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DRB130082 PLANS APPROVED
FORD PARK IMPROVEMENTS PHASE IB DESIGN REVIEW SUBMITTAL MARCH 25,2013 *THIS MAP IS PROVIDED BY GOOGLE EARTH PRO AND IS USED FOR PROJECT REFERENCE ONLY. IT IS TO BE USED ONLY FOR PURPOSES PERMITTED BY ANY APPLICABLE LAW AND THE TERMS OF THE LICENSE AGREEMENT BETWEEN MARTIN /MARTIN, INC. AND GOGGLE. THIS MAP MAY NOT BE COPIED OR MODIFIED. VICINITY MAP N.T.S. 530 SOUTH FRONTAGE ROAD EAST UT U TY CONTACTS CIVIL ENGINEER SHEET NUMBER SHEET TITLE ENTITY COV CONTACT NAME CONTACT PHONE NUMBER COLORADO DEPT. OF TRANS. OVERALL SITE PLAN EMMALEE BLENDER 970 - 683 -6280 XCEL ENERGY (GAS) EXISTING CONDITIONS (SURVEY) AND PAMELA MCGUIRE REMINGTON BAKER (HIGH— PRESSURE) 970- 970 - 262 406 -4039 -1784 COMCAST (CATV) EXISTING CONDITIONS (SURVEY) AND MICHAEL JOHNSON 970 - 930 -4713 EAGLE RIVER WATER & SANITATION DISTRICT ROBY FORSYTH 970 - 477 -5449 HOLY CROSS ENERGY (ELECTRIC) P.O. BOX 1976 JEFF VROOM 970 - 947 -5425 CENTURY LINK (TELEPHONE) SITE ELECTRICAL PLAN BARBARA DAVIS 970 - 328 -8288 530 SOUTH FRONTAGE ROAD EAST TOWN of RECEIVED Date: 03/25/2013 By: D. RHOADES DESIGN REVIEW BOARD APPROVAL TOWN OF VAIL Date: April 17, 2013 Community Development Planner: wcampbell Department VAIL, COLORADO 81657 These plans approved by the DRB on April 1712013 JNCC LITY NOTIFICATIO w what's below. Call before you CALL 811 2— BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES MARTIN /MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. PROJECT CONTACTS SHEET LIST TABLE CIVIL ENGINEER SHEET NUMBER SHEET TITLE STRUCTURAL ENGINEER (SITE) COV COVER MECH / PLUM / ELEC ENGINEER (BUILDING) C10 OVERALL SITE PLAN TOWN OF VAIL MARTIN /MARTIN, INC. LOGAN SIMPSON DESIGN ZEHREN & ASSOCIATES C21 EXISTING CONDITIONS (SURVEY) AND DEMOLITION C22 EXISTING CONDITIONS (SURVEY) AND DEMOLITION C23 EXISTING CONDITIONS (SURVEY) AND DEMOLITION C24 EXISTING CONDITIONS (SURVEY) AND DEMOLITION C25 EXISTING CONDITIONS (SURVEY) AND DEMOLITION C26 EXISTING CONDITIONS (SURVEY) AND DEMOLITION FORT COLLINS, CO 80524 P.O. BOX 1976 EDWARDS, CO 81632 E100 SITE PHOTOMETRIC PLAN P.O. BOX 8489 E105 SITE ELECTRICAL PLAN VAIL, CO 81657 E106 SITE ELECTRICAL PLAN AVON, CO 81620 E201 ELECTRICAL ONE —LINE DIAGRAMS & DETAILS AVON, CO 81620 970 - 214 -0960 970 - 479 -8698 LS01 BUS STOP PLANTING PLAN CONTACT: KURT FRIESEN LS03 TRASH ENCLOSURE PLANTING PLAN CONTACT: DON ACKERMAN CONTACT: HANNES SPAEH 970 - 748 -8520 CONTACT: BRENT JEFFERY A101.1 BUS STOP FLOOR AND ROOF