEU Tn I� MACHINE ROOM Tp IfVpICATE PUMP �-------._....-------� /�u n ' f ; �� AL! III'�E FUNC�ION. � � A026 r� � � ; —��.� �1024 r I�LIPP COT.USSY JEA*�S DUBOTS � ARGHITFCTS, P G ' �-�R-I�l �- --- _ O.T.S _ ----�------------- ------------------------------------------ ------------------- - ---- - ------------------------------- -------------------------------------- ,' __�O�� M.mbsr Amartcnn Irrsntute oF ArcMt�a ; ; [�(�r�� Wnt�rSquoiti, 1572Larim�rStrost �{ I : 0.i;.S ��,.'" 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REFER TO PLUM8ING FIXTURE CONNECTION SCHEDULE 2 V UP 3 i �'+ q��7 '� REFE TO f�IAGRAMS�,� ON SHEET M0.1 FOR CONNECTION SIZES TO INDIVIDUAL � I , 1Ya" 140' HW DN ,i �JN HEET M4.10. � I FIXTURES. REVIEWED: �'pyy N �,,, ' i l i „ , , ( � �a� j� � � � 3. REFER TO DIAGRAM Q. SHEET M4.11. FOR HWS/HWR N ° i �: �� W �P• / PIPING TO DUCT COILS. . � . � � „ � I J N � ' ' �,� � I� o.--W I 1 i 1 1 b�"W DN. I REVfSIONS: ' ! �, 1 1 6" ' ' ' ' ( I � STPGE I� STAGECRAFi - i � I V � i Ai35 �� A�?s -----� � �, � I � i �OMBINE FlI2E/DOMESTIC WATER Q r � � �ENTRANCE (REFER TO CIVIL I � � � I ,i �DRAWINGS EOR CONTINUATION. � i ! , � I �i � J I I � , � �� � �; � ' r� � � . , , I , , � � t , 4� � 1 4 . 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I fl���� 11 � (j i r � � I r� ___� �� //�� � I � j � � 11 � �1 f � � �� �/ � lf �� � � � 1 �� � � � j � f1 ' j �` ' % � \ \\\� � +.••• � ' 3 , � + 1 �'r � / � � � \, � j � � .Y r I , � � „ f� ; ,, , ,� ; ,� l i !.�• , DOMESTIC WATER PLAN � � �� _ � . � � , � , , , � 2 +r Si R � r 4 W UP TO ECH�iJICAL R FER TO DRAWING 7, SF#€ET M5 �r � , � �I SCALE: 1/4 - 1 -0 j� � i MEZZANINE EVEL�1 � �R SIMILAR WASTE & NT ISOM�TRIC � / � � � REFER TO DRAWfNG 4, SHEET _�` 1� 1 „ !r„ �� D DRAWING 3, THiS S�hEET, FOR; � , d �� J "'� ,� M5.11 FOR WAS7E & VENT IN -----�_ 2 HWS/H UA, � CW i S MILAR DO STiC WATE PIPING. � � � � J 7NIS AREA. ~" __ � AFL'�• j � � � � � � 1 , � � ` j � � � 11 � o^��` ~ �f � ' _ 2"HWS/HWR UP,t2"CW �� i � � � 1 I � / j (� J ;!� � P2 6 �� f C 36'�� SOUitD'� - _ _ TO AHU ,�. Jt �1, ; i , j � 1 1r __�� � � �' SYSTElA '=-=-�� ' i ( r� j � � f ■ P5 r C145 CCRRIDOR '- �� �� r ; SP-2. SUMP PUMP, REFER ��j , v ���� , � C14C ! � �. --- �p j ( �, � f ir � TO DIAGRAM QL , SHEET M4.10. , �', P�� � t � ^ " ' -- _ _ j ( � j � J r 3 l,' C � Ci4 � ~� N ' � �-�5 �j ° ~a �' -- �� t a � P19 � r R r 4 ,� g no Rt - �__ ___ �_ i� � � � 2 �� ,. � � = W�.� P1 1U `1.:� � __ �r , � R�S'CO�Eit�_..� � 1 C.O.T.G. �_� � `Q2 1 CLf�1�61NG '1rH�l - ==_ ' i'� BOYS SH041'ERS �i j� TO ��EC , 3�i" �� 100 �� � 1 ^ ;t J 2000 GALLON GREASE n � Ct i ~ �3 I! e � j ���� ' ( / ��! ' �U ~�� 1NTERCEPTOR. REFER TO �� � � ~ .. � � :--�� Ys pc-� � j Ci1P ` r- � � c ! NOTES. DIAGRAM �. SHEET L�/ 2 2 - � � � ' 0 � j _J �j P10 1 � �'( �� ,� f �___ � ' � � M4.1 Q. �� � , r� � - j � 'L,.2»" r �1 � � 1 `� �� Z �25 � ���r'i' S���j f 1v `� ( "'----�., 1. REFER Tp PLUMBING F1XiURE CONNECTtON SCHEDULE ��•� � M �:=:`�c ' `--� 2 P19 1 �� � � � r� �t ON SHEET MO.i FOR CONNECTION SIZES TO INDIVIDUAL � � � 1 2= � � C172 OFF�;,E ' � FIXTURES. 1 ��==-r 1 v r--."� J � ��-y "`" r �i�l.�- 4'rERS / • � � t i � + � > > 1 � r � �j�' ' 2. REFER TO DIAGRAM OO , SHEET M4.'11, FOR HWS HWR 1 � i j ` �� ! P8 Yz � '� � � �� /jQ CONNECT 2"V TO ( "--�'� i� ; % PIPING TO DUCT COILS. / � �.� 1 1� - Jr LOCitER ROOM VENTS. �1 � FOYER � �� 3. REFER TO KITCHEN CONSULTANT DRAWINGS FOR J � f � � ' 4 ^ � j r ��r (-- � 2 � 2 jr (,l� � P2 ``_, �k'��� � � C11�J � EXTENT OF PLUMBING WORK. �L. � �lrk.• � ,, � i � al , � � � ��: �.�, P2 REFER TO DRAWING 3, SHEET `�,[� �'} �� �,1"�-�_, !1 ` i u 1 ' ' + ��. 3 � ( ! i� j,a R1�0 �+r i � + � M5.11, FOR WASTE & VENT '4' �'�ti T � � � � � � � 4 j ' ( �� r y F'sTh�S$ ROQRR j _ % ��� F r=---� 1SOMETRIC AND DRAWING 2, -� `��, ; �� � � � � � � � � P10 Ci 1 p O �� � THIS SHEET� FOR DOME5TIC � ,� � � ! � y��_�� � WATER PIPIN�. ..., � 1 f �" � � , � � � � � —H� ! _ ��i ' � .t � i � � y �p � � ,� ' 15 3 ' � "'-----� � + ' 1 � � � H4VS < < 3" 2r " � �� '�°� t � -�p � - �f"y � � I j � � � � 2 ('� �l ' J —�— � . n �.�_ .�. � �� T � J � / v � f � F 34 O � �_, � � � . i � � � ,� �.�HI }, ,,���%''�,�l'� -��- n �' �% :7T i � ' ���. ,�.�,�- j' �� �zsri�u�E j ; , ' � � , �- � 1 � � �.,r � � 1�iCW IYzW & 11�iV � �` C�42 ' � � T01 � , �... , � � 1 .� ,. ., �. �.. �_�r � C�H-1 J 3� ' ' � D�Y^ � ." � �� � r r� 7 ' � ' �1 �'� f ����.� ��"�"�-..� •• � , �+ S ORfi�F „ . 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S��T/A��G�����A(R�EA TO BE SUPPLIED W/ T_____—_____ � ____�_ _ ______ _ _ ___ _ ..-_________ ___ _ _ _____ __� _ _-_ __-rJ3J3JL�.-lYl7JWx1L.lJ _ ______ _ _ _ _ � _ _ __ _I _____ _____ ___ _:,_._____ . _-_-_ j � + � �VX�U , i —_ , _—___—_—__—_—_—_—_—_ I �� � i 'f �O„� ---------- ------ -------- 10„� ---- — -- — --- I � � ' I S � � � I --------- ------ — ------- ---- --- , -- ---- � Ci n I I i f � !i � i - ------- 22°� _ _ � � �nl { I r I1 I � 26x12 SA Dl7CTWORK TO SERVE STAGECRAFT � � i ' t� � DC_68 " ���� `��?, 26x16 ♦ � i AO ' AREA. S7AGECRAFT TO BE SUPPUED W'/ I , i I � ! 22 sa _ � �- +� � I X � � � I � .,. �_-,� I 1 �i nnR MOIINTFf1 fIIFFl1SFRS f ARCHtiECT'S PROJECT NUMBER: --- L--- ` — -- I --'---- — � _ �� � �.y --------- — --- �`� —�— _r—, ��' ------F�S --- ----- — .��_ _.�— -- � — ��� --- — Q.T�S _ � f --- � ----- � ----------------- � ----- ----- 2001 .028 -�-- ; -- -f-- - ---�. — - ------- - -- - - - , -- -� ---- , - -}- , , � r � � x , 8 -o � �: i � -------- ------J � � � � � � � � i I CONSdItDATEO CD'S JULY 21, 2003 � 1 N ��`����.�� �r �� � ��� � � , 1 22"� SA DUCT UP � � rr�p In�p � 26x12 ' I y � � lN CHASE. 1 1 I�V;R1�,1UUll ( � ! � - 5+��� 100 N �-� i00 -7 � � ,�} � v � � � I � NOTES. � I x I I , --- ,� � � � A030 — U ,—� . IU�� � � 22"� SA DUCT UP I � ' 3 „ �� � , I �- � �ac_7� , IN CHASE. � I I , 1. ALL S.A. DIFFUSERS 70 BE TYPE A U.N.O. �2 � I I FEC 1 �r f 1 � -D f � I � � 2. AU. R.A. GRILLES TO BE TYPE °B" U.N.O. , I I � ' �--- '�--��., � I { , 1 ' I ' ► I � " � I j � ; Q1 - ---- - - f I . {! � 10x10 ' � • � ' DRAWN: JWF � � I � I I�_'_ 'i � ' I � , ; �� __ � � � �� � ; SF_1 SUPPLY �AN. SUPPORT � I FI T ��I , I ' � ' / � � I � ' FROM STRUCTURE VIA SPRING UH_2. UCJ1T " MOU T ' � I ; I I ( L__ � ; TYPE VIBRATION ISOLATION, (� � FROM STRUC �!A VIBR�4TION ! I R��' M� � r---I � /�--�---- TYP. --- � � �' ISOLATORS � DIAG AM LQ . , � I PROVIDE A PACKAGED COMPUTER I � � r+ r � I � � � � � ( ROOM AIR CONDITIONING UNIT. UNIT , •-•••--••-----•-- �-- -- 1 I r L_.r--`-- - - �BE� I I TUBE � SHEET M4. 0. � 3 ' -L"__J PULL � AOvS � ISHALL BE SIZEO FOR A 4 TON LOAD� j . � i i PULL � I �-1, MAIN ATER) ; � REVISIONS: � UNIT CONDENSER LOCATION TO BE � � r � PUMP. � I COORDlNATED W/ ARCHITECT AND ' i I 1 � s �� I � � ' � ' SPRINT. UNIT TO SE LIE$ENT MINI- I i � � � o ' o ' o � _ I I I I O.T.S � � � M A 7 E P L U S O R E Q U I V A L E N T. , ! � � IL`� j �g X�p � 1 I I � HX-1' SNOWMELT HEAT EX HANGER. � , i � � i � � �� � � � ( I � ' R E F E R T O D R A W I N G 1, S H E T M 4.1 0. � i I E Q U I P M E N T � � . ,� 0 3 4 �, ; A�3 6 � — ; B�I L E R .�, � � � i � � � � RESSII�G ,; �, , ;� RE ING ,,-- . , , , , 0 1 � ROON ' � �� � �f�l --.--- � � � ( ( � : ROG�� 4 � .��:-- — ' � -- —�—� ► q0 ��� F. --� _-_ � x � ; —�,_-�--;� x � I ' � ' � ' I ,�-- ------ —+ �— ____�_J ( ; � ; , , � I 0 { : � _ � ��7 - � I I A032 , , , , � � , � � , �i033 y ��\ � i � � \�� � � ; �35 ��` �� SUMP PUMP � BOILE � �� � BOILER �' � � , I ' 1 FUTURE PACKAGED C OOM � ; �_ �__�-� �___-I' —a.. � -- --� � , � � P- SNOWMELT PUMP , ` AIR CONQITIONtNG UN T. 1"SHALL 24x24 � 24x24 f �I : � —� ' BE SIZED F�R A 4 T . � ; � � p X — ,� , ; , ; a.T'S : ; ; � � � 1lAIL I�011NTAIN SCHDOL ( I � � O - � �I \ �SALT STORAGE ! ; • ; f ( i ! � � � ; � � �I �� / � ' ; 1 ` � DOMESTIC WATER � ! � V�11�, Colorado I I i i �� '� � i E E j � HEAIER. 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CZ23 � �� � �� � � �j � 1 � D�CTWORK. � �I � ' ;; CONSOl1DATE0 CD'S JULY 21, 20d3 ' J r , � i � �' 1$0 � � � STCR �� � i r� f J � , � i 24x24 � � r 18�8 E� � ' � � ;' / 1 �I -__ x{� 2�X ,`` " DC-63 SHOWN IN MEZZANINE. ) Jt � N � � r ] � � � � tl 1 ' �� � ' 1 ' � �� � � ' �C ?— � :, , � , � � � j i� � ! i ( , � � a !'/1 ------�..�,� ) j . f� J' f ' � d G'�LLER 1 W � / '`---�_-�- ! ! �� r i % ; � � ' �- -- -- --, C221 `'------�_ ' � )' J � r, �r o �r o .r a '!5x15 ( � ! � �n � � ' � J �--- --�'-'�.,-�-_�- .-..�._., � ' � J 1 I M M r� � r� M i �— , � f j � , . 1�--_ , ' 1 , � � NOTES: o�+�: � J ;-;�1-.�__ �� � � , � I ; � � � ; l ' '-":'_i ``�--��� j I I ---- ' --� ----- ----- � -�-_L- i. ALL S.A. DIFFUSERS TO SE TYPE "A"; U.N.O. � f 1 , ! � r— —r— � � ' ._.-..__..___..`�```�-�-----....._.. � , l ' f " i i . 2. ALL R.A. DIFFUSERS TO BE �YPE "B'; U.NA. ��: �� ( j , '�`�---`"'~---_... ! ; / j � i i i , '�----- � ; ' � � i 3. COORDINATE DIFFUSER LOCATIONS WITH r , ' �""';-�-.;....��� � � � ry i BOh.RD/ i ARCHITECTURAL REFLECTED CEILING PLAN. � � ( ; ------..._.._._ � , � � � � c �ncE Ru0!d � REVlSIONS: � , ' �"�" � '"'--�---._.__� � '""'--• iI i �2P2 i � 4. REfER TO ARCH. DRAWlNGS FOR MOUNTING ! ....,._..__ � _..._.. � � , � -�-.. - '• -•--H i � � i HEIGHTS OF GYM AREA GRILIES AND DUCPNORK. � J ""------� s ;i � d x d x d x � � � , ( z._d..._; +`_'' =—_{-� c� ;° � M d ;° i - J .� , . � � . , --�_ . I � � i 1 � � . , -�._ . . r .._..---.;_._ : --._ � � t � , - ------, j �----- -----J ' ' ' � � ! ' � I I j 1 , , - , , ( � , , , . 1 j j , -.----_.------.-__._ � � � � J � , � 1 < < , � � , ' ' I 1 ' � � � �' ' � ' � � ` i ,� � r ; I � VAIL MOUNTAIN S�HO�L � � � j � Vail, Colorado I 1 I � , � � I I� 1 , ( , , r � t I j J t , � � �+ I �r � � ' ► I � ' , � � , � � � ; � I ' � � I , � � ; � ' � ' � � � Upper Levd NVAC Plan - Area C ' � ' I Jul 21 20�3 1 � , ( � y , ( � ' �REA C , � co c� N N . . . f�VAC PLAN — UPF'ER LEVEL /�REA C � � � „ _ ,_ ., . SCALE: 1/8 - i 0 v ��� �`�� �- W B � � ? �AI�ZE �' � .,,� NORTN � �(�� �� f�� Consultiag Engineers, Inc. 1\ U� Val (470)949-6108 COpyRIGHT 2003 � Loke Tahoe• (530j 550-7334 Project Ho 7511 01 Denver: (3U3)278-3820 vnrw bgee can L�C�oicpn Prt,�ecis�75�t OG l�an 6lountcm Schcol\7511.Q1\BGCE CodO\7511Gi11:{31,Gd�a J�I 23, 20+J3 s 22x12 SA DUCT dN OUT OF MECHANICAL MEZZANINE. REFER TO DRAWING 1 SHEET M3.11 _ FOR DUCT CONTINUATION. KLTPP COLUSSY JHNKS DUBOIS 46x26 SA DUCT DN OU7 OF ARCHITECTS. P c MECHANICAL MEZZANINE. REFER � ,�/t TO ORAWING 1 SHEET M3.1 i ' �-7' FOR DUCT CONTINUAl10N. ate""b� ^"""`°"i"s'n"'°°�'°''`�„'°`" j �O 1 � Whi�r 5quner. 1512 Lanm�r Strwt � ,�` �� H+�dp�l��l,D�nwr,Colorqdo 8�202 � r`\ ph 3Q3-893-1990 fax 303-893-2204 � r—__ _ � � �� � f ------_ — �___1y yi 4sxzs =�� j X . = , , - - , . , � � ; r- _ _� � r �z � j— �'_' — i 24x48 ! 1 3 � � EXH � ! H _� 36x30 t ��e� � 48x4g G ! � `--' � _`_— �'~� 2 r _ i — L--Jr � 4x48 �� �� r`__��__ 1" � i COPYRIGHT 2002 �1_� i r r � 2" � ' � ` ' �'-� XH Thts doeumertr�s v��nsrwmsnr of servics,a�d � � i 1 48x48 G os auch,romoins tF�e propsrty of thr Archttect. 1� I � � l ! � _' �y r Permtos�on for�aa of this documsnt ic I�m�t�d ' ! ii pnd con be�xtended ortly by wHtt.n oflreemont � � `~ t with Kfipp CofutsyJvnks Du8o5s ArchNects.P C. iz! ` �`$ � � � - � _ _ �� , r +_ b �+� 2Yz°HWS/HWR AND '!�"CW DN J� ; '"`-� � 1 1 - � , --�,.� 'j � X -,. ; t 1'C� � C i ( � � • r � � '�---� -- r �-- , • - �rv— � � � 1 H� �'��— , J ~'-34x18 SA DUCT DN OUT OF �. ,,,� f- i � j M E C H A N I C A L M E Z Z A N I N E. R E F E R � ��� ��"'=- �, 42x18 � � 2" � ��_ ) T O 1 7 R A W I N G 1 S H E E T M 3.1 1 --_J � FOR DUCT CONTINUAl10N. -7j� ,! � �� I � �� � ,' j 1 30"x14" EXHAUST _ �� �i � � 1 1 � � ' / DUCT ON. .RI _ � f , � � � � M� L,��!I�� i---, � � 1 � � + 52x32 EXHAUST 32x18 ���0 � / 1! �X� G i DUCT DN. J i 30x24 � . co � Q � o �- � � ' EXHAUST FAN FF-1 IN VERTlCAL. � _ � MEZZANINE LEVEL MECHANICAL PLAN - AREA C 1 „ _ , „ SCALE: 1/4 -- 1 —0 -� ��`.�.. '' ��1 i�t��Z � � ��� r - -- - -- r�' �y t� '� ' ,��rt .,, .i � ''��s � � ��, ��� ��ry,� ,•,,U �r � yh�4�� �_ � I M x � � 52x32 � 54x32 � 1 � ��"cw T� FVAP r(lnl FR � �, �— � 1 � ARCHCfECT'S PROJECT NU�i6E{� M- - _ ----- -- s s zoo� .02$ 2 HWS/HWR TO AHU-6. � � ,/� � ' f' � � � �ssu�: � � i F–�� � ' CONS4UDATED CD'S JULY 21, 2003 � �'�� 18x18 S.A. DUCT DN. � �—' � � F-1 � X --------- ----- � € - _ � � 2Yz"HWS/HWR TO AHU-5. 2Yz"HWS/HWR TO A4�f-4. �4 N � � ------------- c-L—HWS � � � �= 78x18 � � � � �� -`HWR � ----------- -� C1 � � �j � � � � � 1 CW TO EVAP CO�LER.� — � � ---- �� � r—_—_—____ --�._..°-�.'• ������� � � � 1°CW TO EVAP COOLER. —"------- 3 ,a, d '� _ 50x38 DN. 1NT0 R A '� ; : u u u � N DUCT. � � ----------- . �--------- I --------._.. AHU�, I ------ � --- --------- ----- — � i � r --------- � � � j DRAWN: ,hyF � I � � I � 56x26 � � � i 6 x32 � � � ( � REVIEYlED: / � � / i � � I � x32 � �IDNf _.___-------, ,--------- -- --------- � I � � 1 60x22 I � -- ---- - � ! 1 i � � i � � RENSIONS: � � ------` i i ' -- ---- – ..._....---•-- –•--- ---------- yu �� +J{CAL x � - - � MEZZA���INE DUCT. DN. WTO R.A + � �,i {�IVI � " �' X , � ------ UI ZZAf�I� 'E Po� �HANIC,�iL EF-12 � I / C325 � E � � 9EZZINE --------- � 58x32 B343 � EF-3 IN VERTICAL 14x10 EXHAUST DUCT � �3�� -------- I DN. TO EF-5. , , ` X � ,8x,8 , ; , ��—� __ — ` 38x18 VAIL MOUNTAIN SCHOOL 1 � � � i i r — — ---------- „ � , �, _�_� �_�_� � N Vail, Colorado _ 50x30 �N INTO R.A. �UCT. 28x18 SA DUCT DN OUT `n OF MECHANICAL MEZZANINE 18x18 S.A. DUCT DN. INTO SECOND FLOOR CEILING. � 52x24 REFER TO DRAWING 1 SHEET M3.15 FOR �UCT CONTINUATION. I�ezzamne level #lechonical Plans July 21, 2003 I�EZZANIf�E LEVEL A�ECHANICAL PLAN - �4REA C N�EZZANlNE LEVEL t�ECHANI�AL PLAN - AREA B f�EZZANINE LEVEL NEECHANlCAL PLA�J -- �4REA A .. � „ _ , „ SCALE: 1 4 1 –0 � " _ • " � " _ ' " / – SCALE: 1/4 – 1 –0 SCALE: 1/4 – 1 –0 �1 � ��� ���� ��zE �° y Consulting Engineers, Inc. Yo0 (970)949–fi108 COPIRIGHT 2813 Lake Tahoe (530)550-7334 pro�ett No 75N Of D�vx. (3U3)278-3820 «�..bgee com L•�Go+den Pro;ecls\751i3OD 1'ad l�loun±mn Scheoi'�;511 Ql\BGGE Ccdd\75i10?I�327dwg Jul 23, 2003 ELEC CONDUIT TO ADJUSTABLE GRADE CLEANOUT AND ACCESS ENCLOSURE WITH ANCHO STARTERS. FLANGE, HEAVY DUTf TOP, AND VANDAL PROQF FASTENERS, ZURN, SECURE TO REINFORCED Z-1400-HD-KBRASS CLEANOUT PLUG W/COUN7ER SUNK HEAD. WALL. COOR'D W/ G.C. - 24" C.I. MANHOLE COVER. ADJUSTABLE CLEANOUT 16" �CONC. PAD CW TO IRRIGATION � AND ACCESS COVER TROWEL SMOOTH BACKFLOW PREVENTER � ZURN �B-1400. TOP OF REDUCED PRESSURE 7YPE � pOP UIT LI EOR� COVER 70 BE FLUSH W/ & EDGE. WA� # 09� �. } ' ' _�� ����� � TOP OF FLOOR. FWISHED GRADE 3"CW TO 8UlLOING. (�III ( �°�° � �° �� ° °� ` °� °° WATER METER WIiN REMOTE a op °°�,o; 6" �o o°° °°�a� READO�T, 2Y�". _ , e o D oD o,D � � °� op o ° � I�.LIPF' COLU3SY JEA�ICS DUBOIS 4000 PSI CONCRETE RINGS D � eo o�p � � oD S A R C H 1 7 E C f S, P G WALL MOUNTED WA7ER REINFORCED W/ 6/6-10-10 WATER SERVICE SHUT-OFF RELIE� VALVE-PIPE INDIRECT TIGHT JUIVCTION BOX. � �N/ WIRE MESH 1 8 C.I. BEN� / VALVE. + (��I TO FLOOR DRAIN � 1 8 C.I. BEND ` Ll �' M.mt»r Amoncan Inselturs of nr�cFntacYa LOWEST INV. _ ' ��ALANCE OF PIPING CW SERVICE F�OM MAIN. o HIGH WATER ALARM . � ., SAME AS CLEANOUT C.i. WASTE LINE. SEE DIAGRAM (P� � d d Wnter Squan�, 1572 Lartm�r Strwt SWITCH. 70 GRApE. �-'"--Da-- , srdss L�wl,o.�,,,,,c,io,oao$020� .�.�. LGTH TO SUIT. a I f EMERGENCY CUT-ON � � i ., �� ' F1_OOR CLEANOUT (FCO� SET PRV #9„ d pF+3�3-893•1990 fax303-893-22G4 SWITCH. .�,, . �50 PSI.. 3 . � PROVIDE FOLLOWING OPTIONS AS APpROPRIA7E SLOPE DN � 1/4°/L.F. - - --- - -- - - - - - STANDARD CUT-ON ALL FILL BELOW LOWESt TRENCH CARPET MARKER - FOR CARPETED AREAS. "'-`- PIPE TO FLOOR DRAIN. TO BE WELL COMPACTED SWITCH. �'_p° EARTH. SQUARE TOP - FOR CERAMIC TILE OR WASTE IiNE N.C. PRESSURE REDUCING VALVE MIN SIMILAR SQUARE PATTERN FLOOR. SET PRV #2 � WATTS #223, TYP. CUT-OFF SWITCH. + FLASHING CLAMP - FOR ABOVE GRADE �FO PSI., 1 . _ � _ WATER PROOFED AREAS. 1/8 $END IF CLEANOUT Q1 LOW WATER LEVEL ( OCCUaS AT END BY-PASS VALVE CUT-OFF. OF LINE. CLEANOUT TO GRADE [COTG� ,� SUMP PUMP DIAGRAM CLEANaUT DIAGRAMS NO SCALE DOMESTIC WATER ENTRANCE SCHEMAl"IC � NO SCALE O NO SCALE O BACK-DRAFT PREVENTER. �III� li _ COPYRIGHT 2002 ���� � BOTTOM OF SACK- 24 GA. GALV. ROOF � �II �II II _ I Thia documont ta on�nstrum�ni of servico,ond I JACK W S" FLANGE „I�I- _ ��" '.� I: os such,,�mc�ns the w DRAFT PREVENTER �II I I 1I� / IIIII �_ _ - •�I�L==��.� I �I P 1�°''�Y aF th�Arch�iect. SHAU.. BE 2'-0" BY M.C. 5ET IN I pe�mss9ron for vaa Of thfs docum�nt,8 I�m�ted MIN. ABOVE ANY PLASIIC CEMENT = � ortd con ba t,�tertdod oniy by wrttten ogreemenf BY G.C. IIII '� r,.���Ku ,s,. ROOF WITHIId 10'-0". `�FLASHING _ ,� � .e , pp COIu Senks DuBo,e Arch�tacta,P.c. z Z • � ROOF � � PIPE BY M.C. = �°� �_•° _ _ �III �I ��I ,a• • � . .> � �•e .o c° N 24 GA. GALV. I - = = .• ROOF STORM COLLAR BY = -- -' = UNDISTURBED-��I �� -' ' M.C., CLAMP IN SHEATHING , PLACE & CAULK EARTH. WEATHERTIGHT. '• BEARING AREA� _, BEARING AREA OF BLOCK IN SQ. FT. � FirnNC!�E & so� a5N 22.s� ��s� DOUBLE WALL .1--FINISHE� RO�F _ ° _ . FlU E. FELTS Y G. _ . . � °; ai� c��o otnc ac�ao o�rvv ocna � -II�I I�� ° ,. ,� • �•�:� 3' 1.0 1.33 0 67 0.4 0.25 � SOLDERED LAP SEAM - - e , o.o Ij� 4' 1.67 2 4 1.1 0.67 0.4 � CEILING� j ' CLEAR� � ( f 'I' � 8' 6.7 9.5 5.2 27 033 I �` y 10" 10.3 15.0 7.0 4 1 2.0 PfPE SLEEVE & � CAULKING BY M.C. SOIL BE;RI�NOG PRESSURE MUL112�uER ESCUTCHEON ' PLACE DOUBLE LAYER NOTE: OF TAR PAPER BETWEEN CONC. NOTE: t5oo �.33 2 LAYERS OF FELT � REFER TO BLOCKING & PLUG TO PERMIT BY G.C. COOR D ROOF PENETRATION SOILS REPORT 3000 0.67 ' NOTE: WITH ROOFING CONTRACTOR. EASY REMOVAL FOR FUTURE �'� � COORDINATE ROOF PENETRATIONS WITH BY __ EXTENSION. DATED � ROOF MANUFACTURER. FOR SOIL �' • BEARING PRESSURE. FLUE THRU R04F DIAGRAM PIPE THRU ROOF DIA�RAM .�, ' NO SCALE M NO SCALE F THRUST BLOCK DIAGRAM � 0 o NO SCALE �B �18" DOWNSTREAM OF ELBOW. DRAIN LINE SHALL BE AT LEAST THE GRADE � SAME SIZE AS THE NIPPL£ ON 7HE WALL CABlNET 1F DRAIN PAN o REQUlRED. A BASEMENT WALL. t---FIRE L(NE TO P v � SUPERVISORY SWITCH. SPRfNKLERS. PITCH pOWN TOWARD DRAfN � ° TFiRUST BLOCK AT 1 ELL. u, FS FL.OW SWITCN. SERVICE � PROVIDE OFFSET IN PIPE WITH 3 ELLS fOR PIP£ MOVEMENT. CLEAN OUT, TYP. � � FIRE STAND PIPE. REDUCER. � A �C o 0 0 0 � o D p ° WALL SLEEVE; I.D. = 4" FIRE DRAIN PIPE. SIGHT GLASS. pA�IN � o � LARGER THAN O.D. OF PIPE. � TE5T VALVE. ° ° p I �� po ° �OLYSUL1F DI E CAU KIN�. 1 UNION W/ BRASS a � ���: ORIFICE DISC WITH o ,� FIRE STANDPIPE ANd SPRINKLER ° A NOLE EQUAL TO OPEN SANI7ARY I 71E RODS, TYP. PIPING SHAU. BE HYDRAULICALLY THE FLOW OF ONE DRAIN SIZED. � SPRINKLER HEAD. o o (� { ..�,� ; f y�S o C.I. HUB TO FLANGED �� • `, o � ADAPTER. _ '�� �f��3 D 1" ° � ,r t} AUXILIARY DRAIN D i D o d p � �,, - - VALVE. UNIT TYPE A $ ° o o p p o p v "" '�-�s DRAW THRU � x 1" 1.5 x THftUST BLOCK � � ° ° ° v ° � � ^ SEE DIAGRAM � � �' BLOW THRU 1" MIN. 2.0 x ' o � v o BSMT. FLOOR. � n�►, � SHEET TYP. o 0 0 0 � •�u��� `✓ ��, FIRE SPRINKLER CONTROL STATION DiAGRAM AIR HANDLING UNIT DRAIN TRAP DIAGRAM ��/ ���� � i��;,�-��� NO SCALE y1lATER & OR F'1RE ENTRY DIAGRAM n NO SCALE `./ O NO SCALE �C EXTERIOR BLDG. WALL. NOTES• SN�WIvtELT TUBING. iNSTALL MAY EXTEND AS A �• ALL PIPE AND FlnINGS TO BE CAST IRON OR 5DR 2fi. MIN. 4" DIA. PER MANUFACTURER'S WASTE OR VENT. 2. WAILS AND BOTTOM REINFORCED TtiR0UGH0UT WITH 6x6-10/10 W.W.F. 24"4� C.I. MANHOLE COVER TO FIRE PROiECT10N SYSTEMS.� RECOMMENDATiONS. 3. OUTLET PiPE INVERT TO BE 2" LOWER THAN INLET P1PE. NEENAN R-1912 OR EQUAL. 4. VENT PIPE MATERIALS AND LOCATI�N TO BE IN ACCORDAiVCE F � LOCATE MANIFOLD 1N CHROME WALLCOVER - FIRE DEPT. CONNECTION. COORDINATE LANDSCAPING BOX EXTERIOR AND SCREW. �� ASPEN CITY BUILDING CODE. � ) 5. DIMENSIONS SHOWN ARE TYPICAL MINIMUMS. LOCAl10N WiTH FIRE DEPT. AND OR MOUNT ALONG WALL 6. INTERNAL DIMENSIONS (LxWxH) VARY WITt-I CAPACITY (GALLONS). CLEANOUT A7 ARCHITECT. {INTERlOR). , PLUGGED TE£ WITH GRADE/FLOOR � TEST VALVE; PIPE TO BUILDING EXTERIOR. � CLEANOUT. ARCHITECT'S PROJECT NUMBER: � rn ctinw/irF CFNCl1R � ` OR OTHE� CONTROtLER. WALL 1�N J ,. ZOO� .OZS � SMS--�--� � MIN. � �Ll k cn ; •�� � VALVE R�P D"�" `` FLOW SWITCH 70 ALARMS, SEE SPECS. SMR - ______=� '"��'� :�-�''`-`'- �=�'s•`"�__=_=__ �� � •-�. 'r ` r � ° ___^________- �� �' CONSOUDATED CD S JULY 21, 2003 � i g CW 5ERVICE. SEE � � DRAIN VAL1/E; PIPE INOIRECT TO FLOOR DRAiN, 2"V TO BLDG. 2X 1X "' DIAGRAM �. THIS �Yp, � AND UP THRU FLOOR LINE. 2„ 3'-0" N SHEET FOR ROOF. ��N' -r » OUTLET � � ON INUATI N. SHUT-OFF VALVE ° ° o° o `b o v a ° FROM � 12 MIN. DOUBLE CHECK TYPE BACKFLOW PREVENIER. MANUFACTURER'S MANIFOLD WITH ° a �o° o a v o o c o BLDG. ;• � BALANCE/ISOLATION VALVES. CLCIINOUT -ro eE o �-� TAMPER SWITCHES ON VA�VES. REVERSE RETURN PIPING. 1/8 CJ. BEND. v RiES � � � 4Y �` IRON BOpY U A VARIES �' VARIES FlRE SERVlCE FLANGE. BALANCE OF PlPING �;" -'� �� FERRULE WITH SAME AS CLEANOUT �-• 12 �2 ,�, BRASS SCREW FLOOR. TO GRADE. MIN 9"MIN. MIN �t,� PLUG, TYP. .r• �_ ��-W�.._.. •�.t- ;,, . -�-�`:. DRAYYN: ,Ayf SNOWMELT I�ANIFOLD PIPING WALL CLEANOUT � � F1RE ENTRY P1P1NG DIAGRAM DIAGRAM GREASE INTERCEPTOR DIAGRAM R�'�"ED� Maw D�A�RAM O NO S�A�� ^ NO SCALE p NO SCALE � NO SCALE H V RE�SIONS: �.J NOTE: AIR VENT � PIPE PER MANUFACTURERS RECOMMENDATIONS. �--HWS 9" O.C. TYP. FOR PRESSURE- ALL LANOINGS & TEMP TAP. WA�KS. �-H� STAIR #1 & 3 \ CONTROL 3� 3� VALVE. STAIR #2 4�' 4�� � Zil"MAK _ _ � o � �� ,�� - VAiL MOUNTAIN SCHOOL ,� � � � : � ° Vail, Colorada EVAP AIR HANDLING � COIL UfVIT • q 5/8" POLYETHYLfNE �3" 0 , J HEAT PlPE. 0 0 � ° 0 5/8" POLYETHYLENE AT STAIRS �I O a • & LANDINGS. � LANDINGSTONE AT STAIR & Plumbing Isometria and Diagrams FILL DRAIN CONTROL �' � . o 0 VALVE. � � � � i i/2" MORTAR AT STAIR & �_ = o o LANDING. July 21, �003 NOTE: ORAlN PIPE COILS FOR ° DRAIN COUNTERFLOW j i i� EVAP. CQO LI NG DRAtN CONTROL /� H U COl L I VALVE. �"� S1�01NNlELT CaNNECTION: STaIR TO 1�r1�4LK Dl�4�RAR� 0 PIPlNG Q�A�Ra�! R PIPING DIAGRAM Q NO SCALE K NO SCALE O NO SCALE � � 8�.�� ��O ��z� � Consulting Engineers, Inc. r Yail {970)949-6108 �Op1Rlq1T 2UO3 Loke Tahce (530)550-7334 Proj�ct Na 751101 DRnver (303)278-3820 vne�bece can L:`�olaen Pro�ecis�151i.00 Va�i t�ountam Schcol\i�1101�BGCE Co�a��5110��1Y,�10d+�� dul 23, 2u03 \ �0��. NUT. WASHER & ALL WALL. TURIVING VANES TNREAD BY M.C. WALL AIR VENT.-� s(„��/E, NOTE: SPIN-IN FITTING WITH � RETAINING ANGLE. D1 IS LESS THAN S.9.D. . D2. PRESS.-TEMP TAP CLOSURE DEiAiL. INTERNALLY LINED SUPPLY EXTERIOR DUCT INSUTATION. IYPICAL DUCT� OR AS NOTED IN AIR FLOW IIVSUtATED FLEX DUCT. SAR JOIST OR OTHER / � �o AIR FLOW SPECIFlCATIONS. { STRUCTURE BY G.C. I � b2 KLIPP COLLFSSY �EIv'KS DUBOIS CONTROL VALVE. 15• ARCHITECTS. Pc. MAX RECESSEO DAMPER AND D�� p� 1 ROD TO 24" DMPR. ' � RETURtd. 1�4" ALL THRF1\D. AIRSTREAM. SEMBLY QUT Of' � 3 RODS 61" & OVER. � I / M•n+bor Amoncan Ir,srt�ursofArchdacis � I / Wr�t�r Squor�, 1512 Lar�msr 5troe� DAMPER FRAME. t I � / sr,ds•i..wt.o.m,.n co�o�to eo�o2 ROD EYE (SOCKET) � � GRINNEL 110 R, � ph 303-893-1990 �ox 3d3-893-2204 Q Q OR EQtlAL. SET SCREW. " � �-SHEEf MEfAL DUCT. SHEET METAL STRAP SUPPLY. SHE� ��� � � SPLITTER DAMPER. SHEET METAL SHIFLD STRAP BY M.C. BREAKAWAY DUCT CONNECTION S.S. WORM DRIVE CLAMP. NOTE: SPIRAL QUCT. SQllARE TO ROUND ADAPTER PIPE C !L R COUNTERFLOW. OPENING TO BE LINED CEILING DIFFl1SER. WITH FIRE RESISTIVE Z 0 N E H EAT I N G MATERIAL OF RATING AS REQUIRED. EQUAL TO THAT ON FiRE RESISTIVE MATERIAL. COIL ASS Y DIAGRAM DUCT HANGER QIAGRAM THE WALL TYPICAL DIFFUSER CONNECTION DIAGRAM � ANGLE. DUCT SPLIT DIAGRAM NO SCALE N NO SCALE K � RECOMMENDED MIN. SLEEVE �lCKNESS N4 SCALE � SLEEVE. NPE OF 1N DIA. OR SLEEVE TNfCKNESS � COA7ED p NO SCALE A � O ; ECTION � O ( CONN RECTANGULAR GAGE UNCOATED STEEL STE0. 20 GA. SHEE� METAl. � BREAKAWAY �2•' pN 26 4�8„ � � WOOD STUD � „ " � CONTROL VALVE COPYRIGHT 2002 BOOT W/ 1 DUCT I HWR 13 -30 24 .024 IN ENCLOSURE INSULATION. MINIMUM CONNECTION• THIS PORTION OF �% � Th1s documenf is on Instrument of servtce,a�d SIZE = 12x24. 39°-54" 22 .030" (AS APPLICABLE) DUCTWORK SHALL BE NO LIlVING WITH LINTELS a:6��h,rema�n:the ro �-y SOL10 METAL STUD 55�-84" ( 20 .036" � ALUMINUM. `Q�ER. � Psrmiss�on for uw of ThiyPd cumwnt Q�mted USE SPIN-IN FI1TING � MASTIC FOR ROUNID DUCT. FRAMING. � $5" UP 18 A47" C I �� artd�cn be�tended on� b wrttten c � i WEEPHOLES w�1h Klipp Colu�sy leflka Du80is Archfl4cta,P c LOWER & SCREEN. I � HWS--� . HOWEVER SLEEVE THfCKNES5 MUST ALSO NOT BE �^ NO TURNING VANES. � LESS THAN DUCT GAGE OR THAT SPECIFICALLY AlTEi2NATE ROUTING & MANUAL � GROli7. , i'ROVIDE 3�-0" , AUTHORIZED BY A RECOGIVIZED AUTHORffY. AIR VENT LOCATION fOR SAME WATERPROOFING ' 20 GA. BY U.L S7ANDARD 555 ALL DUCTS ARE REQU�RED END CONNECTIONS. ON BOTfOM f TO TERMINATE AT SLEEVES OR DAMPER FRAMES. MANUAL AlR VENTS & SIDES. ALUMINUM. ( ME{q� �p SLEEVE THICKNESS IS CONIINGENT ON 7YPE OF RETURN SHEET MEfAL HWR---� CONNECTION, ALI, i1.L LJSTED DAMPERS AtSO HAVE AT HIGH POINTS UNDER WALL BOX & CONNECTION �n�c. uiM�wsioNS assocw�n wrr� n�e �sr + EXTEND 2" BEYOND FACE � � RnnNC. MANU ACTURERS T AS L NGP�S R � / yyyg PER EQUIP. LI57 OR OF WALL TO ORIP LIP. NO I ��. SEE ENIARGEMENT °A" `�� � � uJ nrv�. �-� ' � NO �INING REQ'D. 12" M1N 2, ' °° vo fl�°a I �I I � I iI I � i - � A.. 1" o p o �oo 0 0 7. PROVIDE�ACCE5S PANELS AS ( o Q D o o ,o I R�QUIRED. _� T RIS� 1N DIRECTION OF FLOW = � WAL1,. �RETURN GRILLE � . C 2. THIS DIA6RAM IS NOT INTENDED TO � CONCRETE OR MASONRY � CaVER A� CASES OF FIRE DAMPER P�NS UE AS PER-���--w--� = THRU FLOOR (IN WALL) �--*��''""-P��S�� AS PER E N LARG E M E NT A CONNECTlOM ANp FIRE SMOKE DAMPER INSTALlATION. �--"�J NOTE: REFER TO MANUFACTURER'S INSTRUCTIONS . FOR SPECIFIC MOUNTING DETAILS. NO SCALE � R ET U R N A I R G R I LLE F I R E D A M P E R A N Q F'I R E S M 0 K E �aoR'D WlTH ARCITECTURAL � CABINET AND UNIT HEATER REQUIRMENTS. � ' S�UND BOOT DlAGRAM WATERTIGHT INTAKE DUCT CONNECTiON DIAGRAM NO SCAIE PIPING DIAGRAM DAM P E R ASS E M B LY D IAG RAM BASEBOARD RADlATION DIA�RAM � • NO SCALE NO SCA�E � P L NO SCALE � � ) ( E j NO SCALE { B ) 11PFEED w v CONNECT TO EXTEND GAS VEIVTS UP THRU 1 4 OF "W" OR USE DllCT SEALANT OR GAS SUPPLY 8Y PIPE POf2TAL ON ROOF & TERMINATE NOTE: � 1/4" PETCOCK. GASKEfED F'ITTlNG ON p,�, 3'-0" ABOVE �OOF W/ 180� ELBOWS CONNECTION AT � 6' MINIMUM. � & APPROVED FITfiNGS SEE DIAG Q , EXPANSION 7ANK NOTES: A HIGH VELOCITY DUCT. D1 IS LESS THAN SHEET F"OR VENT THRU ROOF. 02 TOP OF FEEDER NOT PILOT GAS AS�'Y. SEE DIAGRAM Q. 3. SEf RELIEF VALVE TO MAIWTAIN MAKE-UP 3 I OVER 4 FT. ABOVE V REQULATOR. SHEET . PRESSURE AT NO MORE THAN 10 PSIG � �5' � 3�4� FL40R. BELOW LOWEST SYSTEM PRV SETTING o � � CONICAL SPiN-IN FITTING W/ PILOT SOLENOID PRESSURE SWITCH ►J , \ TO PUMP SUCTlON. MANUAL DAMPER, PILdT LINE �VALV� 2. WIRE SWiTCH TO RED ALARM INDICATOR LIGHT TURNiNG VANES. � HANDLE, & LOCK NUT. � �S FULL SIZE DISCHARGE LOCATED ON WALL. LABEL LIGHT "LOW WATER . a � NORMALLY OPEN �PIPE FftOM SYSTEM � PLUG OR BAL� RELIEF VALVE. � � VALVE. TYP. FLDC DUCT. LOW PRE5SURE VENT VALVE. 4�. � � E�� � GAS SWITCH BUBBLE TEST VALVE. p � � AIR FLOW � � � BEARfNG __� POT � GAS PRESSURE > MOTOR.�� ;.���' WI H�L�D. DRUM, 55 GALLON 2 }. ( �� � HIGH PRESSURE A1R "� �.L � FEEDER ASSEMBLY. � � REGULATOR. L1 � ��•� ��^ o ,' ���, TO AIR LOWER PRESSURE RELIEF VALVE. GAS SWITCH. GAP ( PILOT SNUT-OFF > LINKAGE. SEE NOTE 1. �5 1 ROD 70 24" DMPR. i � / �%��� ,� CONNEC7 TO PUMP � � ��'� > PRESSl1RE �� D 1 .. „ � i .' �. 3I4" SEE DIAGRAM O , TYP. ¢ COCK. I 2 RODS 25 TO 60 � i . ( H GAUGE PORT. 3 ROpS 61" & OVER. �� �� ��� � � LPC WITH � ( � I.�..��,.--70 PUMP DISCHARGE. PIIOT PORT PS pg BUTTERFLY VALVE. , SET SCREW. L� WORM DRIVE S S. ' � LOW WATER ; CiAMP. � � � CUT-OFF SWITCH. � , ~ SEE NOTE 2. SPIITTER DAMPER. �2 � �L- �` �f�.r SINGLE BLADE ' �EAK TEST VAIVE. �'� � DAMPER IF H<8" `� PlPE INDIRECT TO GAS COCKJ� al DRAIN VALVE W/ ,� �cf� DEFAIL IS FOR LOW VELOCITY DUCT. OPPOSED BLADE FLOOR DRAIN. NOTE: f'LOOR HOSE CONNECTION. HI-VEL. DUCT IS THE SAME BUT DAMPER IF H>=8" DIAGRAM FOR LOW & HlGH VELOCITY CAPPED AT NOTE' SAFEfY SHUT-OFF `>' � LOW POINT AlL VENT LINES MUST BE SIZED, MOTORIZED MAXON GAS VALVE •;:, W/O SPLITTER DAMPER. DUCTWORK EXCEPT UPSTREAM OF OF DIRl' LEG. LOCATED, PROTECTED & INSTALLED W/ FROOF OF CLOSURE PUMP 4" CONC. PAD. � +-^`-e VAV BOXES. OMIT DAMPER UPSTREAM iN ACCORDANCE WfTH THE LOCAL OR SWITCH. <"' �,; SEAL AIRTIGHT OF VAV BOXES. � AROUND ENTIRE MANUAL GAS GOVERNING CODES. REFER TO � F' TAKE-OFF. R 0 U N D D U CT SNUT OFF VALVE. SPECIFlCATIONS FOR GOVERNING CODES. MOTORIZED MAXON GAS VALV£ % ,f MAlN BRANCH 4 5� D U C T T A K E- C H E M I C A L F E E D E R D I A G R A M REQURED�BY REGUTATOR. ��� ��"�" �' . TAKE--OF'F DIAGRAM OFF DIAGRAM NO SCALE TAKE-OFF DlAGRAM I.R.I. GAS TRAIN PIPING DIAGRAM GLYCOL F'EEDER DIAGRAM �,�,� � `,��,��.��� NO SCALE O Na SCALE O n NO SCALE � NO SCALE O NQ SCALE ( C ) \�J v _ ' �� � ARCHITECT'S PROJECT NUM�R: � 2001 .028 �� CONSOLIDATED CD'S JU1Y 21, 20Q3 � N M N �� ' � P_3• MOT WATER REFER TO SHEET M2.i0 CIRCULATION PUMP. � FOR CON71NUA710N OF � pipin�r _n�epHRer_� rvpE EYPAAISI!_lN � REFER TO SHEET M2.30 TANK. AMTROL EXTROL 90. SUPPORT _ FOR CONTINUATION OF FROM STRllCTURE AS REQUIREO. PIPING. 6° HWR HWR 6» DRAWN: EPN 3-WAY CONTROL VALVE. 6» H� 4"G. REFER TO SHEET � M2.10 FOR CONTINUATl�N. REy�p; MOW .. ( AS_1• AIR SEPARATOR. AMTROL Z'-� SMR 3 t I � ���_ ^ 140._--; GAS PIPING TO BUILDING. 2� 6-AS SUPPORT AS REQUIRED. 4 4 M M ,� M � SM5 � � 2 140'HW TO K(TCHEN. G RE1fISI0NS: TNERMOSTATIC 1 MIXING VALVE. i � � � f � ;., � � � _ = COLD WATER TO NEAREST ' ' COL� WATER PIPE. M � PIPE SAFETY RELIEF VALVES "� 3" � � - a� :r io x = „ „ BACK TO GLYCOL FEEDER � H� 6 4 AS SHOWN, TYP. ( - ♦-- _ I 4" 6" '- j o HWS 3� � �, � - � I I 4� � � �-- - ! a _ �1 a A . �~ VAlL MOUNTAIN SCHOOL � ,�,-, j 1 � - ;., Vail, Colorado PIPE INDIRECT TO FLOOR c� 4 DRAIN. TYP. 4 4 AIR SEPARATOR AMTROL 3-AS, SUPPORT 1 � ��' ��' AS REQUIRED. t'^--- ( �_ I � � O EXP-2. SNOWMELT EXPANSION TANK. O AMTROL AX80V. Mechonical Diagroms 4" CONCRETE PAO AND MANUFACTURERS Jui 21, ZO�3 P-2. SNOWMELT PUMP. p�], HEATING WATER PUMP. RECOMMENDED BASE; TYP, y GF-1. GLYCOL FEEDER FOR SNOWMELT. GF-2. GLYCOL FEEDER fOR HEATING �, FILL DRUM 3/4 FULL WITH 50� GLYCOL. SEE WATER. FILL WITH 309� PROPYLENE GLYCOL. ' DIAGRAM CQ, THIS SHEET. AXOM OR SEE DIAGRAM QC , THIS SHEET. AXIOM OR -- APPROVED EQUIVALENT. APPROVED EQUtVALEN7. PIPE INDIRECT TO DRAIN. EXP_1• HEATING WATEft EXPANSION TANK. AMTROL 400-L. . �.�� �OiLER PIPING ��HEt�ATIC �E�UDIlv � NO SCALE �ANZE � � Consulting Engineers, Inc. Vod (970)949-6108 COpyRIGHT 2003 Loke Tchoe (530)550-733�t Project Na 751101 - Dw�vG: (303)278-3820 •w�r bece.COm 1��Gc�d�n Pro�eds\751 t 0� �/ml �Aourta�n Sct�oal\751101\BGCE Cadd\75 i tOtP!:{4'l dxg Jul 23, 2CQ3 � K LTPP C�LUSSY JENSS D UB OIS ARCHITECTS, PG M�mbor Am�ncan Insntut�pf Architoeta Wn►�r Squar�, 1512 Lanmer S�rsat Br�dps l�v�l,D�nwr,Colowdo 80202 ph 303-893-199p fnz 303-893-2204 VENT SHbWN OFFSET FOR CLARITY. ROUTE VENT IN CEILIN6 SPACE OF KITCHEN. CW,HW�140'HW AND G TO PIPING RACK. SEE SHEET M2.1.3� FOR CONTINUATION. 4��� 1Yz"G 70 RANGE J „ V „ V . ► 2" V Z~ i � F � I � I 2N I ! ---- ---� ' ------------- --- -- -------------------- ----- --tys� - „ -----r- � � � � �� � I '� ' �/ + \� � ! � � I I I .v. j ' �4» I � � + r; 4, � � � � � � ' � �0+ �� � 1 R`l I -- � � �� -�, � ► � � � \ �� � ! S�aRA � E � N� ' N ' � COPYRIGHT 2002 I {' .�� �\ ,� � = W �� � ��W��� � � L�T� w ���iw�.��� I ! —� Thta document ta an Irtsfrum�nt pf servica,and , � i ' �'� ' K� ti G I pt 6uCI7,r�moi�a tfie pro p ert y of th�ArchttecF. � � / 1 \ / � � .,�� �I,�,,,.,GW..�,.. 2YZ p � � i�..��.Gw I �.�L�F.C.�. I � Perr+ntwlon for u�of tF�ie doc�m�nt is Hmt4ed I � _ ' � , � I i I M , ortd con ba.xtended only ioy writta�ogr+emenr � � ' _ wtth KIlpp Cblwsy Jenka��Bp�s Archir�cta,P C. �. � , ^ , a �11 i � �4� I � ( � � I �4A � �4A � 1 �� FVT�I�E �AiR � , . � . , , i �,� I 135 ( r 1 140��� � ., � � � i 140'-- ` I I p I ., ' S��RA�� � � r EC = � � � � , � M ' I I M -- � i-------------- -� i� , � 1"G TO OVEN. TYP. 2. 4 � ----GW'-,-�L`•� ;-- I � — � -� GW— I ----- - „ C.O.T.G. � � � ��.j.� _ �_ �I �. y I� �4 � � .� F.C.�. � — — — — I— — — — I � _ F � ;� 1 � f i�) � ( ; � - --) i 4"GW TO GREASE lNTERCEP70R. ; � („� j 3 I i ' ' ' � SEE SHEET M2.1.1 FOR CONTINUATION, TYP. �` - _` _�__ -�- - ' j ' � + i � I � � rv ' I R�, �,A � M � �, , �� i � � ' � � , _ , � „ i�" � , , , I , , � � � � N � �b � �I � , vz"ia�o•Hw �P � � � � I � � � , � _ � _ . � . � � NOTES. ,� ' ---- � ' , � -�-- - - ------'—'—' ' --' 1 '—'---'—'—'--'—"—'---t'—'—' f 1. COORDINATE ALL KITCHEN EQUIPMENi' LOCA710NS, CONNECTIONS � � ' I i ` I � � ( DRAtN POT SINK INDIRECTLY I i i I SIZES, ETC. WITH KITCHEN CONSULTANT DRAWINGS AND � DRAIN DlSHWASHERS ItVDIRECTLY TO FLOOR SINK. ARCHITECTURAL DRAWINGS PRIOR TO ROUGH-IN. � Ys°CW TO WATER FILTER AND TO FLOOR SINK. 2 ALL WASTE & VENT PIPING ROUTED SELOW THE FLOOR SLAB • ICE-MAKER. DRAIN INDIRECTLY SNALL BE A MINIMUM dF 2°, U.N.O. TO FLOOR SINK AS SHOWN. 3'4Ai40'HW TO DISHWASHERS, � � np, 2, 3. R£FER TO PLUMBING FIXTURE CONNECTION SCHEDULE ON SHEET M1.Q1, FOR CONNECTION SIZES TO INDIVIbUAL FIXTURES. • � ENLARGED KlTCHEN PLUMBING PLAN 1 LE• 1 4„ _ '_Q„ SCA . / 7 � _ ' ���'�. � •�.,,+�.h �� �f�� �" w,� . ,... ,� �,' �l � �4 � .•`,7yY �`- l `��� � ti ����� � ���,,��~, ��. � ARCHIIECT'S PROJECT NUMBfR: nnn.� n�o LVV 1 .VLO iSSt1E: CONSOl16ATED CD'S JU1Y 21, 2003 � � N � 3 "a � s a , � � o�nwri: ,� REVIEWEO: MOW REl►ISlONS: VAIL MaUNTAIN SCHOOL Vail, Colorado Mechanical D,agmms July 21, �OQ3 B EAUDIN �.�Q �r�E � . Consutting Engineers, Inc. Ya8 (970)949-6106 pppYFtIGHT 2003 I � loke Tohon. (530)550-7334 projett Na 7311.01 DenMer: (303)278-3820 � viwrt bgce can � L•�Gol�en Fro�ecis\75�10� Uod 1�1cwn+a�� Schcol\751101\BGCE Cadd\7511�JifA510dNg Jul 23, 2CO3 i � L � ?4 rL � li KLIPP COLLFSSY JENF�S DUBOIS W.C.O. SINK ARGHITECTS, P C. I ' n � � 1� Mombw.Am�ncart Inat�tute of Archit�ch N V wC �" WC Fp 1/ � Wnt�r Squar�, 7 512 Lnr�m�r SfrNf WC s�" 2., FORECONTINUAT10N.2.23 � er,do.�..r.i,o.�,coi�eo2o2 F.C.O. ` � � ph 303-893-1990 fcx 803-893-2204 wc F� ,,�z wc L � 2� � FOR CONTI UATION.2.25 : N o y w� �` fo W� 2 � > = WC yr � LAV > WC F.C.O. URN WC �` N �AV t.�v tv � FD � URN �LAV REFER TO SHEET M2.23 N LAV FOR CONTINUATION. LAV I „ �/LAV L 2y � FD % \ — r � �'1 Si' k N COPYRIGHT 2002 �y SINK Thio document Is on instrument of ssrvice,und (1i > a:such,r�mcfns the propeAy of th�Archtfect. Pemrttas�on far uw aE thia documrnt ts I�rr��+ed REF£R TO SHEET M2.23--- �y � 1NAST E & V E N T I S C?M ET R I C � and con be axtended only by wntt•n ogreem�m / wdh Klipp Colussy lenks buBois Archdecta,P C FOR CONTINUATION. � � �° NO SCALE: /� / � � � 3 WASTE 8c VENT ISOMETRIC " t�0 3CAL[. > WA51 t & VENI l50METRIG w`� �` - 1 t� � � NO SCALE: �Y LAV �I i..AV RE�ER TO SHEET M2.23 �, REFER TO SHEET M2.22 � . FOR CONTINUATION. ,L � FOR CONTINUATION. � 2�* \ • • REFER TO SHEE7 M2.20 ��� li 2y � FOR CONTINUATION. � W.C.O. , � '"'� � t 2,�'" � .. W� � URN �R� �" �A„ 1� WASTE & VENT ISOMETRIC > '� b � � A LAV LAV W'�' � NO SCALE: i � �` � �!y LAV wC � FD � � .�' 2" = LAV ° � ti ?° WC � 4� LAV ° � Y �t' 2~ � ' -+,� � FD ` Q� _ V � ��u� 3"VTR > f �,��,�. • �1:+��. WASTE & VENT 1SOMETRIC � � �� `�s � WASTE 8c VENT ISOMETRIC ,L�, w� ,� �; NO SCALE: � URN � � NO SCALE: - ` URN � � X � �����~ � A� �,�. ,�,-�: 3�� FD .�.�� t'�� 2N _ � I ��,-'� � ,����' � 4 � J � �� REFER TO SHEET M2.25 LAV N �FOR CONTINUATION. � �' WC ; �" FD N y N LAV l�� V i . > �� �V N V 4 Slb / 2., _ 4 A' N N k � �' " V � '" Y LAV ARCHITECTS PROJECT Ni3MBER: _ � U `, 1�'` � /1► \ �I, � I _ 3 J � �nn� n�4 `L � I �. WC 2� LAV � -.- D� I cv WC � `v � GVV 1 .vLC� � �� wC ` � f . � QJi WC � C:'� I�JE: > �y� LAV � � LAV FORECONTINUAT ON.��� WC � T � I CONSOLIDATEO CQ'S JULY 21, 2003 V � ��� LAV � WC N dF LAV F� � _ WC � WC � �, c� 3 � 4� � ( 1 - 2 w� REFER TO DRAWlNG 1, °' N SHEET M2.21 FOR o � �L � WASTE & VENT IS4METRIC LAV d' CONTINURTIOt�I. � LAV ` NO SCALE: 2° DRA : ,ryyF 2 � � - 4 � �.� RE11lEYVED: �DW WC FD ,`I/� �' WASTE & VENT ISOMETRIC �S'°"S: �4 ' r,.\.r.o� � �]4 � / '�URN c NO SCALE: " REFER TO SHEET M2.25 4"W REFER TO SHEET ��R� �' LAV� FOR CONTINUATION. M2.22 DRAWING 1, FOR LAV � CONTINUATION. ?b „ 1��' - � VA1L MOUNTAIN S�HOOL LAV � w,c, �.c.o Vail, Colorado REFER TO SHEET M2.22 „ FOR CONTINUATION. � % � WASTE & VENT ISOMETRIC � O ��, SINK N SCALE: Plumbing �ometrics and Diagrums July 21, 2003 � WASTE 8c �ENT lSO�ETRIC 0 SCALE• N . � ��� ���� �ANZE ,� Consulting Engineers, Inc. `� � Yod {970)849-6108 COPIRIGHT 20D3 Lake 7ahoe. (530)550-7334 project Na 7511.01 DenHer (303)278-3820 www bece can l;G�I�ien Pro�ects\751 i 0� Vod !l,ounta�n Sc�o�E\i5t 1.01�BGCE Cadd�751101h Y,St i d.�rg Jul 23, 2003 � ELECTR I CAL LEG E N D ARE NO NECESSARILY �i�p,ON IEGEND , GENERAL NQTES: A � p INCAN. OR HID FlXIURE W/ FlXTURE DE5IGNATION � p ABBREVIATIONS � Q{ WALL MOUNIED UGHT FlX7URE W/ FlXNRE DESIGNATION � 2x4 FLUORfSCENT UGHT FIXTURE WJ FlXTURE DESIGNA110N �C - ABOVE FINISHED CEI�ING M EC H AN I CAL EQ U I P RA E NT SC H E D U LE 1. THESE DRAWfNG fVOTES ACCOMPANY THE PUSLISHED CONSiRUCTION DOCUMEN�' 11. ALL EMPTY RACEWAY SYSTEMS SHALL HAVE A NUMBER 12 PULLWIRE OR AD a�' - ABOVE FINISHED FLOOR SPECIFICATION BOOK PROJECT MANUAL . EQUAL. AND SHALL BE IDENTIFlED AT ALL JUNC110N, PULL AND Ap 1x4 FlUORESCENT LIGHT FlXTURE W/ FIXIURE OESIGNATiON � � � � FIXTUl2E ON NIGHT LIGHT OR EMER. CIRWIT AFG - ABOVE FlNISHED GRADE � TERMINATION POINTS, USING PERMANENT METALLIC TAGS. TAG SHALL �� FLUORESCENT STRIP FIXIURE G - 60.0W FlNISHED GRAOE � 2. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS ON ARCHITECTURAL INDICAIE INTENDED USE OF CONDUIT, ORIGINATION� AND iERMINATION (�.a.� 7RACK UGHT AS NOTED OR SCHEDULEO eoF - eorroM oF ��xTUitE MARK DESCRIPTiON VOLTAGE/PHASE HP/rIVATTS FLA MCA DISCONNECT FEEDER CIRCUIT REMARKS DRAWINGS AND IN FlELD PRIOR TO COMMEfVCEMENT OF WORK. POINTS OF EACH INDIVIDUAL CONDUIT. O DIRECTtONAL ACCENT OR WALL-wnsH �xn�Re C - CONDUIT ONLY � �.o-� POLE-MTD. FlX7URE i CKT - qRCUiT 3. EXAMINA710N OF BIDDING DOCUMENTS. 12. INSTALL ALL MATERIALS IN ACCORDANCE WITH THE MANUFACTt1RER'S � POST (80LLARD) FIXiURE CT - CURRENT 7RANSFORMER � � AIR HANDLING UNIT c�uNC R WALL MTD aar ucHr I�LIPF C OLUSSY JENICS D UB OIS , ANU-1 SUPPLY �AN 480/3 10.0 14.0 17.5 30A 3P 3#12 & #12GND, 3/4"C HBE2-1,3,5 RECOMMENDATIONS. �ANY DEVIATfONS SHALL BE BROUGHT TO THE �' � iNSr�w.�ACES AS INDICATED 8Y SHADING � _ ����wAr� coo� ARCHITECTS, P c. � EACH BIODER SHALL EXAMIN� THE BID�ING DOCUMENTS CAREFULLY, ARCHITECT/ENGINEER 5 AT7ENT10N PRIOR TO IN5TALLAl10N. � EMERGENCY 9ATfERY lJGH15 , AND NOT LA'fER THAN SEVEN DAYS PRIOR TO THE DA7E OF RECEIPT � OUPLEX RECEPTAG.E AT 18• uN�ss wo�o (� - �snNc F80 - FURNISHED BY 01NNER � AIR HAIdDLING UNIT OF' BIDS� SHALL MAKE WRITTEN REQUEST TO THE ARCHITECT FO}� 13. GO(diRACTOR SHALL 8E RESPONSIBLE FOR REPLACINIG EQUlPMENT WHICH IS �� DUPLEX RECEPTACIE ABOVE COUNTER p/S - F7RE/SMOKE DAMPER N1omb�r.Amsnean Irnt�luhof Arrh�t�c�a � AHU-2 SUPPLY FAN 480/3 7.5 11.0 13.8 30A 3P 3#12 & #12GND, 3/4"C HBE2-7.9.11 INTERPRETAl10N OR CORREC710N OF ANY DISCREPANCIES, DAMAGED DUE TO iNCORRECT FIELD WIRING PROVIDED UNDER THIS � DOUBLE DUPLEX RECEP7. AT �s" UNtsss NoTE� GRD - GROUND ; AMBIGUI7IES, INCONSISTENCIES, OR ERRORS THEl2EIN WHICH HE MAY SECTION, OR FACTORY WIRING IN EQUIPMENT PROVIDED UNDER THIS d �� �� �P� RECEPT. GFI - GRWND fAULT iNTERRUPIER Wr�ter5qucr�, 1512 Lar�m�rSMa+f ; � FLUSH FLOOR DUPLEX RECEPT. HALF-SNATCHEO IAW - IN ACCORDANCE VWltl AIR HANDLING UNIT DISCOVER. THE ARCHITECT WILL BE 1SSUE ANY INTERPRETAtION OR SECTION. � SPEdAL OUlLET AS N07ED ic - isou+�o atouNO ; a CQRRECTION AS AN ADDENDUM. ONLY A WRITTEN INTERPRETATION OR � GFl DUPLEX RECEPTAq.E AT 42' UNLESS NOTED NiC - NOT IN CONTRACT $rdas�.w�,o��wr,Co�o�do 80202 � AHU-3 SUPPLY FAN 480/3 10.0 14.0 17.5 30A 3P 3#12 & #12GND. 3/4 C NBE2-13,i5,17 CORRECTION BY ADDENDUM SHALL BE BINDING. NO BIDDER SHALL 14. CONDUITS PENETRATING THRQUGH ROOF SHALL HAVE ROOF FLASHING WITH Ac DUPLEX RECEPT. HAI.F-SWITCHED AT 18' UNLESS NOTED N��- NOT IN EI�CTRICAL SECTION ; RELY UPON INTERPRETATIONS OR CORREC710NS GIVEN BY ANY OTHER CAULK TYPE COUNTER FLASHING SLEEVE. 1NSTALLATION SHALL BE � IG REC�PTACLE NL - NIGHT UGHT Rh 343-893-]990 fnx 303-893-2204 � AiR HANOLING UN1T METHOD. IF DISCREPANCIES AMBIGUITIES INCONSISIENCIES OR WATERTIGHT. [� 1ELE-pOWER POLE Nts - NOT 70 SCALE , , � � p}i a.oac ounFr sro - ni�Mni. ov��oa� swiTCH � AHU-4 SUPPLY FAN 480/3 15.0 21.0 26.3 30A 3P 3#10 & #10GND. 3/4"C HBE2-i9,21.23 ERRORS ARE NOT COVERED BY ADDENDUM OR WRITTEN DIRECTIVE, n - TELEPHONE TERMiNAL , uoo MULT!-OUTLET PLUG 57RIP CON'fRACTOR SHALL INCLUDE IN HIS BID, LABOR MATERIALS AND 15. SEE DIVISION 15 DRAWINGS FOR LOCATION OF MECHANICAL EQUIPMENT. 'tYSS- 7RANS1EN7 VOLTAGE SURGE SUPPRESSOR (�0 fj}{ JUNCTION BOX IN FLOOR, CEtUNG, OR IN WALL. UG - UNDERGROUND ; AIR HANDLING UNIT ME7HODS OF CONSTRUCTION RESULTING IN HIGHER COST. AFTER PROVIDE SERVICE T0, AND CONNECT EQUIPMENT AS REQUIRED. � � TEl.EPHONE WTLET IN WALL OR 1N fL00R UNO - UNLESS NOTED OTHERIMSE � AHU-5 SUPPLY �AN 480/3 15.0 21.0 26.3 30A 3P 3#10 & #10GND. 3/4"C NBE2-25.27.29 AWARD OF CONTRACT, N� ALLOWANCE OR EXTRA COMPENSATION WILL � p COMPUTER OU7LET IN FLOOR OR WALL wP - WEATHER PROOF � BE MADE ON BEHALF OF THE CONTRACTOR DUE TO HIS FAILURE TO 16. FIXTURES lNDtCATED AS BEING ON EMERGENCY, OR N(GHT LIGHT CIRCUITS 0 COMBlNATiON DATA/TELEPHONE OUTLET-REFER TO SHEET E4.71 TX - TRANSFORMER ; MAKE THE WRITTEN REQUESTS AS bESCRIBED ABOVE SNALL SE PROVIDED WITH SELF-CONi'AINED BATTERY P0INERED INVERTER WNDUIT RUN CONCEALEO IN WALI OR ABOVE CEILING XP - EXPLOSION PROOf � AIR HANDLING UNIT +18"- MWNTING HE16HT 'f0 CENTERUNE UNIT FOR DIRECT MOUNTING !N FIXTURE. PROVIDE UNiT WiTH FULLY -.