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ARCHlTECTURAL DWGS F�x: (970) 84�-9265 pedro� c�7z zehren.com Fax: 4 T �� A107.4 ROOF AND CEI�ING DETAILS susann a�„7zehren.com C10 ER�SfC�N A D SEDIM T CQ RQ ,,.�,.AN E-mails: A107.5 DOOR QETAILS LANDSGAPE OWNEFt'S REPRESENTATIVE �TRU�TURAL ��NROE AND NEWELL ENGINEER�, 1NC �����Y�� GORE RANGE SURVEYING, LLC �5106.0 GENERAL SITE WURKAND LANDSCAPE INFO �TRUCTUFtA� Contacts: Cont�ct: Hannes �paeh Contact: Sam Ecker LS106.1 LANDSCAPE KEY PI_.AN 1 SUMMARY OF SCC}PE QF RK �S106.2 LAWN SEAT(NG GRADING PLAN S'1�6-'i EAST RESTRtJOMS F4UNDATIUN PLAN Hunn Consulting Graup, LLC �� �� E�� 70 Benchmark Rd., Suife 2t}4 PO Box 15 �1 �6-2 EAST RESTROOMS ROC?F FRAMING PLAN PQ Box 1095 P4 Box '1�97 Auon, Ct3 81620 LS106.3 LAW�J SEATING LANDSCAPE PLAN Vail, �C) 8��58 Avon, Ct� 8162U Voice: {97U} 479-8698 �301 DETAILS Email: jackhunn a�yahoo.cam 1loice: {970) 949-?768 Fax: {974) 479-�015 S4o0 GENERAL NC}TES Fax: {970} 949-4454 Mobile: 97{J 37fi-3154 E-mail: Hspaeh a�mc�nroe-newell.com � � LS106,5 EAST RESTRQOMS SITE PLAN E-mails: sam�gorerang�,net LS1Q6.7 GE�IERAL QETAILS 1. DO NOT SCALE DRAW(NGS. AC ARCHlTECTURAL �ONCRETE CMU Ct�NCRETE MASONRY UNIT EXPA EXPANSiON HH HAND HEWN N NORTH R R1SER T TF�EAD 2. DiMENS(CJNS RRE TU FACE OF STUD, CENTERLINE OF GRiD, FACE OF GMU ACOUS A�OUSTI�AL CCJ CLEAN (�UT EXT EXTERIC?R HORZ HflRIZONTAL N/A NQT APPL(CAB�E RB RESILIENT BASE TSS TOP t�F STRUCTURAL SLAB AND FACE t�F COf�CRETE, �JNLESS NOTED QTHERINCSE. ACT ACC�USTIC CEILING TILE CQL C(JLUMN HP HIGH PQINT NiG NOT 1N CQNTRACT RC RESILIENT CHANNEL TSF TQP OF STRUCTURA� FLOOf� 3, q�� ANGLES ON PLANS ARE 90 OR 45 DEGREES, l7NLESS NOTED OTHERWISE. AD AREA DRAIN GC�NC CONCF2ETE FD FLOC}R DRAIN HR HUURS NO NUMBER RCF RAISED COMPUTER FLOOR TFF T�P OF FINISH FLC,?OR ADJ ADJACENT GONST CQI�STRUCTION FDN F4UNDATIQN HT HEIGHT NQM Nt�MfNAL RCP REFL.ECTED CEiLING PLAN TC TOP OF CURB 4. NQTIFY ARCHITECT O� ANY DISCREPAN�IES C7R CONFLiCTS AFF ABOVE FI�(iSH FLU(7R CONT GONTINUOUS FEC FIRE EXTlNGUISHER CABINET NTS NOT TC� SCRLE F2D RUOF DRAIN TEL TELEPHONE iN D4CUMENTS PRItJR TO DEMt3�lTiQN, CflNSTRUCTIQN, �JR AFP AC4USTIC FABRIC PANEL CORR C{JRRUGATED FF` FiNISM �LOOR !� INSIDE DlAMETER REF' REFERENCE TERZ TERRAZZ(J ALTERATION 4F EXISTING OR NEW STRUCTURES. A�T ALTERNATE CPT CARPET FG FIBERGLASS 11� INCHES C}A fJVERALI. REFE2 REFRIGERATOR TNK THICKNESS 5. PROViDE AL� NECESSARY BL�CKING IN WOOD STUD WA�LS ALUM ALUMINIUM CS CQNCRETE SEALER FHC FIRE HOSE CABINET INCL INCLUDE C�C QN CENTER REINF FiEINFORCED THRU THROUGM AND CEiLINGS. LCICATICINS INC�UDE SUT ARE NOT ANC}D ANODIZED CT CERAMIC T1LE FHR FIRE HC)5E REEL iNFO INFC7RMATIt?N C3D t�tJTSIDE DIAMETER REQD REG2UIRED TQB T(�P GF BERM �IMITED TtJ TQILETS, BATH ACCESSQRIES, CEILING AND AP ACCESS PANEL CU CUB(C Flt� FINISH(ed) INSUL INSULATION O�D OVERFLtJW DRAIN REV REVIS(4N TOG TQP 4F C{3NCFtETE WALL M4UNTED ELECTRICAL FIXTURES, SHELVES, APPROX APPRtayCIMATE CY CUBIC YARD FL F�(JOR !NT INTERIQR� OPNG �PENING RM RQOM TC.�W TOP OF WALL CABINETRY, COUNTERTOPS, AND FALSE BEAMS. ARCH. ARGHlTECTURAL FLG FLANGE QPP C�PPOSITE Rt"3 RC3UGH OPENING Ti�AN� TRANSVERSE 6. THE CONTRACTtJR SHALL REPQRT ANY DISCREPANC(ES OR D DEPTH FLSG FLASHING JC JANITQR �LO�ET OS� ORIENTE� STRAND BOARQ RP RADIUS POINT TRAV TRAVERTINE CONFLICTS Gt�NTAINED WITHiNG THESE CONSTRUCT(UN E�&B BALL AND BllRLAP DD DECK DRAIN FLR F�(�OR .7MB JANITt�R MOP BASIN C?SF 4UTSIDE FACE RS RQUGH SAW�1 T� TUBULAR STEEL DOCUMENTS IMMEDIATELY TO THE ARCHITECT B/Q B4TTQM tJF DF DRINKING F4UNTAIN FLU{�R FLUURESCENT JT JtJINT tJZ OUNCE TYP TYPIGAL BC BACK QF CURB DI DRAIN INLET FQC �ACE O� CQNGRETE S S�UTH BD BOARD DIA DiAMETER F(JF FACE C?F FINISH LAB LABC}RATC?RY PA PAINTEG SC SQLlD Ct�RE UG UNDERGRQUND BLDG BUILDlNG DIAG DiAGiJNAI. , FOS FACE OF STUD LAM LAMiNATED PART PARTITI4N SCN SCHEDULE UL UNDERWRITER'S LAB BLKG B�OCKING DIM DlMENSION FR FIRE-RETARDANT LAV LAVATORY PAV PAVERS SD 5TC)RM DRAIN U�14 UNLESS NOTED OTHERWISE BM E3EAM DN DOWN FT FEET L�{S) P4UNDS PC F'OlNTS OF CURVATURE SECT SECTIaN UR URINAL B4T B4TTOM DS D4WNSPQUT FTG F04TlNG LP LOW PUINT PCC PRECAST CONGRETE SF SG2UARE FEET BRG BEARING DTL DETAIL LT L{GHT PERP PERPEND{CULAR SHT SHEET VB VINYL BASE BRK BRICK DWG C�RAWING GA GAUGE LTWT LIGHTWEIGHT PL PLATE SIM SIMILAR VCT V{NYt� C4MPOSITIt�N TILE BRZ BRONZE GAL CALL+ON L1/R L4UVER PLAM PLASTIC LAM[NATE SIP STRUCTURAL INSULATIC7N PANEL VERT VERTlCAL BSMT BASEMENT E EAST GALV GALVANIZED PLM� PLUMB{NG SL.R SEA�ER VE�T VESTIBULE BTU BRITISH TNERMAL UNIT EA EAGH GC GENERAL C4NTRAGTC}R MACH MACHINE PLSTC PLASTIG SNK SINK VIF VERIFY IN �IELD E����T��� ����_('��� _��� '�`'"'�'� (4��' ���� � LG��L BUR BUILT UP R(�C?F EC E?CPOSED GCINSTRU�TIt"3N GI GALVANIZED !R(JN MATL MATER(AL PLWD PLYWOC7D SPEC SPECIFICATION VNR VENEER �✓ ,...� t v E3W BOTTOM QF WALL. EIFS EXTERIOR lNSULATION & FINISM SYSTEM GL BLK GLAS� BL(JCK MAX MAXlMUM PNT PAINTED SQ SQUARE VWC VINYC WA�L. 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Y � �� �� o � S � YV� .A � � ..: . � '�,,. _. .�- ,` ......, � : . , 'C�' � � w 'E. �,r �°,. � � f ' � � , J ,. � ; ... � Z l . �4� ; F f . �. , f. . � �� �� � � �.. . f � �� � � .� v.r � � Q � �, ,... � � " ... � , . ..,?� . " . `.,�. . � . v° � � .��g`�., .s t 1 �. F"� \ ti� � .v '° ��E y ' � '�,,. /� + �r'� � ..,.. (� . 5.�,. . * ., Y� �� .. � �...., , . � � � � . � ....,... .,'. t �, . .��� � ... .,.•••r` {� : � L ...CS'.M ..: V ��^� . + � . ': �.+v. l �OF' . °'� ,. � � ' :@rvRT � Saa,:.`. � 'ii .,ao.d . d � ��ui5° � �� �tlW�� "ll�� ����xi •.: mu e ` .3.+ s` , �� S�� c**O ����� ����� ��(�� . 3?�. . � �i pi` . �` . g' �,;,e �•' .`�„d`: ,: ��"�e*4��4`�M� . .. t'��� ' i? . yf`�} � � �o. ,. . aN'A .' ��.� ��� a � KY` c . �� �� ,o�... `p n o ,. �a , a� ` µ �� �ai a ,.. �� sa . o �� AS�� .+^ � ` ,�,.W. ...> `��,� `��: .. �� +��v LEGEND ��J EXISTING VltATEF� �.E? APPRC3X€tv�1�iE iC)C1�,TiU�1 EX1STlN� ELECTRi� �PH"� PC)SSIBLE EXISTiNG PNC}NE � EXISTiNG LIGHT POLE � �� � -�`"�� �„�... EXISTiNG BC?U��ER WA�L � r � � « . ..�..�,�;,"�~_ .,w... �X(STING 1` CONTUIlR .,..,.,�.,.����t���;•�°.�°..�,�..° EXISTING 5` CONiQt1R EXISTiNG EDGE C}F ASPHALT OR GC�NCRETE .,... ...... .. PR{}PC7SED fMPRUVEMENTS r' ExisTiN� r��� L(NE 4F V1({�RK BETWEEN ��, ��"`"� �3� �:°�"�'" �'° W(�RK SH4WN�ON MAR7 N D AND MARTIN PLANS. �EXISTiNG ELEGTRIC VAU�T �(- j EXISTING ELECTRIC PANE� 1 '- J EXISTlNG TRANSFCJRMER GENERA� DEMC�LlTIaN NfJTES 1. SEE LANDS�APE PLAN F�JFt AL� TREES TO BE REMC3VED AND RELUCATED. 2. Ct�NCTRRCTOR T{'J VERiFY WITH QWNER WHAT MATER(AL� ARE TO BE SAVED (FENCE, LIGHT PQ�ES, PAVERS, ETC). 3. PdRT10NS OF THE XI TI E S NG StTE FEATURES MAY BE REMfJYED BY THE ROAD CQNiRAGiOR AS NECESSARY FiJR ROAD CClNSTRUCTION. THE ROAD GONTRACTQR WILL PROVtDE TEMRURARY GRADtNG SO THAT THERE IS REASONASLE AGCESS TO THE RESTROC?M SITE. 4. NOTE: CONTRAGTt?R 7fJ Ct70RD1NATtON WITH THE VAIL VALLEY FOUNDATION (JACK HUNN) REGARDIN� THE SALVAGING OF ALL DESIRED MATERIALS {BRICKS, STATUES, ETC . THE MATERIALS MU 7 B A ) S E S LVAGED PRIOR TGl ROAD CONSTRUCTIQN iN TH15 AREA BY ClTHERS. 5. REFER T(� TNE GE{3TECNNICAL ENGINEER'S RECOMMENDATIONS REGARDI�IG REMfJVAL AND RECOMPACTIQN OF WATER LINE RND TRENCH, OR �ILLING WATER LIt�E WITH GROUT (IN PLACE), UR OTHER. 6. 1T 1S THE CONTRACTOR'S RESPt7NS16{LITY TQ FIELD LUCATE AL�L EXISTING UT1L(TIES HORIZCJNTALLY AND VERTiCALLY. IF FIE�b COhlbiTl{�NS ARE FC}UND Tt� BE QIFFERENT THAN SHtJWN QN TNIS PLAN AND tJTHERS, CONTAGT AE{. r � :w� l � 7 � Y� �1��� � ;J n� *� $ N t rv� � � k. � �a� � � �� ��� � �� � ��°�' � � ? Si+r� `� � �:src'* 1r� '� � rp �r � �.�. # +. � : � � �»n�� � � � '` �`r kua.�r h' ,:. t " t �?M ' �� �fl����������¢�� �r �' A ro V� �w�' �°'+k .P. w I �yl,.-3 � � „ �/ i I � _,,,x.. >.� ,,, .h� ,..�,._ �,� � .�, ��.F�.n«w, �„,�w.�-x �.:. �d��y � o-�„��...e . ..� � «w.�vvwen.MV.m.am+s .--»:..?rvimm...niv� .sxv..�. . �••�, arv- ....v« i"^^�' � ...re...=m...w,.w,..v..w...rv..wna.. .n...m..+e:..vw...mv,>r �����> .�._�_mm__�_ � .� ir r • .� .• • .. .� �. .� � � * •♦ � . �• :� � . . � � • � .. a „ � � • , :' � � • •, . � • Y • . ,� . • •• � . .• � _ . nh �• � _ + . . . . � :: - : .._ _ _ . . • :� � .F •• � • � ♦ •• � � � . • - a • • • ��,4r� �,�i3y ,A ) \�' ��k . H Q � � ��F: �ia � ei: .r. � � 9 x � � � � �_ �. �,, ,: � y +� • � �� y., w T � t �, : � ;. , A :� Y , ip a • R Mr >' � x I �v� �»�t,a ..4.;: � � . .��� .x � . Ti �. �"'r � A. ' d' E. `. •�r't 1TKO�. �re r �A- 2f r♦ � •M . i � � � � . � i � � �► - 1 • . . 1 ��, t.JK �,t.'t .: i � . ;, x � , �: - �,. y U t �F i: ` � , k i 1 � � �� . t t i, Y t + � � � � s � ! i , � ` � � . f.t : .� •''#!��' 'M.: i 1 s i, i � r .:.. a , � ��` c � rn E � � �. � ° � � a N � � � � � � � �- � ; � � �, � �, � ;� �"" : �! �r � w. 4 ; � r _. �� � �; � � � , �. � � �. �, � �. �� � � � � � � GE�ERAL N4TES: 1. This inifiial grading plan is schematic in nattar� and represents one pc�ssible aption for excavatian �nd shorinc�. The contractor is respansible for devising and employing a consiruction pian wh'rch will prc�vide far adequate safety, drai�aage, dewatari�tg, sedimertf control, er�viranmental precautions, pro�ec�i�n c�fi �xisfiing ut�lities and access ta rc�ads. 2. in�tial grading siopes are shc�wn at 'I :1 ar�d '� .5:1. Slop�s are subject tc� ch�rage based or� fihe recomm�ndatiarts �f the geotechnical engineer and existing subsurfiace conditions at th� time af excavat�on. �4r�y char�ges t� the ir�itiai ex�avatiran s�opes may reqt�ire the us� af shoring wall(s} or c�th�r measures to compiete the initial excavatian. A cs�nting�ncy pla� fvr shorfng st�ouid be in place prior to the c�r�mencemer�t of wor�c. The excavation sf�all camply with C}.S.H,A. Reguiatiflns. 3. It is the car�firactar'� resportsibility to adhere ta the recammendations of the project gec�techni�a� . • •• i i !• ! i f' . ii ` .• . #. i .{' . ! . '. �� � � r.. � r � # � � ` � y r � � � � f � � � � � n � � � � * �r � ' ! • ' '• i •r �.f^ # 4 t • i . • � � ! ♦i> .. . • •; �' r" � � •` s R . i .i .. ♦ *+ � I. � � # .r � r .r � r �.��' �C�TE: 1"HE fa�C7TlEC�-[1�11C�4L. �NG[(��EI� !S TC� E3ETE�tM�A1������������'� ��;;���� ��`"������ THE SOIL. 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F,�.,,; FREE ORAINING 4 ,` � i , ..� GRAVE� ' �,`'�: �, ; S � ... \� ��� �•��.\ � \�` � #,��,.� Z .-... � . �'F,.. �`'��� .. � � a\\�;t`�.s'a�a�vl> 's,�a�.ea�.'' �'.0�:4 . ��^,�.�,.,.�.. � . �^�.. ,..,,.... ._...� .. x ...�:.. ..,..... ,. �� x �_.."�'.. �s"..,., 4" R3GID PERF{}RATED 5QR35 �F � �-'' �� �-.`\�,' '�, � v�_�'�.,t„� _ ° PYC �1� MIN1MtiM SLOFE. � ` � 2 ��`° INVERT PER PLAN. 4..vv � . �� '^�.+...., ?i,,...rM.� AU \ .+ `�u�+ � � � .�w .�. .+.. : � : .....,.�......... : : �.n."i i ^..,� f........,.. �, ,� � ��`� .l� `1,•..v..`� ' ",�..*"'a � r ...,�� , .�� ,, ������� ����� � ...�� s,....� � . `�S ��...n .t� ����1 �;�v �� �, $r..._�.�� �����. �� . ...,.� �� � TF� EN �F� ED Wi �TH [ ., -�•,� � . a �°""�; ,����`'� ►VOT TG1 SCALE �.�,� , � ����� .� `S `t�y „�Y o ,. . .�.� Y�n s �. e .� ;i :..:..,: .. ,.� �:.�".. ,.•�s,,`• � �y^ �� ra" `: ;: ;` r' `l `\ r...,l�v, \4: ...,1 .� , .t ' 1 `' �> } '. S ,.. `` �.; ; �. `' �� ' _ , ` �ti:.< _ ,� : ,: t�'j"'i� . _, � � �"'+ . •#►� i�� � • • 1 I ��� y � - �1 . ! � � i i �.�.s =,�. - ,�*. � . * � �.r # � � r � � � + � � � i � � i • • i • i ' � #' • ' � � � ` ' � � r� 1. Buil�ling D�tum Elev�stion 10Q'-0" = 82 7�.0 2. This plan is for subdrain canstructian only, rsfer to struciurc�l plans for al! foundation information, added to this lan. 4. The Geatect�r�ical Engineer i� to approve this subdrain plc�n prior to construction. 5. If utiiity stubs to building� rare belaw drt�ins — cover utility stubs w�th clay. 6. Coordinate constructian of subdrairrs with plumbing plans, contact AEI if conflicts exist. 7. 1r� arec�s whsre subdroin inverts c�re lower than adjacent bo#torn of footing, the pipe and screened rock are #o extend awt�y at a 1:1 slope to avoid underrnining the faoter 8. Pipe Notes; a. All subdrain piping ta be 4" SDR 35 perforated rigid PVC. b. All grpvel to be wrapped in Mirafi 140n ca Waterproa�ng and protection baard by architect. d. Ali subdrain piping siopes ar� a# a minimum of 1.Ct9'�, unisss otherwise nated. 9. AEI recammends the use of Miridrain 6t?00 for a wufl drain sys#em. 1t?. HP = high point in subdrain. 11. "free draining gravel" an this shaet and others is defined as follows, minus 2 inch aggregate with at least 50q retained on the no, 4 sieve and iess than 2% passing the na 24Q sieve. As p�r ��4�@C�iC1iCQI report. 12. Mir�drt�in 600Q or 9000 are not cansidered to be protectian board. Protection bo�rd is required, Refer to architectural plans and spec�ficat�ans for detaiis. 13. A SOILS REPORT WAS NOT AVAlI.ABLE WHEN THIS PLAN WAS PREPARED. A GEOTECHNfCA� INVESTIGAi1tJN MAY REQUIRE THE 1NSTALLATIQN OF ADDI110NA� SUBDRAINS, A DIFFERENT DEPTH QF lNSTA!_I_ATI4N, ETC. 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GC7NCRETE CC�Lt'�R AND F1NlSH id MATCH EX1STiN� ADJAGEN7 caNC�E-r�. 3. !F FLAGSTONE IS SET IN SAND, DC?UE3LE C►ECK DRAINS W1LL BE REQU(RED. 4. EXiSTING CQ�ICRETE REMf)VAL TC3 BE SAWCUT �IEATLY ALONG EXfSTING JC?INTS. � \ �IJ � . � 4 �✓/'ALL�' �1�rt 7� . s� � ������ � #��' ������ �°�^ � � � ��� '� ��:r � ��'..��°�����.�����«�.� ���``� ��>"�,��'_W 3[ ??A qC�py{,+�4� '�yx �'wM• b���Q� t� ^ww � U ��d N���¢� ?40%� � �� � � 1 °' r � � a ,.- � ������� ��.��.Y/ ��� .�. �.��w� ��� . ����Y �� ���� _ .� �m �:, _ m,.�, � , �`�� �����,�.�r'' ��...� ._.,.��.��,,�a��,ta ,� . � . �. _�..� MM . � .. . . }• . �. , : ♦ � l • • • , l 1 Y .- . � ��.. ... a i � R . � � � � ., , f . � � � + � i S w � s '� � � � � j � l � � 1. � 6X6XW1.4 W n (}/R(y�7 C�iV CI-iAiRS G�i LJII�'�IYF WEEPHt�LE •�s� � s j • � � � * �. i 4 � i __ . � � • .. .. . .. .. � � ;. ��y. �ft � J . .. � .. ,. 