PLAN JUSTIN YARNELL A101.2 BUS STOP ELEVATIONS AND SECTION A103.1 TRASH ENCLOSURE FLOOR AND ROOF PLANS A103.2 TRASH ENCLOSURE ELEVATIONS A103.3 TRASH ENCLOSURE SECTIONS A108.1 PROPOSED MATERIALS TOWN of RECEIVED Date: 03/25/2013 By: D. RHOADES DESIGN REVIEW BOARD APPROVAL TOWN OF VAIL Date: April 17, 2013 Community Development Planner: wcampbell Department VAIL, COLORADO 81657 These plans approved by the DRB on April 1712013 JNCC LITY NOTIFICATIO w what's below. Call before you CALL 811 2— BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES MARTIN /MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. PROJECT CONTACTS OWNER CIVIL ENGINEER LANDSCAPE ARCHITECT ARCHITECT STRUCTURAL ENGINEER (SITE) ELECTRICAL ENGINEER (SITE) STRUCTURAL ENGINEER (BUILDING) MECH / PLUM / ELEC ENGINEER (BUILDING) IRRIGATION SURVEYOR TOWN OF VAIL MARTIN /MARTIN, INC. LOGAN SIMPSON DESIGN ZEHREN & ASSOCIATES MARTIN /MARTIN, INC. ACKERMAN ENGINEERING MONROE & NEWELL CONSULTING ENGINEERS ARCHITECTURAL ENGINEERING CONSULTANTS IRRITECH DESIGN GROUP GORE RANGE SURVEYING DEPARTMENT OF PUBLIC WORKS 0225 MAIN ST., UNIT C101 123 N. COLLEGE AVE., SUITE 206 48 E. BEAVER CREEK BLVD. 0225 MAIN ST., UNIT C101 17542 W. 59TH AVE., SUITE A 70 BENCHMARK RD., SUITE 204 40801 US HWY 6 & 24, SUITE 214 1217 MIRAMONT DR. 953 S. FRONTAGE RD. W., SUITE 106 75 S. FRONTAGE RD. EDWARDS, CO 81632 FORT COLLINS, CO 80524 P.O. BOX 1976 EDWARDS, CO 81632 GOLDEN, CO 80403 AVON, CO 81620 P.O. BOX 8489 FORT COLLINS, CO 80524 VAIL, CO 81657 VAIL, CO 81657 970- 926 -6007 970- 449 -4100 AVON, CO 81620 970- 926 -6007 303 - 278 -7297 970 - 949 -7768 AVON, CO 81620 970 - 214 -0960 970 - 479 -8698 970 - 479 -2100 CONTACT: L. MARK LUNA CONTACT: KURT FRIESEN 970 - 949 -0257 CONTACT: SEAN MOLLOY CONTACT: DON ACKERMAN CONTACT: HANNES SPAEH 970 - 748 -8520 CONTACT: BRENT JEFFERY CONTACT: SAM ECKER CONTACT: TODD OPPENHEIMER JUSTIN YARNELL KELLY SMITH CONTACT: DAVE KASELAK HELEN RESCHL JOHN MCCOY CONTACT: STAN HUMPHRIES MICHAEL RODENAK MARTIN ZOUREK 8255.7 _ - - - 8256.3 ___- ---- - - - - -- 6257.1 INTERSTATE HIGHWAY No. 70 - - - - -- 8257.3 - - - - - - - - - - - - - - - - - - - - - - e4- N417p1•- 1NTM-rYA - -- - _ - - - -_- - - _ - -- -- -_ -- 824.5 - - - °- 8244.8 8245.2 _ - - 8245.4 8245.6 i 8238.8 _ 8240.1 - - -- -- - -- _ ELEC. TRANS. I ELI . MH. 8241. - - -- 8242.4 -, R'- RIM - 8239.7 �- EIE6C- CE I ERLINE OF 20 4 I 1 1 WATER LINE EASEMENT 1 (BOOK 345. PAGE 970) APPROXIMATE LOCATI � X62+ - - - - 1 ®1 -�F. -FIRE H ANT ELE . TRANS PAD EL 