� qRCUIT HOMERUN. �n2 1r+wri, QTY AS REQ'�, W/ GRWND, �/2"c pF OEVICE AFF OR AFG ' AHU-6 SUPPLY FAN 480/3 � 15.0 21.0 26.3 ` 30A 3P 3#10 & #10GND, 3/4 C HBE2-31,33,35 FAILURE TO REQUEST CLARiFiCATION DURING TNE BID PERIOD OF AUTOMATIC TWO RATE CHARGER, NICKEL CADMIUM BATTERY, AC ON PILOT =r_ CONDUIT RUN BEIOW FLOOR OR GRADE � � .. .. ANY INADEQUACY. OMISSION. OR CONFLICT WILL NOT RELIEVE TNE LIGHT, AND TEST SWITCH. DESiGN AND WIRE UNIT TO AUTOMATICALLY _ coNOU�r RuN �os� � EXISIING CONOUI7 TO BE REMOVED FIR A ARM SySTFM , CONTRACTOR OF THEIR RESPONSIB1LIilES. THE SIGNING OF THE TRANSFER TO BATTERY SUPPLY ON LOSS OF NORMAL AC POWER AND TO '�'�f � � FlRE AIARM CONTROL PANEL � 1/2-/12 7HWN, W/GROUNO QTY AS REQ'0 W/GROUND � CONTRACT W1LL BE CONSIDERED AS IMPLICITLY DENOTING THAT THE OPERATE FLUORESCENT LAMP WITH MINIMUM OUTPUT OF fi00 LUMENS ----0 CONDUIT UP � �1RE ALARM ANNUNqATOR PANEL , S-1A BOILER 480/3 2.0 3.4 4.3 30A 3P 3#12 & #12GND, 3/4"C HBE2-37,39.41 CONTRACTOR HAS A THOROUGH COMPREHENSION OF THE FULL INTENT FOR MINIMUM 1-1/2 HOURS. p MANUAL PULL STATION � -• CONDUIT DOWN � GENERqL ALARM HORN � AND SCOPE OF THE WORKING DRAWINGS AND SPECIFICATIONS. • ��-o�' � GENERAL ALARM COMBINATION HORN/S7R08E � 17. RECESSED LIGHT FIXTURES INSTALLED IN GYPSUM BOARD OR PLASTER --� CONDUIT STUB-WT - CAP ec MARK � FlRE ALARM SPEAKER � B-7B � BOILER 480 3 2.0 3.4 4.3 30A 3P 3 12 & 12GND, 3 4"C HBE2-2,4,6 4. VISIT SIIE PRIOR TO BID AND VERIFY THAT CONDITIONS ARE AS CEILINGS SHALL HAVE PLASTER FRAMES INSTALLED PRIOR TO CEILING S LIGHT SWITCH AT 48' UNLESS NOTED < i I � # � � COMBINAl10N FlRE ALARM SPEAKER/STROBE �eS��P�� FlRE ALARM STROBE � INDICATED. CONTRACTOR SHALL INCLUDE IN HIS BID COSTS REQUIRED TO MATERIAL. 04 MAKE HIS WORK MEET EXISTING CONDITIONS. , 3 - 3-WAY SWITC1i � FlRf ALARM CHIME , � 18. FIXTURES RECESSED !N "T-BAR" CEILING SHALL BE SUPPORTED 4 - 4-WAY SWITCH �o THERMAL HEAT DETECTOR � CUH-1 CAgINET HEATER 120 1 396 3.1 ( 3.9 -- 2 12 & 12GND. 3 4 C L1W1-70 K - lCEY-OPERATED SWl7di � SMOKE/IONtZAT10N DETECTOR � I , # # I 5. REVIEW ARCHITECTURAt., STRUCTURAL, MECHANICAL, AND OTHER DRAWINGS INDEPENDENTLY OF CElL11VG SYSTEM. WITH FOUR NUMBER 12 HANGER WIRES 3K ! 3-WAY KEY-OPERATED SIMTCH COPYRIGHT 2002 , � PRIOR TO BID. 0 SMOKEfHEAT DEIECTOR , UP TO STRUCTURE. SECURE HANGER WIRES TO CORNERS OF FIXTURE. 4K � 4-WAY KEY-OPERATED SWITqi � DUCT DEIECTOR This doeum0nt ta on�nytrumont of servica,dnd CLIP FIX7LIRE TO GRID ON TWO SIDES WITH FAGTORY-FURNISHED CLIPS. T - r�ERM�u. ovER�ono Sw�Tai � ° 6. WORK SHALL BE PERFORMEO IN A WORKMANLIKE MANNER TO THE P � SNrtTCH NA7H PlLO? LlGHT � SPRINKLER SYSTEM fLOW SNrtTCH o:a��h,remuins ths property of th�Areh�tecr. � EF-1 EXHAUST FAN 480�3 3�4 1.6 2.0 30A 3P 3#12 & #12GNp, 3�4 C Hl W1-23 FINAL CONNECTION ?O FIX7URE SHALL BE MADE WITH A FLEXlBLE U.L. � SPRINKI.ER SY57EM TAMPER SWITCH Permias�on for�w af thta documont ts Itrmted ; SATISFACTiON OF THE ARCHITECT. � � SWITCH IN DOOR JAMB APPROVED ASSEMBLY. V � VARIABIE SPEED SiMTCH e�s REMOiE 'fEST SWITCH orrd can be�xrertdod only by wrfsren ogreemers+ ; � FN FIREMANS PHONE 79. SOXES FOR TELEPHONE N COMPUTER WIRING DEVICES ETC. SHALL BE � � v+IHn 1U�pp Co�usay Jonka bu$aa Archkects,P.C. EF-3 � EXHAUST FAN 120 1 1 4 5.8 7.3 STO 2 72 & 12GND, 3/4"C L2E1-31 7• WORK, MATERIALS, AND EQUIPMENT SHALL CONFORM TO THE LATEST DIMMER SN7TCH INDICATOR LGHT ; I I # # EDITIONS OF LOCAL, STATE OF COLORADO, AIVD NATIONAL CODES AND ° � � ' � „ � MAGNE7IC MOTOR STARTER ' MINIMUM 4 SQUARE. WITH A SINGLE GANG PLASTER RING AND 3'a CONDUIT MAf.NETIC CONTACTOR C�M��,j�J,{�A�_$,� ; I ORDINANCES. UP INTO ACCESSIBLE CEILING. PROVlDE PLASTIC BUSHINGS ON CONDUIT END. � SPEAKER IN CEIUNG OR WALL � � FUSED DISCONNECT SVYITCH - 30 AMP UNLESS NOTED Q Qs-i• , � WHERE AN ACCES5IBLE CEILING IS NOT AVAILABLE IN THE ROOM. COOROINATE � NON Fl1SED DISCONNECT SN7TCH - 30 AMP UNLESS NOTED L�FI �V�E CONTi20l A7 60' UNL65 NOTEO � EF-6 EXHAUST FAN 120/1 1/6 4.4 _ 5.5 STO 2#12 & #12GND. 3/4 C LBE1-84 8. VERIFY EXACT LOCA110NS OF EXISTING AND NEW UNDERGROUND UTILITIES, CONDUIT ROUTING REQUIREMENTS WITH ONMER. PROVIDE AND INSTALL ALL � COMBiNAT10N OISCONNECT AND STARlER pp� MICROPHONE OUTLET IN F100R BOX OR WAU. ° PIPING, AND RACEWAY SYSTEMS PRIOR TO TRENCHING. Pi20VIDE nn�oic ci.ocac, ATOMIX ATX00819 � NECESSARY 1RENCHING, BACKFILL, EXCAVATtON, SUPPORTS, SERVICE REQUIRED WIRING. PROVIDE J-HOOK STYLE WIRE MANAGEMENT SYSTEM G PANELBOARO OR LOAD CENTER Q-I , FEEDERS CONDUIT AND OR WIRE . PULLBOXES, TRANSFORMER PADS. ABOVE ALL CORRIDOR CEILINGS R4UTED BACK TO NEAREAST IDF ROOM. c� SWITCHBOARU. MOTOR CONTROL CENIER (PROVIDED/INSTALLEO BY DIVISION 16) p OR DISTRIBUTION SOARp (� 71ME-TONE UNIT � EF-7 EXHAUST FAN 480/3 ?.5 11.0 13.8 30A 3P 3#12 & #12GND. 3/4"C HBE2-8.10.12 SAWCUTTING AND PATCHING, CONCRETE PAVlNG, ETC. REQUIRED. PROVIDE FOUR 4 C SLEEVES DOWN WALL FROM 2ND FLOOR INTO EACH � T�tat�s�pRMpR � PROGRAM BELL ' BACKFILL TRENCHES TO �0 PERCENT COMPACTION AND PATCH TO MATCH �DF ROOM FOR WIRE ROUTING BETWEEN �LOORS. �p GROUND � BuzzER � EXIS7ING. CONTRACTOR SHALL OBTAIN AND 1/ERIFY EXACT UTILITY � SPECIAL CABINET OR £QUIP. AS NOTEO HOUSE PHONE/1N7E12COM ; wnnrRNT UKAWINC�J ANU Kt[,lUIKtMtIVIS. uiv. �d I,UNIKAI.IVK i� �� 2Q ALL DIMMERS TO BE LUTRON NOVA "N° SERIES. ALL WALL gOX DIMMERS f.'1 PUSHBLITTON CONTROL STA'iION � MASZER iNTERCOM STATION � ; EF-8 EXHAUST FAN 4S0/3 1 1/2 3.0 3.8 30A 3P � 3#12 & #12GND, 3/4"C HBE2-14.16,18 IN THE PUBLIC CORRIDORS ANO THE DINING AREA ARE TO HAVE A � PHOTOELECTRIC CELL �EV�s�ot� oun.ET � SUBMIT A COMPLE7E CONSTRUCTION DRAWING SET TO THE ELECTRICAL LOCKABLE COVER PLATE. Qj � nM� swim.�+ 0 AMPUFlER � UTIU7Y COMPANY WITH-!N 10 DAYS OF AWARD OF CONTRAC7. COORDINATE � THERMOSTAT AT 60� uN�ss No�o � TIME TONE � � i1MELINE OF iNE REVIEW, APPROVAL, CONSTRUCTION SCHEOULING 21. PROVIDE 8Q ATOMIX ATX00819 BATTERY OPERATEb ATOMIC CLOCKS TO 8E e DIVISION 15 EQUIPt�ENT � c�+�ME ; EF-9 EXHAUST FAN 480/3 7.5 i1.Q i3.8 30A 3P 3#12 & #i2GND, 3/4"C HBE2-20,22,24 AND INSTALLATION OF THE UTILITY TRANSFORMER WITH THE U1ILITY LOCATED BY OWNER. � CIRCUIT 6REAKER � COMPANY. NO71FY OWNER OF ANY SCHEbUUNG CONFLICTS. ,a MOTOR �UTLET s�cuR�TM snro� � 22. PROVIDE $8.000 ALLOWANCE FOR CONDUIT AND J-BOX REQUIREMENTS �,s AUTOMATiC TRANSFER SWITCH � CONTACT DOOR SNATCH IN JAMB OR li1NGE ; E�-10 EXHAUST FAN 480 3 15.0 21.0 26.3 30A 3P 3 10 & 10GN0, 3 4"C HBE2-26,28.3Q 9. VERIFY EXACT LOCAl10N OF EQUIPMENT TO $E FURNISHED BY OTHERS FOR SECURITY SYSTEM. Pe EQUIPMENT --[I}i INTRUSION MOT10N DETECTOR AS SPECIFlED � I # # � PRIOR TO ROUGH-IN. O � 0 KEY-OPERATED ACCESS SWITCH i �s DAYUGH7 SENSOR �r:p SURVEILLANC£ CAMERA � 23. C4NTRACTOR TO REFER TO TS AND SS DRAWINGS AND SPECIFICA710NS 10. FINAL CONNECTIONS TO EQUIPMENT SHALL BE IN ACCORDANCE WITH p occuPrwcY s�soR � ; ' EF-11 EXHAUST FAN 480/3 10.0 14.0 17.5 30A 3P 3#�'12 & #12GND. 3/4"C HBE2-32,34,36 MANUFACTURER'S APPROVEO WIRING DIAGRAMS. DETAILS� AND FOR £LECTRICAL COORDINATION. �iN F iN OIA RAFA �BO S � INSTRUCTIONS. IT SHAU. BE 7HE CONTRACTOR'S RESPONSIBILITY TO � DISCONNECT SWITCH � � PROVIDE MATERIALS AND EQUlPMENT COMPATIBLE WITH EQUIPMENT 24• CONTRACTOR TO LINE ITEM COST FOR ALL CELL EQUIPMENT VENDOR ...�_ Fus�.s * ; � ACTUALLY SUPPLIED. REQUIREMENTS THROUGHOUT PROJECT. �- qRCUIT BREAKER + EF-12 EXHAUST FAN 4$0/3 � 7.5 � i1.0 13.8 30A 3P �#12 & #12GND, 3/4 C HSE2-38,40,42 � WRRENT TRANSfORMER ; � i ��. POiENTIAL TRANSFORMER � � � ME7ER -+� � � SURGE SUPPRESStON DEVECE � ' EF-13 EX�iAUST FAN 120/1 1/4 5.8 7.3 STO � 2#12 & #12GND. 3/4"C L2E1-76 Q COLD WATER GROUND � g BUILDING STEEL GROUND ; i � GRWND FAULT PROTECTiON ' � � SHUNT TRIP � EF-14 EXHAUST FAN 120/1 1/fi 4.4 � 5.5 STO 2#12 & #12GND, 3/4"C L2W1-81 o- KIRK KEY SWITCH � � NOTE: LiGNT UNEN�EIGHT INDICATES EXfSTINC.�����/ INDICATES DEMOLITION. ; � EF-15 EXHAUST FAN 120/1 1 76 20.0 STO 2#12 & #12GND, 3/4"C L1 W2-22 K�TC H E N E Q U I P M E N T S C H E D U LE � ` � EF-16 EXHAUST FAN i 120/1 3/4 I 13.8 17.3 I STO 2#12 & #12GND. 3/4"C L1 W2-24 � � � � � i MARK DESCRIPTIQN VOLT/PHASE HP/WA7TS AMPS HARDWIRED RECEPTACl.E DISCONNECT FEEDER C{RCUIT REMARKS ' CONNECTION CONNECTION � EF-17 EXHAUST FAN 480/3 5 7.6 9.5 30A 3P 3#12 & #12GND, 3/4"C H8E2-61,63,65 ' � K-2 DISPOSER 208/3 1 1/2 6.9 X 30A 3P 3#12 & #12GND, 3/4"C L1 W2-i,3.5 2 � i SEE ""� ; ELEV-1 ELEVATOR 480/3 $0.0 100A 3P SEE ONE-LINE { ONE-LINE 70 AF ' � DIAGRAM DIAGRAM K-3A DISHWASHER 208/1 6240 30 X 60A 2P 2#8 & #iOGND. 1"C L1W2-7.9 2 ' � � G-1 GLYCOL PUMP 120/1 1/3 7.2 9.0 STO 2#12 & #12GND, 3/4"C lBE1-97 J ; K-36 DISHWASHER ; 208/1 , 6240 30 X I 60A 2P 2#8 & #10GND. 1"C ( L1 W2-11,13 � 2 ` � � � P-1A PUMP 480/3 5.0 7.6 9.5 30A 3P 3#12 & #12GND, 3/4"C HBE2-43.45,47 ' � # ��i � K-9 REACH-IN FREEZER � 120/1 1788 14.90 X STO 2#i2 & �12GND. 3/4"C L1W2-15 ���-'�`� ��l � ! � ��� � P-16 PUMP 480/3 5.0 7.6 9.5 30A 3P 3#12 & #12GND. 3/4"C HBE2-49,51,53 I `�' '' � K-13 REACH-IN REFRIGERATOR j 120/1 124$ i0.4 _ X _ STO 2#12 & #i2GND, 3/4"C L1W2-17 � '' ' 1 � � ;�; � � ; P-2 PUMP 480/3 2.0 3.4 4.3 30A 3P 3#12 & #12GND, 3/4"C HBE2-55,57.59 � � ; i K-22 � FIRE SUPPRESSION 12Q/1 � 1920 16.0 X -- 2#12 & #12GND, 3/4"C L'1W2-19 � � ; I � SYSTEM � � `�'-'.'�' i�. �= � P-3 PUMP 120/1 3f4 5.8 7.3 STO E 2#12 & #12GND, 3f4"C LBE1-89 ! '��� ,�.;''� i K-23A � RANGE W/ OVEN i 20/1 � 816 6.8 X I S?0 2#12 & #12GND, 3/4"C Li W2-21 1 �}� �,L` � ���� K23B 32ANGE W OVEN 120 1 816 6.8 X STO 2#12 & 12GND, 3 4"C L1W2-25 1 `� � �'''' � Sf-1 SUPPLY �AN 120/1 1/4 5.8 7.3 STO 2#12 & #12GND. 3/4"G LBE1-91 � K-24 EXHAUST HOOD 120/1 i920 16.0 X STO 2#12 & �12GND, 3/4"C L1W2-29 � � 1 i SP-1A �` SUMP PUMP 480/3 1.0 2.1 2.6 3�A 3P 3#12 & #32GND. 3/4"C ( HBE2-67.69.79 � I K-34 DOUBLE CONVECTlON 12d/1 1 13 8 X STO 2#12 & #12GND, 3/4"C L1W2-33 1 ' � OVEN ; SP-18 SUMP PUMP 480/3 7.0 2.1 2.6 30A 3P 3#12 & #i2GND, 3/4"C H8E2-73.75,77 ; I , iC-36 EXHAUST HOOD 120/1 � 1920 16.0 X STO 2#12 & �12GND, 3/4"C L1W2-37 2 ; � � � � SP-2A SUMP PUMP 120/1 1/2 9.8 12.3 STO 3#12 & #12GND, 3/4"C L1W1-72 ! ; K-38 HpL01NG CABINET 208/i 2109 10.9 X I 30A 2P 2#12 & #12GND, 3/4"C LiW2-39,41 1 ` � SP-2B I SUMP PUMP 120/1 I i/2 9.8 12.3 f STO � 3#12 & #12GND, 3/4"C � L1W1-74 � � I ARCHfiECT'S PROJECT NUMBER: � � t K-41A ISLAND PREP COUNTER 120/1 1920 16.0 X 2#12 & #12GND, 3/4"C L1W2-2 �(](�� .(��� � � � UH-1 UNIT NEA7ER 120/1 1/8 3.1 3.9 STO 2#12 & #72GND. 3/4"C LBE1-93 ISSUE: � � K-41B ISLAN PREP COUNTER 124/1 1920 16.0 X 2#12 & #126ND, 3/4"C L1W2-4 CONSOLIDATED CO'S JULY 21, 2003 �„� ; � I g ' N � UH-2 UNIT HEATER 120/1 1/8 3.1 3.9 STO 2#12 & #i2GN0. 3/4"C LBE1-95 � ,,,; ; , K-42 SERVING COUNTER 20$/1 16640 80.0 X 100A 2P 2#1 & #8GND, 1 1/2"C L1W2-6,8 �, ' N OTES: � ' , � ; K-43 REF COLD PAN 120/1 480 4.0 X -- 2#12 & #12GND, 3/4"C L1 W2-10 a � � � o � � � K-44 HOT �OOD WELL UNIT 208/1 5429 26.1 X 60A 2P 2#8 & #10GND, 1"C L1 W2-12,14 � i � K-48 ICE MACHINE 120/1 � 1368 11.4 X 2�12 & #12GND, 3/4"C L1W2-16 DRAWN: {� , � ` � ' REYl�1YED: � K-51 JUICE DISPENSOR i20/1 1920 36.0 X -- 2#12 & #12GND. 3/4"C L1W2-18 �� ' : � � K-52 MILK DISPENSOR 120/1 1920 16.0 X ; -- 2#12 & #12GND. 3/4"C L1 W2-20 REVISIONS: � � GENERAL NOTES: � A. FIELO VERIFY ALL EQUIPMENT POWER AND CONNECTION REQUIRMENTS WITH KITCHEN CONTRACTOR AND MANUFACTURER'S INFORMATION. � B. HARD WIRED EQUIPMENT CONNECTIONS SHALL BE SEALTIGHT. � C. E.C. TO COORDINATE ALL CONNECTION POINT LOCATIONS AND OUTLET CONFIGIJRAT10N5 WITH THE KITCHEN CONSULTANT. VERIFY EQUIPMENT � DISCONNECT REQUIREMENTS PRIOR TO INSTALlAl10N. ; SPECIFIC NOTES: ' 1. EQUIPMENT UNDER HOOD TIES iNTO FIRE SUPPRESSI�N SYSTEM. PROVIDE SHUNT TRIP CIRCUIT BREAKERS TO IURN EQUIPMENT OFF WHEN ; FIRE SUPPRESSION SYSTEM IS ACTIVA7ED. TIE FIRE SUPPRESSION SYSTEM INTO fIRE ALARM SYSTEM. ; 2. COORDINATE CONTROLS WITH KITCHEN VENDOR. � VAi� MOUNTAlN SCHOOL � � Vail, Colorqdo � r . , , � � , Electncul Schedules and Generol Note� ; � July 21, 2003 , , , . , , , ; � f t i ���i ��A� I � ' �ANZE � � � Consulting Engineers, Inc. � . _ Yad 970)949-6108 �pP1Ri(�{T 20�3 ; loke uhoe (530)550-7334 Project No. 7511.01 � Ux�� �303)278-3820 � xwN bgu com � L��o►den Froiects\75ii 0� Vo�l �.1o�1n�o�n Sc^oe��7511 Ot`B6Cr Cadd\751141Er.41�1:g !�I 2�, 2G03 ; _ � - SPECIALTY FIXTURE SCHEDULE LlGHTING FIXTURE SCHEDULE FIXT. MANUFACTURER VOLT MOUNTING LAMP TYPE REMARKS VOLT NOTES FIXT. MANUFACTURER I MANUFACTURER MANUFACTURER VOLT MOUNTING RECESS �MP 1�PE � REMARICS VOLT NOTES • TYPE NAME CATALdG NO. �PS TYPE NAME CATALOG N0. NAME CATALOG N0. NAME CATALOG NO. AMPS DEPTH S1 SELUX SA4—WP—H100—XX-27�' 150 5' POLE ON (1) 100W MH � PEDESIRIAN POLE WITH POST TOP 277 CP1 LITHONIA TXR-400M—PA22GLE-277— HUBBELL BL350—W-8—WA22—WH DAYBRITE NSE-400—P—MT—X AR25—CUL 25FL 680 PENDANT NA (1) 400W MH PRISMAIiC ACRYLIC GLOWlNG 277 3 S35 POLE 3' BASE SCWA HIGHBAY KLIPP COLUSSY JBNKS DUBOIS ARCHITECTS, PG S2 BEGA 2866MH 75 IN COIUMN (1) 70W MH STEP LIGHT IfV COLUMN 277 CP1E LITHONIA TXR-400M—PA22GLE-277— HUBBELL BL350—W-8—WA22—WH DAYBRITE HBE-350—P—MT—X AR25—CUL 25FL 680 PENDANT NA (1) 400W MH PRISMATIC ACRYLIC GLOWING 277 3,7 SCWA !-IIGHBAY Mrmber Amonccn Inatitutqof Arch�tocis S4 LOUIS POULSEN NYW—MAX-1�26WCF-277V 30 WALL (1� 26W DTT EXTERIOR WALL SCONCE ON SCHOOL 277 CP3 INSIGHT TS927-03—X—SA(D�-277—W ELUPTIPAR M115-150G—X-02—B SPI EDR-1403-120�277—Wl-IT—'SMX 154 PENOANT NA �l� 150W MH PENDANT MOUNTED METAL HALIDE 277 wnt�rsquar», 1512 Lcnm�rstrwt COP VPL-02—X WALL WASHER B^ds•t..�.i,Q.^w�,c�io�o 80202 ph 303-893-1990 fox 303-893-2204 S5 BEGA 2095 20 IN COLUMN (1) 20W G4, 12V EXTERIOR STEP LlGHT 120 CR1 LI7HONIA AFZ-2/26DTT-84ALD—'120—DMHL PRESCOLITE CFRCB826—DM—StCB8CL—SS OMEGA C5585—D1-5582RC 60 RECESSED 5° (2) 26DTT OIMMABLE COMPACT FLUORESCENT 120 6 � FOR EMERGENCY EGRESS - -- DOWNLIGNT WITH CROSS BAFFLES SPt LOUIS POUtSEN CHA—MOD. 1/32/CF-277—GREY ALU. 35 PENDANT (1)32W CF TT DECORAl1VE PENDANT 277 CR2 LITHONIA AF2/26DTT-6AR-277 PRESCOLITE CFR626EB—DM—ST372A1—MFC OMEGA OM6-26QPL—CS-277 60 l2ECESSED 5 1/2" (2) 26DTT COMPACT FLUORESCENT DOWNLIGHT 277 6 MEDIUM—OPAL POLY. GALLERY A201 � SP2 WiNONA 5000-42—F-277V—OA—LBP 120 PENDANT (4) 26W DTT 42" DIA. DECORA7IVE PENDANT 277 CR4 LITHONIA � AFZ-2/26DTT-84ALD-277 PRESCOLITE CFRfi26E6—ST372A1—MFC OMEGA C5585—S2-5582RC 60 RECESSED 5" (2) 26DTT RECSSED COMPACT FLUORESCENT 277 MOD. OAD 26° � � � ; , DOWNI.IGHT WITH CROSS BAF'�LE SP3 WINONA 5000-42—F-277V—OA—LBP 120 PENDANT (4) 26W DTT DECORATIVE PENDANT IN LIBRARY 277 CR5 LITHONIA 2GT8-332—Al2-277 COLUMBIA ST824-332G—FSA—I2—ES8-277 DAYBRITE 2—SP—G-3-32—FA—Q1-277 110 RECESSED 3 3/16" (3) F32T8 2x4 LENSED FLUORESCENT TRIOFFER 277 MOD. OAO 26" SP4 � CORELITE AB—WB-2T5-1—C-277—A—C-24—T1—X 120 PENDANT (2) 54WT5H0 LINEAR INDlRECT IN CLASSROOMS 277 CR7 LITHONIA DLV—DWN—MR16-3—AC—LD-120 PRESCOLITE LVH4-277—STLVIC OMEGA OM4-75MR36 LV — CS—X-277 37 RECESSED 6 3/4" (1)37W MR16 HIR RECESSED MR16 DOYVNLIGHT 120 � FL30 SP5 2ND AVE SEMI—CUSTOM 300 PENDANT ALLOW DECORATIV PENDANT IN 120 3 CR8 UTHONIA DLV—ADJ—MR16-3—AC—T30—LD-120 PRESCOLITE LVH4 SM2C OMEGA ADJOM475MR1SLV RADJ40 CS 120/277 37 RECESSEp 6 3/4" (1)37W MR16 HiR RECESSED MR16 ADJUSTABLE DOWNLIGHT 120 AS DESIGNED BY ARCHIIECT 300 WATfS EN7RY VESTIBULE Q �L30 120V COPYRIGHT 2002 ! 7hia documo�t fa cn frtstrum�nf of ssrv�ce,and SP6 WINONA 5000-30—F-277V—OA—LBP 120 PENDANT (4) 26W DTT 30" pECORATIVE PENDANT IN 277 CR9 L17HONIA AFW2/26DTT6AR—LD-120/277 PRESCOLITE CFR62fiEB—X—ST372AM�C—WW OMEGA OM6-2H26QPL—WW—CS—X—'!20/277 60 ! RECE5SED 6" (2) 26DTT COMPACT FLUORESCENT WALL WASHER 277 � omsuch,romoins the propsrtyof fho Archtfeet. Psrmtss�on�or us�of thic documanf is I�mHed MOD. OAD 10.5" 120/277 ! ortd can ba axtwnded ortly by wntten agreement DlMMABLE � wHh Kl�pp Colus6y lsnks i3uSois Arch�facfs,P.C. SP7 LOUIS POULSEN ORP—MAX-1/26W/CF—OIM SALLAST 30 PENDANT (i) 26W DTT DECORATIVE PENDANT IN 120 CR10 LITHONIA � 2AV—G-2-32—MDR-277 COLUMBIA STR24-3-32—G—MPO—X-277 DAYBRITE 2AV—G-3-32—PMW-277 � 70 RECESSED 5 1/2" (2) F32T8 RECESSED 2x4 INDIRECT 277 NAT. RAW ALU. DINING NALL & SCIENCE R SP8 DELRAY 4740—�-2 26W 1 RECESSED ('1) 26W DTT OECORATIVE 5EMl—RECESSED 277 CR11 LITHONIA DLV—ADJ—MR16-3—AC—T30—LD-277 PRESCOLlTE LVH4 STVL2C OMEGA ADJOM475MR16LV RApJ4p CS 120/277 37 RECESSED 6 3/4� (7)37W MR16 HIR RECESSED MR96 ADJl7STABLE DOWNLIGHT 277 DOW(�1LIGHT FL30 277V � Q CHAIN HUNG SP9 2ND AVE SEMI—CUSTOM 500 PENOANT ALLOW DECORA7IVE PENDANT IN 120 2 CS1 LITHONIA CB-2-32-277—GEN—HC COLUMBIA PT4-2-32—EBS-277—KHC OAYBRITE SJ-2-32-277 70 SURFACE NA (2) F32T8 TWO LAMP FLUORESCENT S1RIP 277 AS DESIGNEO SY ARCH17EC7 500 WATTS COMMONS CHAIN NANG ASSEMB. WITH WRAP AROUND LENS SP1� 2ND AVE SEMI—CUSTOM 300 PENDANT ALLOW DECORATIVE PENDANT IN 120 3 CS2 LITtiONiA UC-21-277 COLUMBIA UC-24-1-17—E68-277 DAYBRITE 8—UC-1-17—W-277 20 SURFACE NA (1) 17W T8 UNDER CABINET FLUORESCENT 277 � AS DESIGNEfl BY ARCNI?ECT 300 WATTS BOARD ROOM � � SP11 CORELiTE AB—WB-2T5-2—C-277—A—C-24—T1—X 120 PENDANT (2) 54WT5H0 � DUAL CIRCUIT LINEAR INDIRECT 277 � CS4 BELFER 2502-6—S—F SENTiNEL SL-2+2 SERIES CELESTIAL SOL 1000MF G25. 6" OC 50W/FT SURFACE NA (1) 25 G25 MARQUEE STRIP LIGHT 120 1 P1294-01-45 SATIN ALUMINUM LAMP GUARD � 6° O.0 WITH WIRE GUARD SR1 COLE PH810-2PB—DL-1 90 RECESSEO (1) i5W A15/ DARK ROOM FIXTURE 120 CS6 LITHONIA EJA-2-32-277 PRESCOLITE CSR4-232—EB8-277 DAY—BRITE IA-2-32-277 70 SURFACE NA (2) F32T8 FLUORESCENT STRIP WITH ftEFLECTOR 277 4 (1) 60W A19 . � SR2 COOPER HA3MR-3471—C 75 RECESSED (1) 75W MRi6 MR16 ADJUSi'ABLE DOWNiLIGNT 120 CS7 UTHONIA � SS-2-32-277 COLUMBIA SSX-232—E68-277 DAY—BRITE SS-2-32-277 70 SURFACE NA (2) F32T8 ( TWO LAMP S7AGGERED FLUORESCENT 277 5 � i . PORTFOLIO WITH 5 1/2a TALL HOUSING � STRIP f � SS1 LOUIS POULSEN SAT—MAX-1/70W/CMHT/T-6 100 SURFACE (9) 70W MH EXTERIOR DECORATIVE SURFACE 277 --- CS9 LlTHONIA 5-1-32-277 COLUMBIA � CH4-1-32—ES8-277 DAY—BRITE N1-32-277 70 SURFACE NA (2) F32T8 4' FLUOF2ESCENT STRIP 277 5 ...,,� 277—NAT. RAW ALU. MOUNT OUTSIDE OF DINING � MOUNTED lN CURVED COVE � � SURFACE MOUNTEO ST1 LIGHTOLiER ' 8202WH/8215WH 75W/ RECESSED (1) 50 PAR16 PAR16 TRACK HEAO 120 1 CS10 LITHONIA i DMW-2-32-277 COLUMBiA LUN4-2-32—EB8-277 DAY—BRI7E V2—W—A—E-2-32-277 70 SURFACE NA (2) F32T$ FLUORESCENT 277 � RECESSED TRACK, WHITE FT. TRACK FL ON RECSSED TRACK 1 WET LABELED s s SW1 HUBBARDTON 20-3231—CH-20 60 WALL (1) 60W DECORATIVE WALL SCONCE IN AUDITORIUM 120 CW1 INSIGHT I TM583—WCB-1-277—W ELLIPTIPAR F126—L140—E-02-2—VO SPI ED1-4853-277—WH—GS � 50 WALL NA (1) 40W BIAX LAMP� 40W FLUORESCENT BIAX UPLiGHT 277 FORGE CANO BASE i � � DECORATIVE WALL SCONCE � � I I I � SW3 HUBBARDTON 21-7185—CP--12 100 WALL (1) 100W A19 IN CORRlDORS. HALLWAYS, & STAIRS 120 CW2 PEERLESS ' � CRW7-2-32—WHR— ALERA Q ± WMP-32T8—PERF—WM—X-277—MW-4' LITECONTROL W—AI-96P-1-4—T8—ELB—ICNP � 70 WALL NA (2) F32T8 ' FLU4RESCENT WALL MOUNT ABOVE 8ATHROOM � 277 � FORGE � AND LECTURE � XFTN—R4-277—GEB10—SC7 � � � � VANITY i 2 ' I SW4 BRUCK 131260MC 50 WALL (1) 37W MR16 CANTILEVER ARM ARTWORK 12 CWS CANLET 68VEWMG NUBBELL NVBISGG DAY—BR1TE VIS-150—I-12—W— 60 WALL NA (1) 60W A19 JELLY JAR W1TH BLUE GLASS 277 HIR NFL30 LIGHT BLUE GIOBE BLUE GLOBE BLUE GLOBE SW5 LOUIS POULSEN SAW-2/13W/CF-277—BR.ST.STEEL 30 WALL (2) 13W CF DECORATIVE WALL SCONCE 277 CW6 CANLET � 68VEWMG HUBBELL NVBISGG DAY—BRITE VIS-150—t-12—W—G � 60 WALL NA � (1) 60W A19 EIEVATOR PIT JELLY JAR 12� '"� IN DINING ' � � t SW6 HUBBARDTON 30-3223-20 180 WALL (3) 60W A19 � DECORATIVE WALL SCONCE 120 CW7 LITHONfA ; WC-2-32—Al2-277 COLUMBIA W4-2-32—E88-277 DAY—BRiTE SWB-2-32—A-277 70 WALL NA � (2) F32T8 4' LENSED F�UORESCENT 277 FORGE , � IN STAFF AND K1D'S SINGLE BATH I IIV STAIRS � � � i i ; SW7 EUREKA E3133C—WP—F 15 WALL (1) 13W CF RECORATIVE WAL1. SCONCE 277 CX'1 LITHONfA � LRPW—X—GW—X-120/277—ELN PRESCOLfTE LEP—X—X—X—X—N—A MCPHILBEN 45VL—X—X—X—X 15 � SURFACE NA LED EMERGENCY EXIT SIGN 277 IN PUBLIC RESTROOM � � ��i�- � '�����j STEVEN � ���a SW8 HANDELMAN OL18.12W6 60 WALL (1) 60W A19 EXTERIOR bECORATIVE WALL SCONCE 120 CX2 � LI7HONIA ELRG PRESCOUTE EXTP-122—EM MCPHILBEN P-6—R-13 8 RECESSED 8.5'� (1) 8W RECESSED EM�RGENCY LIGHT 277 2 �'.:� `�• STUDIOS AMBER MICA GLASS AT THE ENTRY �" � __ __ GENERAL NOTES: � '; SW10 COLE S252—INUSE—F � 10 IN—WALL (1) 7W CF INDICATOR SIGN FOR 120 A. SUBSTITUTIONS �'OR THE SPECIFIED UGHTING PRODUCTS ARE NOT ACCEPTABLE AND W{LL NOT BE CONSIDERED. FAILURE TO INCLUDE � �, , DARKROOM ONE OF THE SPECIFIED PRODUCTS AS A PART OF THE BASE BID MAY, AT THE DISCRETION OF TNE OWNER, INVALIDATE THE ENTIRE .Y ,r• ,-� LIGHTING PRODUCT B1D AND EXCLUDE THE CONTRACTOR FROM FURTHER CONSIDERATION. �) '''�r;,�`'� : SW19 LUCIFER SSL—XE—N 3 IN—WALL (1) 3W X�NON STEP LIGHT IN AUDITORIUM 12 B. WITHIN TWENTY—ONE DAYS OF CONTRACT AWARD, 5UCCESSFUL CONTRACT�R SHALL SUBMIT A COMPLETE LIST OF LIGH7ING ��" . �� r�. PRODUCTS HE INTENDS ON FURNISHING WITH MANUFACTURER AND CATALOG DESIGNATIONS, ALONG WITH CURRENTLY QUOTED LEAD ��,.� i ;�.�►��- GENERAL NOTES; TIMES FOR THE DELIVERY 0� 7HE SAME. SHOULD THE CONTRACTOR ANTICIPATE THAT THE DELIVERY SCHEDULE OF ANY SPEC1FtED PRODUCT A. SUBSTITUTlONS FOR THE SPECIFIED IIGHTING PRODUCTS ARE NOT ACCEPTABLE AND WILL NOT BE CONSIDERED. FAILURE TO INCLUDE MAY ADVERSELY IMPACT THE CONSTRUCTfON SCHEDULE, HE SHALL BRING I7 T'0 THE ATTENTION OF THE OWNER AT THIS TIME. ONE OF THE SPECIFIED PRODUCTS AS A PAR7 OF TNE BASE BID MAY, AT THE DISCREl'ION 0�' THE OWNER, lNVALIDATE THE EN71RE C. CONTRACTOR SHALL SUPPLY "CONTRACTOR NET" LllMP SUM PRICING FOR THE LIGHT FIXTURE PACKAGE ON THE COMMODITY LIGHT fIXTURE LIGHTING PRODUCT BID AND EXCLUDE THE CONTRACTOR FROM FURTHER CONSIDERATION. SCHEDULE. PRICE SHALL BE FOR EQUIPMENT ONLY ANO NOT INCLUDE INSTALLATION OR MISCELlANEOUS ELECTRICAL C�STS. B. WITHIN TWENTY—ONE DAYS OF' CONTRACT AWARD, SUCCESSFUL CONTRACTOR SMALL SUBMIT A COMPLETE LIST OF LIGHTING CONTRACTOR NET PRICING HAS BEEN SECURED FOR ALL PRODUCTS SPECIFIED AND IS USED IN THE PREPARATION OF PRELIMINARY OPINIONS PRODUC7S HE INTENDS ON FURNiSHING WITH MANUFACTURER ANO CATALOG OESIGNATIONS, ALONG WITH CURRENTLY QUOTED LEAD OF PROBABLE COST. A RECORD OF SPECIFIC UN17 COSTS HAS BEEN SHARED CONFIDENTIALLY WiTH THE OWNER TO ASSIST IN ANALYSIS OF 61D TlMES FOR THE DELIVERY OF THE SAME. SNOULD THE CONTRACTOR ANTlCIPATE TNA7 TH� DELlVERY SCHEDULE OF ANY SPEClFIED PRODUCT SUBMiTTALS. MAY ADVERSELY IMPAC7 THE CONSTRUCTION SCHEDULE, HE SHALL BRiNG IT TO THE ATTENTION OF THE OWNER AT 7NIS TIME. D. COMMODlTY UGHT FIXTURE SCHEDULE CAN NOT BE USED 1NDEPENDENTLY OF THE DRAWINGS AND SPECIFICA710NS TO 08TA1N LUMINAIRE C. CONTRACTOR SHALL SUPPLY "CONTRACTOR NET" UNIT PRICING FOR EACH LIGHT FIXTURE ON THE SPECIALTY LIGHT FIX1'URE SCHEDULE. FIXTURE COSTS. THE INDIV(DUAL PUTTING TOGETHER FIXTURE COSTS SHALL NOT QllOTE PRICING WITHOUT FIRST SEEING APPLICABLE UN1T PRICE SHALL 8E FOR EQUIPMENT ONLY AND NOT INCLUDE INSTALLATION OR MISCELLANEOUS ELECTRICAL COSTS. THE UNIT PR10E FLECTRICAL DRAWfNGS AND DIVIStON 1fi SPECIFICATIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE NECESSARY DRAWINGS SUPPLIEO SHALL BE GUARANTEED FOR THE PROJECT AND VALID FOR ADDITtONS AND DELETIONS OF PRODUCT THROUGHOUT THE DURATION AND SPECIFlCAT10NS TO 7HE INDIVIDUAL QUOTING LUMINAIRE PRICiNG. OF THE PROJECT. E. REFER TO DRAWINGS FOR ALL FiXTURES REQUIRING EMERGENCY BATTERY BACKUP OPTION. ARGt11tECTS PROJECT NUMBEf� fl_ (`I�NTR�(`T(1R NFT PRIrIPir: �-IdC RFFN CFfI1RFf1 Ff�R AI t PRl1i111C`TS �PF(_IFIFfI �Alll IC (ISFn IPI T{-IF PR�PQR�TICIN f)F PRFi IMINARY (1PINInN� F_ AI 1 FI llC)RFCf FPIT I AhAP� ARF Tn RF ��[ln IIFr KF1 VIN rni nR TFAAPFRATIIRF_ OF PR08A8LE COST. A RECORD OF SPECIFIC UNIT COSTS HAS BEEN SHARED CONFIDENTIALLY WITH THE OWNER TO A5SIST IN ANA�YSIS OF BID NOTES: �UU� .U�� SUBMITTALS. 1. PROViDE LENGTH AS SHOWN ON PLAN. E. SPECiALTY LIGHT FIXTURE SCHEDULE CAN NOT BE USED INDEPENDENTLY OF THE DRAWINGS AND SPECIFICATIONS TO OBTAIN LUMINAIRE 2. PAINT TRIM TO MATCH FlNISH Wi�iERE INSTALLED. ��' FIXTURE COSTS. THE INDiVIDUAL PUTTING TOGETHER FIXTURE COSTS SHALL NOT QUOTE PRICING WITHOUT FIRST SEEING APPLICABLE 3. PROVIDE PULSE START METAL HALIDE BALLAST. CONSOUDATED CD'S JULY 21, 2Q03 g ELECTRICAL DRAWINGS AND DIVISION 16 SPECIFICATIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE NECESSARY ORAWINGS 4. PROVIDE LENGTH OF CHAIN TO HANG AT HEIGHT INDICATED ON PLAN. N � AND SPECIFICATIONS TO TNE lNDIVIDUAL QUOTING LUMlNA4RE PRICING. 5. MOUNT FIX?URES END TO END TO RUN CONTINOUSLY FROM ONE END OF COVE TO 7HE OTHER. PROVIDE 2' AND 3' LENGTH STRiP TO ENSURE THE � F. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH ARCHITECTURAL ELEVATiONS FOR MOUNTING HEIGHTS OF ALL WALL MOUNTED LUMINAtRES. ENTIRE LENGTH OF COVE IS ILLUMINATED. � G. REFER TO DRAWINGS FOR FIXTURES REQUIRING EMERGENCY BATTERY BACKUP. 6. PROVIDE SLOPED CEILlNG ADAPTER WHERE REQUIRED. � H. ALL FLUORESCENT LAMPS ARE TO BE 3500 DEG KELVIN COLOR TEMPERATURE. 7. PROVIDE BODINE ARC KEEPER. AK400PR6. � NOTES: � 1. t'KUVIUt LtN(ilfi Ur IKAI:K ANU NUMtitK VY IKAI:K titAUS AJ JFIUWN UN i'LAN. � 2. REFER TO ARCHITECTURAL DETAIL IM19 FOR FIXTURE DESIGN AND DIMENSIONS. 3. REFER TO ARCHITECTURAL DETAIL iM20 FOR FIXTURE DESIGN AND DIMENSIONS. DRAWtd: EPH REViEWED: JEB REVISIONS: VAIL MOUN�AIN SCHOOL l�ail, �Colorado Electrical Schedules and General Notes July 21, 2003 B �►�� �Qs� ���zE � * Consulting Engineers, Inc. Va1• 970)949-6106 COpYRICHT 2003 Loke ehoe 530)550-7334 Project Na 75fl Oi Deaxx: (303 278-3820 a nww bgoe.can . l\Go�den °rajecis\7511 C� Vo�� �'am�atn Schoo4'�7511.4i\4GCE Cod�\751141f.x42��.e Jul 23, ��?3 . KLtPP COLUSSY JENICS DUBOiS ARCHITECTS, P C Memb�► Am�ncan Ir.sFduts Of.Mchtt�cb Wt�tbr Squaro, 1512 Lanm�r$rrNt BrldOS l�wl,O�nvor,Coloradv 80202 ph 3b3-893-1990 fax 3G3-893-2204 / ` � / \ � / \ / � \ N OTES: 1. PROVIDE #10 AWG WIRE FOR EXTERIOR LIGHTING CiRCUITS. COPYRIGNT 2002 2. FOR MOUNi1NG DETAIL OF TYPE S5 NOT LOCATED Thta document ts on tnerrumtlrtf of service,and � WITHIN IN A WALL REFER TO ARCHITECTURAL as such,romains ths property oi rhs.e.►�cheec► Q DETAIL E32. Permtssion for us.oE this dvcum�nt�s limited crtd ce+n b�exfertded only!4y wr�tten egreemsnt w�th Kl�pp Colvssy�enks D�Bo�a Arthi+scis,P.C. / � , 5 � � 0 FLAG NOTES: I / � O1 LOCATIQtV OF U7ILITY PROyIDED PAD MOUNTED � TRANSFORMER FOR SCHOOL BUILDIN6. CONTACT � // � \ \ STEVE SMITH WITH HOLY CROSS AT 970.949.5892. / �j �/\ � � LOCATION 0�' TELEPHONE PEDESTAL. ROUTE BACK TO �j ' � \ \ T JttC VLK 1'C VVM. I'CC�CK 1 V Jt1tC 1 C`t.I 1 C VIC I.VIVUUI t \ REQUIREMENTS. � O /� \ \ O3 LOCATION OF U7ILITY PROVIDED PAD MOUNTED � / \ \ \ TRANSFORMER FOR FACILITY HOUSING SEE FLAG � NOTE #1 FOR CONTACT INFORMATION. / / \ �\ �4 PROVlDE PULLBOX WITH (2) 1�/z" PVC CONDUITS FROM CA61N PULLBbX LOCATIpN ROUTED INTO ��j � \ \ \ MDF ROOM. • / �� \ O5 PROVIDE HEAT 7RACE IN A 18" DIAMETER AROUND � / \ ALL FLAT ROOF DRAINS WITH S' EXTENDING DOWN � • / /� \ � 6 PROVIDE�P12 V POWER TO SCOREBOARD. CIRCUIT AS � � � � 6 � INDICATED. FIELD VERI�Y EXACi' l.00ATION. • � � J\ ` O7 J—BOX FOR INTERNALLY ILLUMINATED MONUMENT SIGN. '"� � � / / � �� � FIELD COORDINATE LOCATION �j � \ � PROVIDE 120V POWER FOR IRRlGATION CONTROL PANEL. / COORDINATE LOCATION WITN GENERAL CONTRACTOR. / // \ \ � CONNECT TO CABIN ELECTRICAL PANEL C, CiRCUIT #32. � � / 70 TYPE S5 FIXTURES FOR EMERGENCY EGRESS L1GH71NG ONLY. / � / \ \ \ L1C1-55 PROVIDE GENERATOR TRANSFER DEVICE (BODINE, GTD) � / �j / \ \ � LOCATED IN ELEC. 5122 TO DETECH LOSS OF POWER ' �p AND TRANSFER POWER TO CIRCUIT #9 OF PANEL HBE3. �� \ S5 PROVIDE QTRAN, STEP DOWN TRANSFORMER, QTRAN. / �� QX450-277V-120V-1-20A, TO STEP 277V FROM PANEl. ( � TO 120V REQUIRED BY FIXTURES. \ � S� 11 CONTROL CIRCUlTS H1C1-21 AND H1C1-23 BY PHOTOCELL �� � S5 gs S5 ON, (TORK, 2101) AND SEVEN DAY TIMER OFF WIT1-1 � \ ,.__�� _ � MANUAL 01/ERRIDE (TORK, 222L). LOCATE PHOTOCELL ON .� � � � rr—=� 1=� �t \ � I�t �- �� —� 1 1 ���� —_� '-- 11MECLOCK IN E EC L Bl�FACWG NORTH AND LOCATE \ ' � / / / ��f rr -� 12 CIRCUIT USING 2#8 & �10GNA. 1" CONDU1T. � - \ � � � '' 4 �li S5 ° � S5 S5 ~ // —�. 13 EXISTING TRANSF'ORMER TO REMAIN AND CONTINUE TO � � � '�i, i w�' jlfj 5 `�— SERVE EXISTING BUILDlNG UNTiL PHASE TWO CONSTRUCTION ' � � / ' , j rr r !f` �------�----�____ ~ (AND DEMOLI?ION OF THE EXISTING BUILDING) BEGINS. � /� Ji irj ��'S5 ! yi �s�i i-----1----�_____-� '.`--` _ �'��' � '�`��� � � r� � i r � i s� r ---_ � �� � O �j � � � "� r —� , `�� � / n ' (�1�� ���` r� � +"i� � f � `~ �+� ��� �� �2 \ \ a / / j 1' ss � - \ �� ' i �I �� � —_� ..�� �, ,}.} \ \ \ a '°l � � ' �j r4 v,,� _ !r $'rJ - L �" ( � ,�, 'T� � H1C1-21 '�' Ai�, // � �� � � i �'�J=—�== _ r d' �' � \ � 1 en r ��. �v r '���J �,i a,: 6 ee � r--� 1�...� \ �� "' ��, // �'� 7 --� �I `_ �� i f \ � 'G "� YJ � / �^_ � t �j `"J `�7^ ` c—' �. � �f ' � + .�'��' `m� � � �y �` ❑ ,r — i � ' �;�j .,L r r S1� \ \ , / � `t~ _J '� :, e%' - �t y� I �� I � �+ �y.. � �� , ��� � � � , , �r �.� � � � j � � �� � ' �� �t �� � � ------- -� , � '��, 1 ,o , � / '� „! � 'l a� \, � , ��;� +► ;�,,�,� � �' � � / \ � ' ' � � tl� � _ "� j! / I \ -f" � -{' ' �! 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(530)550-7334 Prokci Na 751101 Den� {303)278-3820 vww bece.com s L\Golden Pro,�cis�751i0D Va�l 41o;mtem Sch�cl\i51101\BGCE Cadd\75itOtExtOdr:g Jui 23, ?CO3 I 5 � LE 4 a i � T � ! TBE3 � EL ,TOR � ELEVATOR ^ A026 �1A�H1�� 4 I' B 1L � � � KT.iPP COLUSSY JENKS DZIBOIS ' ARCHITECTS, P G � PANEL I � � LBE1 �TR'�fe4 (� . — ----------------------------------------�------------------ - I �1a+FH-bP+� � U• • Nlombar AmatcanlrmnuioOfArch�t�cte -�- — ------^-- - - -�-- - ------------------- ----------------- --- ------------------------ � � �025 1. NUMBERS ADJACENT TO DEVICE INDICATE wn+.rsq�crs, tisi��r��,..sr.�.+ I , 2 CIRCUIT OESICNATION IN PANEL L1E1. Br� •L�v�l,Danvar,Colowdo 80202 ' .�.� O� ph 3�3-893-1990 inx 303-893-2404 I o 2 s�oPac� � AQ23 ( Sp FLAG NOTES: !' O1 NON—UTILITY OWNER CHECK METER FOR MODULAR CELL EQUIPMENT. �� O2 PROVIDE 2" CONDUIT FROM MAIN TELEPHONE BACK BOARD LOCATED 1N SERVER ROOM ' B104 TO VENDOR PROVIDED TELEPHONE --�-- --------- ----- - � --- ------------- - - ----------- ----------------- - - --------------- ' DEMARC BOX. -I------------ , i i i � � i i i S --- --------------------- --- - ------------ -------- �. ' I " i i i O PROVIDE A 2 CONDUIT CONNECTED TO � ! � —�� i i i �� ��' " �j � DISCONNECT FROM ELECTRICAL ROOM A038 FOR SPRINT PROVIDED EQUIPMENT. � � I � ' ' � � � � O4 PROViDE 2° CONDUIT FROM ELECTRICAL , i i i i i i I ROOM A038 FOR VENDOR PROVIDED � � � � t i � i i ' ------------- CABINET. i � � !i I � 5 DISCONNECT SERVES PANEL L1E2. REFER COPYRIGHT 2002 � •` � � O TO ONE—LINE. Th�a documont tc cn trtstrumsnt pi servtca,and I � ` � os such,rrmcins the property of ths Arch�tmct. r� Q I O ALL ELEVATOR EQUIPMENT TO BE ROUGHED I � +L —U ' I � 1N UNDER PHASE I. ALL EQUIPMENT IS TO Permtaston for use of this documont�s��mttbd ' , f ond ccn be wxtended only by wrtttwn ogreement CONNECTED UNDER PHASE tl. I , �� i wlth Kitpp Colussy Jenks dusoia Archttecta,P C. 1 7 FUSED ELEVATOR DISCONNECT SWITCH. I� ' ' ± 8 LOCKABLE SWlTCM TO CONTROL ELEVATOR ' FAN AND LIGHTS. � I I ' � II � 36O� I STORAGE � � MOTORIZED�ROJECTOR SCR EN FOR � i � —_� _ _—_ _—_—_ _ ( SD I �O�2 10 TROVIDE DEVICES IN CEILING FOR CONIVECTION 0 OWNER PROVIDED WIREIESS NETWORK � — -- - i -------�----- - ------------------------ - ----------------------- � - --- --- ---------�� ------------------- -----------�---------- - --------- --------- SATFI I ITF_ - � � ! 11 PROViDE 120V POWER FOR GENERATOR BLOCK � ' ° I �� I � O.T.S + I HEATER AND GENERATOR BATTERY CHARGER. ! � T.� Ip� , � .� � STORAGE LECi V!\L. � 12 PROVIpE (3) 1 CONDUITS TO GENERATOR FOR ! I � � ' ALARM WIRES AND STARTING WIRES. FlELD � ' � � H�LL � I COORDINATE EXACT GENERATOR CONTROL � � ��2L REHEAP �� ' REQUIREMENTS. ' � � � ; 13 PROVIDE AN EMPTY 2" CONOUIT WiTH � � A020 � . � ; � O.T.S ` ( I PULLSTRING TO CELL EQUIPMENT VENDOR � OISCONNECT LOCATED ON SHEET E2.21. � I 2 = � � # � � 35 4� p ! � " ; s ! � 35 ' � � � 39 39 � � � � l � � � I , ' ! 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DRAI'VN: i4 0 2s � o o : � ; 3, � � � ' � ' � 31 , i ( � ! � � { ; � � � 4ECTRIC,�L ; R��: �� � � � �► Q ; 3i � � n 85 � i � , I F � PANEL RVO�� , 11 87 � I , , H � � � � L6E3 P,O�Q � � I I REVfSIONS: � ' 72 II � � ' ( TBE2 I ' Q AODENDUM #4 : � � , j �l � 27 � -r o T.s � ! � � . , T01_ a . o - o IO ��T , � � �— , I , O- I � � I � , � 2s EG�UIP��EN< < � ' ;� �/�Q3�- '�, ,�'� �i036' i F S� SP P G � 8 �LER �A e I , � , ; RESSI�JG ,; �, , ;� DRESSI�vG � F � , I � � � ROG�v1 : �9 � o � _ ► �-- HD � � 8 RO���� P 0 � I � RO��V� ��- --� ,; -__��I , Roo� H I � HD � 1 I ; I � P�032 Sp , –�----- --�–� � A037 � , , � f n � � c � , ,; xa B _ � O ; , , � f 4 0 ` 1 � L L� � � � , � 3 ry��`� ��� � ` � i i 3 5 � � 1A ! P P } P A N E L � � i � E �� ��---� ��----�r 2$ � _� HBE2 � � O.T.S � � �.T.S � I ° ! I � ( V A I L M O I�N T A I N S C H O O L � � � � � � ' � i i � � V a i l, C o l o r a d o , � ' . ( , � ' � ' ; � , � 5 � � � � I i I13 13 � 23 � � � � ; o 0 29 ! f , � ___� � � , , , ____________ , . � �I � . ! < � ( � TSES TBE4 PAI�EL l ; � � � 7 C � 9 � I 31 HB 3 --------------- I 8asement tevel Plan � � 33 � I �! � i . —�-- --------------- -}---------------------- , ------- ------- --- ------------- `--------------------- � t A�_.__-- _=_ � � i i ' ' i , ! , � � , � I � N .� ---�- _ I ( � , N N � --- - I N,N � � �_ ' - -� _ I I � W W I ^ ~~ �_ _ � � � � = i � , �fi- - - - I (� { KLIPP G OLUSSY �ENP.S D UB 0I5 i ' � �� 'I ARCHITECTS. P� a = � � - - --- - � � J ' � I � "-- - -!_,� N17 ( I I � � ~_ ` M�mber Amomm�IrntNUre of ArchMecty � - ^--�._ � � 1 � -- �--- ' ------- - --- - - ---F--' ----- -----=`'==--�� ► COMPANY SWITCH . ; , b � � 2s - ------------- , ` E�� - �_ SPEClFICATION: Wn+srSqunro. 15721arimsrStri�t B�idys L�wl,D�nwr.Colorodo 80202 : _ a � , � , _ _____ _ N18 ` I28 � , � 2 I 2$ t I 2s 7�26 � , � �'�J' ` --- __�` ^ 1. ENCLOSURE TO BE 14 GA. STEEL. FlNISHED BLUE. � � I � --�, _ � 2. ENCLOSURE TO HAVE WELDED MOUNTING TABS p1'+303-893-1990 fcu�303-893-2204 I j I � i I `"`-� _ FOR SURFACE M�UN7ING TO WALL. -- i !� i � � - - ��� ` �----- _ _` � � - --- - 3. MAIN BREAKER TO 8E CUTLER-HAMMER F-�RAME, I i ; � 126 f � � ! ( �~ � ' --- __ _ 4. CONTRACTOR CO NECTiONS T� MAIN�BREAKERASHALLv , ! ; � � i � j 2fi i� � ' � 9�T GRADE Ta i Ai54 � I , I � ACCEPT UP TO 4/0 WIRE �OR 100A DEVICE AND (2) 250 MCM TO (1)500 MCM FOR 300A DEVICE � 2$ � � ,�p &,E � 1 � 5. BREAKEft SNALL CbNTAIN A SHUNi'-TRIP MECHANISM -- I ---�---- - -- � -�' --�-------- �C{lh���---- ; I ----- ------------- 17� � ; UGTCflNNECTt10 WCHAMB�R IS OPENDOOR TO THE � �J�� 1T � A152 � � � 6. BREAKER SHALL HAVE A LOCKING HANDLE TO PHYSICALLY � 2g At53 So f � � ! � , f SECURE THE BREAKER IN THE OFF P451TlON WHEN THE � �8 j Q � � Q � � t UNIT IS NOT IN USE. , � �n S -3,Cs I ' j 7. UNIT SHALL CON7AIN FUSED INDICATOR LIGHTS FOR ��j �t�J � , EACH PHASE ANb FOR GROUND CONTfNUITY. I 30 a � �� I � � 8. THE GROUND CONECTION SHALL BE ISOtATED FROM THE Ff2AME. COPPER JUMPER FOR GROUND ( I 14 ' I_ � ' � CONNEC110N TO FRAME SHALL BE PROVIDED. ' � J f A WARNING LABEL SHALL BE PROVIDED FOR I50-GROUND. ' � 30 N�! I , 9. A�l INTERNAL POWER CONNECTIONS SHALL BE COPPER BUS. , 28 � �� I 26 � 1 10. CABLE CONNECT101VS TO BUSBAR SHALL BE SECURED COPYRIGHT 2002 ' � � - o � ' � ' , BY (2� 1�4-20 x 1" BOLTS OR BY (1� DUAL RATED Th�s docum�nt ta on tnarn,m.nt of ssrvice,and -- ---- - --- - - --�-- - -- - --�--- ----- ------- E17 1 j SOLDERLESS LUG BOLTED TO BUS. Q:a.,�h,r.moins the property of tF,�Arch�tsd. 24 24 � 1 11. A SPRING LOADED STRAIN RELIEF BAR SHA�L 8E , Psrr�ias�on for us�di th�r docum�ni ts lim�t�d p� � PROVIDED TO SECURE ALL CABLES. � Q ty"' and con be�xtartded only by wr�tten ogroemertt STA 3 �---� �.,. i2. CABLE £NTRY TO THE LUG CONNECTION AREA ( Oa 1���`�"'� wdh Kl�pp Coturey lonks OuBo��Archie�cts.P C. � 00 �, `�--____�_ � SHALL BE THROUGH BUSHED HOLES ON THE ` -- ' - -- E16 ( '~`---"'� 1 BOTTOM OF TNE ENCLOSURE. A SPRING-LOADED � ""'----- HINGED OOOR SHALL BE PROVIDED TO COVER S�RA�E - ---� --- - 15_ 24---------- - 1 27 b 29 b 29 b b b ---�_~�,��`� ' THE OPENNINGS WHEN NOT IN USE. � (�� � �� )Q b 29 Q _ 1 n^ �IY]Ll f� 27 37 b 37 b �9 b 4 ��--�_ `y 13. OUTPUT RECEPTACLES SHALL BE COMPATIBLE WiTH ���� Q � � b 3 9 b b '� �`` --�._ CAM-LOK E1016 DEVICES WITN S N A P BA C K C O V E R S. CORR�DOR 4 3 � � ,,R��� � � -" E15 ! b b 3 9 41 b f �'`"' 14. ONE SET OF NEUTRAL CONNECTQRS SHALL BE PROVIDED. � � � S j ��f 27 37 r 41 1 5. U N I T S H A L L B E U L L i S T E D. A 40 � A151 � J b b 3� j 16. UNIT SHALI BE MANUFACiURED BY UNION CONNECTOR, INC ' � i b� j �� 31 � b f �g 1�. UNION CONNECTOR AGENT - GLS (303)394-0220 or-- s ' � ' , Q2� O � f�as ( � , 41 { � � �I! ���3 � a 24 � �� 25 � 31 b � b j1 � 24 �6 bQ��35 �� 2 1j ';� � TQ�I� ' � �. bp � 3 I � �, �b 31 - + b 6 1 � b �� � `` ' Q �25 b 33 2 � . ' f � a 22� 6�3 j � �f°23 33 �b b �� � !/ �' � I j � 33 2 ' � s 1 � �b F1 S ��' � . I ,0. ,�� � � j b� � 23 C01iPUT�R L�,B � ' i � , � � � li Q b Sp A102 ¢ �! � HD - - ---- I I � -------------22 - - - -- -_ ,� �23 __�,� 4 � �i � - - --- - - � ' �1 �� � e � b ------- 14 J • ' 1 0 30 ' 8TH GR,ACk ! sW1'� �W b � b S b il�J7 b � b 7W�b ttY b � 1 1 � 24 Oa ! i j,'� a �� -------- • E� > > � � 8 � 0 � f , -� ���� 1 . iI i--i 142 � 22 �� ��3 b S �3 , � �/ 6 +Q b g d C � � i 1 I Q� y t � � O � a 0 ��3 15 0 15 g S yy �g =E��1 SUPPO°T � �� � L i3 13 b ' �,�,� , t , � 14 1 �� ,• � 22 �� � �fli�? � U f., j �6 a j � { w � ' ° -� 3 � I 11C�?FNDEi�I ��b A904 �t�i� b i fi103 a � a o � / NOTES. � � : � SRO�h! j i � � �� -_�„��• , �4 a ����� � �j 2 4 1,� 1 a t1 1 5 » J f' � 1. NUMBERS ADJACENT TO DEVICES INDICATE � ���P g 1 6 ° A 1 25 � �� �j� b P A N E L � �C 1 j / CiRCUiT DESIGNA110N IN PANEL LBE7, UNLESS • �� 15 i i � �� �; , OTHERWISE NOTED. O$ 812 $ �32 � � � s°� 10 '� E��+14TQR � � b Q L9E2 �t� I �f , - �j, ` � O Ai26 I / � ��� a 32 � a _ 41 __ � I � � �i S s h�g ,� i5 i �--� �=-=�.1_ b �ia � ,� - ----- - - --------- �a --,--- � � � p - 4 3 --- �� -------0- - ' - 34-----�- i ---_�_ , -� '~-------- � � � w4LLERY � � � 0 Q coR�ico� Q � ��oo � ---.�_�_ E» QS0 3 A120 So � So p � FLAG NOTES: __ 34 4 �� � ( �' O1 ROUTE (1) �'a" CONDUIT DOWN TO FLOOR �o ' �----------------- � � � � STOR�G� � ' q.g '�I � - -- 94 -- - ' � ,�i 83 � {!� --- - ----- -------�----- ------ --- � ------�� MOUNT RE EPTAC E NC CEILINGA& ADJACENT .-, � �4,r � \ !i � 5 So Al2! O �� I � �1. � � � 3 i!I � $� � ;^ i ,� TO J-BOX FOR POWER FOR OVERHEAD _��C��`-'�" "�ly,� OVEN ` �'' "�' �I 83 ti�US;C I�° 81 4 , � / PROJECTOR. �� �J f��� Ho � � OFRCE � 2 ClRCUIT USING 2#6 & #10GND, 1" CONDUIT. �. � � ' 1PZ 4 i� b A123 ' $� PR� � ' �� FIELD COORDINAI'� NEMA CONFIGURATION. „-�'"�,�- '� � � 0 � Ai 12 � O "` ' �� � � CORR!D�R � / 3 ROUTE 3'a" CONDUiT FROM J-BOX IN � � r( I ` 51 � 83 � � ��� O ( I CEILING DOWN WALL TO TEACHERS' �7 � C I I �jR 73 �>>Q .�9 79 I �i STATION DATA JACK. � ��� „ ,� � ,i ; -- ; ���--- - - ;,------- � j�' � i-�}�' -� - - -----� ---- - � -------------- O4 PROViDE (3 2" CONDUITS UP TO SECOND �`.� ' '.�� • �` � 1i p� �3 I �E� a ��� �� I � �� FLOOR ACC�SSIBLE CEILING �OR ROUTING OF �' i�'� � � � � � � �; P TICE C�.i,�SR0�41 + � VOICE/DATA WIRES. �f�,r ,�;��.� � � � � � � ' � • <.. t '� , j� r r AQ�p �i 1 77 A1 4 Q3 i A111 79� � � O5 REFER TO SHEET E4.i1 FOR COMMUNICATION I ' p, � b Q /i INFORMATlON. Q � � �� , 77 � � � , 6 PROVIDE CHILD PROOF RECEPTACLES (HUBBEL � � �p S� Q � ` O H-SL-8300SG1) OR EQUIVALENT IN THIS ROOM. STAIR I � �O O s / � 7 BLANK J-BOX WITH EMPTY 3 4" CONDUIT ---�--- � - ----- - � - --------- - ------- --- 1 --- - --� ------------- �------ � -- 1 ------------------------- O ROUTED UP WALL AND INTO CORRIDOR ! � ! I, 75 = I T �� ACCESSIBLE CEILING. _____--"'l a �1..� ' w �1.���._...,_.�-_ .._....,__.�._�i..._1�__�� P w '�T�+ " l yF � ' 1� 73 �i � � �'"`� .��-.-��--- �-�_ " � � I / 8 COORDINATE EXACT LOCATION AND 40 ! ( `• f r.-�'"� „ ;..��-- �--%L�`� H -.J ' so ' , I O . ��.,��-- , , _ .- _._.�., _ � , N--.z � , � , AT10N IN CASEWORK W1TH OWNER � � N � H � _,�` `� INS ALL ' � � ;�..;�---�L._- '' �:._-�:_;;---%---��.__��_a�__.t._a�--r�� `"' -. J`'�H- �"28' E �b R�COP,01,��/ 73 b �, � i I AND ARCHITECT. � CGAT CLOSET i � �- � � i:,_.�L.... -1 i•_1`JL_ � '' �,�..,"` � I � PRACTICE � o - --��-t- - - ------- � ��--- ' � �` '`-'" ""'"""^ �J�-'� "� ' 75 Ai15 75 ❑ o � 9 EL�CTRICAL iJT1LITY TRANSFORMER LOCA710N. A133 i .-• � �---'"-' �_. _ °,�.._.,�,__...�__��--�,.�c.�.,, `'.`- ;, � -�. 4Q I � � •�`�� -�M" ��__M�-_��`4��ZQ���-�•-.'� f R `"��•- -ti ' 0 i I 10 PROVIDE 3'4" CONDUIT FROM PRACTICE A114 ARCHITECTS PROJECT NUM�It: � � •'`" .r-�C:'-��. „ _.�--:•_. �t� �-�`•-_ �._ .�� � � . . ' ! `�li '"�;r�'�; * �`-�-'-� �+( �JU ( 22 3 "`�--�%i��" ;!"- �'J,\,�Z�� � � ' - IU KtI.VKUiNIs%YKAC.IlL�t A715 1=VK �IUUIV � �- -� � -- -��"�-��-�`-r - - -�-� U ---�`-��'.j`•`, , ,��?-� °o , _ _ 75-- -�- -� --- - � - I - - --� I-- - --- �---------- - - - ----------- MONITORS. 2001 .028 _ , ''�,... ' -N 7 r J�f -�T��<<r� � , � � , Si.�- , � - � L" iN'�'�� µ -.�--�t�.J L��J t��.J L��.J\.��J l��.J�-�`�'��-,. _.1 �,� I � 1 i COMMU N I CATI ON S RA�K. ISSUE: �R ...•�.'�:_ ' _-;�..� ��R �,� I � '�P i�..�.� � ��� N���^�-...--. � L"`'\,17��.`� � IBU� ( I ! � I �/ I � L M 12 PROVlDE 120V 20A FEED FOR STAGE PANEL. CONSOl1DATED CD�S JULY 21 2003 UE�IBULE I �%���-'` ' ' ^ J l_�"J`�.J L._.J`�J�_.�.__� ' - 't,R r,R ,- 73 CORRIDO� o � •a,R;�•� �- � ��J�-��-�"" '"�-���r `� ""�-�rR�^ I� 13� S I I I ' I 13 PROVIDE 120V 30A FEED FOR MOTORIZED � � � �;�c9 � A116 A132 , �- � ��... 'v� � � -- ----�--- � ------ - ------------------------- M � � � �. •- �:,` ;�._• .� ' � -- N--�-�.� "` J��.,� � i LINE SHAFTS �PROVIDED BY 'MEA7RE N „° ��_.,�_.;� -�� ..;�...;:._��_.1 � -�, �'�� � � � C�NTRACTOR). CIRCUIT USlNG 2#10 & #10�N0, � �• a _�;:._.��-•"" �---=t. � ;r�ti `�.:t` ,��-}�Q. Q o � 3 4" CONDUIT. REFER TO TS DF7AWINGS FOR � t � EXACT LOCATION AND REQUIREMENTS. -� •y �v � t j�.. `��.i l._ �M •�` C�LU�� C r.i .i`-- .� .. _• ...�,M Sr-� � �, ��E.��j:... r 'H N ' � '^ .�.,,��� s�� , �H � � 1 r I �, j •� ^.��__.��__i�._..i�.....i�.__.�._.1 N N� 7�, !`'- ,9 I 0 I r , � '" � ,`'•,L•'f`- `•__Jl• j1 �•� ~. '���" � � I �� , 'I 14 TO�OW ERE ROVIDED WIREL SS NETINORKCTION � I � `J .. „`.. '�� ' ' `�---�'-.,�` p •� `ES." � ' � �/ -- � -- ' r..,L=-,----- --- -------��� -- -- - --�--'� ----- - --�-------�1 ]�' - -------------- JATELLIIE. � � � -- - w`.