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B07-0096 general cover page info and civils
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POUNpS PEi2 GU�lC �007 P.L.F. i�OUNDS PER LINEAL FL?OT F'.SF. POUNq9 f'ER SQIJARE Pc70T PS,i. POUND9 PER SQt,1,4RE 111CN pG.G. Pi2EGA5T COhlGRE7� PREFAS PREFASRIGA7c CL71 PFN i'R�PINiSNEp PS.G. PRE�-vtf�SSED CONCfeETE PR�GR PRCXxRESS PROP Pi20PERTY Pl. F'ROp'�RTY LINE �i�i�ni�y m�� � .� ����,:.� �� q ,E_�- 1a. �� ; ����r7 r� . ' ys , a���r: uv � � �r , � . . .. .� �'. �; ,.; ;:;„ �; �; �. , � �'���f P3a?rri �d _ ,:,'i`ti,�,w �� ,�;��t� �� r.� ' F�` �N fnYn�t �t�j , � �,� j,.., x� � � ��� � � � � � � 1. ALL GONSTRUGT(ON SI-#AiL COMPLY U}!TN GODES LISTED ON T+-IIS TITLE 81�EET INCLUDIiVCs AGL tDU.N OF VAiL COpE AMENDMENtS. GOi�l7RAGTOR TO SE i�$PO1J516L� FOR GOD� GDi"iPLIANCE. 2. CONTRAGTOR t0 BE RESPONSISLE POR INYEStICsAfiING AND VERIFYINCi ALL GON[71710N5 ANp pIM�N510NS O� 7NE PROJECi ANP SFIALL NOtIFY T1-I� ARGI-IIT�GT OP At�lY DISCREPANGIES E3ETUJEEN DRAIUINGB, SPEGIPICATIONS AND EXI9TIMG COt�iDl710NS PRI012 TO SUSMITTINCs BIi7 ,4rlp PRIOf2 7P START OF COAt5TRUGTIOtJ. 3. COSJTRAGTOT2 TO YEf21FY FIELD GONDI7(ONS 1ll17H Cx�O7�CHhlIGAL ENGINEER CON7R,4C70R 5I-{ALL °Ef'a,�ORM AL.L IUORK (N STRfGT ,AGCOF2UANGE UJITN 7W� 50IL'S ANC7 GEOLf?C�xIGAL i�F'OR7. �F, COIJTRACTOR SF{ALL 11071�Y ARC!-11TEGT ABOU7 CONDITIONS REQUiRING� �1 MOL7IFIGAi10N Ofz G{-IAhKsE BE�OI�E f ROGEEC?iNC� 1U171-1 7{-!E UJORK. 5. RE�Ef2 70 STRUC7�4RAL, MECNAt�tICAL, PLUMBINCx ANC7 ELEC7RiGAL DRAU1(NGS FOR OT{-IER G:ENERAL R�Qt�IREMEhlTS AND COORDINA?� IUItI-I ARG;-11�'EGtURA�. RR4lUlNC�s'J-. v. ALL GONSTRUGtION TO PROYIDE A UJAtEf2PROOF, U1�.47NER-T1Cs1-{T BUILDINC�s. COI�lFRAGTOF2 51-lALI. FLA5i-4 Ai�11a CAULK AS NEG�SSAf2Y TO AGI-IIEV� T1-�I5 R�QUIREM�N7. l. F111f5N �sRAPE SHALL SLOf'E AIllAY �R03`i BUILGsINC�x TO A DF2AINAGE SIUALE OR 1-#ARD F'IP� SYSTEM U(R�G71NCx tllA7ER OU7 ANp AWAY F{20M BUILDINCx TP A SUITA�LE OU?��T IU.ONJ. GOORI�INATE SLOpES U11t!-f L.4ND8CAf'E ARGNfTEGt .4Nt� CIYIL ENCsiNEER. S. 1-IANDRAfLS S4-lALL t3E i'ROVIC�ED AT A�L STAIRWAY&, (NTERIOR ANC7 EXiERIPR, UJIt4-! tUk7 OR l~10R� RISEf25. +-IANDRAILrv' SI-#A�L BE 3ta" I-1lCaI-4 FROM �'R�AL] N051NCs GJltl-I A MIN. OF 1!�" GL.E.4RAhlCE FROM IUALL AND A C12055 S�CTIONAL DIM�NSION OP t�Z" MIN. ATJD 2" MAX. I-iANDRAIL.B SNALL BE GONTINUOU5 71-IE FUL� LENCxt!-I OF tHE 5T.41R5 AND �NAL� 7�RM(NAT� Ihl N�IUEL POSiS Ot� 5AFE7Y 7ERMINAL5. 9. C?f Ei1 SIL7�8 OF LANDfT�lG9, TEi2RAGES, DECKS AhID SALCONI�S MORE TI-IAN 3f�" A}30VE ADJACEi�1T C�RAL7� SNAL.L NAYE 42" MIN. NEICsNt CaUARpRAII.S AND NAV� NO OP�N(NC� TNAT WIL.� .4LLOIU PA85ACxE OF A 4" iJIAMETEI2 Sf'NEi2E_ l�d. ALL Flt?�PLAG�B AND ACCES50f21ES t0 MEET LOGAL AND 51'ATE C(7DE8 WCLUDI11l,x Pil� RATINGS, ETC. !1_ t?OORJWINpGW SCI-lEDUI.� INQICATES 5lX� ANI7 TYPE FOR FRAMiNCs INPORMATIC7N ONLY, CONTRAC7C7R 70 SE RESPON5ISLE FC?R ROUC:H OPENINGS REQUIREL7 SY tUiNDOUT ANC3 DOOR i`tANUFAGTURER }2. ALL TUBS SI-4,4LL {-IAVE .4 ON�-PIECE UIELDEL7 TRAP. 13. ALL COhlCRETE RETAINING UTALLS 54-IALL NAVE UJATERPI�OOFINCs AT BAGK /-�ND AT �QOTIAlC:. BACiG FILL to 8� SAND OR GRAYEL. 14_ IURiTTEN t?OCUMEhl7AT10N �aHALL PREvAIL OVER 5CAL�1� CiIMENSiOt�l5 ON C7RAtU1NCz5_ iN NO �VET�lT IS A DIMENSIOt�I ?O BE SGALED OFF OF 71-IE C�RAt111hlCxS IUItNOUT PRIOR AF'PROYAL FROM ARGI�ITEG7_ 15. PROVIL3E RADON MITlC�rATION UNDER .4L.L SLABS. 36. G011TRAGTOR AND 175 Sl1BGQF17124GtOR UJILL DE51CY1�1 AND SUILq ELEGTS2ICAL, MECI-IANICA�, i'LUMBINCx SYS7�MS AND INTEf�RATE 71-IH5� SYSTEMS IN70 ARGN17�G7URAL ANp S7RUCTURAL. EL�M�N?S. Ai2G1-iIT�CT U11L� REUIEUJ ANL7 A5515T U117l-I GOORDINATIQT�L AF2GHITEGi' UJILL NOT BEAR LIABILITY FOF2 EL�GTF2IGAL, MEGNANICAL, PLUMSINGY IiESICxN ,4NIa PEf�ORi`1ANG�. i7. L?lM�N510NS SETUIEEN SU(�DINC: AN[7 PROPERTY LINE IDENTIFIEL7 ON SNEE75 .43.rDIA3.1/A32/A3.3/A3.4 SNAl.R BE 74-fE APP�IGA�i�E SE�'E3AGK,5. QTY. QUANTITY Q.7. QUAfi2RY TIL� REiT iv,4BSET, RESATE R4D RApiUS RR RAILR0.4D TIE ITIMBER) F2UJC RAWIUAT�R GONDUCTOR RCf'7 REGEPTAGLE RDUtD REDUlOOCa RE: R��ER.�NCE. REF�i2 i'O: i2�L REFLEGi lED), CfY�), lOR) 12EP f2EPRICaER�4TOR RECa i�Ca15tER fiiEINF t�INPVRGE li7), llNC:) R.C.F'. REFLECTEP GEILINCa i°�AR! CRJ i�MOVE REQ REQUiR�D F2E51� f2ESfLIENT F2ET t2ETURN RA. i2�tuRN AIR REv R�vEi25E, I�EVISION f2.N. RiCxN71-4AND f2.C�,�.IU. f2iC:Ni OP IUAY R RlSER R.D. ROOF L��RA(11 �.{-!. ROOF NATC4-I � �aoF�rt� r� �2oc�r�t f2.0. ROt.IGsl-IOPENI11Cx R5_ ROUC;4-I5AUR1 f�.B. RUSSER BASE f2.T. RU�REf2 tfLE °vF.CzL 9AFE7Y GLASS SDST SANDSTOtJE 5C:N SGREET�! �s� sea�aNr STG� SEATINGrt SECT $�GilON s�-r� s��ar��rt� SN7 51-IEET Sl'i.R. S}-{�E7 MEMSRANE ROOFINC� S.M.A�N.A. SNEEt M�tAL � AIR CC3NDiTIONINCx CONTRACTORS NATIONAL ASSC7CIAtiOt�I S.V. SFIEET VINYL F�OOR GOY�F2ING 51M 51MkLAR S.N_ 59NG�LE +�UhtC� 5KY SK,YGIGxi-{T SL SLEEVE S..l, SLIP JOIt�lt S.B. SOLIP BLOG{GINCx S.C. SOI.(C7 COf�E 5P SOUi�lDPROQP � i� " � I� SFKR SPEAiGER BPEG SPEGIF(CATiON tS) SPCx.t°t 9Pi21NC's POINT SQ SQUARE S.F. 5G2UARE FOQ7 CFEEi) �7S STAGKEP 97UDS 5S. STAINLE58 6tEEL 5TD STANC%ARD 5tA STA710T�t S7L 57EEL 87 BTONE StOR STORAC�E S.D. STORM DRAIN STR STiiUCTURAL SUSP SUSPENpER SYM SYMME7F2Y IICALJ 5YN 5YNTi-{E7tG 5Y8 raYSTHM TfCBL7 TAGKBOARp TEL T�LHP+-IOhlE tV 7��EVI510N T�Mf' 7�MPERED, TEMPERATURE T.G. TEi2RA COTTA rz -r��R.azzo TNK t�-IIGiG CN�85) THR THRE9NOLC7 t.B.D. TO BE D�?ERMIi*t�D T.P. 701LET PAfi �12 NOLDER i.PiN. 701L�T PARiITION 70L TOLERANCE TdCz TONCxU� AND CxR00VE 7dB 70P AND BOTiDM T.O.S. TOP C>F BEAM T.O.G. TOP OF GONGRETE 'C.O,p, TOP C.?� PRAIN T.OP TOP OF POD7(NCa TOM. TOF OF MA50NRY T.O.f'L. TOP OP P�A7E T.O.i°�Y, 70P CJP PLYU100D T.P.i2. TOP OF I�IDGE T.P.u. TOP UF SLAB T.O.STL TOP QF 57�EL T.OUJ. TOP OF UTALL T.L,D, tOTAL LOAL? T.B. TOtUE� BAf2 T.L. TRACfC LIGFITINC-r TF2 TRA1�1raOM r rt�aa TYf' TYi'ICAL UG UNI: ERGU7 UCx UND�RGROUNI� UL. UNf: ERUIRI7ERS LABORATORIES UN� UN�iNiSHECi U.B.G. UNIFO�f BUtLD1NCs GOD� U.M.G. U111�ORM MEGNANIC,4L C�DE U.F'.G. UNIPOR�'i F'LUME311�tG COD� U.ON. UNLE9S OTNERlU16E NOTECi URN URINAL Y.B_ YAPOR BAf?RlEF2 YAi2 VAf�iJISN �/NR v�NEER vT.R V�NT THf�OUC;N ROOP (V) vERIFY Y.I.F, Y�RIFY It*1 FIELC3 V�RT YERTICAL V.S.J. VERTIGAL SLIfi' JOIPiT v�ST V�8718UL� VIN YINYL VL.i3. Y(NYL BASE V.C.7. Y(NY� GOMf'051TkON 71LE V.P. VINYL FABRIG v7. YINYL TILE Y,tJ1.C. YINYL tUALL GOV�RING V.J. V-JOIN7 {�p} tUSGT IUAINSGOT IU.N, UlALL NUNC� U1PR IUALL.PAi'�R W.Tlll. UJALL 70 tUALL IU.C. UlA7ER CL05ET tllF' IUAT�RPROOFINC-� tU,R, UJAT�}2 i�EPELLENT U�S llJATERStOP U1T LUEIC�N7 U1.WF. W��DEC7 U11%'E FABRIG UJI-4.8. UIHEEL.33UMPER UJ UJiD7H. UJiT7E U1D0 U1(h1DOU1 Ut�. UliRE[7 GxLASS tU/ W(TN t!1/O U1(TI-fOUT UTD U1C?OD ttl,B_ UIOOT� F.3AS� tU.PT, tllORKli�lCi PCJfNT UJ.I. UJROUCKNT IRON 5'� ANGLE (�. G�NTER L1NE [ CI-EANNEL j� PROpERTY LiN� qr ROUNC3 / DIAM�tER [�] SG2UARE X° P�Cs(�E # NUMBER i�c�l�x to �r� u� i�nc�5 am.r� co��� �r,��t G�l/�L DR/�W�NCs$s MFe"ti �Irei no ���h.tr G�Q�I Givil Gover 8heet Ml.) Mechanfcal Gover 5heet CQ)�2 �xistinc„�- Gonclitions Pl�n M12 Mechanical Schedules G(dfD3 (nitial C3radinc� Plan M13 Mechanical 5chedules � GID(I�4 Subdrainac�e Plan M3.�1 Poundation Mechanica) P1an Gldf�5A C�srading and C.>raTnac�e Plan M3.ID Cxarage Mechanlcal Plan CP��5B C-sradinc� and Drainac,�� Plan M3.1 �irat �loor Mechanical Pla�r CfDQiro C,radinc� and Drainac,�e Detaifs M32 5eeond �laor Mechanical Plan GfD¢'i�f Uti�tty Plan M33 Third �loor M�chanical Pfan GPXTS uttlfty D�tatls M�.4 �ourth �loor Mec#�anical F'lan 1 oF 5 lUillow Road Streetaca�e Gov�r M3.5 Meci�anical Roof Plans 2 of 5 l.IJi(low Road 5treetscape M4.1 Mech�nical UnTt Plans 3 of 5 Ulillow Raad 5treetscape M42 Mech�nica( Unit �'lans � of 5 lUtilaw Road 5treetacape M4.3 Mechanicai Unit Plans 5 of 5 Ulillow Raad atreetscape Detatle M4.4 Mechanical Unit F'lans M45 Mechanica f Unit Plana M�4.Gt Mechanica I Unit Plans *n'+a_r'ewe r'�dil.k!rr.A. M4."f Mechanica ( Unit Plana �.�C=,.-.. _ _ . _-__.. �� M4,F3 Mechantca! Untt F='lana L1 Layaut Plan M4.9 Mechanical Unit Plans �2 Lancfscape Plan M4.1(D hlechanica I Unit Plans L3 Lanclscape Notes a+�d D�tails M5.1 Czas/t7omestic Ulater Risers L4 Landscape Natea and Details M52 UJaBte and �/ent Riaers M53 U1ast� and Yent F2isers M5.4 Ulaste and �/ent Ris�rs MS,a tUa�te and v�nt Ris�rs I-1 (rri atian Plan M�a.6 UJaste and 1��nt Risers � MS.�f Ulaste and vent Risers I-2 (rrtgation Details M5.8 I-lydranic Risers I-3 Irrigatican petails Mfo.l M�chanical Diagram� M62 1"lechc�nical Diac,�rams eorui+�r-t��d�,d�r�� M63 Mechdnical Diac�ram� M�.4 Mechanicai Qiar.,,�rama A�.1 Ordinance 3�D ci a vel �I.�ES��S"ce9�� ���h`�'� AtP,�I �ire 8�paratior� Crtarage Cei►ing ode ata ee o r ��� ����#,rlca) Cover Sheet Al2 Gode Data 5heet 2nd Flaor �2,1 Electrieal Site Pl�n A13 Gode iJata 8heet 3rd Ploar �gQy ��r,�g� �Iectrical Pla�s Ai.4 Cade Data �vhe�t 4th �loor ��,� �irst Fjoor Ei�ctrlcal Plans Ai� �xiting Plan C�arac,�e Lev�l �3.2 Second �loar Efectrical Plana Al.ro �xiting Plan ist F�c>or E33 Third Ploor �I�ctrical Plana Al,"1 Exitinc,,,j Plan 2nd �loor ��_q. �purth �Ioor Electrical P►ans A1.8 �xitincj Plan 3rd �loor ��.,.,s ���ctrical Roof Plans A i i h�loor ��..I Electrical Unit Plans A1,is7� Pir� Separation �,�� �1�ctrical Unit Plans an r ng Plan ��{,.3 Eiectrica) Unit Plans ,422 51te UJall Plans �,�.q ���ctrical Untt Plans A3.Q� C�sarage �Icaor P(an ��,5 Electrtcal Untt Plans A3.1 lat. P�oor Plan �,q�, E}�Gt,rical Unit Plana A32 2nd. floor Plan ��._-� �jectrical Unit Plans A33 3rd. �loor Plan ��,.g ETectricai Unit Plang A3.4 4th. �laor Plan �q,.g �jectrical Unit Plans A4,1 Roo£ Plan �q.,�,� �ject,rical �Intt Plans AS.f� �xterior Color Sc3�eme �r�,� �}��trica! G7ne-Line L71ac�ram A5.1 �levattons ��,� Gommunicdtions Riser piac�ram .452 �ievations �,r�.� ��ect,rTca! Diac,,,�rams A53 �levations Ero2 �lectrical5chedule� A62 Buildin Seation �rO� Electricai Panel �chedules ui in c� n ��'.� �l�ctrical Panel �ch�dules Ai.la Ulall 8ection �ta� El��trica) f'an�1 5chedul�s A'l,lb U.lall SectTon ��-� �lectrical Panel Schedul�s A8.1 �levatar Plans 4 Secttons .45.2 �levatar Plans a �eciton Plli ; Pl�dt�Ct�GNs ,48.3 �levator Plans a 8eciion AS.�4 5tair 5ectton FA1,G� Cxarage Leve) �ire ,4Earm Plan A85 5ta ir 5eciian FAi•1 �(rst Floor Fire Alarm Plan AS.�o Stair 5ection P.412 S�cond Floar Fire Alarm Plan AS.� 5ta(r 5ection �.41.� ihird �►oor Fire Alarm Plan A tair ection PA1,4 Fourth �loor Pire Alarm Pian A89 Sta r 5 cti n �Ps2�.(O �ire Protectlon Gover 5�eet A9.1 Ulindaus chedule �Pl.k'� C�zarage �evel F�re Prot�ction Plan A9.2 UJinclow �achedu�e �Pl.l First Floor �ir� Protection P1a� .41P,s.1 poor �cl�edule �P12 S�cond Floor Fire Prot�ction Pian ,41rD2 I7oor �ehedu�e �P1.3 Third filoor Pire Protection Plan ,41�3 Door Schedute PP1.4 �ourth Plaor Pire Protection Plan Ai3.lL1a Public 5pace RCPs �i�1..5 �irst �ioor �ir� Pratectton Plan A13.�b Public �pace RCPs A13.(dc Public Space �nlar��d Plans � A13.�Dd Public 5pace Enlarc�ed Plans A13,1�1 �nlarged Unit €°lans , A13.fP.�2 �nlarg�d Unit Plans A13.1�3 �nlarged Unit Pfans A13.ICD4 Enlarg�d Unit Pians 3 �" r t ns ,413.1f�roa Enlarged Unit Plans A13.10�b �nlarged Unit F'lans Ai32lbi �nlargec! Unit F'lans �i S A132ID3a �nkarged Unit Plans Ai32�3b Enlarged Unit Plan� �i132�5a �n(arged Unit Plans A132C�54a �nlarged Unit Plan A13.3r7J) �n(arged Unit Plans A13.3�ZJ2 �nlarc,�ed Un(t Piana A133PJ3a �nlarged Unit Plana ,413.3fD3b �nlar it i� ana Ai3.3 nfar�ed Unit Plans A13.3QJ5a �nfarged Un�t Pians A13.3s?�5b En(argec{ Ulnit Plana ,413.4�1 �nlarc�ed Unit f�lana A13.1Ffv2 �nfarr�ed Unit f°lans A13.4rZ13a �nlarged Unit Plan ,413.4f03b �nlar�ed Unit Plan 81.� General t�lotes, �er��nd, Abbrev. � vhe�t List 5L1 Czen�ral itilat�s � S�recial Ins�ectian 512 Lc>ad Keys 51.3 Typical ProJect lUide Concrete l7etails 51.4 1'yfaica) ProJ�ct lUide Goncrete Details Sl.'"a Typica) PraJect Ulide 8tee) C7etails 51.6 7ypica) Praject UJide St�ei Detaila Sl."1 Masanry Deta i la S1.8 Lt�ht Cxag� Typical Details 82.fD Faundatian Plan 52.i �irst l��vel �r�min� P1an v22 5ecand �.�vel �raming Plan 52.3 ihfrd �.evel �ramir�g Plan �a2.�4 Fourth L�ve� �ramtng Plan 52.5 RooF Leve) �raminc� Plan 83.� Faur�dation UJall Elevations 53,1 8hear UJall �ievations 53.2 ��ar UJa►) �Ievatians S33 5hear UJall �I�vations 84.� �QUndatians 5ections d t7eta�ls 54.1 Retaining UJa�i �ecticans . S5.D Framing 5�cttona � D�ta11s � � �v5.1 Framing Sec#.ions 4 C7�taiNs 552 �ramin� 5ections S patails 5r'a � Galumn 5chedule S�o.l Column �chedule � Details ; SG>2 5chedules � � � �� ir ...... .rl� ,1 ir I � �; ��� ��i.,i ��� � , �� r •� RESORT DESIGN ASSOCIATES ARCH ITECTU RE, PLANNWG, INTERIC}R DEStGN San Francisca Office 6�5 Market Street, 14th Floor San Francisco, CA 94105 Tei� 415,3J2.�1433 Fax: 415.39�.4454 LOUISVI��@ �1ffICt' 387 S. McCaislin �lVd. Suite �Qtt Louisville, Ct� 80p�7 Tel: 303.449.443� Fax; 303.'9�6.5233 AVOn G1ffiCe 30 W. �enchmark Suite ��U Avon, CO 81620 Tel: 970.949.0899 F�c: 970.949.(3933 info�tResartDesign,com www. ResortDesign.com � T3 Cy LL � � ,� ('✓} „- '✓ �1- �� � 1� �' � Revisic�ns; 11-1�-Q)6 P�G SUBM(Ti',4L 12-(�'%1-fZata 7"G7UIN COU%lGC1_ 12-2m-�C DRB �vl�BMITi',4L 1-i5-r7�'t C7RB SUBMi't`�,4� 2-r��-��f i7RB �U�3MIttl�L 2-2QJ-l�"1 6Qs°ro PREGINC� 3-21-fa�f 9G.�io PRC?C�RE�S 4-ii-�i P�RMIi S�T �-�°m"i P�RMIT 5UBMITTA� REVISIOi�l�v ,n � '°"'� 4 �'�k ��'' •� �� ��� �_� � `�1i` � r � ;� � ��t1L�: ,� � � ��. y: ,� �:� . � t �_, � c , �� � # ' s � t�.w.�rw _ .. ■n...s. .. . �i.u�...mi...i .. i • � rq # !� - - - . . ...r.�� � � .....�� ...��. _...����.�.............. �I II I: 'I� • O:I , OII U� �...,� �.. �..�.,� . U.���...� . ' • • r ► s ' II /i /I � � .�T� 7V 'e • ; � �.... � ��.�.+�.�..�. ..�e.�. � � � � � � � � �e �m ' � �. • • • t - • ,�, ' 1. Obtain o Public Way permit from the Tawn of Vail Department of Public Worics, (974) 479-2158. Obtain all raquirad building perrnits through tha Town of Vai! Department Qf Community Development, 75 S. Frontage Road, Vail, CQ. 81657. 2. Ail contractors shall be ticensed to perfarm work within the Town of Vail. 4btai� and pay for contractor's license at the Tow� ot Vail Department af Community Development> 75 S. Frontage Road, Vail, G4 $1657. 3. The ��ontrac#or ehall obtain all necessar stondards s ecificatians ermfts, bonds, etc, from all a licable a encies rior to commencement of construction. Y • P � p Rp 9 P 4. The public and'the TownYYof Vail will have the right occupy the public Right af Woy and adjacent facilitiss during the entire period of construction. Perform site wark aperations to minimize conflicts and to fac+litate use uf the premises ond conduct of normaf operatians. ,�. 5. Ail materials, workmanship, and �ar�stru�'tion of pubiic impravements shai! meet or exceed the stondards a�d speciflcotions set forth in #he Town of Vaii Code, Development Standards Handbook, Construction Details and applicable state and federal reguiations. Where there is aonflict bstween these pians and the specifications, ar applicabia standards, the most restricttve standard shall apply. Ail work shall be inspe�ted and appraved by the Tawn of Vai1. � 6. All raferences to any pub�i�hed standards shall refer to the latest revision of said standard, unless specifiaaliy stoted otharwise. 7. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility ta the Town of Vail, as beneficiary of said engineer s wark, for any errors and omissions cantained in these plans, and approval o# these plans by the Town of Vail Engineer shall not relieve the engineer who has prepared these plans of al! such responsibility. Further, to the exten# permitted by law, the engtneer hereby agrees to hold harmtess and indemnify the Tawn af Yail, and its officers and employees> from and agoinst all IiabiGtiea which may o"rise from any errors and camissions cantained in these plans. 8. Ai1 sanitary sewer, storm sewer, and wc�ter line canstnaction, as well as power s�nd other "dry" uti�ity instailatians, shali confarm to tne local uti►ity entities standards and specifications current at the date of approval of the pfans by the Town of VaiL 9. The type, size, location and number of ali lcnawn underground utilities are approximflte when shuwn on the drawings. It shall be the respansibility of the contractar to verify the existence and looation of all underground utifities ffiong the route of #he work aefore commencing new construction. The contractar shaif be responsibie for unknawn underground utifities. 14, These drawi�rgs rapresent oniy the approximate location af utilities and are Inciuded anly for the convenience of the cantractor. Contractor shaii be responsible for I�ccating all utilities, pipes and s#nac#ures. Contact u#ility notification center O� C4IOfQtIO {$OQ)-922-1987 to locate undarground facilities. Contaot Tawn of Vail for additional locates (970} 479-2158. Contact Eagie River Water and Sanitation District for additional locates (97Q)-476-7480 ext. 114. UtiBty locates to be performed at feast 72 hours prior ta any construction activity. Contractar shail ensure that work preformed in the praximity to utilities shali be according to the requirements of the requiremsnts of ihese agencies. The contractor shall notify the owner's representatiue of any existing utilities which may interfere with the proposed work prior to construction. The contractor shail repair all existing utilities to remain which are damaged during constructian at no additional cost to the owner. 11. 'i17e cant�actor shall coordinate and caoperate with the Town af Vail, and atl utility campanies involved, assuring that the work is accamplished in a timely fashion and with a minimum disruption af service. The contractor shap be responsibie for contacttng, in advance, ali parties affected by any disrupt➢on of any utility service as well as the utility companies. 12. A State Construction Dewaterinc� Was#ewater Discharge Permit is requirsd if dewatering is required in order to facilitate construction or if any water is dischorged into a storrn sewer, channei, irrigation ditch ar any waters of th� United Stat�s. 13. The cantractar shaff subrnft for appraval and com ly with pll terms and conditians af the Calorado Permit for 5torm Water Disctrurge (Corstact Colorado Department of Health, Water Quality Control Division, ut {30�) 692-3690� Q$ the Town of Yail Storm Water Discharge Permit (�ontact 970-479-2333) whichever is deemed nec�ssary, the Storm Water Management Plan, and the Erosion Cantrol Plr�n. 14. Gontractar shali provide and mointain approved erosian and sedirrrent control "best management practices" {BMP} for the projeot durptian. Contractor shali inspect BMP's weekiy and after euery precipitation event. Gontractor shall document inspection and make reports available upon request. Accumulated sediment ond debris shall be removed from a bmp when the sediment level reaches ane half the bmp heights ar, at any time that the bmp functianality is adversely impacted. All necessary maintenance and repair sha11 be compieted within 48 haurs of identificatian, unless otherwise agreed upan. 15. The Town of Vail shpli not be respansible for the maintenance of storm drainage faciiities located an privote property. Main#enance of on site drainage f�cilities shall be the responsibility of the private owners. 