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Lion Square Lodge North Building 2008 Public Works Set.pdf
LION SQUARE LODGE - NORTH BUILDING VAIL COLORADO March 7 , 2008 � ASI # 3 p M E L IC K ASSOCIATES INC . � A O b d FFAUG o ¢ooe TOwry of VniL _. Iii MISSION 1111 111 : 1 111111milill 11111 ! 1 11 1 IIIIIIIA�II ; m I mi : 1 ! 1 ! 1! : X Xit t ,,x III NI, t t, I kill t 0 I JO Jill ei ItI t Op I is 41, 0 . ....... t E3140 t 1 000 t t t t" t Oil Jill TW t 0. 0 00 8136 * 50 t t A 00.1" t t z t z #Oak FG t t k it i �q ... z t e ��i. �O ... ..... ....... 9 9 t 1 111,11 liql .. ..... .......... 8129 * 55 8128* 61 .. ........ . .............. I tit tot'..., I %t,tt FG ELEVATIONS ALONG EG EG ......... . WALL MATCH EXISTING 8129 * 95 JIN ........ IN 8139 * 06 x FG ---- ..... . GROUND 9 1 . ............. ...... Tw 8133 * 45 t"N".111111111",it , 81 28 tv/ 81935956 r r TW I ........ A FG MATCH FUTURE it FIG i Oil ZOI SIDEWALK MATCH FUTURE SIDEWALK 81 40oOO z 1 00 8:139900 813 TW 0 4 *Op lu kBY OTHE S ) ( BY OTHERS 8140900 ..Ill I I I I I I FG FG W 8128940 95 PROPOSED WALL .. .... ......... .....I I A GRADING PER TOV PW FIG Ell IIII.9+++ O 3� 7 BELOW GRADE 4 COMMENTS FIG itRISERS REo STRUCTURAL 8128 * 26 r r FIG rr 8128olO r 8127JJ68 rr AE1 FIG .......... + .......... ... ::..,r. 99 812840 r r 38 F A r. 9 r REo ARC 0 r. LEGEND r 9 2 1 8128o2 r r i Vr r r r r9. VARIE r r. 9 9 1 058- 40 ... r r. r9 r 9 S 5 4r r r 5 TO r rr .......... - STRUCTURAL FOR WALL + + r r r FG � FINISHED GRADE FIG 70 FIG r D RAILING 0 r r AN r r. TW� TOP OF WALL rr r 8127o86 r ._r r 9 r r 4 ........ . . AEI r *A SEE SHEET C1 . 1 FOR BW= BOTTOM OF WALL CONCRETE D 4 r 9 r EXPOSE 19. r t 1 ++ r r OF +++ DESIGN IN THIS AREA r BUILDING FACE BVC = BEGIN VERTICAL CURVE SIDEWALK r r 8137 * 73 r r rr MVC � MID VERTICAL CURVE r FG REO ARCH ... ........ EVC = END VERTICAL CURVE 8136 * 0 GRA ES 0 RE * STRUCT NOTl ............ A r , r r r r BOTTOM OF RETAINING WALL ELEVATIONS r r r r r r I I I I FG r r r r r MOUNTABLE r 44 r rr rr r rr r r r r 9 ...... REFER TO THE FINISHED GRADE , NOT THE 81 74 9 00 r Z r 4d 4. - IJ1 % B ( BY AOO*4 .......... r Ur r. + rr A4 BOTTOM OF STIR CTURE BELOW GRADE A .119 91, 4. _ RS ) 8128 * 2 0 OTHE +++: r .9999999 9,9,r r r r r r r r r r 9 9 r r r r r r r 1 1 r r r 99.99 r r;r 99999 9,r r r r FIG 0 99 9 199 9 9 9 9 r r r .9 99 99 9 r r 1 9 11 1 -r...9 9- 99 9r r r r � r r r r r r 99 r r r 99 .99 9 .9 9 r 9 9 r99999 999 r r -9 9 9 r r r r r 99 r I r O,t.r r �l .9 r 99999rr 999 9999 r 9 9 r r r r -,r r , Ov i9 9.. 999 9 r r r r 9 i,r 9,99 r r r r 99 r 99 9 9 999 9 19 9 r r 9 9 9 r r r 9r r r r 9 9 9 1....... 66 99 66 66 r r 19 9 9 99 r r 9 r 9 r r r 9 9 66 6 6 169, 19 66 11 6 1 6 1 r 61 99 99 r r r r 9 r r r r 99 9 9 FIG 911 1 9 1 99 99 r r 9r 999 99 r r 66 16 6 6 r 9 99 9 r r 9 6 66 r 9 99 99 99 9 9 r 9 & 66 66 6 6 6 6 1 6 6, 611, &1& 1 6 6666 6 6& 1 66.11 .6.6. .9... 6 6666 1.....9r 999.1..... 11666 66 11 & _ 6666 &6 .... ... 6 & ..........66 .6.. r 6 11 ' 666 6 11 66 1 66666 &6 6 ... 6...1 666.6 61& I.I I 1 6 6.6 6 6 6 6&I r 6 : 6 6 66666 & ......... 6 666. ......6 6666.. ......& 6.6666 6 , ,&,9 6 6r r r. I....... 9.... 9.9 16 6 66 6 - 6 6666 , & 6 66.6.6 6. r . ...... ...66 6 11 6. r r 1,19, .........9 MODIFIED ADA 1 ;4w 14 6 , 666 _ 66. ...I., r�: I....1,666 6666. 6 6 666666666 1&6 1&6 6, r . 6 1", 1 6:", - 6 666666666 1&6 1&6 6, 66666. 1 6611 .9,91 666666 6 11 6 1 _16 66& 6 66.6.. r 666.........6 666 r e6 6 6 6 6%9 1 r..,r 9 9 9 6 1 6666666666 ri� 9 6.... JO I .............66.6rr 91 ............r r 6... r r 9 9..... 999 999.��2 91 .+ . 6r 81 V 65 r r. O.r l99.9 m 91 1. r + r 6 66...9.........6rr.....r66r ...9.1 ..r r rr I rrr 61 919. 9 199.9.9. 999 9 ....r r r ..99 6..r r .1 11 r r r.r r r.6 r- r r r r.6.6 6 .r%, %r, r r r 99999.999 1 r r r r r r-.r r r..6. :r:r:r:r r:. 9 9 0.090 91 16. r r r r.r r.r.r r r r r 9 r 9 19 1 0. 6. 1 1 1 r r r r r r .9 999 99. r r 6...99.9.. r r r r r r r r r. r 11 RAMP 66... ....r r,r 6 r r r r.r 9 r. r 9.9 9. 6 r r r r r r r r O.r r 9 9 9 9 r r 1 1 9 9 19.9.99 9 9 r r r. r.r r r r r r r r r 9 r 9 9 9 r r r r 999 6 .9.9 9.9 9.9.9...r.r r r r 99 99999 99 r r.r r r r r r r I.r r r..9...99., r r 9 9 9 9 9 9 r r r r r r r 9 9 r r r 9 99 .9.9 ill 91 +r r r r ........ r 9 9 r 9 r 9 r r r r r 9 99 r r 66 6 6 6 6 1 66 6 1 1 6 6 6 r AEI .r r r r r,9 66 6 1 1 1 r.6 9 66 66 1 &I I 61 6 1 6 6 6 6 1 1 6 r 1 6 6 6 1 1 6 6 1 1 1 6 6 1 1 1 6 6 6 1 1 1 6 1 66% 1 r�6� 66 6 r r.r r 0, r.r r r r r SEE DETAILS 8128, 15 r r r 9 r 9 j r r r r r r 81 28* 26 r r r r r r r 9 r r r 30 66 1 666 6 0 66&6 6 r r 9 r r 121 6 . ..... 