� �`�w i i � � +-------- I � ' � _ ' � � � 95 PROVIDE WALKER FLOOR BOX OMNIBOX SYSTEM. THRUST � 3 I ; � ' �5 ' STPIR � I � 71 � � i I I • � ' A134 � � �;g� 23 Z I � , � 16 NUMBERS ADJACEN7 TO DEVICES IN THIS AREA ' �� S 57 �� , , � �Z � � / ( INDICATE CIRCUIT DESIGNAil01V IN PANEL L1E2. ORAWN: �p�{ t f � � A� � , � - --�----- � , - - - -------�-----------�------- �- � 69 2 67 - � �T 73 ---��~-------^- -^-------------�-- 17 PROVIDE RECEPTACLE AT CATWALK. FIELD � � ! ( ( COORDINATE EXACT tOCATION AND INSTALLATION. � � � 59 S ,i �Ei�'IC � � � , � P,EYIEYYED: JEB � � 18 EMERGENCY GENERATOR. REFER 70 E4.i0 FOR � F + a 59 ��I i ��� � �� � � FURTHER INFORMATION. i 61 Q 13 '� � � ' � � ,�� 79 PROVIDE 200A DISCONNECT FOR CE�L EQUIPMENT , ,❑ i 78 78 78 78 78 �$ �i 67 "V�r -°�/ r ' O VENDOR. ROUTE 2" CONDUfT BACK TO SPRINT/ RENSIONS: I i �� WP ' � ' QWEST A032. FIELO COORDINATE EXACT LOCATION. I � � � � � � � � tR1 ��i � I I � ADDEfVDUM 1 � � i i i » » �7 17 17 17 ,f� �i Q � !r � � � 20 PROVIDE APPLETON, POWERTITE SERIES GENERATOR 2 ADDENDUM 3 I ` � � STAGE li STxGECRkFT � �! �' I I EXACTF�OCATION�ANO REQUIREMENTS.FIELD VERIFY 3 ADDENDUM #4 � �I ' I A`x5 63 � 73 �j Q At3& � 67 -----� � , � L1 I �� � � 3 3 � O i / 21 PROVIDE WIREMO�D SERlES AL300 ABOVE COUNTER � � � � I i F � I I � TOPS. PROVIDE RECEPTACLES EVEftY 24". CIRCUiT A MAXIMUM OF 4 RECEP7ACLES PER CIRCUIT USING �� r ' � LIE-26,28,30.32. i � o , � � i 22 � ii 22 �3 � '� � ' �3 22 SMOKE DETECTOR LOCATIONS IN THIS SPACE/ROOM I ( Ii ! � � I O SHALL BE IN ACCORDANCE WITN NFPA 72 AND , � 58 � 1� � � SHALL ACCOUNT FOR CEILING SHAPE AND SURFACE. I65Q� 13 'i CEILING HEIGHT. CEILING CONSTRUCTION FEATURES � (' I \ f � 1 � SUCH AS BEAMS AND JOISTS CAUSING THE CEtLING VAIL MOUNTAIN SCHOOL , I �; , , , TO NOT BE CONSIDERED SMOOTH, AND CEILING SLOPE. � ; � I Q SEE SPECIFICATION 16720. UQI�� CO��{��Id4 ° 62 � ' Q 74 ' � 4 23 PROVIDE (1) 100A UNION CONNECTOR PBS-M1010W-C/SP � _-_-_-_-_ _ 68 � i COMPANY SWITCH AND (1) 300A UNION CONNECTOR ------------------- - � � -------L------------------------- - - - - - - ` - - - - - - ' - - - - - - - - - - - ' � _ _ ��-�- � -C P8S-M3010W-C�SP COMPANY SWITCH. REFER TO � ' SPECIFICATION HIS SHEET. � � --------- --- - ---- --------------------� ---------�------------ 19 - --I--- ----- �- -------�---------- -------------- � � � � I , � N � I ' � � I 20 , I ; � � ; Mom�.evel Plan - Area A W I I � � � '� I � � 1 . � 1 I + Q Ju1y 21, 2003 (�j � I 1 I � ' 20 , � I � � � � � Q � ' � I 1� ' , ' ' � � � I I �# � I , � � � ( � ti i I I I � I ' 1 �8 I � � � I �� , ti� i � / � ,,a�a a S17 Si9 S20 S21 S12 S23 25 S� 26� ����� �-� �F1�UDIN p t /� py p� /� �tt! qAq ho�rH ��E � . ����'CL �U'���1 H f` i I- �fi E� - ���� �� Y �� t��E f-� f't t\L I (-�I� Y onsulting Engineers. Inc. � _ ail 970)9 9 6108 SCALE: 1/8 - 1 -0 � COPYRIGHT 2003 Loke aha. (530j 550-7334 ProJect No 751101 Oenver: (303)278-3820 h,vw bece.can l iGo��en Ffolects\7�it 0u t�Q;l lloaria�n Scheci1;51 i Ot\ZGCE Codd\75itOtEr221 d;:g J,;I 23, 2043 _ � " M N tN ��y' S � T, � z � � RLIPP COLUSSY JSN&S DUBOIS r — — —— — — —. _ — , �_ — — — ._ � � ARGHITECTS, P C. , .` ' � Ntomb+r Amoncart Irrseltur�o►Archrt�cta � � I I Wnfsr 5quon►, 1512 lar�m�r SrrNr "�--1_ I I Br�dy�Lw�l,D�nv�r.Colorado 80202 I ~ ` — — — — — — — r � ph 303-893-79Q0 fnx 303-893-2204 _ � 1 7 'r���� 1 Lj J I ' I 1 r ` 1 _ � 1 I ' I `�� � � � � � � I � I I �` ` � ~`I� `-�— _ � � � I � � � ` �-� � � I � I ! I I i ' '� ~ ^ �� � � UD � � � N '" � CONTRACTOR TO RECONFIGURE EXIS NG � � � ' � � I � I I , I 1 N N � POWER/AUX. SYSTEMS TO ACCOMM(� ATE I � � � � I ' � I W�W � � CHANGES IN THIS AREA. � � � � � � I ' ' 1 ' � � ' �� ' , � � � � � � , ! � � � , W �. i � i, , , � i � Z � I � f a ____� � , i , , , � .-_� � ! ; ; � i � �_ � � -----�---- � - ---- ---- ---- --- --------- � +----- — a ' ' ------------- --- --- { I ' , ------�------' Qs ( � � � COPYRIQHT 2002 i � � ,'B � a � � 5 b ti'� � � a I ! I I � I I I � I � /� I I � I 7hi:docum0nt�s on irtstrum�nt of ssrvtce,and � � i I O I 5 � � `( � l n � � � � os auch,»mains the property of rh�Arch�tsct. � I p � I ( � I � _ `�-��J- � � Psrm�ss,on for uw of this documrni is l�m�ted � � � � a � � � I � � and can be extartdad only by wrttten op.oemertt � � i 1 � v�nth Ki�pp Coiussy.lenia duBoi�Arch��cta.P.C. 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'+ ❑ � � � ❑ � � ¢ � !t8 C�SSROO�S� ° � � H1C1 13 6141 j g Ri-.h"P b �, I ; l � I �'"" ^' � , , 8126 S � /J\ S PANEL � 6121 � sD � g 9121 ' a � ❑ { ; � 8 , � � Q � s ( � �+' �-,vrn• �, ,;,C � 41 ( 2 4 b � ( ��,-,. L1 C1 , � '� g y 8 I ti� '�''� . _ � .�V� � "U 4 i �i 1�- --- 3 - 3 � 9 F � 1 ( �� � - ' I — - — - ------- - ---------�---------- n � � �f ,�.�",.. - --- --- - - — — U ` EXISTING E;;{STI�G � �'� '� ;-'t��` � n PdI�C�!E S�H��L iNCERGARTEN 3 I t I j CCRRIDGR � � K� I � � cc����oR t = � e>>o S F�LAG NOTES: �' cu�,ssR�o,� ; c�sRa�M � � � SD O � Bi2� � � O S� � OF 3 SD 1� , � 1 F � I F Q3 + „ 'I O CONTRACTOR TO RECONFIGURE EXISTING 3 E � � Q O ROUT� (1) �'4 CONOUIT �OWN. TO FLOOR i � � POWER/AUX. SYSTEMS TO ACCOMMODATE � 25 DATA 80X AND A SECOND �'a CONDU1T I � i I � � i i DOWN TO TNE INSTRUCTOR'S DATA BOX. CHANGES IN THIS AREA. I 25 25 -- - --z ------- --- -� o -' - - - - - --- ------------- ---------_._._.... ------- ( - � --- ,� --- TO JN BOX FORAPOWER OR�OVEFtHEAD CENT '� i , j � __- - --- � ti ' � 39 _ ------------�. � ---1-------- , tl � �,� � ( � ° i °� � � ISIAhT � � � ��. , �� -------, � - 8 i------- � [� � 23 1 . �� ( C�IrELOPr,4EN i �� � ------------------ PROJECTOR. � E � ' ------ � ; SUFP0�2T b , Bt32G�`� , b B1�9 I i � ``�., � � � � � _ _ _ __ _ _ _ _ _ _ _ _ _ __ � rn i ITIT - - - - -J 14 2O PROVIDE POWER AN� CONTROLS FOR � C ' . � �T �� � E I'� ' i' MOTORIZED PROJECTOR SCREEN. � I 1 F ( I � I � I � ,+Q� 8134 � ! 39 sfl � b Fc�C�t ilOt� C ; � �I � � �"� f ,� � 2 2 � � � � � � � � � � 23 , 1 Ho � � � C , i � 1 '_ � �� � 1 I�i I �� � ROU7E CONDUITS FROM CABIN PULLBOX LOCA7ED ' � ,� � - � SD � I ---" � �� I�� � i � I � iI� � ON SHEET E1.0 TO THIS ROOM. � � I I I i I 1 I I ( ARCNffECi'S PROJECT NUM�R: �z ti � -� W(lRK R(klld � � � i i ..I ____ 1 b I i i .'i i . � , ", VOLUNTEERS "" __----___ - � � ' I�v€IR4na�Y _ 2� so :� i� _ �' � - - ����,,. u .,� n Q - - - - - ' � �� ___----__ �; �;i 15 _________________ 15 a, � PROVIDE (3) 2" CONDUITS UP TO SECOND - -- - � 200� .VZV � � $�� � t3 33 C____35 3 __ 37 �___ �� Q � � 39 I � � � 81�$ �q. ���r �,i r ____ ____ � il FLOOR ACCESSIBLE CEILING FOR RO!lTING OF DO (�j� � ( �� 6116 � --------,'% � � ,� � � F VOICEfDATA WIRES. R L1 �: � ( 21 ! hal� i --------- -- ------ ------- - � _ � � r � � � So � 6130 13 a ; j � 6 �� � s �i ' � l ' i s, 5 NOT USED Q (}O ^ �. 1 i i CONSOLIOATED CdS Ji1LY 21, 2003 � U �/ � � , ____ __ � , i' 6 PROVIDE CHILD ROOF RECEPTACLES (HU68EL e � � 6 � �I i '----------- -- - -� i! , H BL 8300SG1 OR EQUIVALENT. �� N ' ; � 4� � , , ) I � 2� D � � � �� DH 'i' i 74 ij , O7 BL - X WI7H EMP1Y 3/4" CONDUIT � °C"'H �' � a � � ROUTED UP WALL AND INTO CORRIDOR � ,I � � � b� � ; c c � c � G� �!, Q ,' ACCESSIBLE CEILING. O � @ � � � � I I � i � 19 ' 35 � � i � ��i 2 a 2 {I; �8 COORDINATE EXACT LOCATION ANb � �� I ,��� CF � �- IA1STALL/1T70A1 IW CASEWOPi< WITI-I OW�IER ❑ � -�------- � -------1--- -----��h'�'------- � --------- �' ---�----- �--- - AfVO ARCHITECT. I � � DEVcLOPR�EPdT° - -----------EUSINESS ----- � ----- ! a b � '15 �-----�5 O ! �, t DiRECTOR prF� I �� b so i $>>4 �o � O O i O ALL COMMUNICATION DEVICES TO T'HE WES7 , � � or E I e � 18 (I� ( � OF THIS LINE ARE TO BE ROUTED BACK TO Q i D��• Bt35 17 �i1S 15 �� �� I 18 � � 1 (�� , i, DATA B121. , i EpH 1 9 � �`'� 1 I � 6 I � 10 � � b A L L C O M M U N I C A T I O N D E V I C E S T 4 T H E E A S T � � �g s� 1 7 5 S� 0��1 1 , � � � 18 I I� I � ' 2 1 �� O OF THIS LINE ARE TO BE ROUTED BACK TO n�,N � I 0 A C 6136 1 N� 1 7 15 � i ���6115�S � f 18 �8 �i i C0��O��S I� D A T A A 1 2 5. R��: Jf6 � � --------- ��i � i i1 COMMUNICATIONS RACK. � ' t fEC � 12 REFER TO SHEET E4.11 FOR COMMUNICATIONS 13 1 I ------3----- - RENISIONS: � b b ,�, � � ' � INFORMAT10N. i ADDENDUM 1 ° 'G � + �� �� ., �!; � I �' �, � 13 PROVIDE DEVICES IN CEILING FOR CONNECTION UPPER LEVEL KINDERGARTEN POWER AUXILIARY PLAN 1 I P � I �5 15 TO OWNER PROVIDED WIRELESS NETWORK � _ 2 ADDENDUM 3 I �� I i i SAIELLITE. .� � .. , � � � �\ � � �� SCALE: 1/8 - 1 -0 3 ADDENDUM ! { ; `� jI� i �' � 14 PROVIDE POWER� SWITCH AND CONTROL WIRING ; ! ( �� i 6 i FOR FIREPLACE. � . � � I � I � 21 ��\ ,_ 15 PROVIDE WALKER FLOOR BOX, OMNIBOX SYSTEM. , , � � � � M � I � � � 18 � �,i6ULE � ! " � ° a '' ��f 16 OFM HE PHASEL NE IN CATE CERCUI�T DESIGNATION N ry � � � � g�� ' - - O —' '� � ----' IN PANEL L1C1. UNLESS NOTED OTHERWISE. W � ( � � �/ u �!�, L� 17 NUMBERS ADJACENT TO DEVICES TO THE WEST � �L � I � � � � !�,' r , �, OF THE PHASELINE INDICATE CIRCUIT DESIGNATION VAIL MOUNTAIN SCHOOL ; / � IN PANEL L1W1, UNLESS NOTED OTfiERWISE. V(]II COIOI�Q�O � � I I ��' �� I _,___ 18 PROVIDE POWER FOR OWNER PROVIDED SECURITY � a I I �� ' O SYSTEM. FIELD COOROINATE EXACT LOCAT10N. � � ' ' S14 �' \ ! I 19 PROVIDE EMERGENCY PUSHBUTTON TO ALLOW 1 � I \ �I � O SHUTOOWN OF ALL SERVICE OISCONNECTS. � REFER TO SHEET E4.10 FOR MORE INFORMATION. � � / . �� \ � � + � �� �� ` I � 2Q PROVIDE 4'X8'X3/4" FIRE TREATED PLYWOOD � ' � N �- BACKBOARD. !, /- � ,� ( I ,j �\` � E`� � N � 21 SMOKE DETECTOR LOCATIONS IN THIS SPACE/ROOM Main �evel Plaa - Area B SHALL BE IN ACCORDANCE WITH NFPA 72 AND 1 �"v� � SHALL ACCOIINT FOR CEILING SHAPE AND SURFACE. � � I \,' � _ � CEILING HEIGHT. CEILING CONSTRUCTION FEATURES July 21, Z003 � � SUCH AS BEAMS AND JOISTS CAUSING THE CEtLING � I I 5�5 I\, I � W TO NOT BE CONSIDERED SMOOTH, AND CEtLING SLOPE. 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I�L i --------- - ----- ,_ ` ��-;��-�='"---�--,—�---- �� � `� ---- I�-�- -- - � --- --------------- ---------�---------- T� J-SbX FOR POWER FOR OVERHEAD - � � � ��;:..�� H ,;---R M M ��- H_ �� � '��� �`_"''�•_.r k„Q r�n' 18 � �a � PROJECTOR. +� I '�.r �t�-���.l L"��L.�.J l��J\��J L�J���J t.`_J V�`�.I` n1 11 �.i LLJ N - i � I I �'' -- ' �;1..-��--�' `"--�� � `J I f I I 2 PROVIDE POYVER AND CONTROLS �OR � � ' J Cl...��J����'• �• N" ' „.�'H' M n'� � '�t...1�1 � 1 J�� � .,,�5 � i � , _-a N• r ' I N _ _,,��� �,i � t 1 MOTORI ED ROJ CTOR SCREEN. � �� �� J\.�.J\.�J 1...�/��J�.�J l.�_J lti.J l��i! ,/K\j � ���.J`LJ 7 � M J�..-'� .�- � J`.l�'�.J V'�J�"�. Y I C ! O � � I I I TS �I � � �^ � ° r ...���,�"' �--.1� 1� r 2 �yt --h'-r-- � Q3 O3 PROVIDE POWER FOR FlRE/SMOKE DAMPER. THE � t �,4��.•�� � N _ � "' `-' -_�� ��,� ' 18 � � ' TIE INTO NEAREST CIRCUIT. I � !� � I� I N. ��--' ,. M M `--� ;,�� { I n F I I i f I n ARCHffECTS PROJECT NUMBER: i � � ii ti,;,�- � ,,,.�----};=�` ;�,.;.._•��--%�--•----- ' �---��_.�,_��� -•,�,-�,Y -�.��,; �� � r L-- � ; 4 PROVlDE CH1LD PROOF RECEPTACLES {HUBBEL ` I I ( II 43 ; �,`.,,�...--'�� ` �3 A U ``�`-_-:�N 43 j; � I 18 � �� i 1 �v H BL 8300SG1) OR EQUIVALENT IN THiS ROOM. ��U1 •�'�� ----- - - .,' -�---'------- _ - .-"' - _ --�- �� '-. -- Q -- ------- �2 - -I � - --- ---------I--------- � , i , h' � yY,;`... a _ x•"�'�-�r�� • , $ 3II323�=.�; , � �— ^ � , � � 1 � O BLANK J-BOX WITH EMPTY 3/4 CONDUIT � ��Ij �./l��J l�J���J\�.J 4.�.J L.�.J 1....J L.��l l.�.J`��� � � Q � tSSUE i , � P`F J` �` „ �,��a � I ROUTED UP WALL AND INTO CORRIDOR CO�OUDAhO CD'S JULY 21, 2003 R �} µ � �� �` �``P`� Q I ' � � ACCESSISLE CEILING. � � I � �I P �r� ,�. � � � J L�.��_�i L'--��--1 ti.._.1�,_ N �e ._.,° '� 6 PROVIDE POWER FOR ENLARGER STATION. � ! � ��R�,�-� µ r�.,...�._.,�_. ��---1:._.;;._y� r, ° `---P"�.R,, � i i � � , ; �R �'- ,.. ���...-' ._ . _. _ _. "' '`'`.;�•�:` ' --`��, ' , ,..—, ' 7 NOT USED � ,' I �� ;✓�����.. 1. M � N ���,�"J�""Ti0l7fIVnIV�l1„_'Jt.__1�.__��ti.1i-� J`,���. ��. I t� � ��1'IJ� IC _ �—______'�..__. __'__. "� f � 8 PROVIDE /3\ INFLOOR RECEPTACLES AND � � ( � i".%j � � , 1..�•�`"�.,�-J` _ n7 �w``w ~��...'�b'�L'� � I n� � a \ 1 i i }`",,L--' ,_ ° „' „ -- �` 1�,� '`� i A^ I (3) 3Yz EMPTY CONDUITS ROUTED TO a � I II ,�- i •° � ��"'��.__i��.i� � _�`.�� ,� •��1� 1".C�� ( � CONTROL ROOM A231 ALL WITHIN AN 8"X8" � u ,f`rj`• ,` � L._.j�..._ �.__i�ti �H -• �� ��,,;y1C i �j / � d IU ': --'��''� �� '� ���.° � � � 0 � ' ' FLUSH MOUNTED JUNCTION BOX_ � }�.--'`_ _, '��•-.: � Zo t � ----- - I -- -- -���'------- --- - �� ---�-`=�,r��- -- -- � ----- 20 ----ti ----�--------�---i-----------�--------- 9 NOT USED ----- ------ �� `i I I �- --- ---------'----------------'- ---' --- -� j I' � � I I 10 PROVIDE DEVICES IN CEILING FOR CONNECTION ��� ' � � � I � ►r ' � SATEL�ITE. PROVIDED WIREL�SS NETWORK ��� � i i � i i � 20 � � ( --�------ f i1 PROVIDE WALKER FLOOR BOX, OMNIBOX SYSTEM. �-- - - ------------------- ------- --- - — ------�---i-----------�-------- � ; � � � ^ lFERENCE COAfE"nENCE � ' ; --�-------------------------�^^------�------------ n 3 � A213 � k214 ir 12 PROVIDE POWER FOR KIW EXHAUST �AN. ��: JEB � ' ; `./ � ' � �( i O� 28 bb b � 0 f� � I i3 SMOKE DETECTOR LOCATIONS IN THIS SPACE/ROOM � � ; � SHALL BE IN ACCORDANCE WITH N�PA 72 AND I ' 0 � � SHALL ACCOUNT FOR CEILING SHAPE AND SURFACE, t ! ( 22' 22 I !r I ( CEILING HEIGHT. CEILING CONSTRUCTION FEATURES REIfl$IONS: � � SUCH AS BEAMS AND JOIS75 CAUSING THE CEIIIWG � ADDENDUM 2 ' � i � F �' � 22 I� r� i ( TO NO7 BE CONSIOERED SMOOTH, AND CEILING SLOPE. 2 ADDENDUM 3 � ( � � � 26 F � _ ___ � SEE SPECIFICA?lON 16720. 3 AODENDUM #4 i I ; f W c v 6 C ! ----� ------� I I I� i f A212 � � ' !I i � � r I i �, ' ( I ' I � I i �- I ! ' ' � i , SD ( � I � -------- , I b � � � ! � __ � � � VAIL MO�JNTAIN SCHOOL ,�� ; , i I ;, # , � Vail, Colorado � � 41 I �I i „ c c �� 24c � ,� � � � I � , •--_....--......................._._ o , , b 2 �, � � � -- , _ --------�-----------�--__-_---- � ,� , , � � ------ - --------- ------------ � ------ cVN ---�-------= — , ' , � - ----I----------�-- -�---------- , , I � W � I , � I I � � I I t Upper Levei Plan - Area A F- ,�W � � � ! � �� � I � � J � y� ' J , ' ' July 2), 20D3 � � � � I � � � I I � � I I i I I , �AREA A � EAUDIN � ��� POt��R AUX[LlARY �LAN - UPPER LEVEL AREA A ��� � � „ _ ,_ » SCALE: 1/8 - 1 0 NORTH � �EY PL�N Consulting Engineers, Inc. Yaif (970)449-61P8 COpYRIGNT 2003 . Lake Tuhoe• (530)SSO-7334 projett No 7511.01 Oenver: (303)278-3820 e.rvr bgce.can L tGolden F�o��cis\7511 CO Va:l yOUfl�Oifl Sc�col\751101\SGCE Cedd\75i 141Ex�24 Grc „��i 23, 20�3 . � KLIPP COLLTSSY JSNICS DU$OIS ARCHITECTS, PG 1 I � � � � i i i i I I I Ivl�mber Amoncan I�sntufs of ArchAOCfa � � i � � � ' 1 � I I I � 1 I ( � � � I Wntor Squnr�, 7 512 lor�m�Str�f N N I ' ' ' j I I I FLAG NOTES: . . $ridpa Lwrl,O�nw►r,Colorodo 802D2 WN � � � � � � � � �' ph 303-893-1990 Fox 303•893-2204 W � � � , ' , i ( V � � � I , � � W 'W O DATA BOX AND�A SECO D�� CONDUOR � � � W i , l DOWN 70 THE INSTRUCTOR S DATA BOX. � z � � � I I � � ! = MOUNT RECEPTACLE IN CEIUNG & ADJACENT � ' , , I I � V TO J-SOX FOR POWER FOR OVERHEAD �J � E... W PROJECTOR. , � � I ( , � , I � � ' + � PROVIDE POWER AND COIVTROLS FOR , I � I I I � ,"� MOTORIZED PROJECTOR SCREEN. � � � ' ' � ___ ____ ____�_____�_�_�____�__^_� 3 PROVIDE S U f�F A C E M O U N T E D W I R E M O L D, SERIES 5400 WITH SPLIT COVER ARRANGEMENT. � --______--_ �� r�� 1� , C� 3 � � r 7,� b � ��B a i � � � FOR COUNTER TOP RECEPTACLES. '5 � I' � 1 5 ; 1 I I � �� i .��. � � � � I O 4 P R O V I D� C H I L D P R O O F R E C E P T A C L E S (H U B B E L � � � ' ' � � H BL 8300SG1) OR EQllIVALENT 1N THIS ROOM. � �----� � � �----� r1 � � f j ( f ; --T--� -- -- I 3� � y<%�t'��;�)° � � � j ; ; ; O B L A N K J-B O X W I T F I E M P 7 Y 3/4" C O N D U I T � � � ��r � i'i�"i f��- T �� i � b�,/C., ..J�,--\e � R O U T E D U P W A L i. A N D 1 N T 0 C O R R I D O R I �,J ' ��' �� ' L�' � � •( �'� r`� ^ I � � � � ACCESSfBLE CEILING. _� J I l. J � 6 � u r r � t � f � � � �1 I 1�1 �i I I'11 I � ! ` � I �� �i i i �� �� i i� � � , n'i � , ! I � � � � , ,�� i F� �� i F� ' I i *'r'� �'`�" ' I � I � O A L L C O M M U N I C A T I O N D E V I C E S T O 7 H E W E S T �� , � �� so �� � �� I � a ! � ' o�, ' ` +J� � � � � � � OF THIS LINE ARE TO BE ROUTED BACK TO COPYRIGHT 2002 � , �'""1"'� �--�--� �� � 'J so �' � � E � DATA 6121. NUMBERS ADJACENT TO DEVICES � ,� � � � $2�� ` � �('� 0 �,n � � ' ' T F,�a d o e u m e n t t s c n t n s t r u m w�r o f s s r v l c s,a n d ' 4Tti G f� I I ,L 6T Gf�ltdE u JY � WEST OF THIS LtNE INDICATE ClRCUIT o:�,�h,romoins the proporry of th�Arch�teet. � r ^^ � � � ,OQP� ' � � � � � pESIGNATION IN PANEL L2E1. t - - - ---.,�i - -��,-_r--- --.�_-------'-�_�_wa�_�__ Permiasion fcs uss of fhia dpcumsnt is I�mited � '_�1 b� �' � 2 ��� ` ^ � � ' :L�� n �� U�J,� � � � ( O7 ALL COMMUNICATION DEVICES TO 1NE EAST and con be rxtended only by wrrtten osroement ' ( �� � � ,��, ! STOR R{r� ��a I with KII coi � OF THIS LINE ARE TO BE ROUTED BAC1C TO pA wsY Je^1cs duSols Architects,P.C. , r�� � F�, ' Sp 6253 �L.� �J9 � DATA A125. NUMBERS ADJACENT TO DEVICES ,f _ c'��__y__�,'� `C`. .'?' I I ` EAST OF TH1S LiNE INDICATE ClRCUIT � �1 � S � S :������_�,���� I � � � � DESIGNATION IN PANEL L2W1. � � ` � Q �J I 5 I I I � PROVIOE RECEPTACLE AT CEILING FOR HUBBEI.L � � � � J i i i , COMMERCIAL CORD REEL, �SLC25363C. IO PROVIDE ANn INSTALL COt�D REEL. 1 � �» ! I ' ' 9� PROVIDE DEVICES IN CEILING FOR CONNECTION ,i � ' � �» a 5 � TO OWNER PROVIDED WIRELESS NETWORK � �� I I O i � � I � � I SATELUTE. --�--- -- � � _ _ ° - - CG°R�i;OR + i �-� -� `� � —{+ 1 0 PROVIDE WALKER FLOOR BOX, OMNIBOX SYSTEM. � � 8240 � � 3 11 PROVfDE POWER FOR FIRE/SMOKE DAMPER. � 3 � � 1 � TlE INTO NEAREST CIRCUIT. � � `"m Q I 1�� � � � 12 SMOKE DETECTOR LOCAilONS IN THIS SPACE R � -------- - -----���� '__�---- ---- � } �„ --- --j---�---------_ ---_-------- - --------- � / OOM o -� ��_�_l. o � , � � ; SHALL BE IN ACCORDANCE WI7H NFPA 72 AND 4¢� �!��'" 9 �;}� �; � � ; � SHALL ACCOUNT FOR CEILING SNAPE AND SURFACE, `�:'� � 10 � � � �� l � � CEILING HEIGHT. CEILING CONSTRUCTION FEATURES .`^�`Yt GRAD� � � ,�, �� I� � � i SUCH AS BEAMS AND JOISTS CAUSING THE CEILING ' ------_._...___.._. -- - ! , "C,�,C�:,gSRp ; [� �,�y � , `""""'-' ' ' ' ° "°'-""r' `" "'°�'-'""-"-""-"""""-""__""""__ TO NOT BE CONSIDERED SMOOTH> AND CEILING SLOPE. . � -------- -----L�- B2 ! 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(303)278-3820 wrrrr bgeaeom l tGolden '�o�?cis\7511.Oa VaJ b+ounia�n Scncet\i511 U�\BGCE Cadd\751101EX22i Ji�,q Jui 13, 20�3 ti � KLIPP C�LUSSY JE�TT'iS DUBOTS ARCHITECTS, PG Ntrmb�r Am�r,con Irntdur�a{Ar,chH�da Wntsr Squnro, 1512 Lorim•r S+r+�+ Br�dpa Lw�l,Dertwr,Cv�orado 80292 ph 303-893-1990 (nx 303-1993-4204 FLAG NOTES: O1 PROVfDE BYLIN RIM SYSTEM AS SHOWN. REFER TO SPECIFICATIONS FOR Fl7RTHER DETAILS CIRCUIT USING A 30MA CIRCUIT BREAKER. RIM SYSTEM TO BE INSTALLED SO THAT ELECTRICAL COMPONENTS ARE NOT VISIBLE. HSE2-44 O2 PROVIDE HEAT TRACE IN A i8� DIAMETER n,F AROUND ALL FLAT ROOF URAINS WITH 5� COPYRIGHT 2002 r–�___ EXTENDING DOWN DRA1N PIPING. CIRCUtT 0 r i� –� USING A 30MA CIRCUIT BREAKE3�. 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(530)550-7334 Pro�ct No 751101 D�ver: (303)?78-3820 rrKw bece com l�,Goid�n Fro�:cts\7511 CO Va;l Mlounia�n Sch�ooi\751 i O1�BGCE Codd1751t0iE228 dwo �ul 23, 20G3 , � , 1 ...._--_.------ ` � i.. I � �S, ; � � E�E!��T�� � � EV�TOR � ' L1 E1— r n � :....__ .__..._-----• ��l��F,H I I`� HBE1-7 i �iQ2� � �CW6 � AO�� KLIPP CpLUSSY JBN�S DV$OIS --� ------------------------------- --- --------------------------'_'_------' - �I� � 1-�FbA� - --- CS1 --- - ----------------- --- ----------------------- ----- -------_.'____._-------- ARCNITECTS, P C. � � � Nbmbar./u*+a,cnn Ins��turs of Arch�+� � _..� ?� HB�, , � NOTES: � B00K WM�rSquara, 15121anm�rS��� � ' i. CONNECT EMERGENCY FIXTURES AND EXIT SlGNS I � � � STORAG� NOTEDAI�EST UNSWITCHED CIRCUIT UNI.ESS OTFiERWlSE $�'d9��-w��,D��w►,Cobwdo802o2 � ph 303-843-799p (az 303-893-2204 I °----------� A023 � 2. REFER TO ARCHITECTURAL PLANS FOR MOUNTING � HEIGHTS AND LOCATI4N OF DECORATiVE FIXTURES. � �S, — ---- FLAG N�TES: ! ` CRS � O ABOVE MIRRORP LIGHT MOUNTED � � HBEi-5 O2 INSTALL S7RIPS iN COVE SUCH THAT --�� _� ENDS OVEF2LAP A MINIMUM OF 2". ---- --------------- - ----------- --- - CX � -i-i----- ---------------------i i i C 1 � - --- -- -- -- -- ----------------------------------------- -------------- ----------- � � f 3 � � � � ; � o, � � -- � � ��� � a � � I I i i t , � i i 5 � � �4 C O O R D L O C A l 1 0 N O F L 1 G H T F I X T U R E S I I CR2 �� i i i CR � �R2 t i i CR2 I i W I T H M E C H A N I C A L �Q U I P M E N T. , ' � � � r � ' � , � -------------- U5 CIRCUIT SECTION OF TNIS FIXTURE SUCH I � i i i � i i i i ( ( � � TNAT BATTERY BALLAST IS ONLY UTILIZED � , f `�--� � , CS1 CS1 � CS1 CS1 IN THE EVENT POWER IS LOST TO THE � E t I BUILDING. 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REFER TO ARCHITECTURAL PLANS FOR MOUNTING CS7 �-,�3 OG - — �� , � � p K — �S� I _ � ,� HEIGHTS AND LOCATION OF DECORATIVE FIXTURES. � STG�G I � ���� � � — - - 4 - � -� i {' -�� -�-�- — �--��_ -- � -----��— --------- ,� A�27 '� R5 1 ;'{ � CR CR2 � � , j ; i 10 i � ' � � � � i � � + ' n � i � � � � � I � ; � E i' � �; )' �� , �.i { � � i � � � � � i 3 --i i t ZS J � � C � � �� , ����1� � � � � 1 � � / �y \./ r I Q ; OFFiCE I � I cJ 1 O � "'ti!,• � +� �'r , cs� � I - c`� � �, 3 � � �F I � � � FLAG NOTES: �� � �f� IAi 2 _ � A1 i � � � �'J �' � � � Gi�, �p � ' / O PROVIDE DOUGLAS KEYED SWITCH '` � � lAP � � � � ---- — � '� � r ! ,� ' � I � ��S1 ' t 4 � , , O SWITCH TQ TYPE CS6 SHOWN ON E3.24. � � --- -s._�� r 1 ��,� �� c� v U ;II - - - --- �- � �I -�-f' J-- � � - � - - -P�USiC --- -- - J----��----------------- O3 ONE SWlTCH TO CONTROL HALF OF THE � �' I �j'; uh � L 1-54 �� ` ? r �, I� ` � � � CLA�SROGhl �� LAMPS AND OTHER SWITCH TO CONTi�OL � �;�� ��' � hl ; � i Q �� , A420 I C d'1 4 i C 1p � t "131 � � OTHER HALF 0� LAMPS. ,tT� ��• � � �� � � � � � O4 CONNECT FIXTURES TO D1MMlNG PANEL, LB3E, �,��,,� � `����„�" I' � � I � � � I � , CIRCUIT #$9. ' � �� I � S?AIR I I I / � O5 CIRCUIT SECTION OF THIS FIXTURE SUCH �� � THAT BATTERY BAU.AST IS ONLY UTILIZED ----�- - '- ----- - - --------- --------- - --- - - - - - - ' - ----7---� ------------- (N 1NE EVENT POWER IS LOST TO TNE � � 10� � � BUILDING. OTHERWISE FIXIURE SHALL BE � C �Q i i / SW17CHED WITH 4TNER FIXTURES IN THE , �� ! � SR4 S 4 � , ! � y i � , � � � ( ROOM, � ' �'� � � � 6 MOUNT fIXTURES 10'-0" AFF. � �( � t � ; ( � 7�^F �I CR2 - -- -Fj!I- o -- - -- --}- � � O � i 'i ' k �5 � ° / # ! �7 FOR CONIROL OF THIS FIXTURE SEE SHEET E3.23, A1�33 i I AUDITOR(UN� I i ' ' C ' I f � i FLAG NOTE #5. � � ; , � ���o �� �� � � hf , � � --' � - ---------------------------------- -- �I$��_ CR10 - - -- --- - - - � -- ----- -------- 8 SWITCH TO TURN LIGHTS ON 1N STAIR. SEE _��_______�__�.� O 5 �- �' i , SHEE7 E3.24. 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REFER TO ARCHITECTURAL PLANS FOR MOUNTING � ZI, � � � � �\ � !� HEIGHTS AND LOCATION OF DECORATIVE FlXTURES. � I E ��¢ S ' \ I �� I �� VAIL MOUNT�IN SCHOOL , . . �j' � � ' ' � 4 � �,-�, I I � Vail, Colorado , j � � , , , I I I /� '� I E¢ ! ' I F'LAG NOTES: \ O1 CIRCUIT SECTION OF THIS FIXTURES SUCH THAT BATTERY I I I � � I Si5 � BALLAST IS ONLY UTILIZED IN THE EVENT POWER IS LOST TO � I � I � I THE BUILDING. OTHERWISE FIXTURE SHALL BE SWITCHED � � , , , N •� WITH OTHER FIXIURES IN THE ROOM. Nain levet lighting Plan - Area B ! ! I I £� I W '� O2 SEE SHEET E2.23, FLAG NOTE #5 FOR CONTROL OF TNIS FIXTtJRE. July 21 2003 f I I I I = �' L� ' O3 SWiTCH TO TURN LIGHTS ON IN STAIR. SEE E3.25. � � � � /� p /� � � 1"" 'W �4 ONE WAtL 80X DIMMER TO CONTROL CIRCUIT L2W1-62. ' � ' I�AI N L�VE L L!GHTI NG P LAN — f�R EH B � IJ SECOND DIMMER TO CONTROL CIRCUIT L2W1-64, TOGGLE ( , 1 , I (I SWITCH TO CONTROL PENDANTS VIA A PQLE CONTACTOR I' ' _ -j SCALE: 1 f 8" = 1�-0" ' ` - - - - - ; - — — � O AS DtFINE� ON SHEET E3.25. f � � � WATT STOPPER. DT-300, DUAL TECHNOLOGY OCCUPANCY - - - - - - - - - - - - - - - - , - - - - - - , - - - - - - - - - - -- - - - - - - -� , - - - - ,- PA;�CY S�i�SOR TO TJRN O�v/OFF THE DOti;'NUG�!TS � occv ��f�� � � i � �___�_ ANO WALL SLOT ONLY. �L+ATm;1►T i ! r.H ULlI� I , O6 PROVIDE NECESSARY J-SOX A80VE ACCESSIBLE CEILING ! I i ( { � FOR fUTURE CONNECTIONS TO THIS CIRCUIT UN�ER PHASE II. �RtH �.�Z� � t � 1 I I I ! K EY P I.AN Consulting Engineers, Inc.c�x�ic�r sooa i � I I vaa (9 O 9j 9-6108 I I Loke Tahce. 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HIC1-19 � � �J � 2. REFER TO ARCHITECTURAL PLANS FOR MOUNl1NG „ruh�p Co uasy J nks�t�eo�s'Archoact ,a P ct 5 H1W1-39 j 1 ° j J H W1-31 NEIGHTS AND LOCA710N OF DECORATIVE FIXTURES. !„� O O � C P 1 � � � f 3 F X T I l R E S�N T H E G Y M. ON ALL EXIT SIGNS AND X S X� / � � a + � � CP1 � E � � ! �� � � ��a` �� j O 1 CP1 >� � �` GYt!NASIU!,� � J 2O - � ir .. r !� y O ' ` AUXII�RY � �� � , J ',� o �,�� �P� FLAG NOTES: � ! GYl,R�lASI ' � �` j r � K � � f�d/� —, �� � r f � �� ,� ; r ` '+ ; CPiE �� �• 1 MOUNT FIXTURE SUCH THAT BOF I5 12" BELOW TRUSS. � ' '� � E' f��� ) + � jI� L � �t ( � 2 MOUNi1NG HEIGHT 18' TO BOF. ^ �i r; � � � ,t d f� � � i � � j � � .-° , 12\ � + � � I t � ' f ^,' 3 Iv�OUf�TINO IICIOIIT 23 h00� CLIMDINC3 W.'.LL r�oor.. / t i f % ° _�� 0 ' � � �j � � � _= "�`� ��f'f ` 1 4 MOUNIING NElGHfi 16'-Q" AFF. E , , � t � , � �..� !( ' , ' 4 ' f� ;f ' ��'.�r i � '•f ' O CONNECT CIRCUIT H1C1-19 VIA A 2-POLE CONTACTOR 1NITN 1 � CP1 � � ( -t �\ \`� j �, 120V CONTROL COII. CONTROLLED BY A PHOTOCELL ON t O , H1W1-41 j- (j O Jy �� (TORK 2101) AND SEVEN DAY T1MER OFF WITH MANUAL CP1 �f 1 �`�\ �.' OVERRlDE {1`ORK. TW-220L). LOCATE PHOTOCELL ON THE NORTH � � � a f, SIDE OF THE BUiLDWG FACING NORTFi AND LOCATE TIMECLOCK � CS1 l r. � IN L CT. 8221. CIRCUIT L1C1-53 TO BE CONTROLLEp BY f+ CP1 J � 1 CP1 � � l � ' j � PHOTOCELL AND TIMECLOCK ALSO. i n ' " i � ° IE� 6 PROVIDE SIX LUTRON, NOVA-T, 100W WALLBOX DIMMERS J S I C� � P� � H1W1-37 �P� t �� O 1. PENDAN�S & NiCHES � _ j � ,� � l 2. b a W N L I G H T S - S E C 1 1 0 N 1 ''� l �� C3G8 � � . ` �---�..,_ � a � E A C K S O;�R D, � ' 3. D O W N L I G H T S - S E C T�O N 2 -1`` �__ tr ____ __ ' � �' g,OS., 1 4. DOWNLIGHTS - SECTION 3 r� , - _ �� C P i I 1 �� H1 YVi-3 1 o r�r a r d f o i d m g � t r f � � -,�� o `� � ' ' � $ r ° 1 � � � 6. WA� SCONCES S�CTION 4 ! 7 b�S T�L�TS j S�Q K SCJ,;�D'�---_____ K K 3 �� i CP1 t ,� 7 CIRCUI7 SECTION OF THiS FIXTURES SUCH THAT BATIERY * csto � C15? + )' . ,=_ Q � ! � ��p� X>>( S� �EM R; R _ �� { � f O BALLAST IS aNLY UTILIZED IN TH� EVENT P4WER IS LOST TO � D � , CP1 � � �f THE BUIi.DING. OTHERWISE FIXTllRE SHALL BE SWITCHED �` `` ��Y LGCKERS� 7 C,�� 1 � IC1 � � 1f - ' o� ; j! 'j ' WlTH OTHER fIXTURES IN THE ROOM. � �' '' t � j� EL�C � j , �� � x - - �_ i + '! � O CONNECT CIRCUITS H11N�-31, 33, 35, 37 VIA A 6-POLE o� CS10 �1,,G s � C 1 � t CS� � o: ` -_� _� _ f �� CONTRACTOR LOCATED IN Ei.ECT C144. f , f Ct 44 � /°� ,f-T -- _ � ! �1 1 `�- , � � rr� � IA� "���t�S o - -_ _�_ ; 9 CONNECT CIRCUITS H1W1-39 ANQ H1W1-41 VIA A 4-POIE � � � � ` j ±� . + � � �� F � Q �` � � 1 -' -__ _ , � O CONTRACTOR LOCATED IN ELECT C144. r LS L K_ CS10 CP3 �Liry16!WG ''' � �-'S �- - _ 8O 10 PROVfDE �EIJERA70R TRANSFER DEVlCE (B� ODINE, GTD) ' EJ`YS SHOti't__ �`�R !�EC � C�210 '( C160 `- � r + CP3 ' C , � • K 7'0 DETECH LOSS OF POWER AND TRANSF"Ef2 POWER TO C1 i CS ' ��43 1 n - _ i 0 � �' + ���, , ��~ i V i� � CS1 _ CX9 � � CiRCUIT 7, OF ELECTRICAL PANEL. HBE3. , R10 �R ' 7 1 � LINE 4t ROC�3 r�� ( � , � �CR10 f _CS 0 CS CL"��BIPJ Y;AL� O3 � -' - 1 � __ E 4 jl aS1 ; ( STJ � ' -�-"' � f I H1C1-19 �-�:_� a � J 1 � l CS10 G::-__� � ��1 d � J ( � C112 J D�f CE R1 Ri 1 � � �� CSl j ���-��:�+�IERS ' Q � � ,f ' � � �Rl ir CS1 � CR1 C , � � + CS70 j--�I J+r�+ ~CS7 0 j! �rCX1 ��;r �r� � CS10 �- ' J � r R1 u i �R� � f j i 1��---1�r i � R1 , I I � � � CS10 CS10 � � CS10 ,� ' � j � { � j i �0 R �} CS10 CX1� CS10 )t CS10 � ` 1 r `�--� CR2 � . ;j �. � S4 ' '-�� + ,��r�� l �� ; �j j ��, � � , � � �4 c,� , ���' �' �r��xx, ` `�``� CR10 JK �CX1 1 FIT�ESS a;ad4� r �� CS7 ' `CS7 � CR CX - - � ;f'!,��'" �`�r � CR10 � CS1d CS10 � r C17 + 1 R1 Y � � CRi C 10 � ,�' :`'� CS10 + ° � � __ �„ � ` � C510 R� f � � , i �„�,. �"' � R� f C127 " � � r- __ ! ►+ � `-------� --s- R1 CR2 ,.___ ° - - -- - t _ � � . � �; fFC � ��'`�--�_ ___J t �R1 �R1 1 �.l i_ �, , � 6 CR2 CS1 �j ''e.��s,t' " y �j � ,r IRI E � „� � 07 r � + ,�__��I 1 , + 1 SP8 �,�• �� �ti,`,�� S4 � CR?� Ci42 2 �� � CS7 � ` �, � i � �-�_� ' ---._.._ __ f ! L � ' ---, i==l j� �• �� • :�'� �r � , � � �<rA� i I I\ 7' � U� � q"H ��q � �_` '�`_ ( �y J � �.j j r � , ,.., ., CR � � rr �+ � �� � j r , ' j I R2� J � H1W1-11 � r � J ' � � ' r � CR2 CR2 J CRAGE � + HA�{ � 1 �� � � � `+ SP8 '`---�._� ' � � � C132 1 13 R � j � 131 � � � JJ� ESTIB��E � � � i � -�_� �_ � ) � j CR ; � �� , J � 1 SP8 � � � SP8 � , "-----�_ r 1 � , ! � ! r c�s l s�s i r ----__ r � i , R 1 `-1---�_ '� ' ; � j � i � ' R C 10 � � SP8 � � � ` ``-�_ -���i � CS1 1 ' __ � TfJ� �T �S7 I SP8 � � Hi W1-1 J r ' 1 � � � � r ti9nREi ti��AS� C� - ___ __-- - _ __ 1 J � C�+ 7 j I CXl 1 � u U � "�' 1 � � i CR2 --r-___ '� _ f � __�{ � --�_ � j RS � ^ � - - -- -- I ; J S , � __ R f 2—"_-- ' r ! j � � SP8� �e j I n Q ' � � �(,� CR1 � -�_ -�--� , CX1 ' CR'7 ; , 1 r � CS7 ARCHITECT�S PRAIECT NUMBfR: � � J f'� CR1 , --�-_ � ' r � SP8 rr- 2 SP2 SW3 �oo� .v�v i , � 54 '+CX1 � 1 SP7 1 CR1 ^ CR1 _ � ~~� ~ '�'�r�R2 „ ,rR� � r � � , ! CCa , f! r r,d�inno SP8 ! ! 1 1 �$U�: � � 1 ..... � , 5�5 CR1 � � J 1- -• i �, ,.,,.,,, � i r � . r � � f f ' 120 SW3 CONSOLIDATED CO�S JULY 21, 2003 ,,,� SP7 CR1 , � f r� � 1 CR1 � O 1 1 CR1 � SW� --_.� i SP8 i SP8 � p � CX1� CS7 L1 W1-79 g , 1 , CR1 � � CX1 r ( CR9 � � �- - - - - ---- - --_ N I ; , ss, ,� , cR, r -..-. � , , � -�� o ,-r6� � � Vl04D BOX 8��� � , j CR1 j SP7� t SP7 O � � I i �R i r�s.,', � � � � ` � � , � f � � i � ► �_� a , fr J i SP7 � CR1 � CR1 � SPS I -- --��� , �, 1 r {) Cft1 � SP7 ` �R1 � CR1 � CR �R __ S ' � ' SS1 CR1 f I C 2 CS �i 1 ' CRi ! � f j �� �r � � ,� , - CR10 "NI�!G i SP7 ( � r I �� � ca� ! � � P4 P4 ! ! � L1W1-83 f C130 � CR1 CR1 �SP7 r SP8 �� � DRAWN: Fpf{ r l � � !� �R� SP7 1 � ; � � �R7 + KI ERGA �N CR1 ` � FOYE ! j i SS1 � CR1 SP7 j � ' jr C12 CR2 C121 � REVIEWED: JEB f ; ! o ! �R, ; ,1 f , , I �—�.�_ l ! � CR1 SP7 � r ---..___ � 1 7 � CR, r � � � �'-'---_--�_� � � ; l f� R CR1 CRi O � CR1 �SP7 CXi i SP8 , REVISIONS: -�_ , �--, j t � � � ! J cR� � ! I+ -'`---�_ i SWS SP7 / SWSR1 CR1 L1�-81 � ,� O !' -- '— E H1 - --__�� � ' � �`---�_---.�_ SP7 , CR1 L1W -79 ; f r - - - ---�--- - - - ' � ; � � 1 � `' SW5 � CR1 O -► SP8 � CR2 � � � �!_ C _ 1--``_--.__--_._ , SP7 CR1 ' j D � I � � , �!_` _ `_ ; � SW5 �CR1 � � j -- _ ���` `_ � ------�_...�_ _ �SP7 SW5 CR % CX1 � ��- --��` ai � i �� � ~ �~ - ' � � , . , PLri4C0� SHEATHtJG, --- ''-- ----_ � � I � � EXTERIOR GRAD� 3/8°; "-�-- _ , � '`"-- S4 H1C -19 i �ti � � � 1 � � I f � � --_ _ _ _ � � ` < < , , + � GYFSUh� BCARD,' ^- ��"---__ � , � I y j � FURL��J/EP;CLQS,R� �' � -- _ _ � � i � �� SP6 i+ I i � � � ��I � , __ _� � \ , ;� VAIL MOUNTAIN SCHDOL � ! GYFSU�' 80hRD; ' ''�-- _ _` ,___ e � I 1 ' �. ' , , ; �r�ooa s�ar; ' e��1 FNCLOSURE � Vai , Co ora o CEDrL4 1 x 4 � , � _��1�'-`�---__ � j f . v,000 eox e��,, � , ___ ___ , , � , 1 . � f �;;2�X�.� �An�NS � -r � � f 1 , � � , ' � 1 i � � I , � j ' ` I I 1 , � � ( � j � � � j � � � , � � I�ain level ligh6ng P(an – Area C I � I � ' I N N 1 ( � ; , , I r W W J u l y 2 1, 2 0 0 3 � , 1 � � � ( _. ) - � ! i i . � , � � � � � � W �EA c l J � 1 1 _ I � � Z S? r,.� ; r � ; ! � i g i � �tiVU� ��E�� � L41�ER LE�EL LI��T�P�G PLdl� — Q�EA C NORTH ��E � �. ,_ ,� Consulting Engineers, Inc. SCALE: 1/8 = 1 o K EY P l.�N vaa. (�s�o)949-6108 Loke vhar (530 550-7334 �'��2003 Denver (303)278,3820 Project No 751101 ww.bgce com l��cideci P�o�°cis\751i.�?0 Vo�l tlounia�n Schccl'�7�1101\6GC� Cadc�75110iEX32.id+�g Jul 23, 2�03 - � ' ; f ` I � � ' � , � I ' I � . I M N � � ! � , 1 = ' � W W � � � � � , � 2 . � W I I � � NOTES. I�LTPP COLVSSY �EN�S �UBOTS Q Z � � , , 1. CONNECT EMERGENCY FIXTIJRES AND EXIT SIGNS ARGHITECTS, PG � J I ; I ( TO NEAREST UNSWITCHED CIRCUIT UNLESS � f ; OTHERWISE NOTED. � � ' � � M.mber nmertcon Insrnurs of ArchNxte _ —) _ _ - ------_---_---- _ 2. REFER TO ARCHII'ECTURAL PLANS FOR MOUNTING — I - � — E�8 HEIGHTS AND LOCA710N OF DECARATIVE FiXTURES. wn+er sq�aro, 1 812 Lprimer Str�+ � r� � i Badps I.�v�l,D�rr�sr,Colorado 80202 � � � CR2 1 � � ph 3Q3-893-799� inx 303-893-2204 � i -- ------- — CR2 4 - - � ! , SP4 �� FLAG NOTES: � � 0 r J ' �� � � �1TH GRAD� � � � �'� RD GRADE i � i�ET I �� � ! j O1 MOUNTING HEIGHT 21'-0" AFF. TYPICAL ALL CS6 � A255 ` �54 � A252 � i � ' FlXTURES IN BACK STAGE AREA. - - � ------------------ 175 ' , n ONE SWITCH TO CONTROL GENERAL DOWNUGHT, � 4 L�E1- ' i ' J `•� OTHER SWITCH TO CQNTROL DARK RQOM LIGHT. � �. � � I i � ( CONNECT FIXTUR T TYPE SW10 WITH SVNTC N USE. � , � J i DARK ROOM LIGH 0 INDICATE ROOM I � 4 � J ! O REMOTE TRANSFORMER, Q-7RAN. QX600MV-12-2- � � � 20A-CK-S, MOUNTED Ag01/E CEILING TILE. J � � CIRCUIT SECTION OF FIXTURE SUCH THAT BATTERY � � � I ' � , ' l `./ BALLAST IS ONLY UTILIZED IN THE EVENT POWER IS � , i I R� � � � ( { H E1-13 � ( +� LOST TO THE BUILOING. OTHERWISE FIXTURE SNALL � ' BE SYVITCHED WITH OTHER FIXTURES 1N THE ROOM. COPYRIGNT Zooz ( ' � � � � � � O TO THREE-WAY SWITCH ON MAlld LEVEL Thla documant�s on instrumonT�f serv�e�,ond ❑ — ---- ---- --------- ❑ � -- E17 ) ' oa suct�,r4ma�ns the ro p psrfy of thr Archtfect. cR2 sw I I � S � � COR IDOR � � - ; � � � ^ �^ , O CONNECT CIRCUITS L2E1-109 AND H2E1-11 VIA A Parmiaston fo�us.cf th�s documont �a��mtted � ,,q �� i !' 4-POLE CONTACTOR. LOCATE CONTACTOR IN ELEC. cnd ccn be sxtanded only by writtwn ograomant � ! A'Z2'2, w�th Kltpp Colussy lenks pueots Arch�racra,P C � � j ���J _.�_ o ���� � O TO SWITCH ON MAIN LEVEL. � - �H�n ! sPS - --� --- --- --- � - ------------------- E16 � � 1 -�-- �� CS1f'C O CONNECT CIRCUITS L2E1-103 AND H2E1-5 VIA A n z � C •' � 4 � f � " KILN! 1 S� ► _ ; 4-POLE CONTACTOR LOCATED IN ELEC. A222. CR2 SW W3 �� LASSR O�a ' r�' f � ~' ""- � CONNECT TO DiMMING PANEL. LBE3, CIRCUIT #90. - -- -- -�-- -�� - -- -- - --- --- ' - ------------------- E15 ' ! ' � ' t , l —�- � J �`---'_ � �51 � f �G� 4 ! j r jr El¢ 10 CONNECT TO DIMMING PANEL, LB3E, CIRCUIT #91. I I I ) � � I i ' � i 1 I ' � I CR10 I � J j S J � 11 CONNECT TO DIMMING PANEL, L63E, CIRCUIT #92. � R10 ` , j � � � I ,¢ rf ��j � � + j 12 CONNECT TO DIMMING PANEL, LB3E, CIRCUI7 #93. � � -- cR�a �� 1 !v! CH ACC� S � � }i2E1_g ' J � � v WATT STOPPER, DT-300, D[1A1. TECHNOLOGY � q��3 , < < ' ( J ; OCCUPANCY SEWSOR TO TURN ON/OFF THE �, CR7 ' �I € ij , J � r ; DOWNUGHTS ANb WALL SLOT ONLY. � �� a 4 i � � � � f � J � 14 PROVIDE Q-TRAN, QX150MV-12V-1-15A-CK-S, ,� ; ( � �J i � r t � �� REMOTE TRANSFORMER FOR TYf'E SW11 STEP LIGHTS. ;i R2� CS7 � � I � 4 � , , ` � I d ' LOCATE ABOVE ACCESSIBLE CEILING IN ROOM A231 � i, �� � ' i i � ' j ��� ( AND CIRCUIT TO DIMMlNG PANEL, LB3E, CIRCUIT #94. � � �� CR1�0 � I� � � I � Q �� REFER TO ARCHITECTURAL SHEET A7.11 FOR � �____ � Ak, ' � � � � � 2 LOCATION AND MOUNTING HEIGHT OF STEP � . �-- ----- -- - -- - - -- - - - - ------- ----- 3 R SCR� CR1�0 ' --------- P,205 � � r -- --- RRT S1U � !i LIGHTS. J � ^ i6 PROVIDE GENERATOR TRANSFER DEViCE (BOOINE. GTD) • �� � � I � I i � � � ' � I� � r'� C RCU1T�#9 OFSPANEL�HBE3. PROV DE QTRAN P STEP DOWN � � '� ; �� j CR7 4 I ! 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SCAL�: 1/8 - 1 o K EY -P I.AN Y onsulting s�eers, Inc.��t�2003 Loke Taho� (530}550-7334 prpjett No• 7511 01 Dw�ver: (303)278-3820 Kwrr bqce com l`�C�olden �rc,;ecis\7511 aa Vod 11:o��nt�m Schoel\r51 l O1�BGCE Codd�751101EX324 d�rg Jul 23, 2G03 . KLIPP COLUSSY jENKS DUBOTS ARCHITECTS, ?C Iv{�mber Amoncprt Ins��tuto ot Fvch�t�cls �JN ' � � rNi� I I � � I � ( Wnfrt Squaro, 1512 Lnnm�r SMNf jy� ' � I , � , {(� � Br�dps Lw�i,D�nvw,Cvlorado 80202 W I ' ' � I I I N N � I I • • __ pfi 303-893-1990 fnu80S-893-2204 � � ' W 'W � � � - - -- Q Z ! � ( � � I ( � _ � � � , � � � '`' � ' j i � I i ! Q Z � � J � I � � I I � . � , � ' � � -- --- --I--- � -- CR2 ---------�----------�-------}----- , ; . I i f �� , � f ,� ( � CR2 � � i I i I • I � I � , � , , , � �� � � I a , �i , � � � � � � � � � I ! I � ;i TOIL�f� I ' � ' ` 54 � �4 , } � � COPYRIGHT 2002 ' ��H GRAD ! 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J„ � ,, CR2 � �� � SW3���' R2f I' i ' � C�SR Ot,M1 I � � i� I tS241! SP6 5� ' _i i � _; � , U � � 62Z " � �I Y CR9 CR9 CR2 ' r } (, U I � � � C 2 R10 CR1 OF 1 �� . C ���-'�" � ��'�if�f � � � i � +.. • � � r,x _--------- -- - - I - O I � I � ----- I �-- - 1 ----'-'_ '� -_L.c-- _ ' F ' _ ' '---_ -- .� �� L2W1 56 I YV3 CX1 � S7 Q�� CS7 � � '=, COR�IDOR H2W1-15 � � C R 1� Q R 1 �R 1 q R 1 R 1 R 1 � R 1 R 1 ' R 1 0 �R 1 0 � C 10 10 C i0 R1Q 1 1 #` , j ' cl � CR2 CR2 � ( CR2 �... ,,, � i � � i � SW �0 SP2 CR2 � � R2 SP2 � SP2 � CR2 SP2 � r-� +�',� 'r�ry'"i1�l'- � � H W1 23 � L2E1-123 S� C , CS7 �� ' '��'� � � � C� ' - - - - - - - - ' �' y �' - - - --- ! -- ----- - - -- 8233 � � - � ------------ - , -- �- - --- NOTES• �I�r'� * '�.��p'-,�r V' � 1 i II ! � �( ( �I H2W1-» �t ' 1. CONNECT EMERGENCY FlXTtJRES AND EXI7 SIGNS TO NEAREST , � U S SCIE CE � F C !3 t�S ..IE,VC� 2�-2� 9THj GRApE I � � , � UNSWITCHED CiRCUIT UNLESS OTHERWISE NOTED. i � � 1 ! I ^C �1� ! 2. RE�'ER TO ARCHITECTURA� PLANS fOR MOtJNTiNG �hT���AD� � 31 � I 3 I 4 � � 2�5 I� SR2 SR2 �l SR2 SR2 O I � HEIGHTS AND LOCATION OF DECORATIVE FIXTURES (p4 � I EAS R�"�� �i SP � ,! � --- , � � � � L2W7-46 ( �� 1 � ^ ----� ---- 1 � � �� 1 ----� r � � �. 9 ,� , I - -- - - t I � f I sP f----- ------� SP9 + � - � � � � � F P �� � � � � �!� � SR2 SR R2 SR2 � _J _ � g Z I� � _; L � - � ---- ----i} - � - - --- ---- rt ' D5 � - � aS x i ��� _ � os ' Q D5 � � L'- - - sW4 SR2 �2W,-s4 � �,, FLAG NOTES: , �- - ' - _ J I :`; �� � _ � � ' �� SR2 S�W4 i SR2 O I I� 1 C R IT SEC11 N F S U � I CU 0 0 �F11S FiXTURE S CH THAT BAnERY ARCHITECT'S PROJECT NUM�. � � , � � � ( i O , � BALLAST IS ONLY UTILIZED IN THE EVENT POWER IS LOST TO � 1 � ° ; � � � , I � � I THE BUILDING. OTHERWISE FtXTURE SHALL gE SWITCHED ZOO1 .OZS I SP7 � � � � ( i SP7 � � � CR10��I ; i SP7 i ; 1 SP7 � � ' L2W1 �, 4 6 }+J L2W1-48 �, � ., T .,��., �CI�P P4 � P4 � � SP9 �� SP9 d�� 8���� I n � �TN OTHER FIXTURES IN THE ROOM. 5R2 SR2 � 5R2 "--� 5R2 L�� < rvv i ���u. _ � � _�_ ( �±_�_ �I � � ' � � v CONSOIiDAiED CO'S JULY 21, 2Q03 �c�----- --------+-------------- ; o � ❑ ❑ � ❑ ; ❑ o a ^ ^ ❑ 'i 3 CONNECT CIRCUITS H2W1-7 AND L2W1-44 VIA A 4 POLE � Q3 CONTACTOR LOCATED (N ELECT Bt44. � � � 2 O CONNECT CIRCUITS, L2W1-46.48,50 & 52 VIA A 6 POLE � I � SR2 SR2 � SR2 SR2 O � 3 CONTACTOR. LOCATE CONTACTOR IN ELECT. B221. SEE � I I I SHEET E3.22. FOR LOCATION OF SWITCH TO CONTROL � � I I � � L2W1-50 PENDANTS AND DIMMERS FOR DOWNLIGHTS. � , , , SP9 SP9 O5 CONNEC7 CIRCUlTS, LZW1-56 AND H2W1-23 VIA A 4 POI.E � I `---------------------._..._..---._...--------------------•-------------•---------------------------•--..._; I � ;----------------------------•-•---------•--_..---••--------•--•-----•---__.__.-------- -- -- --------- --------- ------------ . C . B . SR2 SR2 SR2 SR2 CONTACTOR 0 ATE CONTACTOR iN LE T 221 SEE , � � , , � � ROVI £ QTRAN, QX150MV-12-1-15A-CK-S, REMOTE I � ------. ..__._., , � g � ' 6 p D � ; •--; i i ;_: � � � _� i i ;_', i � L2W1-62 �Z35. �PROVIDELNEACE�SSAR�Y WIRING ANIDINGONNE�OOMO D� . . ; � ( ,.;.. .._ � � -----------+--; �_._..: !_....� �-�-.__._.---------------------------------------------r--� ?.:._� :._._..: � lX1URES SUCH THAT VOLTAGE DROP 1S LESS THAN i�a � SR2 SR2 ( SR2 SR2 � I �\ O7 DOUGLAS, WPC-5700, OAYLIGHT SENSOR TO DIM FIXTURE � � � � O SP7 WHEN DAnIGHT PROVltiE A SUFFICIENT LIGHT II f �� I1 L2W1-52 � LEVEL. REVIEWED: � � f SP9 � SP9 8 WAn STOPPER, DT 300, DUAL TECHNOLOGY OCCUPANCY I � ( � SR2 SR2 SR2 SR2 O SENSOR TO TURN ON/OFF TtiE DOWNLIGHTS AND I I � \ _�_ ' WALL SLOT ON LY. REUIS(ONS: O WALL SCONCES CONTftOLLED BY A WALL BOX DiMMER � � � /' LOCATED IN CORRIDOR A220. SEE SHEET E3.24. � i' i � �� O � � + 10 PROVlDE NECESSARY J-BOX ABOVE ACCESSIBLE CEILING � I � �� o ; FOR FUTURE CONNECTIONS TO THIS CIRCUIT UNDER PHASE II. II � �' � � � 11 CONTROL CIRCUIT H2W1-15 BY (2) THREE-WAY itEYED � ONE SWITCH AT(THE SOUTH END O1F B2 OTWITH�OTH RS. � � � i �� i ---- , I I � ,4 � � LOCATE SECOND SWITCH AT THE SOUTH END OF A240 � � � I `� I WITH OTHERS. LOCATE FINAL SWITCH IN A220 NEAR � '\ SWITCHES NEXT �0 THEATER DOOR. /� `\ � � � , � � � VAIL MOUNTAIN SCHOOL ( � � � . /" �� � E4 � � Vail, Colorado , , � � N � I N N , M M S15 � ' M M W W I � I W W i ��W I E.3 ( � W 4 Z � � e,� Z � J I � � J Up�r Level lighhng Pbn - Area B July 21, 2003 AREA B $ EAUDIN ��.�� � UPP�R LEVEL LlGHTING PLt�N — ��EA � HoR�, �`�NZE � �� _ �_ H Consulting Engineers, Inc. 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I ij•� � � i 1 ' � \ �y/ � ' n �� I ' , f , �� I r r ;� — � i IJ�Jt: � ( t�� � J j �' r �� � 1 �� � ��2! _'""'��� CR �� � � ( CONSOLIDATEO CD'S JULY 21, 2003 , , � � � � �� ;� � , ( ?j , , � i� o � , �� I � � ' :, � ST R �� C � " ! 4 � ;�f J � , � c ,o p ' c2 a '� �' � � � � � �� i � j '� , ' � � � � � , �' , . � " � � � I � � R�4 � `� �� � ` � ;� --------'– – , _ , � a , f �� 1 j � � � � � ° o , ' t �( D !yj r ! 1 � � � � D . � --.�_ � , , _ J l ( ' ' CR8 � • CR8 CR ---- j .. -- �--- ----------------------- ----- ------- `�~--�-_�� ' � ; ! , ' ( ' ; � � . ---_ , t � r , , �,JE � ORAYVN: �_ j � � � ' � � NOTES: ��� �� �� ''__ `"�^� .l_ I � 1 � ' 4 SP10 SC�2EE � JWF � , � ' L2W1-58 j �-�,`_ : � ; � ; � j ; � � ; � O ; 1. CONNECT fMERGENCY FlXTURES AND EXIT SIGNS �. � � � , � � CR TO NEAREST UNSWITCHED CIRCUIT UNLESS j � I R�,�: �� � ��I ; `�"�----�._��r. � � � f , ; ; OTHERWISE NOTED. j ! J j j ; �f~r�----_�„ � ; � � ; a � '—� - - -"--- � - - - 2. REFER TO ARCHITECTURAI. PLANS FOR MOUNTING � 1 ; - � "'�--;._._,� j ' , 1 � � � HEIGHTS AND LOCATION OF DECORATIVE FIXTURES - �� r ~J� ' �._ �-""'``"-_----._..