16. The Town of Vail shall not b� responsible for any damage or injuriss sustained as o result of the construction af this project as a result df groundwater seepoge, wh�ther resulting from groundwater flooding, stnactural damage or o#her damage. 17. The contractar shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an apprapriate mechanicai methQd (i.e. machine broom sweep, light duty front-end laader, etc.) or as approved by the Town of Vail construction inspectar. 18. The cantractor shall na#ify the Town of Vail Construction Inspectar (97Q-479-219$) 72 hours priar ta tha start of dny canstruc#ian. tf work is suspended for any period of tima ofter initiai start-up, the con#ractor shall notify the Town of Vail of reason for suspension and estimated time of suspensior�. Cantractor shali na#ify the Town af Vail 72 hours prior to restart of construction. 19. The cantractor shali �otify the Tawn of Vail Envtranmentol Heaith Inspector (970-479-2333) at least 2 working dc+ys prior to the start af any earth disturbing activity, or construction on any and all public improuements. 20, The Owner shap be responsible for obtaining and submitting to the Town of Vai! Canstruction inspector materiai tests in accordance with the applicabie st4ndards and specifications far all work wi#hin the Public Right- of-Way. If the final soils/pavement design report daes nat correspond with the results of the origina! geatechnical repork, the Owner st�all be responsibls for a re-design of th�e subject pavement section. Aii finai sails/pavement design reports shaU be prepared by a licensed Professionai Engineer. The finat repart shcall be submitted to the Town of Vaii Construction Inspector prior to placement of base ond asphfllt. 21. Prior ta placemant af H.B.P. or cancrete within the public Right af Way a mechanicai °proof rall" will be required. The entire subgrode andJar base material shall be ralled wtth a heavily I�aded vehicle having minimum single axle wetght of at Isag# 78,000 Ibs. Any subgradejbase se�tion exhibiting �x�essive pumping or defarrna#ion as determined by the construction inspec#or sholl be reworked, repiaoed or rnodified to form o non-yielding surfoce. The Town of Vail Construction inspector shall be ncatified 24 hours prior to a "proof ral(". 22. 'the cantractor shall fumish electronic r�nd hard copy reproducible As-Buift record drawings showing horizon#al and vertical locations �nd elevations of constructed improvements incfuding ali utilities, and drainoge appurtences priar ta acceptanca af the project. 23. The contractor sha11 video �amera {N) a11 installed public starm sewer pipe prior to final pavirtg and/ or other final surface treatments are completed. A copy af the video t�aping shall be provided to the Town of Vail for review and approval ond record keeping. 24. The oontractor shall be �esponsible for all aspects of safe#y -including, but �ot limited to, excavation, #renching, shori�g, trpffic control, and security. Refer to OSHA Publication 2226, Exoavating and Trenching. 25. The contractor sholl submit and have approved o Constructinn Troffic Controi Plan, in accardance with the MUTCD (Manuai of Uniform Traffic Control Devices), to the Town of Vai! Construction inspector, prior to any canstruction nctiviti�s within, dr affecting, the Right-of-Way. The contractor sholi be responsible for providing any and all trofflc controi devices as may be required by the construction activities. 2fi. The contractar shali submit to the Town of Vail Construction Inspector and gain approval for a construction staging plan, schedule and phasing plan prior to the start of construction, 27. Construction sites and staging areas must be fenced and maintained in a secure condition ot all times. Keep fencing and surrounding areas clear of trash and debris. Any construction debris or mud dropped into manholes, pipes, ,or tracksd onto existing raadways shall be removed irnmediatety by controctar. Contractar shali repair any excavatians or pavement failures oaused by canstruction within or in the vicinity af the limits of construction. The contrac#or shdll be responsible for damage due ta constructian at no additianai costs to owner, 'il�e contraotor shall remove all sediment, mud, and construction debris that may accumulate in the flow lines, privot� property, ond pubiic rights of ways of the town as a resu{t of this construction project. Removc�l shafl be cor�ducted within 48 hours. Re#urn all construction staging sites to their original condition upan completion af #he conatruction projec#. 28. Dimensions for tayout Qnd canstruction are nat to be scaled from any drawing. if pertinent dimensions are not shawn, aontact the Designer for clarification, and annotate the dimension on the as-built recard drawings. 29, The contractar shaCl hove, onsi#e at ail times, one (1) signed copy of the approved pians, one (t) copy of the appropriate standards and specificatians, and a copy of any permits and extension agraemants needed for #he job. 36. If, during #he constructian proaess, conditians are encountered which cpuld indicate a si#uatian that is not identifled in the pians or specifications, the contractor shail contact the Owner, the Design Engineer and the Town of Vaii Gonstruotion inspector immediately. 31. 'it�e besigner shall provide, in this lacation on the plan, the lacation and descriptian of the nearest survey benchmarks for tne projeat as weil c�s the basis af bea�ings. Th� information shall be as foilows: Benchmarks - Town of Vaii Survey Cantrol Basis of Elevatiom SEWER MANHOLE 082Q INV. ELV: 8140.2' FROM ERW&SD ASBUILTS �OCATED AT SW CQRNER OF LQ7 4 IN WII10W PLACE. 32. �ocate, protect, and maintain bench marks, monuments, controi paints and project enginsering reference points. Reestablish disturfaed or destroyed items at Contractar s expense. 33. 'ihe cantractor shall be responsible for replacement of any existing materials that are damaged during construction within the limits of canstruction ar in the vicinity of the limits af construction, at na additionai cost to the Ow�er. 34. When an existing asphalt stre�t must be cut, the street must bs restored ta a condition equal to or better than i#s originai condition. Patchiny shail be done in accordance with the Town of Vail Street Repair �tandords. The seams of the asphalt patches sholi be infrared unless otherwise instructed by the Town af Vail Engineer. 35. Upon completion af constructian, the site shali be cleaned and restored to a condition equal to, or better than, that which exisied before canstruction, or ta the grades ond ao�dition as required by these pians. 36. Standard Nondicap ramps are to be constructed at ail curb retums as identified on these pians. The construction af these handicap ramps shall be in accordance to ADA current standards. 37. After acceptance by the Town af Vail, public impravements depicted in thase plans shail be guaranteed to be ftee from materiat and workmanahip defects for a minimum period af two years from the date of acceptance. 38. The Contrcactar shali be solely and cnmpl�tely responsible for the conditions at ond adjacent to the jab site, inciuding safety af persons and property during performance of the wark. The contractor shall provide lights, signs, barricades, flagmen, or �ther devices neoessary to provide for pubiia safe#y, pedest�ian nnd vehioul�r access as needed. This requirement shall apply continuously and not be limited ta narmai working hours. 39. The Contractor shaA nat wiUfully proceed with construction as designed when it is obvious that previously unknown obstructions and/or grode differences exist that may nat have been known during design. Such conditions shai! be immediately brought ta the attention af the awne�'s representative for decision, 1'he contractor shail assume full responsibility for all necessary rsvisions and repairs due to fai�ure to give such notification ot no additional cost to the Qwner. 4q. At the end of each warking day, the Contractor shall be respansible for connectint� the existing storm droinage pipes to the newly installed storm drainage system. All drainage systems within the constructian limits sholl be maintained by tMe Cant�actor fior the entire duration af the constr�action praject, The contractor �hall be responsible to maintain all droinaqe within the constn.action site and offsita drainage which is directly affected by construction. 41. Controctor shall be �esponsible for maintaining the operatian of the existing Town street lights withi� the praject limits. The contractor may provide temporary straet lighting approved by Town af Vail, when existing street lights are removed. �F2. Cantractor sfiall 6e responsible for maintaining the operatian of existing Tawn irrigatian lines within the project limits unfess atherwise approved by the Tawn of VaiL 43. It is the responsibility of the contractor to pro#ect and preserve �II trees, bushes, shrubs and cover in a mannsr acceptable to the owner. All areas af 7awn af Vail Right-af-Wa�y disturbed during �onstruction shal! be well graded tn drain, covered with a minimum af 4-inches of top soil, fertilized, mulche� and re-seeded according to the Town of Vail s standard speaifications. 44. Contractor sholt maintain access to fire department hydrants and connectians shall be mointained throughout construction unlass otherwise approved by the Town of Vail Fire Department. � � : • ,� - r • � ♦ �► �► �" � � �� � � VtCINtTY MAP 1. The Gontractor shali COt1fOCT1'1 #o ail Tawn of Vaii rules, regulations and stipulotians while accessing through or wark+ng in the Town. 2. Alpine En9ineering Inc., Town of Vail Engineering and the Owner's representative are tq be notified by the Contrac#or ot leost 48 hours prior to any construction. 3. Alpine Engineering, inc., assumes no responsibility for utility (ocations. It is the Contractor's respansibility to fieid verify the location of oll uti{ities prior to commencement of any canstruction. 4. The Cantractor shall take all appropriate precautians to significantly reduce any potantial pollution caused by his activities, including vehicle fusling, storoge of fertilizers or chemicals, etc. The Contractor sholf have identified pracedures for handling potential pollutants and have identified spill prevention and response procedures prior to any activities 5. The Contractor shall minimize ail off site soi{ tracking. Ali soi( trocked aff si#e shall be immediately cleaned up to the satisfaction of the dwner and the Town of Vail. 6. All excavoting for raadway, retaining walls and drainage facili#ies and other trenches shall meet OSHA requirements. 7. The Owner's representative wiif designate staging areas. &. The Cantractor shali obtain all permits necessary far construction. 9. The Gontractor shatl keep a set of contract drawings marked up ta tully indicate asbuilt canditions. The drawings shall be provided to Aipine Engineering, Inc. upon completion of this wark. 10. Sofety is the responsibifity of the Contractor. The Engineer is nat responsibfe for safety in, on or about Project Site, nor for compliance by the appropriate party with any regulations relating thereto. 11. Observations af the work in progress and on-site visits are not to be construed as a guorantee or warranty by the Engineer of the Gontractor's contractual oaligations. 12. If any groundwater is encoun#ered the Contractor shall cantpct Alpine Engineering, inc., and the project qeotechnicai engineer immediately. 13. The Contractor shall main#ain traffic at aU times ta the satisfaation of the Owner and the Town of Vail. The Gontractor shall minimize traffic disruptians and provide adequate safa#y precautions and signage ta ensure public safety. 14. ihe Gontroctor shalf protect and preserve all trees, bushes, shrubs, and ground couer in a manner acceptabie to the Owner. 15. The Cantractor shail attend o mandatory preconstructian meeting with #he Town of Vail Engineering dept. and Aipine Engineering, Inc., prior to the start of construction. 16. The Gontractor shail maintain existing drainage channeis, culuerks, and appurtenanc�s during c4nstruction as necessary to pratect roads and properky. 17. T}�e Contrdo#or shall canform io the recommendations irt the Soils Report prepared by Hepwarth-Pawiak Geotechnieal on November 20, 2006 (Subsoil Study for Foundation Design Propased Willaws at Voil Lodge, HP Job No. 106 Q945). The proposed foundation should be on undisturbed sail, and may require the excavation af in-ptace structurai flll under the existing struc#ure. . - - - - . - - --+ . � - �' .l_ ._.. '.i ri�► s • ,� NOTE: Qwest Speciflcation notes pravided by Qwest. Some notes may nat be applicable to this project. 1. �StC�I2i�lI.� A. All cond�aits are to be equipped with minimum �" palypropyfene pull line. B. Ail conduit bends are to be stee� sweeps ar no less than PV5 Schedufe-$Q fully encased. �ang rpdius sweeps are to be used in main trench sectians. Standnrd radius sweeps may be used at ciasure locations. C. Ail conduit runs are designed on the basis that each separate nan wili have no more than twa (2) 90' bends without the insertion of on appropriotely sized pull box. D. All conduits will be PV� Schedule-40 or better unless specified otherwise. If steel ar iron pipe is used between the building and the praperty lina, the pipe rnust be kept free from contact with any rein#orcing steel or other conductors within the buiiding foundation wc�li. E. Conduifi(s) will be fumished and installed by contractor for the gxSl�a�iYS'�use of Qwest Communications. F. Conduit(s) piaced in the same trench with power supply conductorsfconduits must be separated by a rninimum af 12" of compacted soil or 3" af slurry encasement ond h4ve minimum depth of caver of nat less thon 24" on private property and 36" of cover ot the property line. �. Conduits, labs, wt�terfqas pipe, flex conduit or plumbing fittings shall not be deemed acceptabie for, use by Qwest communications. 2. SPLICE VAULTfMAINTENANCE HOLES: • All splice vaults and maintaining holes are to be equipped with ladders and cable racking materials, as may be appropriate for specifiad size and intended usage. �NO?10E� 1. Any items that deviate from these specifications must be cleored with the Qwest Communicatians Engineer prior to the change laeing made in the field by #he Premises OwnerfDeveloper. 2. Constrvction work on telephane supporting structure ¢�st be com�leted ond inspected 30-d�vs rr� ior to the date that perrnanent telephone service wili be required. Shouid Premises Owner/Develaper fai� to rneet this time frame, Qwest Communications shafl not be obligated to meet the tentative in-service date and shail be aflowed the full 3G-day period within which to schedule and complete alt of its work that may be associated with this project, commencing at the point in time that tfie Premises flwner/Qeveloper has met the requisite structural inspection. 3. For initiai jfinai inspection cali Steve Waters flt leost 48-hours in advonce. �► • '"+ A. Water 8c Sewer Syst�m (Eagle River Water & Sanitation District) Fred Haslee / (974) 476-7480 B. Electric (Noly Crass Energy, Inc.) / Jeff Vroom (9?�} 947-5425 C. Telephone {Qwest) / Steve Waters (970} 513-7189 D. Gas (Excel Energy} / Kit Bogart {970) 262-4024 E. CATV {Comcast) / Brad Dorcas (970) 468-2669 ext. 1100 , _ _ � 1. All sanitary sewer construction shall conform to Eagle River Water and Sanitation District's stondards and �pecifications. 2. All materials and woricmansFrip shall be subject to inspection by khe distric#s and/or their representatives. The district reserves the right to accept or reject any suoh materials and workmanship that da not conform ta district standards ar specifications. 3. The distriot and its engineer are to be noti�ed by the Contrnctor at least 48 haurs prior ta any utility conatruc#ion. 4. Campaction of all trenches must be ottained Qnd campactian tests results submitted to the awner and Alpine Engineering. 5. 'Fhe Cantractor shall at ail #imes keep a separate full set af cantroc# drawings rnarked up ta fully indicate as-buii# canditi�ns. Said tirt�wings shall b� provided ta Alpine Engineering upon completion of the wark. As-built drawings wiii be campiled by Alpine Engineering priar ta finol acceptance. Contrc�ator is ta provide at least two ties from physical monuments ta all fittings, valves and manho{es. 6. The con#ractor sholl verify existing pipe or manhole inverts at tie-in paints prior to constnaatian staking. 7. Manhole rims shall be set at an sievation reiptive to the pavement fn accordance with Dtstrict and Town of Vaif requirernents. Precast adjusting rings shaU he used ta adjust rim elevatians to final grad�. The maximum occeptable vertical adjustment is 12 inches. Manhale s#eps shail conform to OSHA step standards. 8. The Controctar shail take core to properly shape ail manhole inverts and benches ta pramote srnoo#h flaw through the manhale. Inverts ofi lines intersecting at 9Q degrees and at highly divergent ar flat slopes are especiaily critical. Monhale inverts shail be cons#ructed with a smooth trowei finish and benches sholl be finished with o light broarn non-skid finish. All ooncrete for manhole constn�ctian shall be made with Type U cement with a m'rnimum 2$°dtiy carnpressive strength of 3000 psi. 9. All pipe shall be constructed with pipe bedding as sF�own in the sanitary sewer plans ond detnils. If trench conditians vary ar if rock or water is ancountered, Alpine Engineering is to be natlfied priar #a proceeding with construction. A class 6 raad base bedding is required in certain areas. Refer to the plans and prafiles for bedding lacotions. 1Q. Any service tap fees that may bs required as part of these proposed utility instailatians are ta be paid prior to ma�king the cannection to the moin. . - � 1. WQ#er construction shall canform to Eagie River Woter & Sanitation pistrict's s#andarda and speoifiaations. 2. Ali materiais and workrnanship shaq be subjec# ta inspection by the district ondj�r its representatives. The distriot reserves the right ta accept ar rejsct cany materiais and warkmanship that do nat conform ta district standards or specifications, 3. ERWSD and Aipine Engineerirrg is to be notifted by the Cantractar at leasi 48 haurs prior to any water line cqnstruction for a precanstruction meeting. 4. Compacfiion of all trenches must be attained and compaction test resuits submitted to the Owner and Aipine Engineering prior to acceptance. Ail pipe shali be conatruc#ed with pipe bedding as shawn in the wpter plans and details. If trench conditions vary or tf rock or water is encoun#ered, Aipine Engineering is ta be notifl�ed prior to pracaeding with cons#ruction. A clQSS 6 road base bedding is required in certain ar�as. Refer to the ptans and profiles for bedding lo�cat�ans. 5. The Contractor sholl at ali #imes keep c� separate fuli set of contract drawings marked up to fuily indicate as-built conditions, Said drawings shail be provided to Alpine Engineering upan compietian af the work. As-built drawings will be compiled by Alpine Engineering priar to final acceptance. Gontractar is ta provide at isast twa ties from physical manuments #o ali fittings, vaives and manholss. 