105' PED. I- L 1 1 1 V ^ 111 ® I a Iii_. �I 1 1 It 1 1 TENNIS COURTS 1 1 -04' To 0.6' \ 1 its m I 0 1 / 1 11 I 0.9' 0.9' / / II 5 -0.8' - - - - - -- ` -- - - ASPHALT PATH - _---= -o.m -� ----- --- - - - - -- `\ _ �Qn i• ; 0 2 -5' DI G LS\l_ -- - - - - - -- ------ - - - - -- - ------------ - -- _ - -�-- -------- - - - - -- ��- OVERLAY 8256.6 - _ - 8257.3_ _ - - - -� -� - -- - ^^-- ^- °- ••••.•.•..... . vvvov...savvv- .ovv....... ........... vau•s - _ _ _ _ N TER STA - -- - -- -------------- �- �-- �-- - - -- - _ 6_244_6_ _ - - - - - 8246.2 TE HIGH WAY --------------------- ....------------- .....--- - - - - -- 01 1YJ� - - - -- - -- _ _ 6245 3 - - - No. 70 (SOUTH FRONTAGE ROAD) 6245.6 _______ __ - --- _. 6246.4 _- _ -._ -_ -, .� __ - _ -- ---- _ -- .__ - - - -- - - - _ _ � - _ - _ 8246.7 - -' 8246.7 8246.3 - _ - _ _ - - - - 2462 - i:_.- ..'_,� 47.0 _ _ - -� -- -- -77 ----- - - - - -- ----------- - - - - -- - 8 i --- - - - - -- Iii yr - HONE PED. 0,5' 0.5' 15" CM P INV. •t - 8235.4' APPROXIMATE PIPE % LOCATIONS 18234.2 2 •52 - ♦ �. = - - - -( - -I -� 1 J 1 1 BUILDING o. 1 I_ 6011 o. OUTLINE OF 0J, TENNIS ROOF // COURTS ♦♦ I / • 8239.8 8234.5 IN TES A BOU RETAININ WALL I / / WATER LINE (DOMESTIC) c�f?•f? j TREIIJNE LEGEND TENNIS COURTS sco CLEAN OUT Mlsc SIGN (MISC.) O CURB STOP Q SIGN (SINGLE POLE) ® ELEC. METER /TRANS. TP TEST PIT /SOIL BORE FIRE HYDRANT 0 r! TREE (EVERGREEN) m v v INLET TREE (DECIDUOUS) x LIGHT POLE BUSH © MANHOLE (DRAINAGE) ", UTILITY POLE QD MANHOLE (DRAINAGE) X VALVE (GAS) QE MANHOLE (ELECTRIC) s _ VALVE (WATER) QS MANHOLE (SEWER) +pG WATER SHUT -OFF EL PEDESTAL (ELECTRIC) O WELL aH PEDESTAL (PHONE) BOULDER Q PEDESTAL (CATV) un / Y l 07. 6.r I I _ J - _ - - - -_ _____________ __ ___ 8248.5 - r- 8247.4 ----------- - -- -- -i - I - 8248.4 s I _�� -� I 6247.2 \` - 0.6 _ 0.6- ���� I oa' UILDING � �Q 8247.5 i os' - `- - - - -__ ---- --- --- -- -- -- 8247.3 / I " ElJ:G-- ElE!^- E1EO- ET60- ILER�l160..s• -'x/8247.4 1 / GAS SIGN PRRTY BOUNDARY �47'L`- ` GONG. ISLAND _- -_ -. -- GAF- OAi�OAQ --OAF- - 0.6 ' 46.8 _ \� GATE - - - - - -- •�- '- GAIL -G AF_OAB GA- OA-OAS - OAtF- GAIGAS-- GAF- GAi-GA1 PHONE PED. P PIT" 0 I / I I I I ASPHALT PARKING I AREA e I CONCRETE BARRIER 8244.9 I 6244.3 -1 -- -�� -__ 8244. 8244.4 NOTES: 1) DATE OF TOPOGRAPHY: 12/1/2008 (UPDATED 5/1/2010 AND 7/13/2011) 2) BASIS OF ELEVATIONS: HARN CONTROL POINT "SPRADDLE ", ELEVATION = 8287.82' (NAVD 88) 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. 