� i , j ' �l ; L2W1-6 ; REVISIONS: ' "�`"'----�_.f . j , . � ���� � , ; j , _ � ; I~`�"'---.-...._.___--_.._ 1 ' ;I � CJ ENCE ROOM � � • :,--•-- � � SP10 2 _.. .__,,___ . � , ' "-�- --._..__ , ! j � j � ' l-- --:- -------- -.._.� ; ; � . --� ; ' ' � � � _.�._ - ; � , � j � � ~-�--Ji--•�___ _ � O i i � � � 1 � � ; S� 2 � ; F'LAG NOTES: � � � �----------------------------------------, . , , � ( ' f � , O COORd(NATE LOCATIONS OF UGHT �IXTURES j , � � j J � ' 1 ....___ ._...___W_' W I T H M E C H A N I C A L E Q U I P M E N T. ( 1 J r � O2 CIRCUIT SECTION OF FIXTURE SUCH THA7 BA7TERY I � , � � � , � , � ' BALLAST tS ONLY UTILIZED IN THE EVENT POWER IS ' j � � J j LOST TO THE BUILDING OTHERWISE FIXTURE SHALL VA1L MOUNTA�N �CHOOL � � ! � ' J ' � � BE SWITCHED WITH OTHER FIXTURES 1N THE ROOM. d , � I � � f � I � , 1la�l, Coiora o � � , j 1 f f � � � � ,! I i 1 � ! � 1 � � � ! < < � ; I, I , 1 � � ' � I ' ' - i I , ; I � � � � ' � ( i I Upper-l.evd Lighting Plan - Area C � j ! f , ! i � � �uly �1, �003 1 , � � I 1 l � � �a c 1 i i , cD N U PPER LEV�L LI ! G - W � ���N ����� GHT' �! PLAN AREA C B � �, _ , „ � � A�tZE SCALE: 1/8 - 1 -0 V �y��H � � � � I � Consulting �ngineers, Inc. � J �� �'�' `� Voii �S)0)944-6106 COPYRIGHT 2003 Loke ahoe {530)550-7334 proJect No: 751101 Denver: j303)278-3820 - rnrw bece com L\�older� Pro�ecis�151100 1�Qd I�ounto�n Schoci`i511.Q1\BGCE Cadd\751141EX32Gdv.�c Jul 2,i, 2003 � y � KLIPP C ULUSSY j$Ni'iS l�Ug OIS ARCHITECTS, P(',. Msmber AmNiccrt Im�htute of Archrtqctt WnfsrSquaK, 15]2LanmsrS+r+at Br�doe L�v�l,D�nwr,Coforado 80204 _—__ ------ CS1 O 1 ph 303-893-199� iox 303-893-2204 CS� �+'$1 � 1 1 r---____ � ' �� f r , j f � 1 � f < < , j CS1 1 � � , �' COPYRIGHT 2002 f CS1 �� � Tt��a documonr is an�nsrrumanr of aervice,and , � C$' as such,r�rnoins ths propaty of ths Arch�tect. �� Psrmssston for usa pf rhis document is Iimitsd "� ond con bs rx�arrded only by wrlrr.n osreemertr ���R � w�th Klipp Coluwy 1sn{cs pugp,=qrch�tQCia.P C. 1l , r� f J ! � � ! C..�1 rsy � � � � ME �,`�1�AL j M� INE C240 � . �,, � . ,,r, � � MEZZANINE LEVEL LfGHTING PLAN - AREA C � 1 � _ , „ SCALE: 1/4 — 1 —0 � � l ���L, ; j tt�,��� *� a�� � � � � � - - -- �,— ^ t� ,.�' � � ��' c�•�,. .�, �" �� �� �� �� � `��� i ( � csi� � cs� � cs1 � ��S� �c2001�028 � , � 1 1 1 1 - - --- �S,SIJE CONSOLIDATEO CD'S JULY 21, 2003 M S N � N 2• -� �i � 0 � i--------- , --_.....�__...i Cis� Cs� CS� I � � t � � i � ; C$� CS� ri$� 1 �--------- � o�nwa: � � csi � j-----. , REi�EWE{?: NDW 1 �--------- ..............._, ------------ REIRSIONS: _ � ---------� � ; ' ; � CS1 ; � � � � i � i I i i �--------- � ' L'""_"_""_" ..__, ___._J � ""'_"'"'""""""' H2W1-25 �����U ����n� I I i\� H �viEZZ Ni�!E ` I �S, �S, 1v C' �iJIC�! ti�EC�,i�� � �S, � �,� � ��� Z�i�l�E � NiEZZ �� �S, �S, ' "2�,—„ B343 H2Ei-9 �S, A343 � VAIL MOUNT�IN SCHOOL ' Vail, Colorado i l�euanine level lighting Plans July 21, 2Q03 MEZZANINE LEVEL LIGHTING PLAN - �REA C �(EZZANINE LEVEL LIGHTING PLAN - AREA B MEZZANINE LEVEL LfGHTING PLAN - AREA A � » _ . „ SCALE: 1/4 — 1 —0 � ►� _ , „ SCALE: 1/4 — 1 —0 � � _ . �. � SCALE: 1/4 — 1 —0 8��� �3��7 �.�E � Consult,ing Engineers, Inc. Vail {970)949-6108 (bPYRIGNT 2003 ' Lake Zohox (530)550-7334 Project Nm 7511 01 Denre^. (303j27S-3820 l• Solden Pro}ecis 751i.40 t'o�! Gaour+,am Schocl\75t10i\BGCE Caddi75110iE327dr;g J�! 23, 2003 waw bgu can SHORT CIRCUIT CALCULATION SUMMARY LOAQ SUMMARY 3 PHASE WIRING SCHEDULE 1) PER HOLY CROSS, THE MAXIMUM AVAILABLE (SYMMETRICAL) FAULT AT LOAD KVA AMPS � MINIMUM MINIMUM THE SECONDARY SIDE OF THE SERVICE TRANSFORMER 1S 47.500 AMPS AMPS (G)GROUND (NG)NEUTRAL GROUND CO�N�1T AMPS (G)GROUND (NG)NEUTRAL GROUND CQS ZE,� • SHORT CIRCUIT CALCULATIONS ARE FURNI5HED FOR ALL FAULT LEVELS POWER LIGHTING ABOVE 10,Q00 AMPS � 20$ VOLT (14,000 AT 480 VOLT). l ANY FAULT CURRENT BELOW THIS LEVEL IS CONSIDERED SAfE PANEL NBE1 79.4 95.4 20 3#12 & #12 GND 4#12 & �12 GND y2" 225 3#4/0 & #4 GND 4#4/0 & #4 GND 2Yz" FOR i'HE ELECIRICAL SYSTEM TO CLEAR OR EQUtPMENT IS BUILT PANEL HiC1 49.3 59.3 TO WITHS7AND 7NIS LEVEL OF �AULT SAFELY. PANEL H1 W1 100.2 120.6 2) THE LET-TWROUGH CALCULATIONS ARE BASED ON THE FAULT CURRENT PANEL H2E1 62.4 75.0 30 3#10 & �10 GND 4�14 & #10 GND y�° 250 3 250KC & �4 GND 4 250KC & #4 GND 2Y�° KLIPP C�LUSSY JEAT�S DUBOIS AVAILABLE AT A POINT WHEN THE FUSES AND/OR CIRCUIT BREAKERS PANEL H2W1 66.5 80.0 ARCHITEC±S, Pc. ARE PLACEb IN THE CIRCUIT. PANEL Ll E2 11.6 32.1 LOCATION DISTANCE AVAILABLE FAULT PANEL LBE',S 115.7 321.2 40 3#S & #10 GND 4#$ & #10 GNb �4" 30� 3 350KC & #4 GND 4 350KC & #4 GND 3Yz" M�n+b�r Am�ncanlns���uteofArch+rocta CURRENT MECHANICAL Wr�tarSquaro, 75�2�anm�r5rro�t PAiVEL H8E2 216.8 260.8 50 3#6 & #10 GND 4#6 & #10 GND �" 400 2[3#3/0 & #3GND] 2[4�3/0 & �3GND] 2[2Vz"] sr�dp.�.r.i,Q.���,co��so so2o2 F7 20' 46,323 PANEL HBE3 9.8 11.8 ph303-893-1990 {on303-893-2204 ELEVATOR 83.0 99.8 60 3#4 & #10 GND 4#4- & �10 GND �y4" 450 2[3#4/0 & �2 GND] 2[4#4/0 & #2 GND� 2[23FZ"] F2 130' 19,894 KITCHEN F3 10' 3���8 PANE� L1W2 45.0 124.8 �p 3#4 & #8 GND 4#4 & #8 GND �y4" 500 2j3 250KC & #2 GND] 2[4 250KC & 32 GND] 2j2Yz"] F4 100' 22,903 CELL EQUIPMENT F5 1p' 4,598 SPRINT 166.0 199.7 SD 3#2 & #8 GND 4#2 & #8 GND �y4" 600 2[3 350KC & #1 GND] 2[4 350KC & #1 GND] 2[31FZ"] QWEST 166.0 199.7 F6 230' 13,042 gp 3#2 & �8 GND 4#2 & #8 GND jy4" 700 2[3 SOOKC & #1/0 GND] 2[4 500KC & #1/0 GND) 2[31h"] F7 '�0' 3,594 TOTAL KVA ON MDC: 1172 KVA F8 220' 13,462 AMPS AT 480V�3 PHASE: 14Q9 AMPS 100 3#1 & #6 GND 4#1 & #6 GND �y2" 8Q0 2[3 500KC & �1/0 GND] 2[4 500KC & #1/0 GND] 2[3Vz"] F9 10' 2.312 (1600 AMP SERVICE) �10 385' S.639 110 3#1 & #6 GND 4#i & �f6 GND �y2" 1000 3[3 400KC & #2/0 GND] 3[4 400KC & #2/0 GNO] 3[3Yz"] COPYRIGHT 2002 F�� �0� 2�4ej.2 Thia dGCUmant�a an tnrnum�nt of a�rv�ca,and 125 3#1 & #6 GND 4#1 & #6 GtdD 1 yy" 1200 4[3 350KC & #3�0 GND] 4[4 350KC & #3�0 GND] 4[3�ft"] ps auch,nmoins the propsrty of th�Arch�tser. F12 110' 2�441 PANEL DESIGNATION LEGEND Parm�ayton for uw of thts documsni Is I�mlted cnd cnn be extertded or+ly by wrttten ogreemertt F13 380� 3,931 H B E 1 150 3#1/0 & #6 GND 4�1/0 & #6 GNb 2" 1600 5[3 400KC & #4/0 GND] 5[4 400KC& #4/0 GND] 5[3Yri"] With K��pp Colu�sy lenks d�8oi.A�►,�?.�r.,P c. F14 15' 42,096 FL..HV NOTES� 1,2 - PANEL NUMBER PER FLOOR 175 3#2/0 & #6 GND 4#2/0 & �6 GND 2" 7600N - 5[4 400KC] 5[3Vz"] � F15 20' 4,809 E,C,W - LOCATION (EAST. CENTRAI., WEST) 1 REF'ER TO SHEET E2.20 FOR PHASING INFORMATION. F16 20' 22.744 B,1.2, - FLOOR NUMBER 200 - 4#3/0 & #6 GND 2" 20�ON - 7[4 350KC] � 7[3Yz"] 2 DISCONNECT F4R QINEST CELL EQUIPMENT. SEE - H,L - HIGH VOLTAGE - 48fl 277 OR LOW VOLTAGE 208 120 I I SHEET E2.20. � � � � � � O3 DIMMER CABINET PROVIDED BY OTHERS. CONNECT 1000N 3[4 400KC] - 3[3Yz"] 2500 7[3 500KC & 350KC GND]7[4 500KC & 350KC GND]= 7[3�fz"� � FEEDERS TO PANEL AS SH4WN. I Opanvin� ���ar_curv p�icuai iTrnti n� � � AT MAIN EN7RY WI7NIN LOCKED ENCLOSlJRE ZJVIJ T�J .7�IIhG 6c JJOtCG GIVD�TrY .7QOhG Oc JJOI<G G1VD�� T[7Y[°3 AS REQUIRED 8Y THE FlRE DEPARTMENY TO ALLOW REMd1E SHUTDOWN OF SERVICE DISCONNECTS TO BUILDING. NOIE: CONDUCTOR SIZES BASED ON COPPER THHN. 3000 8[3 500KC & 400KC GND]I8[4 500KC & 400KC GND�i 8[31h"] �. ROOF I � PROVIDE TVSS SYSTEM LEIBERT LM1-277Y-117. � MOUNT DEVICE AS CLOSE TO GEAR AS POSSIBLE. DQ NOT EXCEEO MANUFACTURER'S RECOMMENDED L�AD LENGTHS. � O6 PROVIDE TVSS SYSTEM ACUVAR, ACV-120Y-111RKEFM. MOUNT DEVICE AS CLOSE TO GEAR AS POSSI6LE. P�ZE�L P�AN 1L ! DO NOT EXCEED MANIIFACTIJRER'S REC�MMENOED ` LEAD LENGTHS � � O7 PROVID� NON-U11LtTY CHECK METEI�, E-MON D-MON F3 F7 480V/3PH DEMAND METER. z z �8 UNOER PHASE ONE, ROUTE INDICATED CONDUIT TO A N � s STUB OU�` LOCATION WITHIN THE CEILING OF ELECTRICAL �2E� f2y�3 ROOM 6122. UNDER PHASE 'fW� CONDUIT iS TO BE 75KVA 75KVA EX7ENDED TO PHASE TWO EQUIPMENT LOCATiON AND CONDUCTORS ARE TO BE PULLED AT THAT TiME. T 3PH%W v T 3PH%4W v O9 750 KVA TRANSFORMER ASSUMED FOR A.1.0 CALCULATIONS. � = #2, 3�4n� � _ #2• 3�`�'�C CV N •-- •- PANEL PANEL � H2E1 H2W1 F'2 F6 2ND FLOOR !�``"�» i �r�� PANEL PANEL PANEL OO `=� ��€`�}r L1 C1 L1 W1 L7 E2 L1 W2 r?" "''° . , TVSS � � �9 Fi 1 F12 F13 �, � .�,�;��; .�: * o � g ��1• �' �-' N N �,s ��.� ��W� �{•� � `^���+,�� �y T 480/208V T 480/208V 200A 3P 20KW NATURAL 3PH/4W 3PH/4W 2p0 FRS GAS EMERGENCY GENERATOR Q 480V, 30 50A CB o - #6, 3/4"C � _ #2, 3/4°C Z 50NG r � �o � REFER TO SHEET E2.21 REFER TO SHEET E2.21 � T1 W2 FOR SPECIFICATIQN FOR SPECIFICATION 75KVA OF DISCONNECT OF DISCONNECT T aso/zoav PANEL PANEL 3PH/4W Q H1 C1 H1 Wi - #2' 3I4„C ARCHITECT'$ P�OJECT NUMBER: F8 �'10 1 ST FLflOR r�O O� .O r�Q L LV - n n n O �-� F,� o�l .��� I icci�. j S�N�' HBE3 � 200A 3P ""'"" PANEL 150 FRS PANEL O CONSOL1DAiED CQ'S JULY 21, 2003 �„� LBE1 LBE3 �.� ^ 8 c� O2 � ATS #1 Z Z N 200A 3P `� 50 AMP o o � TO SPRINT/ ` F5 � TBE3 F75 0 0 -� QWEST A032 Z 45KVA � � � g T 4so/2oav Z a � .j,BE� 3PH/4W °0 100A 3P 300A 3P � 712.5KVA � `r 100 FRS 3Q0 FRN � OT 3PH%4W v 400 FRN _ #6� 3/4"C PROVIDE 2"C PROVlDE 2°C WITH PULLSTRING WITH PULLSTRING �E � Z z z �� EPH O � � :- #��Q, 3/4"C o° °o °o 70AF �' '' '� t00A M UTItJTY TVSS FRN TBE2 TBE4 TBES R��' JEB PANEL PANEL 112.5KVA 30KVA 112.SKVA METER HBE1 H8E2 T 480/2�8V T 480/208V T 480/208V 3PH/4W 3PH/4W 3PH/4W _ REYIS10N5: PROVIDE 1�"C � F4 F14 ,�r� c� ,� � ADDENDUM #4 WITH PULLSTftING EPO O zo o � c� � � o 0 o Z � _ #i�fl. 3I4�C o '�d' _ #8� 3/4„C � ^ #���� 3/4~C I � � N Z N N el�,- ^ � � I N `r � ' o o �� � � NEW PAD MOUNTED � t7W I�W MW MW MW �"')W \U \U \U \U \U \U 480Y 277V, 3 PHASE ( M \ M \ a a a a n. a HOLY CROSS UTILITY TRANSFORMER ( o o s ¢¢ ¢a ¢¢ ¢¢ a a a¢ 1 0 o a a a a a a a a a a a � oa o� �na �no- '�a '�°- � a' VAIL MOUNTAIN SCHOOL M M M M M � M M M O(n O Vl N tA N fn N(n N(A � � I N I N I \ \ S � � � � \ � \ \ � � st �t' N N N N � \ I ( 1 1200A F,� ' I ! 3P � O N N N N � n O O � 0 � � f .- N N N N .- � .� �. p � Vaii Colorado � � � G L_.-------------�---------1----- S 1600N BAS MEN MDC-1 PRIMARY TRENCHING AND Oectrical One-line D�ogram CONDUIT BY E.C.. COORDINATE EXACT REQUIREMENTS WITH GROUNDING ELECTRODE 480�277V, 3 PHASE. 4W HOLY CROSS. CONDUCTORS SIZED PER 65, oo A�c. July 21, �003 - �N E.C. TAB�E 250-66. BLOG. STEEL I.A.W. N.E.C. 250. WATER SERVIGE I.A.W. ".E.�. 25°. SCI�flOL BUILDING 20 L.F. OF #4 CU „ ENCASED IN MIN. 2 oF ELECTRfCAL ONE- L(�E D(AGRAM CONCRETE I.A.W. N.E.C. � 250. NO SCALE '��� � ° ��� � ��� / Consulting Engineers, Inc. Yad 970)949-6106 COp1RIqiT 2003 lake ohce• (530)550-7334 Project Na 7511 Ot Denvz� (303)278-3820 . vw.r bgce com l•��olden Pro�ects\75l i C01JOd �4ounto�n Sctrool\i51101�EuCE Ccdd\75110fET410dv,g Jui 23, 2043 i1—GAUGE STEEL POLE. , HANDHOLE COVER COAX RG6 COAX RG6 GROUND LUG. KLiPP COLVSSY JE1�`�S DUBOIS X X X X ARGIi1TECT5, PC. � P � � BASE COVER. AMmbar Amortcqn Inshtute of ArchHaci� 1�2'� CHAMFEf2 wnt�r Squar�, 1 37 2 Lc�rim�i Strert (1) CAT6 (2) CAT6 (i) CAT6 (2) CAT6 . Sndp�Lwsl,D�nv�r.Colorodo 802�2 ANCHOR BOLTS. � & vl A•�� I�I ' ( � , . Ph 303-893-15+90 !nx 303-893-2?04 � .- , i i � i l� aia I 1� � � I I I 1''� _ ' � ` ' � 3'4" CONDUIT " � ` II �� I•1 . � ,` � +Ial �v� I I°. � (TYflICAL) �'+ CONDUIT {TYPICAL) v� b•� �'1°I I'1 I �a1� , ° � w �I •• j � j ("�� (�' o.e SECOND LEVEL h- °• �tl �� �� � ����� ° � , °j � �j°� 1 r � ( � � � FlNISH GRADE. ,� � � � (el � �I °p ° ' � � °� .•a � 11 ir�ir c �• . I J �°� I P j j ,•9 •� � � X �a" CONDUIT (1) CAT6 x °� fi I � � b I I I a •° � (1) CAT6 �4" CONDUIT DATA � SERVER ROOM � DATA ���CAL) x °•�j •` � �el Is j'j•j•j > . , � I X (TYPICAL) B721 �2)-33�'C & B104 �2)-33Ri C & A125 (2) CAT6 (2) CAT6 {IDF) IBER OPTIC BACKBONE (MDF) IsER OPTIC BACKBONE (IDF) ' 1 I I j ( I Ja� { ; •� ! REFER TO SPECS REFER TO SP�CS I� °� � � � ��� � � ( � �• � ENTIRE ROOM TO BE ENTIRE ROOM TO BE Q � � WRAPPED IN 3'a"FlRE ° COPYRIGHT 2002 ° I �•� � �� � � � P f . o WRAPPED 1N 3'a FIRE . v�p �d � � � r TREATED PLYWOOD - TREATED PLYWOOD #4 VER7ICAL REBARS (6 REQ'D}. #6 GROUND BAR Thra documonr m on�nsrru.n.nt oi aervic+,and o t I<I I (°l � � p v 6 GROUND GOAX RG6 as s��h,r�mairts ths propsrty of ths Arch�tecf. i �i I � • �v COAX RG6 � Pamnfasion fo�u�Of this docur7Y�nt�a IiMifed e• I qp ��� e'° ond can be exrandod only by writt.n ogreemsnt I ° � j � � � , PVC R1G1D CONDUIT & WIRING. �, w�th K 6pp Co lutay lsnks DuBou ArchHacts,P c. ., °I • . ' f t ��_��"- _�� �6 GROUND �AR 2��C ���6 GROiJND BAR 6 °I�i , , o -�- °, i , • • ( I � � � ; COMPRESSION CONNECTION (2) 4" AND (1) 2Yz" C v ' ' ��� ^ ^ OU7 TO TELEPHONE TO SPRINT �� '° �----.—.—T -- � V '< � , a N o ( ' � 3/4"X10' COPPERWEID ROD PEDESTAL QWEST AO 2 i , (. ' , � � � 8 �j � �� FIRST LEVEL v' �. b—'—�---> I A I I 1 1 � II OUTLET NOTE: � 4���.-..s�4....�..4s�1 a � �` L_°°__�`^�,�J ° I I 4—#4 VER'i'ICAL BARS V►+ITH a PROVIDE REQUIRED QUANTITY OF JACKS AT EACH � — {1) CAT S � •� • � #4 HORIZONTAL TIES AT 72 O.C. OUTLET PLUS ONE SPARE FOR FUTURE USE. � � ' JACKpREQUIREMENTS�o��e roR ri io��c�or.Tr. � - (Z) CAT 6 � � o a . v ° �o v ` a • � p C. �� . �. Q` �� CONOUIT ROUTiNG NOTE: v' — {3) CAT 6 ao • ° c a ` 25d0 PSI CONCRETE. WHERE AN ACCESSIBLE CEILING IS NOT AVAILA$LE d o e ROU7E COMMUNICATlONS WIRlNG WITHIN CONDUIT � — (4) CAT 6 FROM DEVICE BACK TO DATA ROOM INDICATED. . OTHERWISE ROU7E CONDUIT UP WALL TO NEAREST T E LE C 0 M M U N I CAT I 0 N S R 1 S E R D I AG RA M � — (5) CAT 6 * 24" DIA. ACCESSIBLE CEILING. � . NO SCALE � — (1) CAT 6 � i O � � ' POLE BASE DIAGRAM NO SCALE o � H H TYPICAL 9'-0" CEILING OR HIGNER 70P � ANN - - - �Q �7 � � � TYPICAL 8'-0" CEILING DO F �O T� H H � HD FF TOP OF CABINET 5D FT FIRE Ai.ARM SYSTEM TOP OF CABINET CONTROL AUTO DIALER A� � PANELS � DH ��C TOP OF CABINET 120VAC �• FACP - ANN KITCHEN FIRE v v F1RE/SMOKE DAMPER (F/S) � � � �S SUPPRESSION SYSTEM � � RELAY �. � � � ��. � '�,�a•� FIRE ALARM ONE LINE DIAGRAM o .��� - ��,��� SCALE: NONE ❑ a s a a r `�. N OTES: ;�' �, 1. THIS IS A FULLY ADDRESSABLE SYSTEM AND EACH DEVICE 5. COOROINATE LOCATION OF DUCT DETECTOR REMOTE INDICATOR � � HAS pISTINCT ADORESS. LIGHTS AND IEST STATIONS WITH TNE VAi� FIRE DEPARTMENT n T Q � (� tV � � EACH DUCT DE7ECTOR SHALL HAVE A REMOTE INDICATOR o 0 0 0 0 0 0 0 � �� �, ,,��. � �, 2. PROVIDE AU. WIRING AS REQUIRED FOR THE SYSTEM LIGHT AND KEYED TEST STATiON. > j � > j � � � J �� ;,�tl�� . SPECIFIED. � ,� � � ,.� ,� � a � .�'�, 6. COORDINATE ELEVATOR RECALL REQUIREMENTS WITH THE STATE o o io o � ia o � w } ,�,;.� 3. REFER TO THE SPECIFICATIONS FOR CONDIJIT REQUIREMENTS. ELEVATOR INSPECTOR AND iNE VAIL FIRE DEPARTMENT. � ��� � c:�'��`�'` 7. FIRE ALARM SYSTEM WIRING iS NOT TO SHARE CONDUIT � v v v v � v `� o 4. COORDINATE AI1 SEQUENClNG OF QPERATIONS WITH 7HE VOfCE/DATA/SECURITY/ TV OR OTHER CABLING SUPPORT rn a�o n n � ,� � °O v VAi� FIRE DEPARTMENT. OEVICES WITH ANY OTHER 5YSTEMS. ` '- FINISHEb F�OOR 8. PROVIDE CONDt!!T RACEWAY tN EXPOSED CEILING APPLICATIONS. NOTE: ALL DEVICES INDICATED TO BE INSTALLED NOTES: AT DIFFERENT MOlfN17NG HEIGHTS & 1. HEIGNTS SNOWN ARE TYPICAL TO CENTERLINE OF 8aX lJNLESS LOCATED WITHIN ONE STUD SPACE FROM EACH OTHER SHALL ALIGN VERTICALLY, N�TED OTHERWISE. ON THE SAME SIDE OF THE STUD WHERE 2. WHERE EVER DEVICES ARE INDICATED TO BE ABOVE DOORS, DEViCE WALL MOUNTED TELEPHONES OCCUR OVER SHALL BE CENTERED BETWEEN TOP OF DOOR TRIM & CEILING-LINE. LIGHT SWITCHES. VOLUME CONTROLS, ETC. - O OFFSET ONE STUD SPACE. 3. MOUNTING HEIGHTS SHOWN ON ARCHITECTURAL ELEVATlONS SHALL GOVERN OVER THOSE SHOWN ABOVE. ARCH(TECT'S PROJECT NUMBER: 2��1 .�28 TYPI�AL DEV(CE MOUNTING HEIGHTS '��� -� NO SCALE � CONSOIIDAIID CD'S JULY 21, 2003 M C g � N Z• � � � C N � DRAWN: EPH R��: JEB , REIIISIONS: VAIL MOUNTAIN SCHOOL Vail, Colorado �lectrical Diugrams July 21, 2003 � �AUDIN ��.�� �ArtZE / Consulting Engineers, inc. Yail 970)949-6108 OOpYRIGHT 20Q3 Lokn ohoe: (530)550-7334 proJeet No• 7511 01 Dai�r (303)278-3820 �vr Dgce com !\Goid?n Fro;ecis\751100 Vcii �!ountam Scl�ool'�7511 O1�BGCE Cadd�751141E4ii ,a,a�g Jul 23, 2003 / - - - PANEL L1 C1 208 Y/ 12� VOLT 3PH 4 WIRE 150AMPERE MAIN CB : 150 AMPERE BUS PANEl. HBE2 480 Y/ 277 VOLT 3PH 4 WIRE 40QAMPERE MAiN LO : 400 AMPERE 8US PANEL H1 C1 480 Y/ 277 VOLT 3PH 4 WIRE 22�4MPERE MAtN LO : 225 AMPERE BUS LOCATI4N ELEC B122 �ulOUNTING SURFACE A.I.C. 1�K LOCATI�N ELECTRICAL ROOM A038 MOUNTIN� SURFACE A.1.CMIN 42,096 LOCATION ELEC B122 M4UNTING SURFACE A.I.CMIN �3,462 � � C� LOAD CIRCUIT � CIRCUIT BU5 CIRCIl1T CIRCUIT LOAD �.� �� LOAD CIRCUIT CIRCUIT BUS CIRCUIT CIRCUIT LOAD �� �.,_, � LOAD CtRCUIT CIRCUIT BUS CIRCUIT CIRCUIT LOAD � � �m Yn'E LOAO DESCRIP710N BREAKER � � BREAKER �E LOAD DESCRIPTION �m �m I T�E L4AD DESCRIPTION BREAKER BREAKER � TYPE LOAb DESCR{P'fiON �m �m �'F LOAD DESCRIPTlON BREAKER BREAKER rn�E LOAD DESCRIPTION � m �� LINE A LINE B LINE C �/R/M POLEITRIP A B C ITRIP POLE �/R/M LINE A LINE B LINE C �� �� LINE A LINE B LINE C �/R/M POLEITRIP A B C TRIP'POLE �/R/M LINE A LINE B LINE C �� �? UNE A LINE B�LINE C L/R/+� POLE TRIP A B�C TRIP'POIE �/R/ta LINE A LINE B LINE C �� c�z �/EIA/s 1 �+/E/A/s �z c�z uN/E/a/s LM/�IAIS c:�z �z u,i/E/A/s u�/E/A/s c�z 1 1260 R �CISSRM B152 1 20 + { 20 1 R CMMNS 811 �1.R REC 10$0 2 d3 2106 LM P-1A � 3 20 + 20 1 E 1 ROOF DRAIN 2500 44 1 2660 L �RM.B152,155,TLT,STOR 1 20 + BUSSED SPACE ! 2 KLIPA COLiiSSY JEN�S DUBOIS 3 7260 � R CRRDR B140 1 20 � + 20 1 E FIREPLACE 500 4 4S 2106 LM -- 3 20 + 20 '1 E 1 ROOF DRAIN 7�00 46 3 3300 L RM.B150.151,HL.TLTS 1 20 + BUSSED SPACE 4 ARCHITECTS, P c 5 900 R CLSSRM 8155 1 20 +' 20 1 R CMMNS 611 FLR REC 1080 8 47 2106 LM -- 3 � 20 + 2Q 1 E 1 ROOF DRAIN 1000 4!f S 3640 L UBRARY—COVE 1 20 + BUSSED SPACE � 6 7� 1260 R CLSSRM 8151 1 20 -I- 20 1 R CMMNS Bll FLR REC 54Q a � �106 M P-16 3 20 -I- 30 1 E 1 St�1W MELT 6300 .�0 7 1560 L �LIBRAR—DN L75 1 20 -!- $USSED SPACE � B M�mbot.Am�nca�lrrshtuteoFpv+ch�t�cts 9 900 R CLSSRM 6150 1 20 ,+ 20 1 R RCPTN B113 360 10 .�1 2106 M -- 3 20 + 30 1 E (1) SNW MELT 8300 S2 � 2160 L HALL B110 ON LTS 1 20 + � BUSSED SPACE �� Wri4►r5quaro, 15i2 Lor�AisrStrroT 11 360 R DATA B121 1 20 + 20 1 R RCPTN 6113 180 � 12 53 ( 2106 M -- 3 20 i+ 30 1 E 1 SNW MELT 5500 54 11 2940 L HALL 8110 COVE 1 20 + � BUSSED SPACE 12 13 360 R DATA B921 1 2Q + 20 i R INFRMRY B718 540 14 3� 942 , M P-2 3 20 + 20 1 E 1 SNW MELT 4500 56 13 2170 L 8112, Bt 13 1 20 + BUSSED SPACE 14 g^ds•�•�•�,o•�+r•►,co��oso�oa 1'S 360 R DATA B121 1 20 + 20 1 � R INFRMRY 6118 U C FR 1000 16 S7 942 M -- 3 20 + 20 1 E 1 SNW MELT 4500 'S6 1'S SPARE 1 20 + ' BUSSED SPACE � 18 ph 303-893-1990 foK 303-893-2204 17 500 R SRVR RM B104 � 1 20 + 20 1 R HD OF SCHL 6114 900 1S 39 942 M -- 3 2Q + 20 1 E 1 SNW MELT 4500 QO 17 SPARE 1 20 �+ BUSSED SPACE � 1� 19 500 R SRVR RM 8104 1 20 + 20 1 E DATA B121 COMM RK 500 20 a1 2106 M EF-17 3 2� + BUSSED SPACE 62 19 330 L EXT. WALL SCONCE 1 20 + BUSSED SPACE 20 �1 500 R SRVR RM B104 1 20 + 20 9 R LBRARY B10Q �20 Z2 83 2iQ6 M -- 3 20 + BUSSED SPACE 64 21 1525 L EXT. PKG LOT 1 20 + BUSSED SPACE 22 23 500 R SRVR RM 8104 1 20 + 20 1 R LBRARY B100 180 24 6S 2106 M -- 3 20 + (BUSSED SPACE 66 23 1425 L SOUTH BOLLARDS , 1 20 + BUSSED SPACE 24 2S 5�0 R SRVR RM 8104 1 20 + 20 9 �SPARE 26 67 583 M SP-1A � 3 20 + � � BUSSED SPACE 68 2S � SPARE 1 20 + BUSSED SPACE 26 27 360 R SRVR RM 8104 i i 2Q + 20 1 �SPARE 2� Q� 583 M -- 3 20 + �BUSSED SPACE 70 27 �SPARE i 20 + $USSED SPACE 28 29 540 R RAMP B121 COMP 1 24 + 20 1 SPARE 30 71 583 M -- 3 20 + �BUSSED SPACE 72 2� SPARE i 20 + BUSSED SPACE 30 31 540 R WRK AREA B103 1 20 + 20 1 5PARE 32 73 583 M SP-1B 3 20 + BUSSED SPACE 74 31 SPARE 1 20 + BUSSED SPACE 32 33 720 R RDG NOOK 8i02 i 20 + 20 1 SPARE � 34 73 583 M -- 3 20 + BUSSED SPACE 7'6 33 SPARE i 20 + BUSSED SPACE 34 35 i 720 ; R RESRCE B101 1 f 20 {+ 20 1 SPARE 38 77 � 583 M — 3 20 + � BUSSED SPACE 78 35 SPARE � 1 20 � + BUSSED SPACE 36 37 540 � R LBRARY B100 1 20 +� � 20 � 1 SPARE � 38 79 BUSSED SPACE + ; BUSSED SPACE 80 37 SPARE 1 20 + 70 3 SUBFEED 8538 38 3� 540 R LBRARY B100 1 20 + 20 1 SPARE 40 81 � BU5SED SPACE +� BllSSED SPACE 82 3� SPARE 1 20 + 70 3 TO 7866 � 4Q 41 900 R LBRARY 6100 1 20 + 20 1 SPARE 42 &3 BUSSED SPACE ( '+ BUSSED SPACE 84 41 SPARE 1 20 + 70 3 PANEL L1C1 5721 42 4960 4640 � 4420 SUB TOTALS 2660 2580 2340 8426 B426 8426 SUB TOTALS 93300 11800 11000 6720 ' 6985 , 8005 SUB TOTALS 8538.i6 866.075720.78 CIRCUIT TYPE L=LIGHTING, R=RECEPTACLE, M=MOT�R, LM=LARGEST MOTOR LINE 'fOTALS 762fl 7220 6760 CIRCUIT IYPE L=LIGHTING, R=RECEPTACLE, M=MOTOR, LM=LARGEST M070R LINE T07ALS 21726 20226 19426 CIRCUIT TYPE L=LIGHTING, R=REC�PTACLE, M=MOTOR, LM=LARGEST MOTaR LINE 70TALS 15258.2 14851.i 13725.8 DESCRIPTION: E=EQUIPMENT, A=APPLIANCE, S=SUBFEED PANEL NEC A�DER —1832 —i729 —1739 DESCRIPTION: E=EQUIPMENT, A=APPLIANCE. S=SUBFEED PANEL NEC ADDER 527 527 527 DESCRIPTION: E=EQUIPMENT� A=APPLIANCE, S=SUBFEED PANEL NEC AODER 1680 1746 2001 COPYRIGHT 2002 NOTES: FEED THRU LOAD 2750 2375 700 N07ES: FEED THRU LOAD � NOTES: FEED THRU LOAD Thts documonr ta an tnstrument pf service,nnd 1. FEEO THRU PANEL TOTAL VA�PH 8538 7866 5721 TOTAL VA�Pti 22253 20753 19953 TOTAL VA�Pti 16938 16597 � 15727 as such,r•moins ths property of tF+�Architecr. LiNE AMPS 71 66 48 SPECIFIC NOTES: LIfVE AMPS 80 75 72 UNE AMPS 61 60 57 RQ'^'T'°s'on for uss of th�s doc�mdnt is Itmtted cnd can ba.nnertdsd only by wnttan ogreer�ent TOTAL KVA LOAD 22.1 �1�1SE 30MA CIRCUIT BREAKER TOTAL KVA LOAD 63.0 TOTAL KVA LOAD 49.3 with KlippColway�onka 13uBots Arch�tectr,p c. FEEDER AMPS 61.4 FEEDER AMPS 75.7 FEEOER AMPS � 59.3 PANEL L1C1 208 Y/ 120 VOLT 3PH 4 WIRE 150AMPERE MAIN LO : 150 AMPERE BU5 PANEL HBE3 480 Y/ 277 YOLT 3PH 4 WIRE 50AMPERE MA1N LO : 50 AMPERE BUS PANEL HBE1 480 Y/ 277 VOLT 3PH 4 WIRE 225AMPERE MAIN LO : 225 AMPERE BUS LOCATION E�ECB122 M4UNTING SURFACE A.I.C. 10K LOCATI4N ELECTRIGAL ROOM A038 MOUNTING SURFACE A.I.CMIN 22,744 LOCATION ELECTRICAL A025 MOUNTING SURFACE A.I.C.MiN 22,903 � j m LOAD CIRCUIT CIRCUIT BUS CIi2CUIT GRCUIT LOAD �..,. � F.� LOAD CIRCUIT CIRCUIT BUS CIRCUIT CIRCUIT i LOAD F,.. � � � LOAD ` CIRCUI7 CIRCUIT BUS I GRCUIT CIRCUIT LOAD f...� � i TYt LUAU UtSC.KtI'I IUN �KtAKtK tiKtAKtK I TYt WAU UtSGKII'I IUN �� (p �m 7 TYt LUAU UtSGKIF'1 IUN �KtAKtK tlKtAKtK 17Yt LVAU UtSGF'ZIF'I IDN �m � m I 7�rt't LUAU UtSGKlF'110N L3KtAKtK t3KtAKtli �Trt LVAU UkSGKIY I IUN � pp �= LINE A UNE 8 UNE C �/�� iPO L E�T R I� A 81C TRIP'PO LE �/R/M LiN E A LI N E B t I N E C �? �� LME A LiNE 8 uNE C �./R/n,i POLE TRIP A'B C T R I P P OL E i/R/t,� LIN E A LINE B L.INE C �� �� UNE A LINE B LtNE C �/R/n� POL E TRiPtA B C T RIP PO LE �/a/M UNE A LINE B L1NE Ci�� c�z � ��M��^�s 1 � I I�M/E/A/s �U Z v Z �/E/AIs I �/�IAIs ,U z U z �+/FIA/5 � � +-►�+/EIA/s I U Z 43 140Q L HALL 6110 WALL SCO 1 � 20 + { BUSSED SPACE � 44 1 2106 E EF-17/SMOKE EXHAU T 3 20 �+ � BUSSED SPACE � 2 1 � 2757 � L STOR,HALL�ST,ELEC 1 20 �+� � �BUSSED SPACE � 2 4S 900 L VEST. B160 1 20 i+ BUSSED SPACE 46 3 � 2106 E -- 3 20 � + BUSSED SPACE � 4 3 3280 L LECT—COVE,STOR 1 20 � �+ BUSSED SPACE ' 4 47 360 L 6134,B,143 1 20 1 �+ BUSSED SPACE +18 5 2106 E -- 3 20 � E+ BUSSED SPACE 6 5 2890 L IECTURE—DN LTS 1 20 + y BUSSED SPACE 6 49 360 L B117,B132 1 , 20 + � BUSSED SPACE 50 7 2080 L EMER GYM LTG 1 20 + BUSSED SPACE ' 8 7 70 L ELEV. MACHINE 1 20 �+ BUSSED SPACE I 8 � S1 SPARE � 1 20 1+ BUSSED SPACE 'S2 � 740 L EMER THR/EXT LTG 1 20 + BUSSED SPACE 10 9 SPARE 1 20 �-i- �BUSSED SPACE � 10 � ,, 53 200 L EXT. WALL SCONCE 1 � 20 + 8USSED SPACE �4 11 BUSSED SPACE �+ BUSSED SPACE 12 11 SPARE 1 20 + BUSSED SPACE 12 � 55 440 L NORfI-I BOLLARDS 1 20 + SUSSED SPACE 'S6 13 BUSSED SPACE + � BUSSED SPACE � 14 i3 2590 � L RM.A155,A152.STOR 1 20 + BUSSED SPACE � 14 � 'Si 1000 I L SIGNAGE 1 20 +' � BUSSED 5PACE SS 13 Bl1SSED SPACE + BUSSED SPACE � 16 13 2540 L RM.A15�,151.124,141,0 T 1 20 + BUSSED SPACE 16 ' S9 � SPARE 1 2Q { �+ BUSSED SPACE I 60 17 BUSSED SPACE I �+ �BUSSED SPACE i8 !7 � , 3120 L RM A102,104103.107 1 20 + BUSSED SPACE � 18 � � 61 � � SPARE 1 20 +� ; � �BUSSED SPACE 82 i9 BUSSED SPACE +� � BUSSED SPACE � 20 19 � 960 � � L A140,A143,A142 1 20 �+ � � BUSSED SPACE ; 20 83 SPARE i � 2Q -h BUSSED SPACE � 64 21 BUSSED SPACE ' + � ;BUSSED SPACE 22 2i 29Q0 ; L ;A110,RMA711-115 1 20 � + BUSSED SPACE 22 68 SPARE 1 20 + BUSSED SPACE ! � BS 23 I { �SUSSED SPACE ( +� � j ;8tJ5SED SPACE 24 2'� 630 � l. BACK STAGE 1 20 + BUSSED SPACE � 24 87 SPARE 1 2Q + BUSSED SPACE � 68 25 BUSSED SPAC� � -t- � � iBUSSED SPACE � 26 2'� SPARE 1 20 + BUSSED SPACE � 26 � 69 � SPARE i 20 + BUSSED SPACE 4 70 27 � BUSSED SPACE I (+ � iBUSSED SPACE 78 27 �SPARE 1 � 20 + BUSSED SPACE + 2g 71 �SPARE i 2Q +I BUSS�D SPACE � 72 29 f BUSSED SPACE + BUSSED SPACE 30 29 SPARE 1 20 � + BUSSED SPACE 30 73 SPARE 1 20 ;+ ; BUS5ED SPACE � 74 4186 � 2846 2106 SUB TOTALS 0 1 0 0 31 SPARE 1 20 + BUSSEA SPACE 32 7S j �SPARE i 20 � -E BUSSED SPACE � 76 33 � � SPARE 1 j 20 + BUSSED SPACE 34 CIRCUIT TYPE L=LIGHTING, R=RECEPTACLE, M=MOTOR, LM=LARGEST MOTOR LINE TOTALS 4166 2846 2106 77 � SPARE i 20 + BUSSED SPACE 78 35 � SPARE 1 20 � + BUSSED SPACE f 36 DESCRIPTION: E=EQUIPMENT, A=APPLIANCE, S=SUBFEED PANEL NEC ADDER 520 185 0 , 79 SPARE 1 20 + 6U55ED SPACE � 37 I SPARE 1 20 +� 175 3 SUBFEED 15925 � 38 NOTES: FEED THRU LOAD I 81 � SPARE 1 2Q + i BUSSED SPACE , 82 39 SPARE 1 20 � + 175 3 TO ( 317428 40 83 SPARE 1 20 �i- BUSSED SPACE i �. TOTAL VA/PH 4706 3031 2106 4� SPARE 1 20 + 175 3 PANEL lBE1 1882$ 42 LINE AMPS 17 i1 8 2200 1900 560 SUB TOTALS 0 0 0 T�TAL KVA LOAD 9.8 6377 �720 6640 SUB TOTALS 15924.7 77428 78827.8 � CIRCUIT TYPE �=IIGHTING, R=RECEPTACLE, M=MOTOR, LM=LARGEST MOTOR LINE 7oTAtS 2240 1900 560 FEEDER AMPS 11.8 CIRCUIT TYPE L=LlGHTING, R=RECEPTACLE, M=MOTOR, LM=LARGEST MOTOR LINE TOTALS 2230i.7 26148 25467.8f DESCRIPTION: E=EQUIPMENT, A=APPLIANCE, S=SUBFEED PANEL NEC ADDER 550 475 140 DESCRIPTIOfV. E=EQUIPMENT, A=APPLIANC�, S=SUBFEED PANEL NEC ADDER 1594 2180 1660 NOTES: FEED THRU LOAD NOT£S: FEED THRU LOA� 1. FEED THRU PANEL TOTAL VA/PH 2750 2375 700 TOTAL VA/PH 23896 28328 27128 � LINE AMPS 23 20 6 LINE AMPS 86 102 98 , � � TOTAL KVA LOAD 5.8 TOTAL KVA I�AD 79 4 FEfDER AMPS �s.2 PANEL H1 W1 480 Y/ 277 VOLT 3PH 4 W1RE 150AMPERE MAIN LO : 150 AMPERE 8US FEEDER AMPS s�•4 �,��- ; .�;r'�f LOCATI�N ELEC C144 MOUNTING SURFACE A.I.C. 10K �� �`��, . �,� LOAD CIRCUIT CIRCUIT BUS CIRCUIT CIRCUIT 4 LOAD � � -.,�.�r' ` �'� �� T�E l,DAD DESCRIPTION BREAKER BREAKER �E � LOAD DESCRIPTION � m �' � P A N E L H 2 E 1 4 8 o Y/ 2 7 7 V o L T 3 P N 4 W I R E 2 2 5 A M P E R E M A I N L o : 2 2 5 A M P E R E B U S � � ��NE A LINE B LINE C� �,�,M �POLE TRIP A B C�TRIPiPOLE �,�n� LINE A LiNE B LINE C �� P A N E L H B E 2 4 8 o Y/ 2 7� V O L T 3 P H 4 W I R E 4 o o A M P E R E M A I N �o : 4 0 o A M P E R E B u S � ; � z u�I E I A I S u+/E/A I s U Z ....t .,.; ,.+ •:i,�;,.�,�• ;4' LOCATION ELEC A222 �IOUNTING SURFACE A.I.C.MIN 19,894 1 2050 L a12o,e�23-s,c�2o � ' 20 + BUSSED SPACE 2 LQCATION ELECTRICAL ROOM A038 MOUNTING SURFACE A.I.CMiN 42,096 �� � �`"� • 3 3070 L 8132-6,Bi30,B138,611 1 � 20 + BUSSED SPACE 4 '�+��' .:r,,.'+�'�' �� LOAD CIRCUIT CiRCUiT BUS CIRCUIT CIRCUIT LOAD � � 3 SPARE 1 20 + I BUSSED SPACE 6 � � LOAD CIRCUIT GRCU17 BUS CIRCUIT CIRCUIT L.OAD �� ���;� �, ��a,;��-�`�r �m T�'E LOAD DESCRIPTION BREAKER � BREAKER rr�E LOAD DE5CRIPTION � m 7 SPARE � , 20 + � BussED SPACE 8 �m I �� LOAO DESCRIPTION BREAKER ( BREAKER T�E LOAD DESCRIPTION �m �� U N E A U N E B U N E C I �/R/M P O L E T R I P A B C T R I P P O L E �/r t/►� L I N E A L i N E B L I N E C � � 9 2 0 2 0 L K I N D E R C 1 2 1—1 2 3 � 1 2 0 + � B U S S E D S P A C E 1 0 �� L I N E A�u N E B u N E C I �/R/n e P O L E�T R I P A B C T R i P P O L E �/R/M L I N E A L I N E B L I N E C �� (U z � ! i LM/E/A/S I LM/E/A/S i �U Z �� 3290 L C12�,C71�,C125,C�26 1 � 2a �- � BUSSED SPACE �'1 U Z � � l.ld/E/A/S � � LM/�/A/S � U Z 1 ` 3070 � L A200-202,A207 � 1 20 �+ j �BUSSED SPACE � 2 13 3220 L C170,C131,C132,C142,C14� 20 + ( J BUSSED SPACE 14 1 3880 ! M �AHU—i 3 20 +' 20 3 M B-16 942 2 3 3260 � L �A210 1 20 -E BUSSED SPACE 4 13 3690 � L LCKRS.STOR,MECH 1 20 + BUSSED SPACE 16 � 3880 M — 3 20 + 20 3 M — j 942 4 5 � 640 L �A210,STR002 1 20 + SUSSED SPAC£ � a 17 SPARE 1 � 20 + BUSSED SPACE 18 3 � ! � 3880 M -- 3 20 + 2� 3 M -- 942 6 7 2850 � L A221.A250,A241,A222 1 20 +) BUSSED SPACE 8 19 SPARE 1 20 + BUSSED SPACE 20 7 3Q48 M AHU—2 3 20 + 2Q � 3 M EF-7 3048 6 9 2325 L A251.BTHRM,ATIIC 1 20 � -+- BUSSE� SPACE 10 21 63� L C240 1 20 -1-i � � BUSSED S?ACE 22 9 3a48 � M -- 3 20 + � 20 3 M -- 3048 10 11 � 790 L A240,STR003 1 20 � + BUSSED SPACE 12 23 9330 E EF-1 1 20 �-l- BUSSED SPACE 24 11 3048 M -- 3 20 + 20 3 M -- 3048 12 13 2510 L A252,A255 1 20 �+ I BUSSED SPACE 14 25 SPARE 1 20 �+, �BUSSED SPACE { 26 13 3880 M ANU-3 � 3 20 -F 20 3 M EF-8 831 14 1S � SPARE 1 20 + � BUSSED SPACE 16 27 ( SPARE 1 20 `+ SUSSED SPACE 28 15 3880 M -- 3 20 �+� i 20 3 M -- 831 16 � 17 � SPARE 1 2� + BUSSED SPACE 18 29 SPARE 1 20 + BUSSED SPACE 30 17 3880 M -- 3 20 ;+ 20 3 M -- 831 18 p��}{��['S PROJEC� NUMBE� 21 � SPARE 1 20 �+ + BUSSED SPACE 22 33 � 2724 � 2780 L LG. GYM. 5E 1 20 + + BUSSEO SPACE � 34 21 5820 5820 � M AHU-4 3 30 + + � 20 3 M EF-9 3048 3048 2Z �oo� .0�� 93 cpeR� � �n I � R�icccn cper� �� z�c i �a�n i �c r_vu n�w � �n I..� la��cc�n ccerc I ! 3R 93 ! SR�n � -- ! � �n I +i �n � n� _ 3�48 2L 25 �SPARE � 9 20 +� BUSSE� SPACE 26 37 2720 L LG. GYM, SW 1 � 20 + � 125 3 {SUSFEEDv. „v � 19496 � � � 38 25 5820 � � LM AHU-5 7 3 30 + 30 3 M EF-10 � 5819 26 � , 27 SPARE 1 20 � + �BU5SED SPACf 28 39 2720 L SM. GYM 1 � 20 ,+ 125 3 TO 17514 I , 40 27 � 5820 LM — 3 30 + 30 3 M -- 5819 � 28 CONSOUDATED CDS JULY 21, 20D3 � 28 SPARE i 20 +� BUSSED SPACE 30 41 1360 L SM. GYM 1 20 + 125 3 PANEL L1W1 20256 42 29 5820 LM -- 3 30 + 30 3 M -- 5819 34 `" 31 SPAR£ 1 20 + BISSSED SPACE 32 107t0 'l4910 8950 SUB TOTALS 19496 17614.2 2Q255.8 31 5820 M AHU-6 3 30 + 20 3 M EF-11 3$80 32 � 33 SPARE 1 20 ,+ BUSSED SPACE 34 33 5820 M -- 3 30 + 20 3 M — 3880 34 � CIRCUIT TYPE L=LIGH�ING R=RECEPTACLE M=MOTOR LM=LARGEST MOTOR UNE TOTALS 30206 2524. 29245.8 35 SPARE 1 20 + BUSSED SPACE 36 � � � 3S 5820 M -- 3 30 + 20 3 M -- 3880 36 � DESCRIPTION: E=EQl11PMENT, A=APPLIANCE, S=SUBFEED PANEL NEC ADDER 2678 3728 1905 37r SPARE 1 20 + 125 3 SUBFEED 15705 3$ 37 942 M B-1A 3 20 + 20 3 M EF-12 � 3048 38 a NOTES: FEED THRU LOAD 39 SPARE 1 20 + 125 3 TO 14269 40 39 942 M — 3 20 + 20 3 M -- 3048 40 0 TOTAL VA/PH 32$83 � 36252 31111 41 SPARE 1 20 + 125 3 PANEL L2E1 12828 4Z LINE AMPS 119 131 112 41 942 M -- 3 20 + 20 3 M — 3048 4,2 8430 5585 '1630 SUB 70TALS 15704.914269.412827.7 TOTAL uv� �o�o �00_2 29210 29210 29210 SUB TOTALS 2Q616 20616 20616 CIRCUIT TYPE L=LIGHTING, R=RECEPTACLE, M=MOTOR. LM=LARGEST MOTOR LINE TOTALS 24134.979854.414457.7 �EEDER AMPS 120.6 CIRCUIT TYPE L=LIGHTING. R=RECEPTACLE, M=MOTOR, LM=LARGEST MOTOR LINE TOTALS 49826 49826 49826 DESCRIPTlON: E=EQUIPMENT, A=APPLIANCE, S=SUBFEEQ PANEL NEC ADDER 2108 1396 408 DESCRIPTION: E=EQUIPMENT, A=APPLIANCE, S=SUBFEED PANEL NEC ADDER 1455 1455 1455 ��' E� N OTES: FEED THRU LOAD NOTES: FEED THRU lOAD 22253 20753 19953 TOTAL VA/PH 26242 21251 14865 TOTAL VA/PH 73534 72034 71234 R��: LINE AMPS 95 77 54 � LINE AMPS 265 26� 257 TOTAL KVA LOAD 62.4 TOTAL KVA LOAD 2i6.8 FEEDER AMPS �s.o PANEL H2W1 480 Y/ 277 YOLT 3PH 4 WIRE 225AMPERE MAIN LO : 225 AMPERE BUS FEEDER AMPS zso.s REVfSIONS• LOCATION ELECTRI�AL B221 MOUNTING SURFACE A.I.C.MIN 13,042 F� LOAD CIRCUIT CIRCUIT BUS I CiftCUIT ClRCUIT LOAD �.� �m TYPE LOAD DESCRIPTION BREAKER BREAKER TYPE LOAD DESCRIPTION �m � � LINE A LINE B LINE C � /M POLE TRIP A B C TRIP POLE �/R/n� LINE A LINE B LI{VE C �� V Z � ��/A/s ( �/E/A/s � � V z 1 3560 � L B210 I 1 20 + � BUSSED SPACE 2 3 2610 L B200,B202,6211 1 20 + BUSSED SPACE 4 3 1990 L 8203,8273,B242,B244 1 20 + BUSSED SPACE B 7 790 L B240,STR�04 1 20 +; BUSSED SPACE B $ i 2��0 � 8252,$255 , 2o i + BUSSED SPACE +o VAIL MOUNTAIN SCHOOL 11 3900 L 6250,251.ATfIC 1 20 + BUSSED SPACE 12 �f !3 2100 L STR001.B235,B234 1 20 +� BUSSED SPACE 14 YQI�, Colorado 1S SPARE 1 20 + BUSSED SPACE 16 � 17 �SPARE 1 20 + BUSSED SPACE 1!! 19 SPARE 1 20 + BUSSED SPACE 20 21 2140 L B232,231.230 1 20 + BUSSED SPACE 22 23 1130 L B220,STR005 1 20 + BUSSED SPACE 24 2S 3280 B226,C223.C222.ATT1C 1 20 + BUSSED SPACE 26 27 SPARE 1 20 + BUSSED SPACE 28 Oectrical Ihagrams 29 SPARE 1 20 + BUSSED SPACE � 30 31 SPARE 1 20 +� BUSSED SPACE 32 July 21, 2��3 33 SPARE 1 20 � + BUSSED SPACE 34 ',j.s' SPARE 1 20 i + (6USSED SPACE 36 37 SPARE 1 20 + 125 3 SUBFEED 11311 38 39 SPARE 1 20 � j+ 125 3 TO 13582 40 41 SPARE 1 20 i + 125 3 PANEL L2W1 13111 42 9730 7520 6220 SUB TOTALS 11311 13581.5 13111 CIRCUIT TYPE L=LIGHTING, R=RECEPTACLE� M=MOTOR, LM=LARGEST MOTOR � UNE TOTALS 21041 21101.5 19331 DESCRIPTION: E=EQUIPMENT, A=APPLIANCE. S=SUBFEED PANEL NEC ADDER 1613 1880 1555 R��� ��'�� NOTES: FEED THRU LOAO L TOTAL VA/PH 22654 22982 20886 ���' � LINE AMPS ' 82 83 75 TOTAL KVA LOAD 66.5 Consulting Engittsers, Inc. FEEDER AMPS 80.0 vaa. (970)949-6106 coP�t�r 2003 Loke 7ohce (530)550-7334 project No• 751101 D�ver, (303)278-3820 . «w�.bece tan l•,Golden �ro3etts\751 i OG Vod Noun!om School�?51 l O1�EvCE Cadd�75i IOtE�10 d;rg Jul 23, 2G03 PANEL L1 W2 208 Y/ 120 VOLT 3PH 4 WlRE 20QAMPERE MAlN CB : 200 AMPERE 8US PANEL L1 W1 208 Y/ 120 VO�T 3PH 4 WIRE 225AMPERE MAIN LO : 225 AMPERE BUS PANEL LBE1 208 Y/ 120 VOLT 3PH 4 WIRE 40QAMPERE MAIN CB : 400 AMPERE BUS L4CATION HALL C135 MOUNTIt�G RECESSED A.i.C. 10K LOCAT{ON _ELEC C144 MOUNTlNG SURFACE A.I.C. 10K �OCATION ELECTRICAL A�25 MOUNTING SURFACE A.I.C. 10K P �� l.OAD CIRCUIT CIRCUIT BUS CiRCUIT CIRCUIT LOAD �� � � LOAD I CIR�UIT CIRCWT BUS CIRCUIT CIRCUIT LOAD �� �� LOAD CIRCUIT � CIRCUIT BUS CIRCUIT CIRCUIT LOAD � �m �E LOAD DESCRIPTION BREAKER BREAKER � T�E LOAD DESCRIPTION �m �m ! T�'� . LOAD DESCRIPTION BREAKER BREAKER �E � �' � ~w LOAD DESCRIPTION 3 m �m �E LOAD DESCRIPTION 1 BREAKER BREAKER T�'PE LOAD OESCRIPTION 3 m �= LI N E A L 1 N E 6 1 L I N E C �/R/M P O L E T R I P A�B C T R I P P O L E� L/R/M �L i N E A L I N E B I L I N E C �_ �= L I N E A�L I N E B I L I N E C �/�/M P O L E T R I P�A B C I T R I P P O L E �/R/M L I N E A L I N E BI L I N E C �� �� LINE A�LINE 8 UNE C I ��/M POLEiTRIP A B C TRIP POI.E �/a/M LINE A LINE B LINE C �� c�� 1 LM/E/A/S LM/E/A/S U Z U Z LM/E/A/S LM/E/A/S � � � UZ C�Z j ��A�S I LM/E/A/S UZ I`LIPP CULUSSY JENICS DUBOIS 1 8 2 9 A K-2/DISPOSER 3 � 20 + � 20 1 A K-41A ISWD PRP CN� 7920 � 2 43 540 ` � R tiALL C135 1 20 + 20 1 R GYM 900 44 1 500 � R DRSSG RM A033 1 20 + � 20 1 R LCTR AHLL A020 � 720 2 ARCHITECTS, P�. 3 829 A -- 3 20 + 20 1 A K-41B ISLND PRP CN 1920 4 4.'S 720 R OFF C111 1 � 20 + 20 1 E GYM BCKBRDS 1200 46 3 500 j R DRSSG RM A433 1 20 + 20 1 R ELVTR PIT MACH RM 360 4 'S 829 , A -- 3 20 + 100 2 A �K-42 SRVG CNTR 8320 � 6 47 360 R FOYER C110 1 20 + 20 1 E GYM BCKBRDS i200 4$ S 500 R bRSSG RM A033 1 20 + 20 1 R INDPT CSSRM A124 720 � 6 �'�°f''�bor:Ami�riar��+m�tuta oF Archrtact� - 7' 3120 A K-3A�DSHWSHR 2 4Q -!- 100 2 A -- 8320 a 49 iQ00 E FTNSS RM C170 1 20 -{- 20 1 E GYM SCRBRD 7000 50 7 500 R DRSSG RM A033 1 20 + 20 1 R DATA A125 f 360 ` 8 wnt�rsqua�, 1512 Lprim�rSfrN4 9 3120 A -- 2 40 + 20 1 A K-43 REF COLD PAN 480 � 10 '31 1000 E FTNSS RM Ci70 1 20 + 20 1 R AUX GYM 108p 52 9 5Q0 R DRSSG RM A033 1 20 + 20 1 R DATA A125 360 � 10 11 3120 A K-3B/OSHWSHR 2 4Q + 40 2 A K-44/HOT FD WL� UN�IT 2715 12 53 1000 E FTNSS RM C170 1 20 + 20 1 E AUX GYM BCKBRDS 800 54 11 500 � R DRSSG RM A033 1 24 + 20 1 R DATA A125 360 12 B���s•i-•V��,o.�,,,..,coiorodos�ro2 13 3120 A -- 2 4Q + 40 2 A -- 2715 14 55 7�00 E FTNSS RM C170 1 2Q + 20 1 E GRLS LCKRS C160 1200 56 13 500 R DRSSG RM A033 1 20 + 20 1 R WORK A141 1000 14 � � ph 303-893-15+90 �oz 303-893-2204 15 1788 A K-9/FR�EZi2 1 20 �+ 20 1 A K-48 CE MACH 1368 76 S7 1000 � E FTNSS RM C970 1 20 +� 20 1 E GRLS LCKRS C160 1200 'SS 1'S 500 R DRSNG RM A035 1 20 + 20 1 R WORK Ai41 500 te 17 1248 A K-13/FRIG 1 20 + 20 1 A K-51 JCE DSPNSR 192� 1a s9 1000 E FTNSS RM C17� 1 20 + 20 9 � � BYS LCKR C150 1200 60 17 � 500 R DRSNG RM A035 1 20 I+ 20 1 R WORK A141 500 1!� 19 1920 A K-22/FR SUPP SYS 1 20 + 20 1 A K-52/MLK DSPNSR 1920 ?A 61 1000 E FTNSS RM C170 1 24 + � 20 i � E BYS LCKR C150 1200 6Z 18 50Q R DRSNG RM A035 1 20 + 20 1 R WORK Ai41 500 20 21 8i6 A K-23A/OVEN 1 20 + 20 1 E EF-15 1920 22 63 1000 � £ FTNSS RM C17� 1 20 + 20 i R SCHL STORE C137 360 � a4 2! 500 R DRSNG RM A035 1 20 + 20 1 R CLSSRM A150 � 900 Z2 23 SPARE 1 20 + 20 1 E EF-16 1656 24 63 1000 E FTNSS RM C170 1 20 � + 20 i E STDNT STR COILING D 1500 66 23 500 R DRSNG RM A035 1 20 + 20 '1 R CLSSRM A151 1260 24 25 816 A K-23B/OVEN 1 ( 20 + 20 1 R �STRGE C123 UC FRIG 1000 � 26 87 1000 E FTNSS RM C170 1 20 + 20 1 E WRE WSH COILING DR � 150� 6B 2$ 500 R DRSNG RM A035 1 20 + 20 i R CLSSRM A152 1260 26 27 SPARE 1 20 +� 20 1 � R STRG RMS 900 � $� 1000 E FTNSS RM C170 9 20 + 20 1 E CUH-1/CA8 UNtT HTR 396 70 27 500 R DRSNG RM A035 1 20 + 20 1 � R CLSSRM A155 � 1260 2� 29 1920 A �K-24/EXHST HOOD i 20 � + 20 i SPARE 30 71 1000 E FTNSS RM C170 1 20 + 20 1 E SP-2A � 1920 72 29 720 � R SPRINT/QWEST A032 1 20 + 20 � 1 � R HALL A140 720 � 30 31 ( SPARE 1 20 + 20 1 SPAt2E 32 73 180 R �DNG C130 1 20 + 20 1 E SP-26 192Q 74 31 720 R BLR RM A037 1 20 + 20 7 R HALL CMPTRS ( 540 32 33 1656 A K-34/DBL CONV OVE 1 20 �+ 20 1 SPARE 34 75 � 180 R �DNG C130 1 20 �+ 20 1 R SCRBRD 1500 � 76 33 540 R ELECA038/JANA015 1 20 + 20 3 R HALL A120 720 34 3S jSPARE 1 20 + 20 1 SPARE � 3B 77 380 L B120, Ci22 'I � 20 + 20 1 R IRRGTN PANEL 9500 76 3S 900 R WALL A01Q, A030 1 20 + 20 1 R LCTR AHLL A020 1000 36 37 1920 A K-36/EXST HOOD 1 24 + 20 1 SPARE 38 79 i200 L DING, DN LTS 1 20 + 20 1 ,SPARE 80 37 540 � R BLOG ENG A014 1 20 + � 20 1 R �COMP STRG , 540 � 38 3� 1055 A K-38/HLDG CAB � 2 20 + 20 1 SPARE � 40 81 1200 L DING, DN LTS 1 20 + 20 1 SPARE SZ 3� 720 � R GRN RM A011 1 20 + 20 1 R COAT CLT A133 360 40 41 1055 A -- 2 20 + 20 1 SPARE 42 83 1060 L DEC. PEND. WS 1 20 + 20 1 SPARE � � d4 41 720 R MECH RM A031 1 � 20 + 20 1 E ELEV MACH LTS FAN � 500 4Z 11725 9264 8172 SUB TOTALS 15875 6588 14611 5920 6100 5800 SUB TOTALS 7720 5736 8120 3760 3760 434Q SUB TOTALS 4920 4460 5060 CIRCUIT TYPE L=LIGHTING, R=RECEPTACLE, M=MOTOR, LM=LARGEST MOTOR LINE TOTALS 27600 15852 22783 j CIRClJIT TYPE L=LIGHTING, R=RECEPTACLE, M=MOTOR, LM=LARGEST MOTOR tINE TOTALS 13640 71836 13920 CIRCUIT 7YPE L=LIGHTING, R=RECEPTACLE, M=MOTOR, LM=LARGEST MOTOR LINE TOTALS 8680 8220 9400 COPYRIGHT 2002 DESCRIPTION: E=EQUIPMENT, A=APPLIANCE� S=SUBFEED PANEL IdEC ADDER 931Q —4561 —7394 DESCRIPTION: E=EQUIPMENT, A=APPLIANCE� S=SUBFEED PANEL IVEC AD�ER 300 30a 360 DESCRIPTION: E=EQUIPMENT� A=APPLIANCE, S=SUBFEED PANEL NEC ADpER —2558 —2517 —2725 Th�s dacument ta an insrrum�nf of servics,dnd NOTES: FEED THRU LOAD � 0 ! 0 NOTES: FEED THRU LOAD �10TES: � os:.,rh,r.mo�na tF,s proparty ot tF��Arch�tect. 1. FEED THRU PANEL TOTAL VA PH 78290 11291 15389 1, FEED THRU PANEL FEED THRU LOAD 9903 71725 12153 � pa,mrh,on{or us.of this docum�nt 1s I�m�ted � 70TAL VA�PH 13940 12136 14280 �. FEED 7HRU PANEL TOTAL VA�PH 15925 17428 18828 ond con ba axtendod ortly by wntten careemant LINE AMPS 752 94 12$ 2. 1SOLATED GROUND PANEL LINE AMPS 116 101 119 IINE AMPS 133 145 157 , wi�h Kl�pp Golwsy lanks DuBo�s Arch�tacts,P C TOTAL KVA LOAD 45.0 TOTAL KVA LOAD 40.4 TOTAL KVA LOAD 52.2 FEEDER AMPS i24.8 � FEEDER AMPS 172.0 FEEDER AMPS 144.8 PANEi. L1 W2 208 Y/ � 2o VOLT 3PH 4 WIRE 2oqAMPERE MAIN �o : 20o AMPERE 6US PANEL L1 E2 2os Y/ � 2o VOLT 3PH 4 WIRE 15oAMPERE MAIN cB : �5o AMPERE BUS PANEL LBE� 208 Y/ � 2o VOLT 3PH 4 WIRE 4oQAMPERE MAiN Lo : 40o AMPERE BUS LOCATION HALL C135 MOUNTING RECESSED A.I.C. 10K LaCATION TECH OFFICE A1�3 M4UNTiNG SURFACE A.I.C. 10K LOCATION ELETRICAL A025 MOUNTING SURFACE A.t.C. 10K � r d LO/tiD oiacvn- OIROVIT ova o�reov�T oirxovir LOrtiD � � �,� LOAG urcw�� wttt;u�� ttu5 GiK(,UIT GIRGUIT L �a �, � CIRCUIT CIRCUIT 8US CIRCUIT CiRCUIT LOAD �.� � �m '�� LOAD DESCRlPTION BREAKER BREAKER r�� LOAD OESCRIP1i0N �� �m nr�E LOAD DESCRIPTtON BREAK£R BREAKER rrP� LOAD DESCRIPTtON �m � m �E LOAD DESCRIPTION BREAKER � BREAKER r�e LOAD DESCRIPTION �m �� LINE A LIN E 6 U N E C ��� P O�E T R I P A�B'C T R I P i'O L E� �t/M �I N E A L I N E B L I N E C��� �� U N E A L I N E B L I N E C L/�t/►� P O L E T R I P A B C T R l P I P O L E �/R/M L I N E A�L I N E B�L I N E C �� � � U N E A L I N E B L I N E C �/�t/M P O L E�1 R I P A B C T R I P P O L E �/R/M � L I N E A'L I N E B L.I N E C �� U Z L M/E/A/S LM/f/A/S �U Z U Z LM/E/A/S � �LM/E/A/S � V Z V Z LM/E/A/S � � LM/E/A/S � U Z � � BUSSED SPAGE + BUSSED SPACE 44 1 540 R MS CMPTR LAB A101 1 20 �+� 20 I 1 R MS CMPTR LAB A102 540 2 43 500 A K7CHN A122 1 20 + 1 20 L jDaSG RM A035 'l350 44 4� ( BUSSED SPACE + � BUSSED SPACE 4� 3 54Q R MS CMPZR LAS A101 1 � 20 + 20 1 R MS CMPTR LAB A'!Q2 540 4 4'� 4000 A OVEN 2 50 + 1 20 L A'12Q,A100 i000 46 47 BUSSED SPACE + BUS5ED SPACE 48 S 540 R MS CMPTR LA8 A101 1 20 + 20 1 R MS CMPTR LAB A102 360 8 47 � 4000 A -- 2 50 +� 1 � 20 L DRSG RM A033 1500 4d * 49 BUSSED SPAC� + BUS5ED SPACE � 50 7 540 � R MS CMPTR LAB A101 1 2Q + 20 1 R TECH SPPRT A10i � 180 8 49 500 A KTCHN A122 1 20 +� 1 20 L LECT—WALLSCONCE 800 Sp � . 51 BUSSED SPACE + BUSSED SPACE 52 9 540 R MS CMPTR LAB A101 1 20 + 20 1 � R �TECH SPPRT A101 � 180 10 S1 500 , A KTCHN A122 1 2Q + 1 � 20 L STAGE JELLY JARS 720 S2 � $3 BUSS�D SPACE + BUSS�D SPACE S4 11 540 R MS CMPTR LAB A101 1 20 + 20 7 R TECH SPPRT A�01 180 12 S3 � 500 A KTCHN A122 1 20 � + 1 20 L COAT CHK,KIT 500 'S4 � '.fS i BUSSE� SPACE + BUSSED SPACE 58 13 360 R MS CMPTR LAB A101 1 20 +� 20 1 R TECH SPPRT Ai01 180 14 �f 500 A K7CHN A122 1 20 �+ 1 20 R STAGE A135 180 ;i� . $7 BUSSED SPACE i � + BUSSED SPACE � 38 15 360 � R MS CMP1R LAB At01 1 20 j i+ 20 1 R TECH SPPRT A1�1 180 16 57 720 R AUDITRM A130 1 24 + 1 20 � R �STAGE A'!36 ; 18Q 58 � � 59 � BUSSED SPACE + BUSSED SPACE i I 80 17 1 18Q R TECH OFF A103 � 1 20 + 20 1 R TECH SPPRT A101 i 180 18 'S9 360 R STAGE A735 1 20 !+! 