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E�� . \``\Jtu\\\\\� \ \ �\ � �\�\.AAVvT���� � � �______�y�i-,.-,_, 1 ! � � • . • � � a I, � i � 1 � � � 1 � ♦ . ' 1 -•�-• r � � � �; � � � � 1. iNSTA�L AND MAI�JTAiN SEDfMENT CC7NTRt�L. MEASURES IN ACCORDANCE WITN THESE APPRC}VED PLAN� ANt� AS tVEEDED TC} PREVENT SEDIMENT FR4M DISCHARGING tJFF-SITE. j � i � � � R � � M � � � y � � � � ♦ � y � • i t r • ! � rC R i • • • ` � ' l� • # • � • � � • • ' ! • ' • - r �- ..f . f . � , ♦ ���� � i � � r � �! � � �► � i � �� ' �i.� � � si 4. PF�UV(DE C4NTlNUOUS INSPEGTfON AND MAINTENAN�E OF ALL SE�IMENT C�t�TRC3L MEAS�iRES TC7 INSURE THAT SEDIMENT CCiNTROL EFF{CiENCY 15 OBTAINED UNTIL FINAL STA81LiZA71fJN OF SITE HAS TAKEN PLACE. 5. INSTALL �EDIMENT CONTROL MEASURES AT THE (�NSET OF GRAdING Oi'ERATIONS SC7 THAT E��EGTIVE SEDlMENT �ONTRUL GAN BE AGHIEVED DURING TNE ENTIF2E CC?t�STRUCTI4NN PER10D. , 1 • f � � t 1 � � � . � S 1 � � � � • � : •� � ! ' • i � 'i 7. CONTRACTC3R SHALL DEVELOP MEANS AND METHt7DS TU CdNTROL SEDEMENT DUt�ING CONSTRUCTION TrJ ASSURE THAT NO BEDiME(�T (S DISCHARGED QFF-SIiE. 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C� 4� � z � s{_ �``"`.'�.��"` r" `' � � SEWER UNE SEE WYE WIlH 45' ELBt}W �'' 4� rf,. ��, '� � t" '"'t c�'�� �" �`^ PLAN FOR SIZE ALL BEL� FiIiINGS 120' m�•• 12" Minimum °: � ' � �; £•w �,� F , , { � . , r � < . . ` ,� :,�� � �w�� y `t'��i r �? r� '� t `n �C� r a �f • . � � �;rty'w�Y.4tz.�F zJ' v fir F �`e � F', � � �-. �� �> � * '`" :: CENTER OF WYE BRANCH TO BE PLACED � r,. �. ' � � ?ar �, �.� rE � .,.�.�'^ � '` r �. � . �,:<. �, ,� ,�° :` " ��y IN UPPER TH(RD OF SEWER MAIN. � �C u. , , . , � � � t .� ,�.: SPRING t�. pIPE SUB�RADE''�"` �>' `� � LINE � h � �o• E(,EVATIQN �.j..� � "' � r � W .. . � . . a x : � � � NOT T� SCALE � m � � � Approx. Scals: 1= 1-Q Scale: 1= 2-0 SCALE; 3 ra2 Scale: 1= 2-0 �`� ���p � �`► . � A E�ECTRIC SERVI�E TF�EN�H B�EWER, WATER, L RAINA�E P�PE AND CC��DUIT BEDDIN� � SA�]ITARY �EWER ��.ERNC}UT � �EWER SEF�VICE !�QN�IE�T1C)N D PRC}P��EC� F'�AG�TC}NE 1NALK QETA1� � a� z n z z�� ��� � �e PIPE RADi4 READ BdX (4"x6"} TO BE } 0• C�L � MOUNTED ON BUILDING OR POST. 12" CAST (RON H°20 RAIED (, ��jj :� COORDINA7E MOUNTING � � ��A� POL''PETHYLENE NBE ' LDGATION WITH OWNER'S REP (- I ( SEAt. t �,�� p • .,. .�.:,'� r� � � � � { fi REDUCED Pt�ESSURE � � � � �- BACKF�OW PREVENTER y ����#� ,� „°,�'a#. �' �''���, � �,� ��� � ( I � RE: PLUMBING/M1.d � � STEP 1 VALVE SOX RfM: 82(}7.0 i� i .� , '� � 6�� C(JQT CLASS P CONCRETE, �'� � � ,; �( 1 SQR-35 SEWER SQLlD RCGID PVC � PLASTIC TAPE POLYETHYI.ENE TUBE ' ` � ��' L�� . EX(S�T NG! C{�LOREC? TtJ MATCH ` . � � g� � � STEPS �--=---I WITti WATERTIGHT ADARTERS A. SUBMIT SHOP DRAWINGS TO . ( EXISTING. - Y�a� P«E VERIFY THAT A 4' MANHOLE IS .' ��' , ! '�„ , , LAF2GE ENOUGH FOR METER AND � � 1 ��� Fr-rTir,�s. � ' W z � � � `;.c , 12" INE.INE DRAiN ��"�a :��6 � ' � ° 4 � - �� � , PRt3PC1SED EXISTING � �� w � ¢ : . �= � . . � ' "" � u �, � � �� " < .,...,... ..... ,,.. � �., � ...«�..:,��..�,.,,� �... . .... �....:: � h � ..�� � m 18 GAUGB, 3 STRAND `� �K"`���� �.�'a`� 'r� � �;�:�' �`����, :�:� '� ��'`�, � `?, �` a`�.��� ��; , ,,�� �;��,, � ��.� j -i w � � �;� WIRE (PROVIQED BY ��' �;, STEP 2 a� � �� � " ERWSD) FRQM PIT `' + m� ?� � 0 TO READ BdX PLACE ON ���� 12" #4 QQWELS DRAIN AREA = 62.7 SQ. lNCH �. ;: . PLASTIC TAPE -� S[DEWALK BASE PREPARATION 4" CLASS 6�HAlRS. AT 18" O.C. GRATE HAS H-20 {HEAVY 1RAFFIC} �� PO�I''�THYLENE TUBE CONTRACTdR TC3 PLACE 4" CLASS ABC DOT RA71NG 13,50" �,pE �, QUALITY: MATERIAL SHALI. � 4^ o�P � �, `� 4^ o« 6 ROAD BASE AND CQMPACT TC7 6x6xW1.4 WWF CONFORM TO ASTM A48 - Cl,.ASS 30B � ��� `�°° �` '��;. 95°l0 �`uTANDAR.D PRQCTUR E7ENSITY C7N CHAIRS PAINT: CASTINGS ARE FURNISHED � �t�u. $2a00 -� ;. @ MtJISTURE CONTENT WITHIN 2°fa CONTf20L JC}INTS T4 MATCH WITH A BLACK PAWT f '�,� '" OF OPTIMUM. EXISTING, QR 8'x8' ON �ENTER �'� � �URB STOP BY OTHERS � .. 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AND LESS s�zE eE�as �E oR �.s�����i.��.. 1�Vltl ��� _- __ �� e�as .�E o� OF PIPE 1�-�/,� �z-�/s a�� so� oena Er�o Bridge Constructic�n. �� �2 =_ _- __ v_ QF PlPE ti-1/4° 22-1 f2 45° 30° DEr�D END ¢" 1.fi 3.1 4 4 $.p 4� ��� �� � _- _- 4" 1.3 2.5 25 4 8.4 6" 1.6 3.i 6.2 1i.4 $.0 T�tb3e 5-1 =- - s' �.� �.� �.o s.o s.¢ a~ �.s sa s.a ��.a s.o 8' 1,3 2.5 5.0 9.0 6.4 1Q' 2.4 4.7 9.25 17.1 12.Q Classificatic�n c�rtd �rCtdc�tiort c�f Ordinary Ripr-ap 2�" �o° �.g �.s �.�. ,s.� s.� �z' 3,4 s.� ,s., z¢.� ��.� <x �2• 2.� s.� �o.� as.s �s.� �s' �.$ �a.s zz.7 42,� as.� �`Ai�. N�tITE Riprap % Smalier #.han Irttermed�a#� Rock d5{} ts" a.� s.� ts.� ss.s 2s.s zo" 9.4 i�,s a�.o s�.s �.s i�esigna�tian Given Size i�irraension zo' �.� �a.� zs.o s�.s 3s.s ���f�.� �7,����� � by W�ight {�nches) (Inches) RSRRWN BY t�iK BY TRV BY Type VL 74-10Q 12 1. STaRM SEWER 19VSULATI�N GQIVTINUES F(?R 10 GENERAL Ni}TES SAGl.E RIVER NAT£R 3 + SANI"FATIIYi DZSTRICT 1. MEGA�UG RES7RAINTS SHALt BE USED IN C�NJUNCTiON WITH THRUSTBLOCKS. � �� 5f�-70 � ECTHER SiDE OE` 4VATER MA1N CROSSING. ��-�("j � f"j Z, N►A1ER SERVICE lIVSIlLAi1C?N CQNiiNUES FRQM 2. MiNIFiUM AREA REQUIREB WI�� BE THA7 QF AN 8 INGH MAIN CI3NC�ETE ��. � �-�� � ���� '��p T� ��«'����' 3. ALL TFiRUST BLQCKS SHAL� BE FLiRMED. 7H£ MINIMUM TNICKNESS FORM KATERIAL SHALL BE THRUST B�OCKS NQT TC) SCALE NC}T TQ SCALE NC7T TO SCA�E SCALE: 1" � 1' 3/8* PLYWOi7I3 �R DISTRIGT APPROVED EQUIVAl�ENT. sea��� f��{�E naze� f�i-t�i-Q6 4. BEAI2ING AREA BASED �N SDIL BEARING PRESSURE C3F 240f1 LB1SF. i-� �IJ ��1� ��" �I � F�;A�' � 1.�T�.�T F' �4;�T��T� C3� � ��"� �� �l��t� �C�1L� J �t�� � C) I �i[ �C�I� lil ���'� �� �C V�ATE F� A� C� ��"� �' �1/� � ��V� f� 16� S U L��"`� C�� ���7 ��r�� ��-��mat w�o� ��: a���ov�� FnR ���� �oos ..,. .�•.� . � :� � . .:. .., , � : � • • ♦ � i • i' • • • • • • • �` • i • • � • i ' • 1. SCOPE FUR I..AWN �EATtNG: (reference sheets L510�.2 and LS106.3� The scope c�f work far the lawn seating of the amphitheater includes � camplete re-grading and re-cc�nfiiguration of the fawn. Major changes inclu�e cutting into th�e existing lawn slope, lowering the gradients and reducing the overall siope of the iawn, replacing the existing boulders with new angular and rectiiinear sandstone blocKs and slabs, removing 3 sets c�f old stairs and replacing with two new sets, adding steps in the lawn far easier circulatian, adding a wall at the r�ear of the lavvn seating, and adding art artd picnic seating areas in the trees. The goal is to increase overall comfor� of lawn patrons by reducing siope gradients whil� preserving the mature trees at the rear of the amphitheater and provide new enhanced seating opportunities. The ex�anded scope of work includes the foliowing sequence of #aSkS: A. removal and demaEition of existing lawn boufders, sad and irrigation system B. installation of new sandstane blocks and slabs wi#h minimal re-grading of lawn sub-base C. installation of terrace waHs, stairs and lawn st�ps D. preserva#ior� and protection of existing vegetation with minimai tree removal D. grading, fine grading,soil preparation, retrofit af existing irrigation system E. installafiior� of art and seating areas in the rear lawn trees F. new sad planting, !imited new tree planting, n�w ornamental accent plantings. G. sod establis�ment, post project manitoring. 2. NEW EAST BATHROC?MS / EGRESS GATE I MAY PLAZA: {reference sheet LS106,5 and Architectura( Sheets) The scope of work for this area consists of construction of new restrooms on the east side af amphitheater, a new eastern gate, a new ADA ingress and egress ramp, and integration ofi the existing May Plaza, in coordination with improvements to East Betty Ford Way. The new building is to be sited into the steep slope at the east end of the amphitheater, and be integrated into the lawn seating. A green roof will covsr the buii�ing and a new boulder planter wall wilf cascade alang the interface of the buiiding and lawn. Th� building canstruction will match existing buildings, and be of CMU b{ock. Careful coordination will be necessary with the Town of Vai!'s improvement of East Betty Fard Way to address alignment and rauting of utiiies, thresholds befinreen surfaces, and averail construction sequencing and staging. 7he Scape of work includes: A. site preparation, site demolition, erosion contral measures. B. over-excavation for structural foundation, foundatian pouring, uti(ity conr�ections. C. cmu block buil�ing construction, mep systems, interic�r fixtures and furnishings. L�. material #inishes, s#one veneer, wood, sod / planied raof. E. egress gate and ramp, conneetic�n #a East Betty Ford Way. F. construction of plar�ters and �erimeter landscaping. E��[rT��:7 T�. [��Tl �:7�•Z� . : : =� -' #• s The scope of �nrorfc for this area includes construction of a new terrace at the west s of the amphitheater, 'rn the vicinity of the Borgen Plaza. The goal is to �reate an additional space within the faci(ity th�t can be used for small private gatherings. Th terrace is �roposed fio overlo�k into the Betty Ford Alpine Gardens, an�+ provide a� visua! cor�nectian betw�en the gardens and the amphitheater. The scope of work includes. A. site preparation, site demolition, erosion cat�trol measures. B. over-excavation for structural foundation, foundatian pouring, subsuefiace C. canstruction of lov�r seat anci retair�ing walfs. D. installation af concrete unit pavers. E. perimeter landscaping and fence cor�struction. . t ` '�i1.: .`FI:}: ,ti �nn�`.. �k x` :�. . ,�i :� . : : ' ' vns+Q.y.. � �., . ' .. ..: : . . .� t .: . -_ � ., ( . . . . . . . .�� . .. . � - ��` . n :. .. ..-. .. u.• .. �.. y. ..�. . .: .'� �. :� � . . .: -.� . .. . .. �. �: . � ., . . . :L '�' . :.. , y . ] .� .., . ... ... y : :.� .� .. i... .. :.. �. i; . . . ��.. ,... ..... . : .. .. .. .. .. .„. .. . .. . . . �. ;:. _. :.: , ., . . . .. .. .. �p., i0 '; . . . , 1. . . ,.� .�.� . :��.., ,. � '. � [. . .� � n .. ;. :. .. '. .. ... . �r:. �. ... . ... . . .�. . .. . .. ... . . .., . . .. ./ ..... .> �. ., . .. _ . �:� �:I. . . ....� � : '� �` r ". ... . .. •.. . . . . . . .. . . .� S� . ., a�a:. � ..j ..� . . . . ' . .. . . . . . . ... . .. .. . �� x ... �... .. 'i'. �.. c.. +:.. '. : '✓,.� .: .�, � . . .•i.. r. .:i� �. .,..t "i� a ?.:. ... '., }\ r �. �. :. :. . .. .. . . .:. 1 . . . . . .. . . . �..ti . . . . ... , .. ...�. .... /.. ..�: .. .. :, .: . .. , .. .. .. . � . e . � . � �. .. r e. �� 1.: . �.r . .. �.. �.:.. �. '. >� i .:. .. . , . . .,'.. . ... ... ... ;,. � . ...�: .r �.r ..i� .. .e.. �.. ,y... .. a` .., l�. ...: ....�. .. . U.. .�. ...... .'. .� �� , t:. . ..�. i,F 5 ... .' .��� .. .�: ��' �.. .�.. �. .'. �•... �.. .. .�.. J. ��.` 1.... ��. `.s `;u ..: .. . .. ' t a ... .. �.� ...� . �. �. . . .. � � _ ,. .. , _ . ,, .:. � � �! . �� O� � �. i� � � . . �� .+ .: I � � . � +/ . . . �� . - .�• � � � The following specifications and minimum requirements far work must be included and factored into bids as minimum requirements for campletion af the requested scop�s c�f work. Failure to compfy with these r�quirements will be reason far denial of ccrmpleted and installed work, accordingly. In addition Bidders are also to refer to a11 ifems described in the Protocol and Requirements for �esponsive Bidding Parties. Quai�t�y �ontrol: The Contractpr shall have a quaiity con�roi program that guarantees the a�herence ta these sp�cifi�atians. A Cer�ified Landscape Technician i$ highly recc�mmended for this task. Demoi�t�on: The Cantra�tor wili remave �xistinc� sod from all are�s in�l�uded in the scope of work. The methc�d of, sequence, and pha�ing of #urf demolition must be coordinated and appraved by the Vai1 Va11ey Fcaundation {herein WF} CJwner's FZepresentative, Top-soil shal! be saEvaged in ail �reas where turF is r�moved. Caordination of turf removal with V11F is critical #o avoid damage t4 the existin� irrigation �ystem of the site. Key �quipment and lines wiil be located by Contractor ir� the are�s affected by the project, and deiineated clearly prior the demolition phase. Ex��t�nc� P[ants: AI1 existing plant material is ta be preserved, and protected during the construction of the project as indicated on the plans. Any �� damaged plant mat�rial will be the respansibilit}r c�f the Contractor to replace, the value as determined by a certifie� arborist. �ail5 Test�ng: A composite soil sample shall be coliected from the lawn �nd planting areas and appropriate amendments (nu#rients and compt�sted organi� matter} made based or� soil test results. �ail samples shail be collected from the soif surface to a minimal depth of eight inches, and from each of the areas where work is propased. A routine test for soil texture, nitrogen, phosphorus, potassium, iron, electrical canductivity (EC}, pH and organic matter shali be conducfed by the soils laboratory. Nutrient deficiciencies shall be corrected based on the soil test results prior to planting. The C,�wner sh�{I be provid�d a copy of all soil test results conducted noting any problems and correc�ions needed. A change order will be required and approved in adv�r�ce of nutrient amendments. �oil Preparation: Saiva�ed topsoii and sub-surface soil shall be ripped or tilied into the underlying soil #o a depth of 6 inches fia uncompact the sub-surface to auoid development af an interface pan. Excessive tilfage (ie. c�ods less fihan 1 inch in size� shall be avoided. For areas being planted with perennials and �rasses the soil amendment mix {see below} shall be added to the native soil at a minimum rate of 3 cubic yards of sail mix per 1 ��0 square foat uniformly warked in �o a minimal depth of 8 inches, S�il preparation shalf be conduct�� when soil maisture content is appro�riata to avoid soil compactian. While na topsoil impartation is anticipated for the project, areas where soil raises the finish grade to cr�ate positive drainage shall be tharoughly watered and re-watered to allow s�i1 io settle to a firm �onsistency before finish grade is campleted. 