4) GORE RANGE SURVEYING LLC DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS OF WAY OF RECORD. THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE PER THE RECORD PLAT FOR THE SUBJECT PROPERTY AND TITLE SEARCH PERFORMED BY LAND TITLE GUARANTEE COMPANY, ORDER No. V50014566, DATED NOVEMBER 24, 2008. 5) VERIFY CURRENT BUILDING SETBACKS AND RESTRICTIONS WITH THE PROPER GOVERNING AUTHORITY. -I •. 8246.6 6241 _ _ w GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. 8254.1 1 ........... x Q TEEP DENSE EVERGREEN TREES H w 160 SURVEYOR'S CERTIFICATE I, SAMUEL H. ECKER, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE. SAMUEL H. ECKER COLORADO P.L.S. No. 30091 FOR AND ON BEHALF OF GORE RANGE SURVEYING LLC ¢p0� Li Z N.reer• a��Ae =H 0 •• �S� G .• • x: 30091 ms's O 0. ;3/21 /2013 �w /0 '� ANAL LAp� TRACT C VAIL VILLAGE 7th FILING Approved by the Design Review Board TOWN OF VAI L I By Warren Campbell at 5:45 pm, Apr 22, 2013 O � Li Li 0 0 Q Z c� Q Q T], I- SN 0 r! � a m v v O x ■ J o 00 N bO ^ In r 00 Cl? r O R X u s _ co _ D 0 I' d Q L � �0 V un ........... x Q TEEP DENSE EVERGREEN TREES H w 160 SURVEYOR'S CERTIFICATE I, SAMUEL H. ECKER, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE. SAMUEL H. ECKER COLORADO P.L.S. No. 30091 FOR AND ON BEHALF OF GORE RANGE SURVEYING LLC ¢p0� Li Z N.reer• a��Ae =H 0 •• �S� G .• • x: 30091 ms's O 0. ;3/21 /2013 �w /0 '� ANAL LAp� TRACT C VAIL VILLAGE 7th FILING Approved by the Design Review Board TOWN OF VAI L I By Warren Campbell at 5:45 pm, Apr 22, 2013 O � O Q Z c� Q Q �� (W "1 SN O � a m v v O z Q n w J Q J w w 0 z ry O Q � U M Z Q J W n Q N cn w Q Q J = ry Q n ry o O N O N o O j z � o Q 0 LL] J Q o a z o Q � � n o Approved by the Design Review Board TOWN OF VAIL A By Warren Campbell at 5:45 pm, Apr 22, 2013 80 40 0 80 160 SCALE: 1 " =80' ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET NC' FY NOTIFICA -o nr rrni nr w what's below. Call before you d CALL 811 2— BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES MARTIN /MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Z Q Z Q U) 1 Z 5W L W MO 2 N� Q I ry O D E J J z � � M r2 \ \ 4- N U N -t O O N F- F F- z z W W :D D 0 O O O p p z z > O O (D F- D Z) z z 0 0 � t\ cn o z O N O N M U 0 H Do z 7 ❑ 0) O Q W ❑ t*- t0 O t0 ❑ ❑ N N C] 0 0) z N t0 O Q O N I", Q (D 0) Ln 3 o X N ❑ L- Q N W D LL 'W V ) 2 0— \W NW ry LL O 1 W D rUr^) VJ Q J 11J U) J J Q W O }�z LLJ -J <Ex� W W U W � Q d J W J (r U W Q W U LLJ Q =WUW Z U tY W L' :-> = Z O tY LLJ UQQ Q W J =�o� z�0 0 J ° W W W �W =Q Z J O O L Z W = W 1w, H W C W