66 6 66 _6 66 6666 1 6 66 6 6 6 1 1 r 9 r r r r 9 6666 FG ............ .I I I I I I I I.I I .I I I I.�r.r FIG .666 &.91 9 9.. r... 99+ r rr r 66 25 66 6...1 r 9 9 9 9 9 9 9 9 r r 9 9,9,r .r 6666. r 9, r r r 9 9999 r r r r r r r r 99 9 9.9.9.r. 9 r r r r 9.9.9 'T 66 & 666 666 6 r 6 6 r 66666 66. r 6 r r- .9 r r r r r r r : + 81 04 REMOVE EXIST WALL 99 F9 9 9 r 9 9 4 vt 1 39�59 66 1 6 6 r 6 666...:+ 66.6&66&I I L r r++ 4 VE TO 6 " OUTSIDE OF ...........-or r W r ,99 .9 9T 9.9,999999 +1 1 + .9.9,r9.9 9.9 .9.9.9,9.9 itDRAIN 9 9 9 r r r r r r r r r r 1 99.9 r r r 9 9 9 9 r 9 r r r I I r 1 9 9 9 9 9 1 1 1 r Z. AREA 9. . . r 9 r I r I I I I r 9 9 9 r 24, ... 9 9 PROPOSED GRADI NG AND DRAINAGE OVER BUILDING AND UNDERGROUND PARKIN G r r 9 .... ...........& RIM 81 31 . 40 �9 r 9 r .... .....:++: ++ +++ INV OUT� 8129 . 5 r I 1 r,r r r r r 1 9 r 9. r r 9 99 1, 9.9.9, r RE * ARCH , STRUCTURAL, MECHANICAL 4 RISERS 0 699EA 128o4 itr r FIG r r 9. r RAIL RE * ARCH 9 " PVC 0 2 * 4/0'Or PROPOSED BUILDING AND UNDERGROUND PARKING REMOVE EXIST WALL CONCRETE WALL CONNECT AREA DRAIN 0 I6554 4 + + REO ARCH O,Oorrr r TO 6 " ON BOTH SIDES W/RAILING r r I r r r TO TRENCH D RAI N RE 99 r 9 r r r 9 9 9 9 r r FG ....... H < 3* 5 ' 99 PLUMBING r 8128 * 3+2 99 r r REO STRUCTURAL r r r r r r r r r Ir FIG I A*A A r 1 2o 8 LF 6 " PVC 0 2 %8131 * 90 r WALL REo ARCH MATCH FUTURE SIDEWALK G BW .... .. rr 1 M4 0 % r 9 AND AREA DRAIN r ( BY OTHERS 81 31+ 1 RISER 1 -1 F NV OUT= 8124. 5 t0 6 EA ++r I I PROPOSED r r r 9 9 9 9 99 9 99, 999 9 9.9 r r r r r r 9 9 r BOULDER 4 BUILDING 8127o93 + FIG _r I I I I I I I I I I I I I I I I I I I I I I I 1 9 1 1 9 9 1 1 1 1 9 1 1 1 1 r% I I r OUTLINE . RE * ARCH r tINV. 6 PVCiiiiiiiiiii� 81 24. 0 % % r ....... r 81 27943 it813tJ9 RE * LANDSCAPE r. r 9 r r r r r r r r r. 9 9 99 9, 99 9 r 99 9 9 9 r r j 74 A�r 9 9 9 9 DI SCH ARGE FROM BUILDIN G 9 9 999 9 7* rr 9 9 9 1 1 FIG In b FOR MORE DETAIL RE * PLUMBING CONCRETE r r Ol d 1 1117 7 3 O.r:r:r r r:r:r:r r z > r r 99 r r r r r r r r..9.9.r I r 999 ,rrr r r -r-1 rr SIDEWALK Ir r IFG r 0 8128.40 r 6098 LF 6 ' PVC @ 2 * 4% r r INLET W/GRATE RE * ARCH 99... 1211111111111117 " RISERS EXISTING BUILDING FF r. 7 r. .. rr RIM 8124. 40 1 r r r. REMOVE AREA INLET AND OUTLINE it :::::r r r 9 r Qo u Jill I I..I I RE * ARCH < I I I I.I I I I.I.I r r INV IN � 812155 itr SIDEWALK MATERIAL L 3 < z z z z r r r 9 r I I r r 1 8128.40 0 A 4 ......r 1 9 9 ...r r�i FF 8127,90 812 r 9 9 'AA INV OUT� 3122. 35 PVC .4 r RE * ARCH 0 7o 81 71 TW NV 8120685 655 SUMP 1 4 25ol LF 6 " PVC @ 6 % FIG 12 " HDPE OUT @ 2 % r r 2 A A r 8128 * 40 AND AREA DRAIN r u j .I.I.I. WALL r r RIM � 8125 . 75 I I I I I I r 9..9 9 9 r 9 END 30. 3\ 4 r r r. r r 1 91 1 r r r. An 812/,qu 4 rr RE * STRUCTURAL r .1 ...... r Qrw PROPOSED BUILDING 8128.40 . . ... r r SETBACK LINE FF 1`31 24o 5 + INV OUTIiiiiiiiiii, r ' " . UU I LINE 4 4 ..... < ( TYPill )�iiiiiiiiiiiiix ... FG r COVER EXISTING INLET W/SOLID r 8122 9 124 itGRATE /STEEL PLATE r itrr r 9 .,.,r r r FG 9 r r r r.81,V . 4 EVC 9 1 9 9 r r 8127.64 r r r 9. 9 ...... W2453 r ol I Fill 8 T,\ 0 6 T�N 12575 RIM 8125* 30 ( EXIST) 4d 46 .... r�.9.r PROPERTY LINE r Fu r r r Or 1%1, r r �r r r 9 9 9 999 9 9 r r r 999 9 r 9 1 NV IN = 81 22 . 20 ( N EW) A Oil _b ( TYPI. ) -i r r r r 5127.90 r r r %FIG r r rr r r IS I 2.5. 8or 4d INV OUT� 8121 . 99 ( EXIST) r 8128.40 r 9 r, r 6 RISERS SUMP INV 8120* 49 FF ...... SITE WALLS r 77' i4 r _r+ r. rr . 14-08 G ASI # 3 3 REo ARCH� rrr r r r ...I.......... r r 9 6 * 8 " EA RCP OUT @ 17 . 83 ~ ( EXIST) 8127.9 r 81 25 * 37 r 7 A r r FG r %% r r. RAIL RE * ARCH 9 2 r 2r5* r r r r r 9 5 FIG r FOR CONSTRUCTION - 15-08 .9.9 I999 9999 ...... .. 91999 r r IF WALL R ARC 99 999999, 9 9 9 r 999 r r r% 0.OOOOl 9i:999: 4- r I I I.I I 9,9 9 9 9 r 9 9 9 r r 4 44- 41 PLAN REV . COMMENT A r Fill M ATCH FUTURE SIDEWALK r 1 r :!9:9 % + ++ + ++ r..9 9 1+ + + + + + r - 13-07 ::r: ++++++ 8 99 99 r r :r 9 r 9rr ( BY OTHERS ) r ++r r 9 9 r +r A ...... FG r COMMENTS r j!k., r r r 9 9 9 9 9 9 27.59 r 99 4 r r r 99 PLAN REV . r BIN ........ ISIG r 9 1 r 99 19,9 9 9 r 0;:;r r r ..r r.r r r r 9 9 ET 19 -99999 r r r r . r r r 0 r r r r r r r S9 r r r r 1,r 9 8128,40 9 r .99 .9 9 r r r ...........9 r r 9 9 9 9 9�. r 9 r r r 9 1 r 1 9 1 r r 9 9 9 r r 9 r TS FF r 9 r PLAN REV , COMMEN . ...N.... 5-23-07 r r 9 9 9 9 9, r 9 r 9+ It1 9 . r: +:+.:,:.9 r,r -0.9 r 9 + 0.0.0. T r Ir ell r ++ zz z Ile r r 9 + 9 9 1 r r r r m27,90 r ....................8128.40 r 9 r r r r r r r r - 16-07 r r 9.99 9 9 r r PERMIT 2 r r 9.r r r r r r r r r 9 r 9 2 b Fill rG 8127,90 ...... t4ll A FGA FIG 90% COORDINATION 1 - 19-07 I I I.I I I I.I I id 81 ++1 + + 1 4 A A ISSUED FOR * DATE : t. ., +. 