1 20 R 'STAGE A137 18Q 6Q 6i BUSSED SPACE , +, SUSSED SPACE j r $2 18 180 R TECH OFF A103 1 20 + 20 1 R TECH SPPRT A101 180 � � 20 81 � 2500 E LINE SHAFTS 9 � 30 �-1- 1 20 R STAGE A138 180 62 63 BUSSED SPACE -f- BUSSED SPACE � 64 21 180 R TECH OFF' A103 � 1 20 + 20 1 R iECH SPPRT A101 180 � 22 63 2500 E LINE SHAFTS � 1 � 30 + 1 2Q R STAGE A139 980 64 85 BUSSED SPACE + BUSSED SPACE I 8S 23 540 R MS CMPTR LAB A102 i 20 f + 20 1 R CMPTR LAB I 360 24 6!S � 2500 E LIlJE SHAFTS 1 30 + 1 20 � R STAGE A140 180 66 � 87 BUSSED SPACE + � BUSSED SPACE 6� Z5 540 � R MS CMPTR LAB A102 i 20 �+� 20 1 �SPARE 26 67 720 � R STGCRFT A136 1 20 + ' ( 1 � 20 R �StAGE A141 � 180 � 68 69 BUSSED SPACE �+ � BUSSED SPACE i 70 27 � 544 � R MS CMPTR LAB A102 1 20 �+� �Q 1 ,SPARE 2$ 69 � 1Q00 E STG PANEL 1 20 I �+I � 1 ; 2Q R S7AGE A142 180 � 70 � 71 BUSSED SPACE �+ �$USSED SPAGE � 72 29 540 R MS CMP7R LAB A102 1 20 �+ 2Q 9 �SPARE 30 71 1000 � E STG PANEL 1 20 � + 1 � 20 R STAGE A143 � 18Q I 72 73 ( � ! BUSSED SPACE j +� � �BUS5ED SPACE , � 74 31 540 ' R �MS CMPTR LAB A102 1 20 +� j 20 1 I �SPARE � � 32 73 540 j R CRRDR A16 1 j 20 �+� 1 20 R STAGE A144 784 = 74 75 BUSSED SPACE -�- BUSSED SPACE 7$ 33 540 R MS CMPTR LAB A102 1 20 + 20 1 � �SPARE ( 34 75 720 I R RCRD/PRAC A115 1 20 �+ i 20 R STAGE A145 ( 180 76 77 � � �BUSSED SPACE + BUS5ED SPACE 78 3$ 540 R MS CMPTR LAB A102 1 20 + 20 1 SPARE 36 77 540 R PRAC A114 1 20 -F- i 20 R CATWALK A145 720 78 79 = BUSSED SPACE ! + BiJSSED SPACE � 80 37 540 � R MS CMPiR LAB A102 1 20 +' 20 1 SPARE 38 78 � 1260 R MUSlC A111 1 2Q + 1 20 � E �DATA A125 COMM f2K 500 80 81 BUSSED SPACE +� � BUSSED SPACE 8Z 39 540 R MS CMPTR LAS A1Q2 i � 2Q + 20 1 SPARE 44 81 � 540 R PRAC A112 1 20 +� 1 20 L A154,A143 364 82 83 BUSSED SPACE + �BUSSED SPACE 84 41 � 540 R MS CMPTR LA8 A102 1 20 + 20 1 SPARE 42 �3 1 540 R MSC OFF A123 1 20 -t- 1 20 E EF-6 528 84 0 0 0 SUB TOTALS J 0 0 0 � 3240 3240 342� SUB TO'fALS i080 1Q80 � 1080 � 6520 9980 9440 SUB T�TALS 3370 2800 3788 � CIRCUIT TYPE L=LIGHTING, R=R�CEPTACLE, M=MOTOR, LM=LARGEST MOTOR LINE TO7ALS 0 0 0 CIRCUIT TYPE L=LIGNTING, R=RECEPTACLE� M=MOTOR, LM=LARGEST MOTOR LINE TOTALS 4320 4320 4500 CIRCUIT TYPE L=LIGHTING. R=RECEPTACLE. M=MOTOR, LM=LARGEST MOTOR ' LINE TOTAIS 9890 i2780 13228 DESCRIPTION: E=EQUIPMENT, A=APPLIANCE, S=SUBFEED PANEL NEC ADDER 0 0 i 0 DESCRIPTION: E=EQUIPMENT, A=APPLIANCE, S=SUBFEED PANEL NEC ADDER —516 —516 —538 DESCRIPTtON: E=EQUIPMENT, A=APPLIANCE. S=SUBFEED RANEL � NEC ADDER 13 —1055 —1075 � NOTES: FEED THRU LDAD , NOTES: FEED THRU LOAD NOTES: FEED THRU LOAD � � TOTAL VA/PH 0 0 0 � 1 FEED THRU PANEL 70TAL VA/PH � 3804 3804 3962 T�TAL VA/PN ; 9903 a 11725 12153 LINE AMPS 0 0 fl � � LINE AMPS 32 32 33 TOTAL KVA LOAO 0 0 LINE AMPS 83 98 101 FEEDER AMPS 0.p TOTAL KVA LOAD 11.6 � ��w �� FEEDER AMPS 32.1 TOTAL KVA LOAD 33.8 �r,, +t f,�r. f FEEDER AMPS 93.8 r+�`�, ��,; ,", 4� � ♦ � '� � .� PANEL L1 W1 208 Y/ 120 VOLT 3PH 4 WiRE 225AMPERE MAIN CB : 225 AMPERE 8US PANEL LBE1 208 Y/ 120 VOLT 3PH 4 WIRE 40Q4MPERE MAIN LO : 400 AMPERE BUS �: ���„�•��• =� LOCATfON ELEC C144 MOUNTlNG SURFACE A.I.C. 10K LOCATION ELETRICAL A025 MOUNTING SURFACE A.I.C. 1�K {��' � ��`i ���� ,� .;�xc��`�4. �� LOAD CIRCUIT ciRCUiz eus CIRCUIT ciRCUiz LOAD �.� �� LOAD � ci�cuiT ci�cu�T Bus c�RCUir CIRCUiT LOAD �� � m �E LOAD DESCRIPTION BREAKER BREAKER rrnE LOAD DESCRIPTION �m �� I �E LOAD DESCRIPTION BREAKER BREAKER �E LOAD DESCRIPTfON �m �= UNE A LINE B I LINE C �/R/M POLE TRIP A B C TR1P POLE) �/R/n+ LINE A LINE B LINE C �j �j IINE A LINE B LINE C �/R/� POLE TRIP A B C TRIP POLE �/R� LINE A LINE B LINE C �� U Z �I E IA IS LM/E/A/S U Z U Z ��IAIS � ��IEIAISI U Z 1 540 R ADMSSNS B115 1 2a + � 20 1 R �ASS HD SPPRT 6124 720 2 a!i 500 R GEN BLCK HTR 1 20 + BUSSED SPACE 86 3 , 180 � R HALL B1�Q 1 20 + 20 1 R ASS HD OFF B123 540 4 87 500 R GEN BATT CHRGR 1 20 � �+ BUSSED SPACE 88 S � 1000 R HALL B130 U/C FRIG 1 20 + 20 1 R KNDRGTN C121 540 B $9 1S5S E P-3 1 20 �f- , BUSSED SPACE Qp , 7 180 � R HALL 8130 1 20 +' 20 1 R KNDRGTN C921 540 $ �1 696 E SF-1 1 1 20 + ; BUSSED SPACE 92 9 i 180 R HAU_. 6130 1 20 � + 20 1 R KNDRGTN C121 � 900 10 93 396 E UH-1 1 20 � j+ � $USSED SPACE 94 11 ! 540 R CNFRNCE 8138 i 20 + 20 1 R DNG RM C130 720 12 8'S 528 E U}i-2 1 20 + BUSSED SPACE � 96 . 13 360 ! R CNFRNCE 613$ 1 20 + 20 1 R DNG RM C130 900 114 97 884 E �G-1 � 1 20 + BUSSEO SPACE 98 15 720 R BUSNSS OFF 6137 1 20 ,+� 20 1 R �GRLS LCKR C160 360 } 16 99 � SPARE 1 20 +i BUSSED SPACE �� ARCHITEC�S PROJECT NUMBER: 19 + 540 720 R DEV DRCTR36135 1 20 + + 20 1 R GRLS LCKR C160 i 180 18� 24 103 SPARE 1 20 + + � ! ;BUSSED SPACE 104 �oo� •O�v 21 � � 720 I R VWTEERS 8733 1 20 + 9n i R lanvc i rk�R r^��n SQn �� �nt cpeQC , �n � � i �o���rr� �o�..� ..,Q � - � •�� + � ... ,...� � ..v vv.�.��v .�r n�.� � wv �� 23 � 540 R DEV SPPRT B134 1 � 20 + 20 1 R BOYS LCKER C150 780 Z4 1Q7 SPARE 1 24 , + BUSSEO SPACE f08 �p�p�p�p CD�S JULY 21, 2003 25 360 R CRRDR 6140 1 2Q + ; 20 1 R BOYS LCKER C150 180 26 109 SPARE 1 20 + BUSSED SPACE � 110 � 27 180 R WRK RM B131 1 20 + 20 1 R STOR �AECH ELEC 540 � 28 111 SPARE 1 20 +� BUSSED SPACE 112 `" 29 180 R WRK RM B131 1 20 + 20 1 R OFF C141 � 540 30 f13 SPARE i 20 +' BUSSEA SPACE 114 N S1 1Q00 R WRK RM B131 1 20 + ; 20 1 R SND SYS C745 180 � 32 113 SPARE 1 20 + BUSSED SPACE 116 � 33 180 R WRK RM B131 1 20 + 20 1 R jSND SYS C145 180 34 117 � SPARE 1 20 + BUSSEO SPACE � �11a � 33 180 R WRK RM 8131 1 20 + 20 1 R SND SYS C145 180 36 119 SPARE 1 20 + BUSSED SPACE ( j 120 � 37 180 R WRK RM 8131 1 20 + 30 3 E BLEACHERS 1000 38 121 � SPARE 1 2d + BUSSED SPACE 122 � 39 540 R ASSTNT 6919 1 20 + 30 3 E -- 1000 40 123 SPARE 1 20 + � BUSSED SPACE 124 41 900 R INDPNT CLSSRM B126 1 20 + 30 3 E -- 1000 42 123 SPARE 9 20 +� ! BUSSED SPACE 126 3160 2700 � 4050 SUB TOTALS 3700 4060 3340 � 208Q 896 2184 SUB TOTALS 0 0 0 ClRCUIT TYPE L=LIGHTING, R=RECEP7ACLE, M=MOTOR, IM=LARGE5T MOTOR LiNE TOTALS 6860 6760 7400 CIRCUIT 7YPE I.=LIGHTING� R=RECEPTACLE, M=MOTOR, LM=LARGEST M070R LINE TOTALS 2080 896 2184 ��' � DESCRIPTION: E=EQUIPMENT� A=APPLIANCE, S=SUBFEED PANEI NEC AD�ER —1304 —1282 —1424 DESCRIPTION: E=EQU�PMENT, A=APPLIANCE, S=SUBFEED PANEL NEC ADDER 0 0 0 NOTES: FEED 7NRU LOAD 13940 12136 14280 NOTES: FEED THRU LOAD ���: 1. FEED THRU PANEL TOTAL VA PN 79496 i7614 20256 � / TOTAL VA/PH 2O80 � 896 2184 LINE AMPS 162 i47 969 LINE AMPS 17 7 18 TOTAL KVA LOAD 57.4 70TAL KVA LOAD 5.2 FEEDER AMPS 159.2 FEEOER AMPS 14.3 REUISfON$: _ VAIL MOUNTAIN SCHOOL Vail, Color�ado __ �Jectrical Diagmms July 21, �Q03 � ��� �R�1 ��� � Consulting Engineers, Inc. Vo� (970)949-6108 �ppyRIGHT 2003 Loka Tohoe. (530)550-7334 ProJect No 7511 01 D�ver: (303)278-3820 xww bece can L•\Cel+Jen Pro�cis\751100 Va�l lSo�an#am School\751101\SGCE Cedd\7511Q�E51i dwa du! 23, 20G3 = PANEL L2W1 208 Y/ � 20 VOLT 3PH 4 WiRE 225AMPERE MAIN CB : 225 AMPERE BUS PANEL L2Ei 208 Y/ 120 VOLT 3PH 4 WIRE 22�►A�PERE MAIN CB : 225 AMPERE BUS LOCATtON ELECTRICAL B221 MOUNTING SURFACE A.I.C. 1 �K LOCATION ELEC A222 MOUNTING SURFACE A.I.C. 10K � �W LOAD I CIRCUIT CIRCUIT $US CIRCUIT CtRCUIT LOAD � � �� LOAD I CIRCUIT CIRCUIT BUS CIRCUIT CIRCUIT LOAD l � �m �'E LOAD DESCRIPTlON BREAKER SREAKER nr�� LOAD pESCRIPTION �m �m I �E LOAD DESCRIPTION BREAKER BREAKER nrPE LOAD DESCRIPTION !�m �? L I N E A L I N E B L I N E C L/�/r� P O L E T R I P A 8 C T R I P P O L E �/R/n� LINE A�LINE B LINE C �� �� LINE A C.INE B LINE C� �/R/I� POLE TRIP A B C TRIP POLE� �/R/M � LINE A LINE 8 L1NE C �� U Z i.M/E/A/S LM/E/A/s C�Z U Z LM/E/A/S LM/E/A/S V Z K L I P P C O L[3 S S Y J$I�F.S D L1 B O I S 1 72Q R �CLSSRM B252 1 20 + 20 7 R SCIENCE 234 � 360 � 2 1 4000 E KILN � 2 50 + 20 1 � R FORN LANG A221 � 360 � 2 ARCMITECTS, rc. 3 54Q R CLSSRM B252 1 20 + 20 3 R SCIENCE 234 360 4 3 4000 E — 2 5� + 20 1 R �FORN LANG A221 360 � 4 5 900 R CISSRM 6255 1 20 + 20 3 R SCIENCE 234 360 6 b 500 R ART STDIO A202 � 1 20 + 20 1 � R FORN �ANG A221 540 8 nn.�,b.� Amoncan I.�snruts of Archit�cfa 7 90� R CLSSRM 6251 1 20 + 20 1 R SCIENCE 234 360 8 7 500 R ART STDIO A202 1 20 + 20 1 E FORN LANG A221/PS 5Q0 8 9 10�0 R CLSSRM B251�PROJ 1 20 -4- 20 1 R SCIENCE 234 360 10 9 � 500 R ART STD10 A202 1 20 -� 20 1 R �GLLRY A200 540 10 W�+ter Squarr, 1 S12 Lonmrr srrw+ 11 1200 R HALL 8240 1 20 + 20 1 R SCIENCE 234 360 1'1 �1 ( 500 R ART STD10 A202 1 20 -I- 20 1 R ART STDO A208 360 1'1 8ndso I.�wl,D�m•�r,Co�o�odo 80202 13 540 R DIV HD 6244 1 20 + 20 '! R SCIENCE 234 360 14 13 500 � R ART STD10 A202 1 20 + 20 1 R ART STDO A208 720 � 14 ph 308-899-1990 iox 303-893-2204 - __ 1S 90Q R CLSSRM 8250 1 20 + 20 1 R SCIENCE 234 36Q 16 15 360 R AR7 STD10 A202 1 20 + 20 1 R �ART STDO A208 � 360 16 17 50� E EWC —. 1 20 + 20 1 R SCIENCE 234 PROJ 360 !8 17 360 R AR7 STDiO A202 1 20 �+ 20 1 R STAIR 002 360 18 1� 360 R CLSSRM 8203 1 20 + 20 1 R PREP 234 18a 20 19 540 R ART S�fD10 A202 1 20 + 20 1 R DIV HD A211 540 20 �1 360 R CLSSRM 8203 1 20 +� 20 1 R PREP 234 180 72 �1 360 R ART OFF' A205 1 20 + 20 1 R �CONF A213. A214 720 ?3 23 360 R CLSSRM 8203 1 20 �+ 20 1 R PREP 234 180 24 23 1500 E PHOTO A206 9 20 + 20 1 R LRNG SPPRT A212 � 900 Z4 2'� 360 R CLSSRM B203 1 20 + 20 1 R PREP 234 U C FRlG 1�Q0 26 ZS 750Q E PHOTO A206 1 20 + 20 1 R LRNG SPPRT A272 540 26 27 360 R ,CLSSRM 8203 1 20 � + 2Q 1 R SCIENCE 231 360 28 27 � 1500 E PHOTO A206 1 20 +� 20 9 R AUD/PS 500 28 29 36Q R CLSSRM 6203 1 20 i + 20 1 R SCIENCE 231 360 30 2� 1500 E PHOTO A206 1 2a + 20 1 R AUD A130 180 30 ' 31 360 R CLSSRM 6203 1 20 + 20 1 R �SCIENCE 231 360 32 31 696 E EF-3 1 20 + 20 '1 R AUD A137 180 3Z 33 360 � R CLSSRM 6203 1 20 + 20 1 R 5CIENCE 231 360 34 33 � SPARE 1 20 + 20 1 R AUD A132 ) 180 34 3S 50� E CLSSRM B203/PROJ 1 20 �+ 20 1 R SCIENCE 237 360 36 3S SPARE 1 20 ' + 20 1 R AHU-5 MEZZ REC ; 720 36 37 720 R OFF 8213 1 20 +� � 20 1 R SCIENCE 231 360 38 37 SPARE 1 20 + 20 1 R AHU-4 MEZZ REC 720 3a 38 900 � R �CLSSF2M B235 1 20 + 20 1 a SCIENCE 231 360 40 39 3fi0 R �COMP ART A207 9 20 + ' 20 1 E KILN EXST FAN 500 ; 40 41 1000 R CLSSRM 8235/PROJ 1 20 + 20 1 R SCIENCE 231/PROJ 500 � 4,2 41 � 360 R COMP ART A207 9 20 + 20 1 SPARE 42 3960 4420 4820 SUB TOTALS 2980 2340 2480 7736 � 7080 4720 SUB TOTALS 3560 3960 3060 CIRCUIT TYPE L=LIGHTING, R=RECEPTACLE, M=MOTOR. LM=LARGEST MOTOR LINE TOTALS 6940 6760 7300 CIRCUIT TYPE L=UGHTING. R=RECEPTACLE; M=MOTOR, LM=LARGEST M070R LINE TOTALS 11296 10240 7780 COPYRIGHT 2002 DESCRIPTION: E=EQUIPMENT� A=APPLIANCE� S=SUBFEED PAf�IEL NEC ADDER —1735 —1690 —i575 DESCl�IPTiON: E=EQUIPMENT� A=APPLIANCE� S=SUBFEED PANEL NEC ADDER --611 —563 —635 Thia doeument i�on Instrum�nt o!servicr,t+nd N��$: FEED THRU LOAD 6106 8512 7386 NOTES: FEED THRU LOAD 5020 4593 56$3 os auch,nmoins!he propsrty of thr Arch�ted. 1. FEED THRU PANEL TOTAL VA/PN 11311 135$2 13111 1. FEED TI-IRU PANEL TOTAL VA/PH 15705 14269 I 12g2g P.rcnTp�on 4or uw of this docum4nt ts limifed LIIVE AMPS 131 119 1 Q7 ortd can bs�rxtendad only by wr(tten ogreament INE AMPS 4 113 109 w�th Kl+pp Colussy lonks DuBa��Archie�ces,a c. TOTAL KVA LOAD 38 0 TOTAL KVA LOAD 42.8 FEEOER AMPS 105.5 i FEEDER AMPS 118.8 PANEL L2W1 208 Y/ 120 VOLT 3PH 4 WIRE 225AMPERE MAIN LO : 225 AMPERE BUS PANEL L2E1 2�8 Y/ 124 VOLT 3PH 4 WIRE 225AMPERE MAIN LO : 225 AMPERE BUS LOCATION ELECTRICA� B221 MOUNTING SURFACE A.I.C. 10K LOCATION ELEC A222 MOUNTING SURFACE A.I.C. 10K � �ox LC1.4O nor��ir CIpCU1T ovic emcutT cine��T I LO�'.D �W �w LOf1D cirtc�ir 41R1.V1 f o�J C.iKVUI 1 tat<wi i LVHU j�� � �m T�'E LOAD DESCRlPTION BREAKER BREAKER TYPE � LOAD DESCRIPTION �m 'm �� LOAD DESCRiPTION BREAKER SREAKER rn�� LOAD DESCRIPTION � �m �� LINE A LtNE 8 LWE C I �/R/� P O L E T R I P A B C T R I P P O L E �/R/� I L I N E A L I N E B�L I N E C �� �� U N E A u N E B L I N E C� L/R/M !P O L E T R i P A B C 7 R 1 P P O L E �/R/n� fL I N E A L I N E B L I N E C � U Z �M/EIAIS LM/E/A/S � ; c�z c�z �IE�A�S 1 � �/�/A/S I ��z 43 720 R CLSSRM B230 1 20 + � 1 20 � L STR004 WALL SCON I 400 E 44 �43 720 R �AUD REC � 1 20 �+ 20 1 R jSC1ENCE $202 � 540 , � 44 �S 1000 R CLSSRM 6230/PROJ 1 20 �+ 1 20 L COMMONS-PEND 960 48 4S 250 R AUD CHR LTG 1 20 + 20 1 R SCIENCE 8203 360 46 47 720 R CLSSRM 8226 1 20 + 1 20 L COMMONS-P£ND i200 48 47 250 R AUD CHR LTG 1 20 + 20 1 R SCIENCE B204 � 360 � 48 � 49 540 R CNSLNG OFF B224 1 20 + � 1 20 L COMMONS-PEND 960 SQ 49 j 36Q � R� CNTRL RM A231 1 20 �+ 20 1 R SCIENCE B20S 360 30 � , �S1 � 72Q R CNSLNG CONF 8223 1 20 + 1 20 L �COMMONS-PEND � 960 52 31 360 R CNTRL RM A231 1 20 ( + 20 1 R SCIENCE 6206 360 ( '32 • S3 364 R �OFF 6222 1 20 + 1 20 L COMMONS-WS 1000 'S4 '.�3 180 R CNTRL RM A231 1 � 20 + 20 1 R SCIENCE 6207 360 S4 55 360 R CRRDR B220 i 20 + 1 20 L STR005 4�0 5g 55 � 180 R CNTRL RM A231 1 20 �i- 20 1 12 SCIENCE B2�8 360 56 � • 57 � 900 R CLSSRM C226 1 20 + 1 20 L C221-2.WALL SC 9i0 58 'S7 { 180 � R CNTRL RM A231 i 20 + 20 1 R SCIENCE B209 � 360 $B ""* � 5� 360 R CRRDR C220 3 20 + � � � + 1 20 L C222 PENDANTS 960 60 38 7$0 R (CN7RL RM A231 1 20 + 20 1 E SCI { ENCE B202/PROJ 5Q0 i 60 61 540 R �0�'F G227 1 20 + 1 20 SPARE , 62 67 180 ' � R WRK RM A241 1 20 + 20 1 R OFF 821'!/272 54Q 62 63 ( 1000 A KTCHN C223/Fl�IG 1 20 i+ 1 20 SPARE ( 64 63 180 R WRK RM A241 j 1 20 + 20 1 R PREP B201 180 i � 64 6S 180 A KTCHN C223 1 20 �+ 1 20 L 6254, B214 � 360 66 $5 � 10�0 R WRK RM A241 1 20 ! + 20 1 R PREP 6201/DSHWSHR ' 100� ( 68 67 180 A KTCHN C223 1 20 �-+� 1 20 SPARE � f 68 87 90Q I R �CL5SRM A2S0 1 20 + 20 1 R PREP 6201 180 � i 68 � 89 � � 180 A KTCHN C223 1 � 20 �- 1 20 SPARE � 70 89 � 900 R CLSSRM A251 i 1 I 20 + 20 1 R PREP 6201 ; , 180 � ; 70 79 1000 A �KTCHN C223DSHWSHR 1 20 + 1 20 SPARE I � 72 71 1000 R CLSSRM A251 PROJ 1 � 20 + 20 1 R PREP 6201/ICEMKR i 3 1000 � 72 � 73 � 900 R �CNFRNC RM C222 1 20 j+ 1 20 SPARE 74 73 � 1260 , R ICLSSRM Az52 j 1 � 20 + ; 20 i 1 R PREP 6201 � 180 , , + 74 7S � 1000 R ICNFRNC RM C222/PR J 1 20 + 1 20 SPARE ' � 78 7$ � 720 R iCL5SRM A255 1 20 + 20 1 E EF-13 � 696 � 76 77 720 R AHU-6 MEZZ REC 1 20 + 1 20 - SPARE 78 77 f 1000 R CLSSRM A255 PROJ � 9 2Q + 20 1 SPARE � � 78 7� 720 � R AHU-t MEZZ REC 1 20 + 1 20 SPARE � BO 79 � 720 � , R HALL A240 1 , 20 + 20 7 SPARE 80 81 528 E EF-14 1 20 + 1 20 SPARE 82 89 1�00 � R HALL A240 EWC 9 2Q � -h 20 t 9 SPARE � � 82 83 SPARE 7 20 + 1 20 SPARE 84 $3 360 R DIV HD A244 9 20 + 20 i � 5PARE � 84 396p 532$ 3340 SUB TOTALS 1760 2830 3520 4320 3590 3970 SUB TOTALS 2160 2136 3220 �"� CIRCUI7 TYPE L=LIGHTING, R=RECEPTACLE, M=MOTOR. LM=LARGESi' MOTOR LINE TOTALS 5720 8358 6860 CIRCUIT TYPE L=LI6HTING, R=RECEPTACLE, M=MOTOR, LM=LARGEST MOTOR LINE TOTALS 6480 5726 7190 DESCRIPTIOtV: E=EQUIPMENT, A=APPLIANCE, S=SUBFEED PANEL NEC ADDER 3ss 354 � 526 DESCRIPTION: E=EQUIPMENT, A=APPLIANCE, S=SUBFEED PANEL NEC ADDER —1460 —1133 —15Q� NOTES: FEED THRU LOAD NOTES: FEED THRU LOAD TO7AL VA/PH � 6106 8512 7386 � TOTAL VA/PH 5020 4593 � 5683 � LINE AMPS 51 7i 62 i LINE AMPS � 42 38 ; 47 ; TOTAL KVA LOAD 22.0 TOTAL KVA LOAD 15.3 -�L. � ��r r FEEDER AMPS fi1.1 FEEDER AMPS � 42.5 _�f,,�� �•'�f f � ��?� � � �. ,�: � .,� � � �t n�` PANEL L2E1 208 Y/ 120 YOLT 3PH 4 WtRE 225AMPERE MAIN LO : 225 AMPERE BUS �, ,;R,,,: ,�,, . �' . LOCATION ELEC A222 MOUNTING SURFACE A.I.C. 10K '�I• � �, �W LOAD CIRCUIT CIRCUIT BUS CIRCUIT CIRCUIT ' LOAD � � ��� � �"�y��� �m �� LOAO DESCRIPTION BREAKER f BREAKER nrPE LOAD DESCRiPTION � � m � � LINE A LINE e LINE C �/H/�„� POLE TRIP A B C TRIP POLE �/R/M LINE A LINE B LINE C U� / U Z LM/E/A/S LM/E/A/S � � � V Z �S 360 R SCiENCE B200 1 20 + 20 9 BUSSED SPACE � j 8S � �7 360 R SCIENCE B200 1 20 -1- 20 1 BUSSED SPACE � 88 89 360 R SCIENCE B200 1 20 + 24 � 1 BUSSED SPACE f 80 91 360 ' R �SCIENCE B200 '1 24 + � 20 1 BUSSED SPACE 92 93 36Q � R SCIENCE 6200 'I 2Q +) 20 1 BUSSED SPACE � 94 95 360 R SCIENCE B200 1 20 + 2Q 1 BUSSED SPACE � i 86 . Q7 500 i R SCIENCE B200/PROJ 1 20 +� 20 1 BUSSED SPACE � � � I 98 �� I 180 R SCIENCE B200 1 20 + 20 '1 BUSSED SPACE � I I ��� ARCliITECT'S PROJECT NUMBE(� 103 400 , L STR 03-WALL SCON 1 20 + + 20 9 BUSSED SPACE � 104 ZOO� .OZ� 105 360 L A254,A223 1 20 + � 20 1 � BUSSED SPACE 9d6 107I 750 L A210. TRACK 1 20 + 20 1 BUSSED SPACE 108 � 109 900 � L A210, Tf2ACK 1 20 + 20 1 BUSSED SPACE ��p CiNVSOUDATED CD'S JULY 21 2003 111 � 400 L STR002-WALL SCON 1 j 20 � + 20 1 f BUSSED SPACE I � �112 � 113 750 � L A200, TRACK 1 20 -!- 20 1 BUSSED SPACE 114 N 115 900 L A20Q, TRACK 1 20 + 20 1 BUSSED SPACE 116 � 117 750 � A200, TRACK 1 20 + 20 i BUSSED SPACE � � 118 -� 119 900 L A200, TRACK , 1 20 i + 20 1 BUSSED SPACE 120 s 121 850 L A200. A205 1 20 (+ 20 1 BUSSED SPACE 122 d 123 300 L A220 � 1 20 I + 20 1 BUSSED SPACE � 124 � 125 5PARE 1 20 + 20 1 BUSSED SPACE 126 4270 27i0 3120 SUB TOTALS 0 0 0 CtRCUIT TYPE L=IIGHTiNG. R=REC�PTACLE, M=MO70R, LM=LARGEST MOTOR LINE TOTALS 4270 2710 3120 DRAWN: EpH DESCRIPTION: E=EQUIPMENT, A=APPLIANCE, S=SUBFEED PANEL NEC ADDER 763 453 s00 � N OTES: FEED THRU LOAD TOTAL VA/PH 5Q33 3163 3720 R��' XX LINE AMPS 42 26 31 TOTAL KVA LOAD 11.9 FEEDER AMPS 33.i RENSIONS: VAIL MOUNTAIN SCHOOL Vail, Colorado � a�t�iCO� aa9roms July 21, �003 B EAUDIN �e�.�� G�E / Consult,uig Engineers, Inc. Vaq 970)949-6108 �ppy�p{T Y003 loke uhoa {530)550-733� prp]�t No 751101 • Oenver: (J03}278-3H2O vnrvr bgee ean L�Gol�2n Prejects�7511 G� i�od ti�ountam School\�51101�QGCE Cadd\751 i01E512 d�g Jul 13, 2Q03 � I�� � KLIPP COLUSSY JEN�S DUBOIS ARCHITECTS, PC Member Americon InaMute of Archirech Wr�ter Square, 15 i 2 Lorimer Straet _ �Qt.�I�i"i�1�lT SG��DE�I�� Bridge Level,Denver,Colomdo80202 ph 303-893-1990 icx 303-893-2204 - - --- --- NO QTY D�SGRIfi�TIDN R�1"(Ai�KS ._._..r._ . ...._ _ . — — • ._.. . .._._ � . __ .._.�. . _._ _.._. . _� . �'\ KiTG�IEN / S�RVING AfzEA 26 ,� \ � l SOILED DISN tA3LE ClJSTO�'i �ABRIGATION ; \ 2 1 DISPOSER � • � � 3 2 UNDERGOUNTEfi2 DISN MAGNINE � � � i I � 4 ! W�L SNELF W/ 11TENSIL RACK GUSTOM �ABRIGATION � � � .� 5 I POT WASN SINK Gl1STOM�ABRlGATION � � 6 I i'R�-RINSE . , � � � �r_ i 12 ` . . . . ` � t ' ` � � ' i I NAND SINK W/SOAP 8 TOWEL D1SPE1�[SFR ..q ., ..13.. l� 15 �.— -— - —--�- � 2l 31 � ��. � . s - spA� t�tar�t� ro� �� ' DRY 41 23 25 24 22 41 � . L 9 l REAGN-1N �REEZER __ ...__� � S���G � GOOKI NG � �-- b - St'Afi2E Nt,U"IBER � 0 �� 2 LOGKERS B7 OLJNER ISET OF 4 - 12" W X 30" N STAGKEOI C O P Y R 1 O H T 2 D 0 3 �f �' �� � �� r-uru� �2 7 DR7 STORAGE SFlELVING This docvment�s an�nstrument of serviea,and �f '� L � � ��i�"'�'�� �1�7E�T� as sveh,rema�ns fhe property oi tha Archirect ���', � �¢ _ �jAi�� wli tr..t�tt� Permlasion tor uae of thia documa�t is Nmlted I�L l�lJi U7L1� and can be 4xtended only by wri»en ogroemeni � � � I WORK GOUNTER GllSTOM �ABRIGA7�D MILLYJORK with Kiipp�luaoy Jenke DuSo�a Architects, P c _ � � � ASS�LY 3.� - — —- `, � - St'ARE NUf'��t2 � I I � �� � 53 �3 �4 44 42 ``1 " ��� n I DROt'-IN DOUBLE BOWL S1NK �8 - SPARE NUMBEi2 12 f= � 3 �� � - sPa�E HUr�� 49 � � �I � .,\ 46 — — — — — — ,, N (� 20 - SPAi2E NtiMB�i2 L_ � 2 C 4 0 0 0 , <` a I; �� - sPARE Nur1BFR r _� �_J — �-;\� �� I i I --- �7 ; ^ {., u i ri�ec r�v-izorivri ���i a-� rvt< i i tr-� �14, �ro / �� `` �- —• ., u ,% :�\ � ��� 2s 1 RANG�W/GRIDDI...� � 2 GONV.OVEhlS � � ii �� � 24 1 �CNAIIST NOOD + '� �r �� S�RVING s# � • 25 I WaI.L �LASNiNG GUSTOI"f �ABRIGATION � Q L.____�, 2b 2 WALL !'ADS l INSI,ILATl01� GUSTOM �ABRIGATION �� �� i 2-� i WORK GOUNTEi2 GUSTOM FABRIGATED MILLWORK ` i� ___ 28 - SPARE NLN�iBL�2 � • \`•�___���� 2q - Si'ARE Nl.tf'�E� DINING so - SPARE Nur'�� • � 3i 1 DROP-11�! SINK • f � 32 - SF'ARE NUi"��i2 � � . 33 - SPARE NUI`��R � �/ j�� 34 I GONV�GTION OVEN -'� � !�I �G1—T��IS������ _ 35 i CONVEGTION OVEN �U1Ui2E SG,4L�: i/4" = I'-O" 36 1 EXNAUST NOOD . � .—...— . —_ �—. • � —.. . —"'— _— . --' . �— —_ . -- ---- • — 31 i NAND S1NK W/SOAP � TOWEL DlSt'ENSFR ss I NEQTED GASINET � � - SPA�E Nl,i�� 40 - SPA�2E NLif'��R � dt 2 �P COtJNT�R GUSTOt"i FABl2fGAT�D MILLWORK 42 1 SERVING COl1NTER GIJSTOM ��4BREGATED MILLWORK �3 I R�f�1GERATEp COLD f'AN � i NOT FOOD WELL LII�IT � - SPARE NtJMBER � ! BEVFRAGF GO�i�lTFf2 CUSTOM FABRIGATFD t'(iLLWORK -�/ 4-� I COUNT� GUSTOM �ABRIGATED MILLI�IORK 4a 1 10E M�IGNlN� LJ/ IGE BIN 4q I WAT�f2 FlLTi2ATION SYSTEM 50 - SPAfi�� Nl1MB�R 5i I Jt11GE DISPENSER B7 V�I�DOR �2 I M11� DISPENS� B7 VENDOR �����, . ,����� 53 I SNC-FZE GUAi2D � 5a I SNEEZ�E GUARD �� � , �5 - SPAi2� NUP'�ER � � � � � �� a� � ���� _ ��� i��aa�n�i� 2001 .028 � ��� �zf�� , - o�� � a�ac� � t�o�s: � VAIL MOUNTAIN SCHflOL Vail, �Colorodo -1 July 21, 2003 � ��.1 � �����'���T ��� �P�5402\DRAP��NGS\ht 1 dv�g Jal 24, 2003 � ICLIPP COLUSSY JENKS DVB415 GJG.T��URNISNMIDINSTALL ��1�lTlLA'T"101�! SG#-��DUL� ARCHITEC75, PC. ��'�J TD u��� Member Americon Inshtuts of Arch�txt: r..e�c.ro�ovi� $ui�it�stRUCTU�Asov� a��a.s�s��i� KPL.TO PROVlDE 22GA �ovi�r�- rv�u�r�+ausr�. NO QTY D�SGfi�I�'TION �X�AUST sut��1' GO'r'�'1ENTS - �hl GOVE BASE t0 5�����NG ON 51D�OF Cq-p��g� �p,pRp�p���-q�qnON DIIGT SIZE GR1 SP. DIIGT SIZE G�f'f S.P. wrira�sq�a�, 7 57 2 larimer Street ����. ���� ���i�. �t���. IGITGNEN / S�2VING AREA Br�dge Level,Denver,Colomdo 80202 _�_ . __ _..._ . __ , . � . � . — . --. • --. � SOILED DISI-f TABL� 2 D�.��•,J,�� ph 303-893-i990 fax 303-893-2204 � -- s UND�RGOl1NTER DISN MAGNIN� � ,/�� I �%i � -- � WALL SNEL� W/ UT�ENSIL t2,4CK V j/ �,,�j / /// r..E�c.T oviaF � POT WASN SiNK , // r- i// � ase TO 6 P�-fi21NSE '� �� j j( � /j j; � �j� �n'� 1 NAND SINK ///� /�j ///// /�//j r/// . 8 S P A R� N U I�E R 20-8 ��.�%��/G��LI i1�����lL/.�,1%J ��/�� 9 R�ACN-IN i=REEZEf2 � ° r,, to Si'A#2� NUMBEi2 � r.�c.zo�ov��s�s n LOGKERS KE.G.TO i'ROVIOE SJ5 GORNER GUARDS Fl20M 24 6 � PROVIDE NON- GORHER C�1A1ZD5 fROM FIN.FLOOR TO 48"AF.F. �/� �Sr�� �2 Di27 STORAGE SN�LYING ��H.�LOOR ro aeN a.�.�. ��j� �p�� waL�r�a�a�. a REAGN-!N R�FRIGFRATOR �/�j w� SPARE N1,11"��2 � /�� � WORK C011NTER I'-8° G�G.TO R1I2hlISN ANp INSTALL A �/j/ 'I'-8p /� � c.�I�QRE Nuf"���2 C O P Y R 1 G tl T 2 0 0 3 , �N.��$u� 22 GA.S/5 CEILING (� �� � Th�s doc�meM is an�nstrument of serv�c.�,end . G:ri.TO VB21FY WITN �� as sveh,remoins the property of the Arch;teet , �'---`-� • I SKNG. ��.AT WNIGN NPIGNT �'�-5��'A`��u� ��1/$BKG. /�/ , � n DROP-IN DOUBLE BOY1L SINK I I . � ro�ac�waLL sacKir� �-ca�usnstF zor�. /� � ��-1� ��� Parmiseion for use of th�s doc�mani ta Ilmited L —_! ( and can be extendad only by wnttan agreament with Kllpp Colussy Janks OuBois Archltects, P.C. � SPARE NUMB�i2 5�-0p r _� _ � i -- — --- , e u 2o SPAi2E Nt.l��t2 I I � . ( —•—••—••—•— — — � G.G.TO VERIF7 WITI-I KPG.AT WNIG�i NEIGi�T L_ J r- � � a o , o u 21 SPAi2E NIJN�Ei2 I n ---------.J � -- —•— •--- u TOPI.AGEWALLBAGKING r` � 22 �IizE PR07EGTION S75T�1 �— � � II � "1 n K.�:c.to�2ovi�sis � 2s RAhfG�W/GR{DDLE � 2 GONY.OVENS _ ;`,; r--- j u �p�gR�p,��pn � 24 EXNAl1ST NOOD l0" X lg" 23�0 O.18 VENT TD DUG1'COLLAR !_ � FlN.PLOOR TO 48"AFF. • 25 WALL �LASNING '' KF�c.ro�ov�o�s�s 2b WALL PADS (INSUL.ATfOi�U � � � 4'-�" �uGO�R_.Y,G�UARRDgFRD�tt � rr WnR� �n�WTFt� �G �� WALL BKNG. S�E DEfAIL !%Kl� A � �,A� ��� � zq SPAi2� NUf�Ei2 i � ��Ar��N��t�r 3o Si'AR� NUMBFR To�w�t Ba�� st DROP-IN SINK 32 SPARE NUI�lS�i2 � 33 SPAi2� N�ER 1�I�G��1 �tIS��V� 1 �iG � GONVEGTION 01/Ei� � 35 CON1/FGTION OVEN + SGALE: I/4" - ��_��� � DcN,�usr NooD io° x �� �� o�q v�r ro atcr cou.ar� � • . � �— . — . _ _ . .,._ � . ___._ ._.� . _ � . � � . _. 3T �IAND 51NK + 38 N�aTEU GABINET ..,y - 39 SPARE NUf'iBER 4o SPAi2� NLll�ER 41 Pi2EP G0111�lTER 42 SERVING GOUNT�R � 43 t2E�RlG�RAT�D GOLD �'AN 4a NOT �OOD 1�l�LL UNiT � 45 SPA� N��R 46 BEVEi2AGE GOIJNTER �, cour�r� 48 iG� MAGNINE W/ IGE BiN 12•uii,4. tao GEILING GRiLL� � WATER FILTRATION SYST�M , so �'AtzE i�.tf1BER � 5t JUIGE DISPENSER 52 MIL� DISP�NSEi2 53 SN�Z� GUARD � 54 SN�ZE GUA�2D 5� S�'AR� NLIf�FR _ �'�c���� s ����i � b� . � � - - -- � - � G �Q t � � �r� ?��.� * ��`��`' KITG4��1�1 BUILDING GONDITi0i�t5/VENTILATION NOT�S � if applicable - �� or�teR���+�e��°��i�r c�,m��i�-r�,actorz,°u�s o��T A�5 PRO�f!R!(�k � nnn� nnc� ! 2. WALLS,�LOORS,ANO GEILINGS IN iCITGNB�t,PREP,SERVIG�,WASNING,AND�Ai2 L V V 3 .VGO I �.eS OR ANY OTNER LOGATIOhI Y�N�F2E FOOD OR SE�/H2AGES AR�PRf3'Ai2�D,SNALL Si"fQ0�EAS1G�iT�ORED 'h10N-ABSOR6ANT,AND D41t2A81.�.WALl..S AND GEILiNGS �� 3. PAr7TITION WALLS B�TW�N KITGN�N Ai2EAS AND i�L1G AREAS SNOULD S� �� � '��21' � CoNSTf2UGT�T�POiZ t1AXIT1UM SOiJND CONTROL. 4. FLOOR LOADlPlG CAPACI77 SI-IALL 6E A I'11NIMUM OP IOD L�S.PER SC2l1ARE POOT OR AS REQUIi2ED POR EQUIPI"�NT, 5 FfNAL DI.tGT GONNEGTiONS TO�tJIPi`�NT SNALL B�BY f°�GHAWGAL GONTRAGTOf2. 6 MIP11Ml1M VENTILAtIDN R�QUIR�Nt� A jCITGi-{Ehl,S�VIGE,PREP,AND WASFlING AREAS-45 TO 6A AIR CNAt�tG-L"S �,�r�r Hour. B. STOR�ROOI'f5-2-3 AIR GNANG�EVERY NOISR. G. OFFIGES-4 Ali2 GNANGES EVERY HOUe2(REC0141EHD Ali2 GOt1DITIONING). �� � D. i�FRiGERAT(Oh[CONDENSING!lNITS-TH CR't}�i-I.P.SIJPPL7 AND E?CNAUS7. � OTNER AREAB-AS REQl11�ED BY CODES OR AS NOTS�. � �, � VEi21�`C V�NfIL,ATION�C,v.fIREl"�TtTS SNOWN,4t2� IT�t C�I'1t'LIANG�WIT+I LOG,4L GoDES. � �. GENL�2AL CONTRACTOR,OR EGIUIVAL�NT,SNALL� j�,��$; V�RIF1' 4' 4q�a A PiZOVtD� IN-l�lALL REIFIFORCiNG OR$ACKING AS REQUlR�D FOR WALL-T1011NTED KITCNEN�C,�UIPMENT;COORDINATE WITN K�.C. I B. SLOPE FLOORS TO�LDOR SINKS,FLOOi�DRAINS,OR�LOOR't'i2oUGNS C PR�OVIDE DOOE2/WALL OPENIt1G9 FOR PASBAGE OF ALL KITCNEPI EQUI�I"�NT A�2EAS. D. PRDVIDE WALK-IN REFRiGERATOR/Fl2�R pEPRES810N8,SMOOTN AND TRANSIT-LE�/�L,WNEi2�DEi'i2ESSIONB Ai2E i?EQUIi?ED.D�PTH AS PIOT�D. 4 4 E. FiLL E)cGESS��ION AROIlND WAUG-ItJ�I�TOR/Ff2EEZ�R WITN GROUT FINiSN FLOOt�P'tAT�RIAL,APlD GOV�D BASE;AF'fEF2 f2EFRiG�RATCN2/FREEZER AR� 1T�lSTALL�D BT K�.G. �. i'i20ViDF MA501�1i?Y PADS!^fITN TROWEL-51'IOOTH AND LEV�L FINISH. VAIL MOUNTAIN SCHOOL � G. t'ROVIDE FIRE RATED T1AT�RIALS AND/OR IFISULAtiON AS i2�G2lJ1�ED�OR EXNAt15T Vaii �Colorado DUGTS,�l�NT STAGIGS,NEAT 1'RODUGItdf�EGrilIR1ENT,ROOF/WALL P�NETR,4TIONS,ETG, � , r''�R LOGAI..GODES. N. �ROVIDE GOVED-BASE T10ULDING OR GOVED INT�G�/AL�LOOR h'iATERIALS AS i2EQUIC2�D At ALL V�RtICAL SU42FACES OP KITGN�N FLOORS. . A D�TAILS BUILDING GONDITIONS / V�N�'ILATION SYMBOLS � if applicable �LOOR DEPRES310N OR OF'ENING ._ 50LID HA90NRY PAD OR L�1/ELING GROUT �IJIy Z�� LWJ EpGES--► f— $jC'��-�$ --+� NON-GOC'�IJS?ISLE WALI_HATtR{ALS fF'S2 LOCAL COD�-31 •— 14 GA.S5 —► CpNCi2�pqp PINISF�ED WALL OPENING WALL CAP GORNH2 GUAi�D �ovu��sPOr coour,� ���� . � � � EXNALlS?DUG7/GRIIL� GORN� G1.lAt2D AND GAP I � 5t1PPLY DUCT/GRlLLE ��i�� V�fiiiR�� NO SGALE � �xuuausr ouc:ic�xiu� ���� � � � ��5402�DRAlY1�4GS�Ki 2 dng Jul ?4, 2003 a . , � KLIPP COI.USSY �ENKS DU$OTS �='L1.�1"�11�1G SG��DUL� ARCHITECTS. PC NO Ql�l' D�SGizi�TION �''� �� G'� ����. s�� ►�0m��.AmeNconlnt►dutsofArchlfects (aG7. 812� CW 1-IW GP�1 11^!. D.W. NGT. NC`T. S12E BTIl'3 NGT SItPPL7 RE1i7Rt�1 Writer Squara, 7 512 �anmar Street KITGNEN / SERVING Ai�A Sr�dge Lavel,De�ver,Golorodo 80202 '— . — —"—" . — —"' . — � "� . —`—' —"'—` . ""—'— . — . � SOILED DISN TABLE I� 3! 2 DI��t� ��� I�' 3„ lOM ph 303-893-7990 fox 303-893-2204 VJ1J� _ 3 UNDERCOl1NTER DISN 1�1AGNINE 12" 3/4" 3/4° !2 I" � � I I I �0 4 WALL SI-IEL� W!UT�TtSiL i2AG� j °0 ty I �, � cv 5 POT WASN SINK 12" 3/4" 3/4" 3/4" 90 2" m 2"�S. � � 2•�„�,, — 1 6 #'i2�-RINS� 12° 3/4" 3/4" I/2" 10 ��D� 7 NAND SiNK 12 I/2 I/2 1I2 5 I-I/2 24 ��-3" �'-�O° .2'-3° � 4'� �„ .— •—•— •—-—-—�—OJ � 2'-3" �'-�D" ' � _ ■ • • a r � . 8 SPA� NUI"��R � q REAGN-IN �EZER 1l 23 31 I 3� i 4'-!0" � to SPAi� NtJMBER � T � p � n LOGKERS � rz DR7 STORAGE SNELV WG � t3 i2�AGN-iN RE�RiGER,4TOR 3'-8" � 2'-4" I i� 3� � SPARE NUl'�Ei2 4 x� �D• T� �D• ` J� - - � �O� GDUN�� C O P Y R!G h1 T 2 0 0 3 u � � 4u 3 8 _ 6'-5° I'-6 4'-II" � 4'-10" b � �� N�� -' � c� r� I ; � � n OROP-IN DOUBLE BOWL 51NK 12" Ir1° v2° ir2" 50 �-1�2� Th�s docum�nt„a�instrument of aervice,a�a 3 I ` I ry _� 43 2��$• � cs s�ch, remoFns!he property of the Archfteti � 5PAt2E N111��2 Permission for use of thu documant ts limited � u _ p�d[.on ba extsnded only by wntten ograement �J' -0 I C� �� � � �{ ��E ���� wtth Klipp Golussy Jenks DuBois Archttects,P C 2"�s. �' —� �n � ao 5 —•—-—-—- � � 2o Si'ARE Ntac'�Ei2 3 ` 1 � 4'� .2 � ;� o 0 0 o Q 2i SPARE NL1t"�ER 48 � �—.J \ n ci� — — ..._.._ ._.., l—-— -— —-—-— 0 22 �IRE Pf20T�GTION 575TEt'f - -�`�--` - � a 23 RANC�W/GI2IDDLE � 2 GONV. OVENS 24" 3/4° 222�00 N O ;1 p g �, , �•—- - o � � � z¢ �XNAUST NO�D ° � • � WAl.L �LASNING 26 Wr4l.L PADS IINSl1LATIOW � �8" II" 6'-4" Z� WORK GDUI�l� � ��-q„ 2 2 z� SPARE t�[ur�� � � WATER FiLr��or oN� so SP�iRE NUI�ER - 4q s�s�rs-�to�c�rrar,�R 31 DROF'-IN S1NK i2" 1/2" 1/2" 1/2° 5o I-I/2• 32 SPARE NUI"�ER . � SPA� NUP'fBE� �� � ^���/����� � ^ sa GONVEGTION OVEN 60"3/4" 60A00 � ' � �y �-� 35 CONVEGTI01�1 OVEN 60"3/4° 60poo PIJTUR� 1Jt11T • SC!-1L�: l/4�� - ��_��� 36 DCNAUST NO�D � � . � .� . � ._.__ . � .�..._ . .-.�...� — • — — • — — . �. .�_ . 3! NAND SINK 12" 1/2` V2" V2" 5 I-U2"24' � 3s NEATED G,4BiNET � � � SPARE NLlMB�R 4o SPARE NU1�1B� 4� PREP GOUNTER 42 SERVING COUNTER sT� i/2" V4" � 43 �IG�RAT�D COLD PAN I" � NOT �OOD WEl1 UNIT I" � 45 SPARE NUC'�ER 46 B�V�i2AGE GOtJNTER �, cour�� 4a IG� MAGNINE W/ IGE BIN � 3�8" ��2° �q WATEf� �ILTRATION 575TEM �2° I/2" 3�8" �0 5t'ARE i�lUf1BFR � 5� JUIGE OlS�NSER 52 MILK DISPENSER � SN�EZE GlJAi2D 54 Sl�(�ZE GUAi2D ' 55 �'Afi2E NI.IMBER _ _ �QpL • �t�,��U , �� �IJTI.IRE EQUI�'f1�NT AI�Y PLUI'1B1NG fi�OUG�I INS TO S� G,4#'#'ED fOi� �UTUi2� US�. �L � . e �� ; , � � �� �� � ���� � ��a�tr� � � AAa9iE�t'S P[i0u8.T� ?��� _�?g � OOM901DAiED CdS JULY 29,�03 DRAwtk � � � � VAIL MOUNTAIN SCHOOL Vail, �Colorado Jufy 21, 2003 ��a� ��� �� � �� •P`54Q2\DRAVJI�v�S\K}3 dng Ju� 24, 2003 � � f � � � � � { � ; i ; K�.irr CoLVSS� JENKS DvBo�s { �L�GTi�IG�L SG��DUL� ARCHITECTS, PC GONNEGTiON LOAD EG.TO PR4VIDE Member Amer�con InstAu��oiArchMecla !�0 QTl" D�SGfi`I�'TION NGT GOMM�1�lTS �O� V�T� �A�J'� �p• '�"�X Wr+tar Square, 1572 Lorimer Stroet KITCI-I�N / SERVING AREA s��a9ti�,�i,oam,.r,c,io�ao so2oz � . '— "" . — �"'""' . — . —'—' "`� . "'—'— — . — "" . . � SOILED DiSN TABLE Z ����R �8�� 3.2A 2�$V 3PN � Ph 303-893-1490 iax 303-893.2204 s UNDFRGOUI�lTEi2 DISN MAGNI1�lE 18" 30AA 208V 1PN o O � -- � � 4 WALL SNEL� W/ UTENSIL RAG� � � � 5 POT WASN SINK I � � �`, I _ b PRE-izINSE � d �. 1 NAND SINK 2'-4" 4'-3" 4'-2u 5'-O" 2'-10" 2'-3" 2'-10" �I�„I'2° 4'-6° I f'-'1" � • S SPAiZ� NLIMB�R , 34. q i2EAGN-IN �EZER 84" 14 qA 120Y IPN • q !3 15 15 23 23 24 22 2T QZ b �'a� �� s � � m o �..ac� rz DRY ST�RAGE SNELVING � ^ � � ( 3r� a REAGN-1N REFRlG�RATOR 84" t0.4A 120V If'N • iJ: N I� SPAR� NUMB� � _ _ � � WORK GOUNTEiz 48° 20.UA 120V IPN CONwNIENG� o117t� • �� . � �Q t� 5PAt2� Nt,1�� CO PY R I G HT 2003 2�-��a 2�"'�n �2�-4u `� • � D��-�� �UBL� B�� s�� 7h�s document is an in�tnrmant ofi sen�ce,and � � � ns sveh,remains fhe proparfy of the Archjtect. 3 1Jj � . � �A� ���� Parmission for uss of th�s documant is limited ` I and can be extended only by writtan ogreament '� L._J I � SPAi2E Nl.�"BER wlth Klipp Colussy lenks DuBv�a Architecfs, P.0 48 N --j u � n 2o SF'Ai2� NUf1B� 5'-I° __._ _.__. _. ._.... _ — ' - 3 ��; � � 52 � a . a 2� SPAR� NIJI�ER �- —-j M o � —-_.-—-— •—-J � -� —-—. � �-] 0 22 FIRE PR07�GtION 5Y5T�T'i 120" 24.OA 120V iPN � �(,� �- _ � � �) m 8 23 RANGE YJ/G121DDLE d 2 GONV.OVENS IS" 6.SA 120V IPN • • i � � r a , �. c•i a 24 �XNAUS7' NOOD �Asov� IO.OA 120V IPN LIGNTS • = `�3 25 WALL �LASNING . 26 L�ALL PADS IINSULAtIONJ 0 5'-8° 27 WOi� GOl1NTER 48" 20.OA 120V !f'N CONVEKIENGE Ol1TLE1' • � 2 28 SPARE NUf�ER 2q SPaRE NUI'�BER � ' 30 �'Ai2E NUMB�� 3� DROP-!N SINK 32 SPARE NUf'iB�i2 . 33 SPAR� NLif"IBER 1���G��F �tIS��� Y I�G � 3� GONVEGTION O N 48" 9.�FA 120V IPN • • , � SGAL�: (/4" = ('-D�� � EXNAUST NOOD r�aaovE IO.OA 120V IPN Lic,+aTS • � . .._..�.. � . �._.._ � . � . _ _..__ . _ . � — . _ _ . � � NAND SINK • 3s NEATED GABINET 48" IO.IA !20/208V I�N • 1 � � SPARE Ntfi'iBER 4o SPARE NUI"�ER 4i Pi�'EP GOLJNTER STt�uP 20.OA 120/208V iPN GONVENIENGE OUTL�1' e o �2 �Ei2VING GDUNTFR sr�uP 40.OA 120/208V (PN o � 43 R�RIGERAT�D COLD PAN �ort#42 4.OA 120V Ii�N � NOT �OOD WELL UNIT ��42 26.IA 208V Ii�N � �5 SPAR� NUMB�i2 46 BF1/ERAGE GOUNTEi2 4-t GOLINTER 48" 20.OA 120V !PN CONVENIEtJGE OIITLET • 4s IG� MAGNINE W/ IGE BIN 24" 11.4A 120Y I�N a aa WAT82 FILTRATION S7STEM 5o SF'AR� NUMB�R � �{� 5i JUIGE DISi'�NSER 48" 20.OA 120V IPN • � 52 I'11LK DISP�TtS�R 48° 20.OA 120V IPN • s3 SN�ZE GtJA�D �a SNEEZE Gi1ARD 5� SPAi� NUl"1B�R � Q(�!, � �t.�r,��, � �UTURE �QUIPf1EN1" - ANl' ELEGTRIG�L i20UGN-I�tS TO BE CAPPED FOIZ FUTURE USE. ��,�`.�' ��� � G.c. �o VERl�Y UTILITIES �oR ALL �QUi�MENT PROViD�D BY V�NDOR AND oW�tEi�. �. ',� — `- ---- -- - ------' - -' - - - - - — � p � �� �� , � � �' �i�.� � �K�,�t� �L�GT�I GAL SYi�iB�Ls ( � 1� APPL I GA�3L�l 971'830L DESGt21Pi'IdN �!TG!-��N �L�GTfi`I G�L 1�IOT�S ( � I� APPL f G,��3L�I � G�N'O�IR'��TtT� I I. �LECTi21GAL SYS'i'�f IS D�SIGNED �OR 208/480 VOLTS,3 �'uA�,4 WIRE,60 N�RTZ. ��� �i��BY�:c I��r�� " 2. ALL OUTL�TS A�lD GONN�GTIONS SNOWN RELA7E TO �OODS�RVIGE AND EQUIPMENT � ��c coFtvEru�tr„e our� ��'���� ONLY. S�E ENGINEfRING PL4NS FOR ADDITIONAL ELECTRiGAL REQUIR�MENTS. ?[}n1 _(l2� 3. TI-IIS �L�CTRIGAL ROl1Gl�-IN PLAN IS IN7'END�D TO SNOW OUTL�'LOGA7'IONS, � s►NCl-e cot�vEr�►iENCE ouTi.Er GONN�GTIOT�I POSITIONS AND LOADS. ANY DIi'IENSIONS SNO3�lN ARE � �ROM GOLUMN GRID LIhi�S. ,�F1� ��v cor�v.ouT�r(irisra�tm CQl�1DAiED C�S �i.Y 21. 2�03 �(j/ IN�QlfIP 87 K.E.G/L.E:G OR MfG) 4. ALL ELC-GTRICAL WOi2K �Of� �ABRIGAT�D �OODS�RVIGE �QUIPMENT SNALL B� GOt"IPLET�L7 W1R�D BY K1TCN�N EG2Uli'M�NT DIVISION TO A JUNGTION SOX 012 � p������{�pR�gTAL PI,ILL-BOX T'lOUN7�D aN TI-IE �C�111t'MENT IN AN AGGESSISLE f'OSItION. 0 PINAL GONN�GTIONS TO �QUlPi"IENT JUNGTION-BOX OR i'I.ILL-SOX AND ALL EL�GTRlGAL WORK�OM PANEL BOARDS,TO �E $7 TN� PLEGTiZICAL COi�ITRAGTOR. O GLOCK OIlTLEf �. �INAL GONNEGTlONS TO ALL EQUI�'MENT TO B�87 �L�GTRICAL GONTRAGTOR, INGLUDMG MAT�i21ALS. � Pu�L sox tu�srALL�o IK[aulP� �_ �L�CTPIC,AL CG7I.ITCJICTG�i7 TG� �Ui?AII�LI JU.lL7 I1JST�LL TLI� FL]LLnWI1Jr'. X PLUG M011LDING A. ALL JUNGTION-$OXES,ELEGTRIGAL OUT!_ETS,COVER PLATES,SL,IITCNES, ECC., NOT BU1LT IN?'O �IXtUR�S OR �C�UIPrl�t�lt. ALL. 011l'L�1"5, .fUNGtION-BOX�S, � , COVER PLATES,ETG., !N DISNROOi"(S,OR AS INDIGATED ON SCNEDUL�S, ��������� �� SN � MJST SE VAPOR-P�200F. { Pow�t our�r,�P�ase 8. ALL PLUGS AND GORDS AS NOTED ON SGI-I�DUL�. ALL CORDS SNALL �' IL. B� N.E]"IA.-RAT�D AND UL.-APPROVID FOR i'iANU�AGTURED AND/OR � � ��� ������r���� �ABRIGATED EQ111Pi"f�NT. ��r �i�.$Y K��c.��.c.oR r�� G. SNUNT-TRIP GIRGUIT BREAK�S Oi2 DISGONhI�GTS FOi? FIiZE GONTROL � SYST�1 SNUT-OF� OF �DODS�2YIGE �QUIPI"�t�IT SELOW I-IODDS/VENTILATORS � �ouT1-�r.3�ua� AS i2�C�Uti2�D B7 NFPA.-96,AND LOCAL GOD�S. ��� PUWER OIJTLET,3 P�-IASE 11NSTALLED IN D. DI5GOh1N�GT5 OR OTN�R D�1/lGES A5 REG1l11RED BY GODES. vv EQI11F' $7 iC�,GJL�.0 OR 1"�G� Z. WNEN APi�LIGABL�,�L�GT�2IGAL GONTRAGTOtZ TO i'ROVIDE GONDUIT AhID WIi21NG, � �N T����' INSTALL ELEGTRlGAI.. GOMPONENTS (Pi20VID�D BY K.�L),AhlD INTERWIRc,B�TWEEN TNE �OLLOWiNG. c �1 SWITGFa A. i2EI�lOT� R�RIG�RAtION EQUIPI"�N'i' 70 EVAPORATOR GOILS. B. GONtROL PAN�LS t0 WATER-WASN VE1+lTIL4TOi�AND EX�IAUST/SUPPLY PANS i V l- VAPOR-PROOF LIGNT FIXTURE Y PE'i2 MA.NUFAGTUREt2'S INSTRUGTIONS. G. KITGN�N EXNAUST NOOD/VENTILATORS TO �1RE CONTROL SYST6'1 AND � ���� VAIL MOUI��AIN SCHOOL D. i'10 N�b�W1�2E �X7'RA WALK-!N GOOL�R /�EZ�f2 LIGNl"S PROVID�D BY K.�L. �� DISGONNEGT SWITGN VQII� COIOCQdO a Ju(y 2i, 2003 �� ���������� � � �P�54Q2�QRk'�iIUGS�Yi 4 dwg „ul 24, Z003 '�,. �, � � � KLIPP COLUSSF JENKS DUBOIS � ARCHITECTS, P C. Member Amenccn Inatitute of Archttects Writer Squore� 151 2 Lor�Met Street Bridga Level,Denver,Colorndo 80202 ph 303-893-1990 fax 303-893-2204 ----- -- 3 I +A� 8 4'�yr /,Z=pe z� ��i�� , �rsti *4 �p PRDYIDE YdA1.L Bt2AG1NG 3'-0"O�G.P1pJC S�'p' KA.S FOi2 3ro� ��A� PAtJGET d OVERFLOW K.�:G.t0 PROVID�2ZGA �5 IE EIFIFED� 3•'��` 6' 6• S/S�LASNfhiG 1�20M TOP O� � a`'qp 8�'`�° ��TO�OTTOM OF � -'-� �� �INSE ITH'1�6 �H K0.5 fOR COPYRIGHT 2003 _,� `�'"' `v =-_C� �urcc�r..o.s�x -- `--� ��o.�s� _- ___ va�xurr s�� �aucEr � ov�ow �, J�_ _ _ �a�c�r a ov��ow Th�s dxumant is an�natrument of servica,and �.-!���-� - - � �-•�: �R4VIDF FAUCET F'ROVID�12 GA.S/5 2',6. �VI��� PROVIDE FALIG�T' Z,�` es such,remoilns fhe properfy of the Anchttact. � ' ��� <�y_ ��!I��m G-1P�'-O�Q�C'i,MAx pS$��C+I�IFD +��C�F�� Permtasion for use of thla document Is limtfed ��` �' � � � ond con be sxtanded only by written agreement %f'� O wNh Kli C01v i ��-'� pp scy lenScs DuBois Archltecta,P.0 � N � � � 0 p � o I � N i�?OVID�WALL PADS � � ° taEAF PROTEGTiOM �o ITH'I�26 `s � � � i � � I � � 1 � � ,,-- — -- --— --` � .� f I I— ^', _� -.._`'Y— ' � I � w�AS�� �r.�rs i � � � � � I � .� �� r f'i20VIDE DI2DP-IN DOtlBI.� i'RDVIDE DROt'-!N DOUBLE �'' -� { J I PROV�DF�3JTNREE��'SCIS�X��p DE�P ` ` ` ��� SOWL�J�t�&'. �20VIDE SINK BOi"IL.SIE�.PROV�DE SI� �� � � Sft�S d GONt1�GT�OVERFLOW � � � �-� A5 SPEGfF1ED AS SPEGIFIID '� ` � � � � ��� � �� F�OVIDE S/5 BRACK�T F Pt�pN�pE�LqNG�D�T DlSPOSER GONTROL ON F�20N't'ONLY • i'i20VID�SPAGE�Oi2 pl�!'05ER ITH't�2 • i'RO�/1D�OPEN SPAGE�J2 '�GOl1NTH2 DISN nAC�IiNE �o�� cou��r�� ,-� �o�� cou���� ���, -' • MfLLi�IORK ll REQ'DJ �� MILLW012K li REQ'DJ 2� SD I L.�D D f S� ��BL� ,-�-� . �� �a�D� � 1�1�4L L S���� �l/ L1T�NS f L. ��G� �-�, � r i �a�D� � 3�0� �l�SN S I i�� i-r� � ll i�Q'D� �II � � � � c�'�°� � �`��`� � �� R _ __ —__._ __ � �� i � � � � � u ti � �r O� ��\(��.�,i' �ji ,,,^V ��'� S ��1v .� ���; I 1���'�Z1F'( F��-O vi�sr�a�at� ITB9*53 ' 2b4 ?=p� � i i i I—�ov►�st�z�cuar� / a'-6' �`-6' I N�H16C('S PAO�.'f t� iTfiH 11�d i � h�n w �rti n ���R Sto. 5,-0� ?�b . . LUU � .ULLS �SUE O�SOLQ�IIED CD'S JOU'21, 2003 / I I PROVIDE GONVENIENCE P�OVIDF CONVFNi�NG� � R OUTLET OIiTLEf � � � °J � `° i i � I ,.. — � J I � j I � 1 � o , 1 ofl � ,� — � � � f � I i � I I ' ' I � I � J � � , — � � � � —'� �i���co o paH � , j ! 1 � i � � ,— ITB'I�43 � � , �— � PROYiD�SI'AGE FOR I � �� � L � � I � J � � ��� � I !�� MI�D1S2PENSER L _ i J �� ! 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NAh1GH2$RAGKET � � � t�li2�AD�D ROD AND LOGK NUCS to B�SUl'PL��D B7 � WStAl.LiNG GOt�IT�2AGT0i2. _,,,� - � � � � L-G21113'h'�N�1til.JS1' B� SUPPORT�D�Y ALL F�ANGING BRAGKEfS — = t'ROVIDED. a 0 o V�NTILATOf2 OV�iZ�ANG � ��au i��M�N�rs Q N N �.M.c.i�.o.c.a.�s.�.c.c.�.�u.M.c 3'-II 1/2" i I�" �'� 1�" � ( I/2" 50�.10 / M-5043 / 308 62 / �0031 f) The edge of the hood shall extend a minimum horizontal distance of 6 inches beyond the edge , of the co�ing surface on a!! open sides. .,� O I � _ I _ L IGNT �I?CTUfi2� �3UL�3 fi`EQU I iz�M�NTS � � `° `� 2� �LUO�SG�NT - l2J r2o-ri2 � � 3' �LUOi2ESG�NT - !2J �30-TI2RS ,� �j� 4' �WOi2ESG�NT - l?J �40-TI2R5 ��t�� '� � �L �� r � � -- - - �,+" � MAXIt1lJM EQtJIP. MAXIMUh1 EG�.IIP. � � �IEIGI-ET�'!' �I�IGNT 'i�l° �SYM�OL KE�I'� � c� O�'LU1�I�ING INSTALLATION � L�G�ND �p '= �`� . 4i�" r�X. Ea. �r� �8.�" r�ax. Ea. �r+� � �f�, �.�,� Ir I � O �L�GT�fG INSTALLATION � i�VISION o �ANG�fz Bi2AGKET � ' � s�c�rio� V��� � s�c�►oN ���w � uo-r�: o A�Y�tO �-lOODS SI-lALL BE GON5Ti2UGT�D ENTI�2ELY O� #300 SERIES SS. WIT�-�1 A #4 �INISN.IOPTION 21 � IVi�IYtF�l�S Pi�lB.T Mlf�fi ���� ,o�� V�izI�IGATIONS/�I�LD NOT�S � NOTE TO �.E.G.: ALL IT�MS TNAT i2EQlJIR� VE�2I�IGATION ��� '�Y Z�� � � MUST �� VEi21�I�D Piz10R TO fizELEASE �OR �AB�IGATION. ' l�t�i2 caN No7' BEGIN ENGINEEi�ING oi� �AB�ICATION UNTIL ALL V�I�IGATIONS A� RESOLVED. o�G I"fIJST �NSt1fi�E NOOD DIMENSIONS AS SNOWN W1LL PROVIDE PROP�R GAi'TURE �OR ALL GOOKING EQIJIPM�N (6" T1INIMUM OY�i2NANG R�C,2lIIRED ON �AGN OPEN SIDFJ !12" MINIitiUM OVEi2�lANG i2EGOMMENDED �OR BRQILEf2S) � oEQUIPMENT SEGTIONS AS D11"(ENSION�D WILL AGG�55 MOST POINTS OF INSTALLATION. I� ADDITfONAL �IFLD JOINTS A�E i2EQU1RED TNE K�G I"ILlST NOTIFY P'i�R �� � S�GTION A I�T"�1''f 24 Pt210r2 TO �,4BRICATION. o,4!_L DIMENSIONS SNOWN AizE EG�UI�NT DIl"tENSIONS. OVERALL �QUIPMENT DII"(ENSIONS ARE � i/4 . QTY. OPTION DESGRIPTIONS CONSTRI.tGT WALLS TO SUIT EQUIPMENT DIMENSIONS. �' � aNOODS ARE G�NST�2UCT�D IN AGCORDANGE WIT� i"(�R'S i I��cr orzaw cANOPY — G�N��AL GONT�AGT GONDITIONS — UL LISTING AND N�PA 96 INGLUDiNG �XGEPTIONS. GRFASE Gl1P AND I-UWGING BRAGKET G o!T IS TI-IE RESF'ONSIBILITY O� TI-!� KITGNEN EQUIPh'1ENT �y�; � ia�x io�, r�1cr � GONTi�AGTOR lK.�.G� TO SUPPLY TN� SULBS FOR US� ¢ All electrbal and plumbing work done by f1FR b deeig,ed,quoted and cxecuted in Food Servlce Gontractor wlll ba responsble for xrvice revbtona to�ubstltuted equlpment. 16"X 16'i�SEARGN PRODUG7S ALIA't�ILT�R eompliance wfth afl publlshed standards of Underumiters'Laborotoriea Inc.,the tatarf 1N TN� WOizK LIGNT �IXTURES. � 16"X 20'RESEAR�GN PRODUGi'S ALUM�ILi�R editlon of the Tdattonal Electr�Gode,NFPA 54 and 96,Unifarm Pkunbing Code,and Stat�c pressures given aro at vaittlotor outlet(sJ. Ductwork static�be added to � 31n.REAi2 A1R SP requq�ements of the Occupatfor�al 5afety ond Nealth Aclministratton IOSF�AI. lnsofar a� determine the totol bystem atatic t�FR eMall not be Itc�le for improper functton due c{�pllcoble,t1FR does not accept ony responsibtUty for requ6^ements af negtorrat and 10 GMOYifj6 k'1 STQTIG pC055UPH OP OU'VOIUtI1C5 6pOCIf�Bd. 2 111.LIS7H7 GLOBE LIGFIflSJ local codcs that dcvtate fran tF,e occepted standards of the aforementaned rogulatory Q.'-1, �D,.����.��� agenctes. All exhaust duct collars are hside dtmensbns,cormecting ductwork sha8,sleeve Into [I'collar onl�,flange onta vent(lator outlet(s). � FIi2E HOX IRIGNTI t'�R is rat responsible for any wiring or plumbing otl�^than thar fum�shed as A I� 1"i0\/�i"I�NT ��C�l,l I iz�1"fENTS of out oqu�xnont. AII wtrkg cmd plumbvig at fho �nstallation site Is the respons ility AIt ductwork beyond the ventllator or e,�aust duct collarlsl to be provtded and instalied of othern. by Qt�,ie�(unlass otherwise speciflad) in accordtuice wfth Jurisd�tlonai codes,must be I 1�1STl�LLAT I ON ���U 1 iz�l"i�1�lTs mechanically strong and qrease�d watert(ght. S�G-7-(O� � I��� �� All plumb�ng and electrlcoi eupply Itnes,og:,ocioted valves cmd breakers for T'�R �OODS�RViG� EQL4IPI"IFNT GONTRAGTOR'S REQUIRET1�NTS � �XhQUSt �X�'iQUSt Systems,must be approved by mechanical ond etectricol engfneers 8lawer(�nhould be non-o�erloadh�g type,backward atrfoil blade design whtch wfll �OOC� �OOd �OOGj bchaust delNer the specifled volume of olr at the required static pressura,top horizontai FI Provide drawings to approprlate t�adss referenctr� �OOd �xhQUSf DI1G1 r'JiZ6 rJtQ�'IG An fleld woric relatl to modtflcation of electrlcal wir lumb relocat of dixh e ia dcsl^ed. See total tem�tatic refcrenoea and G�M ulrements. Le th Width Wei ht (2ate 9 '''� �'9�P �"9� � °f'9 °9' �I utilhy service and coordinate F�,a� ��,e�r�o�. 