5a�i Amendme�nt m�x: Th� soi( amendment mix shall be a mixture of the following materials in equaf parts: organic aged compost, aged manure, and aifalfla pellets with preference for locally available sources. The Contractor shall propose the sources for #he soil amendment mix, �nd these MUST meet the approval of the Landscape Architect . This mix is to be applied uniformly ta all perennial, graund cover, and grass planting areas a# a minimum rate of 3�ubic yards of soil mix �er 1000! square foat uniformly worked in to a minima( depth of 8 inches. All shrub and tree plar�ting holes will receive an application of sail mix at a ratio ofi 7a°lo part native soil to 30°fo part soil mix. Gradmc : Eln the limited scope of work far the lawn seating the goal is for the finish grades ta meet the current fnish grades of the areas ot work. There are a few isalated arsas where there are drainage issues that are exp�cted ta be correc#ed in the course of fihe work. The detaifs for stone slab / new angular boulder piacement as spe�ified She�ts LS1Q6.2a Ifi is anticipated anly light fine grading wilf be requ�red far the preparation of the sub-grade for the limited scope of work. The expanded scope of work shall follow the new grades established in #he plans and the 'cut' inta the existing grades of the lawn. PlantMng L.ayout. Final {ocatian of all plant materiai shall be subjec# to th�e approval of the Landscape Architec� rp ior io ins�aliation. The C?wner's representative and Landsc�pe Architec� reserv� the right to rej�;�ct any plant installations not previously approve�. Plant key and schedule shall over rule any discrepancies that may occur with piani symbols. Qualrty of P1ar�t Mater�als.Unly nursery grown premium specimens are io be used for all tree, shrub, perennial, and gras� plantings. Cantractor must provide nursery saurce(s} far piant material and r�presentative pictures of the quality c�f plant material #a obtain L.andscape ArcMitect appraval rior to ordering, shipping and delivery. The Landscape Architect and Qwner's Representative reserve the right to reject plant material deemed deficient. Plant materi�l delivered to the site or staging area must be protected from harmful w�;ather or mishandling. Perenn�al, GrasSes and �round Cover Plant�nr�. Shrub�, perennials and grcaund covers are to be laid aut and spaced aecording per plans and pfant lists. The soil mix is� fio be applied unifarmly to all perennial, graund cover, and �rass planting areas at a minimum rate o� 3 cubic yards of soil mix per 1 a04 sguare foot unifarmly worked in to a minimal depth of 8 inches, Tree and shrub plant�nq5: Trees and shrubs are to b� planted in hales 2 times th� diameter of the rootball. Plants are to be set so that the top o# the rootball is level with finish grade. All tree and shrub pits are ta be amend�d with 7Q°lo par� native soil mixed with 30°lo par� sail amendmeni mix {sail mix). A 4" mu(ch saucer shall be provide�d arour�d the base of the tree. A1 Inew #rees are to be staked with WOOD stakes. Ba1! burlap and wire cage to be removed prior to backfiPfing of the plan�ing ho1e�. C,�uarantee / Warranty: All installed trees and shrubs IViiJST be vvarranted for a period of 2 fc�l{ growing season sfirQm PR(3.IECT ACCEPTANCE. Contractor sha(I replace all plant material that is dead, dying or unsightly. � ' #. '• • . i #'� . •.. #� � .. '! � ,. � . ..�i'• . M •!! i. � ! . � ,.,. .. � . ., . ! # ' . . w ��•�.# . ! *iM !. . r .I� . .r / '. f :� a � �r .. a. �. ��. �, , � • . � .� � .i. s - � . �. r � r. . . .s. ; � A� . rv: � r. r. r . i'' # ; r : r.. � � .r. M, .. . :. . � *. �. � .. �! . � ` . . . r' . #. . � '� ` . �. `. �� �. , � r: . * * � � � � � � �� . � �� � � - � � '�. : :"� '*. . . a + ' �; r! � , � * � . �� � � . . � � . �' . . . r . . � •: ; . �. ... . �. :.. . . � . . ,m � , � . . ,:, . . ... � �_ a . i � � � .': • • : s: � +. +� . � � �rr ,, � ,` � _ �, � ,. �: * � � ,, a a . .. ., � ,� . �, �; .. �, .. � +w � ;� � �� � �. . * ' • r � �� �a +, : � . - � ♦ . �. � i, .: *. . r. �. . . �Y �. � � : �. . . . ye . � . . � , ; . E �r wr � A � ^ ' �'. !YI. . - . � . .. . ,. . {� .. . . .. . .. . . . # , � � � V 6 " ' . � . . . . �. �. . � . . � � . � � . . � . � .. ,. .. � ��. e . . � . . i �. � w, � � .. � ' .. * , . ,. . � �_ , , ��, �� � � r ; ' .. . , ' . . . . � � � : .� "� : ..� �' '.. . . ,- ... ' � .... Y Ar. .��..�i.4,. . � . � � r. '�w :iY ban .� ,�,,,; _ t� e.n* 'y,� .i #R_ t r, Y ' 4 � g'. ��l.� �� �. k +t q�t }�e "� '�2 =:X� � .: i^'fr Wf: 4%ti��". >V � �,%Nh s,n xd � � � ., � � � � STANOARD °GRAY"' CL}NCRETE SLAB ON GRAL}E, REF GVfL PtJ�NS Ft7Fi t7ETAlE.S {CO7 A�ld DETAEL GlCOS) FI�GSTCtNE "COLORAD�? BUFF SRNQSiC7NE" OM CCiNCRETE SLA�, REF CIVkI !'LANS FOR CETAI�� (C07 AND LiETAiL a(Cp3} ra #- * 4 . • � �r • R •- � . lNTERLQCKIN� CONCF2ETE PAVERS, HERF2INGBONE PATfERN, TO MATCH EXISTING PAVINCa TO FtEMA1N np %J 'N�, i.. i'4. I" iY s� 4 �� 1 � � vt f �;. . , �: , .. . - .. : � ,. .. ,.,�: \'..�„ i * � ti,�.�....:•.�� � _ ^\£bz',, �F�:"'� \' �..e�..o�i� , .' :Aa:;�j`. �,.-;t:d"`.�i,.. Q?`�..,£ f�.,..�..s�\.?i,..�.., ::: �i�,cg'� �`� ; 3 rti �y� :t..,,. �., ai: ;�.: : , E ��..•�,. Symbai Key Cammon Name QTY Size Spacing Notes 1. Tress to be inspected by certified arborist �h�i?�f�. Existmg Tree _ �� to determine health and ualue, es#imated ���� A� {to be relacaEed) varie replacement cast, viability of survival after '��}:�� shown ' � � °- transplanting. 1. Trees to remain shal! be protected, trea ���� P� Existing Tree _ as Protection fencing shall be installsd at (to remain) varie ���w� appraximafe drip line around all protected trees to pratect criticai raot zone. �", .�::;•\ ; ,v..�,�. Symbol Key Botanicat Cammon Name Q7Y Siza Spacing Notes a �� Acergmnala flame' �In��=� _ �.�{' r3S �� C� single stem � cal. st�own Quaking _ 2.5" as o �t i'opu(us tremu/wdes Slil��� - St£,'1T1 Aspen cal. shawn ���tuur� � a p� Pfcea pUngens �olorada _ 1 p' ci8 ��� Spruce ht. shown e �,}� PrunuS vrrg�mana Shadeblow , .� ��� �� �h�be'`- Serviceberry caI shovrrn single - stem ��zr °_';.^� � �, a � z �..: �>;�, Syrobol Key Botanical Common Name Q'tY' 5ize Spacing Notes Q �`� Caryo,vtCnSx ��emist Spire - 5 gal. Varies �YouttobaappmvedbyR.LApriorto cJandorrenSry installalion and pfanting f+ Red Osier 5 gaCw V�r��s 1_ayouktol5eapprovedbyR.L.Apriotto d i��J' Cprnu5 servrcea - instaltation and planting Dogwaod O ��s-,, Juniperus guffa(o Juni �C - �ayouktobeapprovedbyRL.A.prtorto sabfna b�ftalo' P 5 gal. Varies instatlaUonandptanting DW�i`f AtfIC LayouttobeepprovedbyR.LA.priorto Q S� 5aJixpurpvreanaaa ��U� ��J�a� - 5 gai Varies instaftationandplanUng � y'��a���;�zi ?� Key Botanicat Common Name QTY Size Spacing Notes E� Echmacea purpu�ea Pu p� e _ � �) 1��� layaui to be approved by R.L.A. pdor io Coneflower � installation and planting �$ L�atrrs spfcata �aJ � �� � 4+� Layout ta be approved by ft.l.A. prior to �����e� ' � tnstapationandpla�ting Alpine F'15 PC� Papa�er alpmum _ �nA�n tayout to be approved by R.L.A prior ta P�PPY {4° potsj installation and planting n Penstemon �" e PenStemon e2tonu � �I � A n layoutto be approved by R.LA priorto � Firecracker ' � `� instaUa6onandplanting �+ Meadaw �7n SalwanemaroSa 1 t1�1 1G�� Q.� LayouttobeapprovedbyR.l.A.priorta �`��� ' y � � instaltation and ptan6ng �3�P �`\sCa�'C.^.`*j\"�=l'C: �.`� M�b A) .r,��e ,....:.::,:,:..:.,>.:..z Symbol Key Botanical Common Name QTY Size Spacin� Notes ///��� Galamag�asirs Feath�r ( e� ' Cf� �CUPIfIOPd _ +t ti,a� V8�85 LaYout to be approved by R.I.A. prior to { ; Installation a�d planfing �.,,j ��� F��te� Reed Grass � � L1S l'IBIrct4tnGhon ��u�' r LayouftobeapprovedbyR.l.A.priorto �� scmpena�ens Avena Grass ���� vari� Insta2laGonandptantlng �yw� :'C��2 :��a�� r:F' � V�:eZ��y�r� �.<.i �::�?�.aC€>:\� a.o�?..3Z*a..� i :�'>C:.��a,>€:3:�? Symbal Material F'roduct QTY Size Spacing Notes 'ESF tCentucky eluegrass Emarald Sod Fartns .,� q ��� Blend Sod' - N/A NtA 3� 561 E. 1281h Ave ° '' " Comcnerca Giry, $0022 Cut to 2' min4mum dapth. (343) 654 0262 p � / ExCra fine shredded Re(erence Ptanting NO;cs tor ��� �,.f. !YI%�1Gh hardwood bark � WA NtA depih of roulch �oulder T�rrac� var�es �:� {.`�..�"LGL?l7L.' E?�C1C�'.> - savshest asshowo LS1Dfi2a y , . r � ��.;,. . r. , . � : ...� +, �.�:. .� i, � ' �► ,.. „r ; . �: � ; .,; � ;; ; b ;� �; , v ; �..F�. s . f � ' ` d'. 1! �.$ q A �p EJ.cf1'�` � � � 9 �Y' �i' $Tn d �� P `! t� fp� i' �� � � l . 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Trees #a be inspected by eer�fied arborist ���< _'� Exisiing iree �� to determine health and value, estimated , ��; 'A� {to be retacated) � v�iie shawn replacement cost, viability of survival after ;� transplanting, °`a�._; 1. Trees to remain shall be prot�cted, tree ,� 'f� rotect9�n fencin shall be installed at .� �...� P� Existing Tree �7 �� p 9 ,�'�'_ , (to remain) varie approximate drip iine around a6B proiected ;�,�_,,�;;� showr� trees #r� protect critical roat zane. �� I > � . { y � q y;., ` 4 t p �v �� } l � 3 r ..., \ �.;: " \ . �.�°,�� \ _. � � i > \ \ t � \ � � � \ i t � j . � ... .: .... \ r � � _ �� � �. � .� � � �' � �,� � ..«,,..;.... ` s � : �� �, �,: � �, .� ���- � �`�.. ..,.. � , �.:: . .� �:� �� .. �.. �.'».. \ � - 7.. .d. � "�. •�; � � �' �'r=:� � : A p '~�afy%�����^ � i i2 Y�a �F ✓� � � 5 p � i�. 3� ar� ` l i�..• .� i �• .,.. ,� ...._ � .. Y _ ' � µ� � �'L.. a � �..�.�.. �,�... �w � �. ��~"'�,;.�` � � � . . ,�F i 3� \ ei �v � 3 2 Z { � + �\� �' ��� .. ��. r1' � / I / f'' . � � ��.++�"",� . ., ����� � � � r� , .:. � f F .�d r F� F 33F'�y`.. . t �if,f J - t F � ,. ,, . f? � �. f ��ns+ f i . .., } " t . + .: " . '...' , , �„ ; :� ; . :.,, ;... ..:, ,. � � .+� � F \ a�' , x� � . i. .. � � [ � : .:s_.. \ ::. „ , .. � , .�. 7.... \ �- ,..� \. "`�, �:. �\ . � � , �, . \. . \ . \ J � � 4 � c � � � ,. ` :',.:�:. t :.:i- �'� � . � .-� � � , � � ,. �,::�� . `�� �� �"�' : \ :: _.- n ._ ,_ �\� ,.:... ����� r '" ;. � ;. ', � . EX1S71NG ;.,..,... , ::� .. BdULDER WALL +�r.�.. ,�\ `m �; � AREA {1) 80UNDARY . ;� � ;���< _ , : , ���`` ��� �.,,:' �.��., 3 ��� } , ; �; #���' �,���s" i��S��t���d� � . ���� ., � . ., ��� � �1�i€��-�94'C'F-9�,�T�R `��, .,.,,, _ . ... � � ,, _,, g , ���f�. _ _ _ ,�.,�'�.� ..;.. _ ���,� CC)����i� S �"f#�,i� ��'� �`� ` ` �' ' �` ° �,` ';* � �_ �� ., :.: . . .. �\� ..: '. *;���� ��,��: . `, ..: �Y,� s \ . ' z�,,s �' /' r' `��'� '\�V1�� ���� ��.� @ ��'T 1aJ 6 � . � . 4%�'�� a l O �� - ���C2 O. . fi� ���� ����.�� �^, ��, � � � ,�.. �. � ��`�� !-i� �13} `` ' 1 % ,' ?"� ��� , �..�` ti� � , ,� �� ��: �. \ �� � � �� ,:j�� �� ;�`�����` _ 1���,� ��' ��� ��,� ,,;�, `�1;�� ` ,� . �� �� �\�� ����. � �� ��• ����\�. �� � : J�a \ �� �� `. \��� �°� .\�:.�ih � i �..�4•`. Symbat Kc�y Botanicai Common Name GlTY Si2e Spacing Notes a Pf Popatus tremulordes Quaking .� 1 2.5" as single - stem AS�}G'n C�I. SitOW�l \,4�1 �lllr �� Pp ,�,�p�„��� Cr�lorado ,� 5� p� as � �� Spruce ht. shown ��Artta+, ^ �Y Pez�nu5 v�rginr.;na �'�ir`�{��'�}�OW � °(..�° aS Slt1 �@ - S�£..'i1l ! �''U�`�� Serviceberry caL s�own � \�`\d <�\�� a,.., .3`anaa>„ Symbo! fCey Botanical Corcrman Name 4'iY �ize Spaaing Notes � c� Caryoptensx �U@tl'i{S� �Y�it'{'. '�� rJ ftaI. V�iIE;S 4ayouttobeapprovedbyR.L.A.Rriato c/andaner+s�5 N 7 instaitation ac�d pianting Q GS �r����,�� Red 4sier l.syoultabeapprovedbyR.l.A priorto �agwo€�d 27 5 gal. Varies „��„�„�, a�, wan�� i� a7� �r ��/t��/"�i���: �J +J �t�t. ��.j'��5, ��itGasmaat3onand6y�RLnAa priorto Saler urpureanana L3�UPi YYii�C}W �.�\.�Jv.u�w��CY.�.�@\� £'�•�4P\ ���w �..�: �.,,> >3 :?::;c` a:.n.�c.:` a�> fSey Botanicai Common Name Q7Y Size Spactng hdotes c Purple „ ta outtabea �v�a �.�. G�j Echmacea pur�urea ��q` � ry�f. �� Y PP Y P�orro r p 'o �'`���fl�W�� � y insta4iationandptangrt¢ �-S �'��`,ss/'r`��' �'�y 20°� 1 gai, i4" LayouttobeaPProvedbXR.lA.prMrio feather �°$�"��°� e� �^°°9 Alpine n F15 �r`� Pap��er alpinum �vp` �,nr��t l.syout to ko aPProved bY R.L.A. Prior to ���i�� ` {4' pots ins:atleiion and �^2nting ) P� F�nStempneatanrJ Penstemon 2D°l 1 c`��. ��tn Layoutto6eapprovedbyR.l.A.priorto � Firecracker � ����a°� a^� �°°^� Meadow �('� Salwa nemorcr�.�a +�S fl/ (''�1.tG �� Layout ro?so approved by RLA. pciar W _ `7r'3f1� LQ J �/t��}. i V {i.0 insial4ati ptan6a43 � k � � �IM � i�► �, � _ _ .., . ;..., . E� ! ,.. +\ i �v .a\ba u�v\ \.N �a�``. i\�� �wX��a�C ��.�\.\.�\. \......�:3:>`v...;'eaS... \..::�..�a��tAsa. Syrnbol Key Botar�ica! Gommon i�ame Q3Y Size Spacing IUotes ,�+ �:lamagrastrs ���tEj$C {y V� acut�r7ora �1 Wa�� L.ayout ro be approved by R.LA Rnor in � 'KariFoerstet Reed Grass �� ` ���� instaiiafionandptantiag ! Jedictatr�chon �� U� A.f Layaut to te apprcved hy R:I.A prior tu H� SBm erv�rens 7't i C�� Varies inst2llationandplantirrg P Avena Grass � s,� � �f�#Y ��� � � ��.� a ���d'��Y������ �"���� ���' �� �:. � ������ '�������������� Z � �� ���� n.����.��.� 4.��..��� ��� e��� +���`�° r�.��,..�..�.,,��_.,�.��.��'-'�„�� ,....�.,.,,,�� ����•"� ��t � e.{6(i ."l� ) �l .� ?�..i4 �.�'I> , n: 7 °,�t.. � � ..,a.tJt3' z � �n�%:. ��I�� I ,� �. . � �� � t� `�.,` ; ,,0. t," _;' � : j s1 �.. �"�ic::: `�: ��' i' i 5''�" ':"r"Ei:¢,�� :Ve\�e.:,�F` ii::''o-2a:`:e•t:�`c e. , c: �,. �s♦ .:\d \a• .i����..a. n :JC'�.n�w,�..:\�`n�� .:`\��.ui`v \•\ \.: �'u}2iSbC?E M8t8ti8! PiOdUGt QTY' BIZE Sgecing 'ESF KeMUCky Btueg+2ss .� �p� Blend Sai' t S 83 � r w WR WA Cut to 2" minlmum depth. �,%J'. 1Vti.l1�� E�ctrafinoshredGed 32 PUA N!A hardwood bazk GY �_� .. ' � `; � Bvufder Ter�race ,.�28 u$� .