U �7- 0 F O Q W r CO zF- 'QCn C �w]0 T Ld W cn fif W — d amp O = Ld 0 Q 0 0 W O U Z J U W- 0 C cl, W < U cL = z �- 0 - Sheet Number: C10 Q z LLJ LLJ � z z O o O �- Q m m -0 CD O E c >�> c) z U) a (1) o Q O U � N O L \W NW ry LL O 1 W D rUr^) VJ Q J 11J U) J J Q W O }�z LLJ -J <Ex� W W U W � Q d J W J (r U W Q W U LLJ Q =WUW Z U tY W L' :-> = Z O tY LLJ UQQ Q W J =�o� z�0 0 J ° W W W �W =Q Z J O O L Z W = W 1w, H W C W U �7- 0 F O Q W r CO zF- 'QCn C �w]0 T Ld W cn fif W — d amp O = Ld 0 Q 0 0 W O U Z J U W- 0 C cl, W < U cL = z �- 0 - Sheet Number: C10 7) z 0 O w a 0 z Q Cf7 z O CD fl z 0 Z, J x w LLI z o Q N cN m z o � w n < N w Q Q Q o O N LL_ Q0 N o 0 j z � o cn� v O LL] J Q c� a z o Q � o -E- - I RETAINING WALL �T� �O� NATIVE ` -T - _ S. FRONTAGE ROAD N - E - - .30 " HDPE STORM - \ o�FTF \F VEGETA TION -T \ - -. SITE LIGHT TO BE REMOVED AND SALVAGED -T- STAIRS TO OWNER'S REPRESENTATIVE (SEE NOTE 8) - i -T_ _ - CONCRETE WALK Tom, E 24 " HDPE STORM , _ N - , BLEACHER TO REMAIN ` ` �T - EDGE OF ASPHALT Fo- \O(M -- E--- - -E - -- \� ,E- RETAINING WALL N — �-G� CONCRETE -T, l BURIED SOIL RIPRAP (TYP) \ CONCRETE SLAB WITH o\ 6 " CURB ON NORTH � \ AND SOUTH SIDES I WETLANDS AREA TO BE \ I I PROTECTED AND REMAIN \ UNDISTURBED THROUGHOUT \ CONSTRUCTION (TYP) CN CRETE II X�AZA - I �\ I N NA TI VE \ N VELETA TION \ I \ I \ \ I s\ I III \ \I \ I \ I � I E s 30 6" PVC SANITARY \ \ \ NATIVE VEGETA HON GORE CREEK REMOVE TURF AND DISPOSE OFF -SITE. STRIP TOPSOIL TO DEPTH OF 5" AND STOCKPILE ON -SITE FOR USE BY TURF CONTRACTOR (TYP). BLEACHER PAD TREE (TYP) _ S. FRONTAGE ROAD _ SITE LIGHT TO BE REMOVED - INTERSTATE 70 SOUTHERLY _ � - - - RIGHT -OF WAY LINE `T `� ,� \- - - AND SALVAGED TO OWNER'S - -T T - REPRESENTA TIVE (SEE NOTE 8) - - REMOVE 985LF FENCING - , - _ _ NA HVE BLEACHER TO REMAIN - - - VEGETATION RETAINING WALL _T_ REMOVE 212LF CONDUIT AND HIGH- PRESSURE GAS LINE �E --� - _ _ CONCRETE WIRE FOR LIGHTS. ABANDON (SEE NOTE 2, TYP) REMOVE 47LF _ -E BLEACHER PAD UTILITY IN LOCATIONS WHERE - �-�- RETAINING WALL - NOTES. I /r \/A A A M 1 " =500' I REMOVAL WOULD UNDERMINE OR REMOVE 55LF RETAINING WALL I II \ III -- \ I LIMIT OF SIDEWALK REMOVAL REMOVE 9505F - -T- - -� 1. FOR ADDITIONAL NOTES, LEGEND, AND ABBREVIATIONS, RE: (SEE NOTE 4, TYP) CONCRETE SIDEWALK \ II r I WETLANDS AREA TO BE \ I I PROTECTED AND REMAIN \ UNDISTURBED THROUGHOUT \ CONSTRUCTION (TYP) CN CRETE II X�AZA - I �\ I N NA TI VE \ N VELETA TION \ I \ I \ \ I s\ I III \ \I \ I \ I � I E s 30 6" PVC SANITARY \ \ \ NATIVE