6. Water mains shall be canstruated with ductile iron pipe, AYYN+A C151. All water mains, fire hydrant lines and water service lines sholl have a minimum cover af 7' uniess noted otharwise. 7. Ali water mains shall be hydrostaticaily testad in accordance with ERWSD standcards. Chlorine testing shali be done in accardance with ERWSD standords. $. Provide thrust bbcks on all waterline bends per ERWSD specifications. 9. Provide 10' minimum harizontal or 18" minimum vertical (with the water line above the sewer linej separatian betwesn water and sewer lines or en�case per Colarado Depar#ment of Heafth requirements. 10. Angles of water line bends are shown anly as a guideline; all bends have not been identified ar dirr�ensioned, ond addi#ional bends may b� required during constructian. 11. Install 10 guage insultited copper trpcer wire along the water mains, and cad-weld, per current ERWSD requirements. 12. Verify all exis#ing pipe invert elevations prior to constnaction. 13. Provide as-buift drawings with (2) ties ta water line values, horizontal and verticai bends, service tap locations and curbs stops. 14. Any senrice tap fees that may be required as part of these praposed utility instaliatians are to be paid prior to mokinc� the connectian ta tfis main. • " • :�: - it � • • ' • " I. TRENGH AND CONdUIT 1. Noly Cross Energy provides a!I conduits, vaults and pads. The contractor providas the excavatian, inataliation and baakfill. Trench will be excavated deep enaugh to ensurQ that the top of installed power focilities wiil be 48" below finished grade. Speoiol care must be taken to ensure tha# th� top of conduit$ wiil be 48" below the bottam af drainc�ga ditches and all other low areas. Where initiai excavation is less #han 48" in depth due to planned subsequent fiil> service will not be provided until final grade is reaohed, 2. Trench wiil be as straight as possible between voults and sha(I have a smooth bottam free of rocks. A Mlnimum af 4" of sail will be plaGed aver any rocks left in the treneh to caver racks or smooth out low places, will be compacted prior to conduit installation and the trench bottam regraded. 3. Pawer facilities to be piaced parallel to deeper utilities shal! have a horizontal separotian from the deeper utility greater than the verticai separa#ion between the twa utilit+es. When crossing a deeper utility is unavoidable, the crossing will be made as clQSe to perpendiculpr �as possibie. 4. If cc�ble television or telephone facilities are piaced in the power tr�nch, a minimum of 6" harizontal separatian must be maintained between the power facllities ar�d the other u#ilities. In no case wili focilities of onather utility installed in the trench be pfaced at a greater depth than tne pawer facilities. 5. Backfill and compaction shail be performed as required by the gavemmental entity or other agency h4ving jurisdic#ion. 6. Cflnduit joints shQli be knocked completely hame during gluing. A pull s#ring will be placed through each canduit and tiad off in the vault at each end. No unnecessary bends will bs aUowed in conduit runs, Any bend allowed wil! not be cioser than 5 feet to a vault. Chcanges in canstruction from that shown an th� praject plans will not be made without prior written approval from Holy Cross En�ergy. A wire brush will be pulied through each conduit, after instalfatian is comple#e, to remove racks and other foreign items. 7. Conduit shall be cavered with at least 4" of rock-free soil or sand priar #a backflli. Large rocks shali not be pushed In directly on top of this 4" caver. Care must be taken to avoid damage to canduits or cabies during backfill and compaction. 8. Noly Crass Energy must inspect ail conduit instaUation befare the conduit is cavered and again after covering, but prior ta backfifl. 9. Conduits ending outside a vault sholl be capped and marked with a 4° x A�" post. Individual conduits shall en#er each uault at o consistent loc�rtion. 10. Red #rench marking tape will be supplied by Holy Gross Energy and shali be instoiled 18" above the conduit or cable during backfll. IL VAULTS 1. Voults shall be installed as followa: A. Splice vpults shall be instailed with the manh4le a# ar slightly belaw final grade. B. Transfarmer vauits and switchgear voults wiil be installed with the bottarn of the pad a# final grade. C. Where vaults dre set inta hiilsides or sloped cuts, the downhill side of the vauit will be graded according to A. or B. above. The slope behind the vault will be laid back sufficiently to prohibit s�il or rocks fram sloughing inta the pad-mounted squipment or onta the manhale. if the slope cannot be laid back far enaugh, a retaining waH shall be constructed behind the vouft. D. All vaults will be installed ao that the top pad is parallel to the finish road grade. E. Pads or lids will be placed at the time of vault instt�llation unless otherwise requested by Holy Cross En�rgy. F. All vault pieces shall be jointed with a tar type sealant (when pr4vided by Holy Cross En�rgy) with the exception of the vauit pad or vault lid. 2. Holes knacked in vaults for condui# instaii�tion shaN be as smail os passibie and shall be grou#ed clased an the au#side of the vauit prior ta ba�kfilf. 3. Canduit shatl enter vaults perpendicul4r to #he vault wali, obout 2° abavs the floar of the vault, ond about 2" from any cadjucent walis and shaU hflue a minimum separotion of 1 inch between conduits. 4. Conduit wili be cut off 2" to 4" from the inside wall of the vauit. 5. Pedestals for ather utilities shaii not be located ciaser #han 10 fee# to a vault on side$ wher� #ransformers or switchgear wili have access d4ors. Pedestals shai! not be located closer than 3 feet to a vault on sides where the pad-maunted equipment wili noi have ffccess doors. 6. Holy Cross Energy provided ground rods shail be fully driven with na more than six inches of rod exposed abave the earth within the covity pravided in the center af the vault base. Holy Cross Energy must approve ony other installatian where soii conditions will not permit the ground rod ta tre full driven. C4NSULTANT Ct3NTAC'i'�3 A. Steve Virastek (Owner) % Triumph Development (301} 657-1112 B. Resort Design Associates (Architect) f Mike Foster (3Q3) 449-4433 G. Aipine Engineering Inc. (Civil} / Jason Cowles (970) 926-3373 ext. 238 D. Tawn of Vail Public Works j Tam Kassmel (97�} 479-2235 E. HP Geatechnical (Geotechnical) f Dave Young (97Q) 945--7988 F. KL8cA, Inc. {Structrural) / Jake Hohmann (970) 667-2426 G. Beaudin Ganze (Mechanical) j Marc Sacconi {970) 949-6108 ' � ��'_ , � SH��i' IND�X COVER SNEET � EXISTING CONDIIIQNS PLAN` INITIAL GRADING PLAN SUBDRAIN P�AN � GRADING 8t DRAINAGE PLAN GRADING 8c pRA1NA�E Pl�AN ' � GRADING & DRAENAGE DETAI�S � UTI�iTY PLAN UTI�ITY DETAILS �� !i !i i�� �• . �f . ��. �� �+�: � i� ��� �� i "� �►'� � i�: . .. ItESORT DESIGN ASSOCIATES ALPINE ENGINEERING INC ��A�ESQWARDS.��DRADO � 81832 OX 97 . 97(Y 928-3373 • �'AX 928-3394 + ARCHITECTURE, PLANNING, INTERI4R DE�1GN San Francisco Office 625 Market Street, 14th Fi oor I� rJt71"1 �t'C]i1CiSCOi l.rA 94105 Tel: 415.392.4433 Fax: 415.392.4454 Lc�uisville Office 357 S. McCaslin Blvd. Suite 200 Louisville, CO $0027 Tel: 303.449.4433 Fax: 303.926.5233 Avan Office 30 W. Benchmark Suite 220 Avon, Cp 8162Q Tel: 970.949.0899 Fax: 970.949. Q933 infoC�ResortDesign.com www.ResartDesign.com � � r � � � r r ! • � � • M R�visir�ns: 11-17-06 PEC SUBMITTAL 12-20-06 DRB SUBMITTAL Q1-16-07 PRICING 02-07-07 FINAL DRB 02-20--07 60� PRIGING d2-2B-p7 C1VI� SUBM1TTAl. 03-20-07 90� CD SET 04---Q5-p7 TOV RESPONSE 04-11-07 BUILGING PERMIT 06-06-07 PERMIT SET RESUBMITTAL ' Drawing Title: ',�1��� ���� �SHEET Date: RlOV, d6, 2Q� Project �10� 2327t7,0� Drawn by: JEC Checked by: JEC, KAK1 �'Jil @8�: � �� �'�� '�� . .. ItESORT DESIGN ASSOCIATES ENGINEERING INC �W�EDWARDS,��Qf2AD0 t 81832�X 97 , 970 928-3373 • FAX 926-3340 • Af�CNITECTURE, PLA�INING, INTERkOR DESIGN San Fr-ancisco Office 625 Market Street, 1 A-th FI oor San Francisco, CA 94105 Tel: 415.392.4433 Fax: 415.392.4454 �auisvil{e t�ffice 35T S. McCaslin Blvd. Suite 2t70 Louisvilie, CO 80027 Tel: 303.449.4433 Fax: 303.926.5233 Avon Office 30 W. Senchmark Suite 220 Avon, CO 81620 Tei: 970.949.0899 Fax: 970.949.0933 infoC�FiesortDesign. com www.ResortDesign.com � • • • • • � � • • • . � Revisior�s: 11-17-06 PEC SUBMlTTAL 12-20-06 DRB SUBMITTAL 01-16-07 PRICING 02�-07-0? FINAL DRB 02-20-07 60� PRfCING 02-26-07 CIVfL SUBMITTAL Q3-20-07 90� CD SET 04-05—t�7 T�JV RESPONSE 04-11-07 BUILDING PERMIT 06-06-07 PERMIT SET RESUBMITTAL �` � . • - � � � ■ � i• - i 4. i!• Pr� ject No: 23270.00 � Drawn by: JEC � Checked kay. JEC, KAK Sheet: __ _ ��F� � �"� ���������� �� ���`� �. ��� �����,���� ��������_ �, _ THIS PLAN IS NOT FOR STRUCTURAL � �� � INFORMATION. REFER TC� STRUCTURA� �--- � . �r�� . 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"" �.zr,�;.. ., t., .� , � .r� "r f� �"��rs� �� � , � � � � �� . �f ..� _ w .,.J, ���,,.. .... ��,,,,,. .... i � 4�4° t ., � rd �� � � TQM/ 55.0' "` .�.,,'"" '�.' '.�' "�' "' .-,~`" ! ��'V f + BO1N�42.B?' ._---�~B4G� 6?'f � SJS3.5 4 � J �'1� s9�s.7 ��-� -m-� -- �� �. er�s4.e c; � EXISIING SEWER MH t}i6�+s�5s.t� . RIIt�i=�156.�Y 1Fj�� �i �Y� �� 8155.5 8`154.2 ;,�St53,Q INU=8140.25' � r� �'4� ar5s.t � � 8rs¢.8 / ! �.,�' j �"�� �W �a � EX�STING SENIE� MH 08�0 / � / �� °�.,.,,� �s �'s + �IM=8i 52.9' � . ��.. ,� INSTALL JERSEY BARRIER �>, �(p WAT ��° f� 170. $>.�,�5 E� at5.�� �iEAS. I�lV=�138.8' ``� � MAfN �w f Vc cw o.s5� �� ,� 8t56. � � � ����f ,f �� RtM=89.5.�i.4' � 8155.5 ������ ����+$i54.8 �� "�""� � 8f538 �� J' ��C9 � ' ;`� �;` �� � ONE-SI�1ED F4RM FOUN[lATEON ��' � �°�" �`` �` �� r .� h`� �4�' c�°�/ WALL (RE• STRUCTURAL'� �: � �� ``� ��'�� � � "'"'�.,,,,, 4 � r {y� � `� ' � `° .. +`�" ` � -� � �� � � .. �, ,;�r � �u " a.�. . _ � w ���� . R�'` ' < �kY �,.� E� � cu �' � ��� " . �� �� �� �� g s E� -� �E �E � � � � �E ri�a=sss2. �• � ��_. � ,� �».� a�, �,,. � _ .�;� �� � �� ff�E �� �°.� EE � E� � �° �� r. ��s '� 8t55.t � BF�3.4 8J53.4� l . � . 8f�¢�� EXISTING 2'X INLET � . at�,3: s .,� � : , � RiM�8152.6' � � �, ,. � �r 8t55.� c�1�� � _.., � 1{�1V (N (PAN)=�150.3 .� �� �� . - �' � � � G1�NERAL N4TES� 1. THE CONTRACTOR IS RESPdN51BLE FpR DEVISING AND EMPLOYING A CONS?RUCTIQN P�AN WHICN W111. PROYIDE FOR ADEQUA7E SAFETY, DRAINAGE, DEWATERING, SEDIMEN? CONTROty ENVIRQNMENTAL PRECAUTIONS, PRQTECTION OF EX1S11N6 UilU71ES, PROTECTION QF NEIGHBORING STRUGTURES FR4M SE7TL.EMENTF AND ACCESS TO ROAQS. 2, THIS PLAN IS SUBMECT TO CHANGE BASED 4N THE RECOMMENDAT10N5 OF THE GEQTEGHNICAL 1» � ��� £NGINEER AND EXIS71NG SUSSURFACE CONE}ITtONS AT THE TiME QF EXCAVA`iION. ANY CHANGES TO THE INITIAL EXCAVA710N MAY REQUIRE 7HE USE OF �NORING WALL(S) OR OiHER MEASURES TO COMPLETE 7HE INIilAL, EXCAVATION. A CO � N11N ENCY PLAN FOR SLQPES FLATfER THAN 1:1 ANDfK?R SHORING SHOULD BE IN PLACE PRIOR TO THE COMMENCEMENT OF WORK. THE £KCAYA710N SHALL COMPLY WITH O.S.H.A. REGULA114NS. THIS Pl.AN SHAII BE lSSUED TO N.P. GEOiECHNfCA�. FOR REVIEW PRIOR TO CONSTRUC7)ON. 3. THE GE47ECHNICAt� REPORT ADDRESSES SPECIFiC CONCERNS ASSOCIATED WITN THE BUIL[?ING EXCAVATION, pEWATERING. SUBDRAINS AND BACKFI�I.. IT IS THE CONIRACTOR`S RESPONSIBIU7Y T4 ADHERE TO 7HE RECQMMENDATIONS OF THIS REPQR7 �J��IP-�E� CH REP4RLt?ATE(? 1�1QYEMBER_24. 4. ANY WORK CONSTR UCT1aN QR GRADIt�G OUTSIDE OF "ME PRt�PERTY SHAI.L BE C40RDINATED WiTH, AND PERMISSION OBTAINEQ, FROM TME ADJACENT PROPERTY UWNER. ENCRQACHMENT AGREEMEN'TS ANDjOR EASEMENTS MAY BE REQUIRED. ANY WORK OR CCINSTRUCTfON WITHIN 'TNE PR4PERTY THAT .._.2p.1 ��" pF 3g" FAI..L.S WI7HiN EXISi1NG EASEMENTS SNALL BE CC10RE}INAiED WITH TF#E OWNER(S) OF RIGHTS TQ CMP C� 14.9� THQSE EASEMENI"S, ��` � PROPOSED iEMPflRARY �OLDIER BEAM AND �, STABILIZED CONSIRUC13t7N ENTRANCES ARE REQUIREL? TO BE INS7A�LED AND MAINTAlNED AT ALL LAGGfNG SHORING WA11 (REFER TO AC�ESS POINTS (SEE DETAIL}. COGGINS & SONS, INC. WALL DESIGN PLANS). 6, THI� PI.AN IS FUR 1NITIAL 6RADING C?N�Y, REFER TO SiRUCTUF2A� PLANS FbR ALL FOUNDA110N INF`ORMATIflN. C� 1: �,�, 7. T4PSOIL AMD EXI511NG FIl1 IS TO BE REMOVED FROM UNDER AI,.L FOOTERS, SLABS. CRAWL �PACES� $ NARDSCAPES AND FII,.L AREAS. -- �� il, �" �' � °��,. 8. THIS INI11A� EXGAVATION PLAN DOE� N4T l�EFLECi ANY GRA�ING T}iAT MAY BE REQUfREt7 T4 REMOVE PREVtOUS�Y Pl.ACED FII�L, 7CIPS01� OR ANY LOOSE OR DISTURBE[� SOIl.S. �� � x 9, CQN?RACTOR SNAll Lf�CA7E AL.L UTILIIIES AND DRAINA�E �TRUCTURES PRIOR TO EXCAVA110N, AND �� `�- PR0IECT THEM FROM [}AMAGE DURIMG CONSTRUG11qN. IF T1E-BACKS OR SOIL NAIL.S AR� REQUIRED � 1N "ME WII,.[.OW RUAD OR VAI�. ROAI� RIGHT-AF-WAYS. 7HE CQNTRACTQR SHAII �OGATE ANd EXISTI�lG 5' MH WITN 2' GRATE Pt71NOLE EXISTING UT1L111ES ANO DRAINAGE STRUCTURES PRIOR TO iNSTAWNG 11E--BACKS/SOtI. � RIM=8157.4' NAIL5, A R�YOGABLE RIGMT-OF-WAY PERMIT SHALL BE OBTAINED 8Y THE OWNER. s�av E� {�s" cr,��}��7��.7' li�V �UT {36" CMP}= 8151.4' "10. IT IS THE CONTRACTORS RESPONSIBILITY TO DE7ERMINE TH� SUBGRADE EIEVAT1t7NS REQUIRED FOR i�vv IN {12" CMP}= 8152.8' 7HE INITIAL EXCAVATION. CONTRACTOR SHALL REFEF2 TQ STRUCTURAL PLANS AND THE ��ii,!� �.� �����`'' � R�COMMENDAl10NS 4F TFiE SbII.S ENGIMEER FOR TH� PROP05E� SLAB AND GRAVEL THICKNESS ANt? EXCAVATE i0 THE NECESSARY SUBGRADE E�EVATiONS ACCORDINGLY, 11. SEDIMENT Ct?NiROI, fiAC1UTIE5 WILL NEED TC} BE PERIODICAtIY INSPECTED, REPAIRED, AND MAINTAINE[} DURING CONSTRUCTION TQ INSURE THAT THEY ARE FUNCiIONING PRt3PERLY, 12. REFER TO COGGINS dt SpNS. lNC. PLANS F�R "PROP4SED EAR7H RETENI`�ON, THE WlLLOW`.ra, VAII., COLORAQO" DATED MAY 07, 2007 FQR SNQRING WAIL QESIGN INFORMATION. PROPOSED PERMANENT MIGROPII..E ��. NP GEt?TECH T� REVIEW SNpRING PLAN PRIOR TO �QNSTRUGTIpN TQ DETERMINE S�OPE STABIUTY RETAINING WAtl (REFER TO COGGINS & cor�Qa�nor�s. SONS, INC. WALL DESIGN PLANS) 14. IF TNE INITIAL EXCAVATION SLOPE IS H+ET iHEN IT IS NO L4NGER AN QSHA TYPE "B" SOIL ANC� WIt,L 70MV�53.5' eow a4.o' .�4.a � ars.�.s s' ` T01M�53.5' BOlY�46.0' � °� 153.7 TOYt�53.5' . aa�a�.o= REQUIRE ADDlT10NAL 5MORING OR A�L,41iER LAY BAGK SLAPE. L, 15. HP GE(?TECH TO PROVIDE CONSTRUCTiON REVIEW TO M4NfTOR 7HE IMPl.EMENTATION OF THEIR RECOMMENpAT10NS AND TQ VERIFY TNAT THE t�ECOMMENDATIONS NAVE BEEN APPRQ{'RIA7ELY INTERPRETED. 16. PORTitJNS 4F THE TEMPORARY SHORlNG WALL MAY REGtUIRE TRIMMING FOR �INISHE� GRADE OR REM4VAL F4R STORM SEWER AND UT{LITY lNSTALLATI4N. 17. CONTRACTOR SHALL PROVIDE TRAFFIG CONTROL FOR VEHICI.ES ENTERING AND EXITING THE G4NSTRUCTION SI'iE FOR THE DURATtON OF CONSTRUCTION ACTIVITIES. � 18. THIS PLAN WAS BASEE� 4N A�OUNDATIaN PLAN PROVIDED BY KL.dcA STRUCTU�2A� ENGINEERS ON BU1�.DiNG OUTLINE MAY 1, 200i. REFER TO STRUC7URAL PLANS FOR AU. �OUh1DATi0N 1NFORMAiION. / 19. TME CON`If�ACTOR SHAtl DEVISE AN EFFEC111/E dEWA7ERING PLAN F't7R WITH ADEG2UATE SEDIMENT r CONTR4L MEASURES FUR CONSIRUC110N UF SHL}R1NG AND THE FOUNDA?ION. � Y Y��L�W 20. CQNIRACTC?R Ta INS7ALL DANDY BAG INLET PROTEC714N ON �X�ST1N� AND PRaPOSEO ONSITE AND OFFSI?E INlEtS DURCNG G4NSTRUC710N 5EE DETAIL). PL��E� 21. A�L TIEBACKS INTO THE TOWN OF VAIL ROW MUST BE TEMPORARY. PIQ pERMANENr TIE:BACK �R VEF27iCA� SNORING ELEMENTS WIl.L BE Al.L41NED TO REMAIN IN THE ROW. CdNSTRllCT STABIIIZED CQNBTRUCTION ENTRANCE {SEE DE7AIL) TOVY�53.5' �ow-as.o' -� TQ1H�53.5' ; �ow-+s.o' r-- TQW�52,0` BQ,W�50,0' 8i52.tJ 8951.7 s�.�.�.� :3T'tJRMWA'T�R MANAt��M�NT �3EQUENCIIVC�� 1. INSTALL PERIMETER SEDIMENT CON"iROL DEVICES (IE. SILT FENC�� STABItJZED CONSTRUC110N ENTRANCES, DANaY BAGS} AS PER TME INi11A� GRADIN� F'LAN. i� � �� � R • • 1tE5C►RT DESIGN ASSOCIATES ALR1 hl E ENGINEEF�ING IR1C �WA�EQW�S,��ORADO�St832 dX 97 . 970 928-3373 � FAX 926-339p + ' ARCHITECTURE, PLANNING, 1NTER1{�R DESIGN San Francisco Office 625 Mark�t Street, 14th FI oor San Frt�ncisco, CA s�-� a� Tel: 415.392.4433 Fax: 415.392.4454 Louisville Office 357 S. McCaslin Bivd. Suite 200 Louisville, CO 80Q27 Tei: 303.449.4433 Fax: 303.926.5�33 Avon (�ffice 30 W. BenGhmark Suite 22t� Avon, C4 8162Q Tel: 970.949.0899 ��x: ��o.s��.os�3 infa(�ResortDesign.com www. ResartDesign. com M � s • � • • � • .� . � 2. BEGIN 1NITIAL GRADING, FOUNDA7IC?N EXCAVATiON, AND SHORING CONSTRUGTION. 3. CONSTRUCT SED{M�NT SETTUNG BASINS ANL1 SUMP PITS. R�vision5: � 19-17-06 PEG SUBMITTAL •- 12-20-06 DRB SUBMITTAL 4. IF PUMPEd RUNQFF �R4M SETTLING BASIN 1� SEDIMEN7 LADEN INCREASE SE71llNG BASIN SIZE, ANDjOR p�-��-p7 PRICING FIL7ER PUMP D{SCHARGE THRQUGN SiLT FENCE QR 4THER APPURT`ENANCES UNTII. DI�CHARGE IS CLEAN. 02-07-07 �INAL DRB 5. BEGIN BUIWING AND U11UTY CONSTRUCTIQN. Q2-20-p7 60� PRICIt�� 02-26-07 CIVIL SUBMITTAL 6. INSTAtI REMAINING SEDIMENT CONTROL DEVICES (IE. INLET PROTEG110N) AS PER FINAL. GRADING AtAN. 03-20-07 90� CD SET sr.sr.e tJ4-05-07 TOV RESPONSE 7. S7"ABILIZE SfiE. 04-�1-07 BUILDING PERMIT 8, REMOVE SEDIMENT GONTRt}LS. 06-06-07 PERMIT SET ,r �; RESUBMITTAL -� � �� � � �?�° � �.°�sr��:s � E °� �. � � �°- ',%�'"" _� ,�*„$ t�. s2.3 ' w ar.s�. � � � . r �, � 52 - �, . � � �E152.3 � � � .� .� i � TOW-52.Q` '� � � � �� BON�51.4' m� � 8?�2.2 "� s�.�"`� + x' � � $��z.4 �,,�~�" `�33 � � � �,`2� . °� / � + �� � *� ��� �-� � � �-`� + sf52.5 � �„� � U3 �,,°� ,��.5 ��' � / t5i.S � , �i.� i"�" ��" � �� .-���' �" .� 7. t3 50" Min. rn�cr wutn __ _ _ �s��c�ar� s�EC�FlCanoras s --�� c�. I 1. STCMiE SZE - USE 2' CRUSH@ S�ED ROCK. � 2. tElID1H ^ AS REWIRED. 8U7 NOT IESS TNAN 56 � . �r. Earkh Mountobl� Berm (t�#tarai) 3. '1t�M�GwESS - Nor t.FSS 7HaN 5ix (d) iNS�1ES. '! M �1E 4. 1MD1H - TEN (tq) FOOT IA�AIUY� 8UT N6T tESS ?HAN 'tF� FUCL Nlt}iFi AT PqNTS YMERE �GtiESS OR EiXifSS 4CWRS. s. Flt,�a a.on� -�ru, ee Puc�n o+,�rz z� ENiiRE AREA PRIfMt TO PI,ACING pF S7fDt�. 8. '�URFACE WA7ER - ALL SlA2FACE WA'Tf.R Fl.OWINC OR DfVER'IED tOWItRD CONSTRUCTtOM ENiRAMCES SHAU. BE FIPED ACROSS 1HE EN'ifiANCE, If PIPING IS IMPRACIICAL, A AtWN1A8LE 9EkA1 NITH ',k1 SLQPES WfU. BE pERMiTTE6. 7. AiAINTEtiANCE - TF� R17RANCE SFIAI,L 9E AiAiN7AlNED MI A CONDIliON WFi1CN WILL. PREVENT TR/iCKWG OR FLOWkifii OF SEDIMENT ON'f{) PtlBLIG RfqiiS-t7F WKY tHl� MAY REQt1�E PERIOWC NP DRE&SING NYM AGOITIONAL STt7f� AS corro�noras n� �rao ��ar� aNa/o� CLEXNWT OF ANY ►.iEASURBS tJSEQ TO 1RAP SE4�1EtiT ALL StDM,&?lT SP�,LiU. DRUPWED, WA� OR 7itACKEA ONTO P(161JC �GHT-4F-WAY tAUST � F�fAOYID �IAtEl.Y. s. w,�st�r+c -+r�ms sH�u. eE c�.E,w�o ro �a,wv� sed�a�r �at zo n�mr�c� oNtu PUBUC RIGHiS-OF-WAY. WFfFN WASF�NG IS REQU�D. IT SHALL 8E DONE ON AN /1REA srxsw�o v� sr� ,van w�+ t�ar�s irrro ,v� nra�zov�u sEa��r m�P�ac a�cE. 9. FERIOpIC IMSPEGT#ON M� NEEDEA MNM7ENAHCE SNN.L 6E PttQVIDED AFTER EACH RNN. ' �` � � • ' • � : -.- ,.--• ,. ,. .. * ' w o � t '!'�����'!�'."+►'S►7#�*�'�i!'a�i'"�".+►•�i!',�*+�`#Ti�!i►'" • f � 4 � � • � / �"`" •,► �'""r � ",�,� �'� at52.4 � � � � � 3 �� � �� �.�� � i .:�.r�� � £ {, .,o s�sz. /� TEMPQRARY �0lL. NAII. SHORING WAtl �� a�� / DECK • � TEMPOi2ARY MICROPILE SNORING WAl.L � • • ' a � � � � � A a�t�: �vav. o�, �oQs Project No. 23270.00 Drawn by: JEC Checked by: JEC, KAK Sheei: af�z..