4 94 9.9 9 %9.9 u F A A 4 I%% % 1I........... . ..... 8124.38 8127 68 ' . 4 _ryo FIG _)Rm.....14 1 SErBACK ...... Fill 6552+ 6553 81 26 74/% %% I&127., 26.......... ...............%% % 1550 6 It8127, 44.......... I I I I I I I I I I+ + %% "lift %: ..... . .... .. ...... +i ...... REVIEWED BY: 8127. 7 �T FOR EE %% :6548 7 AREA . . . ..... I EEN REVIEWED BY THE ;+ it6547%% +% ...... 8128* 45 ... ................ II.I I I I 1 1r CONFORMANCE TO LO Y* THE IREVIEW DOES NOT IMPLY RESPONSIBILITY BY THE > < FOLLOWING LOCAL ENTITIES FOR CONCEPT AND itI %REVIEWING DEPARTMENT, THE LOCAL ENTITY ....... . 6551 81 26. 89 THI" DRMI AND IENGINEER , OR THE LOCAL ENTITY FOR ACCURACY B ER ...... IIIUO F THE DESIGN . DEA& DE IGNS A D A R A Nit G M E N T S E ALL LAND itEINT ED HE R EBY A E AND SHAI T E P R itr:rr r 9 IARCHIFEM AO NO PAR ' OJ` TH EAGLE RIVER WATER AND SANITATION DISTRICT RE* MATCH fUTURE . SIDEWALK PROPERTY ...... .... -D .......... RE : ANDS% % % L JOSE �::: .. THERE F SHAI B COPIED ........... % BY OTH ERS)w -JERSO. % '5ED N A-NY BY: FOR MORE � DE L .... BN DATEo PRO WORK OR FOR WHICH THEY HAV' PREPARED Wi P.0 LJT CONSE11Jill OF WRi7c....... -NIF Cy WIT' THESE THE ARC 11=T. VISUAL CO A + M ...... DRAWHNGS 0 R SHAL: HOLY CROSS ENERGY EXISTING STOR ititV ACC EPTANC E OF TH RESTR:CT4ONSI W R:7 N SEWE R ( TYPO. itBY: DATE : itDRAWINGS SHAL' HAI'll DIMENSIONS ON TH. ESE itI% PRECEDENCE OVE 5CALED D;M' N S ONT,S. IE PROPOSED ROAD CON 'll"ImONUIRS CON ACIll' RS SHA; V�Ri�v, A N0 B RESPONSIB IITI-OR A; L DIMENSIONS AND COND ONS ON IHE XCEL ENERGY STOI DRAIN AND UTILIIIIES% %...........9 .. r 9 OF AN JORJ� AND �1 OFF; IJCE MUF H N F'Eb IN TI-IIS OTj AND IVARIATIONS OM :OB I A NED FROM ARABELLE It :1.,r+., BY TH E DRAWINtill BY* DATE : i+I%% r>(.1 0 DEVELOPMENT ENGINEERING PLANS 0 QWEST e++ 11 ++ itx SITE AND BY: DATE. % %% GRADING PLAN COMCAST CABLE BY: DATE CD CIO CD CIO low Co CQ iiiiiii. CV) GRAPHIC SCALE 10 0 5 10 20 40 mal 11111111 Ill 11 ill! III Ar Ef ICU 00 IN FEET tp �: I inch 10 ft. PEAK LAND CONSULTANTS, INC. LGR A TOV 7OMMEN 0) PEAK CIVIL ENGINEERING, INC . a) chi 970-476-8644 FAX 970-476-8616 1000 LIONS RIDGE LOOP VAIL, CID 81657 m- r � MINI L . ILL L ILL �L L Lz L �L ALL DETAILS SHALL FOLLOW ALPINE ENGINEERING S ARRABELLE DESIGN PLANSIT Vl 29 ANY CHANGES TO FINISH OF WALLS SHALL BE DONE BY OTHERS. Oil all LL WIl F .. ...... _ t ILL L ILL, .. '• ':. -.: cd, ' .... .... ,.. .. 1 LINEWEIGHTS MORE LEGIBLE IN WALL PROFILES ILL CURB RAM 8136 . 64 FG + NOTE : FOR WALL MODIFICATION TAPER C`U'RS_ IAD DETAILS RE : STRUCTURAL 0 " , T® 6 " 8136 . 52 EGIN PATH GRADE /TOW MODIFICATION TBC 61 ( STA 0 + 00 ) END TOW MODIFICATION ( STA EMU \ \ ` F _ ' 8135 . 74 0 + 68 . 61 ) LL 1166 EVISED SIDEWALK GRADE FG ( INSULATE IF REQ ' D RE : ND PATH GRADE MODIFICATION LILL 16 8140 :. .._..... L ..... .. .. . . o S .611 . A + h L . 8135`. 67 TRUCTURAL Q- ' FG FINISHED GRADE ® EXISTING :GROUND FRONT WALL sTA o+22.s2 6 6r6 AND F n ' . . � � ELEV: 8127.15 WA TA. 0+68.60 4 CONCRETE ' PAIV ;: STA: 0+00 ELEV: 8126.63 T pE TOP 0 -P p q . : ' 81. 3 5 . 0 4 ELEV: 8125.33 STA: 0+63.68 9 \, a 5 SIDEWALK' 81354 0 ` ELEV:...s126.z,. ... o FG __. " i :. � :\e;,,Rer , . , ,. u',u ,: J :\ \: \ :..�a.::+:'^"+n^'C•,\a^,Sn•O"'F:';', � .w. °TR�?5: ,.: - , � -mc;-:.!.,}p J^C;'[.'R^F.:�^c_o�^.••-, iSRa;'F� _ _ 135 . 14 ,..� `.r.,, \..,, .,, ,. \. \ \ . \. ,,. , \ , .\ ., ,. , •. ,�\o. ,,. , .�: , ., „\. \. \ i _ ,. ,. \��\E,,:: , v. c• c .,o fi:o :a ... ,, ,.:, '4: J:A. ,\. , \. \. \a. � r::,, :aa ,49: ) q „Qpn . J. J \: C� , /,, : O.q:, •f.�,\\:\ .:w ,. ,, ,. b: 0;.4.:v ; , , ,�: v.. J.\\.1+ ,tF \ .: J , � ,. , \ tCn :o :R`.hp:\\:'4> JJ.R�:p�.p,:i: i \. \�.•. . \. J O':v. n \ \ v.w •. v ,. \ ,Y 4,.0a J: i� J\���\: v. fiR.i\\:ia :J-., �C`: � , ,: \ Q \ .� \ „ v ,. . .. :'. .nl ..,, ,.\ ,. '' �`ma v . T , n ..', . , :, : Y S` ,. .. \:J,J O J:fi ` v J.`p:, j.:3-:J':C':,y u•\, \ Q�\\c. S ` o„ \:�V:a GRADE FOR WEST: - EOP - , _ ,. ,.. , . ,.. .. , \ c. , .o �.:,a : \\: a. at,. o. \• ac:.\> ov.:,.. ,.. , . ,. ,: o. . •+. a. \ , .yfi tF t . , \. \. a. a ..,c. \\ aa. a.\,: as: , \. ..,,.. c ,\ � a ' uo , . :: . a . a. , uuVn0S6cv� v::,a O:.ya O . \ .� c` . � O\ \: ,: 6fi .�:.S..:a`::4: ,:�•:. J U. J. \ J: \: v o:S�o..,�,� .0\\, DRIVEWAY FROM ,�� , . � . 6. :a.,J J .p.:,v , . . '\. v, ,, . , . ,:. .. ,.\.. . .. 4 \ v.o .0..0':9Q 6Y V``••v � \ , ., \ \ v\, ,,, :,�\.\ . .