VEGETA HON GORE CREEK REMOVE TURF AND DISPOSE OFF -SITE. STRIP TOPSOIL TO DEPTH OF 5" AND STOCKPILE ON -SITE FOR USE BY TURF CONTRACTOR (TYP). BLEACHER PAD TREE (TYP) _ S. FRONTAGE ROAD _ SITE LIGHT TO BE REMOVED - INTERSTATE 70 SOUTHERLY _ � - - - RIGHT -OF WAY LINE `T `� ,� \- - - AND SALVAGED TO OWNER'S - -T T - REPRESENTA TIVE (SEE NOTE 8) - - REMOVE 985LF FENCING - , - _ _ NA HVE BLEACHER TO REMAIN - - - VEGETATION RETAINING WALL _T_ REMOVE 212LF CONDUIT AND HIGH- PRESSURE GAS LINE �E --� - _ _ CONCRETE WIRE FOR LIGHTS. ABANDON (SEE NOTE 2, TYP) REMOVE 47LF _ -E BLEACHER PAD UTILITY IN LOCATIONS WHERE - �-�- RETAINING WALL - NOTES. I /r \/A A A M 1 " =500' I REMOVAL WOULD UNDERMINE OR REMOVE 55LF RETAINING WALL DISTURB EXISTING HARDSCAPE - EXAMPLE, EXISTING STORM INFORMATION ON SHEETS LIMIT OF SIDEWALK REMOVAL REMOVE 9505F - -T- - -� 1. FOR ADDITIONAL NOTES, LEGEND, AND ABBREVIATIONS, RE: (SEE NOTE 4, TYP) CONCRETE SIDEWALK - - - - - _ SHEETS C1 -C2. 1. BASIS OF BEARING: THE LINE CONNECTING THE MONUMENTS FOUND IN PLACE MARKING THE EASTERLY BOUNDARY OF "THE 2. THE HIGH- PRESSURE GAS LINE RUNNING ALONG THE NORTH WREN ", BEING S00 °32'20 "W. REMOVE 2020SF _ -c = - SIDE OF THE PROPERTY SHALL BE CAREFULLY PROTECTED TEMPORARY PATCH REMOVE 63LF - - -ET I W THROUGHOUT ALL DEMOLITION AND CONSTRUCTION ACTIVITIES. 8287.82' (NAVD 88). I W RETAINING WALL _ _ = ANY AND ALL EXCAVATION WORK SHALL COMPLY WITH THE \"-REMOVE- (/) REMOVE 63LF THE DESIGN SURVEY COMPLETED BY GORE RANGE SURVEYING, GAS COMPANY'S REGULATIONS, INCLUDING ON -SITE SOFTBALL DIAMOND. I Ld RETAINING WALL TOPOGRAPHY. THEREFORE, FIELD CONDITIONS MAY VARY FROM W OBSERVATION BY A GAS COMPANY REPRESENTATIVE WHEN SALVAGE INFIELD SOIL MIX U) LIMIT OF SIDEWALK LIMIT W EXCAVATING WITHIN 10 FEET OF THE GAS LINE. AND HAUL TO VRD PRIOR TO CONSTRUCTION. REMOVE ; DESIGNATED SITE (TYP) REMOVAL (SEE I FEi 3. FOR VEGETATION DEMOLITION, RE: LANDSCAPE. ANY NOTE 4, TYP) VEGETATION NOT SPECIFICALLY STATED FOR REMOVAL OR RELOCATION SHALL REMAIN AND BE PROTECTED. 4. ALL CONCRETE SLATED FOR REMOVAL SHALL BE NEAT REMOVE BALLFIELD CONCESSION SAWCUT ALONG THE NEAREST EXISTING JOINT. STAND / RESTROOM ELECTRIC SERVICE (RE- ELECTRICAL) 5. ALL ITEMS SLATED FOR REMOVAL SHALL BE PROPERLY DISPOSED OF OFF -SITE, UNLESS REQUESTED BY OWNER'S -� REPRESENTATIVE FOR SALVAGE. 