` it, \�� l����� �l�G�� Cp see sneet as snown ° ,` � 1St062 �lOfBS Er„era�d S«, Fam,s 31581 E. i28th Ave Commerce City, 80022 (303j 654 0202 ReferenCe Plan6rtg Notes for deptfi oi muicn � w .. � .. .. • .. .. .. .. .. • - a '"' +i�M � r ..-'f, a�. • r. • a s � � •• • � � i • . � ! a in • • �1 • .• . . � . � •• • . � r .. ' � • - •• � .. - .. ,� � � � � • • � • • ► • • � r � � .. + . • • � • � ' � � • �• � • � . .. . � ..• . • + • � r • • • i I�' � • i i � 'ti � � � � � ♦ ♦ � a . \ � i ♦ � ` � � � . � +, . � � � � r, }, r �� t � r % T } yy � f � � u.. ,,rr�,. Y'1s ..'w .�2+ 5.ar . � r;c � : • :, r �,_: '.�"`G"� ��v , .� * t � � � c; � �ry � � ��� � ������� , F. : ,.t : , . ,,,, : «. . � ., �.,: , � � k; {" ; }` 't } } f t N Y ^i ;r � . r � �:. �. ; i i. � . x �.' ' '� .i � ': . � + . * , � _ i ' � +r. ` s '! �' : . . . ',�' � • '� � � EXISTI[�G FENCE REFERENCE IMAGE LS106.7 NT� SELF ADHERING FLEXIB�E FLASHING — SLQPED STC}NE CAP W/ DRIi' ,` TiC} WALL REF LS SITE PLAN � � � � � ^ WEEPS MT� FLASH(NG WlTH DRIP 1�2" TYP MT� STONE ANGHOR DAMPPROOFING DRA(NAGE MAT CUT THIN STQNE VENEER METAL LATN CMU, REF STRUCT DWGS MOR7AR SCRATCH COAT APPLIED TQ MTL LATH MTL TERMINATION, PER MFR BACK-WRAP FABRIC FfJR BUG SCREEN— ,�, T/(J PAVERS � REF LS SiTE PLAt4 + � . i a ����.C��� ��� �� / ����� ���3�� ��������� ���,�� L�'f fl6.7 i�ITS MATERd,4L NAME: "CCJLORADti BUFF STt�PdE SLABS" S€3PPLlER: G�L�EGUS CC�iti1TACl`: STC�NE SALES t�.C}C}RE aS: 1C197 S�'�illti! ,�.� CF2E�K R�d�ti GYPSUM, GC}�.C3RA[�C� 81631 �hiC'i1�9E: �?i3-524-4322 ��A1L: �1"C?hl�SAL���GAL#���C7 i�C�F2P.CC}t� �1��: C'aR�LL��aC9��{}Fc�.�C3i111 � ' ' i ` � • � •► � _. . . i. � �l�r� ' ��I;�'„'�:��'� . i a y: a i � s - • - -a -• � '" .�j � � ar. � ., � ..". . . � 1. � �. ��� � _. _ _ . _ . _ . -�.---,.. ■71 �. �,�w� . .� ��we ... ���. �� �� �� �" ��� ��. , �# �� ��.,'�,. �����:_�►�!'.► �►�'�� � � :C .. :: �: ��e :� � .f � ' ` . { ' ! � �,f . � : // •% . ' ,�/ f �' �. �•� . l .` � / • .� .�' ��� t. . . . . � �>. . .. . . - .t • . . ;�. , �'; �.,,..• .: - . ��� ..;..• •�;;: � t: �_ . � • �. : • . _ _ . . . . .., , • �� � •��'�•� � . :! �� � .. . ~sq • � � d ' d . �, • ' . .� Q > � � . . _ . ��4 v. Q paa ��O ° �� �o� QC�� � at.��o �C� � � C�� o � a� � � � C�� � � o� .�.c� . l � �*--' �n r� l'i� C� �^ ��� C�) ��i� 111= II ,III 111 ii�_ � � � i � � ____ � � � I I I � � � � � � �, �, ,-. i` � / � ��l. t r i � � � r ; i ; ' �i � `,,� :i111�ljlll��tllli �Ili �Ifl ���� � ii�_ . g ELEVATED PL.A(�TER W}�.LL DETAIL �5906.7 3" = 1'-0" r ` r f '• • ` • `� � � rt� +��. r��a !/t■ ,.. .. . .. t _ � ■rrr � -: r • • � -, '�� � • ! .. . s _ ..�. ELEV�TIt�N 1'SlLT FENGE JOWT / CC!'�TI!'1AI Q C� ! s � tJ�IC;i�TlJ�S�€� �f EG�Tr��"6C)3� COMPAGTED EARTH �SHEET GEC)TEXTILE { SNEET ��-�� FILTER FABRlC i FLC7W ':ir,"i < =°s'.�'� e a,,u � � � FENCE UNt�ISTURBEU V�GETATiON � Pt3STS � SUPPQRT F�P�CE � � � REF LA�IDSCAPE PERENNiAL PLANTING DETAiL AND SITE PL1aN ` , '/,l ; � / i i1 ^ � Y t _ ;'�. � � �,. .� .._ r.. _., l��"� _ . �_�I�ftl���t III �,,_ s��-r ��r�c� s taE{�i'EXi1LE F(Ll'�R FA81�IC �� FA�iENEi� f}t�i t�!'HPLL S1E}E, �'AE�F�IC TO �E TdWAF2DS EARTH DISFttiPilE)hJ SILi FENGE A �fRAPP�D ARt�IJNC} F2lDGE C3F �d31UiPACTE(3 F��10E �C3ST EAF2TN U�1 UPHILL S�1?E B � CiF �if..i�Ft F���iG �CaUPLEi� £ur °g° .�"aELi �EN�� � VI ]C� d � . .ea.w.wwmwa� a:AtL� ���i.+L. f9 1` �!1[! y A6��. �,�,(;a+ � ��r ��� �r�l�➢-ii�€� `�f��iV��3 >1Li l=��3�� �EC�ii�3°C ������ ��� ���� TREE �?t�3Pl.dNE .�,� �� '� r rr � �� � � � � � � ... .. _. . , �._. i. 1 �/U� � V�t,i,� 1'���[iLLl� Vf `. EC�t�A�, SUPi�OR�" PQS�`S EVEFtY 10' t3.C. lNSTAL� PC}STS A M�N. 24" I6VTC3 GRC�t1ND, iYPIC1�� 1� 4' i-IiG�! FEi�lC(NC�, AS Sf'�Ci�iE�, Tt� BE Pf.���E7 AT {�R4#� Ll�IE C?R L.�iYli i� Vf" t7(�At1SJ�1`E13�, J`Xw3 �I�i1✓lL.J!'10 ��.i V!Y [—�ti�� t t i—�1✓t'A� iYVTi�. PFZC.�TECTItJN FENC{�!� TO BE MAfNTA1NEC? THR4UGHt7UT i"HE COidSTRUCTli3h1 PERiC3D NOTES: GUY ALL TREES 100 MM CAL. AND OVER. STAKE 7REES UNDER 4" CAL, TREE �HALL BEAR SAME RELATION 70 FINISHED GRADE AS IT Bt�RE T� ORIGINRL PLANTEG GRADE SET STAKES VERTICAL AND AT SAME HE(GHT STAYS TO BE SE7 2i3 UP TREE OR ABOVE FiRST BRANGH�S GUY WIRE TUi�NBUCKLE TREE WRAP REMUVE BURLAP �"R{?M TC�P 113 QF BA�L 3" ORGANIC MULCN LAYER MOUNp TQ FORM 4" SAllGER s •: r : -•� .. , . ♦ ► � � � � .�� ... _� ., � s � t :a • ':=.• I � �: i �C^�' � <. 2x ROf�TBALL DIAMETER NEVER CUT LEADER - PRUNE BRUWN (JR DEAa BRANCHES • -•• TF2EE STAKES AS SPECIFIED G UYS AT 60 ANGl.E M(N ` � �� � . ,� „' �"' . ��� , � �� ,� � � :� � . �A` � z _ . �s�os.�� ��-s 6*1� 6 L..o:7. { V � V �b� 0./iA � ��i,.i�{\wY �i�a�t� 3 f.�F�C��ST ai'�.�vt�, EF'i'f��� �f,4? MC7F�� �"9-��.i� 3 L����F�� I Y�4�� '1.?S iF"3.L.L }.a�P"lCS. a.7A`M1.37P� F1.�R�/'l I SC✓i'k 0 i,✓ �[�t�& i�� t3 t..✓G.,. P-4a:i � F A761�C:: �4d 1°'��Y16OtCa.B i�4LP'Ybl� ai� 3 6��� o} f E`4T�G4.i Y�fl��ixt"tL ��ICD �`�" �f�t�iE hi�1��3 !". ����: ������ ����s��� ���� �� ����� ���� �� ���� SET STAI'S A�t)�l� FIFtS7 BRANCt-iE�, E r � ! • " . . �. f s i s • ,� h►j��i � , ,� , � j : � � � . , � � # �� � � � � �i Y _� . ►...._., .� # « �� , , . . ;, , . �. . �r-7I'�: � c1��1�rr -�r 120 12Q 120 PREVAILING WIND STAKINGJGUYiNG LOCATION PLAN . '.� ' (,. 'a � :� � . . , i : : .2� p' . �. ' :+:� J r -a• : � R � - � �' , 12" Dt11 [V �I�TES: TREE SHALL BEAR SAME RELATfON T4 FINISHED GRADE AS IT BC?RE Td �R�viaus ��,�� Nt?TE: GUY WlRES REQCIIRED ONLY ON TREES OVER 12' HIGH - - � • - �r �- . � . � � .�,, � . . . - • - •- -s : i� �' '�. . • •' , . � � � � � � R I � � �_ �. � - : s : � � � ���I � • � ♦ , � �;;�Il'�I : � � � � ■ •�, � • � • �• s• � - . � :, s�.. �- • . .� • � ` ' . t -: � : -•s �� r r � • �. SET Rt?C3T COL.LAR AT FINISHED GRADE 3" OF ORGANIG MULCH �AYER �4j P�,a�ti�fr�� ��x {s�E �c�T�s} SCA{�IFY Tt� 4" DEPTN At�t� RE�GMPI�CT ��b��7.=tJ �4r%G74,7(St'll./� �r � � � 2" t: : _.. ,.,- ,.. �:..' :: L:n �..::^. r: .�. �. `!i :'_. ���/_ ► � r ♦ r� :: . � . . '� .;��. . � gg ����� �������� ����II� L�1 t36, t lV�� adp�yt9 i3 �. _ ,.�,�� ��t, � � � �:�En���3i?����:: � " 4 3 � ~ A � •; � . M .. � -,� �.,.::_ -i- � �. � 3- ^!^ i- -F �' � � ^ � j �� i � . YI � . * �. 4 � � A ��. IM � � � � � � �.. �r � ' . �. .. . . .. . ... .. . . .. . .. .... ,.. .., . . . . . . _ . 1• ; �• ••'•••�••• � • �••� � ������ � „ ��,��� � ����� � ��� � _ r��,,� �� ��� � � �.�.��������� ���� �:���� `�, �������������� ��:��� �-��'c �'�?--�-��.��.�: �� :� ��� _.�. _ ..�.�.ix,� �.���..�w�,� �����. �.,s����.��,��.� � ,��..��W��,.,. GUYS AT 60 Af�GLE � � w ~ .• .. • .. .. .� r. .. • • , •• .. i '� � � • • • + iY • .. r � � i � •. 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MOUNTING REQUIREMENTS AT ACCESSORiES CLEAR FLQOfZ SPACE AT WRTER CLOSET �_^��_� i � I 1 I I I I I I 30° MIN _ CLEAR FLQ4R �PA�E AT URINAL X PUSH SIDE PULL SfDE � NOTE:X=12" r--+---� -------) MINIFDOOR ( I ( HAS BOTH A � � CLOSER ANQ � � i LATCH � i Im � � ���� �'_.1.._'��i FRO�1T APPRQACHES SWINGING DC74R PUSH SlDE NC?T�: Y = 48"' fVili� IF C}QC7R NAS ,4 24" MIN � CLL�SER � � .__.. ._,.. � � � � }� i I � � 1 - -�- � � � � � � i ' !" CO � � \'! � GRAS BAFt REQUIREMENTS AT WATER CLOSET ia���•�:�r<<e��►:��� -.�� � (�C�TE: Y= 54" MiN !F DO�R NAS GLO�ER PU�L SlDE 24" MIN �-- -- - - ° -i � ( � �- � � f � i � � � �..,�-�-�� ���� ���������� �������� ���� �SCiTE: Y= 48" MitU 6F CvQT�: X= 36" MiP� I� Y= 6�° �. 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DWGS F�C}C�F JC�i�TS, FZEF SiRtlCTURAL L�WGS 2 x WD FRAMiNG @ 24" O.C. FASi`ENED TO PERPENL7(CULAR WALLS CEILING FINISH VARIES> REF RCP � �, � , ; , : , , ,, , , � �i�� � i � , ��� �"�� � � � . _ . � -r-- _ � < �/- � � C)``� � 4.� i'",� � .,1� 1 . t� � �'/ � \� �"l' ) {�� q.r .� �–, „°J ! y ,i 'i'�i�_/���--.°C G4%`��...�r-.`�l�.r�'�'�C,�-,r, �.�{'; 1 ^ _ I I'�� i'�. 1�'1 � t l_}�' , l 7 `� , tJ /" 1 1 T i . G'' f � � r t � � i J � .ti��.� �'� r` ,-,i ' �c l > , � � , , t ,, , �� 1 t� „ {' t . , ,-,..{' �� i r'�-'� � ;y a -, � < ti � t'� � � t , -, } � –' . { � � . ! ' i .. � , i __. � ___. i . _ _ _ :` _ __;i� — ;� ; r�r- s ,._ _, _ _, . , .._ ; $ � ; �_ m , _ ,_ � ,a. :G �___ � ( ;—_���� i____� i � . ; � - . : __ ' � ___ � i I__�� + a— �,.,__�; _ ; � . _ _ _ _ . ; � � � ` � --- , _�, _ . . ___ _._.. o�..�' , 7 . �--- NOTE: SUBRRAiN SYSTEM �1C?T SHOWN, REF C1VIL � � FLtJ{JR AS�EMB�Y TYPE F2 A'IOT.2 1 112"' = 1'-d" .-, ., > r-r�--"",-1� ` �� r " ' F , {� o� -.v r � , �-r i�t , "'1?�' , � , �� ; � �., �"`� � Q � .}(,y l�? (�,`^i J"l� �;`...% L> .y� �-✓ L�' ^ { `"� � `` � i �,� �' ' �,� � � � �o '� 1 [? OV : 1 r, D (� i � .^.�,_i "�� 5 �i n ( � . � �. � t,,., � ..✓ � � � S o � � r � �' �^� �. } � <,,� ` � i. � J : ry i � � v ,�'J � ez..- i� ti � � ' . ✓ ��.. t � ., �✓ > t 1 �a�� �`�! f> � � ;,'�.'i f's� ) ��o'� f� Q C� �,^.'�i ("�1 ? �}t"` i �� 5 . .w r"'!i ( l ta ,.,� c� � �, -� �} ' t � � ' 1 ___- ` ' _� � —_' � ___+ , t , ! . _ i . _ . ...__ � . � . . ; E � - �?-- � , __� , , ,t �� � � � r� ;1, ,i� - - --__3 , __�.�. � , � - _� _ � , - , - � - ,;�.,, NOTE: SUBDRAIN SYSTEM NOT SHOWN, REF CIVI� � � FL.C}C}R AS�EMBLY TYPE F'I A107.2 1 9i2" = 9'-Q° - �- 2XWDSTUD FRAMING A8 R �������� PAVERS, REF LANUSGAPE DWGS • •� - � . i�.. , • -� � � s: � � � � i � � � � - - r•• GRAVEL BEd, REF C1VIL RE� SPEC FOR CC>NCRETE FINISH REF PLANS FOR SLUPE Tt0 CONC REF FLOOR PL.ANS � CONCRETE SLAB ON GRADE, REF STRUCT DRP.WINGS CC}NT(NUC?US, REINFORCED VAPC7R RETARDER GRAVEL BED, REF CIVIL E���� ROOF ASSEMBLY BA�TT INSULATIC?N FOF2 SOUND MITIGATlON AT RESTROC7M DIVIQING PARTITIONS �NLY REF RCP GWB CEILWG BACKER Rt�D AND SEALANT ' . �• - -r G1�1U, REF STE2UCT t7WGS �r .-=~��. �: � %�� — R40� ASSEMBLY ,; ���r� ►�v�u�.��r�c��v �o€� s�ur�a M!T(GAiIOIV taT RES�°ROC�M �71V1D1NG PART4TIt3iVS i1t1fLY RE�_RCP.�. t�itUB �EILiNG B�1CK�FZ RO� AND SEALANT CMU, REF ST`RUCT DWGS • • , , � ,. ,. , � . _ .... ., , s , r $ INTERIC�R. WALL AS A107.2 1 1J2,� = 1,_0,� �. . �. SECTIUN i � ! CMU, REF STRUCT DWGS SEMBLY TYPE P1 ' � _ ���� CMU, REF STRUCT DWGS DAMPPRO�FING, BOTH SIDES QRA(NRGE MAT, BOTH 51DES METAL LATH MORTAR SCRATCH C�AT APPLIED TO MTL LATH STtJNE VENEER, REF PLANS AND ELEVATIONa F{�R �OCATIONS 7 EXTERiOR WAL� ASSEMBLY TYPE W� A907.2 1 1I2" = 1'-0,� i . � � r . M CMU, REF STRUCT DWGS DAMPPROOFiNG DRAINAGE MAT METAL LATH MQF2TAR SCRAT�H C�AT,4PPLIED i1� (v�T� LATFi S�"�NE VE�lEER, �2EF PLAi�S AND �t_EV{�Tlt?N� Ft�i� L(�CATiQNS -.� � ..re�.e.«.� ..F, �... X tl. 4� � �# � � 4 b L° "�� � � �� � °w„�. �� &..� � 4 � � i.i e� �...a��, . ����.��,�� ,�:�.����,�.�..��¢.�.��. �� ,,.:�-��,� �,��o�.� � �r��. = ��_�„ � � ������� � � � �������� CiVi�9, R�F �T�2UCT E3WGS 7f8" iirl7�L i-{AT CEiAf�lddEL. Rl1�1 �dEf�TICAL 16" (�.C. ep� �,�.`�r�R�c�f: s�-i�A�r�i��vr�a AiF2 �NFil��I'RATItJJ� BAF�t�iEi� STAINEC} 1 x 6 i&G V-GR�UV� �i[�ING, TC� iVlATCH �XlSTltdG CMEJ, REF STRUCT DWGS 1° �x����a� syEa�rn��v� 718" MTL HAT CNANNEL RUN VERTlCAL 'f6" O.C. AiR IN�f�TRATfON BARRiER STAId�ED 1 x 6 i&G V-GR{�OVE SID9NG, TC? MATCH EXiSTENG �. �. . ,► ; � . . � _ . ..# , . ,. .._ . _ ... _ _. . ., . � � ii � 1 r � . � E � r CMU, REF STRUCT DWGS A!R {NFI�TRAT(ON BARRIER INVERTED SEAM PA1�Ei� AN� J41NT car�Tirvut�us i�vv��-r�a sEaM TRACK RECEfVER RUN NORIZ RIGlD (NSU�ATI4N BETWEEN CONT TRACKS CrJPPEF2 PANEL AIR INFlLTRATIDN BARRfER RfGID CNSULATION BETV1/EEN CONT iRAGKS (NVER7ED SEAM PANEL CROSS SEAM CC7NTINUaUS INVERTED SEAM TRACK RECEIVER RUN HQRIZ COPPE� PANEL 4 EXTERIQR WAL�ASSEMBLYTYPE W3 A107.2 9 9/2" = 1`-0" EXTERIOR SECTIQN - �- � EXTERIOR WALL A1Q7.2 1 1/2" = 1'-0„ r , r � srucca, BOTH SidES META� LATH, BOTH SI(�ES AIR INFILTRATIt7N BARRIER, BC}TH SIDES CMU, REF STRUCT DWGS ♦ � � 1 ,� ir . r BTUCCO METAL. l_ATH AIR IiVFILTRAiIQN BARRIER V��� 1!�� V��Y� t 4../�lJLd � ��� �����. ������.,. �.���.:.���....�" ���� � ..�q»�.e.-p..(+.-�aR.�nw.Kry. .�au)r�v�s.aacxa.+.ra.cpss.aa[r�':�xam�zs» � . . �urs.x:z;^ewsccae� ..m�uw��.xmxxa�.r«a.xvas.w:<n.swvr�naa�r.ar.z�,-?xur,as�rr;�.-...n.^-�:m. y:��.axsusc_+cxzsnra�_c�ss�-sv. �i"4 i C3 1.L .. � f t L t" ( r"lfte „ � � F���� �� ���.�� ���,��������:.� ���.��� �� � ���: 3 �������� ���������"`.� .. � � � '` �� -/2y „ ..,�.. �_�x ,,.._. �M� ,_..._. �� � �r�,�._��. � ..���� .�����r� „ � �-;��. �., �� . �_. �r.._..., . � � .�,...�� �,�� ...� ✓�t � _,,..mM.. �� � � ; � � � .. � . s � � � � :• '•� �•. , . . . , ,. s*� ,. �► � w � �. ; . 4 .. . . .. .. .. ` . ..,. .. . ._. ... .. .. . ... ... .. .. . .. . ......._ . ..-. .. . . :.... ... . ._:. .. ........ i � w � K � •• •• � •• •4 ar Mr y� i • � •• � . � s . . . . .. • .. . . � • • r . . . • � . . � r .. . . . . i �. � , .. . . � � a , .. � . � .. �. ., . .. ' . � i • • • _ _ • � � � � • M • . . .� .. .. .. • . . . . . . - - • � : . . . ., . . ..• _ � .. • - _ � . . • . � . • • � ,:..r�rr► . • �� � � �, , �, � �: � ��! �► • � �l , � . 4 � ... .. J � M .. � . �� #�,�� � i ' i � � � i . , i • r ! � i � , � �4 . �- �� ,.; ,� ; � fM1 .1�. eeJ`�.} � � , ;; p � ��, � I IIIII * � � ' u�# , . �. ; : Vl�ta.., i y� , ± ti x ' i � ; I . ; ,1��. � ;, ; i i � i ; ' , :� � �► � � , , ..�.i�i +., �. ii�. # 1 !• . �•� : : • : s � �► : . ��►. �'' ' �. # � c E PLAN 1 fz' TYP � BACKER ROD AND SEALANT N SELF ADHERiNG �LEXIBLE FLASHfNG � SLOPE a�--------- N .�� T/O CMU � REF STRUCT RUSTIC TNIN STONE VENEER DAMPPROC}FING DRAINAGE MAT 1�2' �fYP �\ � � METAL LATH MORTAR SCRf�TCH COAT APPLlED TC7 MT� LATH MTL TERMfNRTION, PER MFR BACK-WRAP �ABRlC FOR BUG SCREEN � �\ �r �� e� e � r � ��� � s ��II;�_�� 1 I j _.__e__W.__ [ �I � (` i� I� la �� E."����i� 4ACKER RtJD AND SEALANT, �URR4llNDCNG PICKETS, TYP >TC7NE CAP �" x 1'j2' TUBE STL PlCKET FENCE, VEL� TO STL PLATE, PAfNTED Tt� nATCH EXISTfNG METAL FEATURES >TL PLATE ANCHOR BC3LT, BELOW 3TQNE GAP, REF STRUCT >T� P�ATE BELOW STONE CAP, tiNCHOR FLATE TO CMU, REF STRUCT :USTIC THiN S70NE VENEER, BEL4W 1�" x 1�" TUBE STL PICKET FENCE, WELD TC7 STL PLATE, PAINTED TO MA7CH EXISTING METAL FEATURES ST� PLATE ANCHOR SC}LT, BEI.OW STC?NE CAP, REF BTRUCT � WELD 2 x 2 TUBE STI� PICKET TO STL PLfiTE SL-- Q--- P� � � S�OPED STONE GRP / . ��.