1(AIL MOUNTAIN SCHOOL Q7Y. OPTION DrSGRIPTIONS ltem No. � � G�T1. (IN1 Pressure componentg or,con+ro 9,ond$�nuor uriror6seeab�B demanag to mtet �o�o� o (I ) (IN� ( ) lL1N.�T) u�nernenrs,t5�o be done b others a�d wirhour back cFwr e ro t�,untess�hese Por rho vonttilatorl�to be most eff�clern mako atr'must bo s I�ed b controfled �2 Oeltver,assemble and install f1FR SysTems per drawing � L�R X F-B lIN1 ^� � 9 � �� y 9 P 9� 9 V(11�, CO�OTUdO DIi�CT DRAW GANOPY ca�d�tbns were previously brought to our attant�on,and are exprw�ly�ncludad ar�d me�,e For 80R,-IOOSK of the totol exhousted from the kitchen. t2epiaced ar�yl�be �3 wrnfah wirin land lumbin d1a rams to end user. � Gt2EAS�GUP AND NANGING BRAC�ET GENTEi2 /( �{ /� �( �jQ dexrbed (n aur written quotatbn t'�R wl�l not horror es�y back charges unless dcifverod at coil'mg haight,away from the ventilatorl�or tFrough the irrteo,rol T1FR 2'-i" I`rt" `T� �'V� �00 2350 I I X (O . 1 U writien authortzatbn has been issued by tha home offtce prtor to aru�wa^k performed. supply air plenwn,ot the slowest poss�le veloctty Kffchen should operate w�der a �t� The K.E:G.must Tnfm`m t'1FR of any change5 in e9uipment � 15tn x IOin zXNAUST DUGT GOLLAR t�CAJN negrn�fve l-7 pressure. 3 f6"X 16" PROWGtS ALl7M FI /'� / Any ohrnges to t�Fi2's srandord manulacrure,roqutrcd to meer Iocal codes,most or buildtng structure. Ffeld modtfication3 due to tnsufftctent 2 16"X 20` i'R ALUt'1�I 3(Q �� �6 �U� 1 2 4 I �(�tU� I� X lo .�� p�'���y wttl void UL approved ataridcrd warncmtee,unles3 prbr approval in writing ftFR ventllatorf�must be exhausted hdependently of dtsF�xuasher exhousts,cetlhg inFormation are ihe re3ponaibility of iha KE.G. Is granted by P'�. gr(Ils,etc. �„(qi2i2ANTY 1 3in.R�Ai2 Aliz SPAGE z ui isrm�o����urrs� This equipment wUl be constructed in accordance wtth d�ncnsions shown on our VENTILAT4fi` ELEGTfizIGAL speciflcatbna,wh�h must be approved prtor io fabr�ation. Any subsequerrt chonges i1�R IhIDUSt{21�5 ING YJQrants to ti�e origtnal purchasei^for use of our products,that i Qn ADDITIONAl. OPTIOiJS whbh may be requb�ed must be submitted to 1'IH2 In writhg any part thereof which proves to be defective in materlal or workm�h�under normal GONTfzAGTOiz S ��QU 1�2�i"i�NTS u�e wlthh oneyecr from date of Inerallatbn,will be replaced free of ctiorge. Labor I 66tn O�',FiNISN�,3h Ali2 SPAGE,LEFT Ventlirnor hoads are rot to be uasd as a snvctural element. Ir�,stailotlon and to replace such pert b warrontod for 90 days Frarn tretallatbn. �IELD INI�RGONNEGTIONS sm�ctural adequacy of�porta is tha reeponsi�tlity of the aontractor u�ho In�talis thts �/E4 Provide 120 volt 3-wlre circu(t from verrt Itght hood. Any ductwork,fk�e ahafts,or other utllRtee are to be Supported so no addtttonal This warranty does not apply to damage resultinq from improper hstallatton,accldcrrt, tu� 21 �� loadtrx3 b huared by thc ventilator hood. ca�authrnNUd alterorion,locai codes not prevfousfy brought ro the artenrbn of t�R, 3witch laupplied by Electrtcal Gontractor! to MFR V � mlwsa,or abuse. Vent. t'�Rb pollcy of continuou�product improvemarrt lncludoa the right to change motd^lala arid OpeCifiwtlans wfthout rtot(ce. � ��.1 ����� ���� ��'�L P� �, � �P.\5402�DWrti��'vGS\K3.1 dvlg Jul 24, 2003 . i � � l � � SOUND SYSTEM LEGEND FLAG NOTES (� STAGE MANAGER'S Vo'ALL—NOUNTED EQUIPMENT RACK. ELECTRICAL TO PROVIDE AND I�!STALL 6" x o" �s LOUDSPEAKER PANEL. FLUSH M011NT 1—GANG J—BOX, RACO �690 OR EQUAL> WITH GROMMET HOLE FOR � TO STAGE MANAGER'S EQUIPMENT RACK VJIREWAY ( � ). � 7° x 3' L WIRE�VAY 7'-8" AFF, CENTERED ABOV� EQUIPMENT RACK. ELECTRICAL TO PROVIDE (2) 2�A, CABLE, ON COLUMN 14'-0" AF�. 120 VAC DEDICATED CIRCUITS, SINGLE PHASE WITH INDEPENDENT GROUNDS TERMINATE ONE P i0 CONTROL BOOTH DESKTOP RACK VJIRE�IJAY ( e ). CIRCUIT INTO ISOLATED GROIlND DUPLEX OUTLET MOUNTED INSIDE EQUIPMENT RACK. 7ERMINATE Q MICROPHONE RECEPTACLES (2) PANEL, 1—GANG J—BOX, RACO #690 OR EQUAL FLUSH MOUNT 16" AFF. � SECOND CIRCUIT INTO DUPLEX OUTLET MOUNTFD NEXT TO RACK. � TO AMPLIFIER EQUIPMENT RACK ( � ) KLIPP CoLUSSY JENKS DtrBois ; Q MICROPHONE RECEPTACLES (8) PANEL, 2—GANG J—BOX, RACO �691 OR EQUAL. FLlJSH MOUNT 16" AFr. ARChITECTS, P c. ; � CONTROL BOOTH DESKTOP EQUIPMENT RACK. ELECTRICAL TO PROVIDE AND 1N5TALL 4" x 4" x 3'L � TO LOUDSPEAKER J—BOX. � tNIREWAY, 12" AFF SELOW COUNTER TOP. ELECTRICAL TO PROVIDE {2) 20A, 120VAC DEDICATED Mc S1AGE CE1LfNG MICROPHONE RECEPTACLE (1) PANEL, 1 —GANG J—BOX, RACO �690 OR EQUAL. MOUNT MemberAmer�ccnlnst�tuteofArchf:� ' CIRCUITS, SINGLE PHASE V`J1TH INDEPENDENT GROUNDS. TERMINATE CIRCUITS INTO ISOLATED GP.OUND TO BOTTOM OF STRUCTURE, OPEN DOtNN4'�ARD , � TO ASSISTIVE LISTENING ANTEN�A ( Q ). QUAD OUTLETS �AOUNTED ON UI�ALL BENEATH COUNTER. Writer quare, 15 anmar traet � MiCROPHONE RECEPTACLES (4) P/�NEL, FLOOR BOX, FSR �FL-1500 FLUSH MOUNT IN STAGE FLOOR. Sr�dge Level,Denvar,Colorado 80202 � CONTROL BOOTH FLOOR—STANDING, SLIDE—OUT AMf'LIFIER EQUIPMENT RACK. E!ECTRICAL TO ELECTRICAL NOTES PROVIDE AND INSTALL 3"W x 3"H x 3"L VVIREWAY CENTERED ABOVE EQUIPMENT RACK. ELECTRiCAL Q MICROPHONE RECEPTACLES (8) ANp LINE RECEPTACLES (2) PANEL, 3—GANG J—BOX, RAi 0 �692 OR �� ph303-893-7990 fax303-893-2204 TO PROVIDE (8) 2QA, 120VAC DEDICATED CIRCUITS, SINGLE PHASE 1NITH INDEPENDENT GROUNDS. EQUAL. FLU5H MOItNT 16" AFF. 1. ALL CONDUIT IS 3/4 EMT UNLESS NOTED OTHERWISE. TERMINATE {7) CIRCUITS INTO ISOLATED_GROUND DUPLEX OUTLETS INSIDE EQUIPMENT RACK 2. ALL SOUNf� SYSTEM CONDUIT SH�LL BE METALLIC TYPE ONLY NO PVC SNALL BE USED TERMINATE (1) CIRCUIi INTO 1SOLATED GROUND QUAD OUTLET NEX1 TO RACK. Q NICROPHOf�E OUTPUT {o) PANEI., 3—GANG J-80X, RACO �692 OR EQUAL. FLI;SH I�OUNT 16" AFF. CONDUIT IN SLAB MUST BE PVC COATED RMC OR APPROVED EQUIVALENT. ELECTRICAL CONTRACTOR TO PROVlDE (1) 20A, 12Q VAC DEDICATED CIRCUIT, SINGLE PHASE WITH a GYMNASlUM WALL—MOUNTED EQUIPMENT RACK. ELECTRiCAL TO PROVIDE AND INSTALL 4"x4"x3'L INDEPENDENT GROUND. TERMINATE CIRCUIT lNTO ISOLATED GROUND t�U�LEX OUTI.FT 16" AWAY FROM 3. LOCATIONS OF VVALL—hAOUNTED JUNCTION BOXES ARE TO CENTERLIN` OF DEVICE EQUIPMENT WIREWAY ABOVE E�.?UIPMENT RACK. ELECTRICAL TO PROVIDE (3) 2QA, 120VAC DEDICAT�U CIr2CUITS, MICROPHONE OIJTPUT RECEPTACLES. LOC�ITIONS SHALL BE COORpINATED WITH THE ARC!-lITECT, SOUyD CON7RACTUR AND THEATRE SlNGLE PHASE 4�JITH INDEPFNDENT GROUNDS. TERMINATE CIF�CUITS iNTO ISOLATED GROUND DUP�EX C�NTRACTOR (�NHERE APPLICASLE) PRIOR TO INSTALLATION. OUI�LETS MOUNTED NEXT TO RACK. 4�P PROGRA�! AND STEREO MICROPHONE RECEPTACLES {3) PANEL, 3—GANG J—BOX, RACO �692 OR EQUAL. ❑ COMNiONS AREA 11VAL.L—MOUNTED E�UIPMENT RACK LOCATED IN COAT ROOM. ELECTr�iCAL TO Pf;OVfUE �OUN� ON VERTICAL SUPPORT 16" ABOVE CATI�JALK V�lALKING SURf'ACE. 4. POV��ER, DATA, CATV, PHONE CONDUIT ARE SHO�!;N ON THE ELECTRICAL DRAVJINGS. (2) 20A, 120VAC DEUICATED CiRCUITS, SINGLt PHASE WITH INDEPENDENT GR�UNDS TFRMINAI E Q MICROPHONE RECLPTACLES (2} AND LINE RECEPTACLES (2) PANEL, 2—GANG J-80X, RACO n691 OR CIRCUITS INTO ISOLATED DUPLkX OUTLETS MOUNTED IN REAR OF RACK.O EQUAL. FLUSH MOUNT 16" AFF' � � CHOIR AND SAND ROOM PORTABLc EQUIPMENT RACKS. +1, �I�ROPHO�E RECEPTACL� (1) PANE�, 1—GANG J—BOX, RACO �690 OR EQUAL. FLUSH MOUNT 16" AFF � GYMNASIUM LOUDSPEAKER IN BACK CAN, MOUNT TO STRUCTURE. � CONTROL BOOTH CONSOLE RECEPTA�LE Pl1NEL, 6" X 6" X 4"D ELECTRICAL BOX �LUSH MOUNT BELOIV COPYRIGHT 2003 �� ASSISTIVE LISTENING SYSTEti9 TRANSMITTER ANTENNA RECEPTACLE, 1—GANG J—BOX, RACO �090 Uh COUNTER TOa, 16" AFF. � Thts documenf�s a����.t,�,e�t or ser��a,and as such,romalns the proparty of tha Arch�fact. EQUAL. FLUSH MOUNT 19�-0" ABOVE FINISHED STAGE �LOOR. qF ��11RELESS MICROPHONE SYSTEPA REP�IOTE ANTENNA, 2—GANG J—BOX, RACO ;�69� OR EQUNL. FLUSH Permisslon for use of fhis docummnt�g limited �' INTERCOM BELTPACK RECEPTACLE, 1 —GANG J—BOX, RACO rr690 OR EQUAL. FLUSH MOUNT 48" AFF. MOUNT 2'-0" BELOW STRUC�fURE a�d�o�be eztnnded only by wr�tten ogreemenl with Kl�pp Col�esy Jonks DuBo�s Arch�tocts,P C. B2 INTtR�;OM BELTP/�CK RECEPTACLE, 1 —GANG J—BOX, RACO #690 OR �QUAL. FLU5N MOUNT ABOVE S� CENTER CHANNEL AND SUBINOO��R LOUDSPEAKER LOCATIOh, 4"1�"! x 4"H x 4"D EI_ECTRICAL BOX. FLUSi� CONTROL BCOTN COUNTE�. MOU(vT GROMMETED COVER PLATE (PROVIDEC BY SOUND CONTRACTOR} ON ',NA�.L ABOVE STAGE OPEI�ING, CEN I ERED BEHIND GRILL CLOTH CANOPY (PROVIDEQ BY OTHERS). NANG ��'t�ITH AIRCRAFT CABLE FRO�,� B3 INTERCOM BELTPACK RECEPTACLE, 1 —GANG J—BOX, RACO �690 OR EQUAL. MOUNT ON VERTICA� UNISTRL3T SUSPENDED BETrNEEN STRUCTURAL BEAMS ABJVE (SEE DETAILS PAGE SS5.0.1) SUPPORT 48" ABOVE CAT1rVAL� ti;�ALKING SURFACE. s� sR LEFT AND RIGHT LOUDSPEAKER LOCATIONS, 4"VJ x 4"H x 4"D ELECTr�ICAL BOX. FLUSH MOUNT � INTERCOM SPEAKER STATION, 4—GANG J—BOX, RACO �093 OR EQUAL. FLUSf-1 MOUNT 48" AFF GROMMETED COVER PLATE (PROVIDED BY SOUND CONTRACTOR) ON 4NALL 15'-0" AFF, CENT�RED BEHIND LOUDSPEAKER CLUSTER. HANG }',�iTH AIRCRAFT CABLE �ROM UNISTRU i SUSPENDED BEN+fEEN STRUCTURAL � F� �? Fni nr�nru i n� in�pFn��R n�iTi FT �—rANr .i—�nx �zarn #�n�i �R FCJl1AI FI USH M(�UNT ��" ar F BEAMS ABOVE (SEE DtTAILS PAGE SS5.0 1; f8 MIX POSiTiON FLOOR BOX, ACE BACKSTAGE �124.SL.CV WITH STANDAR� LID FLUSHED IN FLOOR SS FUTUP.E SUR20U�D SOUND SPEAK�R LOCATION 1 —GANG J—BOX, RACO �'�`&90 OR EQUAL, W1TH BLANK � ELECTRIGAL TO PROVIDE AND INSTALL 120VAC DUPLEX OUTLLT AN�J ACE BACKSTAGE �104BBX BACK COVER PLATE. AT MID—HOUSE LOCATIONS (GRID LINES �7 AND E$} FLUSH MOUNT AT 15'-0" AFF, AT � BOX. COORDINATE LlGNTING CO�TROL REC�PTACLES ti�ItITH THEATRE CO�iTRACTOR Q REAR Or HOUSE FLUSH MOUN� AT 10'-0" A�F � NANDSET INTERCOM �OCAT30N i —GANG J—BOX RACO 690 OR EQUAL MOUNT 48" AFF V VID�O REC�PTACLE PlATE 3—GANG J—BOX RACQ �692 OR ��UA� FLJSH MOUfvT ABOVE CONTROL � O ELECTRICAL TO PROVIDE DUPLEX OUTLET ADJALENT TO�MAIN INTERCOM STATION IN Ai 15. O 8001H COUNTER. � � • ' Q 2—GANG J—BOX VtijITH BIANK COVER, RACO �691 OR EQUAL MOUNT ON WALL NEXT TO BOTTOi�i Oc vo VIDEO Pt�OJECTO� INTERFACE PAf�EL, 2—GANG J—BOX, RACO �691 OR EQUAL. MOUNT Of� CATt�lALK Q � JOIST � Q FUTURE PRO.lECTOR ON/OFF & LIFT UP/D0441N CONTROL PA�EL (BY Oti1�NER). 3—GANG J—F30X, RACO � � #692 OR EQUAL 1rVITH BLANK COVER PLATE. FLUSH MOUNT ABOVE CONTROL BOOTH COUNTER. 0 -.� i � .���?�'"n i��� �y S $s�',Y-GiiR%t6f`�� ��.^.ta3 .�. . '?':N ✓ . 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HOUSE LEFT REAR HOUSE LE�T FRONT ENTRY STATiON ENTRY STATION A+E F2 FR�JNT-QF-HOUSE CENTER DISTRIBUTION STRIP �CIRCUITS 9-18} Member•Amenwn Inat�tufe of Architeets V3EfGHT A}F REl,EASE Writer Squoro, 1512 Lanmer Street E F� FRONT-OF-HOUSE RIGHT DIS7RfBUTION STRIP (CIRCUITS 19-26) .n,�o-Li� FUS�BLE �uine ONE-LINE MUi� ONE-LINE RELEASE Bndga Lavel,Denver,Colorodo 80202 BLOGK MULE BLOGK LINK(lYP 4) L�� GABLE GliR7AlN TRAGK SLOGK ARCHITE�TURAL DIMMER RACK o�_Li� wa�G-t�a,�r ss�,cr,�r HOUS� RIGHT REAR HOUSE RIGHT FRONT $� STAGE ELECTRIC 1 DISTRIBU i ION STRIP (CIRCUITS 27-50) riuL���oc� ph 303-893-1990 fax 303-893-2204 ENTRY STATION ENTRY STATION INTERFACE PANEL ,e , _ � � A+B+C+C+D-FE+E+E A�B+C+C+D+E+E+E A+B+C+C+C+C+D+E+E+E- J� $2 STAGE ELECTRIC 2 DISTRI$UTION STRIP (CIRCUITS 51-72) � .. � - --- - - - - -- - --- -- - - - -- - - -- ----- -- - - - - -- - - - --- -- -- - - - - - - - - - , FB n n - D+D � - - - - - - - - --- - - - - - - - - - - - � � HOUSE MIX POSITION STFiGE RIGHT STAGE R1GHT S� STAGE ELECTRIC 3 QISTRIBUTION STRIP (C!RCUITS 73-88) LATTIGE I � I ! - CONTROL STATION HOUSE LIGHT CONTROL STATION TRAGK ARHOR I - � ( EXTENS��N � (D�lX1, DMX2, RFU, U1RS) MASTER/PRESET STATIDN (DMX1, Dt�iX2, Dt�IX20UT, LINK, RFU) � G�t� - --- � I t � I i � �� A+Q+E A+�+C+C+C+C+D+E+E+E LA�GK � sA� � I %� � H l, 1 ! I YQEi6H ' I Ji CONTROL BOOTH CONTROL BOOTH Q � I � , HOUSE LIGFIT CONTROL STATION HOUSE LIGHTS (CIRCUlTS 89-93, 94 SPARE CIRCUIT) � I I � MASTER/PRESET STATlON (OMX1, DMX2, LINK, RFU) COORDINATE {�11TH ELECTRICAL � ^IN STAGKEP ---!`` I � B+C+E B+C+C - - � � �ostrioN � � �3 C3 COORDI ATETV'lTONELECfRICALUITS (CIRCUITS 95-96) Gu�n� � GABLE , COPYRIGHT 2003 � HOUSE RIGHT CAP+VALK HOUSE LEFT CAT1{lALK " - I PROC�lVIUM OPENINv - T�isdo��me�t�so� i�st��mantotse�.�«,o�d ! CONTRO! STATIO� CONTROL STATION as such,rsmalns tha property o{tfiej ' � (DMX20UT R�tJ) {DbiX20lJT RFU) ` ' , � � i c Perm�ssion for use of th�s docume�t� MAIN DPv1PE I 11�t G 05�D I .� _ P051710N � I ond con be e�ctandod only by w�ttan ay � I I FIRE GURTAIN w�th Kl�op Col�ssy Jonks DuBots Archtt�c•s, AND S,GN(7Yi' 2) s� i I I I �!-�ASE STATIDN � � i I 1 ��'� � 120 VAC, 60Hz 3-�NASE, 4-;��IRE + GR�J�!D, - - � I �� 6 � � �� � i � � �� � , �za/2os vAC, 4�?OA, 60Hz '"°`�`" A BEYOND Pr � ' I , lr � � ; � f � ' �SeT I f I t LINE � I ( ' j{ I � 4V{RE LEGEND NOTES �i I ' A = (1} BELDEN 8471 1. COIVNECTI�� OF ALL FIELD ti�'fRING BY ELECTRICAL. � I � � � 1 � �� l o�ru+TiN� `� ' B = (1) BELDEN 9728 2. USE #1Q THHN NlIRING FOR CONNECTION OF THEATRICAL LIGHTING LOAOS. i I � ,j I � I � ��'� � � C = (1) 8£LDEN 9729 3. CONNECT HOUSE LIGHTING TO DIMMER RACK AS SPECIFtED �Y ELECTRICAL I I i� I � — n = (�� ��� eulc cTRetinFn 4. SEPARATE NEUTRAL IS REQUIRED FOR EACH DIMMED CIRCUIT. 1 � I E = (tj �14 AWG STRANDED � i I ,� � I � - , �LOOR ' � — SLOGK a � P�RFOR��ANCE LIGHTING ONE—LINE DIAGRAPv1 2 GR�,ND DP,APE �IRE �,�FETY C�OSURE D�T�IL -�—T � TS5.G.1 SCa�E 9/�'�_�'-0» + �--------� TS5 01 S�ALE: NTS � , � �,� � ``! n °, � � � , � ' RIGGING BEAM (BY STRUCTURAL) � � HOUSE LEFT HOIlSE RfGH7 �'" _____..�._ � _ , �XX XX XX XX XX `I �C XX XX XX XX XX �OC XX XX X�C XX XX XX )C)C XX )OC i XX XX XX XX X3(' 1/2" BOLT 'ro'!TH NYLOCK Nl1T/ CARPENTER AND PATcRS`JN � � I ___ 1 I ' i � � BEJaM ClAMP (SIZE ACCORDWG ' � i � �}, �I I� ii 1 �" FORGED BCLT T"PE SCRE:! , TO 8EH�1 SIZE) !i I i1 � � � ' � � � 3 �i II � � �� ' � � � � � � � ' � �` `� $ ' �� PIN ANCHOR SHACKLE � ' .�---EQUAL---�—EQUAL--�`—EG'UAL�EQUAL� ' �--EQUAL�'—E(?UAL—�' �EQUA�-�EQUAL�EQUAL-�-EQUAL�EQUAL-�EQUkL--�EQUAL-,�EQUAL-,�-E�UAL-� ,�—EtJt1AL f E(�UAL�—EQUAL�--EQUAL-�—�QUAL—�-E�UAL�EQUF,L�' EQUA� _._ 15�-0" _--______ � 15'-0" -- i -- ----15'-Q" � � LOCATfON CtRCU1T NUMBERS LOCAT(ON CIRCUiT NUMBERS LOCATION CiRCUR NUMBERS I � Fl 1 2 3 4 5 6 7 8 F2 8 '10 11 12 13 14 15 16 i7 18 F3 19 20 21 22 23 24 25 26 � , 1/4" PROOF COEL CHAIN � � � ; F.O.H �EFT/C�NTER/RIGHT DlSTRIgUTION STRIPS �� �� 1-1/2° SCHEDULE 40 STEEL TS5 Q � S�A�E. 1 /Z��-��-1��� ,�� ��' e ��A, f '� BL4CK PIPE BATTEN 1-1/2 ti"JRA?S A�OUND PIPE / - � ��_ /` � . ____._. ,�' � 1 ■ � — _ ___ _ —_ ____' _� � � — -- STAGE LEFT --- -- — - - — -- - j"' s STA(iE RICiH �� '� -`�r3. � ,�i„ .�r i�' • 3 TR I�v1 C H�I N HTTHC H M E N T '°` X" '°` 'n` XX � X" X" � '°` X" '°` X" X" xX xX X" X" X" X X" X" X" �� � r � , ��� `,t. f�,}� � ,��p�� TS5 0.1 SC�,LE. NTS � � � � _ i '� � �. t I � � DAVID L ADAMS ASSOCI�TES, IHC � � � � � � � � � � I- � � ' � � � I '- 1701 AOiTi�ER STREET � _ EQUAL ��UAL�ECtUAL EG�UAL EQUAL EQUAL�EQUA!- EflUAL EQU/�L EQUAL EQUAL�EQUA!�EQUAL EQUAL f EQUAL�EQUAL�E�UAL f EQUAL�EQUHL EQUAL EQUAL EQUAL-f-EQUAL� DENYER. COIARADO 80211 303/455-1�J00 FAX 303/455-9187 35�-0�� � COPYRIGHf 2003 fb114�D L AD+iNS ASSOCPrS.�1C Tf.IS G�CU4!E(T AttiD TF;E DFAWINGS C�taTA11E0 NER�N FRE LOCATION CIRCUIT NUMBFRB 501fLY FOR USE 04 TH;S SPEC;F3C FRQJECT UA',1�3H�41ZE�J S 1 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 36 34 33 32 31 30 29 28 27 USE CF Ti:IS D�UMEM Cft�,YY P�?TION HERfuF FOR A�Y OitiER PRD,IECT OR INSf'�:IATIOh IS STRlCiCY PR4H�3TED NSUAL CLkYTW,"T YITH TH6E PLluWS S'likl fAi�STiTt�ppil�,; FACi4 PACQ;CE OF THE kCCEAiA6CE OF��, �. -"� �--�- 36. ' r kRCHiT�CT'S °RQJECr �'S1R��S�J��P� '� s — s STt�,Gt ELECTRIC 1 DlSTRI�UTION STR�P �y � �'` .--_ - G��� .� ��U'�58ER r—��-6 -�—` �-6 —� TS�i(1 1 � Ci AI F 1/�"=1'-(1" a.���'� 1 L �.- - -�r - - � - - - - - - o- -- - �- - - � � �y� .,.,,.._._ .�� , „ ISSUt _ ��`- CONSOLIDATED CD'S % .,�LY 21, 2GC3 �1-1/2' SCHEQULE 40 >> � TUBING SLEEVE 5/to" POP RIVEtS OR BOLTS THROUGH _ STEEL BLACK PIPE BATiEN (t-9/to" 0 D) PIPE Br1TTEN AND SPLlCE, 2 PER END, � ROTATED 9Q' FROA1 EACH OTiiER STAGE LEFT _._. � STAGE RIGH� ___ - XX XX XX XX XX XX XX XX XX XX XX _ XX �_,�XX XX XX XX XX XX XX----- XX -� - �� 4 PIPE BATTEN SPLICE i - -- � TS5.01 SCALE: NTS � DP,AP�iJ: g�� ,�'-EQUAL�EG'UAL�EQUAI_�EQUAL--�EQUAL�EQUAL--�EQUAL--�-E�UAI�EQUAt-�-EQUAI.-,�EQUAL�EQUAL-�--�'-EQUAL�-EQUAL-�-EQUAL�-EQUAL�EQUAL�EQUAL�EQUAL�- EQUAL�'-EOUAL�' .._...__ _ 35'-0" ----- CFI�CKcD C�p i LOCATION CIRCUIT NUMBERS S2 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 5T 56 55 54 53 52 51 REVISIONS �� i , 40-CfiANNEL (39 USED) N41SS CONNECTOR, WHIRL491ND ��'J3CRP. COMPUTER AND VIDEO INPUT PANEL, 7 STACE E�ECTRlC 2 DISTRIBUTION STRIP � __ (BY SOUND CONTRACiOR} MODIFIcD EXTRON �RG6464xi _ {BY SOUND CONTRACTOR} TS50.� 5����: �/2��=��—d„ 12—CHANNEL (8 USED} t�ULTIPiN BLANK PUTE, ACE BACKSTAGE CONNECTOR, 4YHIRLWIRD #�'J1CF. fPB, ENGRAVE AS SHOWN , (BY SOUND CONTRACTOR) �BY SOUND CONTRACtOR 0 0 0 � o lI,IC AND LINE OUf MIX IN O O �RTABLELCD � ��� O O ,,"'' � o OO � auF� X�N�G (�,Q)� STAGE LEF? � �1---------------- �'i�1 L ��C U N 1�,I N S C H 0 0 L y�.•-. STAGE RIaH o e � �L_� I,.�`,1°+°.•~. o°o MOMTO0. yIDEO -.-'— �'._'" , ,00000aoo `�;, � � ::::: o O Q � xx xX � xx xx xx xx xx � xx xx xx � xx xx xx �oc Voil, C�lorado �000e00000a OOOOOO00000� O O INPUT — \ _ � iM00000000000., � YIWMA�L � �0000000000000� OM%t HEMOTEFOCUS oM 0 ����� � � �p� R K000000000000.. Moxrronro �+OOOOOOOOOOOK T��w�T�� � ��0000000000� d � 0 Oif � a000000000w .000000. OQ AUDIO �r✓ � O O o00 000 0 0 o Q O INTEfiCUM NEiM�ORK y �°° PE�FOP,Ml,NCE SYSTE�IS 0 0 0 � � �,_6,� I 4,-9" � 4'-9" � �'-9" � 6'-6° �—�1'-9" � 4'-9" �' 4'-9� �1'-0" i , F�EA A" O O � � Extron RGB 461x1..n�.e..` � , 35'-0" i LIGNFING CONTROL RECEPTACLES, 6-PIN FEMALE XLR RECEPTACLE, Q LOCAT ON CIRCUIT NUMBERS I �l1ly 2�I, Z003 PER THEATRE CONTRACTOR NEUTRIK #NC6FP-3 OR EQUAL � i , (BY SOUND CONTRACTOR) S3 88 8T SB 85 84 83 82 81 80 78 78 7T 76 75 74 73 _ � / „ � 1 , s ST��E E�E�TRIC 3 DISTRIBUTIOi� STRIP � � �� Q HOUSE MIX POS1T10� FLOOR BOX TsS.a� sc�E: �/2�=�'-o„ � ���e�a� TS5.0.1 SCtiLE. NTS i , � , � �� � __� ____ � , .__ � y , �,�__.._� -�- - , , I _ - r � �.� �/ � d F 1 � ��. t _ - � � _ t'+ �, --` i�� � - ,;,r � ������ , , � A G � ���� - � GENERAL NOTES: ABBREVIATlONS LEG�ND -� ����°���' -KLIPP COLUSSI' J£NKS DU$OfiS 1. ALL MATERIAL AND WORKMAt�SHIP SHALL BE IN CONF�RMA(VCE WITH THE LATEST STANDARDS AND ASMTO ASSOC. Or STATE NIGNWAY AND JTS JOINTS b SURVEY CONTROL POINT ARCHITECTS, �c SPECIFICAilONS OF: TI-iE TOWN OF VAIL; EAGLE f�IVER WATER AND SANITATiON DISTRICT. THE CONTRACTOR TRANSPORTAl10N OFFlClALS SHALL HAVE 1N POSSESSION AT THE JOB S1TE AT ALL T1MES ONE (1) SIGNED COPY OF APPROVED PLANS, ABAN ABANDON o THRUST BLOCK Member Amencan Inst�t�ta of Arch�tocts STANOARDS AND SPECIFICATIQNS FOR EACH RESPECTlVE GOVERN(NG AGENCY. THE CONIRACTOR SHALL AC ACRE KO KNOCKOUT ` OBTAIN WRITTEN APPROVAL FOR ANY VARIANCE TO THE ABOI/E DOCUMENTS. ADDL ADDlTIONAL KPL KiCK PLATE � PROPOSED HYDRANT Wr�ter Sq�are, 1512 Lanmer Stree! ADDM ADDENDUM KWY KE1'1NAY Bndge level,Denver,coiorc,do aozoa 2. CONTRACTOR SHALL OBTAIN, AT HIS OWN EXPtNSE, ALL APPLICABLE CODES, LJCENSES, STANDARD ADJ ADJUSTABLE � NORTHING/EAS�]NG REFERENCE PO1NT , SPECIFICATIONS, PERMITS, BONDS, ETC.., WHICH ARE NECESSARY TO PERFORM TNE PROPOSED WORK. AL ALUMINUM ph 303-893-1990 iax 303-893-220A - - - ALT ALTERNA7E L LEFT OR LITER � SOIL BORING ------ 3. TNE CONTRACTOR SHALL SE RESPONSIBLE FOR N071F11NG THE APPROPRIAIE GOVERNING AGENCIES aT AMT AMOUNT LF LINEAR FOOT LEAST 48 HOURS PRIOR TO START OF ANY CONSTRUCTION. IF WQRK IS SUSPENDED FOR ANY PEftIOD OF APPROX APPROXIMATE LP LOW PRESSURE OR LI�NT POLE � GAiE VAL� TIME AFTER THE INITIAL STARTUP, THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE GOVERNMENT AGENCIES ARCH ARCHITECT(URAL) Li LIGHT , 48 HOURS PRIOR TO RESTART. - ARV AIR RELIEF VAt.VE LWL tOW 1�JATER LEVEL `f' EXIST SANITARY MANHOLE ; ASTM AMERICAN SOCfETY FOR TfSTING ANp MATERIALS , I 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NO11FYiNG THE TOWN OF VA1L FlRE RESCt1E DISTRICT OF ASPH ASPHAL3 � :�i EXiST STORM DRAIN MANHOLE � ALL STREET CLOSiNGS AND EXiSTiNG FIRE HYDRANTS TAKEN OUT OF SERVICE AT LEAST 48 HOURS PRIQR TO ASSY ASSEM8IY MAINT MAINTENANCE - - THE STAR7 OF CONSTRUCTION. ASYM ASYMME7RICAL MAN MANUAL Q PROPOS�D SANfTARY MANHOLE � AUTO AtlTOMAi1C MATL MATERIAL � 5. THE CONTRACTOR SHALL NOT1F1' ALL PU$LIC llTiLiTY COMPANIES AND DETERMINE THE LOCATION OF ALL AVG AVERAGE MAX MAXIMUM O PROPOSED STORM DRAIN MANNOLE � EXISIING UNDERGROUND UTILiTiES PRIOR TO PROCEEDING WITH GRADING AND CONSTRUC110N. ALL WORK AWWA AMERICAN WATER WORKS ASSOC. MECN MECHANICAL � PERFORMED IN THE AREA OF PUSIC UTILITIES SHALL BE PERFORMED ACCORDING 70 THE REQIiIREMEN�S �F MFR MANUFAC'fURER ►� TEE WITH THRUST BLO�K � THE AGENCIES. THE CONTRACTOR $HALL BE RESPONSlBLE FOR LOCATlNG ANY EXISTING UTILITY (INCLUDING MH MANHOLE DEPTH) WHICH MAY CONFLICT WITH THE PROPOSED CONSTRUCTION. THE CONTRACTOR SHALL PROTECT, AT 8C BACK OF CURB MiN MINIMUM �-+ BEND WIiN THRUST BLOCK ' HIS OWN EXPENSE, ALL EXISTING llT1LITIES AND BE RESPONSIBLE FOR THE REPAIR IF TtiEY ARE QAMAGED BFV BUTTERRY VALVE MISC MISCELLANEOUS UR NG CONSTRUCTION. BLDG BUIIDING MJ MECHANICAL JOINfi ❑ FIELD INLET COPYRlGHT 2003 B� BLOCK Th�s documenT is an�nstrument of serv�c6,and 6. ALL KNOWN EXISTING UiIUTIES ARE SHOWN IN APPROXIMATE LOCATION ON THE PLANS. THE ACTUAL BM 8ENCH MARK � COMBINATION INLET ag a��r,, remains iha property of the Archifect. ' LOCATION MAY VARY FROM THE PLANS, ESPECIALLY IN THE CASE OF UNDERGROUND UTILITIES. WHENEVER BMP BEST MANAGEMENT PRACTICE N NORTH Permiuion for use of tfi�s document is Irmtrod ` THE CONIRACTDR DISCOVERS A DISCREPANCY IN LOCATION, HE SHALL CONTACT TNE ENGINEER IMMEDIATELY. and can be extended oniy by„��,►a�a�.,�me�, � BS BACKSIGHT NA NOT APPLICABLE �Sl TYPE R 1NLET v✓�1h Klipp Col�ssy J�nks OuBols Archltscts,P c BSMT BASEMENT NIC NOT IN CONTRACT ��- 7. THE CONTRACTOR SHALL BE SQLELY AND COMPLEiEIY RESPONSIBLE FOR CONDITIONS AT AND ADJACENT BVL'E BEGIN VEitT1CAL CURVE ELEVATION NPT NATIONAL PIPE THREAD -�- ELECTRICAL LIGHT f'OLE " TO THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERF4RMANCE OF �fNE BVCS BEGIN VERTfCAL CURVE STATION NTS NOT TO SCALE - , W4RK. THE CONTRACT4R S�iALL PROVIDE ALL LIGHTS, SIGNS, 6ARRICADES, FENCIIVG, FLAGMEN OR OTHER � NEW PIPE IN S�CTiON � DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY. THIS REQUIREMENT SHA11 APPLY CQNTINUOUSLY AND NOT 8E LIMITED TO NORMAL WORKING HOURS. CB CATCN BASIN OC ON CENTER e EXiSTING P1PE IN SECTtON � CCW COUNTER CLOCKWISE OD OUTSlDE DIAMETER � 8. TOPOGRAPHIC SURVEY BY EAGLE VALLEY SUftVEYING, INC., DATED 12/20%1 WITN SUPPLEMENTAL SURVEY PROPOSED CDOT COLORADO DEPARTMENT Of TfZANSPORTAliON OPP OPPOSITE �� ��P� ! INFORMATION PROViDED AFTER. CFS CUB1C FEET PER SECOND OPT OP�iONAL tXlSIING 51KUGIUKt '� 9. BASIS OF ELEVAl10N: SANITARY SEWEft MH #80.8� INV. ELEVATION: 8312.o C1P CAST IRON PIPE -�-� � CJ CONSTRt1CTI0N JOINT NEW S7RUC7tiRE 10. BASiS OF PROPERTY LINE LOCATION: MONUMENTAiION SH01M�! ON SURVEY. CL OR C/L CENTER LINE OR CHAIN UNK PC POINT OF CURVATURE j� � CLR CLEAR PCO PRESSURE CLEAN OUT � gUSHfS, TREES � 11. BEARiNGS AND DISTANCES ALONG PROPERTI( LINE SHOWN ARE AS SHOWN ON 1HE St16DIV1SI0N PLAT CMP CORRUGATED METAL PIPE PCR POlNT OF CURVE RETURN ONLY. CMU CONCRETE MASQNRY UNIT P! POlNT OF INTERSEC110N -�:����:���� '4�x�`�".�%��Y�' ASPHALT PAVING CO CLEAN OUT PVI POINT OF VERTICAL 1NTERSECTION �.��:�,�}�,.�; ' CONC CONCRETE Pl. 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EXISTING OVERHEA� ELECTRIC U71UTY AND POWER P4LES FF FINISH FLOOR STD STANDARD � FG FlNISH GRADE STL STEEL -�•• --�• • DRAINAGE FLOWLINE ������11 . FL FLOW LINE STRUCT STRUCIURAL �� `,� ` FN FENCE SWNlP STORM WATER MANAGEMENT PLAN _ �������I FOC FACE OF CONCRETE SYM SYMMETRICAL " � ' '"" ' "" '�'""'� "'" EXISTiNG �ENCE `� FPM fEET PER MWUIE � FPS FEET PER SECOND PROPOSED FENCE CONSULTING ENGINEER JVA, iNCORPORATED F,% FT FEET T TEE _ ,'-, =; ' r;,,=,. � = ' ABANDOf�ED UTILITY Fi'G FOOTING OR F17TiNG TBM TEMPORARY BENCH MARK ' � � ` ` _ `� ARCHITECT'S PROJECT NU!!� TEMP TEMPORARY . :-;;`.%% -;�%�-,"•;;;'". `: QEMO (REM�VE) i1TILITY �� � ZUO�I .0�� THK TNICK ' G GAS TOB TOP OF BANK LiMiTS QF WORK �: GA 6AUGE TOC TOP OF CONCRETE OR TOP OF GAL GALLON _ CURB �� OONSOUDAiED CD'S JULY 21, 2003 ------------ EASEMENT LINE GALV GALVANIZED TOT iOTAL , CiP GALVANiZED iRON PiPE TW TOP OF WALL - - SECTION LINE G14D GROUND TYP TYPlCAL GPD GALLONS PER DAY ' � - - PROPEr�iY LINE/ROYJ GPM GALLONS PER MINUTE GRTG GRATING UBC UNIFORM BUILDING�CODE MATCHLINE G5F' 6ALVAN1LtU 51ttL NINt UGE UNDERGROUND ELECTRIC GV GATE VALVE Ui1L UT1LlTY ��g3?p`_� PROPOSED INDEX CONTOURS ����?��� PROPOSED INTERMEDIATE CONTOURS pRpy�,�; �,�µ H HIGH VERT VERTiCAL ,�.• .., HB HOSE BIB VC PO1NT OF VERIICAL CURVATURE - ���'�::,1 , : EXIS7ING INDEX CONTOURS HDWL HEADWALL � _ •- •••� HE HORIZONTAL ELl.IP�1CAl . � ` �y�� �T � EXISTING 1NTERt�EDIATE CONTOURS HNDRL NAND RAiL W WEST . �� ' " HORIZ HORIZOtJTAL W 1MOE OR WIDTH "f � '`�:;:. . PROPOSED WDEX CONTOURS (8Y OTHERS) HR HOUR W� ��{ •'•~�., ��. ' REVISK?NS: NVAC HEATING� VENIILATION, W/0 WITHOUT `,, PRJPOSED lNTERMEDIATE CONTOURS �BY OTHERS) AIR CONDIiIONING WSE WAiER SUR�ACE ELEVATION ' � HYVL HIGH WATER LtNE WW WASTEWATER LEGEN D NWY HIGHWAY WQCV WATER QUALITY CAPTURE VOLUME HYD HYDRANT DETAIL 1�TLE � DETAIL NUMBER IDtNTiFICATION X SECT CROSS SECTION SCAIE C1,p SHEEZS WHERE THE DETAIL , INCL INCLUDED . IS CALLED OUT ID INSIDE DIAMETER - INDICAiES SAME DRAWlNG ' 1N INLEf YH YARD HYDRANT f INSUL INSULATION YR YEAR DETAIL NUMBER IDEIVTIFICATION VA(L MOUNTAiN SCHOOL INV INVERT � _ SHEfT WHERE THE DETAIL IS DRAWN VQII, �oforado - iNDiCATES SAME DRAWING � Q REVISION NUMB R t�'fice Co�;� � � Genera! 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ARCHITfCTS, P.L ���\�������������� /�\/ /�\/�\/�\ �\/�\/ //\% �j/\//�// � /� /� /\//\//� �j/ / Member Americon Instltuta o4 Archisects /�\/�\/�\�� ;8" L1FTS MAX\,/�\/�\ �\//��, UND1STURBED SO!!. Wnter Squore, 1512 Lonmar Street �/��//�/�COMPACTED BACKFlLL//�/ / � SMAILER ROCKS i0 8E HAND PLACED SIDE SLOPE Bridga tevel,Denver,Colorodo 80202 \�\\�\\�\\�AS SPECIF1ED '�\\�\\ 5 �'`� FOR SLOP� STABILIZATION �/�j/////��%��%/��%/ /////�//� NEW BASE COURSE (IF REQUIftED) ph 303-893-1990 fox 303-893-2204 \\�\\�\\�\\�\\\\\ �\\�\\� TYPE L (D�=9"} �ENGTH = 4 x D� � \�/\�/\�/ /\��\�� -- /��//��/ ��//��//� �,`r�o,o RIP-�AP TO BE 4 ��) , � �; HAND PLACED B � EXPANSION JOINT s ,�, (SIZE AS NOlED) � TRANSITION SLOPE CLASS - B �SQUEEGEE) , , . • SPRfNG tWE o 1:1 {MAX) BEDDIN MATERIAL ����j���j , , • � F`9-��, ���/\��\ . .. j/�i// ... �o?, SEE NOTE 2 _ _ _, _ _ __, _ � / / \ � � ;,,,�,,, .... ������;\ � �//\�//\\/, �` ,;;`;"�;� GRASS � A PAVEMENT � � ��� >�,�,�,�, „ vi� � �;,;,, 30• COMPACTED FLARED END SECiION 6 MIN \ ' TOPSOIL GRANULAR BEDD(NG ` �SIZE AS REQ'D) �� COMPACTED BACKFlLL (TYP) -`�\ �\'� :;,:,x�:;'-� \� \� \� � MAlER1AL �� CONDUIT BEDDING {AS REQ'D.) RE�NFORCED CONCRETE PIPE ,.;., ,��� �, ,r,.,. �i�i� 8 MIN CONCRETE COLLAR 8 `\\\` PREPARED SUBGRADE i i i i i i ti"\'w.,,:r.s. \� :.....�..��,.,.,. M �\j% °�°=`�,u,:; ;,:�:V^i'`s � � FILTER FASRIC {TYP} '�����'�'������������� 3 � �` . . , ,,: � INLINE DRAIN 4 p � ""������ SllRROUND INLINE DRAIN W/ ' � ��� ='• - SECT10N SECTION A-A IN STREET 3 RADIUS ....,,,,,, ..,:-.�.�;�:�. :�,•;,.�:,,;� IN OPEN FIELD UNiFORM SAW CUT LfNE q TYP � '������� . ;� = �_ .p;�� �a�:; ;, :.., �y,,, NEW STREET ASPHALT / CONCRETE �� a,�� i'-fi" SQUEEGEE (TYP) -. ° ` `�-° -''� '' . ♦v�. :1�T.:�.��i: a�Y �A4�7�� Yftiw� \ BACKFILL FlNISH GRADE SUR�ACE PRIOR TO PAVlNG '��� 5 �"~"���s��t� '�,` ' r-�'�:';j�~�,~.� w�v,.,.' ,_� . � .K�:� ...ti..,,�. G �'\ti-'•J••�x`• a►Y'+•::�•r .'J•• ��'.�,.�,,:��t:".; ,,M.,s •. t�';��„r, C O P Y R 1 G H T 2 0 0 3 � I • I � A• ���� c�-�� SDR35~PVC HAND IST�NG This docvment ia an tnafrvment of serv�ce,a�d �2 EXISTING STREET SURF A C E �I I- � OF HDPE PIPE {ADS N12 _ _ SEE PIPE P�C E D ��p_ � � N N E as s„�h, ramoins fha property of tha Arch�teci �� BEDDtNG DETAIL E � '� � �I I�I I� , , OR APPROVED EQUAL) • :__.r�-, :. . . {SIZ� qs R A P f` L O P 4:t �1YP /�//� \ \ \ \ \ \ f w ` EXISIING BASE COURSE �� ' °- • - _ _ __ •� NOTEp`) . �\� / // // // // // ♦ � / ♦ � � � ♦ _I a a��,i��";„�p.,4" '�.•f.A''Y•i`:�::s�. / � j Permission fo ��'��/ � � � � � �� /C� �� � /C�� �� � ...;. .::+.� .:.•:. :.t l�.w�+' r .t�t� N� e r`�-�'w`�' .,.r"' . v r 9 ' ��^� �,t �^ °-�`;'"+•`t.;,"': �,�.,,, 'M��.,�'.,, r use of th�s document is limrtad �/� / \\�\\�\\�\\ �\� � � � � � � � � �F^ ' j� •;�`+,;tf.r.z.tr 1 rt..��r1-Y:y�:. �...w ...` ,��r� ~'.F wlih Kli � / �/ � � � '�r �, �y.., '�-� �"^^-r-_, and can be extended onJ b wntten o roemant / / / / / \ \ r ,/ / / � ; ;.:� .,:�;� •:?:���r" :,s' ��`�. ,.�' -�� ,:� .,f�..., � °7 .�,�� � � � � ,` � � � . � N OTES �=r w�. ��:�: r w .�. /\/\/ �\,8 LIFfS MAX\/ /\/ �� �_ ��' ''a.� "='�-=`��:=_. '-��-; AREA QRAIN COVERS TO BE _ .. •,',�_�.w,,._. PP Coluasylenks DuBois Arch�tacts.P.c \ \ \ ' � \ \ � ' ° � � NYLOPLAST 12 HS-20 RATED CAST �-����'�'"' ~�• '� \/\/\ COMPACTED BACKFlLL. \ \/ /���� i. MAX 2-18 OPENING IN ONE LOCAl10N � " � �. �//�// i ; � , / UNDISTIIRBED SOIL 12 BASIN .���- >�. ; �r ' � ,�� ,��\,��\,AS;SPECIFlED,�\� ��\,� 2. MAY BE 90' !N SOME CASES IRON H{NGED GRATE OR APPROVED EQUAL :��' {y _��-�t � �- � � � � •� � 3. DIMENSIONS TO BE INCIUDED IN DETAILED CONSTRUCTlON PLANS BAS1N TO BE NYLOPLAST 12 OR APPROVED EQUAL >�.�. �, ,, � ' ' ,� ; � •� � NEW BASE COURSE (IF REQllIRED) � ����-�• Fl.AREp � ` ' • " ' ` HINGED GRATE COVER (SfZE �No��ON � " '3.5°» STORM SEWER OUTLET ' ,�� ` '• . ' 3 8" ROLLED S1EEL 7READ PLATE p � I 1/2°X 1" GALV FLAT HEAD MACHINE SCREWS 12 ISOMETRIC VIEW � ° � ` ` ' � OIAMOND PATTERN VARIABLE SIZE � 2' OC COUNTERSINK FLUSH W/ PLA7E �•0� CIASS - B �SQUEEGEE) �/ ' ' ��- r.�opr. 3^ �or�o, vrri..� „ - SMALLEK t�Ul.IlS TU f3E I'1AIVp PLALtU � BEDDIN MAlER1AL �������� '• _. ••r . z TO L 12° OC �-��4 ST£EL OUTLET CONDUIT A S OPE�STABILlZATION ��D SECTION FOR �� . r ` , .� ��y , � C�� PVC FLARED END SECTiON � � ��!%�!i���� �,�%�i�i� `° ° a < " < , ` ° �° a �. = t C� o� {SIZE AS �lOTED} ).�/��� s ° Q � . � M . �� a Q a a. _ 41 tn r• � � • " • ' " . � a d �a ' ° .. 6 MIN ' . a � - - - " N �_ ti �. d a 4 d M d � a a , � a r e ` ° a a � � ` a •� Q. � d � � � � FILTER FABRIC (TYP) -�~ � � � �� PVC NDPE PIPE � NOTES: � 4<. . a ° 24 a ° d a a e a �_��� - SLOPE 1:1 (MAX) • , •a a d < a 7� ° L 1-1/4" X 1-1/4" i COMPACTED EXPANSION JT a. . a . : .-•ed• � a d a� =a �� � � " � � � GRANULAR BEDDING 1 L IF UNSTABLE MATERIALS ARE fQUND iN TRENCfi DRILLED AND TAPPED FOR t PREPARED SUBGRADE ��. BOTTOM, OVEREXCAVAlE PER SPEC a . ° • •< - �' a , MACHlNE SCREWS � 2 OC (��j� (TYPICAL) IAL W - x 4 CONCRE7E TO BE REl1EVED STANDARQ (HS-20} RATED � 2. 1RENCH TO SE BRACED OR SHEETED AS NECESSARY 8° MIN ;� FOR SCREW PENETRATION DRAIN AREA = 62.7 SQ. INCH 12" � '� � FOR THE SAFETY OF T}iE WORKERS AND THE PROTECiION OF O�k-lER UTILITIES WWF 6�X 6" W1.4 X Wt.4 WIRE MESH � � A 3. MINiMUM COVER 1$" BELOW FlNAL GRAD� ECT10N i2 CAST IRON GRATE 12 INLINE DRAIN _ SECiION 6-B STORM SEWER PIPE BEDDING DETAlL , SIDEINALK CHASE DETAIL 2 AREA DRAIN DETAlL 3 STORM SEWER FLARED EN� SECTION DETA�L 4 ' NTS C1.2 NTS C1.2 NTS Ci.2 NTS C1.2 � � ��'°L • ��"�'`�'� � o�� ,� A 2" DIAMETER TEI�PORARY HOLE FOR Z . } � � QRAlNAGE SHAtL 8E PLACED AS SHOWN � �' , „ , „ UNLESS OTHERWISE DIRECTED. THE HOLE � G � ��r1 � 2-0 4-4 SHALL BE PLUGGED WITti CONCRETE � , 24p DIAM CI MANHOLE FftAME & COVER GRQUT BEFORE ACCEPTANCE OF THE (NLET. B �� �� ALL AROUND WITH PC NON- SHRINK MORTAR SLOPE 2% NEENAH R-1706 OR EQUAL "SANITARY SEWER" - � ,�2p TO GUTTER 36n �!}�� ,��,�``' OR °STORM SEWER" IN COVER „ 409, 8° OC � � " � �'�� CEMENT GROUT � p ¢ 1 1/2 R 6-4 13'-4" 36 4-3 1/2 SEE NOTE 5 4�-�� 3'-5 1/2" 2 R Q 601 8° 5'-0"--�8" L = 10'-0" PRECAST CONCRETE ADJUSTING R1NGS �'-7 1�2" ^ 1" PER F00_ T � � SEAL Wf�tH RUB R-NEK PREFORMED JOINT GASKET ' B � � � � � '='� 24" MIN ' � a � �9 09 • �o �O 2„ CLR „503 - - --- ��11!!!!.1 ECCENTREC CONE SECT]ON ��-- d � �--- - -- - - ' - --` - - - - � � `�`J`111 1F ABOVE GRAQE ELIMINATE RINGS g �}° � 5 1/2 OC . ; lNLET STEPS � 601 � 03 09 ; 03 �• � a 2'_�� �J2„ a / „5�1 HEQ 2FO fi A� � 8"O C � ; �N�D fl ; CONSULTING ENGINEERS � • • d 5 1 2 O C 5 03 = .• P R E C A S T C O N C R E T E w » � ° p A o 0 0 o A i2" OC F A C E O F ;� ���T JVA,�NC ORP O R A T E D . 5° M i N T H I C K N E S S R 1 N G S A N D C O N E S W x ¢ $ � -� 1�2 a o o � o � 3" CLR � C U R B � ; � F A C E O F �� MANHOLE STEPS ' ' � � � T a 3° CLR ' � , CURB NEENAH R-1982-W •' � -- - - -- -- > = o o � - - - - � ARCNIIECT'^PROJE.C,T.MIN.�R. = 1- --Tr------ - � -- -- - - • SkAL ALL JUIN 15 WI IH '- � �? � OR EQUAL - -' -- - ----------------- � a . ;� - -- - - - - . - - - - - .- LUU"I .ULtS w �'' - RUB'R-NEK PRE�ORMED JOINT GASKET z a o o N ¢ � a . -�-- ONE 9 1/4 Sb a R ° a ��w MEET SHAPE OF Q : • , FLOOR � ' m � oo � 30 J ROD IN 5 INLET d ° 30 30" 3" EACH END.° NORMAL CURB �E ¢ ; D=48" MIIV FILL SPACE BETWEEN a � Q• -�� � ����-������-����� � TRANSITION°d d Q ° AND GUTiER HERE CONSOlJDAt�U CQ'S , JULY 21, 2003 ' i ' PIPE AND MANHOLE � d 8° iYP WALL -- ' GUTTER ' �'4 � �a I I TR�A�NSI�TION � WALL WlTH NON-5HRINK GROUT. � a ° NORTHING / EASTIN6 , a ; 3 > > REFERENCE PO{NT $ 402 ° 401, 11" OC NORTHING / EASTING 3 MIN ' �NVERT TO HE FORMED OUT �, �, ��T � � REFERENCE PO1NT � n CAST IN PLACE CONCRETE BASE '� '.• , ( WITH N0. 4 BARS � 8 O.C. EA WAY ' � a � PLAN OF TYPE 13 INLET 9"40C ��'i`�'�p��I` � 4 407, 9" OC B INLET PAY LENGTH ` P � QN UNDISTURBED SOIL OR :� � °O °D ° Y � TYPIC� PLAN VIEw _ � 1 �2 COMPACTED WASHED ROCK - �}03 � NOTES. . �° � .' SECTION A-A SECTION 6-B � . •.. .• �. , 1. GALVANIZE-CURB FACE ASSEMBLY AFTER WELDING, iNCLUDE STEEI. RODS, SPACERS AND _ ,� , � : . ' • NUTS p�• HMM � j SLOPE 1/2" PER FOOT g" ��� 8" MAX LONG BELL OR FLEX COtlPLiNG N� . 2. CNAMFER EXPOSED CONCRE7E CORNERS 1-1/2" VARIABLE WITH WATER STOP FINISH CURB AWD Gi1TffR CORNERS TO MATCH EXIS1lNG CURB AND GUTTER BEYOND CHECKm: �pT N�'('ES: 1. CONCRETE SHALL BE CQOi' CLASS A OR 8. INLET MAY BE CAST-IN-PLACE� 5. ALL GRATES AND FRAMES SHALL BE GRAY OR DUCTiLE TRANSIT101V GUTTER 1. SHAPlNG FOR SMOOTFI MANHOLE INVER7S PRECAST AND CONFORMING TO ASTM C-478 CAST lRON CONFORMING TO CDOT 712.06. GRATES AND FRAMES a ° ° MUST $E DONF BY FQRMING OR SNAPING � SHALL BE DESIGNFD TO WITHSTAND HS 2Q LOADING � a � 3. TAG ALL REINFORCING BAf2S WITN BAR DESIGNATiON AND INLET LOCAl10N NORTHING/EASTING 3 ��N• 2. CAST-IN-PLACE CONCRETE WALLS EDGES SHALL BE CHAMFERED 3/4 REVISIONS: REFERENCE POINT . p�2 BASE CONCRETE. � n 6. SEE PLAN DETAfLS FOR LOCAiION AND SiZE OF PIPE v „ 4. DIMENSIONS AND YV�IGHTS FOR TYPICAL MANHOLE RING AND C4VER ARE NOMINAL R BLOCK-OUTS WHEN APPROVED SHALL EXTEND 3. ALL WALLS AfVD BASE SHALL BE REINFORCED 1Mlli #4S � 8 OC � 2 ALL AROUND USE MANHOLE RING AND COVER MANUFACTURED BY D&L SUPPLY �B-5306° OR EQUAL A MAX OF 6° PAST MANHOLE OD AND BE EACH WAY REIN�ORCING BARS SHALL BE DEFORMED AND SHALL 7. WHEN BITUMINOUS MATERIAL IS TO '' SATISFACTORILY PLUGGED AND SEALED. HAVE A 2" MINIMUM CLEARANCE EXTEND TO THE EDGE OF THE GRATING a 5. ALL BARS 3" CLfAR MINIMUM. EXCEPT WHERE INDICATED FRAME, CONCRETE MAY BE DEPRESSED ' 3. CONCRETE MANHOLES MAY BE POURED IN 4. STEPS SHALL 6E PROVIDED WHEN 1NlET HEIGHT EXCEEDS 3'-6° a a � 6. ALL REINFORCiNG DEFORMED #4 REBAR, GRADE 40 STEEL UNLESS OTHERWISE NOTED PIACE ONLY WITH PRIOR APPROVAI.. AND SHALL BE IN ACCORDANCE WITH AASHTO I� 199 9. STEPS SHALI BE CONSTRUCTED AS PER PLAS7IC STEP DETAIL a 4 4 -� ° 7. REFERENCE STANDARD DETAIL M-604-12 lNLET TYPE R IN THE CDOT STANDARD �LOWLINE 4. ALL MORTAR SHAL�L BE MIXED WITH A TYPE 13 FIELD INLET fi 'fi� OC fi OC 3„ C� DRAWINGS fOR BAR L1ST, LENGTHS AND QUAN1lTIES TYPE II CEMENT. NTS C1,2 N��: 8. STEPS SHALL BE CONSiRUCTED AS PER PLASIIC STEP DETAIL Y�AIL MOUNTAIN SCHOOL 5. BENCH MUST HAVE A SRUSHED, NON-SKID TYPICAL END ViEW MANHOLE RING & COVER, SURFACE. SEC1i0N $-B T0�ESL CATED ATFiNE PIPE ARE 9. NORTNING / EASTING RE�ERENCE P41NT TO BE ON fACE OF CURB AT CENTER OF lNLfT VO}I, Coforada ^ TYPICAL PRECAST MANHOLE DETAiL 5 SAME END OF THE INLET � NTS C1•2 TYPE R �URB 1NLET DETAIL � � NTS C1•2 a �o Gtadmg k Drainage Detaifs � rn �0 1� Z�� Li/17d M O O n � N N � n � 3 'a � �� �.4 �_ U N � � � GRADIN� AND DRAi�!AGE DETAILS ' �, � � ti�.4 J�tV.E: NIJ N � / � � 1 ` . . � KLIPP COLUSSY JENKS DU$01S ARCHITECTS, P G Member.American Instituie of ArchAects WriterSquoro, 7512 Lonmer5treet Bridge Levet,Oenver,Colorado 80202 ph 303-893-1990 fox 303-893-2204 � I � EROSION BALES ARE TO BE; �NTRENCHED � 4" INi'0 THE SO(L, T1GHILY ABl3TTING CURB lNLET a N MANHOLE COPYRIGHT 2003 WITN NO GAPS, AND STAKED AND BACKFlLLED � AROUND 7HE EPl11RE OUTSIDE PERIMETER. ' 'I , :� ' '� ' 'I Thia document ta an Inalrumenf of serv�ce,an STORMWATER MANAGEMENT PLAN SWMP q � �' !������ � 1 � � �� osg��h, remti[nslhepropertyoftheArch�tact. �� �� (�_I���� � � Parmission for�sa of ih�s document is I�mit�d � > �j��� ���— ortd can be extended oniy by writfe�agreemant ' The proposed construction consists of a new school and afl associated buildings, athtetic facilities. parking and drive loops. and utilities for Vail Mountain School, �� �� wtth iClipp Colussy Janla DuBois Archlfacfs,P.c. located in Vail, Colorado. The total area affected is approximately 9.2 acres. The estimated sequence of construction starts is as follows: Q � a � � T�� WOOD STUD EXTENDED I1 II I � II� BEHIND CINDER BLOCKS , Begin Construction - Start October 2002 I � I Project Completion and Site f�estoration - August 2005 � � 1 AREA INLET — _ —I (I— 19MM-38MM The present site consists of developed land includi�g tfie existing Vail Mountain School, parking, and associated utilities. The site is befween Bootfi Falls Road and WfTH GRAiE - _ _ � � �� � _ � OPEN GRADED Katsos Ranch Road, nlong 170 North frontage Road East. Offsite flows are contributed to this development from the developed land north of the site, and have n � GRAVEL fILTER been accounted for in the storm sewer sys#em at tfiat tocation. Onsite flows are intercepted and carried to existing outfall pipes along the sovth and west edge , of the prope�ty. The storm runoff analysis pertains to onsite development and contributing offsite flows. A drainage summary report has been submitted to the ^ � enyineer ier !)se Tewe� ef Vail. Tl+o findi�ge ef khe enelyoio will �of bo ropoated F.ere. — n- — O � � ` O v �Application of these BMPs for stormwater management are for construction periods and are considered femporary. Post-devetopment stormwater management is � provided through vegetated landscaped areas and the storm collection system. � 2°x 2"x 3'-0" � � 12MM WlRE SCREEN RU� N CENDER � BEST MANAGEMENT PRACTICES FOR STORMWATER MANAGEMENT WOOD STAKES PLACED AROUND � N BLOCKS ! Nonstructura! BMPs will be implemented to the maximum extent possibfe. The utilization of nonstructura{ BMPs wilf be an ongoing process directed at preventing PERIMETER OF INLET erosion. The nonstructural BMPs will receive continuous emphasis throughout construction because they avert problems before they occur and reduce the need for ❑ OPENING TO PREVENT w ; � structural BMPs. MOVEMENT OF GRAVEL CURB INLET BLOCK AND GRAVEL DETAIL , • LOW VOLUME TRAFFlC AREAS ONLY � Nons#ructural BMPs wil! consist primarily of planning and scheduiing construction activities aimed at achieving the goal of minimizing erosion. Fur�hermore, � � � 0 ( � constractwn personnel will be insfructed and supervised in construction methods consistent with erosion preventian proctices. The construction access and parking � " w11 be graded and covered with a crushed stone base covrse during canstruction. All overlot areas will have the surface roughened and will be permonenfiy , landscaped in the non-irrigated areas or temporarily seeded untii the planned installations are completed. Seeding recommendations are provided below, but may � � be modi�ed to make the best use of existing grubbings and strippings. A ACCUMUTATED SEDIMENT Planned structural BMPs for erosion and sediment control are shown on sheet C1.1 of this set, with details on this sheet. Erosion and sedimentotion control - PLAN VIEW REMOVED WNEN SEDIMENT WOOQ STUD OVEf2FLOW consist of several measures to limit erosion. These grading with details on meosures should minimize nuisance silt and sedimentation exiting the site and prevent DEP1N IS 3�4 OF CINDER clogging existing storm sewers and street gutters. BLOCIC HElGHT. � 150MM MiN. � OVERFLOW EROSION BALES RUNOF� � The runoff generally proceeds from the north to the south. Thus� a sitt fence will be constructed along the east and west portions of the property. This ,��. •. . � � , temporary fence will remain until the landscaped areas of the site have been seeded and final vege#ation is established. The fence wll be tocated at the downhil{ ► � . -- - . � •� . side of the existin s10 es at the ed e of the east ro ert line alon the Ka#sos Ranch Road and the south ro ert line. 7he locations of silt fence lacement 19MM-38MM . . 