�+ iEMPORARY CANT#LEVERED SHORING WALL BUI�DI � OVER PERMANENT MICR4PILE RETAINING WAL�.. � . 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RIGID PVC PIPE PER' INVERT AND St.OPE SHOWN 4N PIANS, --- INSfiAlL PERFORXTED 4` PASS SU6CIRAIN PIPE PVC SUBDRAlN MAfiH MINIMUM BENEATH FOOTlNG SLQPE QF' 1.01G (TYPtCAL) {1.0' ��N. c�.��c�} PROPQS�ED 5hlORING (FYPtCAt» RE: SHEET CW3} �xis?��r�� �' �� w�-rr� �_ ���-r� RIM=8i 57'.4' ��vv i� ���" c��}-����.�' 4NV QUi (30" CiviP)= �151.4' ��V !r� (�2" e�nP)= 8�52.8' �������� �%/il���-:e �� , ����y � �� � � �� ��� a +�rr� `�;`�!: ��� rtli4lb�� � �� �,11 if/f� ` �ti i�\ BUI�DING OUTLINE REfAlNING WAtl. DRAIN 8Y SHOF2ING CQNit2AG70R � ,°^„ _ � , ""`�, �,� � ���;< ��...,_�..�� rzoaR stne E�end subdrain free draining qravei wrapped in /Floor Slab ���� �'�Q�) to 4" of gravel under floor slab. jff�/f; !�!,,' F%`//,jf!,%��,°�/'y,!:``I%,��'' �;%%%ff'`f� /` w f ,� """"`""`"'�"�"` 8" FREE DRAINING `" � � �: � a- � , ' : ,��,�,�^-,+;� GRAVEL i * .: .:.• ';,, � " :• . `" - '.o- . Garage Siab ,,... v�5�,,`,"�,�`'`vj�;<i ����,,' `;�„...".%''��y`.�`"� � . . �' . ; � - ; ` '* . . :�''�,f'�.St, � .a ` ,�\:x,.`� '� � �� ._ , t�� �,. c. � . � -�, `c= c. c, • f' � h ��8: rJtl`CJCtUfQ�� �'�'�, � t�� �; �; E� . `� ,� `°� c �' � u > � �, � �� � _. �,c n a 6 minimum of free a's � � �� � ��'`,� �i 1=,�'\ i � ` �� }�� � �t�c�1� �' ,��. ,.i�c.*�' � ;,s�c�`�*�? �cs� �x � draining gravel � ��Ll : � b`�,`��� MIftADRAiN 9000 OR EQUIV. ,; ,/ < `'\� ` � , `/:l ` ' ,,� - e'; 1t � `,`1. t! �� ,�;� r ELEVAT4R PIT ,q �f; WA7ERPRQOFlNG PER ARGHITECTUi2AL ` ' ,/F �� � e \ ,sl� �-. c t �t. `� � `+- �'"�� � PLANS. ��� �` � '. \ -' /.� � �, < �, _ � � ; � O r�.< � ,r� s e 1.. yr' 4�.''-'tl � ti �� "1 �. � l �` ` �.'�'.-� i `�, ��. -%-�� � `° .� �%�\,�f�.-''£,�� 1�'� \�'�.,�''' l.f""�r''��� \�' �. 4 a:. � .r""/S,r' M y . � 4 . ��.-� \ `� > .f V /�� .;r'',:�ti i A �•, � �,� � \ 1 ,� N '� C a r /,j �� ; f ,�'� / � s-- � '+� � . �..�.. -� �.y:. � FREE [lRA1NtNCr GRA�IEI =`i �%`��,��° � �c'° � � �; / � s o TOP 4F FOOTiN� d= WRAPPfiQ IN MIRAFI 144N ����' \,% �:�; O r' \�,,f;'w: '''' (s� �t.�N) No Trench in � r�\�� � �,y � f , ,,-,,- ,.�Y � � : `.,,r '�, 4 � \ 1:1 Max Siope , �. ��, .-� ;.-,��,\ , �.'�,�-'' ,-! �,'' % MIRAFI 14t?N From Foating '`��`, `.%/,,.%�'��'' �' � Free Draining Gravel > t����; 1'-6" 4° Pe�f. SCHED 40 �� � � < , • � ' � . � � "��� , a . • � F ' •d � d ° � . . 4 ° 4 "� I�iTE�9R DRA1N NO7FS: PVC t� 1 % Min. , . • a. � �y . .. .. '' ' • ' 4 4" PERF. RIGID PVC PIPE PER t. DRAlN GRAVEI_ BACK�ILL TO BE AT LEAST 12" DEEF AND EXTENDED TO THE 6" OF �° �° a•' � � INVERT AND SLOPE SHOWN QN GRAVEI UNQEft THE SLAH TO HEiP FACIL(tATE DRAINA6E. NQT FOR STRUCTURAL INFOftMAT10N. P���' 2. INTEftIOR SUBDRAIN INVERT TO 8E R MINlMUM OF 1.5' SE�OW BOTTOM OF Fl.00R IhITER10R DRAIN ELEYATC)R PCi' DRAIN NO11FY AEt IF ELEYATiONS 4F ELEVATOR PITS ARE DIFFERENT SUt6 AND SIOPE A7 19>' MIN. TO DRAIN. QM NMAT ARE SHOWN ON SUBDRAIN PLANS. OBTAIN WRITTE 3. SEE GENERAL NOTE FQR DEFlNtiION OF "FREE DRAINING GRAVE�." NTS SCALE: 1" = 3'-Q" APPRQVA� FROM AEI PRIOR 70 CONSTRUCTiQN FOR VER(FlCATION OF EIEVAT4R PIT ELEYATIONS. __ _ = . - . . �,�� ��� ���,�� T� �; � ! •�' •�i` � � � � • • � ' :�-� . � . • . �. . .� : • •� • � + - • �� � • - •�- N � ` ■� � 1 • i ��i. �: ! � ►� / ��: � 1 f�• •: �� � 1'i ! ( i •� i ��;, (f� � � '��'i � 2. THIS PLAN I� FOR SUBDRAIN GONS'TRUCTION ONLY, REF`ER TO STRUCTURA� PLANS FOR All F4UNDAilON INFORMATtON. 3. SUBDRAIN INFORMATION QN THIS PI.AN YVAS DES(�NED FROM THE LATESi F4UNDATION PLAN RECEIVED F`�2C}M TNE S'iRUGTURA� ENGINEER flN t13-20-2007. REVISION5 TO STRUCTURAL PLANS AF1ER THAT DA1E NEED TO BE AqDED TO THIS PLAN. 4, SUBDRAINS NEED TQ BE INSTALLED BEHIND ALL RETAINING%SNORING WALLS WHETNER THEY ARE 5HOWN ON THIS PLAN SET OR N�T, 5. H,P. GEOTECH IS TO REVIEW AND APPROVE THIS SUBDRAIN PLAN PRI{7R TO CONSiRUCT10N. 6. fF UT1UlY ST11BS TO BUI�DING ARE �EL.OW DRAINS THEY SMALL BE COVERED WITN CLAY. 7. COORDINATE CONSTRUCTi4N OF SUBDRAINS WITH PLUMBING PLANS, Cf}NTACT AE{ IF CONFLICTS EXIS7. 8. IN AREAS WNERE SUBDRAIN INVERTS ARE �OWER TNAN ADJACENT BUTfOM t}F �OOTING, 7NE PIPE AND SCREENED ROCK AR� �LP�NE TO EXTEND AWAY AT A 1:1 SI.OPE T(} STAY OU7 0� FOOIER COMPRESSION ZONE, ___ 9. 6" M I N. S C R£ E N E D R O C K U N D E R A L L S L ABS i S R ECO M�t E NDED BY SOILS EtJGINEER = �o. RfPE NOTES. ENG{NEERING 1NC EUWARDS BUSIN P.O. EOX 97 A. EXIERI4R SUBDRAIN PIPING T4 8E 4" SDR 35 PERFORAIED RIGID PVC. . s�a�i8 �s • FAX 92& 3390 � B. INiERIOR SUBDRAIN PIPING TO BE 4" SDR 35 PERFORA7ED RI61D PVC. c. Atl GRAVEL, TO BE WRAPPED fN MIRAFI 140N ARGHITECTURE, D. WATERPR40F1NG AND PR4TECTION 80ARD BY ARCHI7ECT. E. AL.I_ SUBDRAIN PIPIN6 SLOPES ARE AT A MIMMUM OF 1.�"6, UNLESS pTNERWISE NOTEDR PLAh�NING, 11. AEI REG4MMENDS TNE USE OF MIRIDRAIN 9000 FOR WAI.L DRAIN SY57EM. INTERIQR DESIGN i2, EXTEND GRAVEL FFtOM WALL DRAIN TO PIPE SUBDRAIN SCtn FC'anCISCO Office 13. EX'tEND SUBDRAIN SCREENED ROCK Ta CONNEC'f TC7 THE 6" OF SCREENED ROCK UNDER FLOOR �LAB. SEE INTERIOR DRAiN 625 Mc�rket Streefi, i 4th DETAI�, F{aor SC1C1 Ff(]t1CISC0, Cf� 14. "FREE DRAINING GRAVEL" ON TMI� SHEET AND d"MERS IS C3EFINED AS FOlL.OV�; MINUS 2 INCH AGGREGATE WITH AT LEAST 941 t�5 54� RETAINED ON THE N0. 4 S(EV� AND LESS 'THAN 2! PASSfNG TFfE N0. 200 SIEVE AS PER GE4'TEGMNIGAL REPORT. Tel: 415.392.4433 Fax: 415.392,4454 15. INT�RIOR SUBDRAIN INVERT TO BE A MINIMUM OF 1.5' BEI.OW BUTT4M OF FINISH FLQOR SLAB E�EVATitJN PER �2ECOMMENDT1t7N L4U ISVIII2 Ci��iCE' IN GEQTECHNiGAL REP4RT. 357 S. McCaslin Blvd. 16. EXTERIOR SUBDRAIN INVERT TO BE A MINIMUM �� 1.5' BELOW FINISH F`L.00R SLAB E�EVAl10N PER RECOMMENDATION IN Suite 200 GE07EGHNiCAI. REPORT. �ouisvilie, CO 80027 Tel: 303.449.4433 17. MIRADRAIN 6000 OR 90Q0 ARE N4T CONS@ERED 7Q BE PROTECTION BOARI7. PROTECiI{?N BC7ARD �S REQUIRED. REFER TO Fc�x: 3f?3,926.5233 ARCHITECTURAL PL.ANS AND SPEC{FICATIt}NS FOR DEiAll.S. �1VOCt Office 18, 1NTERIOR LATERAL DRAINS TO BE SPACED AT 25-35' PER RE C O� i ME N D A T i O N I N � E O T E C H N I C A L R E P 4 R T. 30 W. Benchmark Suite 220 18. A GROl1NDWA'fER FLOW iEST HAS NOT BEEN PERFORMED ON THE SITE. THEREF4RE G$OUNDWATER ,,� OW RATES ��� NOT A v o n, C d 8 9 6 2 0 T 1• 970 949 a899 ��pp� VARtES, sE� �u�_!�_____ ..���`` `:, � � �.`` ����:4 ������������ �` � CLAYEY BACKFIL� SEE SQ1LS� ��""',i�'�'j��,,%,,�� l`,�,�''rr�!�,,�A W REP'ORT FOR BACKF(Ll. �o,,r�f;,'`',F�� ��� o � RECOM�IENDATIpNS � �,�„� ,,� � > � � ��� Z ��� �'- z�c�n. � � `� � MiRApRAW 9Q00 OR EQUIVA�ENT. � 4° �� WATERPROOFING OR DAMPPROOFWG AND w PRQTECTION BOARD PER ARCHITECTURAL PLANS w ��S o � w�? FREE DRAINING GRAVEL, � � � � MIRA�'I 140N QR EQUIV. � �, �� 4" PERF. RIGID PV� PIPE � i� o PER INVERT AND SLC?PE � iv i� SHOWN ON PLANS. a � � z�W � � �� a- ELEVATION 0� TdP (?F FOQTER t° � a SEE STRUCl'URAI. PLANS 7; u� ELEVATION OF PIPE INVERT 1 �� _ ._ . .- . PRQVIDE ISOLATI(5N JOINT {RE: STRUGTURAL.) 5" SLAB ON GRAQE (RE: SIRUCTURA�) E�ECTRIGAL AND TELEMETRY �""'�'°" '" CONDUITS (RE: MECHANICAL� ' � �°." . 'e• � ` o • • r- 6" �r :� 3.5 4" YENT (RE: MECHANICAI.} 8140.16' (4" SUBDRAIN INVERT) e ��r ` • . a . � �• �.. . . ,, . • �� � , . . AUMPS AND SLIQE � RAIL �YSTEM 4� (RE: MECHANICAL) A• . . 1"1 6" EJEC7IQN LINE (RE: MECHANICAL) '� PROVIDE TflNGUE AND GRQOVE JOINTS .. WITH RUBBER JOIN7 �ASKET. GRQUT ,�• . JOINTS INSIDE ANQ OUSIDE, GROUT LIFT HOLES ON INTERIOR. 3.5' � ��° ALIGN SLfDE RAILS WITM Acc�ss �aoR FaR . PUMP REMQVAL .,, : {RE: MECHANICAL) a g" � SUBGRADE STABILiZATfON MAY BE REQUIRED T4 6" PREVENT SETTLEMENT OF VAULT N4TE: MECHANICAL COMPONENTS SH4WN ON THIS PL�N �`4R SCHEMATIC PURPOSES ONLY. REFER TO MECMAMCA� P�ANS FOR PUMP SYS7EM DESIGN AND ASSO�IA7ED PLUMBING. 4 a. a� a a �CONCRETE FOUNDATION WA�L BELdW GRADE WALL PROViDE POSITIVE SLIP JOINT BETWEEN s�ae ANa wa�� ��� soi�.s �r�c�r����s �RECOMMENdATI0N5. FLQOR S�AB (RE: STUCTURAL) 6" FREE DRAINING GRAVE� (RE S7RUCTURAL) �, � �� �``' � ,��} t�� �,a,t ,�x ;� �`�'�'t x � 1 ,4-�. °� » f < !#�...?p �i`i .d� `4 7 � -� .: �.,� .��,�u�.'�',�:"i:,:� „``y.�.fx„� X`'� .�' �'�'��`°.�.. .��..:'�'c }�.t�,-.�,$k�l � �'� t i*f" �: :`-.ra . . °� � 7" 't ; .�� a„" �° SEE STRUCTURAL PLANS F�R e. Fax: 97�1. J49.0933 info�Resar�Design.cam www.ResartDesign.com .• .• � •• � � s • � � ELEVATiQN OF BOTTOM OF FOOTER `� EXTEND GRAVEL FROM ReVisions: TNE PIPE TO WAIl. 11-17-06 PEC SUBMlTTA� 1:1 MAX SLQPE 12-20-06 DRB SUBMITTAL � dA�d �4� A oa��v� 4�,> -4 r�- b1-16-07 PRICING - 02-07-07 FINA� DRB of footing -- INV PIPE� + 1' minimum. 02-20-07 6Q� PRICING 02-26-07 CIVIL SUBMITTAL 43-2Q-07 90% GD 5ET BILCC3 TYPE JD-1H2O, 4'x2'-6" 7RAFFIC RATED �`�"05-07 TOV RESPONSE DOUBLE LEAF ACCESS DOQR, CAST INTO AND 04-11-t�7 BUILDIN6 PERMIl" ANCHOF2ED INTQ 6" GON�RETE BOF�DER PER ��-��-�7 PERMIT SET MANU�ACTtJRER'S RECOMMENDATIONS. ALIGN RESUBMITTA� I OR REM�JVA� OF PUMPS WfTH SuDERA LS F � (RE: MECMANICAL) PROVIDE 6" �4 DOWELS INTQ VAULT t9� 1.0' O.C. 8143.98' (GARAGE S�AB ELEVATIC7N) �, ' . : a" C1 ._ ,� +.. �>_..��r � a �__.__.._ .o �,_4„ TYP. % � � ■. ■ � �'"�''�������,�M "t���*�� ��:����,�w,��' ���ir� "� �""-�I�'��'�.r':� �"•��l..� �"!� • i • � � � - , � 8142.26' (TOP OF VAULT) ALUMINUM MANHOLE STEPS Wj BITUMINCiUS OR PLASTIC GOA7ED MA iNDUSTRIES C?R EQUA� $�,�o.s' {�." SUBDRAIN INVERT} 8138.89� (4'• SUBDRAIN INVERT) PROVIDE MIGH S7RENG1'FI, NON-SMRINK GRt�U7 AROUND P1PE AT " ALL KN{7CKC�U7 �OCATlONS TO PROVIDE wA��z��ooF�r�� sE�� �r�ic��.) _ s'{w)�s'(�.} �MCa� ���casT TYVp PIECE Ui1LIiY VAUL.T 8134.76' (80TTOM INSIDE QF VAU�T} 8134.26` (BOTTOM OF VAUL.T) �t--_ � a, a •• -� • r.�ll� _ r , r � w � � apt�: �vav. os, 2oos Pro ject No: 23270.tJt? Drawr� by; JEC Checked by; JEC, KAK ��1�@t: �iPli�l,� . MSTALL 25' CURB AND - • CONSTRUCT 5' MADE ATTApiED CONCREIE WTTER AT PROPOSED EDGE INSTALL 3' M11DE WAIX. T(3 TERMINATE ACROSS FROM FRt?NT OF ASPHALT FOR VAIL FRONT CHANNEL OF ANGULAR PROPOSED CQNCREtE DOOFt PRO�CT. APPROXIMATELY 701F IN �PRq�CT AND IAATt;H RIP-RAP 1 1M1'TH�STONE VENEER LENGTH BEYbND UMI7S SH04MN. i°�:�;��,.�,:�-�,�„�71.7� �,� � �i �n�.iu.l� - ��+.� � ;x� ;�s �' �' , a (RE: SIRUGTl1RAL� . .�, --_� � '� �� � � � , �� r � � � - ._,. _,_, ,-»� .�� � ' - .._ ��,,�.. --____ . _ , __-- _. _ �, � ��. ' ��\`��.�� 817�.d f�. . TOW 67.4' . �.�- _.._�_ � = �. � � �� _. . � � � �� r . . 4 WIDE NEA7ED CQNCRETE STIliRS _ _ �� ,_ �-_.__ 801M=65.0' N A T} i H A N D R A I L { i 9) 1 1` D E E P x H I G H � , � �„� � � �, � � � � � , � RISERS (Rf: LANDSCAPE} �� .__� _ 71.8' ��,.. � .___~ '� . ' ___-� T4Ws65.0' � - � . .. �' „ . „-.... -•--.., ,� �� u ,� w ��, � �� �: �.��;-�.,,. . ~---�'.r.,.,,, � �: ---_ - BOW-•61.Q' T W=6 . ' � .� _ . �, -- � ;m _ , Ew, � - •' . �I , u�� , � I � , pl .n...�,rr����� °��� : • : � • : ,.� t a• • a- q e ... � . ,. : � � � `m"'_ , ��� � . . � . . � ,e ,� r�,�,,�, " • � • -.: • . - ' • °"'. .�„ , , �• � _ ' . • , . , «s� --� �"" lu - " - • . � - • . = '' .. .�.�.�...,.. ��i � , � � . � h� V "t • � , � . e � � � . . _ � � � . t � �.J�./�,,, . . . . ,� � � � I /t_ ,Ro INSTALL 2' � r`� Ai'PROXIAIA'tE IOCA?ION OF 5' STORM C L A S S s R a A D B A S E i �.. r �IH WITH 2" t�tATE NOT LOCAlEU 8Y SNOULDER SURVEY DUE TO SNOW COVER, APPROX. RIM=8157.4' APPROX. INV (36"}-8151.5' ,�» W� ��N� �� APPROX. INY (DpST1NG 12")�$1529' O 1.0% MINIAiUA{. AND GONNECT �NY. (PROPOSED 12�s8152.$' TO INLEf Q. CONTRACTOR TO VERIFY AND PR0IADE LOCATiON, R1M AND INYERT ELEVATIONS TO ENGINE£R. 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D. �& 0 0 � � E j � � ! � � PVI STA �� 0+30 ( ` K • 1 88 ( I� j i FFE 8156 6 1 i i.r ; �, 3 � EXISTING ( ts.0000 vc i � BOTTOI 3 i � � � � � GRADE � i , > � � ,�- � ___. ____. _._._,_ �_ __�_______�___._.� _�--- -----_�_---._ _.�._ _,�_ _�,._____ � _�, � ____� _ °: �... ;. r � � h = - � GIRDEF m i aa _._�� ��a �_ �j ' � � �_�____� r: � � FASCIA � � � ,r' '"".- � � i 'a � � � �„� �. _._. .__ `. .� ._. � �.. r ._. _,... � -�- ^° �' ```� --- _._ ..� �. .� � � .�' i � � � � �� PROPOSE FINISH G ADE O° 0° ��� �� i"'�-.,.. � _.��.,_____�. _ -8154-_.__----_��_�...-------_ __�.__ �__--_._____ --- ____ ___ _ ____.______._..__.._ __Y___�_._ �_ __R_____`_____ ____ __ _� � $.50 .,i 9.06' � CLEARAI C�.EARAN T CENIER INE � _-- --�_____ �__ ______.y___ __� _ _. _ __ __ ____. __ ____ _ ._ ___._ � � DATUY � i B14t1.00 1'^ Q h,� W� h� O� ,� O� � �Cl � O� GO �D f0 CV � N� [V � N N N� M) M CV hl 1A �n ,n �n �n � u� � u� � � ,�, u� � u� � u� � �n ,n oom w� oo� m� aa� oo� o�ap m� co,� ao� ao � � O+Od 0+20 .� EXISTING �' MH W1TN 2' GRATE RIM=83 57.�' arvv EN (��°' ct�P)=���1.�' ���a ou�r (��" c��}= 8���.�' (N7V IN (12" CMP}= 8152.8' INLE't' E, 2"x3' INtET w/ om�. �-� �fRAME AND q2ATE ftiM�8155.75' INY. (12"}�815;F.0' � ������ ���%�`� . o �815 f 0 8f53.3 � r ra a- • -, � M � � '� 'M BUILDING OUTLINE � � ������ PL,A��E� � 0+4d 0+60 4+Stl PERMANENT MICRO�PlLE RETAINING WALL SYS7EM YVITH STONE VENEER, STONE GAP, AND 42' MANDRAIL ON TOP TOP 4F WAU -815�.0` (70 8E DESIGNED BY SHORING C(}NTRAC70R) $1Ba FlRST F1d6R EXISiiNG FFE=8156,5 ::: GROUNp s --w. � _ ""`` °'' -�.. PROPQSED WILLOWS AT VAIL a - BUILDING ` - 8150 - �; � TQP OF GARAGE SLA6=8145.5' DA271Y ELS'tT 6140.00 OSEd HEATED 2 DRIVE D�TAIL} n : i PRQ�OSED � F1NI$H GRADE 1+QQ A OF W % � =8154.83 (' JCE ToP aF s�a�= 8145, 5 �X����i�a 44 Wll_L.OW PLACE BUILDING ARPROX. GARAGE � F�=a� s2.a' , ,; .� - :� �� a+ao 0+10 a+2o o+so w: __ �..�,���. _.�w� � ,�< ° �� � � 3x�.� �, �' r , nR�v�w�r t�toss sE�noN ._.__ � �3 . (s� s�cnaw �-� r� �is sN� aaa°� ' �w�o " , � <' �. �� � �C„�TI QN A� - ; GARAGE ENTRY ��! �� �� PERMANEN7 FAICRQ-PlLE F�,TAIPIIN6 WALI H01�120NTA1.. S�t+rAt.E: 1"�1�1' � �� �R�: i��i�t��.) � � , �� . � � �� �« ,ro.� i �� 153.7 WITH STOME VENEER AND �4' HIGH C * ����` � �f °� � � ��:.� o ?; �°= RAlL1NG ON 70P. Ti? BE DESiGN-8Ull1? ��G��I� +e.1��iM'N.rG. � =+7 �- � ° � � ��� i �� � ,- k � � ;„ BY SHORING CONii2ACTOR. � �� �° (REFER 70 C003 FOft SNORiM�, AND � � RWF AOWtJ � T i�' ;� o�,r �, IANDSCAPE FLANS FOR RAIUN4� �� � � � �� � � ��' INY+�+B ,, 3' :.,�� a �,. . � ��. t� n'��t+r,� PIPE TQ '(RENCN A!N � � K!: AND STONE VENEER FlNISH SPEGS.) . � �Y- �--� t.>�.,rt. ,.. <=�.�. . , �,-� . � � M... ,. .,_ . � � ;. ��..- f �� - .� � , N * � �52. t� � �{� ����: GEN�RAL �TES: � . .�,. ��,.0 � . ��� �, �' a� � , � � �. oasmHC aot►� �� � �� �� � ,� � Rerr�NiNC wa.t. 9. SWORING WAI..t. DESl�N SHALL BE PROVIDED BY TNE SHORING CONTRACTQR. �., � \�k � � ' � } T� � r� � �:', �� 5s 5� ����5�t�ti � 2. SEE EAGLE VA�1.EY SURVEYING, INC, TOPOGRAPHIC MAP FOR EXISTING RdOF DOWNSP T�? �� �. '���;� ars�.� CONDI11QN5. THE SITE WAS UNDER 3' OF SNQW AT `iNE TIME 4F THE SURVEY. �t�v�si4+ ��..�-''�� �" ` �� ��d t��`.; st5r.e SOME FEA7URES MAY NOT HAVE BE��! Lt}CAT�D BY 7HE SURVEY, AND WiLL � �� � rn�t� �- � � �� � � �;: ��� � � � �` ; ,�� ��: � NE�D TO BE VERIFiED BEFORE CONSTRUCTION. f � �. � 8t53.5 $75t.8 � � : '` ` = �. � � �� � '' � � rsa. � . � �, � � �� �� 3. GON'iRACTOR SHALL DEM(3UaH. REMOVE AND DISPOSE OF THE EX(STING uM�rs oF n�sTUURe�wc� N�� �v�tz�o� %� `� � �� T0� "� (`�C�„} � �� CUNCRETE FOUNDA114N ON 'MIS SM1E, {SEE SEGTION OjJ°�{EET�) � `y `� ' . �, = 53.5' `� � � ` � 8i520 � '�;�? ` $ �, -- ° -; ^ � ' ' �v,' � , ' � �.`^.. �C� ry' �" 4. TNE GE4TECHNICAL REP4RT ADDR�SSES SPECIFlC CONCERNS ASSOCIA'TED YM1TH ...., r, ; -._ L_ � " ' 1; ,� ��`�--�,�� : !� � �, .� s�sz.p sr,�j.7 � �,s, � ` � THE BU11�)ING EXCAVATION, DEWATERING, AND BACKFILL. IT IS THE � � i' r ; :�, .�. ." �x. y�`'� r. � ,� � � , oow�tsPaur � ' � � � , � � � -7;=r � ; �-� % `r Ct�NTRACTOR"S RESPONSIBIL.iTY 70 A�?HERE T4 iHE RECOMMENDATiONS IN THIS s� xa� � 'x cuRa r�� curr�z !; ,, ��. , ,`�, �,' , ,. -�,,f �, REPORT {NEPWORTH PAWU4K GEO7ECHNiCAi� JOB No. 106 09Q5, DA'tED � � + ,: � � (RE: MECHI�NIC14l.) ��y�1H 1' FAN iYPICI�I. � � ' : ', �</� Nr'� � • � TfJ ��%�td� q < 3 � ' ; �,� ,, � ,, `, �� - ,� � N4VEMBER 20, 2006). I i`, ,� i � f� 3.5' 8153.3 " �; ' -, � �f \ ``. \ F.,'`\ /r,�, 815Y. ! jr �y ' » � ".. r�M�auT � ,'' ' '��r'� - f ; �'��w a�s.� � - �L `�� �' � ��`�° � ,`�,����' 5. RUOF I70WNSPQUTS AND DRA1N5 SHOULC) DISCHARGE WEI_t,. BEYOND THE LIMITS PROPOSED 44 HlGH ,, ,, f s�7E wxu, M�� srcxrE SEE NOIE �5 ,, '�,;' ,, r F�,� ,, �, �' ��. `�"� i: °` �F` Al.t. BACKFI�I-, AS NOTED IN THE GEOfiECHNICAL REPORT. REFER TO t+a�mR nwo t�vuNnt� ,.� � ��E���G�-) <� ,� ��,<" �: f� �' �,F;, ' ` t���t MECHANICAL RLANS FOR AL.L RpQF DRAINS AND QOWNSPOUTS THAT FALL • Ap �� ,,. �M e�°� !;>,' ., ,, ;' \ �r ,�, ;. . -'�, `' `�' ,,,,.� . y � � � �..w .,� HOLES (RE. IANDS� E} ,..��,;;,..:. ��, . / , � . � �.f / � � 's�,- � .�=8iS35� � ,�` w��m�r� �tE �v��nir�c �oo�Ritir > �5536' `. f ,� ' f`` � 54. 1 �..:Y-.•.._.-..,_..-. % \ , �� , 55:A8'� + ...�.. ._ .._...e... ... 7� � i � 54.7' j ..�M � ..---' s�.z sr �. � $» �, ?._„� � iNY. O BLDC� 51.3 � -�.,/� 2' GURB AND Pl�tFiTING BED (RE: MECH�ICIU iN�r s. z�X�' ir��r cur� (�cu.) (�: r.,wosc,� �/ �ow� NN �nc �� ��� r�� covv� i c.� AME AND GRX� � 1HAN 4(SEE lUl RIM�8135.20' C� INY IN (4"j� . / � 4 � -v • / i \ / 1 . � \ �..: � � _ � � \ � '. . y � f '.... . yn f Y 1 ... ) ' r" = "' . , ; . l� . . � � � �.� � � � �. , .. 1 � / � / I i",' o F . , r , v 1 � � .� �, � .� ti ;, i � : �� � � v %. \ i ' \ `,� 3";s� '' i 6« p1LL QAt'iCiUl`S M � .a,� . . R SNAt1.. BE A INIMt�M OF 2 WIDE. THE ONTRACTOR SHALL x ��. C � , n: F .,, , � f ,. „-�''r ,., ,� , ,, ' ars2.s , ers2.r . d�sz.o 5 ... .._... � t? . \ 5 I � . \ f ✓� �i /'�� , f�. . . -� �,, 4 j° INS1'ALL A PATCH TO MATCH THE E I 71 G A A 7 S A A ,rv .. , !�- J, - , � �� , ,,<-``, �,� ; ,,,., , �. s��z , a . X S N SPH L ECi10N ND SH LL ,,; � , `� s; ss.s' � �` , � i' ; � ' ;'�,�,� , ,,; �, � �`, `� . ,p ' . � INFRARED SEAM ALL J41NTS PER T4WN bF VA1L REQUMREMENTS. / � , k �F , r � � �/ � ,t :L _.5c.. i � �. , � . � y i � , � �' 0 r � m°� / A � �. � f ����+ 4 v . �y�. ; -� , \ �y�}/ / •2 . • ! f � ) . � h '"�-Y _, F > . II ... � Y �.. �. � /' � . � $ � 1 ;1-'`'�� �� .2 7. DRIVEWAY AREA FOR SNOW RAG �, 5s.51"� �`�,; � � �,, ,,f ; � � ,_ _ �,�, s 2 �TO E CALCULATIQN� - 2.774 SP ��3:, \ ; % � � ..e � "x i A , __.., %' . < - � ��� _ � , f, ; !; ., , �,,, ,, �,' , ,,' � ... v,. REQUIRED 5NOW STORAGE - 28Q SF 10% F4R HEATED DRIVE .,�. � , , { ) ' 52.52 � ' , ,', ,:: < � ; f x �, . ,, �. ;` �; ., �, ...-�j- ,�: �...,. .. �r : � � � �, , , f;, ,....-- � �� att�a �wn curn�xt ro PROPOSED SNOYV S RAG - 2 7 SF � � ,,, 1. � � `� �, ���' � , �� .- � 2. � �ne iNro �u.ow Ro�o ..,-' TO E - 8 ��,� ��;�nr " �a . �� �;��� l,, F��.--...'"� s�rtEe't'sc�. ./ 8, Ct�N7RA�70R TO Pi2EPARE AND SUBMIT GONSTRUCTlON Si'AGING ANp TRAFFIC �o �� ';"� ,� �„�lJ�� 5�•5' � � ,`'� ,f� .--' , -- ; a��7..�'+ '° CQNTROL PLAN TO TME TOWN OF VAl� PRIOR 70 CflNSTRUCT10t�. �� h p�Ri H+� ...--� s3'�2 s.r �� ���� � a �.....,,w Ty�� • p� ���{�1�Ci�`� � 53.45' � ..�°"" "'' .--'-"'.. � p TAPER WRB AND � '�. EAGLE VALLEY SURVEYINGf IM�. TO PR'OVIDE SITE BENCHMARf£ FOR gt55 �..� -"� 9EGIN GARAGE ENTRY SH11PE FLQ1NUNE 'tC� CONSTRUCTiC?N. �'°" �.,-,,.. .'