-.. .., �: _ . �„ , : ,,.,,,E ALPINE DESIG , , �i. ' aa. ,,,,gym.,mc„o v , 1 8120 , 8134658 sra: o+oo ; ` ELEV 812 . 8120.68 010 F G 0.68 STA. 0+19.50 ELEV: 8120.68 . ' Ld ELEV: 8120.68 ST�4. 0+52.73 U STXi 0+68.60 TAF ER CURB HEAD 8134 . 32 A PROX TOP OF 4 WATER SERVICE - BOF VER MI ) E 8121 .68 � _ . ♦ �5 STA: 0+13.50 ;' W � \ . , ELEV. 8116.98 TO 6 FG Z �, _ z >66 ELEV. T . '.... :. . . LJ.. G3 W tn. -� ELEV. 8112.6 Z Z ? O STA: 0+31 .4 K? ' • �E-I�`�o�- 5 1 00 0 II d r n ; r� � nonc � n o " tern T� � c- rnk rinr- JLI \ V9u _ d' rr I CURB RAMP ' A�nr ) E) n x N Z N N, pp (lC DIDC - Q '1 7A A II �i o 8134 . 42 lnrn -re � cMD \ nn= � flf� -7 (` !l \ /� R - FG > n�I-S -r n I IA " C , ni / n > [- + 0+ 00 11 8134 . 27 ;\ t TBC GENERAL NOTES . • MODIFICATION , NOTE . FOR WALL MODIF MATCH . F UTURE SIDEWALK:: DETAILS RE : STRUCTURAL _%16 LF - 4 PVC SLEEVE : 8140 ...... _.. _ _ ._.... , . . ........ _ _..... _ ......... _ _....r r FOR FUTURE TRAFFIC Tow TOW TOW TOW REMOVE WALL 3 sTA a+ 53. 4s ., CAMERA STA 0+ 27. 58 STA 0+ 32: 97 STA o+ 43. 12 0 D I FY TO W AND FOOTER TO STA 0 + 27 . 58 EL 23. s8 �' � ' -�, z-�_ � EL 23 58' EL 23x8 -: END STA 0 + 81 . 65 E 2 , BEGIN MODIFY TOW DE OF ...... _... 6 CENTERLINE GRA :.. . .. STAN 0+81,49 . EL 8125 08 STA 0+00.31 . ROADWAY ADJACENT TO ELEV: 81116.91 STA: 0+14.76 spa--e+ss s� ELEV, ;. r, ry o. ne�zz ti FOLLOW SOUTH DRIVE TO F ., ELEV, 8126,03 ' w ... R. .. ,. ,.., \ v.. .. ., - . ,. ,. \.., . , :. o :, . ,.. ,�. .. . ,. b: A.. , .__ .:>..:. .::::. � :....,:: rl.�'.: �-. 1111++4:, ;w•w+w :Y}� ED FILE ; _.. 3 WATER , ; , ♦ N E VALVES r TO � TJN C#�(3t1 f3 " U RAMP 8 2 � _ ._ . _ _. _ OVER WATE _ . . .. _. ._ _. _. . . _.. __ . .. . . _ _ _. . _ . . , .. _ _ .. .. .. . _ _ _ _ _.. .. - LL. 2 TY LfNE , , . .. (RED . .. ; . ;: ;..:. .. .. : . _ .� PROPER MAY B E R E QU - . . _, ,,,. ,.,. .,, ,,,, ,, ,,,, ,,,, ,,::.,, ,,.., , , , , ,,,, ., . . :� MAIN STA. 0+12.62 - , x \ ELEV: 8120.99 STA: 0+27.83 O . TYP:. ® VERIFY DEPTH IN FIELd VER • � „ � � ._ , nn n r� insn - ('�A T� I 1 A � ELEV: 8118.99 STA. +48.48 ,,. ,:, .. ., , ,. „a .( ''� .' " ) Lil�1Ti�CT1�7L�F�L�-�7T� 7-i Ll 11 V V 2 ;. \ j � ELEV: 8118.99 ® k 2 ,\- r-- _ STA:: 0+79.04 REMOVE „ 4.99 „ \ STA: 0+55.35 - 00 STA. 0+ 00 ELEV: 8 ELEV: 8114.99 STA: 1 +01 . 50 , c .... . . . ,. .. ,, _ _ . . ELEVc ' 8421gg.. _._..._._... . . .. .. _......: . . ... ......... ..... . g p0 txt ELEV. 8112.99 t•_' '; a; `.. _ AND REPLACE AMCOR u U Lo _ ,. � .,, SITE WALL 1 W � \ + STA: 1 +21 . PHONE VAULT o oil � ' ELEV: 8710. MATCH FUTURE IDEWAL 1 ' ,2s: 4 REMOVE ENTIRE WALL z 1n > BOF (4 COVER MIN . ) N z g €� Z cc STA. 0+61 .35 �; BY OTHERS INCLUDING FOOTERS ( COORDINATE W/ QWEST) - - ELEV: :8112.60 - GRADE 2: 1 MAX FROM BACK IM = 8123 . 60 'I ` c9 ao STA: 1 + z > ` ELEV: 81 3 - � WALK z OF , : . ;; , ;:," � 6,:28.24 `• ": . :�, .. � _.... _ ... ____ __ _.. . _ _. __..._ ..,66. \ 892722 ? _ .. TAPER CURB HEAIj: G � ,, ,> N . 0 TO 6 r0 � . l � , er GRADE ne X, - \ •' Ate' . " 8127- FG 94 SITE WALL 2 SEE PROFILE FG 26.87 4 n„ T , . REMOVE TOW 0 TOP OF °° ' c " \ c� :, FOOTER . . .. . ... .... . . ' ��� h. t �., CURB RAMP E 1 + 00 24.81 ` > . 0+ 00 ,: . .: ,:. � .�: � ;, , ,,. ADD INLET DRAIN STA 0 + 00 TO 0 + 68 . 61 �. . 6.31 � .,� T„ FG L' 24.49 , FG RIM - 23 . 55 175 .. . 4, ry '' AS I # 3 3- 14-08 X€ST 8228.31 A 23.84 9 FL; x X CONSTRUCTION 2- 15-08 � :' .: o ELETE OR E . UTILITY PLAN FOR CO S O \::: 2538 ,:,,� "..h, y O , GENERAL NOTE I �12z23 = ABANDON DRA N , FAR q. , .; : 1. ,y. XISr p, . rr. 4 .. : c „ STUB THICKNESS AND WIDTH AND ALL WALL 666 6 .116 . F 23.85 . t SIRRVICE . ST RUCTURAL SCHEDULE FOR WALL THICKNESS , FOOTER T i F . , . 1 . REFER TO THE TYPICAL SITE RETAINING WALL ST PLAN_REV ._COMMENTS 2 8125.84 > : 4 . :. 4 � ! , : _ . : _ �, :,. _ ,,; S WN ON THIS PLAN . .. ALL DIMENSIONS WILL VARY FROM THOSE _ HO ,, : • , ,, , .. : :\ ,: _. _ .�_ ., : STRUCTURAL INFORMATION . STRUCTURAL W FG - - n n 11 ICT , , __. .... .,. ,;:. ' : G ,:. `, ., :. /, . F.:, , ._,. �. :�..,:. .: .Z:<:-- 8 13 07 :: . :: , .. 8426:.73.. . �� , ., < , � � _ . , .. � _ :.�n� .. .. ..._ . a- NOTE . SITE WALL 3 RAILING DETAILS RE . STR A n C W:_: ... ..,. . .. ...,.: ....... .,::::. .. ._ :_ .:,, .. .. .. . _ .. . . ,, ... : . .:., . _. .. .... ,.,_ .. ..: ._ . _.... fir. ... .::::,...._. . .,:: ti'a � , N , _ _ _ _ COMMENTS 8112495 _ DETAILS . PLAN REV . CO _ __ _ _ _ w . _ . __ ._ _ . _ ___ _ _ _ . \ _ _ REMENTS AND / : : CHITEGTURAL TREATMEN AND RAILING REQUI / >, ._ _ � : . EETSCAPE DRAWINGS FOR WALL AR ,., REFER TO ARGHITECTURA N OR STR ,., , 8224.3 w R . , , .. __ _ _ _ _ _ . >;> _ _ E INLET END . _ R WEEP HOLES 8 TO 10 O . C . W MIRlFI 140N FILTER ,. > ..:: : . : _ ::.: ., 6 7 113 AND 10 SHALL HAVE 1 . 