9 P 9 P P Y 9 P P Y P RUNOFF OPFIV GRADED �� �`' � . ',�. � are shown on the Overall Grading, Drainage� and Erosion Con#rol Plan. The silt fence in the designated areas shall remain installed and maintained until the stornt �/ ° �I� sewer structures are completed. GRAVEL FILTER ' ��,��//� �' ;A .. FlLTERED �-4 �� , �\� 92MM W{RE ��''�' ;//%/��� ' RUNOFF , �jll A stabilized construction entrance wili provide access from the west, near the property entrance at Booth FaNs Road. ������\��� �\�\\�� SCREEN - � �°' a .' �� s d t w r s tem wi1! have a i I i��\�\\i�\\�% ��� �\i �i�\\\����\\��% � !I' ` � ' -� "' E a c h fi e t d i n l e t, c u r b i n l e f, o r a r e a d r a i n o n t h e p r fl p o e s 8 r m s e e y s a t e m p o r r y n e t s e d i m e n t t r o p c o n s t r u c t e d o r o u n d i t U t i l i z i n g o p p r o v e i n l e t ,������\���\� �\\ ���\ �\\�-�\���� CURB 1NLET � ''" � � protection. Details of the described erosion control measures ore included in the construction documents and shown on this sheet. '�`,�� `��� RU OFF `�` � ,�`\\//\``/ �- ' . '• � • . : V � , • ' • �� A se arate collect3on s tem has been desi ned for the arkin lot inlets which direct arkin lot draina e throu h a "Stormce tor" a aratus before inin the /� �� I—II I ��11�="II I � ��� I P Y5 9 P 9 P 9 9 9 P PP Jo 9 �, AREA INLET (, � L—� — 1=( �1 I� I—�I�l�--'- —I) outfall. This unit efficiently separutes sund and oil from the low flow storm events and bypasses the major events. ��I Items are scheduled to be implemented according to the construction schedule. As work proceeds, implementation of individual BMPs is to coincide with the CROSS—SECTION AA CROSS—SECTION DD construction thereby minimizing the exposure of unprotected areas. The sediment fence. inlet protection, and gravefing of fhe consfruction entrance will be � performed when the gradin9 begins. The groveling is to be maintained and extended as construction progresses. /G`�Q��' ���71y�`, U I ' r w1 v a ro e i 's o e aintaine `� • At the completion of tfie grading, o I exposed sod a eas I ha e the surf ce ugh ned and planted with a revegetation seed ma. Vegetat on i t b m d throughout construction by the contractor until areas are permanently landscaped. 1N�ET PROTECTION DETAIL 1 � � �� L � The inlet p�otection will be i�stailed as the s#arm sewer structures are constructed. The storm sewer outlets wiil have fiprap protection when the outlets are N'('$ C1.1 � constructed. The structura{ SMPs are to be �emoved, as the permanent landscaping of installotions are completed. � ,�v � CHEMICAL AND PETROLEUM PRODUCTS STORAGE _ �� � �v.�' The contractor wili store construction materials and equipment in confined areas on site from which runoff wll be contained and filtered. Materials will be stored i��/� • C���ti'` off the ground und protec#ed from the weather by a cover or stored in a container such as a van or trailer. An earthen dike will be constructed around the perimeter of the fuel storage area to prevent materials from contact with surface runoff. Equipment maintenonce wilf be performed in a desiqnated area and standard maintenunce procedures, such as the use of drip pans, will be used to contain petroleum products. MAINTENANCE �5,_ � ,�I�1rr1 The erosion contro( measures will be inspected daily during construction by the controctor. Silt fence, inlet protection, and strawbale barriers will be checked for o `J`J���� undermining ond bypass and repaired or exponded as needed. The temporary vegetation of bare soils will be checked regutarly and areas where it is lost or ��Ax�MUM� damuged will be reseeded. � CONSULTING ENGINEERS , At minimum the contractor or his agent shall inspect all BMPs every 14 days and after signi�cant precipitation events. Instollations and mod�fications as required ���P` � S�� JVA, INCORPORATED by the Town of Vai1 will be implemented within 48 hours of notification. �O � a i �_ T �Nc� �� � ARCH(tECt'S PRO,IECT NUMIBEf� �� PERMANENT STABILIZATION MEASURES Q�O��' c_ � � 200'I .028 The sod wilf be composed of lCentucky 6luegrass, Perennial Rye and Fine Fescue or a blend o# tall Fescue. Permanent landscaping wi11 include sodding, seeding, and / "�;�j o � trees and shrub p(antings by a seporate landscaping contract, y �, ISSUE The gross seed mix for revegetation is specified as follows: (�NSOLIDAIFD CQ'S JULY 21`2003 W W W W W �l NAME � OF SEED IN MIX � W W � W W � � � � . � � � � 0 � � �Y W W W W W W W ,~ N C eepsng�Red Fescue, Boreal 10% „ 1 1/2" - 3" ROCK ��c���`��`� ;� � � Crested Wheatqrass, 1MS 10� 1/2 - 3/4 FlLTER LAYER � ;, Intermediate Wheatgrass, VNS 10� �w M��• KentucKy Bluegrass, VNS 10% Orchardgrass, vNS �o� VEHlCLE TRACKING MAT SI�T FENCE INSTALLATION r Perennial Ryegrass, VNS 10% ' pRpWN; Red Top, VNS 10% FABRIC MATERIAL HMI� Smooth Bromegrass, VNS 10% N� S' (ANCHORED IN TRENCH) Tali Fescue, VNS 10� � �H�� KAT Timothy, VNS 10% 1. VEHICL� TRACKING MAT SHALL BE LOCATED STEEL OR 2 x 4 WOOD POST AT EVERY ENTRANCE/EXIT TO iNE CONSTRUCTION SITE. (ANCHORED TO FABRIC) 2. VEHICLE TRACKING MAT �NALL BE MAINTAINED AS NEEDED TO PREVENT ANY MA7ERIAL FROM BEING = R�' TRACKED ONTO EXISTING STREET. 4" x 4" TRENCH COMPACTED , 3. SEDlMENT AND OTHER MATERIAL SPILLED� DROPPED BACKFlLL OR TRACitED ONTO CfiY STREEf SHALL BE IMMEDIATELY NO ' REMOVED. ---- fLOW ' � EROSION CONIROL MEASURES �� SHALL 8E MAINTAINED UNT1L VEHICLE TRACKING CONTROL 2 I � � NDDESTABLSHED.�MPLETED N� ��•� TO BE REMOVED UPON - SECTiON NOTIFICAIION OF OWNER. VAIL MOUNT�IN SCtiO�L SfLT FENCE EROSION BARft1ER DETAIL 3 Uail, Colora�o N� C1.1 � .� � frosion Control Oetoils and a Stormwate� Manageme.nt Plon �r � 1� Z�� 11J1h1 ro M C� O N � N N � � � 3 'O 47 ,� ���� n ^ V � L�7 � v� i � 'tJ / - U N V � J � V . � KLIPP COLUSSY JENKS DUBOIS • - • - -- - __.- _� _.----�-' - - - • ` , ' • , . - � ' , � _._ ; . _. , . . . . < , . ' - ._.. . .. � ' f � t � ' ' �� •�` l �/� � ^ ^-r . . `' ` �\. ,J `' , �4'`\ y . � • \ti � >` I � / / \ ARCHI7ECTS. 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ENGINEER AND/OR OWNER ASSUMES IVO R�S 'fOR � - { � � :� ' ' ._ _ _ - - _ : � .: _ . 4 t`"% ' y , . -_ .._. ___ ____ .. ... _ ��a • •(/j� _ .. � `,, ..•_ ' uo�! _ _ - - ___ . __ _ , - -- _:_� .. -_- __ _ __ ._ .. _. --- . __.. . N O. ]� , ;, THE ACCURACY OR COMPLEIENESS SHOWN L � �� � ~ • � %•' ' . _ _ . _ -• - - � - _.. . _._ _. .. . _ _..._ _. ., � . _'::°` � �i - .. - � � . � ,,.3, .. `_ ' - - -- % " _ ' _ � . . � _�_ . � -- -- _�. .. __ _.. _.. __ ..._. x , � �U � : ' � =' - 45' BEND;' . .. ... . _ ' . ._. •- - . .. - --- ._ _ ._. ._ _ .... -- ._ _- _.. _ . � � . � � .. • "��` _ ' %,. � . .. INV 8328. -- . , _ : - - - _ _ _ V ._ . .._._ . __ ..__ .. _ _. _. __. __... ... .... . .. '"'-... .. _ _ _- - - . .. ._ _ . _ ' • : _- -.�__ =�. .".�. 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Y-��,t F� PROPOSED LOCAl10NS SHALL BE APPROVED BY THE OISTRICT °''�: PRIOR TO INSTALLAItON. . ,;, BOND BREAKER 4 MIL BOND BREAKER 4 MIL N POLYE71iYLENE P���n'�E SEE W-15 FOR SIZING °- ••�'�' i� + PLAS7IC(TYP) PLASTIC (TYP) o 4� EAR't}�ReE° DOUBLE 4�'BENDS TO NERTICAI_ 7HRlIST 6�OUC - SECTION SHALt BE lNSTALLED �COPPER A7ER�llN �E ENCH, {Fq��2 TO TRAVELED WA� • P.��1� �� � �� SURFAGNG OUTSIDE iHE MAINUNE VAl.VE BOXES AND NEXT TO ALL FlRE HYDRANTS. SEE W-��SIZING CAD-WELDS SHALL BE NIELDED AT All WATERLiNE JOINTS AND FlTZINGS ANO PRO- MINIMUM CUBIC YARpS OF CONCRETE D'�'�T 3/8' PLYWUOD FORMS HALLDTEST ON UCIIVITY OF 7�}iE PI ET AND 4'-0� SIZE BENDS APPROYEO BmDiNG TRACER WIRE OF PIPE 11-i/4° 22-1/2 45° 90° ARE�TO 8E � LOCATION TAPE TO � o S" 0.2 �5 18 N/A '/ ' BE PLACED 24" 2-1/2' / FOLLOWED FOR ��Po+� COPYRIGHT 2003 8' 0.2 0 5 1 8 N/A 7}��Ny^��p�-�pp� + ��... „ BREAKABLE FLANGE 36'ABOVE 10' 0.2 0 S 2.7 N A . AB�� P�PE � CONNECTION ��' :, �_� � ANY PROTRUSION 12" A80VE GROUND SURF�A E �~ Thls documenf ta on instrument of aervics,and / ti SURFACE e�s such,remains the propsriy of the Archi►acf. 12' 0.3 1.0 38 N/A � .� f ,'4 " �„� �TM B� •'� ,� ! Permiss�on for use of this docvment�s limited NA = N�T ALLOW£D , •,�y � '' ► ���� cnd ccn be exte�ded only by wntte�agreement ` ` ` ` ` � � wrth Kl�pp Colusay lenks DuBois Architecfs,P.C. SONO BREAK£R 4 Mil 4 : / �/,h/, ,�/ . / / PDLYETHYLENE \ PLA5TIC (TYP) �IWIMUM BEARING SEE W-7 (P.72) . PLYWOOD FORMS SURFACE AREA - � � WA7ER MAlNS TO FOR DETAlL BRING 10 GAUGE INSULATfD� MiiJIMUM 3/8' �. fT BE BURIED A7 7' 7' MINIMUM COVER. �PALL FIREHYDRANTS� NU1E� PIPE LARGER THAN 12' TO BE B�,�Q�,��� MINlMUM COVER VAWE BOX SPECIFICALLY DESIGNED BY ENGINEER. MiD GA7E FDRMS SHALL 8E 3/8' PLYWd�D USE MEGALUG JOINT RESTRAINT DEVICES OR QE� �� � P�N SEE SPECIFlCA710NS AND CONNECT TO MAIN SPECIflCA710NS V�� I LINE TRAC�R UNE SIMQLAR UP�N PRIOR DISTRICT APPROVAL - LOCAiION TAPE TO MlNIMUM BEARI G SURFACE PL3LY WRAPPED PTPE TO SERVE AS BDND AREA - SQ. Fi � WATER MAIN � BE PLACED 24' � • � IiAEGALUG o 0 BREAKER (i�I[IT TU WTERFERE �/ITH RESTRAINm o p o 0 0 0 0 0 0 0 JUItiTS> ALl SI�FACES OF THE RESTRAINED P PE OR ANY� ' � , o ' ° ° ° ° J�INTS SHALL REMAiN ACCESSIBLE AT ALL i• • • � TIMES AND FREE FROM INTERFERENCE DUE TO / PROTRUSION � ` - ,. - � , TURWT a�ou. wnor�cuorron . - -. •, y• cwvcmczc � D I.7 1 7 L 9 R C f 1 fiC R" i 6VIYV ORCARLR �i IL� �� VRAPPED, 4 MIL / � �POLYETHYLENE r • ,w ' , = . . ,�o 0 0 0 0 � o 0 0 ' 7HRUST PLAS�TITCCTYP) PLASTIC �TYP) � ` . ;' � ^ . •t. �'� •s Y ' o o VALVE B0� o �,` � BLOCK • .1 '.i�r "< " �,o 0 0 0 0 0 . .� � � •I �` O �00 O��_oy � �O� Y• I p 0 O O -•- . INIMUAI BEARING Z� �" � , .. � o 0 0 � • � . •• ��A� �A - O.D. PIPE �..j • � o0 0 ° o o DO NOT BLOCK FlRE � 4 .. S0. FT � _ : �- o 0 0 � o COPICRETE HYDitANT DRAIN NA7H 10 GAUGE INSULATED ' BEDDING, SEE , TRACER WIRE'�► '~ • ��� �R U� SPEqFlCA710N5 n B L O C K B A S E O R T H R U S T � � /.n J / / / � / BLOqC BASE BLOCK �,� �l�S��NRBED �-YVUOD FORMS BEDDING UNDISNRBfD MININUM 3/8' �A���- EAR1H GUARD VALVES F FlRE HYDRANTS �3'-6'� HYDRANT ORAIN PIT, � TEE - PLAN TYPICAL CROSS SECTION SHALL BE RESTi2A NED WITN MINfMUM--SQUARE 27 WBIC FT. OF � ,� 7HREE N0. 4 EPDXY COATED REHAR MEGALUGS TO TH WA?ER MAIN. flRE 1-7/2� OR 3/4'WASHED ROCK G � EMBEDDED 18' INTO CONCRETE WITH HYDRANTS SHALL E RES7RAINED � Q ENDS BENT 90 AS SHOWN MINIMUM BEARING SURFACE (SF) MINIMUM BEARiNG SURFACE (SF) WITH MEGALUGS TO THE GUARD CONCRE7E ANCHOR BLDCK FOR 200 PSI AND LESS �OR ZO� TO ZrJ'O PSI USED NIETH TFiRU T BLOCK3� MAY 8E � ,,. SEE TABLE FOR VOLUME � � BENDS � pR 512E BENDS 7EE OR � �!`</ � v \ �� OF PIPE o o DEAD END OF PIPE o o DEAD END j � , � ,y�� �j/�,\�j�\ »-�/� aa-�/ 45 so ��-�/ as-�/ as so �{YDRANT CLEBRAN{� DIAGRAM ,��;�y�\� � \ \ \�\` 6' 1.3 2.5 5.0 9.0 6.4 6' 7.6 3.1 6.2 71.4 B.0 L .~� � ��, ` � t_.� ������� ��`/%�i�i i� � \�'\`����������\�� �� 8" 1.3 25 5.0 9.0 64 8' 1.6 3.1 8.2 17.4 &0 THERE ARE NO ASOVE GRWND OBSTitUCT10NS ALLOMfED IN 7HESE AREAS ° �� � /�`�'/�'/�i�Ui`//�/�"iti'�� �����\�����a����`��� �o• �.s a.a �.s ��.� sa to' Za a.� a.z5 ».� ��.o 4 %/\�/\�/�/���//.z�� 12' 27 5.4 1Q 5 99.3 13.7 12" 3 4 6.7 131 24 2 17.1 - � \ \ \ �'� a d a ���/i���/j��/j��` ,s- 4.� s a ,s., �.e 2s.s �s• s a �,.s sz� a2 o zsa 7, � v d ' \/�//� 20� 7.2 14.3 2&0 51.8 36.6 20' 9.0 17.8 35.0 64 8 45.8 d �,������ FRONT---iO FEET OF CLEARANCE ` \�. `\�//- '��/ NOTES: \/��/,C///v �/\�%\�i'\Y\%���f�\/����7'/��,\r�/�\�� t. tdEGAIUG RESTRAINTS SHAIL BE USEU IN CON,NNCTION WfTH 7HRUSTBLOCKS. 10' 4' S1DES---7 t�ET OF CLEARANCE � �.��`\I ���%���i��i�����i%����%�����`/�: �Y�/ REAR---4 FEET OF CLEARANCE 2. MiNiMUM AREA REQUIRm mLL BE 1HAT OF AN B-fNCH MAtN �r \������\" \� /�yi��'�"i���>�i�����//.�%`�/%/� 3. ALL 1FiRUST BLOCKS SHAIi 8E FORMED. 7HE MIMMUM �. �i� Y�y�v� � ��,. ., , � . %���/ / `�„^\'�//�/ 7HICKNE55 FORM MATfRfAL SHALL BE 3/8 PLYWOOD a�� ����\�� ` , ABOVE---20 FEET OF CLEARANCE /�����/�/�(�� -�+T��� 4. BEARING AREA BASED ON SO1L BEARING � �_;��]. PRESSURE OF 2000 ib/sf VERTICAL THRUST 6LOGK DETAIL , C�N�RETE THRUST BLOCK DETAiLS 2 FIRE HYDRANT ASSEMBLY DETAIL 3 � NTS ERWSD DETAIL N0. W-18 C2.2 NTS ERWSD DETAIL N0. W-3 C2.2 NTS ERWSD DETAIL N0. W-6 C22 �Q�L � �✓�'� �� �� . � - � REMOVE EX1ST PIPE �"" . � AND COMPLEfE BENCH � C7 �.•. � , � GROUTING WITH HiGH . LOCAIION TAPE 70 � EARLY STRENGTH EPDXY � ,,�c.Q' � � TRENCH BACK FlLL �\ / BE PLACED 24• ��, GftOUT ?f�''�1� s �:I►�'¢�' ����� ,\�j�� asov� ToP oF Pi�E � RA1 SE TOP OF ALL BEDOING MA'1ERIAL MUST BE / � / /•' cowtPACTm To o�sTwcr �j'` �, �.. .. _. , , o.Q yj\/ � TROUGH TO i O" STMIDARDS SEE 8.13 /�� Q�?,o•. �z � '� :: `r��a • ��� SLOPE BENCti , AT OUTSIDE 0� �/j�/ '' °'• •, . .'� . ��j�� � � � 8% MIN � �' RADIUS . . � , ' � � �tATERi�NAL ��� + +`: . � . O p�.��� ' ' �/�. � � � �/� p`'Q•�I . .� / �"1R/l:/r.� COPPER `� �`, �� BEDDING � ' �1H ST H� VCP `J`J L t 11 � ��� �, �o�� • � ��� Z�►E ,, o�� �:�- IJNE / � OPI • ,� ..,.... � .. • t - UNDISNRBm/ `l/ ' ' '��j�� ' _ , �__ _ 1 � N '° � � CONSULTING ENGlNEERS sa� � ' .` ` ��� `•°r - ° ' Y� � p JVA, INCORPORATED . � . \ � /�v. �� ` .'4�� .. :Q'�a o \//� � Z � ���, � �• ` . •= . . • °�. �% � � AftCNfiECT'S PROJECT NUI�BfR �\�j ��Y� �Y.�Yf�,�.;�j�J\�j�i; �� � ` .,,,... .,�,�+ j .��/r- i...< . i� � � � � L W"I .ULZS PIPE SUB GRADE � DISPERSE LARGE ROCKS IN THIS ZUNE s• s• .� 4� �.�. MANHOLE �j� PROVIDED ROCKS D[1 NOT INTERFERE WITH , BUULDERS GREATER THAN 18' TO�BETREMOVED �pp ��n �y�pp �y�{� �(Jg-ptJ'� �pp�NG CAST IN PLACE MANHOLE BASE ��� CDS JULY 21 2003 , FROM BACK FILL AND DISPIISED OF OFF SITE. /1�1-RO�GiJ Wlw BOXES FOR CURBS70PS UP TO 1': s' shn.�wcE Posr- DISSIPATOR CHANNEL AND BENCH � MUELLER H10314 WITH 89982 LJD w�n� �• sH,�r oR PA1NT TOP 1' OF POST BLUE TO BE HAND SHAPED ANO GRADED NO ROCK ALLOWED GREATER THAN 6' UtDONALD �5601 WITH 5601L LID p��TM�N�p$��T BY CONTRACTOR i / FOR CURBSTOPS LARGER THAN 1�: � � �S LoCATION TaPE Tn BE ,��,� �UELI.ER H1Q314 WI1H 89982 UD WIiH 1"S�IAFT AND TM� r 12' ��/ ��` IYLER 6500 SERIES ENLAf2GED BASE�144809 OR BECPLACED 24' T� DEPTH RIGID STYROFOAM PLACED 24' ABOVE /� I 6� INSIDE DIA MANHOIE � INSULATION BOARD � INSULLA7ED PORTION �\� SEE SPEGFlCA7�ONS FOR \� PRE CAST REINFORCED .,. �,,,.,_ vanvr PTPF na eNv DURY IH1l.RIVGJJ lU DG OF TNG PIPC � - GOM('AGTOt9 ftC4UtRCMO9TJ � 'S I�eDONALD �5663 WI7Fi 5601L lID � GOIVG}CGTC MAIVt10LG DAftfCA �PT� DETERMNED BY ENGINE£R VARIES /.�/%��' tRENCH BACK FlLl' 4 PER ASTM-C478 DISSIPATOR CHMINEL AND OR PRUTRUSION �S � y BENCH TO 8E HAND ' SHAPEO AND GRADED BY ` : CON7RACTOR MItJIMUM � `TRENCH BAqC FlLL�� 12' \'�C \ \ \n.� /�/ DRAWN: H�� SEpERAnpN � �/�\ � �` • \�\ � � � tOCATIDN TAPE TO fROM � �j� �� � \ •2/ ABOVE PIPE OR ANY�'��'�+� ��E BENCH � 8% MINIMUM ^ CULVERlS '\ w � � NO RDCK ALLWED �j �� •: 18� MAX PROTRUSIOtJ24� � b �` , w . '�� � � GI�pTER . ♦ v �/ .Q�A p. � " • � �,R / . Z THAN 6 .� •. 9EDOING ZONE ` CH��: COMP MATERIAL DING\/ P�p•. O O�' •� \�� � 3 ay��• ~ J SEE BELOW ' ---- •- -... - - ' - ` -�''\ "�'`� ,5. o A�. \ \ PIPE SUB GRADE, STABIUZATION \/� ,/ � _. Y.+ t1NE . _ KAT °'0° �� . :>'�. ,\ \ •� 7 cov�t FoR ._--atow oiRECnoN �� �ouc+��ow _ _ - . � ; 0>4.'' „ �-' � � MA7ERIA�iF REOUIRED t �. LOCATION TAPE TO WATER MAfNS • '°" � `/ ..� � / BIDDING » g' ,; • • � . .�,� � ' � �''' � `• �� Zo�tE P�LACED 2a ABOVE BE BE PLACEO 24 7 TO FlNISHED GRADE I ��a� �o THE TOP OF PIPE OR 7'TO FlNISHm GRADE ' , , , y /� ,Q� '�9 ' `/� HIGHEST PRUTRUSION P PE OR AP OF �'OR WRB STOPS FOR SERNCE!lNES 8' MIN. , � , `, , � � s % W•�°�ti �:o' �%/\� TRENCH ZONES PROTRUSION , . . . ^, . ,r : , ; UNDISTURBED � . .._ • . , � ,' • o °a o e e o o e e e a o 0 � ,��� ', • ti PRE CAST MANHOLE BASE ` ,, , ° TAPE CONTINUES TO M�N. 12" COMPACTED/ ' ELEYATiON � AND FIRST BARREL SECTION sa� ,\� O4 .� ..pfl� ; .. Q;Q� /\/. WRB STOP � � ° � ��DISfRICT APPRQVED CAST MONOUiHIC PER BUILDING ABOVE 3/4" SCREENED ROCK ASTM-C478 \�/\��\��\��\��\��\��\�\ \��%\� 1/4 o D.. COMPACTED BEDDING � SERVICE LINE ��/�����/��/ ������/� � �\ 6" MIN � 3'MIN. ` PIPE SUB GRADE 10 GAUGE INSULAlED PLACE 3M LOCATIONG DISK MAX. COPPER TRACE NARE \ CORPORATION �� BURY DEP7H OF 6' TO FINISHED �, �`��� eA� �� ' \\/\ ti TOp GRADE GRADE BENCH O 8% MINIMUM � � o 6'MIN. 6'MIN. �/%�i � r ° 0 125• 1.25• � � �.. ��-�: �: . �. ,.��A Yv ' VAIL MOUNTAIN SCHOOL f�\� p'�?�•„ �� :' c��a • ��� , Z TAP AT SPRING � ' ` " ' �-CONCRE7E BLACK PRE CAST MANNOLE BASE ELEVATI�N �/ '' o`. '. �,-• '•, •9�j�i� � � UNE OF WATER MAIN BEARING ON 70 GAUGE �-r -'"- - -,__. �- � `�^ AND FlRST BARREL SECTION VQII C GENERAL N�TES� �pq� �/ /• -,_�;. ,.+ ti�'.. ;�k " �� , o UNDlSTURBED SOtI o INSULATED COPPER INV. ��ItJV. CAST MONOLJTHIC PER O�O�O�O /��i '<"' � •fl.� •' : "g ' •• � ., � ` � � ° Tf2ACE WIRE TO BE OUT IN ' ASiM-C478 � �ai � , o ' :� o e e � \ \ \ \� rROUC►+ ow uN�_ 1. C�NDITI�N �F LESS THAN MINIMUM BURY DEPTH ALLOWED ,Yj :. ,0`4' �•- ' � / /\/\/\/\/\ \/\/\/\/\/\/\/\/\/\/ RUN CONIINUOUSLY .• �i / / / / / / / / / / / / / / / / / � ONLY WITH WRITTEN APPROVAL FR�M TNE DISTRICT PRIOR T� CONSTRUCTIDN. �j` ~n' , � � Bm��HG \� \�� npE K{;pppER p�pg �� \ \�\��\��\��\�\��\��\��\��\�\��\�������\����\��\��\� TO METER WITHIN s , o.� . � Zor�E /�//�� '/ '/ '/ '/ '/ '/��/ /\/\/\//\/ \ \ \/\//\//\/�\//\�'�\//\/�\y�/�\/\ STRUC7URE FROM , a , � , , , s � INSULATI�N SHALL BE INSTALLED ON ALL PIPE THAT DDES NOT MEET � �� ': ��,�, ��, �\/�\/�\/� �\/�\/�\/�/ /\/�\/�\/ /\/�\/ /�/ / MAIfV UNE 1RACING •e' MIN. � ` - � , w � ,., -� MINIMUM BURY REQUIREMENTS ���• .' ' ��� ���%���%��j��%��%y������ �� �R� ' y ' " ' ^ U��YNIVIWr�• .�`S.� wi•�� ,. � \/\� �A ' � � � r �y H ~ . . $QU. v/ ' '' ' �" ' ` 6ENER/1� NOlES ' - � « , , `¢ 2. SEE SEWER AND WATER PIPE BEDDING DETAIL FDR �'�\� ao t ',.�A�'• '� ��Q°'a � 1. CURB STQP TO BE LOCAIED AT THE PROPERTY 11NE OR A7 7HE a�StIIS�.^ 4 t . � � o• 0 . � � MIN. 12' COMPACTED� g BACK FILL MATERIAL AND CQMPACTION SPECS. ����j/��j�`\y/��Y���y,,j��\���; � EDGE OF fASEAIENT-WHICHEI�ER!S CLOSER TO 7HE MAIN s/a' SCREENED ROCK � Utihty Detmis � 7/4 0 D., SET ECCEN1FtIC MANHOLE RIM SECTION SO TFIAT THE RIM IS ' 3, INSULATI�N SHALL BE INSTALLED ON ALL PIPE TFIAT s' MIN Z SERVICE L1NE I�RP STOP TO BE TAPPm AT SPRING tJNE AWAY FROM THE EDGE OF ASPNALT AS MUCH AS POSSIBLE. � IS WITHIN TWO FEET OF ANY DRAINAGE CULVERT. THIS p�pE SUB GRADE OF WAiER MAIM. � 21� � � �° APPLIES TO THE BOTTAM OF THE PIPE IF IT CROSSES 3. CURB STOP AND RISER ARE TO BE INSTALLED PLUMB AND LEVEL, �N E--R�GY D I SS�P ATER M AN H�LE 7 UVER TOP UF THE CULVERT. PIPE BEDDING Z�NE AND VALVE SHAFT EXTENSION SHALL BE INCLUDED ANO CEN7ERE0 � ' 4� FANISH GRADE OR LID OF VA VE BOX WH1 HI EVER S HIGHER NTS ERYVSD DETAIL N0. S-3 C2.1 � �ATER PIPE NSULATION DETAIL 4 WATER PIPE 6EQDING DETAIL 5 � NTS ERWSD DETAIL N0. W-19 C2.2 NTS ERWSD DETAIL N0. W-10 C2.2 �fATER SERV{CE STUB �UT DETAIL g N N�, �.3 NTS ERWSD DETAIL N0. W-2 C2•2 � � W- � � a v / U N �' � / � \ � KLIPP COLi3SSY JENKS DUBOIS ARCHITEC75, P.C. M6mber Amencdn inatMUfa of Archftecis Wnt4r Sq�oro, 1512�arimer StreeY Bridge Levet,Denver.Colorndo 80202 ph 303-893-1990 fex 303-893-2204 I ALL MANHOLE S7EPS I PLASiiC CAAi'ED MA INDUSIRIES RECOMMENDEO PRACTIC£- NOT _� , ,. OR EQUAL C O P Y R I G H T 2 0 0 3 � RF�I QRFTI• 1 PROVIDE 3' GALVAN12m STEEL VENT W/ L s Th�s doc�ment is an Instrument of sen�ce,and � WIRE MESH AND S7EEL CLHMP- VENT TO � as such, remo�ns the property of the Architecf � 3' ABOVE FlNISH GRADE i � Penn�ssion for�se of th�s docvment is t�mited � INTERIOR IIIAMETER TO BE 4' BISPERSE LARGE ROCKS IN THIS Z[]NE and can be e�ended only by written agroemeM � PROVIDED ROCKS DO NOT INTERFERE ViTH with KI� Col� D • �� BACK FILI COMPACTI�N REQUIREMENTS PP ssY Janb DuBo�s Arch�tads,P.C. � ' 8 ° BtlULDERS GREATER THAN 18 INCHES Tp BE REMOVED I FRUM BACK FILL AND AISPLISED i1F �FF SITE. � � � � f N � • 1 8�� � � e ' y NO R�CK ALIQWED GREATER THAN 6 INCHES � GENERAL NOTE , . � �_ '/\/ // • � ° 1. ALL CONCRETE WORK SHAL� COMPLY ( WlTii LATEST ACI-318 SPECIFlCA710NS �� 12, ��.��jl,�� � � ► APPROVED , 2. MANHOLE 1ROUGH SHALL HAVE A \•� SEE SPEdFlCA710NS FOR �• ♦ PRESSURE MH FRAME ANO COVER COI�PACTION REQU�REMENTS � F D Ai1NG � o��ryur, eAP�ROVED MINIMUM OF 2" DROP FROM ENTRANCE eQ� �i�� �roc�,�ru oenr n�� HS20 LOADIN6 RATE� OR EQUAL � �V� ��s jj���y�����y� I v � ruxvu� i.uur�arvu TI iROU011 CXIT Z•_0- v�iC� � �� = GREATER THAN 9', AN EXTENSION STEM Wlli BE ADAPTER F�R �EVENnON • METER REM�VAL �� 10 GAUGE INSULATED 3. FLOW CHANNEL TO 8E SHAPED AS TO t�NC a� cov�-s��ro .I ��i- REWIRED ON 1HE OPERATING NUT. THE � / TRACER WIRE C�N72NUED NOT ALLOW STANDING WATER FARALLEL FlNlSHED SURFACE -I` EXTENSION MUST BE SECURED 70 1HE VALV� � r� �nusE �2. ��� � OPERAliNG NUT. � • -�r.- s � �w��� FlAw Ol1T '- � N� ROCK ALLOWED • , � •� � • CURB S7U � �� e a . GREATER THAN 6 INCHES �.� � ��•� $EDDING ZONE SERVI UNE NUST BE • �j s� eaow DEEP TYPE OUTSIDE VALVE tINS10E VAULT ?Q . ��'9� PRE CAST ECCEN7RIC CONE ' \' 7 N RRE SHAIk. D0T V 1��E B O X L 1 D V A U L T $S M E R E A P P L I C A B L E � C O P P E R S E R Y I C�L I N E S S H A LL �� �AX' PIPE SUB GRADE. STABIUZA710N �/,�,,j,�\� �'. , ; C - PlPE 6� BELOW PROPERIY LlNE OR ` � � 4 HAVE SILVER SOLDER OR � Ya • � � INSTALL 1' D1AMf'FEit RAM MATERIAL IF REQUIRED ---�'yi\`�\�,�/ •�� �\ 24' DlA. IN�1LASED RMG ���� �NTS �7ER . I GRADE EDGE OF EASEMENT� t AND COVER j MEiER PIT APPlJCAPON N M 9• Ya OUC7ER RI GS, PR'O DENNER AND � ' ` ACCEPiID�EWAL R \� e DIAMETER RAM NECK ON � , ����i\ys��� %�.�/��/��i � v, �nNHa�s u�arr niaN ae�. t ' ( s STEPSiUOWN 0 co LIICATION TAPE TO ,� ww►� �o caucE iNSUU��o +;�' • '• , •.A ., , ,D tM 6, Z Z TRENCH ZONES j COPPER YNRE OVER VALVE BOXES " eT`� �, + . � D � t�i 6+ BE PLACED 24' PROVIDE SLACK ON WlRE ' • • ,� ( - ` / � _ AH[1VE ?IPE OR AN1�-� L�CATI[3N TAPE 7� A 4 � / ¢ .t ° PRE CAST REJNFORCED CONCRETE PROTRUSIUN I BE PLACED 24' , ,� , , ' " -'�`� MANHOLE BARREI PER AS1M-C478 AB�VE PIPE OR ANY '� i ',' ' i ,., t..•S D -..,� `✓ m � 5" MIN. ` PROTRUSION D � d 16" O.C. '. �T�'� �S , ryt , ,. � I D . ► � O � Q � M � e-,'' �' � ,,, + � VAULT SiZE AND SHAPE TO BE U N ALL MANHOLE STEPS , � DEiERMiNED �OR EAC�i SPEqFlC '�`' INSIDE LiP TO BE HIGHER ` ,. ` � . ' COMPACT SACK FlLL TO 98X STANDARO APPtJCAt10N � PLAS7iC COA7ED 4 ft QIA 'IHAN OUTSIDE UP MA INDUSTRIES � ' ''• `, PROCTOR TO SURFACE TO SUPPORT I LOCATION 7APE T� OR EQUAL • • ���' ,, Q�� BE PI.ACED 24' �` ,� � � VALVE BOX AB�VE PIPE OR ANY TOP OF BENCH p�pE PENE7FtA710N GA�CET � TRENCH BAqC FlLL �/� �y , ` • ; PRDTRUSION PLACEO IN CORE TO ACCEPT ��, ��� % /\ 1. 7HE Mf7ER VAULT MUST BE 8' FEET IN DEPTH AND 4' FEET MINIMUM IN WID7H. IT MUST HAVE HAND SHAPE AS � PIPE: KOR-N-SEAL. A-IOK. \�/\�� �� � ' ,,`._' /\�j\ t' F00T OF 3/4� ROqC IN 7HE BOTTOM OF THE VAULT. Z -�..2* NECESSARY AROUND ' OR EQl1AL � �pbJ�,O.•• <<> ,. ��p� � r Z :1��� � . ` � . f � VALVE BOX BOITOM 2. 7HE BACK FLOW PftEVEN710N DEVICE SHOUi� 9E INSTALLm OUTSIDE 'IHE VAtILT Bl7T CMt 8E � PIPE TO PROVIDE � � � •� '•Y. •, ''�+ '; `�4 Y���,' �� � � '' `�/' � INSTALLED INSIDE THE VAULT 1F!T IS AT LEAST 2' FEET OFF 1HE BOTTOM OF THE VAULT AND NAS a � DRAINAGE . COMPACTED BEDDING � . '-`:• _ - .• •^`� �� � ��•' •� �Y� ADEQUATE DRAINAGE TO DAYLIGtIT. IF A REDUCED f'RESSURE PRIt3qPLE DE1I1(:E IS USED, 'iHE DRAIN � 4 M1N. , �--�''� MATERIAL ,h, ,`;"�"� � •Aa- " ' ' � I \/�\� �� �� � , :�\\��� M U S T B E T W O T l M a 7 H E S f Z E O F 'M E S E R H C E U N E A N a M U S F R U N O U T 7 0 D A Y I JGHT. N ! ���f , ;�„S,: o . .' . \��\% `� % y PtPE DEPTH NO LESS 7HAN MINiMUM ' i i ;; FLOW � •p�' ," � BEDDING ���� '� GATE VALVE 3. 7HE LiETER AND BACK FLOW PREVEN110N DEVICE MUST BE MOUNiED HORIZONTAiLY. THE RfMOTE : t = `� �Q„p • ''' � ZONE ��/��• , • „�'�/\ N1RES MUST 8E Rl1N FROM 1HE METER TQ AN OBJEC7 WTSIDE THE VAULT: POST. BUIL.DING. .,,, r...,;_.•;-,,.f �� _ , �` ., 'i ,�•` �' 10 GAUGE INSULATED �%��% , . ��� P� �..) � � ' a PRE-CAST MANHOLE BASE AND i ; '�\�� COPPER WIRE TO , .,µ/ /. w . + . 8"�M1N� FlRST BARREL SECTION CAS7 � V . r � � FOLLOW WATER MAtN � �/;, ' ,, � ,, �� 4. VAULT SHALL BE PRE CAST CONCREtE AND CAPABLE OF 41ATHSTANDING HS 20-44 TRAFfYC LOADING . ,(�� � �, � � � � y : ,, • MONOUTHIC ASiM-C478 UNDISTURBED � �, f ' � \ \ ��/��! . ` , ' , .-/\�/ CONDIl10AfS iF REQUIRm 07HERWISE ONLY DISiRiCT APPROVED VAULTS MAY 8E USED. M1N. 12 COMPAC7ED 3/41 �:; • � '*• „«i '. _ . . • ; '• °. SaL �\��O� � ,,.Q�� ` ��.\ , �� � '� .j...fz:,�-r. � � SCREEMED ROCK �� �// � ��� f.,. r� ♦'s5"���•<'. ' 4 %y// -�I� . - . ' � . ' . `C/\/ - �• •• ;'.,'.�� .O �� ��\y �, �, ��`j�:v �/ �/�� 5. MIHERE PIPES PENETRAlE WALLS, USE UNK SEAL OR FlLi.ANNULAR SPACE 1MTH NON SHRINK '� � �j` �� �j�/�y' �/j /������/�����/���/�����������//,������� 6ROUT. \� � - \��\��i�/%/%�/��//,�/%�/�\��\��\ S. COAT ALL EXTERIOR VAULT SURFACES WI7H 81TUMINWS DAMPROOFlNG. 6 ft DIA / ff�,�z�_ No� �/ PIPE SUB GRADE M1N. M1N. �fi4 M1N,� i. VALVE BOX !S TO $E INSTALLED PLUMB AND LEVEL AND CEN7ERED ON 2" NUT 7. CON7RACTOR SHALL SUBMIT VAULT PIPING SCHEMATIC W/ VAULT DIMINSIONS TO DIS7RICT PRfOR A TO ORDERING MATERIALS OR EQUIPMENT P2PE BEDDING ZONE GATE VALVE AND BOX ASSEMBLY DETAIL , SERVICE LlNE METFR VAULT DETAIL 2 STANDARD MANHOLE DETAIL 3 SEWER PIPE BEDDING DETAIL 4 �,co�- ' �',�� � NTS ERWSD DETAIL N0. W-7 C22 NTS ERWSD DETAIL N0. W-20 C2.2 NTS ERWSD DEfAl1 N0. S-1 C2.1 NTS ERWSD DETAIL N0. S-13 C2.1 ��� �4v � . � � fE- '�� -�: � � � � � '��} '�`�-, �� r � � • � �J�� � �����,� �1�.11rr1 - LJ`'J�lii _ liVSERTION LINE CONSULTING ENGINEERS � INSERTION LINE JVA, INCORPORATED � THF (1SF' f1F Pfli YFTHFI FNF WRAP �f1R f'flRRf1CT\/F cnri c � PLAN ViEW _ �ct's ��cr Nu�+e� - 200� .ozs 3� M�". T❑ BE DETERMINED BY ENGINEER ' a•-o- . • SEWER lJNE ° FLO W ---�-- GASKET � ' GASKET CONSfltIDAiED �'S dUlY 21, 2003 .•n �v` PIPE fLOW � l, POLYETHYLENE � � ; , Tue� ��..,�,�-.,...�.7,,, .::�r...�,,,.�,_ SPRING LINE � ' , 22-1/2'IONG LENG7H Of' PIPE 3/4' ALL-1HREAD ANCHOR 80LT p�qs$gp�jp to be detern{ne , In fletd , ' i ; , PIPE CLAMP FlRMLY ATTACHED TO PIPE SiUB OUT APPL1CAli0NS (NO CLEAN OUT) SEWER JOINT DETAIL FOR BELLED SEWER PIPES �-- SHAU.HAVE A 3M LOCATiNG D1SK � INSTALLED AT THE END OF STUBOUT. STEP i c�N�R oF wrE eru►�a� ORAw?V: TO SE PLACED M UPPER H�� T� �� PLASTIC POLYETHYLENE THiRD OF SEWER MAIM � �OCATION TAPE TD TAPE TUBE GASKET KAT BE PLACED 24' plpE PROPERTY LINE INSERTION LINE • ABQVE PIPE OR ANY � ----------- - ------ ---- ---- PRDTRUSION 3�- d MIN. 6' STEEI, fENCE POST- ° T1E TO MANHOLE WITfi 3/4" LOCATIUN TAPE TO PAINT '(nP 1' OF POST GREEIJ REV�ONS� ALL THREAD AND EXP. ANCHOR. 8E PLACED 24' � � WITH EPDXY GROUT ° ABOVE PIPE [3R ANY \�` � /PROTRUSIUN 6EFOOT S'1EEt.FENCE�P TA�7 END OF ' ?��' � UNE TO 4 FEET ABOVE GROUND- � � ° MAk. PAINTW GREEPI _ �� a 4. PIPE CLAMP � �E�TIONAL ViEW R aa . . _ . _. _. _. � - _ '���;��;�� ���� ii,�. FLaW -�•-- J e � PLASTIC � 2� AVERAGE AVERAGE "d ° a TAPE p�T BEYLENE LOCATION TAPE TO PLACE 3M lOCA71NG DISK -�`' INSIDE OUTSIDE � e, a Q d c° BE PLACED 24' SERVICE LNE-SEE SPEdFlCAiIONS pppROX. 1 FOOT A80VE SERVICE � DIAMETER DIAMETER . . e a g plpE ABOVE PIPE OR ANY GRADE� 1/4 INCH PER f00T MIN. {�D BUT DO NOT BURY AT , + a PR�TRUSIUN A DEPTH OF MORE iHAN 6' � � . -. . . . -�• _.-• ... »: - 3' MIt3. " � �' `� �� ' � ' � y 4 " R�' `' t � � ' 120� - U�IL MOUNTAIN SC�l00L MIN. 12" OF COMPACIED�J� �• • • • . • • - . � . • + , 3/4" SCREENFA RQClC PIPE BEIL � �.,, �w i �/ �r� I WALL THICKNESS Y�]��, Co4or�do ELEVATIDN �� PVC CAP 30'^ •�''��, UR PLUG �, �TEP 3 EXERCISE CARE TO PREVENT PENETRATION 30' � pF PE 4RAP WITH GRAVEL, ROCKS, ETC. "' �-�+ r• �,�r,u �..,����,-�-� SPRING LINE NOTE� ANCHOR MANHOLES ARE REQUIRED f1ELD INSTALLATION - POLYETHYLENE WRAP � � WHERE PIPE SLOPE EXCEEDS 207G WHERE SPECIFICALLY REQUIRED FOR SDIL APPLICATIUNS fXIT1NG 7HE MANHOLE ONLY StEP 1 - PLACE TUBE OF POLYETNYLENE MATERIAL ON PIPE PRIOR Tfl iAWERING IT INtO PLACE ' MINIMUM SEPARATION BETWEEN NOTES: C STEP 2 - PULL THE TUBE OVER THE LENGTH OF THE PIPE. TAPE TUBE TO PIPE AT .I�INT. FOLD TAPS SHALL BE 18 INCHES MATERIAL AROUND THE ADJACENT SPIGOT END AND WRAP WITH TAPE TD HOLD THE �I. AS PER DISTRICT REQUIREMENTS: M ANCHOR MANHOLE 5 PLASTIC TUSE 3N PLACE. ALL PIPES ARE TO BE "PUSHED HOME"� USING Ut�l�ty Detals �t STEP 3 - OVERLAP fIRST TUBE L/ITH ADJACENT TUBE AND SECURE WITH PLASTIC ADHESIVE TAPE. NON-MECHANICAL MEANS� NTS ERWSD DETAlL N0. S-� CZ.� THE POLYETHYLENE TUHE MATERIAL C�VERING THE PIPE SHALL BE LOOSE. EXCESS MATERIAL � �� � � IN PLACE. �anY DRAWN UP AROUND 7HE PIPE SARREL, FOLDED ON 7aP UF PIPE AND TAPED WITH MINIMAL GAP WITHIN THE JOINT � M 0 � POLYETHYLENE 1l�RAP DETAIL 6 SEWER SERVICE CQNNECT�ON DETAIL , SEWER �IAIN �i01NT DETAIL 8 N N � N7S ERWSD DETAIL N0. W-12 C2.2 NTS ERWSD DETAIL N0. S-12 C2.1 NTS ERWSD DETAIL N0. S-19 C2.1 m � a � h � 2.4 � U N � � Lil / G� 3 v / u N v / � \ •` � '•, r � ` �` !� '� �A _ ' •�` , =` „ � `,�.., i4 , i �+ � r� r ` ,l� . ` _. • � r • .". . »� t • . .l ., � . , •t v � . . +, ; t � � d ,`,4 ` y i •�'`'•' r'� `: , . , ` , ', , . - � • .._ - � , ' - . 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' � � • s � ' ; S , . , , , , � , � _ _ � _ _ __ , .,_ ___ . _,,, __ ._ .. . _ .� ___ ..,...�. - -_,. _ _ _ ._ ,--- .. .. ° _ . _ , _ _ _ _.__. . + _ _. .. ._ _ _ _- _ _. . _. ! _ ' .._ . ____ _ . _ ..._ __ _._._. _ _• -- � .__ ' _ . _ _ _ __.._.. _ . ____ . ,.._. _ _ .. _ .; w . , � , � , � ; PVI ELEV 8 38�04 ; �, � _. ` ` ; . _ ; , : _ ._ - - � . , ' . , , � � � ; � ' ; , � � , , . � , ; , q;D. - 1. ' . � ��� � , . ; � , � �' ;� ; . , ` ; , � � , . � ; ; , ; �yry,�, . _.. , a _ . . . _� � . _ - _ . .. : . .1... _ _.-.._: _ , . ._ , . , - - 3.- _ , � _ . . . . ... .. � .. .s v - ' .. �/ _ _� ._ �/� _. _. : ,.. . . .. : - . � .-. « -_ !.. . . _ ... , _ � .-.� . __ -.. __. , � � - � - . 1 _ , _ �_ ..., . .. � -'' _' ; _ - ' , ' '- '.. �" - .. - - ._� _ ; . _... _ REVIJIVf�J. � � '�� � � � i , ` -i , (' f� -`�20 `y�� ;� � 'ti � -r• � � , i , . - . :- -3 : ; � . � , , • , • . i � • r + } � , �/� . ; . ; : _ _ __._. , _ _ _ , _ , . _. F __, ' _ ; � _ � _ : . ' , _ . 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' s , ROW C/L ROW KATSOS RANCH ROAD �ROSS SECTIONS a��' HMf� SCALE: HORIZ. 1°=20� VERT. 1"=5' - CHECl�ID: KAT REVI�ONS: 1�AIL MOUNTAIN SCHOOL Uail, Colorac�o � � , L Q "' Katsos Ranch Road SecGo� and Details � � �klly 21, 2003 � M C7 O \ V 1 CT 3 � � a i - U N w _ a � i' � � U / U N � / � ' CURVE TABLE � LINE TABLE CURVE LENGTH RADlUS CHORD CHORD DELTA LINE LENGTH BEARING BEARING LENGTH � L1 2,63 NQO'13'97"E Cl 38.41 25.00 S42'47'14°E 34.74 88'Q1'36" L2 3.17 N48'03'24"W C2 3.81 5.00 S26'13'S6°E 3.72 43'38'S6" 13 7.87 N8875'43"W C3 109.76 75.00 N46'20'05°W 300.23 g3•51'�5" L4 23.44 S87 33'05"E C4 49.16 25.00 S3i'S5'48"E 41.51 i 12'39'S0~ K L I P P C O L U S S Y J E N K S D U$O I S L5 16.98 S24'29'47"W C5 23.75 20.00 S58'25'31"W 22.38 sg•02'48p A R C H I T E G T5. P c, L6 333.40 S87'32'49"E C6 36.44 100.04 N77'O6'44"W 36.24 20'S2'43" L7 16.42 N12 33'05"W C7 3.18 2.00 N21'05'17°W 2.86 g�•�p'�4° Mem6er.Amencon Inshtute of Arch�tects L8 6.05 S87'33'05"E C8 41.14 81.00 N50'S7'13"W 40.�0 2g•QS'Qp" w�rte�sq,�a.�, 1512 LaNmer Street L9 i.22 S02'09'S6°W C9 93.56 119.00 S5$�5'39"E 91.17 45'Q2'54" s.�d9@�,,,ei,oe�„e�,coio,,,do so2os L13 0.93 NU2 09'S6"E C10 3.67 2.00 S39'56'55°W 3.17 105'DQ'00" ^'� - ' �` •� � � -' � • � �` ' -- " � ' k ''�"y .,..-'" . � _ � j�'•.�`.. 7;�:_; :: . , i``\ . ..�� . ,, � � . .. . 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' ' - l� , BUS SH ELTER ----- -_._.__ ---------_--____,__ .�...._._:.�_h.> ,.�.,.M_ __ �'�. _.._ . __._ . � � ...-�� -.. , ,, _ _ � ,48c�� - G51 f �_ ` CHEC!(ED: ; ` ',., �2 , , . -------='_--�__. --.__- ,"._ ._ , , _,_ � � , . �.:.:~ .9 1 �- -_ _ _ -, KAT -N$7-3�.,3� W .€ � N90058., CONCRETE _\.. � . . , _`""- ;---=__-------=_'_,_.; � � €� € � � 5p C 1 CURB & GUT7ER _'_ _ _ � 4" WNIi'E --=.::�`�_ ' _ .. , � , � . , , , , � -;=-------- 4 CONC , . ._ '� � c�, � f = , . f . , STRIPE (TYP} � , °° 943.34' -�,. -- , _...__ � _.__�---__--- .» ?F * � � , ; �s.o = � 29�w ; r�s�rs� • _ , � , ,7 � . � , , , , : , . , � . > , , 4 - --- � � >• t .. _ � ' o � ' ' ' . ' . + ' , � , ` , . . ; � , � � , . , � , � , CURB RAMP t -----_._.,_------- .--__.----- I�' --- _ , , ' • e , . ; , , . .r ' . � ) C4.1 N30057.65 364.20� '� ' '�- -`----------_______ CONCRETE ' ` - � - __ , �, • ' ' , : ' 1� --- ��4., .. _._ _ _ . .,._._ . , . _ , � . . � . _----__J CURB & GUTTER - � � , . 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(� � v _ I N � - , HORIZONTAL COf�TROI PIAN ��.o � C4.4 SCALE: 1�=40' -� - � � � � � ._, i � y y y KLIPP COLUSSY JENKS DU$OTS y y + �,9'!"/,L�s ARCHITEC75, P.0 �` � y � y .v /� Member Amencpn Instit�te of Arcfillecls � Wnter Squdro, 1512 Larimer Strcet y Brid�e Level,Denver,Colorodo 80202 _ r y '�� ph 303-893-199U fox 303-893-2204 �P���o WALK DEPRESSION ���� ATTACHED WALK 6�O • I � 2�_6� " y y o y DETACHED 2'-0" ATTACNED „ - ;�, y y WALK y " Y y y y y 4-1�2° WALK 50:1� y �2:� 'v ^ SEAL EXPANSION JOINT W/ MAX MAX ���� " -'k POLYURETHANE JOINT SEALANT 12" ' Z-0 • �L OR . 1" / FT �+- 1/2" DEEP X 1/4° WIDE �I8~ R o '��` I � •� .° ,. .a'i'��rr L ' � ' � � ,�, (p �f1•.` l� ` �, . ' - d • �.�-'',::• � tD " •' �, % '� 1/4" PRE�'ORMED NON-EXTRUDING AND �6� b , ^^% y /��� _ `. "�a', ,�" � • • � ' � • �.tl�'� . ' RESlLIENT TYPE JOINT MATERIAL TO ��'�''-4'-0"��6�� „ y DETACHED WALK COPYRIGHT 2003 � ,�____ - '.•. • ' MEET AASHTO SPEC. M-213. „ This docvmant is on inatrumenf of service,a�d � . . 1 ' `'• ' . ' , • „ •� CORNER y y y as such,rematns tha properfy of tha Architect. �-�, b / • •� �. . A < y Pertnission for�se of this documenf ts limlted 2 R //\ /�/� � /�/ `" •! " y y y .�2^ ond con be extended only by writfen ogroemarit ��o �� ���j� �i�\� / � y y � pp Colussy Jenks DuBoie Anchttscta.P.0 �� f � n SPILL GUTfER TO W''+'�' s� o• �� 6 COMPACTED MATCH SLOPE OF 12:1 MAX „ " 'S- Y °��'ti �' � SUBGRADE , ADJACENT PAVEMENT � ' , „ x y � � 9'� 2 CURB AND GUTTER EXP JOINTS EVERY 100 MAX AND y 'y �,, �`l= ; . WHEREVER SIDEWALK ABUTS EXISTING „ y �p, - ' CONCRETE STRUCTURES {TYP) - SEE PLAN " • SPILL GUTTER TO 1'-6" y y 6'0 - �l � MATCH SLOPE OF EXPANSION JOINT DETAIL 2 y � :1 � ' ` ADJACENT PAVEMENT 1'-0" t�T3 ��,o ATTACHED WALK � ��o M1D - BL�CK A B �-i��` � ��p � �- ° � -�` / r � 1° FT "' Z � � d �-- � 4 ° a da. .r, "y- ' . ` r ,�� -� ��,+.� ' ' �... ' ; x,i N v 4 � t ��._rt'_,fw r+�l�F�ti�Y, ��� 2�. �F. .�.��i' - v,Aiti*W,�l•tl>�'•���+'.x�,yell�l .1��'r '=�t���; 'I4 ! f'} a • � � .V `s�, .�' f.r�'- ,O-� Kr` -a-•'.�*�°.S•i. ` I A y � �r ":4, )-'- "'e.�;�:* i`'++, - ����"�=``r.' e e 'w s ,f -r'jv: ,4.:. �`�`• �%i,. 'cr - s � .�.�`.� •i�` „' > •�-%'_ ^1" .s�.k.��� �i' �k t i•\ .�l� U ,qti � p ��� .1>�r, _ `..iti` ,l �.1�. r.)r'� \'^. �lu� t+V w� p�1 ♦C..�n'� t� ... A4, .:�i! � 'Y _ ^� � ,_ ° � _ V,�"C �=�_� ; 4�...�_.,; ,5:. _ „r �'; - �r` , �.�'� 12:1 MAX 6� y , N � ��� N` U�.�T�� -� ; :� Y��;:� ;.5�#'.�:1�L�h�,�:��ER.: �:;� � • "•� � .L�. � li� „1�.�.. ` . . p ,`,i _;�'.i' _ �� `ti°��;t - ^, -�, J' �.> , ,-,,'.. ,_. . :,',. ,,. �-� Za I� � ,•.{2:%ix..�, NXT, `��=1.. �;ri -�t><` '.':.y.i:,��'�v�.�.�r`yi:'Yi#yx,.`"rz �rA;..{.i y.J}s,�� - :��'. / .Y o _ s�;,� .;.; -_;- ,,; V.�;,�•,� ,� ;�;' ���;�_ �;E�;:t :., �;..,.;.. <<; -�,` �,� � , WALK TRANSiTION 1.:� 4:` ,t�`a��, .•y�oj• ;:` ;'t�=:,,��` >-c:¢ ��15��- af i`'i;y°,,••;Y'°,�'i'.',zi:.Rr' A 'r<'' �\�i/� a1 � • ,',.;� , ,`,�;:, . °� �,,. ; .'�,,.•,`.��; , ' � :, �.,�� ;:_ .s.r:,.- ,���, -'; / ` SPILL GUTTER TO O wS, -�� ;<iat`�:- +.� ` Y'`" ,3''i.,-�y';'; ';,7.C`� '. Ye 'i:'..�'�}, .i����� ,w), _;�ti /\ y '/ � > . .s`�t..:- • y ,.Y• �� ;,h. :;: ��•:�; ;<=°; =�'�•i'" ':; � MATCH SLOPE OF � ��� ,. ,��; -'�.�• _.,,�.�-� :�,�;.�. .,� ;;,�.� _ �.z 6 COMPACTED f • SUBGRADE ADJACENT PAVEMENT , A 2'-0" NS{N 2'-0" MIN B � n 1' CURB AND GUTTER ��8,. RAMP 12:1 MAX � � 10-0 MAX GROOVE JOINT 1/8° R {TYP) GUTTER SIDEWALK WIDTH VAR�ES 5'-0" MAX 5'-0" MAX � » SPILL GUTfER TO � 5-0 MIN gACK OF CURB 3/4� , .e. , . CURB � . � . .a e ' •' ' r � ' 0.08 (1') , MATCH SLOPE OF � - ' . ' 6 rTypl Y.,• • - • • , • :i,' ';�= - .� � � a ~�' n \ J � , • .'..�r ..,�� � ' . . 0.16 (2�) � ADJACENT PAVEMENT • . � '� .,' .•' _ . ~, � . , , . .4 . •y. �j �C 1 N ��• � �+� � +~ � �*• � � r ,e ' • - a� a : SECTlON A---A SECTION B-B FLOW LINE ' TYPICAL RAMP SECTION CONTRAC110N JOINT NO : NOTES: ' N � CONTRACTION JOINTS AS INIERVAL TO MATCH WIDTH 1. THERE SHAU. BE NO L1P WHERE TliE RAMP MEETS THE GUTTER �� 1. CONCRETE SHALL BE 6 SACK MINIMUM CLASS °A"- OF SIDEWALK (TYP) - SEE PLAN 4000 LBS/SQ. INCH AT 28 DAYS W/ FlBERMESH 2. CURB RAMPS SHALL 8E PROVIDED AT ALL CORNERS OF STREET INTERSECTi0N5 � 2. SUBGRADE PREPARATION TO CONFORM TO CONCRETE CONTRACTION JOINT DETAfL 3 AND AT "T" INTERSEC110NS WHERE THERE IS EXISTING OR PROPOSED PAVEMENT SECTION DETAIL SIDEWALK AND CURB 3. FOR JOINT DETAILS SEE THIS SHEET NTS C4.0 3. RAMP Sl1RFACE SHALL HAVE A COARSE BROOM fINISH WITH GROOVES CURB AND GUTTER DETAIL 1 PLACED PERPENDICULAR TO THE SLOPE AT 12" INTERVALS i NTS C4.0 4. CURB RAMPS SHALL BE POURED MONOUTHICALLY WITH THE CURB, ��pt, • •Uf,�,�l� + GUTfER AND APRON. CENTER RAMP TO BE BRiCK COLORED CONCRETE � WITH EXPANSION JOINTS, PQURED SEPARATELY :�� �* 5. RAMP LOCAiION SHALL BE SPECIFIED ON i�HE CONSTRUCTION PLANS, � - n R A M P A N D W I N G S L O P E S S H A L L N O T B E S T E E P E R T H A N 1 2:1 � ' o �URB RAMP DETAILS �. - �o ���'� � �� .� NTS c4.o � ,��" �1�,� � ����.�`�� BITUM Sl1RFACE COURSE (FULL DEPTH) � Il11rr1 `J`1`Itl ~ N COMPACTED SUBGRADE GUTTER ROWLINE � CONSULTING ENGINEERS SEE HORIZONTAL �� JVA, tNCORPORATED ' CONTROL FOR �3 �nm�m-�n rninm�vr �IIIIIRT nrt�,nu��i� rrtwwi nuMOCR. IN ItKStC I IUN CUKF3 APRON SHALL BE POURED "' ZOO� .OZB 0 RETURN RADII MONOLITHICALLY WITH � �' .� , , ,� , . . , , . , ,,. . � . CURB/GUTTER/WALK AND l �� � : ,, • . , . , - • SHALL BE A MINIt�UM OF Q� (SSUE: �- ` � � N . '.� ; A. ': � � " '•� � LIGHT DUTY ,� s" ��cK ca�souaa�o �°s JULY 21. z�3 � . _, �.a. ' .; ' • • .' '.° •'` . . �.. ,� , � �°• NOTES: � � � r ��• • 4• / � � 1. LIGHT DUTY FULL �EPTH ASPHALTIC CQNCRETE FOR i -� A � PARKING AREAS . ,F� �Q, 2. COMPACT SUBGRADE TO 95� STD PROCTOR (ASTM D-698) / � � �COMPACTED SUBGRADE f2% OPTIMUM M0ISTURE CONTENT USING ONSITE MATERIA�. /�. . - � • - • - - � -- • - • • � • .� � 3. AL 1 tKNA I t F'A1f�MtlV I �tG I IUN: 3' ASF'HAL I t'AVtMtN t UVtK - ' � GR055PAN 6" CDOT CLASS 6 BASE COURSE _ BITUM SURFACE COURSE ° A „ •� •��\ \ \ 2% SLOPE . � 1/2 EXPANSION \/,\/\ Q : `° . , �"--- fULL DEPTN) FLOWLINE SHALL BE TflOLED ALONG ° °° ° � a a ��� HMI� NOTES. • JOINT MATERIAL ' ��/� • a ° a 1. USE CONCRETE PAVEMENT FOR SITE SIDEWALKS N CURB FACE BETWEEN PCR S AT � � ��, � DOWNSTREAM SIDE OF INTERSECTION d • . ,�/:�,\ \ 2. COMPACT SUBGRADE TO 95� STD PROCTOR (ASTM D-698} � CHECKED: XqT 3� OP1iMUM MOISTURE CONTENT "' 8'-0" Q 6" CONCRETE i , „ 6° COMPACTED SUBGRADE CONCRETE PAVING SECTION DETAIL � x COMPACTED SUBGRADE 4-° N No�s: �,��,�. NT� C4•0 � + � �. �. '~ �.r ' •• �` :: ai� i'=� ` � ��° � `'' y =� � ` .�=' '' °O 1. BASE TO BE UNIFORMLY COMPACTED TO A MINIMUM 95� OPT1Mi1M DENSITY. � . , . . •... p; .' •; '' �f .»r„ 2. UNREINFORCED CONCRETE TO BE A MINIMUM OF 4000 PSI COMPRESSIVE STRENGTH. � SEC1i0N A - A 3. FlBER MESH REiNFORCEMENT SHAIl BE AT THE RATE OF 1.5 LB/CY. � NOTE: " 8 FOOT CROSSPAN - NflTES: HEAVY DUTY 1. SEE THIS SHEET fOR CONCRETE JOINT DETAILS � �' CONCRETE BIKE P�TH g 1. HEAVY DUTI( ASPNALTIC CONCRETE FOR STREETS AND NTS C4.0 ONSITE DRIVES 2. SEE THIS SHEET fOR CURB RAMP DEi'AILS VAIL MOUNTAIN SCHOOL 2. COMPACT SUBGRADE t4 95� STD PROCTOR {ASTM 0-698} 3. EXPANSION JOINTS ARE REQUIftED AT PCR�S V41I, CflI0fOd0 f2% OPTIMUM MOISTURE CONiEN t USING ONSITE MA�ERIAL 3. ALTERNATE PAVEMENT SECTION: 3" ASPHALT PAVEMENT OVER 4. CROSSPANS ARE NOT PERMITTED ACROSS ARTERIAL/COLLECTOR STREETS .- 8" CDOT CLASS 6 BASE COURSE � ASPHALT PAVING SECTION DETAIL TYPlCAL INTERSECT��N CROSSPAN DETAIL � �� 6 � NTS C4.0 ^ Nrs C4.0 � Horizor�al Control dc S�te Oeials �v `� � Z�� � � 0 0 �� � N N � n a i � � � HORIZONTAL COt�TR�I & SITE DETAILS � 4.1 �: �C4.1 SCALE: AS NOTED W / O' r U / v N V� � "'� KEYNOTES - . ABBREVIATI�NS Note: Abbreviations for "t1.X" series drawings only GENERAL LAY�UT N�TES GENERAL GRADING/EARTHWORK NOTES �-�- 0.4 REl.ATED WORK AD AREA DRAIN FC FACE OF CURB PVMT PAVEMENT A�L EXiST1NG GRADING,CURB lAYOUT,EASEMENTS AP1D UTII.ITiES ARE BASED ON MAXIMUM SLOPES IN 1ANDSCAPE AREAS SHALL NOT IXCEED 3:1 AND MINIMUM SL�PES 0.1 tURB RAMP RE:CNIL ` APPROX APPROXIMATE FG FINISH GRADE PVR PAVER(S) S!lRVEY(NFORMATION PREPARED 8Y NA inc., 131g SFRUCE STREET, IN LANDSCAPE AREAS SNALL BE 2°/a UNLESS QTHERWISE NOTEQ ON THE DRAWIt�GS. 0.2 DUMPSTER SCREEIV WAil RE:ARtH ARCH ARCN(TECT FL FLOW LINE QT( Q�q�(�Ty B4UtDER�CO 80302� AND PROVIDED BY KLIPP tQLllSSY JENKS DUBOIS ARCHITECTS, AVG AVERAGE F�S �ACE OF STEP R RADIUS AND ARE SHOWN FQR INFORMATiON ONLY. MAXIMUMI CROSS SLOPE ON Al.L CONCRETE WACKS SHAil NOT DCCEED 2%; MAX[MUM 1.o PAVING &GRADiNG B&B BALLED ANa BURLAFPED FOW FACE OF WALL RD ROOF DRA1N S10PE ALQNG LENGTH OF WALKS SHALL NOT EXCEED 4.99%a. 1.1 4" CONCRETE PAVING!BROOM FlNISH 6/ti.6.0 BF BOTTOM OF FOQ�ING FS FINISHED SURFACE RE REFERENCE A1L PROPOSED UTILITIES,STREEf LAYOUT AND GRADING WFORMATION WAS PKEPARED K L I P P C O L U S SY �E N K S D U B Q I S t.2 4" CONCREi'EPAVfNG/SANDBLASTFINISH 6/L1.6.0 ARCHITEC7S, ��. B[DG BU(LDIIVG FT fQ�T(FEETj REINF RE1N�dRCE(D),(ING} BY NA In�., 1319 SPRUCE SIREETr BOULDERr CO 80302, AND ARE SH�WN�OR PROVtDE SMOOTH,C4NTINUQUS TRANSITIONS BETWEEN SLOPES UNLESS OTHERWISE 1.3 CONCRETE STEFP(NG STONE Z/L1.6.0 BM BENtHMARK FTG FOOTING REQ'D REQUIRED 1NFORMAT{ON�NLY. REFERTO CML DRAWWGS FOR FURTHER INFORMAT1dN. NOTED OR(NDICATED ON TNE DRAWINGS. 1.4 NOT USED Ma�^�������nfttivts ofAr�hAbets BOC BACK OF CURB GA GAUGE REV RENISION(S}r REVlS�d NOTlFY ARCHITECT OF ANY DISCREPANCIES. CONTRACTOR TO VERIFY LOCATION Of 1.5 NOT USED WrNer Sqvo►e, 7512 LaRmer Stneet BOS BOTfOM OF SLOPE GALV GALVANIZED R1M RIM ELEVATION ALL Ui1UTIES ABOVE AND BEIOW GRADE PRIOR T4 tONSTRUCTION. �NAL GRADING TO BE RELD REVIEWED AND APPROVED BY LANQSCAPE ARCHffECt 1.5 CRUSNER FINES PATH/PATI4IMOW BAND 4lL1.6.d B�dg�,8„e,,�,,,,e,�,o,�do�� BR BOTTOM OF RAMP GB GRADE BREAK ROW RIGHT-0FWAY PRIOR TO SEEDING/SODDING QR PLANTING. 1.7 WOOD CARPET PtAY SURFACE RE:SPECS BRG BEARING GC GENERAL CO�ITRACT(OR� SAN SAN(TARY ALL ARCH{TECTURAL ELEMENTS ARE SHOWN ON LANQSCAFE PLANS FOft REFERENCE Pfi 30��.,� fmc 303-893-2204 1.8 SAND PLAY SURFACE RE:SPECS 95 BOTfOM OF STEP/STAIR GPM GALLONS PER MIN!)TE SCH SCHEDULE flNLY. REFER TO DRAWINGS PREPARED BY KLIPP CQLUSSY JENKS DUBQIS ARCHfTECTS C�NTRACTOR T4 GRADE AND REPAIR ALL DISTURBED AREAS 1N ORDER TO CREATE 1.9 6�CONCRETE PAVING BROOM fINISii 6/L1.6.0 SW BOTfOM OF WAl1 HORIZ HORIZONTAL SD STORM DRA1N FOR ACTUAL ARCHffECTURAt INFORMATION. NO11FY ARCHffECT OF ANY A SMOOIN TRANSITION FROM NEW GRADE TO IXISTiNG GRADE,INCLUDIN6 CAL CAI.IPER HP HI6H POINT SEC SECTION QISCREPANCIES PRIOR TO CONSTRUCTION. HARDSCAPE AND SOFTSCAPE AREAS. NOTIFY ARtHITECT OF ANY CONFLICTS Z.a 101NTING CB LATCli BAS1N HT HEIGHT SF SQUARE f00T(FEET} 1.1 TOOLED CONTR�L 101NT 6/L1.6.0 CF CUB1C FEET ID INSiDE DIAMETER SHT SHEET THESE DRAWINGS USE A SYSTEM OF KEYNOTES FOR MATERIAL QESIGNATIONS AND 2.2 SAWCUT CflNTROI 101NT 6lL1,6.0 CIP CAST-IN-PLACE IN INCHES S!M SiMiLAR SFECIFIC SiTUATION NOTES. CONTRACTQRTO BE FAMILIAR WfM SYSTEM PRIORTO GENERAL PLANTlNG NOTES � 2.3 SEAIED EXPANSlON JOINT 6/11.6.0 ` U CONTROL 101NT INV INVERT ELEVATIQN SPECS 5PECIFItATI0N5 COMMENCIN�WORK. CONTACT ARCHffEtT IF CONFl.ICTS ARE f4UND OR SYSTEM 15 p�Q�qNTi11ES ARE NOT PROVIDED. ff IS THE RESP�NSIBILITY OF THE CL CENTERLINE 1T !0(NT SQ SQUARE NOT CLEAR. 