� •�" � AUGNMENT (SEE PRQFllE THfS SHEEi) MKTCH PAN / ��� 10. BEW � EXP4SE0 H07TOM 4F` WAl.L � �. � �` ^'/"'r✓�� / �` �� ' .i3� °" j ,�"� � � +Sis2.5 �6 �� �4' ; '� ! �n, 11. TBW = FINISH GRA�E AT 74P BACK OF WAtl _� �" _:� ��` �..-� � � �� DasnNC �2" CAIP PIPE ,% 12, EXTERIOR BACKFIU. SHOUL.D BE ADJUSTED T4 NEAR OPTIMUM MOISTURE RND �� + � g� RcP� (� "� ar�r.5 C4MPAC7ED 70 AT LEAST 95% OF THE MAXIMUM STANDARD PROC70R DENSITY .� To srn�tsc� Puw f IN PAYEMENT ANp SLAB AREAS. AND TQ A1' LEAST 90� OF THE MAXIMUM �� �� i �� sr�r.s ✓ STANDARD PR4CTOR DEN5ITY IN LANDSCAPE AREAS PER GE{37ECHN[CA� • ' 87.53.0 � 4' UNNEATED CONCRET£ '"� 2 cuaa �wn �� �� atoss�aN (�ic�u. ; � REPORT. GUTTER {TYPICAL) � � ..-�°'-'` . �. � � � �4 �. r ��� � �„ ..�ers�.e "`� ��r�, �� . 13. At1 STORM SEYVER INI.ETS SHALL HAVE AN 18" SUMP. '` � i`f °�� 4,� LIMI15 OF DfSNRBANCE ��� a tN ,,�,,•/'�`�- er�.�.� 14. CQNTRACTOR fi0 1NSTALL DANDY BA� IN�.ET RRO'iECT10N ON ALL EXISTiNG AND + � � ,� � � �� {trnicn�) ���`�-,'-' 2�d' �:�'!;� ��-��sz.2 PROP4SEa ONSIIE AND OFFSf`fE INLE7S pURIN� CONSTRUCTtON (SEE DETAtLj. � 8fS . � � INLEi' G. EXISTING 2'x3' INLE7 �� �g�.��"�� � � ��� �,.� „' a��. � &�52.8 ro e� R�ukc,�n �u�rr�c +�u.aw Ro `�-,� o t'��'� � � � � .� w �� --'' h ! � C, 2'x3' INLET S� � S7REETSCAPE (RE:�STREETSCAPE PiANS7 . ('jd�P ��`°�� ���' +"'"` ; ,` ; �� � �s �/"� INY. IN (8"�151.84` � RIM=8152.6' / ��G 1�Z..�°'"��� ���� �" . �;� �, ` INV. IN (18`}�81f1.21' sr54.& �"''� 153.s Wj DAi. i-3386 4 �� � PROPOSED 18" INY. OUT (Mfj = 8149. S �� _.-- , �� ��� � � �' ,�� �� � INY. QU� {1$"�8151.Qt' + �I �/� ��i A� A�IE AND GRATE � � � INY. IN �RC1�rt P�N (N) 8150,3' �� � �°`� a�'�,�a � �� �,,, �� .,��y�,^��� ` � � �� � / RIi��8153.40' .� kF�-- ��`��k ./' °`` � 1N . IN (�"}.8151.23" �f� PROPOSEA 18"/INY. IN (S} =8i49.7' 1� � . � � �� Sfi52.7 � � � r ���. INY. IN (18'�815Q.23' �'x, � .����='�� � �"`��,Q ' a � � / DECK • � � INY. OUT (18'�8150.Q3' �� `'' ���� "�� �'��� " R g� i �a 4' UNHEAIED CONCRE7E ^�., � � ��>° _,�p �g P�.1� St52.4 ,� °� � � �� '"� � 4� UNHEATED CANCREiE Rt�f= S152J' `` `� �„ � $153.l3„{, ��. � �"�O�+Ci�"' i �, a� �* C cROSS�,w (�c,v.} ��w (r�cu) - � _ � � � � � �� � ��` g7sz..� 1 � � � V � er5s.r �� ef5.�4 ats.�o l �� �� 5� � + BUI�QING '� C� 2C107 RDA � ��� � � ��-�� . QVERHANG _ _ _� _ _ _ _ _ _ _ _ _ _ _ _ � �. � ��� : i � ( � i r RESORT I)ESIGN � AS50CiATES ENGINEERING INC �nw mwn�s,�aa�o � sia°.32eox s� « ��a �zs-�a = �n7c szs-s�o • ARCHITECTURE, ' P�ANNING, INTERIOR DESIGN San Francisco �f�ICE; 625 Market Street, 14th Floor San Francisco, CA 941 Q5 Tel: A-i 5.392,4433 Fax: 415.392.4454 L.ouisville Ufifice 357 S. McCcrsfin Bivd. SUI'�e �d�i Louisv��le, CQ $0027 T�I; 303,449.4433 Fa x: 343.926, 5233 Avan Office 3d W. Benchmark Suite 220 1�VOt't, cci �� s2Q Tel: 970.949.0899 Fax: 97Q.949.0933 infoC�AResortpesign.com www.ResortDesign.com � �� O %,� � � � � q �� � �'� � � �E?VISIQtIS: 11-17-06 PEC SUBMIIi'AL 12-20-06 DRB SUBMITTAL 01-96-07 PRIGNG 02-07-07 FINAL DRB 02-20-07 80% PRICING 02-2B-p7 CIVi� SUBMITTAL 43-20-Q7 90% CD SET U4-Q5-07 TOV RESPONSE 44-11-07 BUiLDING PERMIT 06-Q6-07 PERMIT SET RESUBMITTAL Drawing Titie: ������� � ������V� � ��� Date: NOV. 06, 2006 Project No: 23270.0{7 Drawn by: JEG Checked by: JEC, KAK �ii @��: . ,, ,, ., «� �ry . , s;. PRqPOSED 25' WR8 ,�wa cur� (er oTMats� �� � �� $� �� }�-; * �� ?�� � � ZS f c3 $ �''�"� � � � <�Ntt���� �� F-. �W��� � %���?}^ � ?ivz �?? a� � � � - o !? � iA N � �W �� ? < N a� y �� °'� ;,�r��• 'q2r.co ,� � ar? CV I dNa�COv �2 � y�� za °°�m�zz� _� �y � 2��Z22 �� . a .n � � 'TM 0 F NN� 2 "°C � py N X � � g ,.��.,t`s° N �� m Qi v F..1 � "...'F. �w�qZZ� � '��»> z��zzx � � KC � "�' 1'h a �M� � � � � � M �� � ��,,, �.-. z z�W F �y !cn �N � xj� 2�vz O� s7'� � � F�� : �: �°,t °- y c� 3 �z �� �g�w�ofo�w m m` �j N L� � d � 20 Z Z ���ap�j20 OV! tf! WQ Wi W ?k-t���?� �v o+oo o+ao 0+40 o+so o+aa �+ao i+zo � : ►� �) � ` : � • '� r � " # �- . PROP'OSED 28' t�ti� AND GUTTEF2 (8Y QINFRS) __.----�-�°---- 'tRAN51TtON PAN ll? cuRa nrr� curt�t. FORM PAN FLOYYUNE TO MA'TCki CURB FLOYMINE, iNSTAII. WHI'TE THERMOPLASIIC MATCN PROPOSE[Y CURB CROSSWALFC S7ftIPING AND qJT(ER FQR FRONT DOOR PROJECT. INSTAI.i. 2' CON(�2E'(E ��� p�rt tr�c�t-? •,• � � � EXISTING STORM MANI-IOLE -`"'----`"� ,---;_� = MEAS RIM-8171.6 °'° RIM LOCKED CANNCiT RE�1�}VE �``---.--_.-� / a�o�os�o z.s' cu� ` j��� �raa cur�t (er o��sa \/ ����} . � W � � � � -�- _ � -�-¢=2= � . 71.7' �...: �...._... __.. 2.0' . ...-_...._., ` . � .. ...__....._._., TBC � �7.2' � � '71:7' �� , .x ..�.__ ......_.�:_.._....,,,_ 1.7` 7L5' .^ f , ,, r. •. .. ��� , � <, ,; � _ 71.3' ., � � 72.0, ,. . , r � .. . .t , " 71,8' � " � �. . , . ,��,, .. < � A .. � , .�. �-. -_.._ �._._ __�...�. ° �-�� . <, _.._� _ � „ __._ -��� � Z2.1' , . _ 5 � _ _ „._,_._ - _ _ _ _--- -- �," _ �, ,; ,, ` _ '. 7i.8' . . `.,-, .�, . „ . ; ._..... .-�--.__ ^ ,.. ,: __ry_ GQNSTRUGT 10' WIDE BENCti � --T --_.-__ � __ _._ _--- � - `��- �,p �,�.�fia�, . .. . .� . __ � FOR T�}iT"SNOW'STURA6�-- ---_..._ � °° -_-�_ � at CONSiRUCT 5.5" �'" °� """ ~ �--.. �w ° CON(�iEtE SIDEWAi.lC � 'tRANSIl10N PAN T4 __ _..._. __..__ _ ____�:e ._ --�"`_ --_.� +na_ _..�__ _ ___. _. ° ---__. °--�� `~- {,SEE DE't'AILj o GURB AMD GUTTEtt OV6R _.___. "° w TOW � 6' AND INSTAtl SIQEWALK � �' _ 7i;3' ---.�-. "-""- - - r_ _ . �--�.� � _ - _R�'1MP. f4RM PAN Fl.OY4LINE � °`°�--- � TOW 't1D M?1iC1fi t�iRB- F10MA.tN�. m-�-- ,.��, -�°,.... --� _ _ __ � ~°-_�- �'1.8'-�-� � � ��,���� � _._. ._�_ � ,..,.. --..�._ � � .______ __,d.._ __- __ -�, --"`" -- .._ --_.__. TQW ___ _ _m ._ m ____�_ � w "~�- `°°_-°71:3'---_ - _`.._, - _. _ __. _ � "`°�,°- . _ _. _ _ _.-___ .._ z67.3' � � `�"" -�-..�.._' --�-m - "`° - `_.._ -___ --� .._.__ _ .� ---. _� �� _ ----_ .____ �-,,__ _- __ _�_. ___ �...._ `- -�.._ �" `� °` _---- _ � � � ��. - -�-- ___�� - �_ .�."` _ - ---�. � � � '� �-._ ._� .�_... � � � � °--- ______- °° --.-_.�. .. INSTALL 2,S' CURB AND tX)MSTRUGT 5" WIDE ATTACMEQ CONCRETE GUTTER AT PROPOSED EDGE `°°°-_. WN.K. TQ iERMINA7E ACROSS FRQM FRONT OF ASPFiALT FQR Y,A1L FFtONT DOOR PRUJECT. APPROXt1�A1F1.Y 7pLF IN DOOR PROJEC7 ANO MATCH UMITS LEN6TH BEYQND UMIT'S SH4NRl. q7A� {TYPICAL ` ~° "`"" ___,.._..`_. ��-... ., ��,��'°���,�„� m __ , . �-., &17t3 Q -�-_ TOW=6?.0' �. .�. . � ��� �_. ��. • ° x°�� BOW=65.0` � _ �,:� �. � ` � ��< ' "`-, .. rt ��, h r � �� �� � ��. � �. �� s � �- , n�.�.---._ �� ;�;, �� � � ,�s^z �� .. `��� .� , � � . . . . . 7.:_ . .. .. ��'""�`° � � N, � � �,£" .: � �nc�' � ��^,�n-w,,,..� . , _. . . � , v ., ... .. �. ,�. � � t` � , , � �;=x:..,,,;,,., . ;� �� � � �{ � - � -� . � �, " __ . _ -�� � � ,� � ;� � _ r ; w.---_ __ � � •.� U, ;< � � , , �, � - �� � � � �� � � , . � � � � . � , ,�. , , , � �_ _ .� ',y� �� � � --..,,,,,�_ _ a l.�. . � � _ _ , .._ _ �g;. x �- � ,: : _ ...----- /°f" `�, � � ^^-�",�^�'��T _, sr __ , _ �-- � _.�- � �� __ �.. _. __ a ,. � CANSTRUCT 5' /'� /'"� �. `-�'`"� �' � � _°� ,��m �4 � v_, �. ..�., ' ___--- --- "`--�-____� ., � CQPIGRETE _SIDESNAt�K ✓ `"`�� ° �,�.;,�a -.° °' _., _ _ � � �: �.. � _.� �� , �_ {sEe oEra�) --�'" /" __ .�-°� ``--- - � _ _ __ _.�-- �--�--^="" ��� .�-- �� � -----� � �. �--' ' _ _ -_ � % 67.2' _ � � � y �. - ---_°-__ ' _. �; - - -� _. `..." �~`"" �-�2---'°� ,.___�. -- `��,. ; , ,. � �,� n < _��,0 --� _____ .�..�. � �,.�- �„ � � � w=s`�:z °�'"�,�� �: �s � a+' . . � � / f^" ...-"'°��.+ .. � �• � ..., � rt� �a� ' -a � j, f _ �� _.-....,. _ m ��_._ _ TONf- .� ��iRUCT 3' f --.°` ____._ _ .---- -~BdV���A` ^ � ���;/" HEATED DRA�NAGE f,,r' +,,% �,.-- __. - ,�" P�1, TQ �ERVE -`°�� -6� ` �.--�_ GENERA� „�,OTES: 1. SHORING WALL DESiGN SHAI_t_ BE PR4VIDED BY THE SHQRING CONTRACTOR. 2. SEE EAGLE VALLEY SURVEYING, INC. TC?POGRARHIC I�AP FOR EXISTiNG CONDI110NS. THE SI"tE WAS UNDER 3' 4F SNOW AT Ti�1E TiME 4F THE SURVEY. SOME FEATIJRES MAY NOT HAVE BEEN �OCATED BY TME SURVEY, AND WI11 NEED T4 BE VERIFIED BE�ORE CONSTRU�TiON, 3. CClNTRACTOR SHAt_t,. DEM4LfSH, REMOVE ANQ DISPOSE OF 7HE EXISTiNG CpNCREIE FOUNDA7i4N ON THIS SITE. 4. THE GE4IECHNICAL REP'ORT ADDRESSES SPECIFIC CONCERNS ASSOCIATEC7 WITH TNE BUILOING EXCAVATION, DEWATERING, AND BACK�IC..t.. fT fS THE C{}NTRACTQR'S RESPONSIBII.ITY TO ADHERE TQ THE REC4MMENDATiQNS IN THIS REPpRT {HEPWORTH PAWLAK GE0IECHNICAL JUB Na. 106 0905, DATED NQVEMBER 20, 20Q6). 8. RQOF DQWNSPOUTS AND pRA1NS SHOULD DiSCHARGE iNELL BEYUND THE L.IMITS OF ALL BACKFILI., AS NOTED IN THE GEOTECHNICAL R£PORT REFER TO MECHANICAL PLANS FOR ALL R00�" DRAINS AND DOWNSPOitTS 'THAT FAL1. W17HIN TNE BUILDING FtJOTFRINT. B. ALL ROADCUTS SHALL BE A MINIMUM QF 2" WIDE. 7HE CONTRACTOR SHALI. INSTAiI A PATCH T4 MATCH TNE EXISTING ASPHA�T SEC110N AI�D SHALL (NFRAREO SEAM ALL JOINTS PER TOWN OF VAIL REQUIREMENTS, 7. DRIVEWAY AREA FOR SNC1W STORAGE GALCULATIONS - 2,774 SF REQUIRED SNQW ST4RAGE = 280 SF {10% FflR HEATED DRIVE) PROP{}SED SNOW STORAGE = 2$7 SF 8. CONTRACTQR TO PREPARE AND SUBMIT CONSTRUC114N STAGING AND TRAFFIC CONiROL PLAN TO THE 7dWN OF VAIl. PRIOR TO GONSTRUCTION. 9. EAGLE VALLEY SURVEYlNG, INC. TO PROYIDE SIlE BENCHMARK FOR Ct7NSTRUCTION. 10. BEW = EXPOSED BOTT4M OF WALL 11. TBW = FiNISH GRADE AT TOP BACK OF WAIl 12. EXTERIOR BACK�iI_I_ SH4ULD BE ADJUSTEd T(7 NEAR OPl1MUM MOIS`NRE AND COMPACTED TO A7 LEA57 95� OF THE MAXIMUM STANDARD PROGTAR DENSITY IN PAVEMENT AND SLAB AREAS, AND T4 AT LEAST 9Q% OF THE MAXIMUM STANDARD PROCTOR DENSITY Ihl LANDSCAPE AREAS PER 6E0'iECHMICA� REPORT. 1�. Atl STORM SEWER INLETS SHALL HAl/E A�1 18" SUMP. 14. CQNTRAC70R TO INSTALi, pANDY BAG INLET PR4TECT10N ON EXlSi1NG Ah1D PROPOSED ONSI7E AND 4FFSITE IN�ETS DURING CONSTRUC?lON (SEE DETAIL). VAI L RC�AD �I DEW��K EXTEN SI ON ��+.�.��� ��r �oin��r�rn ����������rrw INSTAU. 3 MADE CNANNEI. OF' ANGULAR RIP-RAP `°�-- _ �» `� J1S EGRES� PATH ' f/ i"` '""� -- g � ,�r+�- �55 6,�j;L.:� fr � � ".a.°`�, - � �_ � °"(SEE DETAIL) TBW=59:i'°°" ./,- BEW�55.8' _,ab�.- � �r� � ,, � , . �. °- - _. � � .�._. x -_.. � -"`.` ----_ � � �`'` ,- � � � #, �,os� � a,.5`";":. � � �._..�„ . �ROPOSEU BWLDER WALI _ �� ``°° --._r.. -___._ ____ �.� --._.__ _._- -°-�- � �TBW=59.8' m_ " ;� .,_,a _' �` � F� "+ �„ °- � _ _.,.'s- ... NOT TQ EXCEED 4.0" IN ,. �,,f'' � ,,r , r �, -� -----, .,, � �... , HEI `°' BEY�56.2.'�`r � r � .. GHT SEE DETl1Il " � � { ;�������� ,,., _. , < ,-" �,4--�.x_-� a \ Yh ..,�y 1 Urz :t S.�FJ �,�,, ; ,z�. � � , _..:,.. � � � _� . . �,:.'� .,.�„� 8� � _....._ .�.._.....w � � ' ---_.• � . � , ;"/ cts"�±„�v`,`�°',��.��� , E .'.-�} ..�y ����., �,. d „ . ,� _,,.,....�-- � \ ---�......, . � � . � � �' �,�, �, � ' � ! ► = �.����,._....��. . � 1,076 .:. _:._.....:......�..- � 5.9 < 6r0� ,rr � , ' ���s.� %ss:o' � � ,� NE , �mE. ���t _ r , `,;. : � _____ .,, �.. _____ �. _„1..1 �� P W- �... ---:-�'.:'� � _-__ ___ ... `� � .....---" ----... �- - , 1�:..�:._..5.- < t& � i. i7 ;,>. ,^� �-56:t� ;%� `+5so� s � _.._� ...�� � � :, .,,,, ,....---��--.�ptCAt) _�„�r-.'`�"'' ..�.,. � _ _ l ts,�� ---- _. _ „__ -°� � ` , ` �--° 56. ' u 4 � .38 ��% ' � `56 3', � - - - - - 58. (4" S"tEP) � '(4" STEP) � --____ _-�___ ��� ... -��w"' """'nr�"w' � � � ;, "ti.,� �za3+ � � /\ �f . � � �� � f '�,. .._____ _,�, '"" �- � �6,,5'�� % ��`.� � � 5fi`5 u �.i {� 56.5 �} 56.5' :� --. __ � '+�.F �, .- "'""'"�..�""` "" -� �'a" "--- _`_`- ----.. _ � _-._.. _ �j`� NEA'iED SlWDSTC)NE �, y ,�" 56.5' PAVER WAUCWAY � (RE: LANDSCAPE) GItR OIJTLlNE RQOF UONMSPW : � ROOF i► . •-. a •• r s�sr• ilMti'S OF DISlUT�ANCE (r�rchr.) � ;.. � j ea.ow (rn�c�� � �.� " _ ai57 0 � �`�^,�� �� � NEAlE6 SANDSiONE PA710 .�`p � � � (�icr�., R�:�.r+reoscr,�> � � ra � � j �� DOWNSPOUF _ � {`�� �� (� i �a�,�w�c�a.� REiAtNING ER T�0 BE . SNQRING � � » �"' � � i _._. -----__�______ '�° � � ___. - .-�----�----�--- __,. __�__________., .__. ,_,_ .�------�_°_._ __.. � _. ------------- - '"'" '___._----- � -..... --_.. """`."'- --,._ --,.. -_,. `~----.."'~,,,,�, .�. ,_ '``,�-�-^._ .�.., � ��` _ � � � '"'° -�--�.."W",-�-... 1 � PROPOSED tY1PiCREIE RETAINING WALL MVII}i STONE VENEER (RE: S7f2UCTt1RAL) 4" WIQE HEATED t%�NCRETE STA1R5 YATH HANDRAIL {19� 11` DEEP x 7" HIGH RiSER� (RE: LANpSCAPE) TOWg65.4' BOW 81.0' TOW 83.5" � ,� �t� lNSTAIL 2' ��""\ ApPR4X1A�tATE LOGATION OF 5' S'fOF2M CLASS 8 ROA[} BASE � �ri���/ MH 1MTH 2' GRAiE. NUT LO�ATEO 8Y SFIOl11DER SURVEY DUE TO SNOW GOVER, APPROX, RIM�8187.+' AAPROX. IFfV (36"'�8i51.5r #" WALL DRXtN. SIQPE APPROX, INY {EXISTING 12�81528 O 4.07C MINIMUM, AN6 CONNECT INV, (PROPOSE6 12 �81528' TO INLEf D. CONTRACTOF� TO VERIFY ANC1 �,____ RRQVI[?� IACATtON. RIM AH4 INVERT EtEVAT1QMS 7C} ENqtiEER. CONSTfitJCT 3` HEATED t)RNNAGE PAN EXISTING STC?RM MANHC3LE --" MEAS R1M�$162.2 MEA � -- r. _ INLET D, 2'�t3' lNt.Ei ___ w� aea. r-� ae . w', M1E AND GRATE ---�.. ��. .- --•-,�...,..�;� _ .� „-�-� _�,.�� RIA1�8155.15' - -�"".° -�-` `�-- �` -�--- INV 4'}.8153.4i ---- 7HV/�59:3'�., . ..-W'" _" °`°- � �� � �� .,:.°___�,_�-�... �__. °°' -_._i81N=._-�-' } 8f�S24 INY �12`}.$153.{i' '�..,'"1 � '���� --°' --__._ BEW�55.4"" `w "~--.... �°`-e �,"� � "- . T �. �� � �, :�.�.?� � _. .. �. C s �� ,. `'`�, �. �` �'. � W� 7 '�"`_` �<<' °��" �` __ � ...... ��55.A5 n `�p � � s..�;,,:.'� �� ' � `-+�. -.. ��"'!�`�' � ^--.,'.'"'„,,,�,y,� �� „� ,,,,;u , . � � ss.o� " �'-""'-= - -=; � � _� t � �-,.,.�: w � �, . ; �,,, . �-.� �, � ,x�r; -"` . � � � � � .� � �.. i. °° �' j � .. a��.,... -�z, � ° i� E �E'�j�' si� `�`tY' ..�! `E f,� �.S�sO. --^ �.F � �'• .,.t�`�-,,,"� �' .. < i-� a t-.1� �4�` � �v € .i E�( i , __:: �; < , , i .} _E � „ , . � � �'"�^^=� . _ -. � ,, .,.. --� �-. �, � E„ , � P , � , . � ��-. v� 01, � �, � ;, oz ,� . _,� i i � ,4 �..P.�.�,.� � -- � ' �� ��� ��.����� -- �; , �w,�,�.�..�.������ � � �°.a� (4 STEPj �`�. __. „$ � �` `� �(N ALL SCUPPER !�T RETIUNING �� � `��""- �5:3'+� .___ . ALL (RE IiRCH.� `_*�7.0" 57.0' °`� � PROPQSED CONCRETE RETAINING WAI.1. MM7H STQNE VENEER "Tt7 BE FOUNDED ABQYE SqIL NAIL. SHURING wAU. (�: �rnucn�u.} srn � �`� 1 t � � � � il t � �; 57.0` 1` : � ►l � i' ��� � �� �� � ��� . + ardt.,��2 �2fJ.1 LF C}F 36:� � �� ����� ���� �II � �i r i • ' RESORT DESIGN ASSCiCIATES ENGINEERING INC �nw �wn�s.�ap� ' aie3z ox a7 . 970 928-3373 • FAX 828-339p � ARCHITECTURE, PLANNING, iNTERIOR DESIGN San Francisco Office 625 Market Street, 94th Flaor San Francisco, CA 94105 Tel: 415.�92.4433 Fax: 415.392.4454 Lc�uisville Ofifice 357 S. McCasfin Bivd. Suite 20� Louisville, CQ 8Q027 Tei: 303.449.4433 F"ax: 303.92fi.5233 Avon Office 3t3 W. Benchmark Suite 224 Avon, CO 81620 Tel: 970.949.0899 Fax: 970.949,0933 infot�esortDesign.com www, R�sortD esign. com • � • # � .. � • • M � � ReVislons: 11-17-Q6 PEC SUBMITTAL 12-20-Q8 pRB SUBMITTAL 01-1&-07 PRICING t72-07-07 FINAL DRB 02-20-07 60% PRICING 02-26-07 CIVIL SUBMITTAL 03-2{7-07 90% CD SET 04--0�-07 TOV RESP�NSE t?4-11-t�7 BUILDING PERMIT 06-06-07 PERMIT SET RESUBMITiAL r. . ■r � � � •M i'� � � � -,. - cr�� a �a-.s� Date: NOV. t�6, 20fl6 �` Y �`� ' -- � � ..• `� �fr � ` � �`""`"'�- Project No: .z3��a.oa } .,"' .,.. �� ;" �S �++�.�,,�_� . :. .�A i� �.,� �'�„' „""'+.+ � +�n. t.�,: ,�v1 �,.' ' � ° �•s��' Drawn by: JEC �� � � � �+ -,', %{6���� � i Checked by: JEC, KAK ��...._ � ��?�l� Sheet. � f�f������� � _,_._ �--�- EXISTiNG 5' MH WI7H 2' GFtATE RIM= 8157.4' ir�v i� {��" cn��}=�i��,7° INV OUi {36" CMP}- 8151.4' iwv �� (�2" c�np}= afi�2.�' `� f � �.�9 � � � 2% ar AVERS (Typ.) 2�-0" CL ��_�� Ses- P�ans' ( 24" 24" � » ,� �, O� TES: "°�, d 1. PROVIDE 6" OF `�' � SEE TABLE FOR COMPACTED REINFORCEMENT CLASS 6 ROAD �E�-� QN ����5 BASE BEDDING 2. COMPACT VARIES SUBGRADE TO s� 2% ar 24R �2^ Se P ans g. vERnca. r*.� cuae TaP� rn�ca. cuas sECna+a `1-,..,, AND WTTER PROV�E MINIMUM 6" COMPACTED BASE CWRSE UNDER ALL WRB INSTAU. 6" RIP-RAP FQR OU7FALL PRO'tECitON IF REWIRED, SEE PLANS 95� MODEFIED EXPANSION JOINT PROCTOR DENSITY � �`` � � ��, � ,; �� j� �`,' FL0INLINE FOR FLOW ACROSS PAN , ��, , � :��� �ONTRACTION J4iNT � ' �� � � nr EXPANSION JOINT / ' ' � /` GUTTER APRON SHAt,.t. BE 10" F'LOWL.INE QN UNIFOf�M GRADE THICK AND HAVE �AME REIN- BETWEEN RADIA� POINTS FORGEMENT AS CRt?>SPAN ! �.�.�� • ��♦♦ SEDIMENT BUCKET PAN WIRE MESH REPLAGE WITH REBAR �ENGTH CA�LEa FOR HAVING END AREA OF 36' 6 x 6- 4,4 0.1t? Sq. In. Per Ft. (#4 {�D 18° E.W.) 46' 6 x 6- 2,2 0.13 Sq. in. Per Ft. (#4 � 18" E.W.) 64' 6 x 6- d,0 t1.20 Sq. In. Aer Ft. (#4 Cd� 1.2" E.W.) 84' Two 6x6 - 2,2 fl.�6 Sq, In, Per Ft. {�4 C�D 9" E.W.) CONTRACTION JQfNT FOR CROSSPANS �OIVGER THAN 36' 4' CONCR�TE CRt�S�PAN -►-� 24-5/S" �-•-- ��0������ �'LAN VIEW ll��������1 ,��n 4"MIN. -►-� �-+- PRQViQE ZURN Z-$87 3l4' 12"x24"x24" DEEP PERMA-TRENCH CATCH BASIN W/ SEDiMENT BUCKET OR ARPROVED EQUIVA�ENT. ADHERE TO MANUFACTURER'S INSTALLATIQN 1NSTRUGTIONS. � � 4°MIN. � PRflVIDE ZURN Z-887 12"x 24"X 24" DEEP PERMA-TRENCH CATCH BASIN Wj SEQIMENT BUGKET OR EQUIVALENT. ADHERE TQ MANUFAC7URER'S INSTALLATION INSIRUC110NS. �R� Z--$�7 CATCH BASIN ..� � N.T.S, B CURB TAPER N.T.S. VARIES PER PLAN 6= �_�,.�.�� , �,� � r �. � �� f V� � �.� � �,�f:�.� , \f ��'� � � . ,,.� � � � �� � &� � s Na�: ° , � L. SEE GRADING PLAN FOR � , SPILI CURB LOCATIQNS � z � ✓ � � L ., � � �, � � t � ��.` s �� _=_'>„� '� , _ ; -___. ,�r _ SPIl.L. CURB YARIES PER PLAN_ 6" � � s� I `1~� """^'^^--..... I? °' `� � ❑� � CATCH CURB �+ 'y` NOTES: 1. BACK�ILL, SEE DETAI� QF CUT/FlLL SLOPE 2. SLOPE AT 1' PER FQOT 3. PAYEMENT, SEE TYPICAL PAVEMENT SECTIONS 4. PROViDE CONTRACTI6N JOINTS 10' O.C. MAXIMU�t 5. PROVIDE IXPANSION J61NTS 100' p.C. MAXIMUM 6. SL4PE AT tj2" PER F60T 7. CONCRETE TO HAVE 4,400 PSI COMPR6SSIVE STEN�TN O 28 DAYS 8. AOD 1.5 t.BS qF F18ER MES`�l REINFORCEMENT PER GUBIC YARp pF 8. PR4YIQE 6" OF COMPACTE� CLASS & ROA[? BASE BEDDING T 10. COMPAGT SUBGRADE TO 95% MODIFIED PROCTQR DENSI7Y N.T.S. JIDE ZURN Z-882 12" PERMA-TRENCH TRENCH N 4R APPROVED VALENT. ADHERE dANUFACTURER'S ALLATION INSTRUCTIONS. PROVIDE ZURN Z-882 12" WIDE PERMA-7RENCH TRENCH DRAIN �.2� 7.�s" OR EQUIVALEN7. ADHERE TO _L MANUFACTURER'S INSTALLATION INSTRUCTIONS. 24. �-� �JRN Z--8� TRENCH D�' All� N.T.S. � TR�NCH DRAII� DETAIL Ctast Iron Floor Drain Plc�nting Soif Strainer, Josam 30004-6A Maximum De th =24" � Threaded onto 4" Pipe and to p 12 of Screened Rack Qutlet Flcrnge ❑t bottom ��`-'40 RIGID FOAM (Re: Landscape) Wrapped w% MIRAFI 140N (5ee Subgrade Plan) � 1 ��'f� f�� f 1�� �� �� �� �� .�\ . �\ ��\ �� � \ � ��\ �� \ ��\ a� \ �� � �mis n�rAi� ►s -r� sE i`�/ `%'f ��/ � � � � �'�/ `%'/ ��/ ��/ � REVIEWED, MODIFIED AND �r��/���� ������� • APPROVED BY THE ��/ �\�,` ����\r, r� ��,%�\���,f��r ` /. ./ �/ // / . / / �// Y �,i WATERPR04FING ;rr;'>��7�>' >� � '� .> �� ;. t � � , �.�`-� r� ��5' �: CONSU�TANT. �??}>��?�}� � G�c a°o�"c; �'`�.'���3, .: �, >, � � r � � t�� ? `� .� sg ,�� �s�o� � � ? � `� : , � � �. ,,�>�5}��?���, f���y�� �g�� ,4� �,��������if?�>�?�,,���>i�� , , >> >?� ?? � � � � � ,� � �t >>?>>>..>, , '>}>?>���>`�>'�}r``�'�?'�>4:°�°��'�� `c�'{'c"a°��'c ??�'��?°�i`�?��" ?���; � � � �. � _�n�„c� � ��,� � �r� `� � . 3 � ;t �'i,t �; a� ��i, ,� ir ,,. , , � ,i u t�tfl'l,I� 11 l i ,� ,. .. .., " . .3 , . �l � � t'i Cast Iron Drain Jasam 30004-6A or Concrete rop��n�, Grade to drain - MIRADRAIN 9Q00 WATERPROQFIN� MATERIA� SEE ARCHITECTURAt. PLANS Approved Equivalent. ��mit Grate and graut SAWGUT PERIMETEiZ AND CHrP » 1 j2" Min. above flange {KEEP 1NEEP HOLES 5EE MECHANIGAL. d�T CONCRETE 1 f2 DEEP OPEN}. Set drain with Waterproofing AROl1ND pEl21METER OF dRAIN. Membrane Clamp Ring and form invert ta PATCN CQNCRETE AROUND NEW drain from top of conerefie topping ta inlet ����� gd�- ASSEMBLY AND PIP�NG N.T.S. K PLA�T�R DRAII� ���� � ���. , - . r DUMMY GROQVE J6INT, CURB & WT7ER O 5' O.C. GoNTRA�714.