��;�;� f i� �' / � � � _ � � .i. .i. . ..;�_ .. .. .. . .;.. .�. _ . ,... SAW CUT DRIP MTL FLASHING WITH WEEPS DAMPPROOFING DRAINAGE MAT METAL LATH MORTAR SCRATCH COAT APPLIED TO MTL LATN CMU, REF STRUCT DWGS RUSTIC THIN STONE VENEER ��-l.. -� ������-����, ��� ��� . � 1• i A l i _°° � � � �_ - � � , �- — GRAVELBED s . • � SLfP J(31NT, REF STRUCT 1 �F? , • • , � � � � � � _ _. * .— •#�i �4• ' �� �'•+ '��• !; �f* i� '.. `si�,_._ ��s ,. ..,� EXTERfOR F(3UNDATlON STONE T 1 1!2° = 1'-0„ �LiP ,3t�INT, REF �TRUGT SLfF� .i�lhtT, R�% GONTlNUC?US DAMPPRQOFING LAPPED QVER WATERPROOFiNG At�Q MT� �LASHING RUSTIC THIN STONE VENEER CMU WA�L, REF STRUGT DWGS MC3RTAR SCRATCN CdAT APPLlEQ TO MTL LATN METAL LAi'H DRA(NAGE MAT PER WATERPRC}O�ING MANUF MTL TERMINATIUN, PER MFR FULL THICHNESS STC)NE VENEER AT BASE W! MORTAR SL` ��� .. . � . � • � s +-- � � ••-�• -• :s • • . . . .:. -.. ! !"�! STUCCO FINISN � - -• • : � -- - .,. � i . j .�.�• M�L LATH FLEXIBLE FLASHING LAP 4VER MTL FLASHING BASE WEEP SCREED MT� FLRSHING WITEI DRiP GRADE, REF C1VIL SL----- �-� DR1�I�DAGE SFiEET P�R i(V�TERPRQ(3Fls�i� MA�i U F CCiLf� FLUiC7-,�PF'LIE4� WATE�PRCiC3FING, EX�'E�9� R�QVE GRAi�� 12" �Is� C�?i�i �C}i1�Ii�AT1t�R4 W��L, %�� STF�U�i` C�VVt�� . � , •• > • , s -: s # C%rtt! �QtJ��a��"Ic"�N�3 �1�L�, F�EF �'s'R�.3��" t3W�� t3RA�IVAGE SHEEi i�ER WAi"ERP�C�OFIl�G MAf�i9� GC7LD FLUi�7-AP�'LIE� WATERS'F�4t}Ff�lG, FRC}M St�TTt}M QF Ct3NC WALL Tt� 12" N11N ABt�VE GRRDE PROVIDE PARGED CANi T(� EDC� C�F FC�C3'il('�G iNJ 5°!o SLOPE GRAVEL ��"��"a �`� ���.�� a �� � �� � �� FI�T�R F�tE�R1C ����� � —�,. ��������������� ����a G--x'" �w� '�� V_ i I�I I 1=1 I ! � � � `� � i- � wa ,�_R �.� �� ���m � ���4�.�� oC�'oC�'� o�= � i �m� ��.�� °o� °o� °c�� °���I I I— �t���� ._�.� .�� ��.�s«.«�t„ !� �� # �� � i � �# � � i � � � � . 1 � WEEPS MTL FLASHiNG WITH DRiP 1�" l"YP MTL STC?NE ANCHOR DAMPPROdF(NG DRAINAGE MAT METAL LATH MORTAR SCRATCH GOAT APPLfED TO MTL LATH RUSTIC THII� STONE VENEER CMU, REF STRUCT DWGS STUCCO �fNlSH BULLNOSE CORNER BEAD — PRESSUREi"REATED WOQD BLOCKING � TIC1 CMU 112'-0" FLEX(8LE FLRSHINtU AIR INFi1.Tl�ATIC;N BARRIER • METAL LATH STUCCO FINISH CMU, RE� STRUCT QVI/GS 3Y" x 3�" PT WO(JD CANfi STRIP s-ruc METp CMU, DWG; BIO ' 108`. 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N� W � � r � � l� � 195UED FOR: No. DATE GOMMENT ,� �-24-12 505� GD 5ET ---T B 8-03-12 �i0% GD 5ET G S-1'7-12 BID SET D 8-23-i2 ADDENDUM � E 8-28-12 ADDENI�UM � � 8-31-12 ADDEi�lDUM s .1 a-28-12 FOR GONSTRUGTION KEY F'�AN ��l��cC?� "� �"�'4�� i �"��' �.°`�`�."" .IXW2.1 "�° �?�� g �� 'e= �'�� �".� ��" � � � � ' � � �`� (� ,fi . � � ,�, . d y � Y `i � V aY I'r v 4 k1 �' F J �„'�r� �,�' " u � ��� <, " ,,�, �„�� a� ?r� �,�,x s5'� � � �,�� �;. � `� ; � j � �� ��� / � �� »3 a �.N r �..%,�[,u '' - � �.-. � � _�.� � �, . � �. , �,. _ .T w _..��.N_. _..,�..ww �, �� —� . � ��° ,�,�� � . _ _. _ __ _ .M. � � .an , ...__ *_ C�ETAIL� E'RC7JEGT Nc>. DATE ���% �—�`�—�i`�� � G+Rf>i^!N BY GN�GK�L? BY ri�� �� ��-;��� ��. (' '✓ �h � �"d. 5%z'�I$j � � � �t � 4@`�°� �VA �� � a� � t *�,�P C��° ` � d u� � m v v� ra r- 0 N � 3 � 0 0 v � ti N ti � 0 � v Q � � c� , h {`J r � a- CL 6ENERA� NOTES. 1. LIVE �OADS USED IN DESIGN: �. ROOFSLOPE> 4:12 ROOF SLOPEt 4:12 C. FLOQR D, IMPORTANCE FACTORS CATEGORY SEISMIC FACTOR IE SNOW FAtTOR IS WIND FACTOR IW E. WIND 3 SEC4Nd GUST FASTE5T MILE EXAOSURE 80 PSF 109 PSF 106 PSF � � �� .; • . ., . F. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. G, CODE USED IN DESI6N: INTERNATIONA� BUILDTNG CODE, 2609 EDTTION. 2. DEFERRED SUBMITTAL A. DEFERRED SUBMITTALS FER SECTION 10b3,4.1 SHALL BE SUBMITTED TO THf BUILdING OFFICIAL AND 7HE DESIGN PROFESSIONALS ANd REVIEWED PRIOR Td INSTA��ATION. B. DEFERREb SUBMITTA�S ARE: 1. STEEL FRAM2NG SHOP DRAWIN6S 3. TESTING, INSPECTIONS AND pBSERVATI4NS: A. THE STftUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUC720N, STRUCTURAL ENGINEER MAY MAKE PERIOQIC OBSERVATIQNS OF THE CONSTRUCTION; SUCH OBSERVATIQNS 5NALL NOT REPLACE REQUIftED INSPECTIONS BY THE GOVERNING AUTHOftITIES OR SERVE AS "SPECIAk. INSPECTIONS" AS MAY BE REQUIRED BY CHAPTER 17 QF THE INTERNATIONAL BUILQING CODE. B. THE F4LLOWING WORK SNALL. BE INSPECTED BY THE SPECIAI. INSPECTOR UNLESS SPECIFICALLY WAIVED 8Y THE BUILDING O�FICIAL. 1. SOIL PREPARATI4N a. EAR?HWORK EXCAVATION, PLACEMENT AND COMPACTIQN OF FIL� AND IN-PLACE dRY DENS2TY OF 'tNE COMPACTED FILL FOR CONFdftMANCE WITH THE APPROVED REPQRT. 2. CONCRETE GQNSTRUCTION a. PERIODIC INSPECTION OF REINFORC3NG STEE�, b. PERIODIC VERIFICATION OF USE OF REQllIRED DESIGN MIX. c. CdNTINUOUS INSPECTTON AT THE TIME FRESH CONCRETE IS SAh1PLED TO FABRICATE SPECIMENS EQR STRENGTH TESTS, PERFORM SLUMP ANp AIR CONTENT TESTS AND DETERMINE THE TfMPERATURE OF THE CQNCRETE. d. CONTINUOUS INSPECTION OF CONCRETE PLACEMENT FOR PROPER APP�ICATION TECHNIQUES, e. PERIQDIC INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPEftATURE AND TECHNIQUES. 3. STEEL CONSTRUCTION d. ALL WELDING SHALI RECETVE CONTSNUOUS SPECIAL INSPECTION EXCEPT THE FOLLQWING: 1. WELDING DONE IN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE WITH SECTION 1764,3, b. THE SPECIAL iNSPECTOft NEED NOT BE CONTINUOUSLY PRESENT DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED THE MATERIALS, WEIDING PROCEDURES AND QUALIFICA7IONS OF WE[.DERS AftE VEftIFIED PRIOR TO THE START OF WORK; PERIODIC INSPECTTONS ARE MADE OF WQRK IN PROGRESS; ANO A VISUAL INSPECTION QF RLL WELQS IS MADE PRIOR TO COMPLETION OR PRIOR T4 SHIPMENT Q� SHOP WELDING. 1. STNGLE FASS FILLET WELDS NOT EXCEEDING 5J16" IN SIZE. 2. WELDED SHEET STEEL FOR COLD FORMED STEEL FRAMING MEMBERS SI�CH AS STUdS. 3. WE�DING OF RAILING SYSTEMS, c. VERIFY WELD FILLER MATERIALS CONFORM TO AWS SPECIFICATIONS AND MANUFACTURER'S CERTSFICATE QF COMPLIANCE IS REQUIREQ. d. PERIODIC INSPEC7ION OF THE STEEL FRAME TQ VERIFY COMPLTANCE WITH THE dETAILS SHOWN ON THE APPROVED CONSTRUCTION DOCUMENTS SUCH AS BRACIN6, STIFFENING, MEMBER �OCATIONS ANQ PRdPER APPLICATI4N OF JOINT DETAILS AT EACN CONNECTION. e. VERIFY STRUCTURAL STEEL MATERIA� CONFORMS TO ASTM STANDARDS SPECIFIEp IN THE APRROVED CONSTRUCTION DOCUMENTS ANQ MANUFACTURER'5 CERTIFIED MILL TEST REPORTS. f. PERI4DIC VERIFICATION OF HIGH STRENGTH BOLTS, NUTS AND WASNERS FOR CQNFORMANCE TO ASTM STANdARDS SPECIFIED IN THE APPROVED CONS?RUCTION DOCUMENTS AND MANUFACTURER'S CERTIFICATE OF COMPLIANCE. g. PERIODIC INSPECTION OF BEARING TYPE CONNECTORS WITN HIGH STRENGTH BOI.TS . 1. WHTLE THE WORK IS IN PROGRESS, THE SPECIA� TNSPECTOR SHALL DETERMINE THAT THE REQUIREMENTS FOR BO�TS, NUTS, WASHERS AND PAINT, BOLTED PARTS AND INSTALLATION AND TIGHTENIN6 IN 5UCH STANDARDS AftE MET. DETERMINE THA1 ALl PLIES OF CONNECTED MATERTALS HAVE BEEN DRAWN TOGETHER AND PROPERLY SNUGGED. 4. MASONRY CONSTRUCTION a. THE MINIMUM SPECTAL iNSPECTION PROGRAM FOR MASONRY IN NON- ESSENTIAL FACILITIES SHALL BE AS FOLlOWS: 1. FROM THE BE6INNING OF MASONRY CONSTRUC7ION, THE FOLLOWING SHAL.L BE VERIFIED TO ENSURE COMPLIANCE: a. PROPORTIONS QF SITE-PREPARED MORTAR AND GROUT. (PERIODICALLY} b. PLACEMENT OF MASONRY UNITS AND CONSTRUCTION OF MORTAR JOINTS. {PERIODICALLY) c, PLACEMENT 4F REINFORCEMENT. (PEftIODICA�LY} d. GRQUT SPACE PftTOR TO GRQUTING. (CONTINUOUS�Y} e. PLACEMENT OF GROUT. {CONTINUOUSLY) 2. 7HE INSPECTION PROGRAM 5HAL� VERIFY: a. SIZE AND LOCATIQN OF STRUCTURAL ELEMENTS. (PERIODICALLY) b. TYPE, SIZE AND LdCATION OF ANCHORS, INCLUDIN6 OTHER DETAILS OF ANCHORAGE OF MASONftY Td STRUCTURAL MEMBERS, FRAMES OR OTHER CONSTRUCTION. (CONTINUOUSLY) c. SPECIFIED SIZE, GRADE AND TYPE OF REINFORCEMENT. (PERIODICALLY) d. PRQTECTION OF MASONRY DllRIN6 tOLQ WEATHER {TEMPERATURE BELOW 40 DEGREES F) OR HOT WEATHER (TEMPERATURE ABOVE �6 DEGREES f). (PERIODICALLY} 3. PREPARATION OF ANY REQUIRED GROUT SPECIMENS, MORTAft SPECIMENS RNQJOR PRISMS SHA�I BE OBSERVED. (CONTTNUOUSLY) 4. COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION DOCUMENTS AND THE APPROVED SUBMITTALS SHALL BE VERIFIED. (PERIODICALLY) 4. FOUNDATIONS A. MAXIMUM SOIL DESI6N PRESSURE 4,000 PSF B. CONTRA�TOR TO FOLLOW A�L RECOMMENDATIONS IN SOILS REPORT N4. 09-034 BY KOECNLEIN CONSULTING ENGINEERS, INC. DATED SEPTEMBER 1@, 2009. C, ALL EOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARTN6 ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUA� CONDITIONS BY CONTRACTOR WITH APPROVAL OF SOIIS ENGINEER AND ALl BOTTOMS OF FOOTINGS SHALL BE A MINIMUM QF 48" BELOW EXTERIOR GRADE. D. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOII OR PROPERLY COMPACTED BACKFTLL, APPRdVED BY THE SOI�S ENGINEER. BACKFI�� SHA�L BE COMPACTED TO 95% (MINIMUM) MOdIFIED PROCTOR DENSITY PER ASTM d1557 UNLE55 OTHERWISE RECOMMENdED IN THE SOILS REPORT. TF SOFT SPOTS ARE ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL (RE; SOI� REPORT FOR DESCRIPTION OF BEARIN6 SOIL}. E. CONTRACTOR SHALL BACKFILL EQUALIY ON EACH SIDE OF FOUNDATION WAILS IN 12 INtH MAXIMUM VERTICAL LIFT5 OR AS RECOMMENQED IN THE SOILS REPORT. ftEFER TO SOILS REPOftT FOR BACKFI�� MATERIAL. F. NO BACKFILLING SHA�L BE PLACED AGAINST WALLS UNTIL FLOOR TS IN PLACE AND PROPERIY ANCHQRED. CONCRETE SLABS SHA�L BE PROPERLY CURED, G. CENTER ALL. FOOTINGS (DftILLED PIERS) UNDER WALLS, COLUMNS aR GRID LINES UNLESS NOTED OTHERWISE ON PLANS. H. CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIEID DENSITY TESTS ON COMPACTED FILL UNDER FOOTIN6S AND INTERIOR SLABS-ON-GRADE. I. NOTIFY SOI�S ENGINEER WHEN EXCAVATION IS tOMPLETED 50 THAT CONDITIONS MAY BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL QR CONCRETE. 7. FOR SOIL DRAINAGE REQUIREMENTS REFER TO SOILS REPORT AND CIVIL DRAWINGS. 5. S�AB ON GRADE A. THE PREPARATIdN OF THE SUB6RADE FOR THE SLAB ON GRADE SHALL BE TN STRICT ACCORDANCE WZ7H THE PRO7ECT SOILS REP4RT REFERENCED ABOVE. TNE CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRADE PREPARATION REQUIREMENTS TO THE �EOTECHNICAL ENGINEER. B. MOVEMENT OF 7HE SLAB ON 6RADE MAY CAUSE DAMAGE TO ANYTFiING CONNECTECJ TO 64TH THE SLAB AND OTNER POftTIONS OF THE SUPERS7RUCTURE. ISO�.ATION DETAILS FOft PRRTITION WALLS, BASEBOAftdS, PIPING AND OTHER ITEMS MAY BE REQUIRED, REFER TO THE APPRQPRIATE DRAWINGS OR CONSUIT WITH THE RESPONSIBLE MEMBEft OF THE DESIGN TEAM PRIOR TO CONNECTSNG STEMS TO BOTH THE SLAB 4N GRADE AND OTHER PORTIONS OF THE SUPERSTRUCTURE, 6. CONCRETE A. ALL CAST-IN-PLACE CONCRETE SHALL 8E MADE WITH TYPE I/ZT PORTIAND CEMENT, STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: CQNCRE7E iTEM F'C MIX TYPE MAX WJC RATIO % AIR REQ. F04TZNGS 3660 psi STD --- --- FOUNDATION WALI.S 4000 psi STQ --- --- TN7ERIOR SLABS ON GRADE 490@ psi STD 0.50 --- BEAMS, WA�LS AND CO�UMNS 4900 psi 5TD 0.59 -- EXTERIQR CONCRETE (++} 4500 p5i SiD 6.45 6l-$% ++ MAXIMUM SIUMP SHA�C NOT EXCEED 4". B. ZF CON�RETE SUPPl.IER PROPOSES USE OF F�YASN HE SHAL� PROVIDE OWNER WTTH IETTER INDICATING CQST REDUCTION AT TIME Qf BiD. THE Mt?DU�US C?F ELASTICITY 0� ALL CONCRETE SHA�L EXCEE� WC1.5 33 F'C {OR 57,009 F'C NORMA� WEIGHT CONCRETE). C, Ct�NSRACTt3R 5NAl.� SAi•:CUT �R TROG�IEL[UT �QZi�TS ZN SL�165 QN GR4CiE. JQZNTS SHt�LE [iE S�,�CED 10 FEET t't��ID SAvSCGT �€Z TRQI�fELCUI 1f� pF 5LF1� DEl�TN X 3f16,• irJIDE tvlTttl�! 22 f-iOURS AFTER PC�URING. Ct�.tiRY AI�L S��ti3 �tEIiUFOFtCEs`�1ENT `(FiP.C3UGN 70I�4 i . D. SLASS, TOPPING, FOOTINGS, BEAMS AND WALLS SHALL NOT HAVE 7dINTS IN A HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT THTRD POINT QF SPAN WITH VERTICAL BU�KHEADS AND HORIZbNTAL SHEAR KEYS UNlE5S OTHERWISE SHOWN. ALL CONSTRUCTION JOINTS SHA�L BE AS DETAILED QR AS REVIEWED BY 7HE ENGINEER. E. A�! CONCRETE W�RK AND REINFORCEMEN7 DETAILING SHALL BE IN ACCORDANCE WITN ACI BUILDING CQDE 318 LATEST EDITION, UNLESS NOiED OTHERWISE. USE STANDARD HOdKS FOR DOWELS UNLESS NOTED OTHERWISE. ALL EXPOSED EdGES OF CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER. 7. REINFdRCEMENT A. AL� REINFORCING SHA�L 8E HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM A615, GRADE 50 EXCEPT TIES, STTRRUPS AND PLATE ANCHORS WHICN 5HALL SE DEFCIRMED BARS, ASTM DESIGNATION A615, GRADE 48 OR ASTM A706 GRADE 60. B. WELDED WIftE FASRIC SHALL CONFORM TO ASTM A185 6RADE b5 AND SHALL BE IAPPEd ONE FULL MESN AT SI�E AND END SPLICES AND WIREp TOGETHER. C. REINFQRCEMENT PftOTECTION UNLESS NOTEd 4THERWISE: 1. CONCRETE POUREQ AGAIN5T EARTM 3" 2, CONCRETE POURED TN FORMS (EXPOSEd TQ WEATHER OR EARTH) 2" 3, COLUMNS AND BEAMS {TIE BAftS} 1-1J2" 4. SLA65 AND WAL�S (NOT EXPOSED TO WEATHER) 3(4" D. REINFORCEMENT PLACEMENT AND TOLERANCES SHALl. BE IN ACCORDANCE WT7H 5ECTIONS 7.5, 7.6 AND 7.7 OF ACI 318, LATEST EDITION. E. NO SPLICES OF REINFORCEMENT SHAIL BE MADE EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPI.ICES, WHERE PERMITTED, SHALL 8E A MINIMUM QF 4$ BAR DIAMETERS FOR #5 BARS AND SMA�LER UNLESS NOTED OTNERWISE. MAKE A�� BARS CONTINUDU5 AROUND CORNERS. F, PLACE TWO #5 (PER $" THICKNE55} WITH 2`-0" PROJECTION AROUND ALL OPENINGS IN CONCRETE WALLS, SLABS, AND BEAMS. ALSQ PROVIDE TWO #5 X 4'-0" DTAGONALLY AT EACH CORNER, G. CONTINUdUS TOP AND BQTTqM BARS IN WA�LS AND BEANfS SHAL� BE SPLICED AS FOl.LOWS: TOP BARS AT MIDSPAN, SQ7TOM BARS OVER SUPPORTS. 8. MASONRY 0 A. ALL MASONRY CONSTRUtTION ftEQUIRES SPECIAL INSPECTIONS PER GHAPTER 17 QF THE INTERNATIONAL BUILDING CODE. B. GONCRETE BLOCK UNITS SHALI CONFORM TO ASTM C98, GRADE N. BRICK SHAL� �ULFI�L ASTM C62, C216 OR C652. MORTAR SHALL BE ASTM C278 TYPE 5 QR M. C, THE MINIMUM NET AREA COMPRESSIVE STRENGTH OF THE MASONRY f'm, SHALL BE 1500 PSI. D. WA�LS SHALI BE ftEINFORGED HORIZONTALLY AT 16" ON CENTER WITH 9 GAGE MINIMUNf LADDER-TYPE REINFORCEMENT MEETING ASTM A82 MASONRY WALI. REINFORCEMENT. H4ftIZONTAL REINFORCING SHALL BE CONTINUOUS AROUND �ORNERS. E. UNLESS NOTED OTHERWISE, MASONRY WALLS SHA�L AlSO BE REINFQRCED WITH ONE #5 VERTICALlY AT WALI ENQS, COftNERS, EACH SIDE OF DdOR OR WINDOW OPENINGS AND AT NDT OVER 24 INCHES ON CENTER TYPICAILY. RETNFORCEMENT SHALL SE FU��Y 6ft0UTED IN PLACE. GROUT SHALL DEVElOP 3000 PSI IN 28 DAYS AND MEET ASTM C476. F. ALL CMU WALLS REQUIRE A MINTMUM OF 2-#5 IN BOND BEAM ABOVE ALL DOQRS AND WINDOWS, AT FLOOR AND ROOF LINES, AND TOP OF PARAPETS UNLESS OTHERWISE NOTED. 