5 DIAMETER / �.a :; `. ,....., 3 . SI WALLS p :: :,:: . ... ... . ..,. ,.� . .:.:. ... : : � ,... . . ,..-. : _ _ _ _ TE 1 , 2 , 5 , PLAN REV . COMMENTS .. 8325.7 ::. - - :.. - ..•;•2117 -,.: . . ,hy, . .. .: 3 ::_.. ::. H +S'.f .._ IST r< s $1223 $8. ss: , }t 5 23 07 s , > . , _ _ , �.. �. . . o. .,..., .�.._. S FOR ALL COMPACTION REQUIREMENTS , A >; r � ..: , : .. . . ... : _, ,. . -� _. :: .� ..._..._._. 0±66 4. SEE SPECIFICATION 'a a s12s5 � v: ._, :- .__ ._.....: Y....�.H.. PERMIT 2- 16-07 :::,< ,.:. . 8124 51 ` :<::\ . ;: fL _; • S i a T SIDE ' -:. � r � T ,::>. . R ` .:, .. ,. ,: ; : ., , „ VIEWED FROM THE CU C R PROFILES ARE AT THE FACE OF WALL ON THE CUT SIDE . ALL PROFILES ARE EXI rNG INLET ,_; � 5 . HORIZONTAL ALIGNMENTS FOR THESE WALL 1 - 19-07 ''�� r 8125 . 00 < a � \ ' - a 50� �- 90% COORDINATION I - 8122 . 90 {f. < -�. `� FG OF THE WALL . DATE :1.- ;._ ...-- � -� ,� ��-• - �' ISSUED FOR : 1 V ` IN :- 8119 . 85 > a SITE WALL 9 IS NOT CAST- IN - PLACE CONCRETE . SITE WALL 9 IS A SHORING WALL WITH THE TOP SEVERAL FEET OF THE SHORING WALL MODIFIED TO �. 6 S 1 : ._ 6 > . n .. .>.. D THE STRUCTURAL ENGINEER . NVQUT819 f , " CREATE A RETAINING WALL . THE REQUIRED MODIFICATIONS SHALL BE COORDINATED WITH THE SHORING CONSULTANT AN IS Mv� I ANT' S P ATCH ` FUTURE SIDEWALK 7 . REFER TO BUILDING SUB - DRAIN CONSULT LANS FOR INFORMATION REGARDING SUB DRAINS BEHIND SITE WALLS 3 AND ( BY OTHERS ) \ PVI ELEV = 8126 . 50 PVI STA = 3+ 55. 35 r \,:: I A. D. _ - 5. 73 SITE WALL 3 SEE PROFILE oo V PVI ELEV = 8115. 75 \ K = 5. 00 - 195 K A. - 0 REMOVE ' WALL IN�L . FOOTER I ' I 1 = s. 00 I \\ 28. 66 VC _. _ 117. 0 C _ r r 4 v - \\\ \ oDl oY owe o N o + . 58 � 0' V L �` S 0 + 27 . 58 < TO 0 +` 1 . 5 + .- N M N N w� N r. 00 + 00 N N to �'' ii it + ao ao r ti Ld I+ O \ w N Co \ - 07 W m r LA \ w , x -- -- W W U ................................. . ......... .. U U TIi ORAI+d€ G5 AND S 'LCft ::AC;C, 5 .� \ T iv .,u �:: :. \ V w -. 814° m l'� w i:�•."'.i1S. t�i,. Ci(.7I�tS >P'.�it.Z "�.�I*�./i 1 ... W \ ,, G <: -PRE, Q , 0' A, T �ER_BY , .CE AN:. \ s \ � STING ? ROP°;?TY C�� 1 �€E s` �i;.�Hi' EC', F\:``< C Fd'`J f�r"�fZ' RECONSTRU T _ v . _ _ . . .. PI'rOPOSED CL Tr-i. �c> tit S. .�L, � �'�• I c,. �la,� cis :� ` u o ;; ; 5. 27 FINISHED GRADE 1 . _RS, � � [u .. ORTH SIDE OF ROAD � , -� v WORK OR °RO :: �._ F 1R WHICH T� Eu k faY 3 °I TO HERE �E � Rw v�fiTHOtaT THw € TC \ vOsT c F 1 . 00 .... . ... . _._...._._ ........... . THE ARO lTECT. VIiUAL i -AC°: WITH THESE \ q . ... .... .. .... .. RAWINGS OR SFFty€Fi AC �S ). .ALL .. . ......_.. . ..: ... S 2° : rr: i "iT: T CON CI i :iit'+f V: Dl"NCE O„ Ann nicIA/ 0QTTQk CTA ltd W_ �1Y,1 E - C�THESE RCSTR'�.Tt..3\5 . V4 �c� : tu� O T _ Olr'v1E€\iS :i='F$ ON THESE ORAY�itiGS S: iA,L: NF,VE t MAT STING ROAD ?? C;I 7E'�CE OVER SC'.�` t.Et� '�irtiiE�SlO?wS. A N CONTRACTORS SHAt.I. V=R€EY, b D BE RES?CNS[BI_E \ TERSEOCMTION !WI P01 T - D • : N e r. :.. T IN OR ALL r , ON .� � ct , I©. a i_ :<• t`a HEAD CIRCLE :c r e NOTIFIED >. ; .� WEST LIORIS 3OB, AT T} , �F. : E N,v. , BE NOTIFIE� Oi A� . p �• ,� n \ p � In DcDI A / ` C ITC �1T�7� L. p-1 �i � " :. . r:.. . ...... ._....... ...... . VARIATIONS r R0? ? Hu L 4t . ,S1O�d AND a > 8400 , •-,: ; , , : v ,"I-I" (` III� R nNln (` ITTC-0 C1nC \A/ nl L! \" CONDITIONS SHOr4 M , THaE �RANIi \ ,,s. \ `.. \ ; \\ 8080. 00 n \ / ri 0+36.97 \ a \ °° °° ROADWAY \ CO O L6 N pj \, � � NM N NN N � N � � � � � � cc IMPROVEMENT i \ \ 4+ 0o PLAN O+oo O �' 2+ 00 3+ 00 a N d' N O M GRAPHIC SCALE , o o s 10 20 v P4 kiln h { IN FEET ) Cq/ 1 inch = 10 ft. 3 PEAK LAND CONSULTANTS, INC . PEAK CIVIL ENGINEERING , INC . n CQ 970-476-8644 FAX 970-476-8616 rn 1000 LION'S RIDGE LOOP VAIL, CO 81657 rn N , C 0 N eti I 11 ;:I! 1 1 1 1 1 1 1 : 1 1 ; I 1 1 ; I 1 1 : 11 ililll ! ll � 11111 ill ! 1111 , 11111millmill ! I I !!; I ! I , I I 1 i I 1 � ll Ill 1 : 11iiiiiiijilll ! lll 11 1 1 1 1 ; Ill 1 1 1 1 1 IN, 1, I I . I . \ I, l l�l I I'�, I I \� I I I \ k. . 1. . I , . ,., � I I k�. \� ,�i I I \ It I I �% .IM I : I I, ,I I I\\ � to ::::.N., .... I \\ I � 1 l I I � �__. I 11 I I N, . I It l I ,* 1 Al kill . \ IN I I \ : , I � ::::" " N. \ � � I I 1, I I . ,I k. 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I I I r � . p . . 0 w l I 9 r AT IT . . wo CID u d 00% Ag"illillillillIllilk NTAUMFbo' " TE00% UTILITY N * UTILITY Uki 0 0 `llllllllllllllllllllllllllmlllll� Cq NN 1 , MARK ALL SERVICE ENDS WITH FENCE POSTS SPRAY PAINTED PER THEIR RESPECTIVE COLOR. 