�. .�o�l.T� PWRED JfNNT 1/2" PRE-MOLDED �A� JOINT Fll1ER WRB & WTfER a t �,. - � . , , a s fi, £XPANSION JOlNj� ,,.,,...--- • . � `-�.,' � .._�„m--. "4 � ` 2�-Q" CCJNCRETE JOINTS . +.i � -• � �_ , 3�� � � i 1�� �� �� s DETAiL FOR DRAiNAGE F� i� �' ��-� INFORMAT{t}NAL PURPOSES ON�Y. - REFER TO STRUCTURAL DF�AWINGS FOR STEEL REINFORCEMENT AND RE7AINlNG WALL p�MENSIONS. REFER TO , STRUCTURAL DEfAiLS � M(RADRAIN 6000 4R EQUIV. FREE DftAINING GRAVEL 2'-t}" WRAPPED IN MIRAFI 140N „ � 6 PERF. RlGID SCHED 4Q PVC PIPE. SLOPE C�A ; .,.�.,��' 1.0% Mlf�. TO QRAIM USE NEENAFi R-3° SQUARE fRAM cRa� w� vn <NaT sH wN) SQUARE INLET FRAME 8c GRATE I I � .i/�' .�.��'_{.. l �4. � s � /z^ 33" NEENAH R-358&-L NON-SHRINK FRAME AND GRATE � GRQUT EKTENSIONS N 2'-0" � AS REQUIRED ''� INSIDE a > 2' SQUARE PRECAST B4X DETAIL AREA (N�ET APPROXIMATE SCALE: 1" = 2'-0" � w � � r � ♦ • � l • � � ■ r � 1 -- � � �_ � � - - � _ : ■ ,���'��� � � ,& A�, DBC� I--3386 3„ � FRAME AND GRATE 2�t-----1 x�- i •-- � � _ - - r A � - x , o � ( N 1�] �7ES: � � _ ^ _ 1. CATCH BASWS ARE `= DESIGNED TO MEET ASTM C858 WITH AASHTd HS-�0 �r� �p 3�_��a LOADING. ���C� JC}INT DETAIL ��^O�y Z OPENMNGS MAY BE LQCATED G AS REQUIRER. �IFTING lNSERTS . n (2)PER SECTION � PLAN VIEW 3. CNECK HARDWARE SECTION FOR OPTIONA� �/r � � - ACCESSORIES. -a � SEE JOINT � 4. INSTALL 18" SUMP ON ALL � � � - - DETAIL - -` - - u -' - W W m INLETS ;� I () I �., � a I ( ��� �. A�L GRATES WfTHiN R.O.W. _ �'. �__ TO BE BICYCLE FRIENDLY. 1.25 CULVER7 OU7SIDE DIA. MIN. �'`iRENCH BACKFlLL..,� ti` r�; '�j�' ;��`i ��;a�, �:� � :%`„�; ��;�f =� 1 , � �. ���. : z Y t�,oss s �;�� �` `� ��' � � ROADBASE %� `� � . � ;� , � �'' �� 'i',�,` ' � � ��� ;%', BEDDtNG �f '� h ��� ,� �,;. ZONE x i, IDISTURBED'��; �� �fs SOIL r , �;�,�,, �{V"` �s �� ? �� . ; �� . ;: �;>f � a ,� �' � �Sc ��'{,/� PIPE �,,,,.:'�\ `�\fs ff'� fi�` r �;�'�\i`,:,,�/f�4fli ;; BGRADE � d.D., CU VEpT B DING DETAIL s� "'�" � � 1..._� f:�' � ,�.` f' � �� �`�� �FOR G4�AAPACTtON� ��, REQUIREMENiS "��'�� r.�;%�'� TRENGH BACKFILL , 5� � 4b � � BEDDING Z4NE SEE ,/,�� � ; ABOVE PIPE SUBGRADE, ,,��✓";���,% STASILIZATI9N �,, j�r��i ���`f� -'� MATERIAL IF REQUIRED -IRENC N.T.S. L CU�.VERT BEDDING � � � � r. _ I �� � � � � � �- �� ¢ �� �� � �� �� � z e �' (( o c' �� �) �I � � ( � cu iv �� �� ii ii ' ii ii � _` � x ` . ., cG1 1'_1p" 1'-1Q" � �„ 2'-t?" �„ � 9 1/2" 2'-Q" 9 1/2>' -�- LEFT SIDE VIEW SECTION A-A CATCH BASIN RISER CB23 HEIGHT CODE WEIGHT WT. 3,74Q# 1' CB231R 93p# 2' CB232R 9>860# 3' CB233R 2,790# 2'x3' INLET 6" CON N s aF coMP�c CLASS 6 ROAD BASE BEDD{NG SCALE: 1 "=2' _ ��J��� � v" FQR GflNNECiIONS TO EXISI7NG SIaEWALKS: INSTALL #4 REBAR DOWELED INT4 EXISIING CONCRETE 6" ON CENTER. VARIES PER PLAN 1 ., �_ � � �' � " t ? ��.� ' - � i � ,,� ;- �-� �j"t �, f �*:. t ; � ,: � J P' � ti �raf `�+ �1 � t f1��r �� jr`�;.r �� r` � ,�� I ,: `f i t � ; .� i t�* .. �..�._.` t_. -`'.-; .1 .�- .� l � �� �,�- . ti. �, Y . •;l ,.� ,\ .- � . -� l,� �14. �,� � ,-< �- . � � � �� � 12" SUBGRADE GOMPACTED TO 95% MPD N�.�� � 1. INSTALL CONTRACT10h! JOINTS t� 14' O.C. PER TOWN OF VA{L RE4UIREMENTS. 2. CONCRETE TO HAVE 4,000 PSI COMPRESSIVE STRENGTH A7 28 QAYS. 3. ADD 1.5 LBS OF FlBER MESN REINFORCEMENT PER CUBIC YARD OF CQNCRETE. _ CQNCR�TE SID�WALK DO NOT USE CONCRETE F01� BARRIER INSULATI4N WIdTH VARIES PER PLAN ., � � � n - �.,- ----1 � .� -._..�1- . . ... .._._. ._ .. , __•.F . �..,._, R� a i��.. � �� �' r .$� F> �'� k o -.,__�-�°-� _, _� � �� � � �� : � � �� a ,rv _ - � > �, � . _ � �, � �, � �� � , , � � . < � �. - . �, _ . .. � � , � : b . P C 4 ..'} 6 ry 1 � > > r - r �i '` �, ��� �.,y i=" P - y� ' y", �. , -., � _, f l j � i, � ,n, k � d -; i � ...: ,, � �' k . t �� ,, �, � � � � If ^- f , ,� � 1 , , ,, . � f�� ,3� , ,� � ,, i .. , � � �"� , . ,..,J, , i �t . z� 3.. � �. .� „t'-.- . , '`.. , ..., ,7� .����F � _-`.t , i ,' f�"c,- ,-`t.� "'!�-L / �� ,/ ��` f � <- ,. . .,., ,� , �.,. ' �f F � i � ., f r ,! i /, � / f� `� f ��'� . ; � �.. �' , � � � F��:/f�`/ / � j i f �l;/�.. � `f � �i� / i'�`��` r � ,�/,,/� COM��GT��CIBGRADE TO 95� OF MAXIMUA� - , ,` � STANDARD PRQCTOR DENSITY NEAR OPTfMUM ENGI EER'S RE OMMENDATIpN� CHNICAL pRIVE�IVAY DO NOT USE CONGRETE FOIL BARRIER INSULATiON --- WIDTH VARIES PER PLAN 1' WIDE CONCRETE BORDER .._ ,,_ �- , - ,, _, . , ,, � -,;- f � � � � � � � ., � � , r = . ,, v � � � �� ,�,� . � � _ .-_--„-l�a-=,. .� _ _ � n _ ., � w _ .. c� �, � � ; � ��� _._ __�.. �.�. .� .M__..�.�. ,�.�.�_n_�._�_�� _ .� � . � , '.. '� ,"�[ � �`� �._ ' � '„ � ;h , r., `�„ ,.; ' a �r� \ , C 1 - ` '.,� •� / '" � � O ` R. � � J. ` R � " .. " 1'z �. + y ,}. '' t3 � � � � y ` � � , � � <. <. � � ; �. Fa � , � � , �. t � , .. � � . ., , � � � � _. � �� � r �� � � _. � ._;, � ,,' � „,� .� � �� �� �� �� ��_ � , , ,,, ;,,,,,,,,,,;; p.,, ,r .�., ,....: a- v ', � � ,. . , � , :�� � ; : � '°"x, �k 1 1`% + 1%'�°� k t X�_ § S� J �t o f` ( 1 d�r � �.�5� ,�' r ..'` r" .' .,..r`' ✓ '` ,�'f \ t -f t}t � t!`Y� `, �..F � ,°{` y ✓ c 3( 'j �� ti � )I ✓r } �" ✓ t..�{ � ,i-E ..<� � ..e^<;� %7";i ?%"`i ! ir�-� 1,- �, . ._. f ;f"'�' �„"� i "1 l� °�`_1. � , , ' `ti . -'�" <, ., , x �;�.1 '� � �, , -f _' � � , ., i � �° < c t r,^'�� � t r �� �..., �} �, ;` `.'a - J,.� � f , : .� `,7� � 'a t�x i '?' � 't �?�� e `. f N' �, �r„'"r' ,; a - ) ; -r , f Q ��,�y "'�R!^:: � ,. • j / , , ! f. 'h\ 'j� � � . /,� .� 1�'� f '�...��� � `� �` ,� \ f fr. . / � f'�:. \� \ /.� ` f,� �,.,� ��.`,,� � � , f ,'F��,A\� '`'�,� � / f / `t ` i � M1 �, ,� `,` `; � �� /` � / 1 , r �� A � � \ 4 j\ ,,\ �'\ � f `� \ COMP�C'F,St1��f2AD,��,T,O`�'95% OF M'�Xj�AU1� \., �. / 4 ` �,`,,'! �'� � , STAN�A�� D� �`�,F'R�SCTt7R` DENSl1Y NEAR t�P111�t�M� .,'�,�'� ,�'`' � '�/f/�,/,�''�:','��`�� ��/ '' �;'r%� MOIS1UfZE' GCSNTENT PER GEOTECHNICAL � � ' `� , ' � SUITABLE GOMPAC�D �SI�BGf�A'DE ��'` ENGINEER'S RECOMMENpATIONS P'ER 501� ENGIt��ER"S RECOMMENDATIONS POR�� C0�l.E�E_.0_.�.. GRAD�, �r� WID1N VARIES PER PLAN 1' 4VIDE CONCRETE 80RQER D4WEL INTO SLAB WCTH �4 REBAR ` , C�D 40 OC ___.� ,,__. � ,, � --, - � ,. ,, -._ , �__ _ _, � .__�__,, .__.,_ .... �. � �, 3 �� � ; � � _ -°� ,f----_ ' � ;� � ?` � TM - . ,; ,,. „ , , � � � _ � . ,, '.�. , �, <,, n , t . , . � u � � , � � n ��� . ,� � ��. ., � �V . � �. � - - h � � P ' "£ . �� F ' ' P ` P r ���: 6 ` D � n>. . . a . , � � �, � � , , � , �, . n � . , �� ' � ` � -.-=- .. �, � { - w� � � � � � , , � � n Y ,� .:. <, , . � , A � . , �. � �. � .,, _, . , _� . � _ .� ., � . _ � _ . ,. , � �,����,. �����w ti����, ,� ,��. , ,�� �,. ^ _ ��. �� ���� �a ' -' s� , r` r f ,.� . . . � r . , ��, � ��*�� , r ,� , r .r r ,- r f � `� `� '* � , . �, � �. �. -,.. �. �. � � ' . � . ... . � :' t � , ,�` .' J .E / ! / f f f r � s ' .% ,r .- l i i / i l � . ,` r�, �' . r � � . .. 3 _ �: < ; � � �: �� . f / f i � / ,r j . , ,. � � _ _ �, _ ,._ _ , �, . -. ,� , , . � 4 . _ ��� �t �� :��� ��� ��� � �� ��� � � ��� � , ,� s � � � r��� � � �� , � ,�. � , � . - , , .� �. , � _. � . � _ � v � � _ ,� _ ,. � �� ,� ,� ,� � � � �, � , � _ ; A. ➢ � > k� _ ` D_ ' �_' � p D ' 7 ` 8� A_ , � ��� � �� .. � � � ���� � � � � ,�� �� , ', � � . �� . ;� � .�� r � .� � ,� � « , < � , � �, � � � . � �. � � � � �, � S7EEL BEAM (RE: STRUCTURA�.) �" , ' � PORTE--COCHERE OYE� ����I�RE ¢ r f N.T.S. � iTE: SNQWME�T TUBlNG IN PQRTE-C�CHERE ON GRADE A �RTE-GOCHERE UVER STRUCTURE IS TO BE INS7ALLED 0� PERA?E �OOPS. f • � • l � � 4" HBP (Typ.) 2� or 1$�� CL ���� 2% or RIGID STYROPdAM See plons" i2" 1� �, �2" .�•---- INSUL.ATIQN .�„ See Plc�ns B4ARD r��``� � `�'.c� SNOWME�.T TUBING _ � " (RE: MECMANICAL) 3" min.- : . 3" CLEAR TO REBAR `�` ,�z�r' '� r'�`°� � USE CHAlRS TO _ _'-_.:r ��.,u�� SUSPEND REBAR N.T.S. ....��.... J HEATED � � � I � I � � � I �I 1�; �r UNDISTURBED . � `�r 6" OF COMPACTED soi� ti' ,, , , � ' `� GLASS 6 ROAD �� � � �.� c�� �;� `` k �' �J -� � 4 �f �, ��,t` � `_a' � 1�, �BASE BEDDING � ' �, ; � �� =� � ..��, `�+,_ 1_e.z . ..� :.� -. t .. r � �t, sxsw�.�xw�.a- � Welded Wir� Fabric '"`�1 x N.T.S. PIPE SUBGRADE 3' Ct�NCRETE PAf� J NOTES: 1. DAYI.IGMT DRAIN 2. BOU�DER WALLS THA7 EXCEED 4' IN HEIGHT MUST BE DESIGNED BY A QUALIFIED RETA#NING WALL �g'� �LAY � ENGINEER. CAP °� 1x �' /ij"� '� i��,`�i�/ �`�f�/rj;'���?,j � :ti llj�/,%.,/'•+J^.: ,,". �`�fillr'i �! �i :' 1,��',�i`,s`y �'�� �^'�, �/� ;,,' tr'+ � � � ,,�,.,, ,,�F`�f,.� ,� r \ +r f / ',/ �/t/l� ,� ,li i 1 ! � ' r ��f�j fi �,, ,�t! f ,` � . , , � , � � ,�,, ,,��,; � fl,rff; ,�f'"` t' , ;;, ; ; ; �� ,1,t,?„ i j 1;f, f��/. . '� . �.� � �" f. „�ll} t�i11�PF11 6 ,f � fp� p� \ -� str� ; C ,J`; � *' ���'=t�;t: � �� � � , • � ,�,.,.;; s.. Rh lT ��,> � 4 ��dU�er ��R ti `� �� S°�id 1 � .�`Td Q� MIRAFI 140N FI�TER FASRI �`�- TRENCH BACKFILL --� �;�1,%,�'/i'�''r' �//.'�'•'f.�',%/f;!'/!/; / %���%`�`Oi'f%f''�'%"/r'f`',�`„!/' i%;%'/f � ��a � � ;� , �� � ' � �c>� � ;, , , � �, rr> '' � `` � �� � � x� � �s � ,:. �` ` � J (.= y3 � L . .. ��.. �, \'"' -- %' \ � ti,lti f �-°1��. � � ��,,\�' ; \!%��\� , . � 6" 80mm VAII. BLEND PAVERS (RE: LANDSCAPE) 1 TO 1 1 f2" SAND BEQ, OR PER MANUFACTURER'S RECOMMEDATI4N 6" VERTICA� CURB AND GUTTER WITN 1' PAN DpWEL CURB INT4 SLAB WITH #4 REBAR � �.�� �.�. 6" CONCRE7E S�AB W1TH 6x6 W1.4xW1.4 WWF 2" ABOVE BOTTOM QF SLAB S�tqWMELT TU81NG (RE; MECM} 6" OF' COMPACTED CLASS 6 ABC 2" WEEP MO�ES (� LQWPOINTS AND ON 10' GENTERS. FIL� WITH 3 j4" WASHED RQCK, AND COVER TOF" WIT}-I MIRAFI 140N FILTER FABRIC 80mm VAIL BLEND PAVERS (RE: LANDSCAPE} 1 TO 1 1 f2" SAND BED. �7R PER MANUFACTURER'S RECOMMEDATiON 6" VERTICAL CURB AND GUTTER WI"fH 1' PAN DOWEL CURB INTQ SLAB WITH �4 REBAR C� 4.0' 0. C. 6" CONCRETE SLAB w��-i sXs in��.�Xvr/�.4 wwF 2" ABOVE BOTTOM OF SLAB sr�owna��-r -ru�ir�� (�E. M�c�) 6" OF COMPAGTED C�ASS 6 ABC 2" WEEP HOLES {� LpWPOINTS ANR 4N 10' cEr���s. ���� w�� 3f4" WASMED Rt?CK, AND COVER TOP WlTH MiRAFI 14pN FILT�R FABRIC 80mm VAIL BLEND PAVERS (RE: LANDSGAPE} 1 TO 1 1/2" SAN[? BEO, OR PER MANUFACTURER'S RECOMMEDATION 6" VERTICAL GURB AND GU't"fER WITH 1' PAN DOWEL CURB INTO SLAB WITH #4 REBAR C�D 4.Q' �}.C, 6" CONCRETE SLAS W!'M 6x6 W1.4xW1.4 WWF �" ABQV� BO'TTOM (7F St..AB SNOWMELT TUBitJG (RE. MECH) PR�3TECTlON BQARQ (RE: ARCN} MiRADRAIN 9000 DRAINAGE BOARR {RE: ARCH} HYDRQTEGH WATERPROOF'ING (RE: ARCH} TOPF'ING S�4PED TQ DRAIN {RE: STRUCTURAL} STRUCTURAL RUOF SLAB BELOW {RE: S7RUG711RAL} \' GFNEQQ�L NOTE5t � 1, SEE CU�.VERT BEDDING DETAIL FOR BACKFILL MATERIAI. AND GOMPACTION SFEC`S ;� � 2. INSULATION SHALL 8E INSTAU..ED QN ALL PIPE 7HAT � � DOES NOT MEET MIMIMUM COVER REQUfREMENYS. w� 3. ONE INCH OF INSULA710t� IS � � °0 REQUIRED FOR �ACN F'OOT OF ; Ci� MINIMUM CQVER WHICH IS NOT �� ACHIEVED. I `�.°a� ._ , � i i� iil � i��� ii fu. �' M� • ' RE50RT DESIGN ASSOCIATES ENGINEERIRIG INC mw�aas�war�os.�p�i�a � si 32 OX e7 . s�a eze-�ra � Fnx sss-a�s9a • ARCHITECTURE, PLANNMNG, INTERIC�R DE�IGN San Francisco Office 625 Market Street, 14th Floor San Francisca, CA 94105 Tel: 415.392.4433 Fax: 415.392,4454 Louisville Office 35i S. Mccas�in elva. Suite 200 Louisville, CO $0027 Tef; 303.44�.4433 Fax: 303.926.5233 Avon Offiice 30 W, Benchmark Suite 2�0 Avan, CO 8162Cf Tel: 970,949.0899 Fax; 970.949.0933 infoC�ResortDesign.carn www.Resartaesign.cam • � � • � • • � • • � • i Revisions: 11-17-06 PEC SUBMITi'AL 12-20-06 DRB SUBMITTAL 01-16-07 PRICING oz-a7-a� ��r�A�. u�� 02-20-07 60% PRIClN� 02-26-Q7 ClVI� SUBMITTA�. 03-20-07 90% GD SET 04-05-07 TOV RESPONSE 04-11-t77 BUILDING PERMIT {76-06-07 PERMIT SET RESUBMITTAL DANDY BAG� �"���VAL.�`� �,�j�lAT14N AND MAINTENANCE GUIDEI.INES �i Installa#ian: The em t Dand Ba shouid ba inced over the ra e as the gro#e atc�nds on en� � if using optional oil obsarbenis; piace obsorbent plilaw in pouch, on the bat#am (below-grade stde) ctf tha unit. Attach obscxbent 2(lAAX) pUlow ta tether loop, Tuck the enolosure fldp tnstda to cQmpietely e�close Drawing Titie: �--°° the grate. Naiding the 1lfting davtces (da not rely on lifting davices ta ti support #he entire weight of the grate), piace tha grata tn#�a its �rome. �-�-�EET�CAPE �/���f���`���. �iaintenance. Reroova ail aacumulated sediment and debrls frorn surfaca and //� ,�'f,%,,f ,� ,� vtcinity pf unit aftcr each stam avant t2errrove sadima�# tha# has F,,i'� ff %� �' ``j' accumuiated wtthTn tha containment areo of the Rondy 6ag as neaded. if pETAI �� �},'r'��,/j%' ;��;�`�/' using aptla�al all �bsorban#s; remavc and replaca absarbent pHlow when neor �� , soturo#ton. �1��G a � ,�,. �� � � FLAP FOIDS OVEi� VELCRO ;,�, � TO ENCL45f GRA7E CLOSUftE `'�'� � �':� c�A� x 18" TO 3' � `' �,�`',�f � ���.� N QV. 06 _� � /' Qqt�: , ��{�� ;�. � DIAMETER �� c�;,� �,l / �)� ��{� ``, BOULDERS - - - -- � -� � � L1Ff1NG 2 {MA7� � / f � �.���'f,:: f \ \f �� f/ f /,! � � i � � .. . � `., f ,� � s�APS �"....�"�===�� . DANDY BAG ° �:� . %''f/,' �......, � ... ..,.. .,_ r .. Pro je�t No: 23270.00 �l�� - �� %�� � � � � �= ��,,r o 0 0 0 �> �` ��� sTAN�aR� �ne�ic Drawn by: JEC ,�, _._ .. . , 12" �F 3 J4" � Q Q Ms ar� oaaNC� %�r,�`J,��' WA�HED ROCK MONOFIUMENT " �f,;f� Checked by: JEC, KAK GRATE DANDY 9AG� � `� 6" PERFORA7�D �;. �, � r'�,,,� ��\,.i* PVC aRA1N TO Sh��t: v ,s � . / J�� �'� � /"� � f �� J� �� i . � � k � € i F � r^-_.... � , l,tr'f�'j,,!�f�/� DAYLI�HT .���1 �__1 �,, . �� � � ki� �t, o' .�' r tI4..._i§�.�-� -'� � . = �-3 i'� rKEY BOULDER WALL 12"' MINIMUM � `;"°�' /'`'� �/"""'* /^*► INTO EXISTING SUBGRADE I � t � 1..�. BCJULC�ER WALL P DANDY BAC� C� �OQ7 RDA i � � i�� � � i M # • RESORT DESIGN ASSOCIATES ARCHITECTURE, PLAN�lIh1G, {NTERIOR DESIGN San Francisco Office 6.25 Market Street, 14th Floor San Francisca, CA 94105 7e1: 4i 5.392.4433 Fax: 415.392.4454 �auisville Office 357 S, McCaslin Blvd. s�,�t� zoa Louisville, CO 80027 iel: 303.449.4433 �ax: 303.926.5233 Avon �ffice 3U W. Benchrrtark Suite z2o flVOt1, �Q �� �?��i Tel: 970.949.Q$99 Fax: 970.949.0933 infot�ResortDesign.cam www.ResartDesign. com • � • r � • � � � • � . � Revisions: 11-17-06 PEC SUBMITTAL 12-20-0� DRB SUBMITTAL 01-16—t}7 PRICING Q2-07-07 FINAL pR6 02—,20-07 60� PRICING 02—�6-07 CIVIL SUSMITTAL 03-20—C1? 90� CD SET 04-05—Q7 TOV RESPONSE 04-11—Q7 RUILQIh1G PERMIT 06-06-07 PERMIT SET RESUBMITTAL Drawing Title: U TI l.1 TY P�AN � aat�: Nov. as, Zoos � Pro ject Nc�: 23274,t7� Drawn by: JEC, CChecked by: JEG, KAK Sheet: P�AN VIEW DISPERSE LARGE ROCKS IN THI5 ZONE APPROXIMATE OITCH 11NE AT 1:1 PR4ViDEA ROCKS d0 NOT INTERFERE WITH BACKFlLL COMPACTION REQUIREMENTS A BOULDERS GREATER THAN 18" TO BE REM04ED IF 'fHE DISTANGE TO THE TOP OF THE OPERATING i"ROM BACKFlI.L AND DISPOSED OF AS APPROPRIATE. SEWER tJNE NU7 TO TNE TOP OF 7NE VALVE CQVER 15 ti' GREA7ER 7HAN 9", AN EXIENSION STEM WiLL BE REQUIREQ ON THE pPERATING NUT. THE EXTENSION MUST BE SECURED TO THE VALVE " OPERATING NUT. N4 ROCK AU.4WED GREATER THAN 6" FLOW � � DISTRICT APPROVED '� ,�\\\���% �, ./��.��\/ ____ � - SPRING LINE , • • . . �MPACTE , BEDDING ` COMPACTI4N REOUIREMENTS /\�� C D � ���' SEE SPfCIFlCATiONS F4R DEEP TYPE . . • . . : ��`f� '(RENC CKFtIl 22-1j2' IONG FACTORY WYE WIRE SHALL IXIT VALVE BOX tJD ., • _ VARIES /,� .� H 8A RADtUS BEND PIPE 6" BELQW . , QR �45` BEND GRADE � ,�° �.��� S7UBWT APPLICATIONS (NO ClEANOU� •���'?�/ ���\ � %������/��i � �� _„_______-- SHALL HAVE A 3M LdCATiNG DISK ..:.6': ':" � •..�.•:�:': NO ROCK ALLOWED '; INSTALI.ED AT TNE END QF STUBQUT. ��.'� . i..= WRAP 1Q GAU�E INSUtA'fE[? , ��:.a;�: 1 � � � 6REATER THAN 6" �� : BEDDING ZONE COPPER WIRE OVER VALVE 84XES, :`. ` i'�� UNDISTURBED %/��' .' ���'OW RRQVIDE SLACK 4N WIRE �� . S�IL �\� ::.. �"` i CEiJTER OF WYE BRANCH TO BE � � SIDE ViEW PIPE SUBGRADE, STA@ILIZATION �/����"' ''' ''"� PLACED iN UPPER iHIRD 4F MATERIAL IF REQUIRED "--"�/�'%�/��/�/� SEiVEft MAIN j ' - s � - - - - 1 - � � � - - � � � MpftKING TAPE TQ BE ,'� _ ,,`;, : .' ' PLACED 24" ABOVE 'THE INSTkLt. CLEAN�RUT TOP 4F PiPE 4R � ' HIGHEST PROTRUSION •�.��'".:. ";�. •,.`..°.�s •^i',�,' CQMPACT BAGKFlt,L TO 98X STANQARD MEGALUGS MEGALUG TRENCH ZONES . � PRdC70R TO SURFACE TO SUPPORT ' VALVE BOX , � � ALLOW EN�UGH Y �:.: � .� : -i � t � �' � DISTANCE T� W�RK ON j/ r`' '�i ,'�; `.'" �:'..k.:.:A.`. / / � MEGALUGS EXTENDM CHANCAL} :/���i - /�/ � VA�VE BQX B4i'f'UM o 0 ..._.__ \/\`�f.: : ., � : ;' '.': ...:'�, :�. ���\j � ���/,��:, .`..::,. �'- .f.r.: �.:� :. �.���/�ti! �/ �..:.J SECTIaNAL ViEW �\'%\��:'". `=:'; .=rf�� GA7E VALVE � �"`� TRENCN BACKFlI.L --.�,. � � '�\''/\�/\/ /� /.��J,�!�� ;/f� �•. ,. • : � f'/� a o %\� rf��j\\ \.��j�\�i�� � �/�\ . „ ;. �.. .; .'a ��./'�` /�\.� _ ... . �� t0 GAUGE INSULATED �,/�/ : �; . °; , � \/\ � [ \/ 4. U::.-. -•. :"•:.'.�..;...r:. ��; :.. :;; c� �b /�/ Pt�A�E 3M L4CATING DISK COPPER 4VIRE TO . : � , /.�rf�� T ��/ � xJ �. . , . . . . • : .. a: �� ': �t/ � z MARKING TAPE Td BE APPROX. 1 FOOT A80VE SERVICE FOL.t_OW WATER MAIN �/�_��. : :.� \�`.,/\ I DIS'iRiCT j�`/�. �`: o" �•;"���.;'. ;.;;. ..:�::� .-�; °�. ..: �/`��•,, r� PIACED 24" ABOVE SERVICE UNE - SEE SPfCPRCA'ftONS END BUT Dd NflT BURY AT ��,I� � . .,-�: > ; .;: :•;: , � � �,/, APPROVED ti�\i '::: ''' _: '� � � ..°' ...: � -:... `.:: :• ; : '..K': '': \'�/�` PIPE C3R ANY GRADE = 1%4 INCH PER FOOT MIN. \ �� "' ..:. � ::.:� ��?,.. _ �:•:: ::::: _•., `� GATE VALVE .. , , � PROTRUSION A DEPTN OF MORE 7HAN 4 FEET ` /� f ': =.V'. , ....; c'`�� :.r;.4j �.A. . . .:'. s % ��\ MEGALUGS � BEDD NG� �\/ : �' .' :,•`: ;: ' • � ' �c,:0 ; .' ,,.., :. . \ tia -- 3' MIN. ����� .; .�. . \ X \z;;\� ,.. .` ���\ MATERIAL i`�`/� O �''Y ' '' , b:.;: • %�/\` �20' !\��\��\'���\'r�'��/��\��\jf\fl\lf\j�� \/� ., . .��.. ..: ..: '�'' �aEaaiNc . .�.._— ,�\i���ji;�i, \r,,��,,��,�i,,`;i,��i���,,� TaP VI� �% .,e: �� : �: ::;.:: ���'��, zoNe °� . _ w ..� �ow � �.,_ � jj : ;` ��,� ~� ` °� GENERAL NOTES� uN��stuRaEa �./ �'` :I°;•� :. ��\ so�� /�\%,�s�o��`�`:: ;'�?�:� �'::•�::�~�` ��.,' � \ 34' 30' %j�`*./ b:t�p�;�..,, .:.:. . ...:..:::.:..4�:.n�?.';//,\ � -- SPRING UNE 1. TEES SHAL� BE CONSIDERED ON AN ��\�ji;�%/,�/��1j��/j�%/�%i:�'f�`/��/��'%` � {NDIVlDUA� BASIS. ALL USES OF THIS � GENERAL NOTE APPLIGATION SHALL REQUIRE PRIOR DISTRICT �( U) a �t� 4.a., APPROVAL, �✓ 6 MIN PIPE SUBGRADE 1. VALVE BOX IS T4 HE INSTAI.LED PLUMB, LEVE4 AND CEN'TEREO ON 2" NUT. z. MEGALUG RESTRAINT DEVICES SHALL BE GENERAL NOTE REQUIRED ON ALL TEE APPLIGAT10N5. PIPE B�Q.�ING ZONE 1. MINIMUM SEPARATION BETWE£N 3. THftUST BLOGKS WIL� NOT BE ACCEPTED TAPS SHALL BE 18 INCNES. c�E�'j'y��t/'n'`� ,,,�� AS A RESTRAINT, �,J N.T.S. N.T.S. N.T.S. N.T.S. A �EWER �ERVICE CC.�NNECTIC)N B GATE VALVE AND BCJX A��EMB�Y +� WATER MAIN TEE D WATER PIPE BEDDING DISRERSE IARGE ROGKS IN TNIS ZONE PROVIDED ROCKS DO NOT INTERFEi?E W1T}i $ACKFlLL COMPACTION REQUIREMENTS 80ULDER5 GREAiER TfiAN 18 INCHES Td Bfi REMOVECS FROM BACKFll.L AND DISPOSED OF OFF' SlTE, ood ur c�ce or Existing �round g fl�kfill w+th suitabi� Nc�tive Material Do not use any NO ROCK ALLOW�D GREA'fER THAN 6 INCHE� Rocks reater than 6 �� � r/ �! ,% �/� PIUG AND CAP ���r \ t �� � x �'`t' ,� � �^v � u �� ,,� �� � '� ��' '`,�y°� '� t ����i� `� / 1 / ,/ % i % ����% ��%\��V�/� � f� �� t.