6. FOR DEMOLITION ITEMS SPLIT BETWEEN MULTIPLE SHEETS, REMOVE ALL BLEACHERS (8 TOTAL) AND HAUL TO TOV PUBLIC A H P Z �� ALL QUANTITIES SHOWN ARE TAKEN TO THE MATCHLINE FOR WORKS DEPARTMENT, UNLESS OTHERWISE NOTED (TYP) I I REMOVE 84LF TYPE �- THE ADJACENT SHEET. K CU WATER SERVICE 7. ALL TOPSOIL SHALL BE STRIPPED OFF EXISTING BALL FIELDS 8 " DIP WA TER \ \ APPROXIMATE LIMITS OF 100 -YEAR FLOODPLAIN ♦ \ \\ GUARDRAIL (TYP) \ \ NA TI VE \ \ VEGET,4 TION MATCHLINE : SEE SHEET C22 ♦ \7\\ REMOVE SOFTBALL DIAMOND. AND STOCKPILED ON -SITE FOR USE BY THE TURF SALVAGE INFIELD SOIL MIX I CONTRACTOR. AND HAUL TO VRD 8. ALL SITE LIGHTS NOTED FOR REMOVAL SHALL BE SALVAGED DESIGNATED SITE (TYP) I TO THE OWNER'S REPRESENTATIVE. FOUNDATIONS SHALL BE WREMOVED AND PROPERLY DISPOSED. 'I I I REMOVE 242LF SANITARY �I SEWER SERVICE c I -REMOVE 250LF PVC to I WA TER SERVICE I I I I I W I I 1 can 1 I I I I I I Approved by the I W Design Review Board N I f� j By Warren Campbell at 5:45 pm, Apr 22, 2013 I I I 1 I I W cREMOVE TURF AND DISPOSE OFF -SITE. STRIP TOPSOIL TO DEPTH OF 5" AND STOCKPILE ON -SITE FOR USE BY TURF CONTRACTOR (TYP). NW REMOVE AND SALVAGE 48LF BLACK CHAIN -LINK FENCING FOR REUSE ON -SITE. CONFIRM LIMITS REMOVE SANITARY MANHOLE STRUCTURE ABANDON 52LF 6 " PVC SEWER SERVICE BY SAKI TARP 24 " HDPE �E S. �L UGGING THE END STORM ,E WITH-2FT CONCRETE \ TREE (TYP) CONCRETE WALK \ ,30 " HDPE s BOULDER WALL (TYP) WITH OWNERS REPRESENTATIVE. ABANDON WATER SERVICE AS CLOSE TO WALK AS POSSIBLE BY CAPPING THE END N I- REMOVE 95LF FENCING I W CONCRETE WALK - -ST LIMIT OF SIDEWALK REMOk. (SEE NOTE 4, TYP) REMOVE 145LF CONCRETE WALK ST- SL- W J U Q N 20 10 0 20 40 SCALE: 1 " =20' ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET NCi FY NOTIFICA R OF C i nFOF C i nF w what's below. Call before you d CALL 811 2- BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES MARTIN /MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Z O N W r M W U t0 z m Q U ❑ rn z o O W F O [� w ❑ L� t0 z O t0 ❑ ❑ N z J U] U 0 G) Z N t0 O Q O N Ls 0� N rn rn 5Q 0 N o o n U N W D LL W Uj ofe 0 LU D U) U) z o CW G \W 2 / 0 0 m o L.L W Q � U) 2 Z _ Q O 0 O Q U � z X O w LL 2 E7) C) J J z _j _j M r2 Q) N Lin N -t 0 0 F_ z z W W 0 0 0 0 0 0 .U) > 0 0 U U 0 0 cn C) U') 0) � — N z < W zF—U <�x� W O W � J [If }(n Q �= Q _j _j U W Q W U z J J U z�-)X w Q W W — z w w J Of O Lo- o J< O J ch Q z W O a=�O� z 0 z H ~ 4 W �_L, E ° az�� z ) = ° wo� 0 z (n C) z<Q� Li Q + 0 — =w0z w o _ ��W amp N C z W O o0- ( WOW Z J LL U Q=zO W � T0�z Sheet Number: C21 9. ALL UTILITY SIZE AND INVERT INFORMATION CAN BE FOUND ON THE APPROPRIATE UTILITY- SPECIFIC SHEETS. FOR EXAMPLE, EXISTING STORM INFORMATION ON SHEETS C71 -C75. I