5o ALL SEWER MAINS AND SERVICES SHALL HAVE A MINIMUM COVER OF 4. 5 FEET PER EAGLE RIVER WATER & SANITATION CV) A SEWER & WATER ( EAGLE RIVER WATER & SANITATION DISTRICT) - 970- 476 - 7480 ll� tkkN STANDARD SPECIFICATIONS. 1:9 2, ALL SANITARY SEWER AND WATER LINE CONSTRUCTION FOR THE SEWER AND WATER SYSTEM SHALL CONFORM TO THE B ELECTRIC ( HOLY CROSS ENERGY) - JEFF VROOM 970- 945- 5491 GRAPHIC SCALE . . tp EAGLE RIVER WATER AND SANITATION DISTRICT REGULATIONS AND SPECIFICATIONS AND SHALL BE ACCEPTED BY 6, ALL WATER MAINS, WATER SERVICES & HYDRANT ASSEMBLIES SHALL HAVE A MINIMUM COVER OF 7 FEET PER EAGLE � C TELEPHONE ( QWEST) - SAM TOOLEY 970- 468 - 6860 10 0 5 10 20 40 PC ERW&SD PRIOR TO PROJECT COMPLETION , IT IS THE CONTRACTORTS RESPONSIBILITY TO COORDINATE ALL WORK RIVER WATER & SANITATION STANDARD SPECIFICATIONS. i:4 iiiiiiilliii,,illililiiii:li Aw% I ASSOCIATED NTH THE SEWER AND WATER SYSTEM . D GAS ( XCEL ENERGY) - KIT BOGERT 970 - 262 - 4024 IiIIIIII11oll 1!1''111!11111:111111 /om% Ar u ll� I I 1 rn 7, THE CONTRACTOR SHALL VERIFY EXISTING PIPE OR MANHOLE INVERTS AT TIE- IN POINTS PRIOR TO CONSTRUCTION . i N I t%" I m m IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ��� EO 3. THE CONTRACTOR SHALL KEEP 2 SETS OF CONTRACT DRAWINGS MARKED UP TO FULLY INDICATE AS- BUILT E CABLE TV ( COMCAST) - JIM KOMISKI 970- 949 - 1224 klamillillillillill z 0 0 Cq CONDITIONS. THE DRAWINGS SHALL BE PROVIDED TO PEAK CIVIL ENGINEERING, INC. AND THE OWNER UPON 8, ALL WORK TO THE SHALLOW UTILITY SYSTEM SHALL BE PER EACH RESPECTIVE UTILITY COMPANIES SPECIFICATIONS, CONTACT ,kkk1 ol COMPLETION OF THIS WORK, WHERE PRACTICAL THE CONTRACTOR IS TO PROVIDE AT LEAST TWO TIES FROM EACH PERSPECTIVE UTILITY COMPANY TO REVIEW PLANS AND COORDINATE CONSTRUCTION BEFORE CONSTRUCTION BEGINS. PEAK CIVIL ENGINEERING, INC. ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS . PRIOR TO I IN FEET ) Im I � PHYSICAL MONUMENTS TO ALL FITTINGS, VALVES, MANHOLES, AND THE END OF ALL SERVICE LINES. BEGINNING ANY CONSTRUCTION , THE CONTRACTOR SHALL CONTACT ALL APPROPRIATE UTILITY COMPANIES 1 inch = 10 ft, i ro 9, IT IS THE CONTRACTORS RESPONSIBILITY TO SCHEDULE A PRE- CONSTRUCTION MEETING NTH ALL UTILITY COMPANIES 48 ,`� 4, PEAK CIVIL ENGINEERING, INC, ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. PRIOR TO BEGINNING HOURS PRIOR TO ANY CONSTRUCTION . MEETING SHALL TAKE PLACE WITH OWNER, ENGINEER, AND RESPECTIVE UTILITY COMPANY. FOR LINE LOCATIONS . HE SHALL THEN LOCATE ALL UTILITIES ( INCLUDING DEPTH ) . ANY CONFLICTS WITH T li to ANY CONSTRUCTION , THE CONTRACTOR SHALL CONTACT ALL APPROPRIATE UTILITY COMPANIES FOR LINE LOCATIONS. 10, CONDUIT REQUIREMENTS FOR EACH SHALLOW UTILITY COMPANY SHALL BE VERIFIED PRIOR TO CONSTRUCTION . TRUCTION SHALL BE BROUGHT TO THE ATTENTION OF PEAK CIVIL ENGINEERING, INC . A�l�iiiii'lli'll'i'lli'lli'llilill Cq PEAK LAND CONSULTANTS, INC. 11"ttl HE SHALL THEN LOCATE ALL UTILITIES (INCLUDING DEPTH) . IF ANY CONFLICTS WITH THE PROPOSED CONSTRUCT10N ARE FOUND, SO THAT LINE OR GRADE CHANGES CAN BE MADE TO ELIMINATE ANY CONFLICTS WITH THESE UTILITIES . . .10"t' � \\� � \ I 111 \�� \\\ \� \\\ \� I\ \, 117� \1 ill I I ; k\ \ Tililill' m . I \\N 11\\ % I �\� I.. , - v : 71 i I l � I I I 1 4 .1 i . . r l l l , I I I I I I "I t . I r I . . I r T! 9 9 . . ) f m 0) THE CONTRACTOR SHALL CONTACT PEAK CIVIL ENGINEERING TO REVIEW, ALL EXISTING UTILITIES SHALL BE PROTECTED FROM DAMAGE PEAK CIVIL ENGINEERING, INC . C-3 ALL EXISTING UTILITIES SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR . DAMAGED UTILITIES I littllf BY THE CONTRACTOR. DAMAGED UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER AND IS 970-476-8644 FAX 970-476-8616 1 SHALL BE REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER , 1000 LIONS RIDGE LOOP VAIL, C081657 0 CONSIDERED PART OF THE WORK. 0 11111111111111111, 11 I � l 111111! 11 I i � ii I iiiiiiiiiiiiiiii CL3 iii , iiiiiii ' llillillillililliill ! I Ill 1111ml ! l1mill ! I 1111111mmilliall i I ! 11 I MIN I I ! 11111 I : i : iiiiilill � iiii � i : 11 1 ; -- - - 1 ! ! I ' ll ; im ; 11 I I ____ _____ ____ ___ _____ ___ - ____ __ _____ i I I 111l : 1I iiiiii , iiiiiii, 1! � iiiiiii 111 I i I ii � � ,� � . . . . 04 ,ttki . z ell 71 T-4 1 /2' 41- 10 3/8" 71-411 111-27/811 5 11 1-011 1-011 1 1.011 4 I-OH 151-63/411 191-1 1 /411 mwr 8 10 6 21 1 7 141-73/411 T 5 -6 1 /2" 7 7 p I T 19'-5 1 /4' 101-411 115-73/411 161-OR 1 1 i I 101-33/411 41-43/411 7 7 7 7 5 . 1 7 7 7 T �! SOD COVERED ROOF If WALL / PAINTED METAL RAILING . 