��f ;ti f�,%�`,`� /x �n / �r� �.,'`.- � 2" f r'// , �., /�,� \�: `.�/�� `��/� %'�%'�� %�;�\�`����` �' � i ,, � ,� rj X � � � ;� � �.� , � `� � . \ ,, ,,. , ,� � � � ,� � r� � y �' �` ` � � � `� �(� �`� �' � ' - °'� '� � �r� \ \!°1�� .�,�}R'''Y „�� ,7 �;�. � -y.�,� �..r �'.,.-^', ���� SEE SPECIFICATIONS FOR �� F \\ � �/�/� /� /` -' , �; x ,� f, , t. ��r L. G4MPAG110N REQUIR�FIENTS � �% V'��A // � � 1 ��`� '% f," � %.'f � , � �: �, ��'` = ' VARIES �,O /.��//'�, TRENCH BACKFI(1 �%j� � �;� .^, � r v,�{ �? u �' a� -�1(c p,`V-� �� ' � � _�__ i, ;;. �,� " � � � ° ' � ,%^r „' , r" I !t" f� � � \�`�"'�/�`��J'�-���lf�,r�'.�yi�� , � \ � FIt�ISH R4AD �� � � f t,���, f ��,/� � GRADE r i x�%`�s,�. � .%. � %� � �\�� c.t 12" � � � �f � . �' �' F,,�" � �' � �^x � �� �` -�" k �,., � J �\. �'� {x z ft°,�r�'`fx �``•,C � ��` � � f�`� '`�'�� � .� .�. '\ �'� .r' > `.✓ti �? ,,� '!/� "` ti r r`� �, s�vk � .t. � :: ,% . �. �/ { `r � / r {'� l t ,{ / � -'' � k,i' ,",� -f� j X r� ✓ � f <', � �. � s � :. � �`. a�cK �u. ac cor��ncT BACKFkLL WITH APPROUED � � , � � �� ^�<: �v , � NO RQCK ALL4W£Q :": �. s , , « �, �. �' � �!� TO SPECIFtCAI'IONS if, ,� i��. i�� �f� r r�i�rfi j , ; ; � 'y ,,,�` r � ; ,� r , � r, x� : f, ,� GREA'TER TIiAN 8 MGHES BEDDING ZONE �< � �' r,�„ ; `� i � ``> � ,:°� r ,� � �,° ` x ��;���' ;�; �''"�'v �r,�'���i rti x SUITABLE ONSITE MATERIAL ;�� ����'<`�'� � � %�. SEE BEIQW I,^ � rr x>',. .� i �t. J,f�,rJ� xiY .�; - . . � /; �.. � N7 1 ' ': 4 � . '� � r F � .% » j r�; fy�.�� r ���!�� �v � l `` tD �f� :::. '�=; f��, ��,���,�� hX�� ,� o� s/�. sc���r��o �ac�. �. ,�,��,� w,���� ��� � ,; ��� . ,,� �.` : . : .. f�; Y >i% : � fv /y °'`Y / f J .t < ,nr � � ''ni, k' / d. �. '' / f4 A Y Y. � ' / . PIPE SUBGRADE� STABIL1ZATiQN .� f f �x t.� > ,, � .�-� <> „ w { ti s i � ,�h '}`Y'f X ✓ }`F K '`-/. '� \ % \ 1 G./ .i l 1. / ,,�• MATER(AL IF REQUIRED "'���r��r��/1/�� �;.;i�n�� h%, ���r x,�i �> v�, t ` �.r � �� � � � � � . •'vh a?f 6 �t:- ri fX �Cx' {`N u;�. A k l� 4" PVC � �'` � i� � r�� r " ` '� r,� i; ,/ - `�.r� �, Y .:^ � ✓`i� ti , �s ti � � COMPACTEp BERDING > ``�C, '` ��, � , � � �0 • � .� j��ti.;� �£�' ^�``r�Frr�� . WAftNING x,�,�. ,,,��1 f,�,, , ��� fi' ?. �:' ' - '! F �. ^, d _ d' %�'�"'�.�i"ti �r'��.������y�,.!f TAPE =1��� F.,�,�`y{fx�;�(;���if�`��.r��\\,, , � < i`�,{�Frv l�r �� � . x �� f �,� K� < .\ , ,l} �f a' /Y°,[ �`r"`r ��l,i G` r', i' �„h ; ..� ", , ,�',. . i. r, { l � �i�'`-�� K�% \' ,? 'y� .�?, %°�� TRENCH ZONES . {::-'-�� `�'_ �,;�;� ��=�T�`f ��,�f ~� " / " , A� ;��.`x5 ��F ;,� t "� � f�;`�..= � ��'�'' � X PROVIDE 6 dF 3 4 \ `� -- � ���, ",� , '� <�` r . ,::: �k,�;. hh,���>�..f sy�,,,. RQAD�3ASE OR 3j4" �'�f,`.~ ,1<;' ?fr�. J �, ;x :X�', l , �,� MARKING TAPE 0 BE . • ' '• � ,r" ` � � �"` f r '' � ` 2 %` � '�>'r< �� �`<yf�� SCREENED RQCK QR ',� ,-''<, �,,.�,> ,�. ; PLACED 24' ABOVE ,..�..,�� � (2) 22-1�2' R.B4WS ''�R �,> �� < v �'' ' , `��; , � � �;f� t, ,,% ., x' y .y .�.� ,n ./,!,{afv,t,f,-,f/ t�..,x/� n i i, '� �,/,'� x\A,.,";' � ,i s° PIPE OR ANY �: OR 45' BEND r �'r`r:�;��v v r:�� iry '.«; :� �.� ;�,;�` k'�'`; SCREENED ON-SI"fE 1-1 j2 � � ;:,.`✓,,;� �,u'• ''`x `�'�;f � PROTRUSION •.i� • ,.< `1r-i' �"''�r 1y,:r��!,�%!„�� r',, ',;�n<, ! �� �,`r,;x`,'x; f,�, BELL TYPE PLUG. " .4 < ;l 1� r�.� �:K i .- ,� T.,., h ,�. .��, MINUS MATERIAL AS ,- ;� ,f,, � v; � ,\ ,. .. .. .:. <. .... .: :� :.... :. . .. :.. , �. . .. . . :....:,,.: ;:.. , . .•• - ', �. , . � • WFiERE REQUIRED ' , , .,,, {�{f �{� ..� � � �;� - <,���" g^ APRROVEQ BY ENGINEER. �- ,:' , .� ` , r, � . ,�,,�-�,. � �;,U. �� � . �; �� c `, �'� �, � ', ,,-; ;. ;'` � _,r' '�" � �'� L %,� }\ i � .:. .... �; _ ,�' � ; . .. . �_ ti. x � � � _„ /r �' '\ '\ �` '}, , ,,- � �, �, , f-°' t" r , . 1' d e Fi I . �- �,� �� � �� Sel .t i .; ,..t-' � , <`° t � _� � 3 � 4?' :. � .� , ... .. �. .. , ..y....: . .. . .. , . . , .. ... ...: .. � . :: . . . .. : . . ,.....,:��. . : . ,, ...� . . �., .. .t.. x.. : .. : � . ��`: ;t.�- � pe . ,. ..;,, .... ,: ... .. . .. .. . g .. . .. .......;. . .. .. .� ,.. �... . :,::, :,: .; . �: ,. �� ��. . . ..�,. .,, . ': '` :,' ` ,,`",{ � -.r° ,tf�:� Read Pi Beddin .;�.,., .�.. : ... . . . . .. . : . ..� �.,:.: �: S t { } 6" . .... ., .. ::: .......: �:: -.. �. '��:��:.`::. . �..�., :. �� ,..,:, ,� : :.� ... ...�....���::��:�, ' " .. � ..•,.: ..a tC Y � , �'`�.� � i PHONE CAN �r : EL.ECTRIC (2} 4 �, TRENCFI BACKFlLL \�,�� -..— F1.ow i H s� SDR-35 PVG CONDU{T ec ion Typical i Minimum `i�� ,/�./,�� t � ) ��r' Q.��Q,•.,.._..:::.:.'.:::`:;.:.,::,;�.,Q %'\f, ;.s . : :...:. . .. .. . .. ............ . . CONDUIT EACH The Gas Lfne to be trench�d by 1 4 3 V f r� t�.i� °�f\ . �` 6" MIN. SEPARATIOt� BETWEEN � z GQS Com an Contractar \ . \ P � `ti.�e ��:� ; Y \ \ - . � ti" •'4 � ✓ / '>,: / / � � •- � C. & CAT PHONE ONQUITS / i / ELE V C . \ � � / COMPACTED 6EDDING , � �� . . \ MATERIA� /��: ��. p;. \ \ � WYE..W11N ,45' .ELBOW'. ��t' ' '��Q.g. �: , ; `:.' r/ (ALL BELL FlTi1NGS) �`�` .:;.-p..� '<��."'. %' \\ BERDING SEWER UNE, SEE �/ � t4:.p. �� ?' �i,�",� XONE pIAN FOR SIZE '.-,.. � \` �� � ��f���\, UNOIS7URBED `��� •.; :°;, •�.�,� :.'ti�;\ f : _ ..., : so�� ��\� a;o-,: ,:':,':��:t�:� :;�-�:°:: �.���\ � �,�; e:��;.: ...,:.::: .•::.::..;::.:.:�:.� ,�r ����'� '�/r� �.�/f�r/r1,��ylr� �,%f��l \i°i PIPE SUB-GRADE 6� s� 1/4 OUT5IDE DIAk�ETER MIN. MIN. 6" M{N. PIPE ��Q IQ NG ZQN� N.i.S. N.T.S. N.T,S. N.7.S. N.T.S. � ��WER PIP� BEDDING � �EWER CL.EAN OUT � H JCJINT S�FiVICE TRENCM I GA� TRENCN PX�'E PLASTIC POLYETHYLENE � TAPE TUBE PLASTIC P�� TUBE �ENE TAPE POLYETNY�ENE pjpE T❑ BE USED ❑C�I WATER SERUICE TUBE PTPF - -� - - II � FIELD INSTAL�ATI4N - PO�YETHYLENE WRAP STEP 1- PLACE TUBE QF POIYE?HYLENE MATERtAL ON PIPE PftIpR TQ L4WERING IT INTO PLACE STER 3 EXERCISE CARE T4 PREVENT PENETRATI�N S?EF 2- PULL THE 7UBE OVER THE LENGTH QF lHE PIPE. TAPE ?UBE T4 FIFE AT JOINT. FOLD ST�P 1 T P CIF PE WRAP WITH GRAVEI, ROGKS, ETC, MATERIAL ARQUND 7HE ADJACENT SPI647 END ANL± WRAP W1TH TAPE T4 NOW THE PLASTIC TUBE IN Pl.ACE. STEP 3- OVERLAP FlRST TUBE W1TH ADJACENT TUBE AND 5ECURE 1M7H PLASTIC ADHESIVE TAPE. ?HE PO�YETHYLENE 'tUBE hiATER1AL COVERING THE PIPE SHALL BE L04SE. EXCESS MAiEftIAL SHAl.L SE NEATI.Y DRAWN UP AROUND TNE PIPE BARREL, FOLQED ON 70P OF PIPE AND TAPED IN PtACE. N.T.S. J PC�LYETHEL�NE WRAP c(� zoc�� �oa _ __ _ __ __ _ ___ _ � "�i �i i� �, � � � RESC7RT DESIGN ASSOCIATES ENGINEERING INC �°w��°mwn�o"s.�a.p�o � 81�32 4X 97 • 970 926-3373 W PAX 928-3390 • ARGHITECTURE, PLANNING, INTERIOR DESIGN San Francis�o ' Uffice 6�5 Market Street, 14th Floor ' San Francisco, CA 94105 ' Tel: 415.392.4433 F�ax: 415.392.4454 Louisville Office 357 S. McCaslin Blvd. ' Suit� 200 Louisville, CO 80Q27 '' Tel; 303.449.4433 Fax: 303.926.5233 Avon Office ' 3� W. Benchmark Suite 22q ' Avon, G{? 81620 Tel: 970.949.0899 F`ax; 970.949.0933 infaC�ResartDesign,com ' www.Re�ortDesign.com ' i � i � � i � i i • � . � �C'.VISIOtIS: 11-17-06 PEC SUBM{TTAL 12-20-06 DRB SUBMITTAL 01-16—Q7 PRICING 02-07-07 FINAL DRB d2-20-07 60% PRICING 02-26—Q7 CIVIL SUBMITiAL Q3-20-07 90� CD SET 04-05-07 TOV RESPONSE 04-11-07 BUILDING PERMIT 06-06—Q7 PERMIT SET RESUBMITiAL Drawin� Title. UTIL.ITY DETAILS !• - i i• if• � Pr0 ject Na: �327U.Q4 f Drawn k�y: JEC Checked by: JEC, KAK I Sheet: � � _ _ _ __ _ _? � � � i � TC�WN C� VAiL CIENERA�. NC�T�S 1. Qbtain a Pubiic Way permit from the Tawn of Vdil Department af Pub{ie Works, {970) 479-2158. Obtain all requirad building permits #hrough the Town of Vail Department of Community Develapment, 75 S. Frontage Road, Vail, CO3 81657. 2. Ali contractors shall be licensed to perfarm work within the Town of Vail. Obtoin and pay for cantractor's license at the iown of Yail Department of Community Development, 75 S. Frontoge Road, Voil, CQ 81&57. 3. The contractor shall obtain all necessary s#andards, specifications, permita, bonds, etc. from ai! applicabie agencies prior ta commencement af construction. 4. The puialic and the Town af Vail wiH have the right occupy the public Right af Way and adjacent faciiities during the entire peri4d af canstruction. Perform site work operations to minimize confliots and to facilita#e use of the Rremises and conduct of normal operations. 5. Ail materiats, workmonship, and canstnaction of pubiic improvements shall meet or exceed the s#andards and specificatians set forth in the Tawn of Vuil Gode, Development Standards Nandbaok, Cons#ruction De#ails and appiicable state and fedgral regulations. Where there is ccanflict betwesn thase plans and tha speci�catians, or applicable standards, the most restrictive standard shoil apply. All work shall be inspected and approv�d by the iawn af V�ril. 6. All references to 4ny pubiished standards shaii refer ta the latest revision of said standord, un(ess speci�cally stated otherwise. 7. 1he engineer who has prepared these pCans, try execution andJor seal here�f, does hereby affirm responsibility to the Town af Vaii, as beneficiary af said engineer's work, for any errors and omissions contained in these plans, and approval af these plans by the Town af Vail Engineer shall not relieue the engineer wha has prepared these plc�ns af al) such responsibility. Further, tQ the extent perrrritt�d by law, the engineer hereby agrees to hoid harmiess and indemnify the Town af Vail, and its officers and employees, fr4m and agpinst oll Itabilities which may arise fram ony errors and amissians cantained in these plans. 8. All sanitary sewer, s#orm sewer, pnd water line �onstructian, Qs well as power and othar "dry" utility installations, shall conform ta the locai utility entitfes standards and specifications current at the date of approval af the plans by the Town of Vai1R 9. The type, size, location and number of aii known underyrour�d utiiities are approximate when shown on the drawings. It shall be the responsibifity af the contractor to verify the existence and location of aii underground utilities along the route of the work before commencing new constnaction. The contractar shall be responsi6le for unknown underground utilities. 10. These drawings represent oniy the approximate location of utilitiss and t�re included only for the convenience of the oontractor. Contrac#or sha0 be respQnsible for lacating calf utilities, pipes and structuras. Contaot utility natificatian canter of Calarada (800)-92�-t987 to locate underground focilities. Contaat Town of Vail far additionol lacates (970) 473-2158. Contact Eagle River Water and Sanitation Distric# for odditianol locates (970)-476-7480 ext. 114. Utility lacates ta be perfarmed at least 72 hours prior to any construction activity. Gontractar shall ensure that woric preformed in the proximity to utifiti�s shall be according to the requirements of the requirements of these agenGies. The contractor shall notify the owner s representative af any sxisting utilities which may interfere with the proposed work prior to construction. The con#ractor shall repair all existing utilities to remain which are damaged during constnaction at no fldditionat cost to the owner. 11. The con#rpctor shafl coordinate and cooperote with the Town of Vail, and ati utility cornpa�ies imolved, assuring that ihe work is accomplished in a timely fashion and with a minimum disruption af serv�ce. The contractor shaQ be responsibie tor cantacting, in advanoe, ali parties affscted by any disruption of any utility service as well os the utility campanies, 12. A State Construction Dewatering Wastewater Qischarge Permit is required if dewatering is required in order to faoilitate construction ar if any water is discharged inta c� storrn s�wer, chann�l, irrigation ditch or any waters of the United States. 13. The contractar shall submi# for approval and com ly with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Coiorado Department of Nealth, Water Qur�li#y Contrai Division, at (303) &92-3590� �.$. the Town of Vai! Storm Wdter Qischarge Permit (Contact 970-47�-2333) which�ver is deemed necessary, the Starm Water Managsment Pian, and the Erosion Gontfot Plan. 94. Cantroctor shoN pravide and maintain approved erosion and sediment control "best management practices" (BMP) for the praj�ct duration. Contractor shoii inspect BMP's weekiy a�d after +svery precipitatian event, Contraotor shall dacument inspection and make reports available upon request. Aacumulated sediment and debris shall be removed from a t�mp when the sediment level reaches one half the bmp heights or, �at ony time that the bmp functionality is r�dversely impacted. Ali necessary maintenance �rnd repair shall be campleted within 48 hours of identification, unless otherwise agreed upon. 15. 'The Town of Vail shall not be responsible for ths maintenance of storm dralnag� facili#ies located on private praperty. Moint�nance af on site drainage facilities shatl be the responsibility of the private owners. 16. The Town of Vail shall not be responsible for any damage or injuries sustained as ❑ result of the construction of this praject as a result of groundwflter seepage, whether resulting from groundwater flaoding, structural damage or other damage. 17, 'i'he contractor shall be respansible for insuring tfiot na mud or debris shall be trackad onto the existing public street system. Mud and debris must be remaved within 24 hours by an appropriate mechanical method {i.e. machine broom sweep, light duty front-end loader, etc.) or as oppraved by the Tawn of Vail eonstfuction inspector. 18. The contractor shall natify the Town of Vail Construction inspector (970-4?9-2198) 72 hours prior to the start of any canstruction. If work is suspended for ony periad af time nfter initial start-up, the �antractor shalf notify the Tawn of Yail af reasan far suspension and estimated #ime of suspension. Contractor shall natify the Town of Vail 72 hours prior to restart of construction. i9. The cantractor shall notify the Tawn of Vail Environmental Health Inspector {970-479-2333) at least 2 working days prior t� the �trart of any sartn disturbing activity, ar canstruction on any and all public improvements. 20. The Qwner shall be responsibls for obtaining and submitting to the Town of Vail Constructian fnspector material tests +n ac�ordance with the applicable stc�ndards and speci�cations for all work within the Public Right- af-Way, If the final sails/pavement design report does not carrespand with the results of the original geatechnical report, the Owner shall be respansible for a re-design af the subject pavemen# section. All final safls%pavement design reports shall be prepared by a licensed Professionol Engineer. The final report shall be submitted ta the Town of Vail Constraction Inspeator prior to Flacement of Gase and asphalt. 2i. Priar to placement of #i.B.P. or concrete within ihe publlc Right of Way a mechanical "proof rpll° will t�e required. 'fhe entire subgrade and/or base material shall be rolled with a heavity loaded vehicte having minimum single axle weight of at least 18,000 Ibs, Any subgrade/base section exhibiting excessive pumping or defarmatian as determined by the canstruction inspector shall be reworked, replviced or madified to form a nan-yie{ding surface. ThQ Town of YaN Constnaction inspectar shall be notified 24 hours prior to a "praof rall". 22. The con#ractar shaH fumish electronic and hard copy reproducible As-Built reaord drawings shawing horizantol and vertical locations and elevtrtions of cons#ructed improvements including all utif(ties> and drainage cappurtences prior to acceptance of the project. 23. The con#ractor shall video camera {N} all installed pubMic storm sewer pipe prior ta final paving Qnd/ ar other final surfaas treatments are comp{eted. A oopy af the videa taping shall be provided ta the Tcawn of Vail for review and appraval and record keeping. 24. The contractor shafl be responsible far all aspects of safety -including, but nat limited to, excavation, trenching, shoring, traffic cantra(, and security. Refer to OSHA Publication 222&, Excavating and Trenching. 25. lhe contractar sha[I submit and have approved a Cons#ruction Traffic Control Plan, in accordance with the MUTCR (Manuaf of Uniform 7raffic Control Devices), to the Town of Vai! Construction inspec#or, priar to any construction actiuities within, or affecting, tha Right-of-Way. The �controator sholl be responsibie for providing any ond all trp�c control deviGes as may be required by the construction activities. 26. The contrac#or shall submit to the Town of Vail Censtruotion Inspector and gain approval f�r a construction staging plan, schedule and phasing plan prior ta the $tart of canstruction. 27, Construction sites and s#aging areas rnus# be fenced and maintained ln a secure condition at ait times. Keep fenctng and surr�,unding areas clear of #rash and debris. Any canstruc#ion debris or mud dropp�d inta manholes, pipes, .ar tracked onfio existing roadways shall be removed immediately by cQntractar. Contrnctor shall repair any excavations or pauement fai{ures caused by construction within or in ti�e vicinity of the limits of canstruction. The contractor shall ba responsible for damage due ta oanstructian at no additional costs ta owner. The contractor shall remove all sediment, mud, and canstruction debris that may occumulate in the flaw lines, private property, and public rights 8f ways of the town as a result of this cpnstruc#ion project. Rernovc�l sha�l! be conducted within 48 haurs. Return all constructian staging sites tn their original condition upon comple#ion of the construction praject. 28. Dimensions for layout and canstruction are not ta be scaled from ony drawing. If pertinent dimensians are not shown, contact the Designer far clorification, and anno#ate the dimension an ihe as-built record drawings. 29. The cantractor shall have, onsite at al! times, one (1) signed ccapy of the opproued plans, one (1) copy of the appropriate stnndards and specificafiians, and a copy of any permits and extension agraements needed for the jab. 30. If, during the canstruction process, conditions t�re encountered whiGh could indicate a situation #hat is not identified in the plans or specifications, the contractar shall cantact the Owner„ the Design Engineer and the Town of Vail Consteuation Inspector tmmediately. 31. The Designer shaEl provide, in this location an the plan, tne location and descriptian of the nearest survey benchrnarks for the praject as well as the bcasis of bearings. The informatian shall ae as follows: Benchmarks - Tawn of Vaii Survey Gontrol Basis of Elevotion: SEWER MANH4lE 0820 INV. ELV: 8140.2' FROM ERW&SD ASBUILTS �OCATER AT SW CORNER OF LOT 4 IN WILLOW PLACE. 32. locate, proteat, und maintain bench marks, monuments, cantrol paints and project engineering reference poin#s. Reestablish disturbed or destroyed items at Contractors expense. 33. The contractar shalf be responsible for replacement of any existing materials #hat are damaged during cons#ruction within the limits of aanstruction ar in the vicinity af the limits of construction, flt no additional cast to the Qwner. 