3-fl RAlLINGS & FENCES CLR CLEAR(ANCE7 tP LOW POINT SS STAINLESS STEEL CONTRACTOR,TO VERIFl(PLANT NUMBERS AND PROVIDE ALL PROPOSED PIANTS 3.1 HANDRAIL 3/��;�,� CO CLEAN OUT MAX MAXIMUM STA STAI]ON WRITTEN DIMENSIONS TAKE PRKEDENCE OVER SCALED DIMENSIONS. BASED UPON PLANT BED SIZE AND SPACING. co� COLUMN MH MANH0IE STD STANDARD 4•a C�1RBS, EDGERS, &STEPS CONC CONCRETE MIN MINIMUM STL STEEL All LAYOUT DIMENSIONS ARE fROM PLAN VIEW CALCULATIONS. FIELD DIMENSIONS �a����E AND SNRUB LOCATIONS BASED UPON THESf PlANS. OBTAIN ARf HITECT'S APPROVAL OF STAKED LOCATIONS PRIOR TO PLAN71NG 4.1 MAIN COURTYARD STEPS 1A1.6.1 CONT CONTINUOUS MISC MISCELLANEOUS TC TOP OF CURB MAY VARY fR�M PLAN DUE TO ACTUAL LENGTHS ALONG SLOPED SURFACES. 4.2 LOG STEPS 1111.6.1 �a�rue+�r:ooa CU CUBIC MTD MOUNTED TF TOP OF FOOTING � 4.3 CONC.�STEPS(�CLATTER BRIQGE 1/L1.6.1 Th�documerrt is on insfrumsnt of�rvioe,and DEG DEGREE MTL METAL TNK THICK ALL LAYOUT DIMENSIONS ARE TO BACK OF tURB,FACE OF WALL AND/OR FACE OF ��R m P�1T LEGEND FOR QECIDUOUS TREES TO BE WRAPPED. REFER TO as aueh,romains the property of ths Architect. 4.4 PLAY CURB 8/L.1.6.0 Pertniuion for uss of this docvment ia l�mitsd DEM4 DEMOUSH,DEMOI.ITION NIC NOT IN CONTRACT TLF TOP OF 11GHT FOOTING BUILDING UNLESS OTHERVIfISE NOTED. SPECiflCAT10NS FOR WRAP TYPE AND�IMING. 4.5 PLAY SAND RNER EDGE 5�� �,p o^d�^ b--�-^d-d ony�,,writf�n ngrssmant wlth Klipp Colus�y Anks DuBols Architscfs.P.C. DRAIN INLEf NOM NOMINAL TOPO TOPOGRAPHY ALL SHRUB AREAS ARE TO BE PREPARED AS CONTiNU0U5 BEDS,AND SHAIl BE 4.5 DROP-0F�PIAZA STEPS 1/L1.6.1 DIA DIAMETER NTS NOTTO SCALE TOS TOP OF SLOPE D(MENSIONS MARI�D "VERIFY"ARE TO BE FIELD MEASURED. ANY DiSCREPANCIES SEPARATED FROM LAWN AREAS BY EDGING MATERIALS UNLESS OTHERWISE NOTED. 4.7 WEST COURTYARD CONC.STEPS 1i11.6.1 DIM DIMENSION �C ON CENTER(S} TS TOP OF S1EP FROM THE NOTEa DIMENSIONS ARE TO BE BROUGHT TO THE ATTENTION Of TFIE 4.8 MA1N COURTYARD PATHWAY STEPS 1/L1.6.1 DN DOWN �D OUTSIDE DIAMETER TR TOP QF RAMP ARCHfTECT PRIOR TO CUMINUING WORK. DP DRAIN PANEL OPP OPPOSITE TRANS TRANSFORMER REVIEW S?EEL EDGER LAYOUT WITH ARCHITECT PRIOR TO INSTALLATION. 5.0 WALL$ DTL DETAII PC PO1NT OF CURVATURE TW T�P OF WALL C�ORQINATE PROPOSED WALKS AND RAMPS W(TH DQSfiNG CONDITfONS. lAYOUT OF ��,�y�p�NG CONFIICTS MAY EXIST,VERIFY LOCATION AND DFPTH OF ACL 5.1 BOULDER RETAINING WAII DETAII RE:{IVIL DWG DRAWING FED PEDESTRIAN �yp Typ��q� ARCS TO SE SMOOTH AND CONTINUOUS. STAKE PROPOSED WALKS AND RE1/IEW!N ���p�10R T�PLANTING. ANY CONFLICTS SHALL BE RESOLVED IN TNE FIELD 5.2 FREE STANDING STONE WALL 11L1.6.2 EA fACH PERF PERFORATE(D) VERT VERT]CAL �ELD WITH ARCHITECT PRIOR TO FORMING. B1(TFIEARCHITECT. 5.� S1UNt KtIAININU WALL 71L1.6.Z PI POfNT QF 1NTERSECTION VOL VOLUME 5.4 RADIUSED STONE VENEER WALL 4/L1/6/2 ' EL ELEVATiON P1 PROPERTY LINE W/ W(Ty ALL DFTACHED WALKS SHALL BE CONSTRUC7ED PARALLEL TO EXISTING CURB AND PLANTAIdD EDGING LAYOUTSHALLTAKE PRECEDENCE OVER IRRIGAT(ON VALVE BOX 5.5 PIAYGROUND WALL�CLATTER BRIDGE b/L1.5Z � � EQ EQUAL PRV PRESSURF REDUCING VALVE W/4 WITHOUT GUTTER UNLESS OTHERWISE NOTED. ' EW EACH WAY PSF POUNQS PER SQUARE F�OT WP WATERPROOFlNG LOCATIONS. fNSTAtLED VALVE BOXES WNICN C4NFUCT WITI�PROPOSED FLANTAND 5.6 MONUMENT SIGN INALL 1/L1.6.4 � EDGlNG LAYOUT SHAlL BE MOVED TO ANOTHER LOCATION AS DIRECTED BYARCHfTECT 5.7 iYP.STONE VENEER WALL 3/Li.6.2 EXIST EXISTING PSI POUNDS PER SQUARE INCH WT WEIGHT LIMIT OF WORK LlNE FOR CONSTRUCTION!S 5HOWN DIAGRAMA�ICALLY AND OCCURS AT AT NO ADDiT10NAL tOST TO 4WNER. 5.8 RAfSED CONCRETE SEAT PAD 1/U.6.0 EXP EXPOSED Pf POINT OF TANGENCY WWF WELDED WiRE FABRIC BAtK OF CURB,EDGE aF ROAD,FACE OF BUILDING OR PftOPERTY LINE UNlESS 5.9 STEP WALL 6/11.6.2 EXT EXTERIOR PVC POLYVINYL CHLORIDE YD YARp OTNERWISE NOTED. ' CONTRACTQR SHAII REPAIR ANY DAMAGE TO IXISTING IRRIGATION,LANDSCAPE AND �.o S1TE FURNISHINGS/SITE ELEMENTS DRAWING AND PLAN NOTES REFRESENT RNISHED,Bl11LT CONpff10NS. ALL SRACING, NARDSCAPE THAT MAY OCCUR DURING CONSTRUCTION AT NO ADDITIONAL COST TO � OWNER. 6.1 BOULQER-SITE SALVAGED BURY 1/4-1/3 REVIEW W/ARCli. RE:SPECS • �- TEMPORARY SUPPORTS AND SHO�fNG NECESSARY FQR C�NSTRUCTION ARE THE SOLE - 6.2 SAND PLAY RNER AIVD LOG BA1ANtE BRIDGE 5/�1.6Z ` � SYMBOL LEGEND RESPONSISILITYOFTiiE CONTRACTOR. CO 6.3 SKI RACK • NTRAt?OR SHALI BE RESPONSIBLE FOR MAINTAINING All PLANT MATERIAL � - ALL SYMBOLS ARE SH4WN DIAGRAMMAT1CALlY(LLUSTRATING A4PROXfMATE LOCATION INCLUDING SOD/SEED AREAS IN A HEALTHY STATE DURING CONSTRUtTION AND UNTlL 7.o LIGHTING OF EXISTING AND PROPQSED MATERIALS. ANY DISCREPANCfES OR CONFLICTS FlNAL ACCEPTANCE. ANY DAMAGE TO PLAM MATERIAL DUE TO NEGLECT BY THE 7.1 PARKING LOT LIGHT W/FOOTING RE:ELEC. # BETWEEN EXISTING AIVD PROPOSED CQNDmONS SHALL BE REPORTED TO THE CONTRACTOR SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S IXPENSE. 7Z RECESSED WALL LIGHT RE:ELEC. � LAYOUT KEYNOTE NUMBER ARCHITECT PRfOR TO C4NSTRUCTION. tQNTRACTOR SHALL INSURE THAT THE LANDSCAPE PLAN IS COORDINATED WITH PLANS 7.3 STONE BOLIARD UGHT 7/l1.6.2 MASTER KEYNOTE SECfION PREPARED BY OTHER CONSULTANTS SO THAT PROPOSED GRADING,STORM DRAINAGE,OR 8.o PLANTING � RE�ER TO SFECIFICATIONS�OR ADDlTIONAI INFORMA�ION PERTAINING TO THE OTHER CQNSTRUCTIQtV DOES N�T CONFUCT WITH NOR PRECLUDE INSTALLA�ION AND O SPECIFiC KfYNOTE PROJECT MAT€�IALS, PROCEEDURES ANR INSTALI.ATION. MAINTENANCE OF LANDSCAPE ELEMENTS DESIGNATED ON THIS PLAN. 8.1 DFCIDUOUS TREE PLANTING 1/Li.6.6 8.2 DECIDUOUS TREE PLANTING ON SLOPE 2/L1.6.6 � RfFER TD IRRiGATI�N DRAW(NGS FOR�ENERAL N4TE5 REGARDING IRRIGATION SYSTEM 8.3 EVERGREEN TREE P1ANTING 3/L1.6.6 � DEfAII NUMBER(SHEEf NUMBER CQNSTRUCTION. 8.4 EVERGREEN TREE PLAMfING ON SLOPE 4A.1.6.6 1 �#• SHEET NUMBER 8.5 SNRUB PtANiiNG 5/U.6.6 8.5 SHRUB PLANTING ON SLOPE 61L1.6.6 � SECTION NUMBER 8.7 GROUNDCOVER/PERENNIAL PLAMING 7/L1.6.6 ' L#.#E PLANT LEG END 8.9 S ErE EDGER�G CHART 8/L1.6.6 ' fET NUMBER 9/11.6.5 8.14 GRAVEL MULCH 9/11.6.6 dpL ' �r � SYMB. ABB. BOTANICAL NAME COMMON NAME �1ZE COMMENTS 8.11 BULB PLANTING 10/L1.6.b �G� �� # ELEVATION NUMBER • ��. CONIFEROUS TREES g.3 s.� 9.0 DRAINAGE � _ � _,� : �$ SHEET Nt1MBER _r � ``" '"`b6� 9.1 iNIET DETAIL RE:CNIL E�-' � � __ - + = . AC AB1ES CaNCOLOR WHffE F1R 6'-8' $'-10' EVEN DIST.OF SiZES B&B � , � °�Al�r�+���°e � ' 9.2 MULTIFLOW UNDERDRAIN RE:SPECS .����, „ ,� � ;�PE PICEA ENGELMANNII ENGELMAN SPRUCE 6'-8',8'-10'EVEN DIST.OF SIZES B&B ' 4�iys'� • �- PA PINUS ARiSTATA BRISTLfC01VE PINE 6'-�8',8'-i0' EVEN DIST.OF SIZFS B&B ? G�. ,PP PINUS PONDEftOSA PONDEROSA PINE 5'-8',8'-10'EVEN DIST.OF SIZES B&B 1br� � � << DECIDUOUS TREES 8.� s.z � AA AMELANCHIER ALNIFOLIA SASKATOON SERVICEBERRY 6'-8'CLUMP � POA POPULUS ACUMINATA LANCELEAF COTtONW00D 3' � � '� � � . � � PT POPULUS 7REMULOIDES QUAKING ASPEN 8-i0, 10-12,1.75 120o eannock s�eet � PV PRUNUS VIRGIIVIANA MELANQCARPA CHOKECHERRY 6'-8`CLUMP �enver,cororado so2o4 - - Tet.303.571.0053 Fax.30Ci.625.0438 SHRUBS SS $•� $•8 ARCtQtfCTS PR4JERtT NUt�ER• '- � CC CARYOPTERiS CLANDONENSIS 'DARK KNIGHT' BLUEMISTSPIREA 5 GAL, ,,,,,,, ,,,,,, , � CB CORNUS SERICEA'BAILEYI' BAILEY DOGWOOD 5 GAL. LUU I.ULtS � CS CORNUS SERICEA REDNVIG DOGWOOQ 5 GqL ar�. C1 C.S. 'ISANT!' ISAMl DOGW000' S GAL. CO�I�DA1fD[D'S �l1Y 2L 20D3 � HD HOL4DlSCl�S DUMOSUS ROCK SPIREA 5 GAL. � JA JAMESIA AMERICANA WAXFLOWER 5�,q�, � LI LONICERA 1NVOLUCRATA NVINBERRY HONEYSUCKLE 5 GAL. - e PM PHYSOCARPUS MONOGYNUS NINEBARK 5 GAL � R.4 RIBES AUREUM GOLDEN CURRENT �GAL. � SP SAL{X PURPUREA'NANA' DWARFARCTIC WILLOW 5 GAL. � 54 SYMPHORICARPOS OREOPHILUS MOUNTAIN 5NOWBERRY 5 GAL. �� O SM SYRINGA MEYERI'PALIBIN` DWARF KflREAN LIIAt 5 GAL. � PERENNIALS� GR�UNDCOVERS 8.7, s.s �N cNK� s APA ANTENNARIA PARV(FOCIA PUSSEYTOES 4` POT 13 UILE IA ALPINA ALPINE tOLUM6INE 1 GAL. 13 - � ACA AQUILEGIA CAERULEA ROCKY MTN.C�LUMBINE 1 GAt. 15 ACN AQUILEGIA CHRYSANTNA YELLOW COLUMBINE 1 GAL. 15 � AUV ARCfOSTAPHYL4S UVA URS! KINNIKINNiCK 1 GAi. 20 AfR ARTEMISIA FRIGIDA FRINGED SAGE i Gqt, �0 AAD ASTER ALPINUS'DARK BEAUTY' ALPINE ASTER 1 GAL. 15 tR0 CAMPANUTA ROTUNDIFOLIA HAREBELL 1 GAL. 18 • EUM ERIOGONUM UMBELLATUM SULPHUR FLOWER � Gq�, 15 HSE HELICTOTRICHON SEMPFRVIRENS BLUE AVENAGRASS 1 GAL. 10 VAII MOUNTAlN�CHOOL LAR LUPINIfS ARGENTEUS SILVER LUPINE 1�GAI. 20 Vai1,�Cobrado MRE MAHONIA REPfNS CREEPING MAHONIA 1 GAL. 20 MLA MERTENSIA LANCEO[ATA SiUEBEII 1 GAI. 10 F��P��F BY ARC MDI MONARDA DIDYMA'JACOB tLINE' BEEBALM 1 GAL. 5 MFI MONARDAFlSTULOSA HORSEMINT 1 GAL. 5 �4NDSC��E C�VER SfiEET M OENOTHERA MACROtARPA OZARK SUNDROPS 1 GAL. 8 cn�ras�os�-ot�o�t PVS PANICUM VIRGATUM 'SNENANDQAii RED SWITCHGRASS 1 GAL 5 � luly 21,2403 PM PAXr5i1MA MYRSENITES N(TN.tOVER 1 GAL 10 PD PENSTEMON DIGITAl15'HUSKER RED' RED LEAFED PENSTEMON i GAL 15 PS PENSTEMON STRICTUS ROCKY MTN.PENSTEMON 1 GAL. i 5 PV PENSTEMON VIRENS BLUEMIST PENSTEMON 1 GAL 10 PNE POTEMILIA NEUMANNIANA CREEPING POTENTILIA 4' POT i FlAT TPR TNYMUS PRAECOX'SKORPiIII' LEMON CREEPING THYME 4' POT 2 FLATS Vll VERONICA LIWANENSIS TURKISH VERONIG4 4' POT 1 FlAT . . 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NORTH FRONTA�E ROAD � �,: ,-,�.�. ,..� �- _~ - -... _ _ __ '` � . ° � ___ .__ ___ -� _ __:_..-.��..:.:� . .:...�, .� ,.r �....�....� ., . . - __..._.____ L1.5.5 ENTRY EAST L1.4.b UMlT OF PFIASE ,�..��.,_,...,.,�.-,. , .,�;�. ! -�_.--;.,� :.��.��..� ��✓ � . _ .,.__._,_ o�w� . _ _ . . --- � _ --, � - ��- ,` - W:., . _ _ �_ _ LAN -- � -�- �x - - --_ - ._ _ ,___ . ---- -.�...�.._,_ Z DSC ...... . _ _ _ , APE " F WORK � � �°� .. _ _ _._. . .._....._ __.,.__ - - _-- _ �_�. ..�.:_�..��,_w_ ;___�__� _� .. _W.. w .____ _ , w. ,.�..__. . .w.._ __,,._, _ ,.,,.� . ._;�.^ PLAZA c�c� . ._. _.._._.�..._ __ _ ..�.. �...__��. _ _ ._._ �.______ � KINQERGARTEN L1.4.4 -, �-. . . . v .�.�. �4£ ._ _w _�__ , r-�.-,._..__ ._ _�.w �.... _... ..�.__� _ _.n.. _ ___...._.__ . �.__-___--�-�_ , .___ _._.. __ -- -.� __._... ._ PI.AZA L1.5.4 - _. _. . _ . .. �k�. . _-� .__.._ . ._ _. _.��_A ._ _ _ -_ . . _ �.. . --._ _'�: __.�__ _ �. . .___... _ . . __ ._ . - _. .. _.� . ...__ _..._y_. _ __.-__._ - -------.....�. ...__ - � �►�,s. -�- - -- -_..._.__ ._ -. ,.._,.._._...�..._ . _,_......�...._._-- -�.--- -__ ._...._..._._ _ _ �.., _..�.. -- - _._... ... . _ _-_ _._.�......__.. . __._ ..,..._.,.- --_.__. 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ASAB#2-02-0012 • ' `• ''r" �•,,� �-�• « ' _ -. � , _..._...._.._---•--..::�...... ___.__-._, .. , , �UIy1�,2403 KEY P�AN NTS 1 �UERALL SITE PLAN o �o zo 4o sa L1 .0. sca�:�°-ao�-o� . . � - � �. �J - - .� :� , t ,-..� t � �s<'�'i : i � , " " r- `' s - _ � ,.. r ; ��� `:� �..� �:::.=�:� � �. �, �� r-- - � � ..,�. 3 . � N.. _� �, l. ,f _ _� :� " -�� ,, .. � - . .� �-�,,,.- KEYNOTES ,,_._�.__..,__._. .� .�._. :�,..;�._. _i * � ` ++ F � �. , �� , ,. �.. . �'' �• , y i,� ' . ,� y' � • t .,_ _�. .. , �r '`' f .�..._. ♦ - . 's ` 4 "`'c*� � ;� t �.� f ; ��•.,.,.... .. � ,,� s i� e � � �- � '� � � ,�f``• �.r ` � . .-,. ° . 'i O.0 " ' � �. � '= r� � _ �= - � . � � �-�t�_ .� �, � `-� �~� �- .� � �- g . � Q R�LATED WORK �' I _f , e�""" .r--. •� J r'� � , r , � , �^ � �.` . •M : 'ti., r h `�..�' :� i 1 "�.^ i- '"'-�.../ . 1+ ., ,� vi ` , � 'iF�f /` \ .. " • � y��'h w t _ -., 4 t ,%� _ � : � F�� ;` F.�- ;�.�- , �-r . r � `'� . !� - � y. '�';��.. `.� z.�, . -, ��. ;�:�"�� � 0.1 CURB RAMP RE:tNil � �� •�" � L ��`x S - r � ' ''�=-'.' :_. r`� �` r.,� "'�,` ` " _ - ` '� �`*' ,� `w .'` - ` `�...�F -.�'�� . --� •, :%�.�.�; • U.2 DUMPSTER SCREEN WAII RE:ARCH "'„-._ . •" i \ "", � . ^3.._.M.._ , :+ . � =r , ♦ �'�t � ,^t.. W - }'F, � d�f - r^^ ♦, S � �� ' � .tir 4� Er` �, , f r �! + . ..« ~�1t ��.� '. ` If ,�5�. 1��'"'1+c�4 . �F` � �� i �i ^' � ._,...... � `4�'41 ,�,� ...e`, � f . �i I.� � � ' � . _ � �,_ F^ -� � '. _ ! 6 . `, .' �� . -. ,, �,, , � Q PAVING & GRADING f - - � J '+. �`+.. \ 4� t �~'' ~' �' ,�'" ` �� �'° 1.1 4" COHCRETE PAVfNG/BROOM FIN(SH t f , ' � •` , ., , - ti --., . 4,, ~� • '�t sn.�.s.o - : • `: . � �- _ t : . _ � � � ��< < �, _ �`S � -, . ``�--.. p�'} � l r, �, ` ;�, •�t '' ` �as �.._}yL�` .^ -•.,, �'`: '{ t..`�^a�._ �=,st� •y KLTPP COLUSSY ENK � a Cn J s Dvsors `��,'„ ,�` r• '��-y-'>i •• . ._ ' � --^ r ,Y "/ f � t �4 tt . ; ` y 14 . � 4 CONCR S SLASTFiNISN v!�-�•�•� ARCHITECTS. 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E 4786.469 .`,� �� 8.0 PLANTING �. � "ti � ��,; ` � ' �' � , .' ,,,' �*s t`.�. ,.;3;i(�;;s�-'j-.�% '..'\ �.� � � - . ., ♦ �T��'�/ � . r � `' "-' i 8.1 DECIDUOUS TREE PlANTING 1 _ _ S /` .• �' . -. ��;��,-�'� �•;,.•� •, i ,i � � `�•��` � ti`�- '`� � � R 111-2 r° 8.2 DEGDllOUS TREE PlA N /L1.6.6 `.• , -�, �" r-�'� • �.:' ,�` . .��i �`�. • ' -�-. ��' \ "y�`'��:;� - � - � • �, `,. r N 10251.14� ` ,- I NTI G ON SL4PE Z/L1.6.5 - ,, j- ':{ ` f ";�_- -�f,,,- " ,� ' . ' �. , �°; : ' ' ' 8.3 EVERGREEN TREE PLANTING 3/Li.b.S ����Y {`y ���� '•/�� / `'\. � \ , ;`��i �: �4 ''r ,,� r � .,f ' ♦ .r'r r,:^ / // \ `��t �,:_: � \ �,� �. , . 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' �_.._. _. .._ . ,w`.�.. o ts 30 � • • ,�_ 60 � `....�.. .�_.. �.._... ._,,, i . �.. «.. { , KEYNOTES . � o.o RELATED WORK 4.1 CURB RAMP R�:CNIL � _ OZ DUMPSTER SCREEN WALL RE:ARCH { �.o PAVING & GRADiNG � 1.1 4° CONCRETEPAVING/BROOMFIMSH 61L1.6.0 KL1PP coLUSSY JBNKS DUBUIS ; 1Z 4' CONCRETE PAVING/SANDBLAST FlNISH 5/L1.6.Q ARCHITECTS, P�. ; 1.3 CONCRETE STEPPING STONE 3JL1.6.0 � 1.4 NOT iJSED Member Amen�on Inafitvle ofArch�tecls � x 5,` •� ` � . .,� � �` 4� ` . � ,, � � 1.5 NOT USED � , . �^� � , `� � � •� •. � Wrirer Squone, 1512 Larimer Straet i , •�` 1.6 CRUSHER flNES PAiH/PA�l01MQW BAND 4lL1.6.4 � � �� 1 J ' � � `.. �`� �'\., �`� ~� 'ti,� � ~� � _ y�"•.„� -'•• '''1 _ Bridpe lrvel�Denve�Colorodo 802�2 \ � °' �`` ` ` i.7 WODD CARPET PtAY SURFACE RE:SPECS � � �} � � ' �` . ••�„� „_ ._._�_ _ '�' A,�� �+.�. �� ''�''" ,\ ��` �'`� ,`'`-'�, " - �`"`� " '"�' ph 303-B93-1990 S�c 303893-2204 �, s`�: i i1 : '1 �� • --�-- `� �-�., V�' ``• '`'`� � °., ~�� �• �''-� ~ ,_ �-�, i.8 SAND PLAYSURFACE RE:SPECS ''�.�,� • `� � S °' `, ; ` - " --_,, �.,, �.. ' `' ,--'-� ''r. 1,- ' ""�+• `�r�� `'�. -- , ( 1 � � - � �ti .••' +'^y r� �� '�, • '^�v 1.9 6' CONCRETE PAVING BROOM FlNISFI 6lL1.6.0 ''�, � '� `�. ~`'�. -.. � ,, • -... `�., •-, �,, ., � �.. � '�. ,�' F i` , .� ''^ °,� ^�... -.� `�+ '' •-�. ` , `.,. `, t ' ti,1''�� ':, �•�� '`.� •* �'`.,,+.,,1 ��.^ � •`�,,.� ',, -`„�.,� ' -• '�.'4. ;� �� , , _ . .r__._.__._ _ * "� �. .,_ � � . �� ,,,� ,� Z.o JOINTING • • L 3 / �'\ :/r ..�. . _ .. _ �� � ,,� '`'.� '+� `• . -�..., 1 , ; , �, ., ` ,� � �` � A .., �.,� 2.1 T�OLED CONTROL 101NT 6/L1.6.0 , . _ � .-r -- `'� w �.. `•�. �'' �`�,. `�� '`�� � , � _' . �R , . � . `--- 2.2 SAWCUTtONTR01101NT 6/L1.6A � , f '� • �", ` ' � �"�...,_. �., - ''��.,,,..�*'"_ --�� , `�. ; `, , -` . ~'`.,, �'� '-..�._._ _ �- �.. "� ~ �•� '-.. � - _ �' -�.. Z.3 SFALED D(PANSION 101NT 6/Li.6.4 a ti '` `^`• _ •,,� �. 7 � . ,� 1 \ 1 �- � �\ - � ♦ t � 1 , r,,� ,��1'V�, ti 1 ,� -�..� � ��� .�, ,� �,�� ��� . � .0 3.o RAILINGS & FENCES 1 � ` f ti ♦ "'_' �' •- '� �+ "' � O � � � . � � `�sw`4 • ,4 "� '� '.. .� , •, ' , • - . • �; - _ �.4. ` � .�- �`` �.�. �� 3.1 HAt1RRAIL 3/L1.6.1 �`L �' .,,�..� ^�.`" .,:. `\ �' "�''- ;°ti, �, � •t � i`'"Y �'" . "`. .. � a.`, l t �+� '1. "'�`'`` ,"ti. ` � `� .'� . ~�- ~' ~ ��` `�'�. `�4 �° �'�`' � � � . 4.0 C�1RBS, EDGERS, &STEPS : 'ti .` �i } '. �,,... '-. O ��� ' ` , , f� '" � �' ~`` ' ` ..,� � � - ^ , �~-,� - -.-__,,. �"`" �=- ` -�.. 4.1 MAIN COURT�'ARD STEPS i/L1.6.1 co�re��pizoo ,� •i '�� ti, ��,�_ ....,. � y � � � � `� �� ,� 3 '�, ' �, / ~`-,, � `--._ � _ . ._ .__ '�. �� �� A v , � � 4.Z LOG STEPS 2/1.1.6.1 Thts dxurr�rrr f R �''' �'ti, �•• s on InsfrumaM of sprvice,and 'n � ~ � as such,mmafns the rv of ths . • • � - � -_ � `� '�, � _ �- ,� 4.3 CONC.STEPS��ClA1TER BRIDGE 1/L1.6.1 A �� �h�+�- �t � �S •, � `�. ' . ° �,� � / \ - 4 °+.,,. ..,ti Psrm�ssion for uss o�F tl�is documsnt fa limitsd �� ;� � � .> � y '*c \ � '� `� --.. 4.4 PLAY�URB 8/L1.6.4 "-.,,,, -...._` and con b�extsnded only by writtsn oprasmsnt �• • �, ,, . �`� �, . ,..� `�-`• , �'��� '�` �-�, ��'``�°-.... ''` - 4.5 PlAY SAND RIVER EDGE 51L1.6.d wlth 1CIIpp Colussy Jsnks DuBots Ar�chltatis.P G � �,, r� ` � �� ;` 4 � � � ~� �� 4.6 DROP-0FF PLAZA STEPS 1IL1.6.1 � , .� r '� • ��♦ _ti� _ '`��.� ti r--=^1 '4 �` ``•.� �� "'k., � �',�`� . - . ._.. -°'µ �~`�`' .� ' �'�'�•, ; ' ,, .L ~`•�, �, .,� ° ��- � _ 4.7 WEST COURTYARD CONC.STEPS l/L1.6.1 � , 4 - • , . . `� ' . - `�.� + ��.. ..� - �..... �``�..__ 4.8 MAIN COURTYARD PATHWAY STEPS l/L1.6.1 � '� �� \ _ _..�--a -•'`.,- ,� 1, ','` ;,} r�", - , „+-�, ° ` ."`"-�'.'�,.,,� '_'" '�. t F i . � � �.�' � � � �y�'! ..) • .' ; _ , -- _ �,� �, ,!- .�.�;- �_�� ``-'-,�� � -..�� ,' - , M ,� �'`.-L � s.o WALLS � t �\ ,•\ � � ~4 �r~ �,\ Mti'� ti.. ,-• - v� • � ► - � . ��r,�� 5.1 BOULDER RETAINING WA1L DETAII Rf:CML I�� ,�~ + - �~ _ K � ,l ff +,~ r ��~~ti ♦ � / � _. - �. _� �_ �; '� ►� "'�...,,.�, ; � ; .�. `� - -. ,�...,� �,,.: --. 5.2 FREE STANQING STONE WALL i/11.6.2 =�, ; �- i� __ . _• � ' A �`` � ��"��_ ' ' � ��'`-.� 4�.. �`'��, '`-� 5.3 STONE RETAINING WAII Z111.6.2 � ; - ` ' J t`•. `'� �` ' � � � � °- •- ` � � 5.4 RADIUSED STONE VENEER WALL 4/L1/62 - 1 __ , `' ` � � �'` `` w, �M l� i�, ' ;�` . `,° �- _ --- �`-.�� �.,,, . - -�� � , _ _,._ --,... 5.5 PLAYGROUND WALL�CLATTER BRIDGE 6/11.6.2 --- -- ..,_.. - � s . , - ..��� , � � � _ '� . � ..�y � � . : � _�,_�, � � ''` . , ` t� � '•, �� ,,,,.,_- �.�� •.,, -...., 5.6 MONUMENT SIGN WALL 1/L1.6.4 � � � '.� F-" • , Y - '- `.•., ` ,, �� � '`• . _ ; r `�., ., •,, �', - , -- '�� �1 .�,_ �"'`� . ��,. 5.7 TYP.STONE VENEER WALL 3/11.6.2 .,r � ``� L f... � Y � '�'ti,` �i• `� ~ � �� ..,R �'`�ti - � i �, � - -. _ � � y .. ``'. "+.. ,,. , , �{ , ��� �� � .s � r, f; -.�� ,� _ ,� ,� � ' ,�_• ,� s4� _,,� � 5.8 RAISED CONCRETE SEAT PAD 1/L1.SA �. ` ti ` - t , 1 �, '��.. '�,.F� � : , � -- . --.�. 5.9 STEP WAtI 6/L1.6.Z I '�, � _ . __ .� t ; ,, ,_ _f t,..- , .� ` � � ; ;� • _. �-�-�w� � - a��x� ' �� ��' ; , �� ` ' �'��/�' � i ' �' R~ �,� ' . �.o S(TE FURNISHINGS/SITE ELEMENTS • ` �! , �� 4y�`-_.. -.. • '_ i � � Y f�.�...„ R`y lt �� i �f � � T' ,ti � �. O � �ip � . • . �' . ` �'` , � 4 ` 1 w `"a., ;� . `� ��,� ' ,� _. � - - , . , � - , • 6.1 BOULDER-SITE SALVAGED BURY 1i4-1/3 REVIEUV W/ARtH. RE:SPEtS � . f � � � ` � � , ,,' ti i '� �c ~ t.. �"� '�i . t } �" '«-.....'� � 1 � ' tt r� f'r +� ` �� f 't w,�� , , ,� ,r• ^, . �, , t L � -�. r. � , 6.2 SAND PLAY RIVER AND LOG BALANCE BRiDGE 5/L1.6.2 • ...�_ .` • ' . - ` f ".` °� 6.3 SKI RACK � • f � } ;� e '^. `.. '� S f �` j ',• .� , i J `N - '-�/1.,� - ,, f ._,.. `r ` 4� ti'^.�� �-, � �� . _ r f ~ , f� 1 ���.. '�'= � � f � ff t ' F �,' ^ . . ,,, � _ ; t . i�� - f<< ,�� � ,: . '. - -�______ .- h� ..� -�. `� � ;_ � ► . {-`� � ' ._�- �.o LIGHTING ' .. , , , f' �' .... t+ .. ♦, � � 3 t f� k O . � � / • , � � '��, �,� , i ,, - � 7.1 PARKING LOT LIGHT W/FOOTING RE:ELEC. . / l ~ ~ �h ~�\ � : _ ' �t ` - �� � , ; �� r-` �-.,, 7.2 RECESSEp WALL LIGHT RE:ELEC. . • ��' � `°� � `� . - • f , � d � d� � -_.- ,.,� � ,.`�' � ~.�` } ; ,sf` �, 73 STONE BOLLARD UGHT 7/L1.6Z � . 3'i L 0 T g - ., , -,. . � � , = � / _ �f`' " - . +�,� � � `�a `4 3 , 6 . 'f r �, �'�~ , � x �y +. •� 4\ • •�1 . � , � �� �� ' � � � _ , _ , _ _. �� , 4�� � t j . __ �-�� �,-, s.o PLANTING �� � � - � t- ""} 8.1 DECIDUOUS TRfE FIANTIN� 1/L1.6.5 � Q�~� , ' t r: � _ - --,.� ,� "�, � t r � s+ �s.. - .. ! rr' * y �`� ^ "r J � ' � �t � • � 1 t F� t � �, � �. + - ���',� , , r� ,• .178 _ ' '~ � r�^ p =` '�`� - , �, ' ' � � `�-- ` 8.2 DECIDUOUS TREE PIANTING ON SLOPE Z/L1.6.6 �� ,�---..,�_ ��� � �� P"f` • - ��0 �:� �.r� r- `� r TR ,L� l�� , � •` ' � f t . r --'� � ...._ � � � i y �t , , �.� `' 8.3 EVERGREEN TREE PIANTING 3/L1.6.5 -�.-• °`�`- -. ° �93 �61 --- � F., ��.. ,. ; � � , � ,� f.� �„r-- -•r � ��.�, � � ,�'�' .�•• �- .��r � = f�9�5. .• ���4 r �` �', • t ' ' • `� _�, 8.4 EVERGREEN iREE PLANTING ON SLOPE 4/1.1.5.b -_ l�� � � r '��f50133fi8-��- � ' `�``� i � �• � ► � � ' � t _ � r• - __ � . , ' , 8.5 SHRUB PLANTING 5lL1.6.6 � '� � �"' �, , . : ,� '� ; : ` ' ! . � . � '' ' � .w. � � L�`ti � Y � j l } ; �, ,, .. �„y � / '" 4'f�..... . � • • '•, a I .. �. ` `� �� °°��{.... ��`�` �--.. ��"--- " -.�� ..-- -`" �' �' � i CO k AR[�ENL•ARGEMENT � � f' .�� -}_ �'! `" �_�. M 8.6 SHRUB PL.ANTING ON SIOPE 6/11.6.5 � � • �, , �':��_ �� -�--�-. �A��� '. y ,� �. °.y =' ' 8.7 GROUNDCOVER/PERENNIAL PIANTING 71L1.6.5 ,��.- '. -. .-� =-.....�._ �'' ��"�M ��, ..._....,------- ' ..; � - , �- ��`.. . _ `, '��•. ---�- �;� - .�..;;.�----- �. _ � � � �' �` � , 1.4. , • • _�, i- . , � -. -� _ 8.8 PLANT SPACING LHART S/L1.6.5 � ` _ .��� _ -- � � ::__° `' `�;_' "'�� ' .h�.; �� ` ' �`'�:�. , , � ; ; � ' • _ ` " �. .._� `� L ; � --,.,.. � _ . � ''• . �•-� 8.9 STEELEDGER 9/L1.6.5 L ' �1 ' - ..._`�'� -•_ 'Y�• n-- � ";'" � -`°�� �:e�c .��t��j�lr s s ; �. _ �� 4 � nw � .t ..1, i ^'` � � i � ''� -� -- ,_� , -' _ `'�., �-� ` _.,�^.�^_� ; Y , , �� \ - � - ._ -.- ` .�� ' � � z �` � - � , �� �• 8.10 GRAVELMUICH 9/L1.6.6 ��.� '�L.�.,, � -�, '_ � �, '.•t.�w ..ti4F`•''y, } \ t\.� �,•r � , � i . t� , �_ '�-.-..�_;.�_ -�^ �� . w ����^ �Y - �� �M1, � ., ; ; �� ��,.. , - -` ,� ., `� . �-��_-: ',., . - _ . �, , � 8.1 i BULB PLANTING l0/L1.6.fi ' 1 � `{ ..! , •�•S_.r-�J�^t\iL� � • yv , �.. ~ V ���`�yy, `��t�. � +. M� '_. L �JT 7. ..__ .. ��� • !�r ' �� 1 �h1� t ~ - � ��F,� � /�� � `� s^ °. ~' .�i �� a;° ;�.:; �;..A: ;.,, .��..., _ _...r-'" _" - ` ' � :� 'S �,, � _ .I 1 �, �� �'' i'` R�it�y ¢��t :���j�, '_ � - :hF '���,�^ ` � � ^�'� �'�\ . ��,� ����.�,V • rr�+ _ +...y` � I + " �...� 4� �^ '�.. . .. n DRAINAGE � +�u*.'"i� S�'� C3':'-'-• _1�x';�,�,�k,�5�r.`�Y��� � _.'i`"" '� � '�, i � � j_�. +,-.......---`--'` .� .. _ � � . t�1 ..„�`1 V~ _ '.` ` 7.o r , �f w �i � +..��_ _��ihvwK �..i M. '�;��@-..-� � �y�:�,,.1 ` +e� ..... ' _ \ ' r.�� ' . .."`�+�y - �4y ��{iy ]r ,��aR�S �i.. �µ'.'_`_ 1�t�f�52^..^�",�� .'�� �1` �, �X,^���"""r �., M" _'�• �� � "' �., ~ ' �~ • ,w � t� 7 l ' �` ' . R 't`.�;r .. � .;5 �.�"�4.. � � ' '..» .�. 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F f �: ' ; ,• i �* ; ; ; ; � ',, 1 �, ,, S 4.5 PLAY SAND RIVER EDGE S/L1.6.0 Pem+�ssion for uss of thla doc��menf Is�,m;,� ,.� , r t ~J �f , .r' /` r, 9 � ! _ � `+ � ' � � i " .. � ,,ti • � � wltFt KUpp ColuasyJenks DuBobArrhttscYS.P.C. � y '�=`-� � � .o' • l a •,� � r� ,� and oon bs sxt�nded only by wrift�n agresmerA 1 , ��� ,� • � , '� 4.6 DROP-0�F PIAZA STEPS 1/L1.6.1 ; � •'f �, • F, `4 ' � ~ �` "'`�.� , ' s ! ; � �`� � ff r' ,- '- . �'� � ' � �,, `. 4.7 WEST tOURTYARD CONC.STEPS 1/L1.6.1 f �J > '� � j � ♦ l �- � t`n t �� � *-`"�. l f j t , t . w ! • ��..� (�1 i • � * f �' � ;, � *�'�._,- �� ^.--�-� " , �•�.,,,� '`'1 ! , � � ' L 4.8 MAIN COURTYARD PATHWAY STEPS i/L1.6.1 ! � . � ` � f y � ./ •�' �\ � � . : -- . , rr r� �� ..� ,.,,� � i � ! �;; r' •`' � r ' ` �,, Y, ` �� ���a• „ ._.__� r ',�`�� �, ' � �.� , , , ' . ., _�_.� �� Q WALLS ` � ��'` , r , / , ,'"t �,•� •r -� - ; . . � _ '�, ti,°^ ;. `• ' ,,,.. �`"r� ,r ' �£ , �i' �,,.�•� ,r ; _..--�-~ , � � . `, � 5.1 BOULDER RETAINING WAtL DETA(L RE:-CIVIL � �' `�� 5.2 fREE STANDING STONE WALL 1/L1.6.2 �� , � ,JF .'� f � {` �' �` � �t � a, `, O ? � S'i �..` X , '�i• `�t �" ^,,�� t�. �y _ � s�' + ;�f '� � � /� '� � �, : .- � �;.-, f '•, �, �� �• �s 5.3 STONE RETAINING VIIALL 2lL1.6.2 �`' � ' ' . ` �� ' • � � � ~ ` � � � ' ` s�� 5.4 RADNSED STONE VENEER WALL 4/L1/6R -.s, � � ._ _.. ..._, -�... f {� • . / � � Y,,.. r � : , ` £ � ` -- -f ` < ' - -- - ----.._.-°..... ..... -°'- -r✓'r`r- r^ J� • ,�,.,. � �f�' �+ � � �� �� ,.,.. � - , •,.y_.__ �� • ` _. -. " 3.3 PLA"fGROU1VDYYALL�Cl.AITER BRIUGE 6/L1.6.2 , ,�_ - - �_A� ., .__ .. . _u._,. -- � } �� .� � �r ' ' � � ,� `� } . �,, " � � ' ,'A ' _ �' ; = 5.6 MONUMENT SIGN WAtI i!U.6.4 � • , r- ~�•�, .,,. '� ��'` ��f• # , / ,� ,� � - .,,°�.,`�."`.. " �'' s ' 5.7 TYP.S70NE VENEER WALL 3/L1.6.2 ':` + y/`+j '1, / 4, , �� � �' , � lf I . t s� `` � �; ,.r` f'��, .:'� �.•� �; +� ,i I RE:CD PHASE 1'SEf � � �` f iti� �; j 5.8 RAISER CONCRETE SEAT PAD 11L1.6.0 � ,_._,{ �` �.. m _ ; � ,� � ,:� ,.,, �• F � l � � '., ' �� _ --. � - � � „ � � `; ;°,� { 5.9 STEPWAII 5/L1.6.2 ' - `� ,.'' , - ` � ' � � �° �' �� '�`- . ' r '�j �'°._ ..-. � �' �-' ' _�'" ' � � * '' - .- .-- _ � • -� - :=�..� ' ' ' �. 6.o SITE FURNISHINGSISITE ELEMENTS .r ^ J' a � �- �/ �; � � � ``\� f, va.M' '` ` = ,� ,4 y` �,`' ����r. f � ! � ' l ` 6.1 80ULDER-SffE SAL.VAGED BURY 1/4-1/3 REVIEW W/ARCH. RE:SPEtS • ` __._� .. � ^ a '' � C:.'R=�r.u.f�.. ...e...�.. , t"�'\ - .. �/ -.- -- ., _..- •'f `•''` _'` ` r� r � ` t t 4 , ,,,�.~� ' `�`„. . ,� f• ,...° . �' . •., ��� i �~ -- .� �_�.�-.,..�.. ... ......._� ..� "` � . -- \ -.. :. . , � �'`. ,,�� - __ - 6.2 SAND PLAY RIVER AND LOG BALANCE BRIDGE S/L1.6.2 • �!' ♦ ' i ; . "�``�__ . 6.3 SKI RACK , , Y W� f.,' ' . -� � /, ,� ..,� .�.., .,,.y,,,,.,�. �� _ � ,. � � • • �Y I�r F f' // + .... ^� .. �. , � ' � �'1 \ �� w... �.__..-.�.�. . �, +~ ` ' .! � i l r{` �� � "`� ^-^ �-..� � r' ..-.� •^ _ ^ _.--. ...... F_- .--,_' ^..- ...' ....� - .�' Y ._ l �` `" � 8 f y i�� rt+ �` ~�1 . /.0 �= i . .z f � � -- �.�, �. �=_ �, _. .. --. _- _ ,_ __ � _. � �. �, �. , �. _ Q LIGHTING � ,' �- '� � � _." �'""__ ` . °"`r` � �' , -� +� '\ � � :� ,� '" � `; \`�, ' � 7.1 PARKING LOT LIGHT W/FOOTING RE:ELEC. � • � • � � ! ~ }' + � � "'- � ` 9 , ' '♦ �� � ' � i �� � t A� f 7� /�-• . .,� .... ,,,_ !_r „ � \ 'i � t, `� � x), , * + � , �. � ,... .�. _ _ _ _ . .w ,� � � Y - -- - . .._ .,_ _.. _ ._ rt . f ,. , > � , � '� 1.2 RECESSED WALL UGHfi RE:ELEC. a ; 3g ,j i!... _. _., ..... __ --_ � _. . _... � � �,`�, ' �- � �_ `, ~'� "` �`; I 7.3 ST4NE BOLLARD UGHT 7/L9 6.2 ` "_ - . �.�r ,���,'.,� �6 / %/-" _ ..,.. _ . _ _.. �._.._.... « � ..... .�_ .�.. ___ .�.. -_. .... .,. .-M w -_.. .. ___ ..... � n, __ �� s - . .. ._.._ _. � ` f'�` ° � • � i{ y ,` � ' �r er�ir , ,• � � ---- - -- _ . � - � � f ' • � _�. � . � - PLANTING .r �`ti, - . , r� / / �, � . ♦ ! .. -a i � � r �'�"� S.0 fr �' ,,�� � � � ���.� �-� � �' :'� , j °� :: : `�` �W UOUS TREE PLAldT1NG 1� � �� � . _ , , _ _t 8.1 DEGD t.6.6 ~ c�� ''�� � � t . `\ �, � - '� . �. ��``-,`t ' . Q, N , , f , - .•_�h��k � - � = 8.2 DECIDUOUS TREE PLANTING ON SLOPE - �, _ ;, �'�:�: / / _ � � � � " 21L1.6.6 ,� � i 1 C �� - ,;�, ` •�. 't �'�� ~�� ;�i �j�` 8.3 EVERGREEN TREE PLANTiNG 31L1.6.6 �: _ , . - - ,,' ::i�' _ "j�:•' / / .'# '+ `. '' �` � , ; . ' `4 f � f' -;� / ' ~ r s r:.r �. ': ; 8.4 EVERGREEN TREE PLANTING ON SLOPE 4lL1.6.fi � v�� . ; r +f� ^,�''/ / ' _ � ti \ ; ': � 4� r � i � ;`' , , -' �w , , . . ,.f.-r" ,,' � 8.5 SHRUB PLANTiNG 5/L1.S.fi . __ f �� � � �- ` � t � � `� } • . - . �''• , / ° � � `, , �,� . \ ' - `, .� , � . '��.,. „�;' , t � �; , 8.6 SHRUB PLANTING ON SLOPE 6/11.5.6 ,, " � . � � ,� � . .,� . j� � 8.7 �ROUNDCOVER/PERENNIAL PLANTINt 7/1i.6.b � � '� - �. � �� r:� ' � NORTH�VFS SfAIR ._1 ` � i = , - , �.� i i • ..� ,,� ''` �� _ '-� ti w..-� , 1`� s f , 8.8 PLANT SPACING CHART 8/li.6.5 , ��` '_. 1 . `� /i� ,M1 ° �� �\ ' ` � � �. `, 4���� USJ , ' / � � . � 8.9 STEELEDGER 91L1.6.6 � ' .� ��,•, ` � �`� ` � � �' � p� 1 � t� F �• ``t�fi��i�Y` l � '�h - ,I �' � � ` ` � 8.t0 GRAVEL MULCH 9/L1.6 fi - '' `�i� '�. ` .,,,. ����������r����� �� � • .'L. � . � � ' , � � j � E � ;1 8.11 BUlB PIANTiNG 14/11.6.6 � r ` . 'r - t r r y� ti„ + , �., %' , ��'�, „ f � 'f t• ', `` M ,. � � +�� � , � fc y J �� ' �,.�� � � ' �+, �` . „i" � ' � i ,.� � � N M _,,,,, . ' ' . ,,., . _... ..... _.. ___ „l �� '/ �. � ~4-b,_, \, t _ f ���� � r`^ �,` �c�.� !� �� --.. � � � t r/' � _ � F ���,� 4 g.a DRA1NAGE ��L � �1 ' , � � � �. _ 'w- ,� > ,�,.- / ' ' i��'ft "�6 � r I ', � � . � '.. - / 3 ti :.�� - - r � r'J J � ti ��� � s fe� _, �..✓-, r fi��-. `;r�„ ����-�.� :�;�. �:._ -- -� � 9.1 INLETDETAIL ,� �, . .r� � � -, .�<� ��, �:��`;�;:::. .���: :�:;;,,. ; RE:CNIL , . f .� � ` '` � ` � -.�. � i � � :�.�� ' ;� -1 _ ,����„� �:: -Y��; �,� �x��,�;-SL�� :: _.. RE:SPECS Q -=� $ � � '�=�� � '�� 1 4 9.2 MULTIFLOW UNDERDRAIN '4 � ,, \ � � � � ;� . µ� ,z �;,�ti�:� �� �:.:; �,��, ��-��,, :,,��> � �. `� ` . �`I � \ * ' ` � i ,;� ,y .. � ., _ �y � :}^,�,2;.ye..o�: . : ' 'S�ji;�' .:� H ` ��. � L � .��~+ / � >>� �ti`t. I }��r'�Zi 5• *&`?i:t��r c�:�:;`ry�i=r-Y`,`1t`� .,�r�`�� � � ` j�0. f � `\ DO ` \ �y � - �ti.� 'ti_"a:�,- ��`F`"'�.A���lrsY.C`-.",`a�- " �=+'•`' a`,t'� ''•a�•'.�`_,.;1:''�t'•�`'' ;.��;,';;.' �,''°��.'�n+�:e ' '� � S {� �� f a ` �{ i• �iro _ ��`�„�v�e32-��• ^��}`•'�e Y,°`}T i "iJ%�:�r M di.i'% � i ti i'4i�{.�" �Sa.� i� � � .,1� � "i �� \ ti � ' � � f � �vr' �i,..S��S row�t�,3�;.'.' t ,a; ��;�?:,=,�x� ��".'`-'�' 7�'f��tt6 �- IEGEND ?Y���' •� `�, -k.t��.:';,�;- �c?,;' �' � /, , / ..t� ' is _..CC 4:•:.�' a,F,•�q%h�1``,' ��',4-.y,c.ti 5�;�•.h ft'�S:l.w'� " ' ti�` } �l ; / ; ,:�'_ �'4� 4 3;y��`h.`..`y �::'��` �,%�.:=� ��+�Yfi`';��.'s�=k�i%_ ~•- ,` " , + . . t F'r \ � � i'�;m'�f.��`+,~\.X��'?�..x � `t4.`YL?.�itir '-��"s��' ��� �.''t � ���~ rM1� .z,., � � r++ . ` " 0 , � ,vY: '.�x r�.L�:�` "'n,d '<;Y< . �47:;y.��S`u-."^s;�..u,� qm���' +r - �•``-1 �^,�o':t.V' i `( �/ '1 \ 1 /� � s� ..,;1 Ki��+.� ���-�Sy.` :`tii�." •T i1 ��.`.�`-'*ti+ y t` ' .�:Cy.iC ,��.^. ! f f ` � ��`�'n��r � ��i � _. �, ---- V k ���*= °.li~.i��•�� -�.4„« F� �, �� � ( �+ 4: " :Y7 w�' ����fl��/ • � � �� � �� �< �_��' .,:�� �f`'��=:;>� _'-:���� `' ��'�,, ��tl_ ` :-:;°._ °;�,��-: _,r PROPERTY LINE � � t � �, .7� MON1�G(�(T fNIARGEMHVT � ' , _ '`t?'�.�y'�� J��j�'� •'d•�..y,_, ,� ��?�.�;'4~ :��;;j yY t 5a .`��'�.s..� �'- � ,�.�y� Li" � ` , .i, l�r n ;��_'• <'.� .. b MI,.S.''� ;r'`4�y,,,� �� I - -- .�t,".hi`�}?�'�'•' A �t1"S"� � �,,� `�.ti, S' ' � � � � . ! °�'�- `��\, �'� ���t' _ `�� `' �'�n,-, ;���":..`�. �35:��- . +, � i . 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R� `' 2.3 SE1#LED EXPANSION JOIM' 6/L1 .6.4 \ , " w,. '' `� �„"" -. i F �1 ., ` � �S �,, +„ ,' � '� �'�.. ,4 �s ,4 '% �l' � _ � � ` , � • ' � `y '-,� !. -�} � �.' �� � � . -� � � � � ` ,� � � '4� -__ �-. 3.o RAIUNGS & FENCES _ � i4 `� � 'ti y f � ^ � �, ,, �. `�`. , � � � , _ � ``� . , � � '� ..., � � `` .� ~` � ` `�. �`' �'`' �.• .,� � _ � 3 .1 HANDRAIL 3IL1 .6.1 , � t J \, . .. y a �, � � '" � ♦ �` t'` t ? ° + � ' � , ,� � w. . ` M .,y • . " �^ "` t _, � �r"'' . , �� "'�y ` ` � � „` `�` �' "•� ,��... ` +� \ � �.�� �• : s` i • _ ^ \ ' ~ `R ` ` ,^v. _ ` s ` � .,� M � ,� � � __ � �� `1 � 4.o CURBS, fDGERS, & STEPS ' , ` �--,, �. �. \ . _� � � � t � � � ~�` ' �` "'^-. ~ �" i` •� � COIYt16H7 2D03 � - . � s •, . `` � , � � -� � � 4. 1 MAIN COURTYARD STEPS 1/L7 .5.1 � • ; ' � < ; �,.... - - -` .. 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'".�. _ J/LI .V.O , � ti �t � � -. ti _ �.. . � �r �M1 ` � �i • � \ � ``` .M1` � . �� -� '` , ` , � , �� i -- .� � ��� `�- � 4.6 DROP-OFF PLAZA STEPS 1 /L1 .6.1 � ' \ ,�, vt\ " "' - .� ... .. ^ ... ti w ' • 4 �. �" �•,w � ``. ti"'�.�+ �". ' " � l � �,. ..r "" .� '� ti. ` � + / ` ; '. � ^ � � `� , � . �� M1� t � � � ., V �� 4.7 WEST CflURTI(ARD CONC. STEPS 1/L1 .5.1 � , � � __ _ _ . ,� ' � •_ , � � `�; ���1 ` -..._ '`�... � 4.8 MAINt0UR7YARD PATHWAY STEPS l/L1 .6.1 ' ` �L 1 ti. ... - � �'` % '\ � i `- ` / ` - 4. �"`""' -.-. � � 1 • � i r � k ' .� ~' � ``^^'r /�y l �• 1 1 \ 1 ' �. /'� \ �. � ;ti. ' 's � �• ` y �' � "h � / "^ .. `L �t ,`� /^�t � J� � ~ O J �o WALLS ) � ♦ , r��,,,..-� � v"..; � � +,n .. � '\ „ti` O i # � .,. •� i ' �--^' • � '� , t�.. � t .rr a `. - `� 4 '-.'.'' � J +� ^�•,, � � '"��,,, � �, �t � i ' , ' � . ~ •,� �� 3 � ' , � , - ' � . _ V . -'• ,L �-� � �'��'��` �... , � 5.1 BOULDER REl'AINING WAL(. 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STONE VENEER WALL 3/L1 .6.2 S f ti �' \ � � � + , ,, _ , � .. _ .. __ . .. ._ � � �. � •. _ . , -, _ _ , a _. �,.. M _ � , `'`'� 5 .8 RA15ED CONCRETE SEAT PAD 1IL1 .6.0 '^� �w. ` 4 t 6 �� \ , � f Y ~ r' ' ���4 .ti ` .. •,l , � � �, �� i < Y "` •y, � '�, „ , 4 r�' `44 � - .. ,, , ; , , ,. � 4� 5; j i � � ; .. A �., • ,. ` 1 ,�� � rr ". � ~ ' ' �-. ,4 � ^.�. _,, 5.9 STEPWALL fi/11 .5.2 � � ` f .,/ �'' � = � � w � ' \ � 6.fl SITE FURNISHINGS/SITE EtEMENTS � - .. _ ^ . `- : . '; ! _� , �/_.__ -, (i� / . - ,, , . � „ . � , . `�. �': ' ` 4 �* . 5 ' . .. - \ ' � .. �. • � � � � ` ~ �1 ` - .. ., � • � !~ �� +� , l � � .� . e' ) ' � 1 ` hry 1y • . �\ �. �, �• � ` ' j g 7 ` ` "" "` _ � ` .S � y - , ��.t . '� J � � 1 ` '� „ - '�*. � r' `\ k � � t ' f 7 - � ' + r f + y - ' ` � M1 . y' y . , �, r , 6. 1 BOULDER- SITE SAtVAGED BURY 114 - 1/3 REVIEW W/ ARCH . Rf: SPECS � � � ' � 5..� ♦ � + : � - ^ y ,� l. � ' '+ \ � � �. • ,� � , I � ~ � � �"" 'r � ` � ' ',s � �, ,, ,. , f , .� y f _ � t , , � i F , ; � s, � _ 6Z SAND PLAY RNER AND LOG BALANCE BRIDGE 5i19 .6.2 �1 ' , ;1 , - , � ' � ,- •'� ° � � - ; ` 4 • .. ~ x. , ' , ` � f ' • �; . .. 6.3 SKI RACK � • \\ 1 , /� - � ' ^- '� ` � � � r � . /-' f � � � � ^ � ♦ � {� p � � .� Y �.w Y i � � ' � • f 7` ~ ti �f • �� , � � � , I ~ '\ � � ~ '4A ` '` � ♦ , ~ �4t ' { ` + /� ` ~ ` v y' + t ` / �o IIGHTING � � �/ � �{ �� � ,tf � ` t ` � � ' ; � � ' �, '• 1 .1 � �I . � , < y � � ' . � � ti r Y • • � � r ,f ' , � ° . - � • ' � � � ; s q ► � • , . ' 7. 1 PARKING LOT UGHT W/FOOTING RE. ELEC. � - � � � .. � �� f .. �t r� f:, � µ . � t t ! 1 � � i � � � i '/ l r ;. 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PERENNIALS, GROUNDCOVERS 8.7 8.8 R � ' " � f' � � � � ' �~ • `~'~\, (�/�``11�'+1 ` t, � . f, ~~ "'�.. ,ff . 1 S _ f` �` f• �..' - „, - '*� • y '+' � � f � � ` :' f ' ,r! r' `� ..,� ` �`\` �, ti ' r _ �' � �"" APA ANTENNARIA PARVIF01iA PUSSEYTOES ' � , -,_ , R , . , 4 POT 13 �r • ' '� f `i�" . �� ' �` ` i � ,` ` AAL AQUILEGIA ALPINA ALPlNE COLUMBINE 1 GAL 13 t . � � ,,... ,, � ,� t � ; } ` � . � �i'`j fi �f 0 �+ F r f r „ • 1 ,~ •• , � � � '�~ i ACA AQUILEG(A G4ERULEA ROClCI(MTN.COLUMBINE i GAL 15 , i ' ,t r f �._ ... * .� `•� ,`� t , i � .-jf ~�"''+„ �� � � F (��. �O T q J �f J fi�'�• ' , - . ~` �y` *` t ` �'•.,`,, ,144 ;�' :f j � � ,•°f �';� ' AtH AQUILEG(A CHRYSANTHA YELL�W COLUMBINE i GAL 15 � � .� ' h : l � r �_,,.r - -�- �. _ ~�'�.,� '�� , ` _. ; : ` ; - �,�.-:'�' • � AW ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK 1 GAL 20 � � - . ,l � ' f' _ , �, '. �_ • ' { � � f'" - �---�`�� � � AFR ARTEMiSIA FRIGIDA FRINGfD SAGE e' (� , ,� � E. _ ' . 1 . ,�. `�, `��' * } ` t R/ /'� �'~,�.`` 1 ( � �l1L. �V � � ±�` t, � �- •- . - ♦ �`��. � ° . . 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' �'~"��'�-�-�4 - � �� 1.2 4° CONCRETEPAVING/SANDBIASTFINISH 6/L1.6.0 ARCHITEC75, P.G - - � "� - « 1.3 CONCRfTE STEPPING STONE 2/L1.6.0 „�.,,,�.r,,�,,.,��,,�,,,,,,�..of,4,�,,,.� .__.. g u ' " � �F'�" `�� ; 1.4 NOT USED Writer Sqvaro, 157 2 Larimer Street ----.�._ - .-.�-.__.--�...,__ __. - - __ _. ' ,- ,r ``"_,__ - , __ _` i'r t� ��yL� ..._� 1.5 NOT USED B� e���.�,,.. 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' • wHh Klipp Colusq bnks DuBois Ar�chk�cis.P.C. ' �p,g� T5 �`�" -~-� M _��� 4.3 CONC.STEPS(� CIATTER BRlDGE 1111.6.1 �- • ���+ 4.4 PLAY CURB 8/L1.6.0 ._-... . . .-�._,....�..� � �- �- �"�`� � ' _.. _ .H_ 49.91 BS � . . . . 4.5 PLAY SAND RNER EDGE 5/L1.6.0 4.6 DROP-O�F P1A7�4 STEPS l/Li.6.1 3% f ' 49.82 TS .._�-� �"..�-`-....__...,�,_�.._.__ . , . . ' 4.7 WEST COURTYARD CONC.STEPS 1/11.6.1 -•1. - �, , _ . _ - � , > . ° � �'`��-- 48.82 B ;3 �; �V""' °'°--^--...._ � � 4.8 MAIN COURTYARD PATHUUAY STEPS 1/11.6.1 .� . ,. � 1.6. � � ' rl --�.�__.__--�,... � r, _ i _ �8.73 T5 � � , ��' �n INALLS 3°la� 47.73 ,,BS � ��� ` �'~' S.1 BDULDER RETAINING WALl.DETAII RE: ClVll � � f �' S.2 FR�E STANDING STONE WAL1 1/L1.6.2 � t 47.65 TS 5.3 $TONE RETAINING WALL 2111.6.2 � 46.55 BS � 5.4 RADIUSED STONE VENEER WALL 4/1.1/62 � , . 5.5 PLAYGROUND WALL @ CLATTER BRIDGE 6/L1.6.2 ' , 41 �3% 1 � 5.6 MONUMENT SIGN INALL 1/L1.6.4 CEtVTER ON � 5.7 TYP.STONE VENEER WALL 3/L1.6.2 � WALK,TYP. - = 5.8 RAISED CONCRETE SEAT PAD 1/L1.6.0 � ' • • N 10208.127 � ' � � 5.9 STEP WAtl 6/L1.6.2 • E 4923.634 ; -•r � nP� $'g 3�� � ' �.a SITE FURNISHING S/SITE ELEMENTS � � � , . . 0 ; 6.1 80U�QER-SlTE SALVAGED BURY 1/4- 1/3 REVIEW W!ARCH. RE: SPECS � �I t , 6.2 SAND PLAY RIVER AND LOG BALANCE BRIDGE 5111.6.2 � 6.3 SK[RACK � 3% ; . TS, i 45.57 B� �•o LIGHTING � `� 7.1 PARKfNG LOT I.iGHTW/FOOTING RE: EtfC. . ! _ 45.49 TS . 7.2 RECESSED WALL LIGHT RE: Ei.EC. ' . 44.49 BS 7.3 STONE BOLLARD LIGHT 7/L1.6.2 � ; - 3°/a ' . - -� � � � rs � s.o PLANT(NG , �`�~�.... .� J � �:� � 8.1 DECIDUOUS TREE PLANTING 1/L1.6.5 � �� ; 41 BS j 8.2 DECIDUOUS TRE� PLANTING ON SLOPE 2/L1.6.6 `` , ' ' 3�0 1 43.33 TS - #�,� 8.3 �VERGREEN iREE PLANTING 3/L1.6.6 OpL • x.tr � �~; �� -- �...�.._ • ,, � 8.4 EVERGREEN TREE PIANTIN� ON S10PE 4/L1.6.6 � � � --._. .j 5 v . 33 BS 8.5 SHRUB PLANTiNG 5/L1.6.6 ,� f : � ; ' '�.--�-.., •� .tt ._� ; � ,_ � 8.6 SHRUB PLANTING ON SLOPE 5/11.6.6 � =,, � J _ , �� � j� � �"" ' 8.7 GROUNDCOVER/PERENNiAL PIANTING 7/L1.6.6 � � - •-- - $ , �`1 `- �3% . 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Te1.303.571.0053 � �� Fax.303.825.04.38 � ' . �% J. � � � + ARCHItKPSPR6k{TMlli�ER. � ALIGNMENT KEYNOTES 2041.028 5'-8° M(N. 4a.�� Bs � � �E �- �, 2 E • Z E • 40.09 TS 42.25 TW-� '' Q AUGN JOINT W/CENTER OF DOOR ��0�'��°s �.YZ�,�3 � i ; i ' � Q ALIGN WALL W/EDGE OF WINDOW MULL(ON 42.75 11N i 4 8� 3 � 40.09 TS 40.37 ;� Q ALIGN 101NT W/FACE OF BUILDING N � � � 38.23 � � 3.1 g Q 4•8 00 5.4 � 1 , ' 1.Z o � ,ti� � � 38.09 BS � ' L-' � ' ' � � NOTES: -- i �� y.SrD7r- ��� �i'�^,. .,. �;' - '^� � •W. ;�3, ,`;,���,�`.�..: . ,_,• -t- � � 1.FILL FORMED HANDMADE T�fIT SHAI'E OF BOULDLRS. �p�''n1 .�..... t1. „nY_��.1`e�`i�'��.r.'.� . �� ! YM1111. r -_ __ _` � _ ��� 2.3 , o � 2.FIELD VERIFY RAILINGS TO FOLLOW FORM OF BOULDER. TS � �r ' ' �`�`$��`' °' � ' 3.SANDBLAST FINISH TO BE A DEDUCT ALTERNATE(BROOM ���. �.N � ! ' °� � .�`_�' ! f .,,�^�'`5� <;�; ,, 1 . �:����� 1% � FINISH TO R�PIACE SANDBLAST IF DEDUCT ALTERNATE IS _ ,; I > > ' �y�i�''' 4.8 - � 3.1% m i; � �� 38J3 TW ' - - --- ��?�1'` ( ACCEPTED. 36.00 � � ' ��° t�: � RIM 39.95 � �. �� + ! � o� � � 40.�8 BW RE:CNiI ' � � . i � � � ' . ; � ° ; � ! � � �ti�� , , � 44.87 TW ` DOO m ' I Z°/I_ � r� . , r;�. � `' ?� + Q-�--.R. � , � RIM 35.� ; � ;� �K � 38.95 NV � � p � ' ' ' ' ' + �S� � 1�`� c�° ' � I i + ` � 1 ` � ;�, 'y�., /�� i fY! � / i (O"1� i I ,6' � i L`i•'ti� �% � � ; '-i%, �a;, i t � i �� j � � � i "I qu� `����Y � i s >�����" � I ' . 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P.C. E 4751.52i k N 10261.394 .�-�' i ; � � -' 1.2 4 CONCRETE PAVING/SANDBLAST FINISH 6/l9.6.4 N 1 Q187.543 N 10191.168 ,f P T E 4 7 4 4.0 9 2 � i� ; � ;�• � �'� . I Member ,�����►„��.��;,� 1.3 C O N C R E T E S T E P P i N G S T O N E 2/L 1.6.0 3 E 4746.878 E 4748.569 4A' i ,.r• i� ' �� �' _, ��' . � 1.�4 NOT USED Writer SQuaro.,5,�,����S,m� � �� � , e �• � 1.5 NOT USED ��;d�,�,,►,��,�,o�do�� •'*� � � �.�' ,�: �b'� N 10259.923 1.6 CRUSHER FINES PA�H/PAil0/MOW$AND 4/L1.6.0 � ph 303-893-1990 fmc303-893-2204 ,,,� � ` � •�� -���' E 47fi2.174 1.7 WOOD CARPET PLAY SURFACE RE:SPECS N 10i93.801 N 10197.789 / ` ', � ..' �\ � ' � 1.8 SAND PLAY SURFACE RE:SPECS - 4 - - - E 4745.557 E 4741.074 �.0' i y � _�-�" � - - - �"�� � , i O'- � u r,,��'� /�� ���� � 1.9 6 CONCRETE PAVING SROOM FINISH 6/L1.�.0 N l OZ02.955 N i 02�7.905 ' 5 E 4744.126 E 4747.051 5.75' ��� ..-- ...�'' i� ,--%� �'��'�� '`' . � - ' � 2.0 rv��;l� � �,� � � �" � � .� . . , Q JOINTING N 102Q8.928 N 10209.817 ,�w����}����. 11(P. 2.3 �", �� ����' � � �= ' . . . - . . • �. 2.1 i00LED C�NTROL JOINT fi/Ll.fi.0 ��,b�;Ty`F #,/'� /� �� � U"��`m` :. �'' �� �" � � .�' =�r�� ' >, . • . . 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N 10252.862 4.o CURBS, EDGERS, & STEPS Thls doCVmer�t is vn insfrvment of ssnios,ond 8 E 4724.935 E 4721.855 �•75' �f i � /,, .� � ��� �� E 4756. 8 4.1 MAIN COURTYARD STEPS 1/L1.6.1 °s auch,romoins the property of the Architect � • Permission for�as aF thfs documsnt is 1�mitsd # � ,�� �' ;� � ,�� • , ��- SAND DRY STREAM 8ED 12" DEEP M #� 4.2 LQG STEPS 2/L1.6.1 �„,,K„�o°�,`���:�D B;a�,,°„�;,P G N i 0 2 1 3.5 1 9 N 1 0 2 1 3.1 3 8 � N 1 4 2 i 1.8 3 5 �_ � � � � � + ��'- 1 4.5 TYP. , � j` �• � ��� � � � ' M1�• ;� 4.3 C�NC. STEPS C�CLAiTER BRIDGE 1/L1.6.1 9 E 4718,�93 E 4713.358 4.75 E 4709.051 ; �i ,�i ,��• 4t !� � . 4.4 PLAY CURB 8/L1.fi.0 ' � � � �CONDITION A 4.4 - . � �� � o � N 14244.694 ' ' �� 4.5 PLAY SAND RNER EDGE 5/L1.6.0 N 102Q9.717 N 1 Q221.228 � , , . ' - � 4.6 DROP-OFF PLAZA�TEPS 1/L1.6.1 10 E 4682.573 �4�77,69g 12.5' � i� 6'2 !i��•��� Q `' ; E 4753.596 � _ . ' 2.3 4.7 WEST COURTYARD CONC.STEPS 1/L1.6.1 �i� N 1Q235.459 ��.• ,,od '� � � 8�_�n a ,r� . y 4.8 MAIN CflURTYARD PATHWAY STEPS 1/L1.6.1 � , R 1 N 1 243.7j� RP �` ,. . , N 102Q8.855 N 10Z04.401 � E 4716.985 i ♦ i Q�� �- , 4 8 � 11 c�s�s.�2a E�4675.2sa 4.5' ,-�/ �.� � �� -� � �4 I N 1023a.�2s E 4745.825 . • • . _ , " a.� 5-o W/�LLS ���T N i0235.981 ���,, •� �� � E 4728.096 • � � •2.3 � . . ' - z,1� �r� N 10236.94Z 5.1 BOULDER RETAINING WALL DETAII RE: CNIL � 1� N 10203.663 N 10202.800 5 � i E 4712.539 i �• i � _ o ► . ' . _ • - • . : . . . - - • 5.2 FREE STANDING STONE WALl. 1/L1.6.2 ! E 4759.890 E 4670.841 E 4665.409 � ��� ;•� � � .�'�� }�-� :` �.- � T �����_� , • . . , � • 5.3 STONE RETAINING WALL Z/L1.5.2 i • _ ! � � � - , . i.8 - . � N 14235.466 i � � . . . � � 5.4 RADIUSED STONE VENEER UVALL 4/L1/62 N 10i97.942 N 10i93.SZ5 �'`.,�� �� ♦•�• ; �� � � � -�,.f ��� ' �o . f • . . . . . . 13 5.Q' i `�.. i f.�' !�-., • � . ,_� �� �, ,� � - . : . . . . E 4768.049 5.5 PLAYGROUND WALL C�CLATfER BRIDGE 6/L1.6.2 . E 4667.987 E 4670.331 '`�N 1023i.516 �i� �.i'