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B13C) I DEC K D2908 SL( PE 1 -2 W17 9 BQ I D :CK 3 _�wi 8 ' SLOPE 2=96B 5 2> D294B 1 G - O" SETBACK F?� W18 -Z r Clio"DLCK IB Q ; i � D fill/ PROPERTY LINE SL04 E, X A A4 . 1 SIM. .5 iSLOPE 11 3 IW17 . 5 3 161316 DECK R MODELED EXISTING UILOING A6 .4 SLOPE W17 W18 3 -2 A6 .4 F2 A41. 1 3D 3 THESE DRAWINGS AND SPECIFICATIONS AND THE A4 . 1 IDEAS, DESIGNS AND ARRANGEMENTS A5 .2 A� .2 r I REPRESENTED THEREBY ARE AND SHALL REMAIN 3 PROPERTY OF THE ARCHITECT, AND NO PART A4 . 1 THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY 2 WORK OR PROJECT FOR WHICH THEY HAVE BEEN A6 .4 ' r PREPARED WITHOUT THE WRITTEN CONSENTOF 313 THE ARCHITECT. VISUAL CONTACT WITH THESE A4 . 1 DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF A5 . 1 STRICTIONS. WRITTEN ACCEPTANCE OF THESE RE DIMENSIONS ON THESE DRAWINGS SHALL HAVE DIMENSIONS. PRECEDENCE OVER SCALED 1 1 CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE T-4 I 4H _01h 41 ou 4 P-9 1 /2" W.F. 151-611 191-21( IT 11-411 1 i I I I i 121-4 1 /4H 4'-4 3/4N 1 21 '-3 1 /4' 16 8 -011 10 -OR 21 JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY -6 AL 6 191-6 1 /2" 12 51 1 /2' 1 14'-3 3/4 VARIATIONS FROM THE DIMENSIONS AND T ell7 IT T CONDITIONS SHOWN BY THESE DRAWINGS. s XF XG 2ND FLOOR PLAN GENERAL NOTES AND LEGEND *, PLAN 1 . NEW EAST AND WEST TOWERS : 2 . EXISTING UNITS : 3 . COLUMNS : ALL TUBE STEEL COLUMNS IN THE NEW TOWERS WILL BE FURRED OUT. REFER 9 . REFER TO PLUMBING PLANS FOR DOWNSPOUT LOCATIONS AND FIRE SPRINKLER CATIONS AT STAIR. TO INCLUDE NEW PERIMETER WALLS, A. SCOPE OF WORK INCLUDES ADDING NEW FLOOR TO NORTH AND SOUTH SIDE OF BUILDING . STRUCTURAL DRAWINGS FOR SIZE OF COLUMNS. DRAWINGS FOR STANDPIPE LO A. SCOPE OF WORK - CORE AND SHELL CONSTRUCTION 4. DRAINS : ALL DRAINS AT THE PARKING LEVEL ROOF, MAIN PARKING LEVEL, DECKS AND BASEMENT KEY: CORE WALLS AND FLOORS, AND ALL DECKS . PARKING ARE TO BE HEAT TRACED . B . REMODELLING OF EXISTING UNITS AND UPGRADING ANY INTERIOR FINISHES NOT PART OF THIS 5 . BALCONIES: ALL EXISTING UNIT BALCONIES TO BE COLORED CONCRETE WITH BROOM FINISH . EXISTING WALLS TO REMAIN B. INTERIOR PARTITION LAYOUTS, INTERIOR PARITIONS AND INTERIOR FINISHES ARE NOT PART OF CONTRACT. NEW UNIT BALCONIES TO BE STAMPED, COLORED CONCRETE NEW WALLS THIS CONTRACT. C. REFER MECHANICAL DRAWINGS FOR ADDITION OF BASEBOARD HEATERS AT NEW PERIMETER WALLS. 6 . PARKING SPACES : ALL TYPICAL PARKING SPACES TO BE 7-0" x 18'-0" U . N . O . COMPACT SPACES 8" PRECAST WALL ARE DIMENSIONED ON THE DRAWINGS. C . CORE WALLS INCLUDE ELEVATOR AND STAIR WALLS. 7 . FIREPLACE BOXES : wossoftftft D . ALL DECK CONSTRUCTION ON THE SOUTH, EAST AND WEST SIDE OF EXISTING BUILDING TO BE PART IN THE CENTER UNITS OF EXISTING BUILDING FIREPLACE BOX TO BE REPLACED ALL WALL AND FLOOR TAGS HAVE BEEN ADDED TO PLAN PER BUILDING DEPT. P 1 D . PERIMETER WALL CONSTRUCTION TO INCLUDE A LAYER OF INTERIOR GYP. BD , TO BE TAPED OF THIS SCOPE . WITH NEW ONES, RE : SPECS . REVIEW COMMENTS. A2 02 SUMMER Z IN THE END UNITS OF EXISTING BUILDING NEW FIREPLACE BOXES IN END UNITS 2ND FLOOR PLAN 0 AND PREPARED FOR FUTURE FINISH . E , (E) GYPCRETE TOPPING TO BE INSPECTED AND REPAIRED AS REQUIRED. TO BE PROVIDED . REFER WALL SECTIONS FOR FIREPLACE FLUE DETAILS . NOTE : 2 SCALE : 1 /8 " 1 '- 011 E . CEILING TO BE LEFT EXPOSED . F , (E) UNITS TO RECEIVE STAINED GRADE TRIM AT BASE AND INTERIOR OF NEW WINDOWS AT EXPANSION . 8 , REFER TO Al . 1 FOR WALL & FLOOR TYPES . FIRST FLOOR LEVEL : 100'- 0" 8128 . 4 ' (HIGH POINT AT PARKING) O(D W 1 < P Pcs — Pcs A� * PREFORM LOOP AND LEAD IN SHALL BE PIGS — PGs s CAST IN PLACE WITH THE INSTALLATION J Q SEE DETAIL C I OF THE HEATED DRIVEWAY AND INSTALLED ACCORDING TO THE MANUFACTURER' S RECOMMENDATION . SEE DETAIL A I ° ° G L I 0 i J i W C'J W T � II d SEE DETAIL F II ° a SEE DETAIL B I C I 125 LF 2" PVC CONDUIT I a w I ° ° 44 a 414 4 J \ SEE DETAIL C *EMX LITE PREFORMED 6' X6' LOOP ° ` s� 150 LF- 2" PVC SLEEVE ° qs\ ° W/COMPOSITE CABLE 4 , 44 FOR TRAFFIC CAMERA a J / PROPERTY LINE \ SEE DETAIL E (TYP . )� S'Dd s ° SF 20LF - 2RMC / " / i ° W/COMPOSITE CABLE S1 r s s� ` ° ' 44 z FOR TRAFFIC CAv1FRA / S \ ° ° SF \0 a ° o m ° a ° S F / sod \ e a S F \ Se#� SF / d _ / SF / �$FSEW / --- F / S F � SF S F \ 44 G > V , SEE DETAIL D: BOTTOM OF SIGN AUTOSCOPE SOLO PRO— LOW LIGHT UNTED MVP SENSOR DETE�N—C—AM'ERA c ' ' � 8' ABOVE THE - H-AL-L—BE NI." - NTED UTILIZING • w AG GROUND MAN .FAe-TURERS RECOMMENDED GRAPHIC SCALE MOUNTING BRACKET FOR 9 10 0 e 10 20 40 MOUNTING IN THE TUNNEL D �' d _ JUN 0 1 2007 D ' ( IN FEET ) 1 inch = 10 ft. TOWN OF VAIL J DESIGNED BY: ADO JOB NO.: SEA a1i l Color G d O REVISIONS REG C y O f V a°ti° PPrio T . �oREV. DESCRIPTION BY DATE APPROVAL DRAWN BY: JCB DRAWING NO.: 4601 DTC Boulevard � o Suite 700 oa , olorcdo 80237 0 ° a Ce^ ver, A Te'eohcre: 303/221 -7275 0 g 0 LIONS SQUARE LODGE CHECKED BY: SCALE: 8W DRAWING NO .cc HORIZ. : - °ire DRIVEWAY WARNING SYSTEM DATE: ENGINEER M13 ?