6. REFER TO ARCHITECTURAL DRAWINGS FOR CONSTRUCTION 70INT LOCATIONS. H. FILL ALL VOIDS ANd BLOCK CELLS SOLIDLY WITH ASTM C476 GROUT FOR A DISTANCE OF 24" BENEATH AND A MINTMUM OF 16" EACH $I6E OF A�L BEAM REACTIONS OR OTHER CONCENTRATED LOAdS UNLESS NOTECi OTHERWISE. I. CMU SHALL BE FU��Y GROUTED BELOW GRADE� 7. PROVIDE A THICKENED CONCRETE SLAB UNDER ALL MASONRY PARTITION WALLS. SEE ARCHTTECTURAL DRAWIN6S FOR LOCATION AND EXTENT OF WAILS AND FOR OPENINGS, ALL 4F WHICH REQUIRE LINTEGS. SEE �OOSE LIN7EL SCHEDULE FOft FRAMING QVER NON-BEARING OPENIN65 IF NdT SHOWN ON STRUCTURAI DRAWINGS. SEE MECWANICAL DRAWINGS FOR THOSE OPENiNGS WHICH REQUIRE LINTE�S. K. ALL MULTIPLE WYTHE MASONRY WA�LS SHALL BE GROUTED SOLIQ SETWEEN EAtH WYTHE WI7H ASTM C476 GROUT. L. WHERE MASONRY LINTELS CR05S EXPANSION C4N7R4L �OINTS IN MASONftY, INSTALL LINTEL.S SO 7HAT THE LIN7EL MAY SLTDE ON ONE END. M. PROVIDE MASONRY TIES WHEftE MASONRY ABUTS CONCRETE. STRUCTURAL STEE� A. ALL STRUCTURAL S1'EEL SHALL CONFpRM TO ASTM A36 EXCEPT WIQE FLANGE BEAMS WHICH SHA�L CONFORM TO A5TM 992, {50 KSI) AND EXCEPT PIPE CQLUMNS WHICH SHALL CONFdRM Td ASTM A53 AND TUSE C4LUMNS TO ASTM A590, GRADE B, LATES7 EDTTIONS. S7EEl. SUPPL2ER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION. MISCELLANEOUS EMBEDDEd ITEMS SHA�L BE A36 STEEL. B. A�� STRUCTURAL BOLTS 5HALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT CONDITION. ALL ANCHOR BOITS SHALL CONFORM TO ASTM A307 UN�ESS NOTED OTHERWISE. C. STRUC7URAL STEE� SNA�L BE DETAI�ED AND FABftICATED IN ACCORDANCE WITH THE LATESi PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION." D. EXCEPT WHERE DE7AIl�ED OTHERISE, FABRICATQR SHALL SEIECT STEEL CONNECTIONS PER AISC "MANUAL OF STEEL CONSTRUCTION" (ASD), TABLE 11-A AND/Oft AISC "SIMPLE SHEAR CONNECTION MANUAL" WITH A325 N BOLTS {OR WE�DED EQUIVA�ENT) TO 5UPPORT LOADS INDICATED ON THE STRUCTURAL DRAWIN6S. WHEN LdADS AftE NDT SHOWN, SELECT CONNECTION TO 5UPP4RT 60% THE TOTAL UNIFORM LOAD CAPACITY PER AISC "MANUAL OF STEEL CONSTRUCTION" FOR EACM GIVEN BEAM AND SPAN. E. ALL WELDERS SHA�L HAVE EVIDENCE OF PA55ING THE AMERICAN WE�DING SqCIETY STANDARD QUALIFTCATIONS TESTS AS OUTlINED IN AWS-D1.1. F. MINIMUM WELDS TO BE PER AISC TABLE 72.4 BUT NOT LESS 7HAN 3J16° CONTINUOUS FILLET UNLESS NOTEQ OTHERWISE. G. FOR ALL BEAM%COLUMN OR BEAM%BEAM CONNECTION5, PROVIDE HORIZQNTAL SHOftT SLOTS IN CONNECTION MEMBER ONLY (WT-SECTIONS, ANG�ES OR SHEAR PLATES). H, STRUtTURAI S7EEL SUPPLIER TO FURNISH IINTElS FOR AL� MASQNRY OPENINGS AER LflOSE LINTEL SCHEDULE QR AS SHOWN OTHERWISE ON STRUCTURAL DRAWINGS. ONE END OF THE �INTEI. 5HALL BE FREE TO MQVE HORIZONTALLY TO ALLOW FOR E�ONGATION AND SHORTENING. I. PROVIDE TEMPORARY BRACING AND PftECAUTI0N5 NECESSARY TO COMPLY WITH ALl STEEL ERECTIdN STANDARDS AND TO WITHSTAND ALL CONSTRUCTION AND/OR LATERA� �OADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT LATERAI SYSTEMS AND QECKS ARE IN PLACE. 7. STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL �OMPENSATION FOR SHOP DRAWING TIME FOR ANY REVISIQNS TO ERECTION DRAWINGS NOR FOR ANY REVISIQNS TO PTEtE DRAWIN65 PRIOR TO ENGINEER'S APPROVAL OF ERECTION DRAWINGS. 9. NON-SHRTNK 6R011T A. NON-SHRINK 6ROUT SHA�L BE PROVIdED: 1, BETWEEN COLUMN BASES AND CONCRETE OR MASONRY SUPPORTS. 2. BETWEEN BEAM BEARING PLATES AND CONCRETE QR MASONRY SUPPORTS, 3. GROUT SHAL� BE tOMPlETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 6099 PSI PRIOR T4 ADDING BUI�DING �OADS ABOVE, 10. WOOD A. ALL FRAMIN6 AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LAftCN, GRADED BY WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL BUItDING CODE AS FOLLOWS: 2" THICK - 4" TO 6" WIDE (WALL STUD ONLY) STUD �b = 700 FSI 2" TQ 4" THICK - 6" AND WIDER N0. 2 Fb = 900 PSI 5" THICK - 5" AND WIDER N0. 1 Fb = 1350 PSI NOTED AL�OWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR TO ALLQWASLE 5TRESS INCftEASES. B. WHEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY CODE ALL CQNNEC7IONS AND NAILING SNA�I BE ADEQUATELY GAIVANIZED (DQUBLE DIPPED OR BETTER). C. TREATED SILL PLATE LUMBER MAY BE NEM-FIR, STRUCTURAL #1 GRADE. D. PRQViDE METAL CROSS BftIDGING NOT OVER 8' QN CEN7ER FOR ALL 2X WOOd 70ISTS. SOLID B�OCKIN6 BETWEEN A�� �OISTS AT ALL SUPPORTS AND ENDS QF CANTI�EVERS IS REQUIRED. E. FASTEN ALL WOOD MEMBERS WITH COMMUN NAILS ACC4RDING TO THE IBC SCHEDULE TABLE 2364-9.1 UNLESS NOTED OTHERWISE. F. LAMINATED BEAMS 1, ALL �AMINATEQ MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR LARCM AT LESS THAN 12 PEftCENT MOISTURE CONTENT IN ACCORDANCE WITH WCLIB. A�� SIZES SHOWN ARE NET. 2. (.AMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS Ft?R THE DESI6N AND FABRTCATION OF STRUCTURAG GLUE LAMINATED TIMBER, �ATEST EDITION AS PUBl.ISHED BY AITC. 3. PROVIDE UNITS CONFQRMIN6 TO AITC 117, 24FV8, D.F. F4R CONTINUOUS MEMBERS AND CANTILEVERS AND 24�V4, D.F. FOR SIMP�E SUPPQRT MEMBERS. MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE C�EARLY STAMPED ON EACH MEMBER. 6. PLYWaOQ DECK ANDJOR ORIENTED STftANd BOARD. 1. PANEL THICKNESS SHA�L BE AS SHOWN ON THE DRAWIN6. APPLICATION SHALL BE IN ACCQRDANCE WITH RECOMMENDATIONS OF THE AMERZCAN PLYWOOD ASSOCIATION. 2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE AMERIGAN P�YWOOD ASSOCIATION A�D SHAL� MEEfi THE REQUIREMENTS OF U.S. PftODUCTS STANDARp PSI, �ATEST EDZTION FOR PLYWpdD. ALL pANE�S WHICM HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED Td THE WEATHER SHAL� BE OF THE EXTERIOR TYPE. 3. FOR FLOORING USE 3I4" T&G STURD-I-FLOOR SHEATHING GLUED AND NAiLED WITH 10D NAILS AT 6" ON CENTER ALON6 PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS. 4. FOR ROOF USE ?'" (40J29 SPAN RATING) EXPOSURE I SHEATHING NAILED WITH 10D NAIL5 AT 4° ON CENTER A�ONG PANEL EDGES AND AT 22" A�ONG INTERMEDIATE SUPPORTS. dN SOD ROOF5 (WITH SOIL LOADTNG) USE 3J4" T&G 5TURD-I-F�OOR SNEATHIN6 NAILED WITH 20d NAILS AT 6" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG PANEL EDGES. 5. EXTERIOR WALLS SHA�� HAVE ONE �AYER OF 1J2" EXPQSURE I PLYWOOD QR OSB SHEATHING NAILED WI7H 8d (OR 10d) NAILS AT 5" ON CENTER ALONG PANEL EDGES ANd 12° qN CENTEft AT INTERMEDIATE SUPPORTS. A�L PANEL ED6ES SHALL BE BLOCKED. 6, FLOORS ANQ ROOF SWEATHIN6 SHALL BE INSTALLED WITH THE FACE GRAIN PERPENDICU�AR TO SUPPQRT5 WITH END 7pINT5 STAGGERED. 7. INSTALI. SUITAB�E EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND 6ROOVE PANElS OR 50LID WOQD BLOCKING SUPPQR7S. N. WOOD DECK WOOD dECKING SHALL BE 2x T&6 DdUGLA5-FIR LARCH (E=1,700,000 PSI, Fb=1450 PSI). PLANKS SHALL BE SPLICEd AT CENTER OF SUPPORT MEMBERS WITH AD�ACENT PLANKS SPLICED AT ALTERNATE SUPPQRT MEMBERS. EACH DEGK PLANK SHALL BE SLANT-NAILED TO THE TONGUE OF THE AD70INING COURSE WITN 8d NAILS AT 24" ON CENTER WITH ALTERNATE PLANK NAILING QFFSET 12". NATL EACH PLANK Td EACH SUPPQRT WITH (2)-16d NAILS-1 STRAIGNT, 1 SLANTED. WOOD DECKTN6 SHALI BE GLUED IN THE GROOVE 742NT WITH 40l GIUE COVERAGE. I. PREFABRICATED WOOD MEMBERS SHA�� BE THE TYPE NOTED ON THE QRAWINGS AND 5HAlL BE "BCI-�OIST" AS MANUFACTURED BY BQZSE CORPORATION. ALTERNATES SHA�L BE REVIEWEQ BY THE ENGINEER. TO BE CONSIdERED, ALTERNATES SHALL HAVE A �OAD CAPACITY IN BENDIN6, SHEAR AND dEFLECTION EQUAL TO OR GREATER THAN THE SI2E SHOWN ON TNE DRAWINGS. WEB BI.00KING AND BRIDGING TO BE AS REQUIRED BY THE �OIST MANUFACTURER. J. LAMINATED VENEER I.UMBER MEMBERS SHALL HAVE THE FOlIOWING STRESS CAPACITIES: FB = 2800 PSI, E= 2,@00,0@@ PSI, FC = 750 PSI, FV = 2$5 PSI. BUILT UP MEM8ER5 SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. CONTRACTOR SHA�L HAVE THE OPTION QF USIN6 3 1J2" OR S 1/4" WSpE MEMSERS. 11, NON-STRUC7URAL EL.EMENTS A. E�EMENTS SUCH AS NQN-BEARING PARTITIONS, ETC. ATTACNED TO ANDfOR SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNfi DEF�ECTTONS AND OTHER STRUCTURAL MOVEMENTS. B. FIRE FROTECTION FOR A�L STRUCTURA� PARTS SHALL BE PROVIDED AND SHRIL MEET ALL CODE REQUIREMENTS FOR TNE TYPE OF CONSTRUCTTON SPECTFTED BY THE ARCHITEGTURAI QRAWINGS. STRUCTURA� STEE� MEMSERS SHALL BE CONSIDERED UNRESTRAINED UNLESS NQTED OTHERWiSE. 12. GENERAL A. EN6INEER'S ACCEFTANCE MUST BE SECURED FOR ALL STRUCTURA� SUBSTITUTIONS. B. VERIFY ALL OPENIN65 THROU6H F�OORS, ROOF AND WAILS WITH MECHANICA� AND ElECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, SIZES, LINTELS AND REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPQNSIBILITY. C. PRIOR TO INSTA�lATION OF MECHANICAL AND ELECTRICA! EQUIPMENT OR OTHER ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS AND SUPPORTS SMAIL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON ARCHITECTURAL AND STftUCTUftAL DRAWINGS, RESPECTIVE 5UBCONTRACTOR SHALL FURNTSH ALL HANGERS, CflNNECTIQNS, ETC., REQUTRED FOR INSTA�LATION OF HIS ITEMS. D. PROVIDE ALL EMBEDdED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL, MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS. MISCELI.ANEOUS EMBEDDED ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLEQ BY CONCRETE CONTRACTOR. STEEL SHAL� FULFILL ASTM A35. E. PROVIQE ASPNALTIC MASTIC-COATIN6 ON A�L STEEI ANR WOOD EXPdSED TO EAR7H. F. 5UBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL STRUCTURAI STEEL. THE MANUFACTURING OR FABRICATION OF ANY ITEMS PRTOR TO WRITTEN ftEVIEW OF SHOP DRAWINGS WILL BE ENTIRELY AT THE RISK OF THE CONTRACTOR, G. WATERPROQFIN6, VAPOR SARRIERS, WATERSTOP, ETC., SHALL BE AS SHQWN QN THE ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIQNS. H. AL� MASONRY AND STONE VENEERS SHALL BE ATTACHEQ TQ INTERIOR AND EXTERIdR WALLS AS SPECiFIED IN SECTIpN 14@5 OF THE INTERNATIONAL BUILDING CODE. I. ALL DIMENSIONS ON STRUCTURAL DRAWiNGS 5HALL BE CHECKED AGAINST FIEID CONDITIONS ANDARCHITECTURAL DRAWINGS� 7. CONTRACTOR SNALL VERIFY ALl ASSUMED EXISTING CONDITIONS, IF CONDITIONS ARE DIFFERENT THAN ASSUMED, NOTSFY ENGINEER. K. PRE-MANUFACTURED STAIRS, HANDRAILS, AND GUARDRAI�S NOTED QN PLAN SHALL HAVE ALL ENGINEERING, DESIGN AND DETAILING PROVIDED BY STATR DESIGNEft AND SMALL BE SUBMITTED FOR ARCHITECTS REVIEW BEARTNG THE SEAL OF A PRpFESSIONAL ENGINEER REGISTERED IN THE STA7E OF COLORADO. STAIRS SHALL BE DESIGNED TQ SUPPORT A LzVE L,OAD OF 10@ PSF. SEE ARCHITECTURAL DRAWINGS FOR ADDI7IONA� REQUTREMENTS AND CRITERIA. lr �,���� �-�; � �q ; �����,, ":��' 4c� ����� ���° �� � .a ���� �II�C�ANi��►L SCHEDUL� TAG DEBCRiPTION LOAD V`OLT,�,�E PHASE WIFtE SIZE {CU) C4t�NEGTIC7N CiRCUIi �REAKER f2E�1fAi2KS THERMA�. _._ , . _ . . . . , ._ ..__... ._ __. _ _. _.. ._ . . __._. _ _... . . . . _ ._ _ . ... _.._ . . ....... .... __. . . .. .._ .. _ .. _ _. . . _. _ _ _ .. . __ ._... _ _.. _.. _...._.. _ _ - '1 2'i2 '12 1f2 C UVERLaAD 2�}A1P EF 1 EXHAUST FAN � 9 98 W 'i 2fl # # G ... .. # .. ... _ ... . .. . .......... . . __ f .... . .. �.. . . __.)... . .... . ... _ .... .. _ . .. ........... SW(I"CH _.. _ ..... ....... .... . . . ._._ .. . _.... ,. ..... .. ............ . .. . . . ........ .. ....... . . ...... . _ .......__. _.. .. .... . .. .. ... __... . ... ...... ... ............._.... ......_..... .. ..,.. ....... _ ... . _ .... .. ........... . ._.. . ,.._ ._ ... _ ._ ... _. . ___... . , WH-1 WAT�R HEATER #1 24 �CW 2{i8 3 (�#3, #6 GU Gj1-1/4°C 100/� 80A3€� NOTE: VERIFYALI� ELECTRICAL REQUIREMEN7S PRIQR TCJ ROUGFi-IfiJ. MA�i� �i� 1 ���V��V1�1 ����i..� 1�l�� L�l�IV��17� ., ,.. w.. .. ,,..... .... . n rv. _..,..... . �.... : , ,� . ....,... .. _ . .. . ..__.. .. , . .... _.. . ..,,. _ ...... ». . ,...._ .,� :,. � .. .., . . ., . _ ..._.... . . . . rt _ .. . . ....... . . .. ._., ,.., .. _ PR�JJECT: Fi7RD PARK RESTROOMS ; i ° ENGINEER: _ SOF! �� . ........................................................._.........._.... _..... .............: ............. _. .... _ ... .. ... .. _. . �. �.. �;.. ... PR4JECT #; 12027 °`VC?L.1"AGE: 120%208V, 3P, 4W . ...._ .................. _....... ................._.............:............, ....,....i........................;...... ...... ....._.._;.._........ ...� _. . ._. ..... _.. . .... ... . ...._..........................._........................ ...._....... ,. ;._ MOUNTiNG: SURFACE ; ; ' ' _ MAINS: 2000A ,�._.�. ,..:... .. . ..,,.,...,. .�....,_ ... ,._ , ....,.,. �._ ........ �,.,.� , _ ..�.:. .., . ;.,. ., ,�.. _.. _ _.._.� .. .��,. __.,,. , .. _. .....,._ _,.._.. ...._... r,,. _ � ,. -r��: Ex�s-eir�� � a�c; ; s�K. PNASE PHASE DESCRiPTiON A B C BKR P CiR CIR P SKR � B G DE�CRIPTlC?N HIGHEST C7EMAND 0 3 1 2 3 150 9067 PANEL ER „ Q 3 4 9Q67 " " Q � 6 9067 a o 0 0 � d 0 0 � � 0 0 a o 0 0 � 0 Q {} 0 4 0 0 � � 0 0 0 Q 4 Q 0 0 a o �4AD CALCULATI4N SUiv1MARY ' ' _.._.._ >.. . ...... _... _.........,.._..: ... ...._._ :. . . ..... _ ... ... . ...... .. _. ,... ,. CALGULATED P�WER FACiOR. ; .:... . ......< . __ . ..,.... . ...:. ....... . , _._ . ._.. .... . � . . . _.. ....._. .. . ......... .. ......_ ..._ , ._... ......_. ...._.. . ...._. (� (y . . ...:_. .._. .,.,_.. _.:... ;.,. _ . _., V.CJ� i ? i ' � ; 3 . '. ` _. .. . , .. _ . . _ ...... .. _ .. _ _ _.. CONNECTED LOAQ CQNNEGTED AMPS DEMANQ L(3AU DEMAt�D AiV1PS _ . . . . .. ......... . ... , .. _ .._._ _.., _ .... . . ..___ .. ... . ... . . ... .. _ .. ...... HIGHESTDEMANQ 19000Q; __ 526 ' 237500; ; 658` _ . _ .. ... _.,. _......_. ......_ _... ;., _ ._ _ _ _ ___ _, _ _ .._... _.. _._.._ _..._ .. _ __ _. .. _......... _.... _..._ _ . .. _ _. i.(GHTIM1�G 1800 5: 1$00 ; 5; ..... .... . ...... ............ _ ...... .. .. ... .. .... ... . . , .. .... .. ....... .. ..... ... ............,......... . ........... . . _.._. . . . .._.. .. . .., , y _. . _.... ._.. . ...._ ... .. ........... .. .... ........ .. ........_ ..... ........................ .......... ... .......... . RECEPi'ACLES 900; 2 900: 2, ... ...... .... .... . ..... .:. . . .. ....... . . : ....... ........._:., .. . .. ... ... ..... ,., . . ....... _ , <.. MECHANICAL _ 2450Q ... ... _ _ .80.. ... ._' ..... ..... .. .. .. . . :......... . .: .... 30625.:. ... ... . .... ... .. . .���..... ... _ . ................ .... .. _...... .> _ .. .. ... ... _ ..,..... K{TCHEN a: a: ' o o: _ _ _ .. .. _: ; ._.... . . _ . , _. Tfl7AL 217200. _ , 614. ;, ; 270825; ' 765 EAST RESTt�t�OM PA[���. I�� __ _ _ __ __ __ __ ___ _ _ __ _ _ __ _ _ _ _ _ _ __ _ _ _ _ _ _ _ ___ __ __ _ . PROJECT: FORD PARK RESTROOMS : ENGWEER; SOH _ . ............ .. . .. . .... ......... .. ... . ..... ._. .. . ... .._. .. . ..... . >.._ ... ... . _ _... .. ..._ . ... . . _ . .:.. , _. . ;. _ ..... . . ... _._ .. ... .. . . . _ _.._... . _. ,_._ _.. .. ___ . _..._ . . _ .. _ .. ..... PROJECT#: 12027 `VflLTAGE: 120/20�V, 3P, 4Vt1 _... ...... ;. ,. ... _ . .. . .. . _ . ....... ...... ..:.. _ _._.. . _ _ ..... _ _ ......... _. , .... .. : _ . . ... . .......... . . _. MOUN7lNG: SURFACE ; MAINS; , 150A MCB _...<...... ... _ _ . .. ....... .. _ TYPE; SQUARE D NQOD OR EQlJAL - NEMA 3R 'AiC: 10K PHASE PHASE DESCRIPTiON A B C BKR P C(f2 CIR P BKR A B C DESCRiPTItJN EXTERIOR REC 1 1$0 20 1 1 2 1 20 1000 1NTERifJR LCGHl1NG EXTER{QR REC 1 180 20 1 3 4 1 20 500 EXTERi(3R L9GHT(NG RESTRC?OM REC (2) 540 20 1 5 6 1 2Q 30Q STEP LIGHTS AT LAWN SPACE 0 7 8 0 SPACE SPACE 0 9 1Q 0 SPACE SPACE 0 11 12 1 20 500 EXHAUST FANS SPACE 0 13 14 3 80 8p00 1NSTANT WATER Hl'R SPACE 0 15 16 800(J " SPACE Q 17 18 8000 " SPAGE 0 19 20 0 SPACE SPACE 0 21 22 t? SPAGE SPRGE 0 23 24 4 SPACE 0 0 0 t7 0 0 0 d 0 Q d 0 4 0 4 0 0 0 LOAD CA�CU�ATlC1N SUMMARY _. _._ ....... ..... . .... ............. ,....... _. ......... . .... .. _... , _ . . .. . . . ..., .. __ __. __ .. _ . ,.. _. CA�CULATED POWER FACTC3R: ' _ . . . ......... ...... . . .. ........ ...:. .. ........ . _ . _ ._. . . ;..... .. ..._.. .. _...._ _ ..... ...... .:.. _ .... ._ .. _ ... .. .... 0.86 _......_ ; . _ .. _ .. . .... ..... . . .. ....... . ........ _...... . CONNECTE� l�OAD GUNNECTED AMPS € DEMAND LOAD DEMAND AMPS __...._ __........ _..... . _. __ __ _._ ,_. _ . _ ._ _ _..._... __. __ _ _. LIGNTING 1800 � 5° � 1800 < 5; _.._... ......._... . .. ... . :. ... .. _ . ..... .. ...... . . . ...:. .. . _.. .... ... ....._.. .. ._ ...... .. ... .... ,. ... . . _>... _ .._ . ... ..........< ... . . .. . ..... _.... ... REGEPTAGLES 900 ; 2; 90Q' 2: _... _ . . . .. ......... ..... : . _ _... _.. _.._... ... _ ;.. _ _. MEGHANICAL - 24500, _ 8Q. 30500' 99; _..._. .... ... . __. ___ _.__._ ;., _.. _ _ ___. __ ,.... _ . __ __. __. __ __ .. . .....__ .. . . . . ...... . _ _ KITGNEN 0! 0 0 0: _ ...... ....................._................ ;_._ _....._.; _. .....:. ,........._.__ _..... . ...... _..... TOTAL 272Q0. 87. ' 3320Q< 107; Max Pipe ar Conduit F' Rating T Rat�ng I3i�M in. Crtr�) Nr Hr i t25> 1 or c� 4+, 1 or 2 f C�55 _. 3 ar 4 3 or 4 4<10�) 1 or z 0 6 t152) 3 or 4 0 1� f345) 1 or 2 0 1. WAL.L ,�1SS�MBLY - THE 1, 2, 3 QR 4 HR FIRE-RATED GYf�SUM WALLBQARDfSTUQ WA�.� ASSEMBLY SHAL� 8E CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE iNDIVIDUAL U300 OR U400 SERIES WALL QR PARTITlON DESIGNS lN THE U�. FIRE RESfSTANCE DIRECTQRY AND SHALL INCLUDE THE FQL�QWiNG CQNS7RUCTION FEATURES: A. STUDS - WALL FRAMING MAY CONSlST t?F EITHER WC��D STUDS (MAX 2 HR FIRE RATED ASSEMBLiES} QR STEEL CHANNEL STUQS. WOOD STUDS TO GONSIST C3F NQM 2 BY 4 IN. {51 BY 102 MM) LUMBER SPACED 16 (N. (406 MM} C}C WITH NOM 2 BY 4 IN, {51 BY 102 MM} LUMBER END PlATES AIVD CROSS BRACES. STEEL STUDS TO BE MIN 3-5/$ IN. (92 MM) WIQE BY 1-3!$ 1N. (35 MM) QEEP CHANNELS SPACED MAX 24 IN. (61Q MM} OC. B. CsYPSUM BOARD* - NOM '112 OR 5l8 IN. (13 �R 16 MM) THlGK, 4 FT. {�22 CMj WIDE WiTH SQUARE OR TAPERED EDGES. THE GYPSUM WALLSOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET QRfENTATION SHAC.� BE AS SPECIFfEQ IN TNE INDIVIDUA� U30Q OR U400 SERlES DESfGN IN THE UL FiRE RESISTANGE DIREGTORY. MAX DIAM OF OP�NING !S 26 IN. (660 MM}. 2, THROUGN PENETRA,NT - QNE CONDUiT lNSTALLED ElTHER CONCEN7FtICALLY C}R ECCENTRlCALL.Y WlTHIN THE F3REST4P SYSTEM. THE ANNULAR SPACE BETWEEN PIPE, CONDUIT OR TUBiNG AND PERIPHERY OF t)PENING SHALL BE Nf(N QF � IN. (0 MM) (PC)lNT CtJNTACT) TO MAX 2 iN. {51 MM). PIP�, Ct>NDUiT OR TUBfNG TQ BE RIG(D�Y SUPPOl�TED QN SQTH SIDES OF WALL AS�EMBLY. THE FOLLOW{NG TYPES AND SIZES QF METAL�{C PIPES, CC}NDUiTS QR TUBING MAY BE USED: A. CONDUIT - NOM 6 IN, {152 MM} DIAM (t7R SMALLER) STEEL CONDUIT 4R NC3M 41N, (102 MM) D1AM {QR SMALLER} STEE� ELECTRICAL METALLIC TUBING 3. FILL,VOID 4R CAVITY MATERIAL* - CAULK OR SEtALANT - MIN 5l8. 1-9/4,9-7!$ AND 2-112 1N. (16, 32, 48 AND 64 MM) THICKNESS C?F CAULK FOR '!, 2, 3 AND 4 HR RATED ASSEMBLIES, RESPEGTIVELY, APPLlED WITHIN ANNU�US, �LU�H WITH BQTH SURFACE� C?F WALZ. MIN 114 iN. {6 MMj DIA[Vl BEAD QF CAULK APPLIED TC? GYPSUM BOARDIPENETRANT lNTERFACE AT PC?INT CC�NTAC7 LOCATIC�N ON 8C3TH SIDES tJF WA�L. THE NOURLY F RATING OF THE FIRESTC3P SYSTEM I� DEPENC7ENT UPON THE HQURLY FIRE RATENG QF THE iNALL ASSEMBLY IN WHiCH IT IS INSTALLECi, AS �HQWN iN THE FC�LL4WING TABLE. TNE HOURLI' T RATING C1F TNE FIRESTOP SYSTEM IS DEPENDENT UPON THE TYRE OR SIZE C}F THE PIPE t�R CONDUlT AND THE H4URLY FfRE RATING OF THE WALL ASSEMBLY #N WHiCH IT IS INSTALLE�, AS TABULATE� T4 TNE LE�T. • • • - : � •' : �f� . . *BEARlNG THE U� CLASSiFECATION MARKiNG �► � � � �► � � �► i � � ♦ NQT TO SCALE c"� � ...� � � .-. 0 , � � � r- 'c*� ._.. � st � � � ia� � , ..► � � �' � TYP{CA� 8'0" CEILING �'�` • Q> , � .. . . • . . w � • • .� r i „ . * . • . � � ;. �� ' _�M� Nt}T TU SCA�E NOTES: 1. MEI�NTS �NOWN ARE TYP3�A� TC7 CENTEF�LiI�E Q� 8flX UN�ESS NC?TED 4THERWISE. 2. DEViCES 1�8QVE DC)C?RS SHALL BE CENTERED SEI�EEN TQP UF DQfaR TRIM AND CEILI�iG L1NE. 3. MOUNT�NG HEIGHTS SHC?WN CJN ARCHITECTURA� ELEVATItJNS AND N�TED C?N ELEGTRICAL FLOOR PLANS SHALL. GOVERN av�� �-HC�s� �HOwN asovE. 4, FOR GEIL6NG NEtGHTS }�l�HER'T'HAt� 7'2", iNSTALL FiRE ALARtvi NOTI�ICATl�N AUD10 AND ViSUAL APPLIANCES AT 80"AFF {�7HERWISE IN8TI�LL AT 6" BE�QW CEILiNG. 5. MOUNTING HEiGHT� PER IBC 2009 AND ADA CC�DES ; .� � � ; � . • i . � r n N i • • ' � � ,. .> s• • � � � • � � : � ' • �� � � � � . , t � � + � . . • � . � � � i ' � * � w � . i r.� : .. ; i ♦ . ` _ . ,. . � . N P 1 � � • ♦ ` • � . � r1 � � � � • � i 1� � �� � f � � � • • f � � � �. • S • � ! . w � � ! � � � s • � • � w � t � � � � � � � � ; • ' i' • � : • f • � .. ..i ! i � ! ' + !' • i •' �1� i 1 � ,..�� ! .. i. s --• s ., *. . -,r • � "'�' ' � � '< � • � r� !� � � . �r s�ri • � � , RECESSE[7 OF2 SUR�ACE DOWNLtGNT WALL MOUNTED LlGHT FIXTURE RECESSED �LUOR. L1GHT FIX7UF2E SURFAGE FLUOR. tIGHT FIXTURE FlXTURE DESIGNATIONS: UPPEF2 CAS� - FtXTURE TYPE ldVVER CABE - SWITCH I?ESlGNAT1QN SHADING t7N FIXTURE lt�QiCATES EivtERG, BATTERY BACKUP }---� FLUOREBGENT STRIP PIXTUF2E � TRACK LIGHT AS NOTED OR SCHEDU�ED (� WALL WASHER � PO�.E-MOUNTED FIXTURE � r�os� {go���Q} ��xru�� � STEP LIGHT (� CEILING OR WALL MQUNTED EXfT LfGHT � EMERGENCY 8A7TEE2Y LiGHTS � DUPLEX RECEPTACL� @ 18" llN�ESS N07ED , � DOUBLE DUPLEX REGEPTACLE @ 18" U�[LESS NOTED I r FI.USH F�OOR DUPGEX RECEPTACLE � � BPEGIAL OUTLET AS NOTED Q� DllPLEX R�CEPTACLE HALF-SWITCHED @ 18" t1NLESS NtJTED � POP-UP RE��PTRCLE (� TELE-P4WER POL.E ��1 MULTI-OUT�ET PLUG STRIP J� �J,� J�-i JUNCTION BOX IN FLO�R, CEfLfNG 4R IN WALL (x[ 'P COMPU7EWTELEPHONE OU7LET !N FGOOR OR WALL � TELEVIStON QUTLET ' ��I,� TELEPHONE BACKBQARD '--- CONDUIT RUN CONCEALED IN WAL� OR ABOVE C�ILlNG —�--�1► GIRCUIT HOMERUN ,�.. .-- -- �tJN�U1T RUN BELOW FLC30l2 OR GRADE ' � GONDUIT S7UB-UP - CAP & MA,RK , � LlGHT SWtTCH AT 46" UNLESS Nt3TED SU8SCRIPTS: 2 = 2-POLE SWITCH 3 = 3-NIAY SWITCH ' 4 = 4WAY SWIiGH ' M = MOTfON-OPERATEO SWITCH K =1{EY-OF��RATED 8WlTCN ' T4 = i'HERMAL 4VERLOAD SWITGH li P= SWITCH WITH PlLOT LfGtiT i �M Q DUAL TECHNOLOGY MC?TION SENSOR I r]D DlNllvlER SWITCN YV/ WATTAGE �' C1 PUSHBt37TQN CONiROL SiA7iON ( C PHOTOELECTRIC GEl.L iTS TIME SWITCH , ,T THERM08TAT AT $0" UNI_ESS NQ i ELi ( � DIVlSION 1b EQUiPAlEN7 � FC7Cli} SEF�'9SCc F�UlPMENT � ! COIvSi�UNfCATiON SYSTEM ( (�S S� SPEAKEFt IN CEILING QZ WALE. V�-i VO�UME C(?!� i Rf3L AT 6Q" U�E�S5 5�iG7�"J ��� MIC��3PNONE OU7LEi 1t�! Fi.00R BOX OR WALI. t � � C ALL=tN �W1TCH I �8, PROGRfINI BELL � � €�4�F2CC�?r�l� �� I �. �.`�..�{.'� . � � ����..��►�� NEW WORK IS GLOUDEQ REST !S EXISTING I HOLY CRC}SS METER# 96218 HIGHEST DEMANQ JULY 2011 1�0 KW, 526 AMPS i a � � # � ! !i!' t 1: ' � • ` ��� i � � � � � � � � : . ,� � � � . � NO SCALE A88REVIATlONS AC - A80VE COUfVTER A�F - ABc�VE FlNISHED FLtJOR AFG -ABOVE FINISNE�3 GRADE AHJ - AUTHt�R17Y HAVIPlG JURISDICTION flL - ALUMINUM CU - CtJPPER E� - ELECTRICAL CONTt�ACTOR �M -EMERGENCY GC - GENEEt/�!. CQNiRACTOR GND -GROUND Gfil - GROUND FAt1LT !N�'ERRUPTER MC - MECliAN(CAL COtJ�"RACTOR NIC - NOT th! CONT[�ACT h�� - NIGHT LI�H7' NTS - NOT TO SCALE PG - PLUMBING GONT(�kGi"OR ftEF - REFER�NCE u� - ur�a�RGRnur�� UNO - UNLEaS NOTED CiTHERWfSE UTP - UNSNIE�DED TWiSTED PAIR WP - WEATHER PROOF XFM -TRANSF RMER R O +18" - MOUNTiNG HEIGHT TO CENTERLINE OF D�ViCE AFF OR A�G FIRE ALAFtM �YSTEM � FACP FIf2E AIAF2Ph CQNTRClL PANEL ANN FIftE ALARM ANNUNCIA70R PANEL � �!F{E A�ARM PULL S'k"ATtON [�Gj AIARM NORN OF2 SPEAKER � C{)MBINATiC')N HORNlSTRC7BE QR SPERKEWSTRQBE � H iHERMA� HEAT DE3ECTOR 4 t SMOKE/IONIZATION DETEGTOR #► P FHOTOEL�CTRIC SMOKE €�ETECTdR � H!P HEAT/PH4i0El.ECTF2IC SW14KE QETEC7032 (�S ,�R DUCT DEiEGTOR F� SPRINKI.ER SYSTEM FIOW SWITChi �+ SPRINKLEf2 SYSTEM TAMPER SWITCN [�� STROBE (�D SMOKEIFIRE DAMPEFZ CQNNEGTIQi�t `S� REM4TE INDICATOR LiGHT SECURITY SYSTEPh DC CONTACT DOOR SiNt7CH IN JAM�3 QFt HINGE P�Q INTRUSION MOTION DETECTt3R A5 SPECIFIED, CORRIDOR/ROOM CORR �K KEY-OPEft4TED ACGESS SlA�I7Cf�i `�� S!J€'itfE�LtANCE CA(v1Ef2A DIST�fBUTION E{2UIPMENT SY�+ABOLS —�°-�-°° DfSCOhINECT SWiTCH �---L!'�--- FUSES ---•-r�--.— �^{�{G€il,T Sfi�k€<�F7 --�c�d— Ci1ftE2Et+t'§` �`i�tNBFORI�hER �/�f��'/��� TRA�lSFORMER 4'�f �/�/\ � M�} �v1�T� � n�A����tc �e��c�� ��-a���t� [}� f3iSCONN�GT SWITGH � 1�" PANELBOARD L3R ��.4#'7 C�t3TER� FLi�SFi t}R SUR�A�E Ph€24S�ti�D �:�'°����„ SWITCh"�3�3AR£2, �0'��3i� Gt3�i�'RE7€. 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J � R� : REFERENCE PANEL SCHEDULE '.,...._.r' FQR CIRCUiTS � f�4UTE FEEDER TQ ,EXlS°�ING MAIN �i53RiBL3T14N CENTER ' :' AT STAGE LEFT RESTRt?OMS `' � BASEMENT. ROUTE UNaEt� GROUND TO STAGE LEFT BUILDiNG THEtV THRCiUGH BUILDING AT C�lL.lI�G AS APPROVED �'( OWNER ;;:.;: ;; ; : > ';�.si .� .... ^r��: s : a � � ,� � : � . : i : , <: ; : ,..... � i;;: E��� �E� i ����� NORTH r • • • � � ♦ SCALE: 3/16" =1'0" ,._'. :� �: !�\: � �`:�: \� �,� ` . � l \� ��� � � ��:: ;:,,� mmNl� `. "��. i i '1, /' � i : � ° . C � ... : v : � :... � ....... : ..��.�....�..,.�.0 : T . .: : : � � fF � � :r ....... ,5..<i...�..... ..... ,. � : � � : �` � ` > . .. ..... .. �. , .. � i . :. . : .. ' ...... n .. ....... . ... . � h " \ 1 � .... O' O . ��:.. ,; ,. : ,. _D Q ' e, �. �% "` <; ,.::: y � V \A `� .tV... ..[ ... �\ / ' J �, .y ..J`� . . 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RECt�NNEGT NEW LIGHTS TCt EXIST(NG CIRCUITS CONTROL VfA MOTION SENSORS AS SHOWN {?N FLAN. �' :, \. . i.`.r �. :". :.', �.\..,.... * � C: `, n �`u...�'" STAGE L.EFT RE�►TRfJt)�S NORTH LIC'HTING PLAN SCALE: 3116" =1'0" t>_: ..... ... ...._ .. ...... .. .. ...... .. . ..... .. . . . ._ . . . .v�$r` `$3 � c».,� ��.:;: .��"3 E� �":.� �� G c� �`�.� a 9.. u ��� x ,, , M �. m^�` `r�, '",�"�'� ?; a' '`'� �` � �`� ��� : �3� �� � � �°'� � �.�` 't� ``�.,,+ .� e t,..��> �,:r .r.3 z-.-.£. : � �: � > ,�....`2� "eA ".. �""' y ? �'"o-, ^ r k' ��r,..� � , � £ �a y 1 A b � � �. 3 � . r°"�a n E. %' x � ti �.r t,� � . ��`��96L", .�+, � � ,� � ���"��' � ?✓'' i t 1'- �T._�.��n.� tir x��.., .$,,; n 5 ._W_,� ,.�_. _M ry� U ,8 apv ."+:t � s.:.v , rw._�-,w^[.. } �}y . ,.....v-.u.=. . ..r. ..w�»«m.+-.....vr-...eav....ax-.e. , � .mx,m'ae - � -a kneN�:wmemm.r.a+=.....nrrn � �� �� y°k a'd"�k � .w.�.a>rmo �& yg .. ..............._...,......-...�..... «...�....,,... ,«-.._...,..........., 4r�, ,a .......r..�.,. �.�� .� .. 6`♦ • •• •• � •i •♦ i �1 *' ,� i • :. .. . :t 4 ln • • k` ♦ � al� 'u . • '.' ♦ � : • y� �c. . . � � � + ~ � ': � . . .: . � L.. �'�, r 4 � . � .. � , , �<. .. � _ » . :� ht . + Y • ♦ '� •• \ I. . • � r f ! � � T � � �4 .1 � .i .w . .t • � :� .+. • r .• � 1 y f r � i i • • w Y I ! �o . � J. . � y�� � � � ♦ � • � . � � � � � � .,, i � _ � , , � � • i �� � . ♦ � . � ♦ . � �`1'1. _, w•.. � � / t� � \I ���� � �� �i� ' ��F�':''�:�:�i� , � w �� Q �:+� •��:�:��� ��I�r� • •� ,'^�_, � ,��•� .. � . e� ��t� �!7 � �_ � �:T� �1:1:�; '� e.� � iYt�iili �-!" � ���1��.y 1 �i,� � ',� �•1l ���•'�� _�__ --�� _—_— _•� —�� _��—� ������ �— —�—� �_ ��_�. ���� _��_ ___ __ 1 '� M � f► • � � � !�' ��� �' '�.�r:�::� • • � C � i 1 t. � �� v .� . .� . � . . � 1 � G1.r i-1,f',1,� � L.�A� ��� � 1 V� ARE NOT NECESS�AfZlLY�US�DON LEGEND —Fiws— HEATING WA7ER Sl1PPLY 4A OUTDOOR AIR —HwR— HEATING WATER RETURN FiA RETURN AIft --CWS— CNILLED WATER SUPPLY SA SUPPLY AIR ' --CWR--- CMLI�ED WATER RETURN Ea EXMAUST AIR —SMS-- SNOWME�T SUPPLY RAD RETURN AIR dAMPER —SMR— SNOWNIELT RETURN SAD SUPPLYAIR DAMPER ��! — RFS — RADIANT F�OOR SUPP�'( SG SUPPLY GR1L.�E ' —RFR— RADIANT FLbOR RETURN RG RETUfZN GRlLIE —G-- GAS iG TRANSFE�2 Gf2{L.LE ' --MPG— MEdlUM PRESSURE NA7URA� GAS SD SUPP�Y DIFFUSER ---4 PIPE RISER RD RETURN DIFFUSEi2 �--�—Fi PIPE DROP TD TRANSFER DiFFUSEf2 ' ,,. 