34. When an existing asphalt st�eet must be cut, the street must be restared to a candi#ion equal to oF better than its original conditinn. Pc�tching shall be dane in accordance with the Town of Vail Street Repair Standards. The seams af the asphalt patches shall be infrared unless otherwis� instructed by #he iown of Vait Enginesr. 35. Upon completion of canstruction, the si#e shall be cleaned and restored ta a canditian equal to, ar better than, #hat which existed before con�truction, or ta the grades and oandition as required by these plans. 36. Standard Handicap rc�mps are to be canstruated at all curb r�turns as identified on these plans. The construction of these handicap romps shall be in accordance to ADA current standards. 37. After acceptance by the Tawn of Yail, pubiic improvements depicted s'n these ptans sha11 b� guaran#eed to be free from material and warkmanship defects for a minirnum periad of twa yeors from the date of acceptance. 38. The Gontractor shaU be solely and aompletely responsible for the canditions at ond ad,jacent to the job site, inaluding safety af persans and property during perforrnance of #he wark. The contractor shall provide lights, signs, barricades, flagman, or ather devices neaassary ta provide far public safety, pedestrian and vehiculor access as needed. This requirement shall apply continuausly and not be Itmited ta normal working hours. 39. The Contractor sh�ll nat wiltfully proceed with construction as designed when it is obviaus that previously unknown obstruGtians andfor grade di#ferences exist that may not have been known during design. Such conditions shall be immediately brought to the attentian of the awner's representative for decision. The contractar shall assume full responsibility for a1C necessary revisians and repairs due to failure to give such natiflcation at no additianol cost to the Owner. 44. At the end of each working day, the Contractor shall be responsible for connecting the existing s#orm drainage pipes to the newly installed storm drainqge system. AI! drainage systems within ttre construction limits sha11 be maintamad by the Cantractor far the entire duration of the constructian praject. The contractor shall be �esponsible ta maintain a11 drainage within the constn,rction siie and offsite drainage which is directly affected by construation. 41. Contractor shalf be responsible far maintaining the opera#ion of #he existing Tawn atrest lights within the praject limits. The contractar may provide temporary street lighting appraved by Town of Vail, when existing street lights are removed. 42. Gontrac#ar shall be r�sponsible fpr maintaining the aperation of existinq 7awn irrigatit�n lines within the project limits unless otherwise approved by the Town of Vail. 43. It is the responsibility of the contractor to protect and preserve all tr�es, bushes, shrubs and cover in a manner acceptable ta the owner. All areas of 7awn af Vail Right-ot-Wa�y disturbed during canstruction shall be we�l graded ta drain, covered with a minimum of 4-inches of top sail, fer-tilized, mutched and re-seeded accarding to the Town of Va`rl s standard specifications. 44. Contractar sha11 maintain access to fire department hydrnnts and cannectians shall be maintained throughou# construction unless otherwise approved by the Town of Vail Fire D�portment. � � � T � � � � � � � � � VIGINITY MAP 1. The Contractor shaii conform to a0 Town of Vail rules, regulations and s#ipulations while accessing through or working in the Town. 2. Aipine Engineering Inc., Town af Vaii Engineering and the Ow�er's represer�tcrtive are to be natified by the Cantractor at least 4$ hours priar to any construction. 3. Alpine Engineering, Inc„ assumes no respansibility for utility locations. It is the Contractor's respa�sibility ta fiefd verify the locatian of oll utilities prior to commencement af any constructian. 4. The Contractor shall tak� all appropriata precautions to signifie4ntly reduce any potential pollution caused by his activities, including vehicle fueling, storpge of fertilizers ar chemicals, ete. The Contractor shall hove identified procedures far handling potential pollutants ond have identified spill prevention and response procedures prior to ony ractivities 5. The Gonfiractor shall minimize all off site soil tracking. All sail tracked off site sfiall be immediotely cleaned up to the satisfaction of the Owner and the Town of Vail. 6. Afl excavating far roodwQy, retaining walls and drainage faoi{ities and other trenches shall meet OSHA requirements. ?. The Owner's representative will designote staging areas. 8. The Contractor shafl abtain all permits necessary far eonstruction. 9. The Controctor shatl keep a set of contract drawings marked up to ful{y indicote asbuilt conditions, The drowings shall be provided to Alpine Engineering, Inc. upon campletion of this work. 14. Safety is the responsibility of the Cantractor. The En9ineer is nat responsible for safety in, on or about Praject Site, nor for compliance by the appropriate party with any regu{ations relati�g thereto. 11. Observations of the work in progress and on-site visits are not to be canstrued as a guarantee or warranty by the Engineer of the Contractor's contractual obligatiar�s. 12. 1f any groundwater is encountered the Can#ractor shall contact Alpine Engineering, Inc., and the praject geotechnical engineer immediately, 13. The Contraotor shtill maintain traffic at all #imes to the satisfaction of the Owner arrd the Town of Vail. The Contrac#or shall minimize troffic disruptians and provide adequate safety precautions and signage ta �nsure public safety. 14. The Contractor shall protect and preserve all trees, bushes, shrvbs, nnd graund cover in Q manner acceptable to the Owner. 15. The Contractor shall attend a mandatory preconstruction meet�ng with the Town of Vail Engineering Dept, and Alpine Engineering, Inc., prior to the start of construction. 16. ;he Contractar shall maintain existing drainage channels, culverts, and appurtenances during construction as necessary to protect raads ond property. UTIL['fY Ct�M"AC"T� A. Water 8c Sewer System (Eagle River Water & Sanitation District) Fred Hasle� / (970} 476-7480 B. Electric (Ho(y Cross Energy, Inc.) / Jeff Vroom (970) 947-54�5 C. Telephone (Qwest) j Steve Waters (970) 513-7189 D. Gas {Excel Energy} f Kit Bogart (970) 262-4024 E. CATV (Comcast) f Brad Dorcas (970) 468-2689 ext, 1100 _ _ _ _ _ __ __ _ _. .. � CONSULTANT C4NTACTS A. Stev� Virostek (Owner) / Triumph Develapment (3(}1) 657-1112 B. Resort Design Assaciates (Architect) / Mike Foster (303) 449-4433 G. Alpine Engin�ering Inc. {Givil) f�lason Cowles {970) 926-3373 ext. 238 D. Town ofi Vaii Public Works j Tom Kassmel (97Q) 479-2235 E, HP Geotechnical (Geatechnical} f Dave Young {970) 945-7988 F. KL&A, Inc. (Structrural) j Jake Hohmann (97Q) 667-2426 G. Beaudin Ganze (Mechanical) / Marc Sacconi (970) 949-6108 s�"i��-r- x%,ir��x CC}VER SHEET SHEET 1 Q�' S PLAN AND PROFILE SHEET 2 �F 5 PLAN ANd PRfJFILE SNEET 3(3F 5 PLAN AND PROF'11.F . SHEET 4�OF' 5 DETAI�S SHEET 5 t�F 5 C� 20Q7 RDA i� i' ��" � � � � f REStJRT DESIGN ASSOCIATES .. . f � ' i' i_ . ► San Frar�cisco a�FfiC@ 625 Market Street, 14th Flaor San Francisco, CA 94105 Tel: 415.392.4433 Fax: 415.392.4454 Louisville �ffice 357 S. McCasiin Blvd. Suite 20d L.ouisville, GQ 80C}27 Tel: 303,449.4433 Fax: 303.926.5233 Avon Office 30 W. Benchmark Suite 220 Avan, �C} 81620 Tel: 970,949.0899 Fax: 970.949.0933 infoC�ResortDesign.com www. R esortDesign. com � � ( � � • � • ii • � � � i « � i f�BVISIUi1S: 11-17-Q6 PEC SUBMITTAL 12-24-06 DR8 SUBMITTAL t}1-1C-07 PRICING 02-07-07 FINAL DRB 02-2fl-07 60% PRICING D2-26-07 C1VIL SUBMITTAL �3-20-07 9Q� Cd SET fJ4-05--07 TOV RESPONSE 04-11-07 BUILQING PERMIT 06-06-47 PERMIT SET RESUBMITTAL � � � - � � � � � � � � � i �• - • i« �i• Pro ject Na: 23�7fl.40 I Drawn by: JEC Checked by: JEC, KAK ( �Jil�'8�: � �� � 2% ar Ses P�an •.- NOTES: �° 1. PR4ViDE 6" OF COMPACTED C�ASS 6 ROAD BASE BEDDING 2. COMPACT SUBGRAQE TO � 95% MODIFIED PROCTQR DENSiTY � � �.. N.T.S. � � � AVERS (Typ.) 2'-0" �� 2'-0" 24„ � y 1 24» . �' . t° = SEE TABLE FOR "� REINFORCEMENT SECTION $PECS VARIES 2% or Se"' e Plans EXFANSION JOiNT r,,-FL.dWLiNE FQR FL4W ACROSS PAN ; � CONTRACTION JOINT EXPANSIQN JOINT / ' ' � /f GUTIER APRON SHAL1. BE 10" F�OWUNE ON UNIFORM GRADE THICK AND HAVE SAME REIN- BETWEEN RADIAL POINTS FQRCEMENT AS CROSSPAN PLAN VIEW PAN N11RE MESH REPLACE WITH REBAR LENGTH CALLED �'OR HAVING END AREA OF 36' 6 x 6- 4,4 0.10 Sq. In. Per Ft. (#4 � 18" E.W.} 46' 6 x 6- 2,2 0.13 Sq. In. Per Fi. (#4 � 18" E,W.) 64' 6 x 6- 4,Q 0.2Q Sq. In. Per Ft. {#4 tt� 12" E.W.) 84' Two 6x6 - 2,2 0.26 5q. In. Per F't. (#4 C�D 9" E.W.) , ! . .�, _, CONIRACTIQN JOINT FpR CRCtSSPANS LQNGER THAN 36' PAVING 12" CL �2» +- - -- 2� or >, „ � 2� or See- Plans►- 12 �„ ,�„ 12 Se P�ans r ; c � � � ' ,�' � , '� � t . � � `E� ��� � � � � . -� `1.:�._ s ,, ,. � . , ��� � , .� n � ° �� � � � - , , , _ � .�. , .-� - ,;- � � , _ =��, _ , : � , . , , � _ a �.. .�- __ _ -� � ,� . . �-� = � ,,- � ,, �;, ; , � , rv��, ,. -r � 1 r , , m _ ; - � � ' < i. � � �� � �y � �t �� 1 ' b-�� ,. � _ i� w i _� ,_ � . ✓ " ��� � �_, _ ..� _ ..., _ _ __ � �� ��' 1.� ) {7 , ;✓, � .-. _ _ -_ �, - � �� � _ Y�_ � �._._ _ � �� _ 1. GONCRETE TO HAVE 4,000 PSI G6MPRESSIYE STENGTH Q 28 DAYS. � 2. ADD 1.5 iBS OF FlBER MESH REINFORCEMENT PER CUBIC YARQ OF CONCREIE. 3. PRQVIDE 8" OF COMPACTED CLASS 6 ROAD BASE BEDDING N.T.S. B 2' CONCRETE PAN N.T.S. YARiES PEft PI.AN �» r <'%�f � � ti \ "' �i ��%' ` ' 3 � � ��,�� �o ,a_,.,....._..------�' NOiE: '� SEE GRADING PIAN FOR ' , ,� � � � � f SPII.L CUi28 LC1CA710NS , s �= a � ., � ` i r' _a� _'' " .�_.� � � �.�. �. � .J�� _.. �. ...�...`� ,� ._ `w. M1` ..! "' . . " rv SPIL.L CURB � VARIES PER PI.AN 6" ..�-- `��"''�'", , , ` ,f �� , Q � s, ���� �� �:;; � ;- , .�,_�� ,..,�� r �.� � i : t. � � �s' �, _` �� '.� `..''� % �^., ;r ',� ; . . � . _ � ,� �, r � F. � J , � -'"'„'-,,.,,- � 3 �.���.i r �� zqtidS�, 3+SS �r if" 4 `-`?,.rv r - _ ��_ � �' �` � �=�c � � c�-reH cuR� __�g� NQTES: 1. BACKfiLL, SEE DETAIL 4F CUFjF7LL S�OPE 2. SI.�'E AT 1" PER F(}OT 3, PAVEMENT, SEE TYPICAL PAVEMENT SEGTIONS 4. PRQVIDE CONTRAGTiON JOINTS 10' O.C. MAXIASUM 5. PROVIOE EXPANSION JOINTS 10D' Q.C. MAXIMUM 6. SLQPE kT 1/2" PER FQOT 7. CONCRETE TO HAVE 4,Od0 PSI CQMPRESSIYE STENG7H C� 2$ DAYS 8. ADR 1,5 LBS OF F18ER I�ESH ftEINFQRCEMENT PER CUBIC YARD OF CONCRETE 9. PROYIDE 6" OF COMPAC'iEQ CLASS 6 ROAL1 BASE BEDDING 10. C4MPACT SUBGRApE T4 95% MODIFlED PRQCTOR DENSITY N.T.S. C GURB AI�D �UiER � p � I NE�NAH R--3357--A � a-� i 3� Q- � FRAME AND �RATE � � �-----1 � � � -� GRAlE UFi1NG STRARS GRATE - . � • • a s � '• •. i- i"aC'+�i■►?+�i��T."i�71 �� ��� A� i�J) .�....'�-....�g..�.�.• •i � • i L � e-a-v-o"-ai ���� �� i� � .�w.. �..�► ....w. ► - . � w� � . �+�it'�►i'�i�i�.j , �, ' . r . - .• l �' � � � I � � o � CV t� �i��TES: 1. CATCH BA51NS ARE � - - - DESiGMED TO MEET ASTM C$58 WITH AASHTO HS-20 �n -m,. �'-�» L4ADING. JOINT DETAI� 4,`�„ 2. QPENINGS MAY BE I.00ATED AS REQUIRED. j�� ��°�� p�A� �/��W 3. CHECK HARDWARE SEC130N \ � ,. _ AQGESSORIES� SEE JOINT � k � : ao 4. INSTA�L 18" SUMP ON ALL DETAIL - - - - - - - W �� IN�ETS � (�° � vi rr � I � = x 5. A�L GRAIES WITFiIN R.O.W. . - - - - - - - - _ ` TO BE BICYGLE FRiENQLY. (�.. � _ _ _ _ _ � �t 1- n � �� � ( � � �___� ¢ �� �{ 8 II l[ � I I o N !I I( ° i� �I N� 11 II x �' �� i � - II II � �e � ---- �-- '`' �° ua , `1'_1 p" r � 1 -10„ �„ 2'-0" �� r 9 1 j2" ��i�� 9 1/2" -.•- LEFT SIDE VIEW �ECTIC}N A--A �ATCN BASIN �'S�R �8�� HEIGHT COdE WEIGMT WT. 3.740� 1' C6231 R 930# 2' C6232R 1.860# 3' CB233R 2�790# 2'x3' IN�ET �� � :� DANpY BAG � INSTALLATi�! ANQ MQ(�'(�,�(3�,F.�iIDEIJNES Installa#ion. Tha empty Dandy Bag shauld be placed ovar the grQte as #he grate stands on and, If usin4 optianal oii absarfrents; piace obaorben# piflow tn pouch, on the bottam (below-grade side} af the unit. Attoch obsorbent piUow ta tether toop. Tuck tha e�dosure flop T�side to campletely enciose the grate. Holding the lifting devices (do �o# rely on lifting devices to suppart tha antire weigh# of tho grote), place #he grate into its frome. Maintenance: Remove ali accumulated sediment and debris from surFace and vicinity of unit after aach storm avemt. Ramave sedirnent that has accumulated within the containment area of the dondy Bag os naaded. lf using optianal oii absa'bants; remave and repiace absorbdnt piilow when near saturation. RIM ELEVA710N, STATION AND QFFSET POINT � N.T.S. E � ��,,4. ., .� � � ` DUMMY GROOVE JO1NT. CURB dc GUTIER Q 5' O.C. COJ�jj3AC110N JOINTS PWREQ JOINT 1/2' PRE-MOLDEp �ql� JOINT Flt1Ei? CURB dc GUTfER �� � � � � ;; �„ � � F.�(,PANSION JOINTS . i . i.25 CULVERT OUTSIDE DtA. MIN. �''TRENGH SACKFlLL.,� � �: Fl � �a 4 �'�� � � ��� �� r '��. z � " N c�ss s �f �w ` � r , .- � Ro,aaaASe = 4 , � * � �i y/ � r. >. BEQDING .,{ �. � ZONE �oisTUR�m'''`, Hx � ��� sa�� �, � ti��- Sl, 4. ti�� � ��' �' -�� r,� PIPE ��,,%��. \/r_,:;.�`� 'f�`�`�.` r�``�'�iA�/'��ti BGRADE � O.D., ��L�YEfiT �E DING .QETA�.L �� ��" �'�;f�,`<,,: `�i=- SEE SPECIFlGATIONS �C ��` FOR COMPAG710N �,,�,� REQUtREMENTS ,�,,,,,� i" '(RENCH BACKFlLL � �,; BEDDIN6 20NE SEE t����✓ 4��� ABOVE PIPE SUBGRADE. ,;`/`r � � STABIUZATiON � �;;%,�}fi�ir,�r`� � MA?Ei21A� IF REQUIRED �ENCH ZONES CUL.VERT BEDDING o a o fr o` o. � � � ��'� <. �n � al �� � y 4:1 G`" ° 4:1 �+. z �`� 4:1 4:1 �;� � � ° � ,6 °< .O � '`� e ' . <a ., , � <j� , ,� SCALE 1"=3' w 1 1 1 :c%����C%� .�.�.�������.ly .r���,�,� t,�,���.��,,a.. SLAB TOP FOR • � �' : • , VERStZE CURB INLETS ""2���-" � {SLAB THICKNESS VARiES, ; , ` SEE SH4P DRAWINGS} ,. 3.00' .� INLET HEIGH7 TO BE ADJUSTED R��,' TO ACCOMODATE SLAB TOP ' <. .a � . ��CT�� �� #4at12" MH COVER TO READ '"STORM SEWER". MH FRAME ANd COVER HS20 2'-Q" LOADING RATED OR EGIUAL. RING & COVER SET TO NON-SHRINK PARAL�EL FINISHED SURFACE GRQUT ADJUST TO REQUIRED GRADE W{TH A MAXIMUM r,. OF SIX 2" TNICK REINFORCED CONCRETE GRADING � Q RINGS SET IN NON-SHRINK GROUT 1,_g.. PRECAST REWFORCEE� C4NCRETE MH INSIDE LIP TO BE MAX CONE, QR SLAB TOP IF REQUIRED (REFER HIGHER THAN TO SLAB TOP DETAIL) `i° OUTSIDE L.IP ° `� � g" INSTALL 1" DIAMETER RUB�R-NEK JOINT GASKET AND GROUT JOINTS INSIDE AND OUTSIDE, GROUT �IFT HQLES ON INTERIOR, 1NSTAL.� 1 1/2" DIA. RUB'R-NEK ON MANHO�ES LARGER THAN 4g" � y � S�� n�' PRECAST REINFORCED CQNCRETE MANHOLE p W -� BARRE� PER ASTM-C478 WITH STEPS. � ,�. 5" MIN 1.T.1'P» �� � z Q 4'-0" DIA MANHOLE C7fMENSIQNS o"? AL MANHOLE STEPS PIPE DIMENSIONS '� `� Wj BITUMINOUS OR 15" - 24" DIAMETER = 4, - 0" '= PLASTIC GOATED 27" - 36" QIAMETER = 5' - 4"' ° MA INDUSTRIES 42" - 48" DIAMETER = 6, - 0" OR EQUAI. 54" - fi0" DIAMETER = 7' _ �" PROVIDE HIGH STRENGTH, NON-SHRINK GRDUT ARUUND PIPE AT KNOCKOUT LOCATIONS `�' PIPE PIPE $" MIN � � > � � � �����i� " . v . . , . MIN 12" 8" BASE COMPACTED 3/4" SCREENED ROCK MIN N.T.S. F �TCJRM MA(�HOL� PRE-CAST MANHOLE BASE ANQ FfRST BARREL SE�TION GASi MONOLITHIC PER ASTM-G478 MN FRAME AND COVER RING AND COVER-SET TO D& � A-1046 OR EQUIV. PARALLEL. FfNISHED SURFACE NON-SHRINK ADJUST TO REQUIRED GRADE WITH A GROU7 MAXIMUM OF ONE-2" THICK REINFORCED CONG. 6RADE RINGS SET IN NON- iv¢ �' . SHRINK GROUT `-� 2' AMCOR PRECAST EGCENTRIC CQNE a 1'-9" iNSTALL 1" DIAMETER RUB'R-NEK i MAX 9"F ' {OR EQUAL) JOINT GASKET AND GROUT � � JOINTS INSIDE AND OUTSIDE, GROUT LIFT NQ�ES ON INIERIOR, INSTALL 1 1 f2" s QIAMETER RUB'R-NEK ON MANMO�ES LARGER THAN 48" ADD PRECAST RISERS MIN. I.D, 48" or �AMCQR PRECAST BOX SASE �ID OR EQUIV. AS NECESSARY QR REIt�FORCED CAST- A5 FQUND � lN-RLACE CONCRETE � TO NEEDED HEIGNT i ��� � ��� ALL MANMOLE STEPS � f ` " WITH BITUMINOUS OR PLASi1C COATED 16'.n,�,C. MA INDUSTRIES �_ FLOW �R EQUAL �, .,�� � HAND SHAPE AS NECESSARY ARQUND PIPE � '1 / " TO PROVIQE DRAINAGE �`�. -�' # 4 U at i2" w C� , � '"' ?=-' c" �°O� - All bases MIN 12" COMPACTED 3%4"� � � ` � ` �� � � � � � #� 4 at 12" SCREENED RQCK PIPE O.D. + 6 lNCNES 8" MIN SECTION B--B M�U4--2C� �AST--IN-PLACE SLAB BASE MANNOLE Scale: 1" = 3,-0" GENERAL NOTE 1. A�L CONCRETE WORK SNALL COMPLY WITH LATEST ACI-31$ SPECIFICATIONS . • . . � � � �►_■� 1.1P OF PAN jEGDE OF ASPHALT j� 2"x3' SLAB TQP OPENING U FOR Fl2AME & GRAIE CURB OWLINE ,�,�.--;-'`"�i� �.' �. . a r.. � w . � ..._ ..�� ...�:.. :..._,..-'-._... r ` ..�... � ...�... ',-._....s...s..._,.._..._...._... ..._...._...�. � .' 2,00' wau �icKr�ESS va�iEs � RCF ' �� � ,,,.,.,--; .,. BACK OF GURB �"'` - 3.00', SLAB TQP LANDSCAPED AREA '�"� _ � EXAMPLE OVERSIZE CU�B IN�ET-PLAN VIEW ♦ �"1 �� �' � � hJ.T.S. I FORM f`I.OWI_INE TO MATCH GRATE 2' PAN � NEENAH R3357-A CONCRETE FRAME AND GRATE pAN FLARE � , 2' X 3` BOX with 98" SUMP .r ��}�ICq�� 6" 24" 6„ SECTION X--X ly � � I � . � I � � � ., � �, � • , �. �-- / ,' / f l.. �j J � ` % , .J / f �r _ � �,,� 2' X 3' PRECAST Bt�X ��', ��. `� ,. 7 „ �, z �'_..� �' � __.. Q PORM FLOWL.INE c��n ?� MATCN GRATE I � f a z' PAr� '" Y- "�'�i 6" 24" 6" � 1 . � � , RIN� dc Cov� ACCESS OPENING 6RADE RIN�S--�� AS REQ�D. � FLAT TOP a�� RISER eas� GASKET MATERIAL �� � 1. GURB INLET SIZES VARY. REFER TO P�AN FOR INLET SIZES AND INVERT INFORMAl10N. THE FABRICATOR SHALL PR�VIDE SHOP DRAWINGS FOR APPROVAL PRIOR TQ THE INSTALLATION OF CURB INLETS. 2. CURB INLET SIZES INDICATED ARE INS@E OF BOX DIMENSIONS. 3. ALL CURB INLETS OTFIER THAN THE 2'x3' CURB INC�T WILL F�EQUIRE A SLA� TOP WITH 7HE APPR4PRIATE SIZE OPENING TO AGCOMODATE A CAS'i1NES, WC., FRAME AND GRATE IFG-3246-L OR APPROVED EQUA�. 4. KNOCKOUTS SHALL BE PF20VIDED pN A�L SIDES OF CURB INLETS WHERE CULVERT OPENINGS ARE NOT PREFABRICAIED. 5. ALL CURB {NLETS SHAI1 BE DESIGNEp ACC4RDING TO ASTM C867-8i AND ASTM �$58-83. CURB IN�ETS SHALL ALS4 BE DESIGNED FOR AASHTO NS-20 LOADING WCLUDING THOSE INLETS WNICH REQUIRE SLAB TOPS. 6. THE CULVERT CENTERLINES ARE ALIGNED WITH THE MIQ-POINT Q� THE INSIDE FACE OF INLET. 7. THE INSIDE FACE OF CURB INLETS ARE ALIGfVED W(TH THE LIP OF PAN IN AI1. CASES, I.E., QVERSIZED IN�ETS ARE SET �ACK FROM ROAQ. L�] � 1.�TU�pS ARE DESIGNEO TO MEET ASTMi C478 WITN AA�NT4 HS-2Q L4ADING. 2. OPENINGS MAY B6 PLACED AS FtECtUCRED» 3. Atl HARDWARE MAY BE CAST ir� as Re�auiR�o. �� �� .; . � '�i � C !• � � ; r " ' 1 � -- .___ � �� ��� �iiui �: t �� i� �; � i N # s RESCIRT DESIGN ASSOCIATES EN�INEERfNG INC EDWARDE$DWARDS,��� ! 81832BQX 97 « 97Q 42&-3373 • FAX 928-3390 • ARCNITECTURE, PLANNING, INTERIOR DE�IGN San Francisco Uffice 625 Market Street> 14th Floor San Francisco, GA 94105 Tel: 415.392.4433 Fax: 415.392.4454 Louisville Office 357 S. McCasiin Blvd. Suite 2Q0 Louisville, CO 80027 Tel: 303.449.4433 �C1X. J��J�.�2FJ.�J��JJ� Avon Office 30 W. Benchmark Suite �za Avon, CO 81620 Tel. 970.949.4899 Fax: 970.949.0933 infaC�ResortDesign.com www.R�sortDesign. com � �� o� � i- 4 O � �� � �Q M � Revisions: 11-17-06 PEC SUBMITTR� 12-20-p6 DRB SUBMITTRL 01-16-07 PRICING 02--07-07 FINAL dRB 02-20-07 64% PRlCING 02-26-07 CIVI� SUBMITTAL 03-20-07 90% CD SET 04-05-07 T4V RESPQNSE 04-11-Q7 BUILDING PERMIT 06-t}6-07 PERMIT SET RESUBMITTAL "� r. . - i "�j� � . � it DCIt{': NOV. QFJ, ZOOE'J P�����t Na; �32�0.00 dC'ClWC1 ��l: �i�� Checked by: JEC, KAK Sh eet: � - � V� �