_A11 VG SJRVE YING CONSTRUCTION SER ✓lr_ ,j`S, 0000°°°O�V MARCH 23, 2007 VERT. : rGNAI E nanm m R1 - 1 30 x 30 WI - IOL M WI — IOR MOD • 24 " x 24 " x 24 99 24 " STANDARD SIGN MOUNTING BOLTS L 2 X 4 X 1 / 4 X 10 " L 2 X 2 X 1 / 4 X 1 ' 6 " W — 1 6 — MOD 0 3 / 8 " BOLTS WITH LOCK WASHERS 0 W - 16 — MOD 24 " x 1899 99 0 0 24 x1899 ° ° 5 / 8 " DIAMETER HOLE HIDDEN 9 R3 - 2 1 � 5 HIDDEN 3DRIVEWAY j I . o " � � 5 2 4 9 9 x 24 9 9' BAR ° DRIVEWAY 1 /4 X 2 X 2 ' 2 - 7 / 8 0 J7 . 0 " o 0 ' 0 2 .0 ° 2 0 � 0 0 0 3 8 " BOLTS W LOCK WASHERS ° 0 / / STANDARD SIGN POST ( HAND TIGHTENED ) ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 / 2 DIAMETER X 3 " EXPANSION o 6 „ 0 0 0 O 0 0 0 0 5 /8 " DIAMETER HOLE 0 0 0 BOLT IN DRILLED HOLE WITH 0 O 0 0 0 0 WASHER . o 0 DETAIL A DETAIL C D ETAI E B N . T . S . N . T . S . N . T . S . NO HAND TIGHTEN BAR 1 / 4 X 2 X 1 ' 6 " LOCK WASHER CONCRETE FACE OF WALL 3 / 8 " BOLTS WITH LOCK WASHERS L 2 X 4 X 1 / 4 X 10 " NOTES : W 1 — 1 DR MOD /� ,\\\ 0 PTI O N 1 : 1 U 99 x 1 99 STEEL MEMBERS ( LOW GRADE ) 00000000000 BOLTS ( ASTM A 307 ) a . �� PAINTED OR GALVANIZED W - 16 - MOD 1 OPTION 2 : 0 4 • 24 " x 1 I ; ALUMINUM MEMBERS HIDDEN ; STAINLESS STEEL OR ALUMINUM BOLTS 2 . 25 " '� RIVEWAY ° ° SIGN MOUNTING BRACKET DETAIL k, N . T . S . ( BACK VIEW ) \2. 0 145 ; , \ d , SEE D ETA I E THIS SHEET FOR MOUNTING NOTES : • a SEE COLORADO DEPARTMENT OF TRANSPORTATION S - STANDARD PROJECT PLANS S - 614 - 1 ( 2 SHEETS ) , S - 614 - 2 , & S - 614 - 3 FOR SIGN MOUNTING DETAILS . D ETAI E D d NOT REVISIONS DESIGNED BY : ADO JOB NO . : SSA �1i11 u0 � C i t v o f V c� i 1 9 C o l o r a d o o° Or ° 00��i J REV . DESCRIPTION BY DATE APPROVAL DRAWN BY : JCB DRAWING NO . : 4601 DTC Boulevard ° 1� 0 �, Suite 700 0 0 � 0 �` Denver , Colorado 80237 ti op �p O �A Telephone : 303 /221 - 7 275 1G2 I E I O N S SQUARE LODGE CHECKED BY: SCALE : 1 � o 0 � 0 N0 .910 �" oRIZ . + I ° °° ° ENGINEERING PLANNING SURVENG CONSTRUCTION SER IC ° °° WAR l I N S Y S T EM DATE : 0,0000 ; V D F / WAY D nNAL MARCH 23 , 2007 VERT . : ti� 2 INfifi4uinnA NOTES: 1 . POLE ASSEMBLY SHALL BE A SCHEDULE 40 ALUMINUM A MINIMUM OF 4" X 16' . TO SOLAR 2. CABINET SHALL BE BANDED TO POLE USING ARRAY A MINIMUM OF 5 STAINLESS STEEL STRAPS . 3. ALL WIRING SHALL BE DONE IN ACCORDANCE ® ® TO THE MANUFACTURER ' S RECOMMENDATIONS . 85 WATT SOLAR PANEL WITH MOUNTING RACK SunSaver2o a— OO 4. POLE MOUNTED EQUIPMENT SHALL MEET THE 0 000 o m m REQUIREMENTS FOR STANDARD S- 614 - 14 AND m OO € ANY MANUFACTURER RECOMMENDED METHODS . o 6 m A . 1« 5 . LOGIC SHALL BE SET SUCH THAT CONTACT 8 ® $ ® `" � a L � A CLOSURE CREATED FROM TUNNEL DETECTION 12 " AMBER LED ASSEMBLY INCLUDES : LENS , m m SHALL ACTIVATE BOTH BEACONS . CONTACT CLOSURE CREATED FROM SOUTH DRIVEWAY VISOR , HEAD , MOUNTING , HARDWARE, AND CLOSURE CAP o DETECTION SHALL ACTIVATE THE BEACON AT THE WEST DRIVEWAY. 0 12 " AMBER LED ASSEMBLY INCLUDES: LENS , O VISOR , HEAD , MOUNTING , HARDWARE, AND 3. O ' CLOSURE CAP W4 - 4M 3. 0 ' TRAFFIC 36 " x 18 40 W4 - 4M 1 . 5 APPROACHING TRAFFIC 36 " x18 " FROM DEFT 1 . 5 ' APPROACHING 3. 5 FROM LEFT 3. 5 " W16 - 13p WHEN 24 " x 1 8 " WHEN W 16 - 1 3p + — COMMUNICATION FLASHING 24 " x18 " RS 485 c AUTOSCOPE SOLO _____________ INTERFACE PANEL FLASHING MINI HUB II ACIP1 TO FLASHING BEACON - DETAIL E TO FLASHING BEACON - DETAIL F D -TEK + DETECTOR � HAIR 11 AMPLIFIER + P OWER #6 STRANDED AWG DATA SEE STANDARD PLAN S - 614- 14 FOR FOUNDATION DETAILS SEE STANDARD PLAN S- 614- 14 FOR FOUNDATION DETAILS 5/8 "X 10 ' COPPER GROUND ROD FROM CABINET TO GROUND ROD DETAIL E DETAIL E FROM LOOP CABINET D ETA N . T . S . N . T . S . 4 100 -AMPERE HOUR AGM BATTERIES N . T . S . REVISIONS DESIGNED BY: ADO JOB NO.: SE x0tPO pO OORE° F City o f VG i I , C o I o ra d o DESCRIPTION BY DATE APPROVAL CTTb REV. DRAWN B v� JCB DRAWING NO.: 460' DTC BoulevordAf 700 a o o Jti : o oPo Denver, Colorado 8023 / 9 v o c ° A Telephone 303/221 - 727: 36122 o = LIONS SQUARE LODGE CHECKED BY: SCALE: 0 Nq 1� 0, DRAWING NO . _ ° °°3 DRIVEWAY WARNING SYSTEM HORIZ. : F °°°°°°°°° � 3 DATE: E\ G.\EERiNG PLANNING SURVEYING CONSTRUCTION SE3 . " - J' MARCH 23, 2007 VERT. : %rn00NIzlm%;