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IS DUCT DEPTH. ---�i\i---- BUTTERFl.Y VALVE � � � BECTION iHRU i20UNd DUCT � PRESSURE REDUCING VALVE �� SECTtON THRU SUPFLY AIR DUCT 2-WAY G4NTROL VALVE �� SECTI(?N THRU RETURNlEXHAUST AIR dUCT 8-WRY CdNTRiJI VALVE <��� t�outa� oucr zu�r� nawr� 4-WAY G011iRdL VAIVE � ��= ^� SUPPLY dUCT TURN DOWN DIFFEREN7IA� BYPASS VALVE � RETURN/EXHAUST DUCT TURN DOWN � STRAINER �F� NECKS)zE SUPPLYF2EGISTERIOIFFUSERlLOUVER � NATURA� GAS pRESSURE REGULAT'4R CFM-R RETl7RN ft�GISTGftt�iIFFUSERlLpUVER NECK SIZE --� AIR VENT CFM-_ 4.A.f \ pUTSIDE AIR F2EGISTER/DIFFUSEWLOUVER NECK siz��—� -� PRESSUF2E - TEMP. 7AP CPM-E EXHAUST REGISTERlDIFFUSERILOUVER NECK SIZE --{� PRESSURE GAUGE -�-�U - CFM Dt7dR UNDERGUT --{+_- TNERMOMETER �� tA) SECTIdN CUT E�INE 6 {B} SHEET SHOWN dN ���IYIL����,.7 LL���� , DOMESiiC CO�D'✓VATER DOMESTIG HOT INATER DOMEuTIC HOT iNATER RECIRG. ��w�� WASTE ABOVE GRADE i i �++•W•� WASTE BELC3W GRADE � —GW— GREASE WASTE ABOVE GRADE � ' -GW- GREASE WASTE BEI.OW GRADE � --IW-- INDIRECT WASTE i�--�G--�- GAS ( -MPG-- MEQIUAd PRESSUF2E NATURA� GAS VENT --C---- CONDENSATE DRAIN CO CLEAN QUT Q`�1 WUO WAI,� CLEAN OUT 1� FCO FLOOR CLEAN OUT Q� COTG CLEAN OUT TO GRADE � (E) EXISSING C�) NEW VTR VENT THROUGH R�QF U7R UP THROUGH ROOF UP UP DN DQWN HB NQSE BIB -^�t FPHB FREEZE PFZOTECTED H4SE BIB � PP PURGE PORT 'i FS FLC?OR SINK � PIPE CAP � �,.� PTRAi' �, IP INLINE PUMP � P.C. PLUMBWG CQIVTRACTOR M.C. MECHANCCAL CONTRACTOR E.C. EI.EGTRICAL CONTRAGTOR A.H..J. AUTHORI7Y HAVING JUF2lSQICTIfJN NQTE: ALL SYMBOLS SHOWN QN LEGEND ARE NOT NEGESSARILY IJ5ED. --Q PIPE RlSER �^ PIPE DFtOP " PIPE TAKEOFF (FROM 84TTOM OF MAIN) ---C�---- PIPE TAKEQFF {FROM TOP OF MAIN) -----� PIPE END CAP --Sj PIPE CONTWUATION PIPE EXPANSION GUIDE ---{��-- PIPEUNION --3E-�- PIPE ANCHOR -�-- FIEXtBLE PIPE CONNECTION -C�-- PIPE EXPANSION JOINT e POWT OF NEW CONNEGTION �-►I�ji-- PLUG VALVE -- V'►- CHECK VALVE -�}- BALL VALVE —i�-- BA�.�rvci�v� va�v� ---{,',',�#-- �LQW f2EGUt.ATOF2 VfU.VE j --i�F— BU'ifERFLY VALVE I —�— PRESSURE REDUCING VALVE i --�-- 2-WAY CONTROL VAIVE ; I, --�-- 3-WAY CONTRO� VALVE ; <y��— 4-WAY CON7ROL VALVE ' � DIFFERENTIAL BYPAS3 VALVE ' � STRAINER ' �NATURAL GAS PRESSURE REGULATOR ' ,��� --�--- AIR VENT � PRESSURE-TEMP.TAP -(� PRESSURE GAUGE -['�-� THERMOMETEft � • • � • � * � � • • • � • � :. , ..� � ! � ' r �.-, • ! s •�� • - • � . � • i ' � . � . . . �rT-e���n EXTEND VENT INCREASER A MIN. OF 12" BEZQW ROCJF NOTE: 1. CC�t73"��i(�tATE FLASHiI�tG SI2ES AS REQiJIRED BY VARIC7US STACK SiZES,� 2. PATE" TYPE PLASTIC RC?UF CURSS ARE A�i APPRfi}VED EQUIVALENT �,�� : i ,� � . • � CLEAN4iJT AND ACCESS �gA�� CQNC, PAD TRQV1fEL FLOOR C�VER. TOP OF COVEFt SMO(JTH & EDGE LINE� TC� BE FLUSH 1N(TOP OF , FLOOR t ; ;` s s� >,. � � , � �� f. .F ~ • v � .: C 3 > r : : �.'�. ,.. ,> ,: . . , ... , ,� v ;.. .. �, <:. . ;-. .. ., y ,. � � .. . � . . . ., . ...:.. ...< ...................: (/8 C.l. BENL7 BALANCE OF PIP(NG 3AME AS CLEANOUT Tfl GRADE. F�o�r� cG�Arvau� t�co) CLEANOtJT NOT TO BE LOCATED !�# CARPETED AREA. .,;. _...__._ . `.. � .....�....." . : ' ` �� : � . , .._....._._...__.. : , :,. _. ; _.....t ., CLEANOUT TO GkAUtsc;c.� i t�) ;, ,. , s. ,z �...� :> � �. � �:�„ BRASS CLEAN£7UT PLUG W/COUNiER SUNK HEAQ FINlSHED GRADE ... � _ ............. ;> , ...... < z r . { _. )?Y f t 2 � �� .. � � . .., , U f z>v:;:: , i} y..r....' : ,.. .........................:.t.:;; ;.. �--118 C.1. BEND ---�.(. WASTE LINE. �GTN TO SUIT. , � . • • iROME WALLCOVER �� SCREW CTERlQR WALL .UGGED TEE WITH ,EAN OUT OC7R �1N� G.�. SE�ltJ� ��r�e� a� �c��►v� _. �1�1E AS CLEANOUT T� GRAE�E � � � � a �i T • • AUX. DRA(�I. REMQTE READ-OUT, MIN. 48" AB�VE GRADE PROViDE STEEL �ID WITN "WATER" SIGN MAIN SHUT C?FF VALVE LOCATE WITHlN 5' OF THE ENTRY INTO THE BUI�DING PRV: PRESSURE RELIEF VAI.VE F��:7:1�1�:7 i� d- Z TL �D IF CLEANOUT OC�URS AT END C�F' LINE. 1 Y2"` WATER METER WIiH REMQTE FiEAD-C�UT, FURNISNEQ 8Y EAGLE RiVER WATER & SANITATION DISTRICT CIV1L TU FROViDE GRAVE� B01°fOM FOR DAY�IGHTING WATER , • .�� r• . . .� �---� . . �U�B�NCa ���C�T E C�N�IEGT'1� �'�HEDl1LE UN(T �/EANUFRC7Ut�ER & M(JDEL NU DESCRIPTI(JN WA�T� VENT C4LD HQT R�MARKS TAG WATER WATER C.V L�iVATORY 1-1/2°' 1-1f2" 1/2" 9/2„ PLUMB(NG FIXTURE SPEGIFlCATIQNS & HARDWARE 1NC SQ.EGTiC?N TQ BE SY TN� fM'ER(OR DESIGNER. FIXTURE WATEi� CLUSEf 3'" 2" �12" - UR ALLOWANCE NGT TC,� EXCEED THE ESTABL.ISHED UWN1kL (�LUSH VA�.VE} 2" 1-1/2'� 1�� _ _ �U��. DF f�NK�44#i� F�Ui�`A i�i 9-� 12" 1-1 I2" � 12`� - FD ZURN �4158 2" FLt7C?R DRA IiV 2" 1-112" - - PROV iDE PROSET TRAP GUARD F!'HB V�10(�DFOFZD MODE167 HUSE BIBB - - 3/4" _ i;E: PLUMBING PLAN, VANDAL PRQ4F BC3X, AUT(3 DF�AINIG WfT`Fi DQE.�BL� CHEGK BACKFL�W PREIf ENTER, Gi..{c��E cou{�m CC3 ZURN ZN�400 CLEAN C}U�i' VARIES - - - - WCO ZURN Z1441 WALL CL.EA�! tJU`C Vt�RIES - - - - �, . �TG ZURN Z1400 �LEAN t�UT TO GRADE VARIES - _ -' �.00ATEV�Ii�CHfN 5' C}F THE BtJILDIN� `_ J ;:� ' � , "w � � � � • � � . a � � � � a � .. +. � � • •�` ,� � � � i � ` '' � ' •� ! ♦ ; # ' : ; , _ . 1 � � . � � ` �� • 1 t + � . r M . ; # - � i �� , r� i• •� • � ,�. ..� � � + a . � �� � � I�I�I + � I��� � �I� � • � . � ,� �r�� � � � � * � . � � (�, * ' � � S � * � � � # '� � M � � r� � �`�' �� � � w , � P. _ s � � � � • � � � r r s � � i ! • A � •� �� ' -�• •f' � � i i• � � � •f s ' ' .+�� •�'� ' • ' � -�• i ' - i ! '! �� i t 'i ` ����%�� ����Ci���; oR�c�uiva��N FACE PRESSURE U1VET MANUFACTtlRER & °la fREE FR,�1ME TAG MODEL NC?. SERViGE LOCATION CFM S1ZE {W"�d-i"� VE�OGlTY DROP AFtEA TYPE FINISi� fiEMARKS (FPM) (1N SP) L_,� RUSKIN gp,TH EXNAtJST SEE PLANS 70Q 1770 18x18 7601827 0.0? 41 % S`i"t?. STD. INSTAL� 61RD SCREEN ELF6375DX �_� RUSKIN p,A TRANSFER SEE P�l�NS 700 / 770 36x18 4761523 0.01 41 °lo STQ. STD. INSTALL BIRD SCREEN, ACTIVE AREA 12x18, DA7A CALCULATED FOR ACTIVE AREA ELF6375DX �� ��� Y I�� r.71✓ H E��� E� OR EQU IVA�ENT UNI�i' !t�!(t�AG�'LtR�� �; NidUN�`iNG FRAME �� Tt�G 1�lC?i���. NO. �S� LC}�ATf01� STYLE �,� FtNtSH SdU3�t� REMA&2KS LVL (t�iC) A TIT€.�S - 25RL TRANSFER SEE !'�ANS ����� ��4 �iNGLE SURFACE COORD. W! 2� c�-���� �{�NSTRUCTIOt�I. SEE DRAWINGS FtJR LOCATION�, S3Z��, �ND SPECiF1�D CF1V�S. DEF�ECTIC7t� GRiLi�E MC?UNT ARCH ... . . �NCHCIR PIPING 'Q WA�L �,� ��� ROUTE DN TO F.D. OR NEAREST D.F.iJ. RPBFP-1:WILKINS ANCHOR TO WALL DRAIN DOUBLE VA�UE. ROUTE �,C� T� F.D. OR NEAREST D.F.U. _ ._. ..— DUCTILE IRON WATER SERVlCE BY THE CIVIL CONTRACTOR. RE: CiVIL P�AN FC?R CONTlNUATIQN, EXACT SIZE, I.OGATION & 1NVERT ELEVATIQNS. � i �ii�V��V V����l�/"f i �m.�/R'!� Ford Park East Rest€�ooms PR�SS. �SC) PP,ESSUREAT MAlN (�IEL.D VFRIFY} 110.0 8t7C+ST82 I'l.JN� PRESSURE 0.0 DESIGN PRESSURE @ FIXTURES 25.0 METER LOSS (1-112" MEfER @ 90 GPM} 16.'i TAPLOSS {1 1/2" LINE} 0.0 HIGt+LOW TEMPCOMRQL SYSTHvi PRESSURE DROP 0.0 STATIC HFAD LOSS (M41N TQ MEfER} OA BACKFLOW PREVt-TITER 15.0 ELEVATION LOSS (10` x 0.433 F'51} �.3 TOTRL PRESSURE LOSSES 60.4 PRESSUREAVAiLABLE FOR FRICTION �OSS 49.6 LONGEST LENGTH (3.5 PSI PER 100') 3.5 TOTAL PRESSURE REQl11RED g3,9 RRV DIFFEREMtA� (reducing pressure) 46.1 NOTE:"TOTA� PRESSURE REQUIRED" IS THE REQUIREQ M INIM UM PRESSUREAT THE ENTRY70 THE BUILOING .. . ..,.__ . CON7RACTQR TO VERIFY PRESSURE AT MAIN P RiOR INSTALtATION.IF THE PRESSURE DIFpERS FROM SHOWN _ .. .. _ . . _.._ .. .... . .. .... .. ....... .. . .. .. . ... . _. ... .... . .,...,. ...... ... ...._.......... .._ . PR4VIDEA BOOSTER PUM P AS REQUIRED. �s�������a �� ���� � � � , � � ;�� -, ��� �, , °� t �� F � �.�, �� �„ a�� � � �'�� �-,�.� �.,d i�� "�,+ , '�, '�, t .< v-, �:. �•«�..����a�"��,_.�.r��,��s���'=. fi �.� � �, �� �j � z,- � ��;�"�.� ..�..W�,.r.���.,� . ..�,.�. � ,�� �...a ,� �`� � � � ...��_��. ��. � _ex� �x Fl. �e _.. . �, .�, ,�"� �.���� � a ,�_�wN.�_�. _� � .� n ,.� �. � �,. . ,.. e � G��iERA� NCJTES. 1. A�L DUCTWCaRK DIMENS(ONS ARE SHGW�i iNSIL�E Tfl lNSIDE. 2. AL� INTERIC}R SUPPl.Y AND RETURN DUC'f'VVQFtK S�-{ALI. INCLUDE '1" LINER UNLESS UTHERW3SE Nt?TEt�. A�L OUTS(DE A!R iNTAKE AND RC�UNL� DUCTW JRK SHALL BE WRAPPED W1TH 1.5'" THICK INSULATiC7N UNLESS OTHERWESE NC}TECt. WHERE RECiUlREC1, ROUND DUGTWORK SHALL BE IJNWRAPPED WHERE }T €'ASSES SENEATH STEE�. SEAMS T4 MSNIMIZE IMPACT TO CEILING HEIGNTS. 3. ALL RC.�IiND DUCT GQNNECT14�3S TO RCJUND DUC°i`V�(OR}. SHALi. �E �C}NICAI. TEES. 4. AL� SQUARE 90 �EGR�E EL80WS SHALL HAVE TURNING VANES. 5. ALL DUCTWORK SHA�L BE RUN TIGH7 TQ UND�RSiDE OF STEEL DECKING C7R STEEL STRUG`fURE WHE(�E (T EXiSTS UNLESS C�THERWSS� NQTED, 6. AL�. DUCTWQRK PASSING THROUGH FIRE-RATED ASSEMBLIES SHAl.L (N�LUDE FiF2E DAMPERS �?ATEt? TQ MATGH THAT CtF THE ASSEMBLY. 7. CfJORDiNAT� ALL ACGESS PAi�E� LtJCATiONS WfTH THE ARCHITECT $. OFFSET Pli'ING AS REQUiREf3 TQ AVOID ALL DUC7WflRK, �.1GHTS, AND _: STRUCT!_1RE, CflORf71NA7E ALL STRUCTUf�A� i'ENETRATl4NS 1Nil`H THE ' , STRi1GTllRAL ENG9NEEP. 9, ALL PlP1NG PASSlNG THROUGH �IRE-RATED A�SENiBL1ES SHALL iNCLU[3E A FIRE-RATED P1PE SEA�ANi RAT�D i'4 MI�TCH THAT OF 3NE ASSEMBLY. "fO.ALL WASTE PIPING SNOWN [3ASNED SHA�L BE L.00ATEQ BELQW THE F�OQR DECK. 11.HOT & COLD WATEf� LiNES BE SLC7PED TUWARC3S THE CW ENTRY AREA. PRC?VIDE IStJI./�#TiGN & DRA1�1 VAI.VES iN THE ENTRY AREA Tt7 ALL(7W WATEft EVACUATWG FRQM P(PiNG A5 REQUESTED BY THE OINNER. PROV(DE ACCESS PANEL FtJF2 VALVES. VERIFY (N FIELD IF AC7DiTIONAL ACCESS PAPIE�S WILL BE NEEDED IN CONCESSiOiV AREA TO ALC.OW WATER �VACUATION. (F NEEDED PRQVIDE A!R UENT 4R AQD}T[ONI�i� DRAiN VALVES IN AREAS WHERE SLCIPE CANf�07 BE MA►NTAINED. SEE MAIN WATER ENTRY QETAIL ON M1.'( 12.THESE f�ESTRdC3MS ARE lJNNEATEb SPACE AND WFiENEVER THE fJUTDOC)R iEMPERATURE DROPS BELOW 35° F, TNE COLa & HC)T WA7ER PIPING MUST SE DRAINED, D.F.0 SUCH AS WATER CLC}SEi'S MUST BE WINTERlZED BY POURING PROPYLENE GLYCC7L OR ANY SiMILAR ANTI-FREEZE SC?LUTlON fNiO THE BOWLS AND F�C?{�R DRAlNS. �NEET I��T�I� �1�TE�: '� GONNECT Yz' GW, Y2" NW, 1�" W, AND 'i �" V TO LV. �2 CONNECT 1" CW, 3" W, AND 2" V TO WC. �3 CONNECTYi` CW, 2° W, AND 1�" V TQ UR. � co�rv�cTY° cw, fi Y�' w, �r�� ti Y° v�ro ��. �5 GC?NNECT 3/a" CW, �/a�� HW, 2" W, AND 1 y2,� V 70 MS. � �6 Ct}NNECT 2" W AND 1 Y� ` V TO FD. �7 PROV(DE WATEF2 METER MANHOLE ALLOWING BURYING THE WATER METER WITH 1SCJLATING AND DRAINiNG VALVES IN A FREEZE PROOF DEPTH. COOR�iNATE RE: GIVIL P�ANS, CCiORDINATE EXAGT LUCATIC7N W F(ELD W1TH ARCHiTEGT C1R iHE (�WNER. PR4V(DE REMC�TE READ-OUT tJN THE METER. �8 INSTA�L BACKFL('�W PREVENTER, SEE MAIN WATER ENTRY DETAIL ON M1.0. � ROUTE 3!° CW TU WH-"I . CUNNECT Y2' CW iN AND Y2' HW QUT FROM WH-1. 10 UPSIZE f�' CW IN THIS L(JCATiON TO 2" AND CdNTINUE T4 MAIN 3'" CW LINE. 11 MIN. FREE AREA FOR THE L{�UVER DOOR C7PENING SHALL BE '{8x1$ OR LARGER. 92 ROUTE 3" CW TO CQNNECT AI.L RESTROOM FIXTURES AND WH-1. '13 COMBINE 2" V FRQM EACH WG INTt� COMMON 3" V AND ROUTE Tl3 MAIN 3" V.U.T.R, PROVIDE 3" V.U.T.R FOR MEN`S RESTROOM AND WQMEN'S RESTROQMS AS iNDIGATECt. O�FSET 3"' V.U.T.R. TO BE 3' FROM THE EDGE UF THE ROOF. VEIVI` LlNES NOT SHOWN ON THE PLANS FOR CLAR(TY. GC?ORDINATE EXACT R{�UTING AND V.U.i.R. LOCATION IN FIELD. 14 ROUTE DUCTWORK IN JC71ST BAYS, PENETRATE OUTSIDE ABOVE THE PERIMETER SEAM AND DtJWN INSlDE THE SOFFIT TO CONNECT WTO THE LfaUVER. 15 �OCATE WH-1 ABOVE CEiLING. COORDINATE WITH E.C. 16 CQORDiNATE EXACT Lt�CATI�N OF THIS LOWER/RIFFUSER WlTH ARCHITECT IN FiEI.D. 17 R(JUTE 1-1I2" V FROM IAVATORIES TO THE MAIN 3" V.U.T.R. 18 INSTA�L FPNB UNDER THE DRINKiNG FOUNTAIN. SNOWN t7FFSET FOR C�ARITY. GOC?RDiNATE EXACT LOCATI(JN IN FlELD. GC}NNEGT �f" CW TO FPHB. � Afi' \ ; � �; . : : z.......�...... 4 � / \.�..... �f • J � �...�� t �\ ;� � � .. . ..,... ..�.��..1. av t, _ .t : � � s .. :.................................... .i4 lr F `.A r ' �`'�. `�.� .,,"4, f,;� 3 s � .. .✓, ' ' /i � !i� 1'� T� / `� �x t v�,s * Yt`i ♦ _ ,, i � � ' ' HVA� P L.�►N SCALE: 3C16" =1'd'" f�F"��, i:`` p,.� t.�� r ., • .:............... ....................>. ., . '4�� �'„.....�.E'�� ..:...w., i �.�, � k� . ...... ........... 4 J b:............... � ��r.....�. . ! E `,:` . , . ............. t � ;;.............................. �� . � �i `�" a.,,...,. �; ,. � <, il �r {Y:i �. ..................v: �.�, >s................................... '�: " � . `� �l +..,«ag. `� �, , t`"a 3«;# F � a�. J ,v 13 3" W 4" W � � �;; wc � � wc ;;�:a�.. n:x;; ,: . ..: � E, , �� � :: .� '� � �" CW ��.'� . :::::::::::::.. _ � ::::::::::..:::::z �:..::.:::.;..:..< -i� �,------w �- --�- _-� , ;' ' ^ . �,�VU�'R,,-` f �2 WC�> �` � r � ::.� � tr . �.,.., . � �� �� �.",,* � 2`�--' WC f '' .^;; WC 2 �`D 6 ,'"..�'��� ��_ ��� . t��a ...:. ? y s ... _! ..� .�;> "3�: WC � 2 �� � 2 WC � A-+�.'' 1.f �v.w+� �/ �'�° . 'h . `� S5 f ... ' ,:.:::...... ��i{.u.-r.�,.. $rp� . �� ii �... �� ��j �:,�/ � �" W F ti. , . * �,......... : _....._.,....., < ,.....,..,�. ��, ,. .,. : : � f , ..._, ;: 2 WC ,� � � . ��„� :: �' :: �.�..� .e . .......�..., r' ..:.....Sii i 1-1/2" V - �� � 15 SC'!�2 ;, . z ,s`,,, < z�� T ± y yy �.l �t\� i tihT{ .�-i %1 _ � t �1 j ;''t,a ,w f ° `y`; ., . � .., ;, ;` � ,; �.....: • ........ f 0 �.���;�.u�� � � �::.�� ;: :: � ::�:� i��h;,' iJR Jt�, JrtV.l3.T.R.• �„ � ,,,,.�.._3'� Cllii .:: 13 _,.....,.,.. ,�, ±,. �,..,�' � 6 .. .. : EJ R �.:: ..,.... r ____ fi� � � !:r � � 2 � . ..�.:..� �" p...Y �'''�'� \ _? � �1/G : Cx- �` "'�1 R��3 -x-- ..:;:� fi� `� ��,.� �,,`` URt''� ` ..''� �: ,� �2 �(C � [S:' 'rJ ...��(� '. � s � :w 4,:1 ' y , �,� � �, r'`4; � , �� �;: �� �� a�t� s.:.` ` :,..... � .. r . �y.2 � .....__., �t ,..;[ 4 YM : :: :,.::..,.::....: �: i _.._....., , :................._.......;�:::.,.._.. . .. � ,/t f.....t_ �...j.........................._...._ ..._i .. . . .� 4f �„ Y X � FD'�,/ '� ..1 " ?l .Y`;' Y .4'i. � f%il ` y,�\ < � a .� � ,y,� F \\ 4.} {Kt�\F x'f � �� � ,�-� :V. � LV. 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