c W BASIS OF BEARING AND BENCHMARK: 1. BASIS OF BEARING: THE LINE CONNECTING THE MONUMENTS FOUND IN PLACE MARKING THE EASTERLY BOUNDARY OF "THE N WREN ", BEING S00 °32'20 "W. I d U � I 2. BENCHMARK: HARN CONTROL POINT "SPRADDLE ", ELEVATION = I W 8287.82' (NAVD 88). I W I = 3. EXISTING TOPOGRAPHY SHOWN WAS INITIALLY TAKEN FROM (/) THE DESIGN SURVEY COMPLETED BY GORE RANGE SURVEYING, I LLC. AND FURTHER SUPPLEMENTED WITH PHASE 1 PROPOSED I Ld TOPOGRAPHY. THEREFORE, FIELD CONDITIONS MAY VARY FROM W I THOSE SHOWN ON THESE PLANS. ALL ELEVATIONS AND U) EXISTING IMPROVEMENTS SHOULD BE FIELD - VERIFIED WITH W NOTIFICATION PROVIDED TO ENGINEER OF DISCREPANCIES I PRIOR TO CONSTRUCTION. I REMOVE 242LF SANITARY �I SEWER SERVICE c I -REMOVE 250LF PVC to I WA TER SERVICE I I I I I W I I 1 can 1 I I I I I I Approved by the I W Design Review Board N I f� j By Warren Campbell at 5:45 pm, Apr 22, 2013 I I I 1 I I W cREMOVE TURF AND DISPOSE OFF -SITE. STRIP TOPSOIL TO DEPTH OF 5" AND STOCKPILE ON -SITE FOR USE BY TURF CONTRACTOR (TYP). NW REMOVE AND SALVAGE 48LF BLACK CHAIN -LINK FENCING FOR REUSE ON -SITE. CONFIRM LIMITS REMOVE SANITARY MANHOLE STRUCTURE ABANDON 52LF 6 " PVC SEWER SERVICE BY SAKI TARP 24 " HDPE �E S. �L UGGING THE END STORM ,E WITH-2FT CONCRETE \ TREE (TYP) CONCRETE WALK \ ,30 " HDPE s BOULDER WALL (TYP) WITH OWNERS REPRESENTATIVE. ABANDON WATER SERVICE AS CLOSE TO WALK AS POSSIBLE BY CAPPING THE END N I- REMOVE 95LF FENCING I W CONCRETE WALK - -ST LIMIT OF SIDEWALK REMOk. (SEE NOTE 4, TYP) REMOVE 145LF CONCRETE WALK ST- SL- W J U Q N 20 10 0 20 40 SCALE: 1 " =20' ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET NCi FY NOTIFICA R OF C i nFOF C i nF w what's below. Call before you d CALL 811 2- BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES MARTIN /MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Z O N W r M W U t0 z m Q U ❑ rn z o O W F O [� w ❑ L� t0 z O t0 ❑ ❑ N z J U] U 0 G) Z N t0 O Q O N Ls 0� N rn rn 5Q 0 N o o n U N W D LL W Uj ofe 0 LU D U) U) z o CW G \W 2 / 0 0 m o L.L W Q � U) 2 Z _ Q O 0 O Q U � z X O w LL 2 E7) C) J J z _j _j M r2 Q) N Lin N -t 0 0 F_ z z W W 0 0 0 0 0 0 .U) > 0 0 U U 0 0 cn C) U') 0) � — N z < W zF—U <�x� W O W � J [If }(n Q �= Q _j _j U W Q W U z J J U z�-)X w Q W W — z w w J Of O Lo- o J< O J ch Q z W O a=�O� z 0 z H ~ 4 W �_L, E ° az�� z ) = ° wo� 0 z (n C) z<Q� Li Q + 0 — =w0z w o _ ��W amp N C z W O o0- ( WOW Z J LL U Q=zO W � T0�z Sheet Number: C21 MATCHLINE : SEE SHEET C21 GORE CREEK ♦ / \ \ \ NATIVE \\ \\ VECETA TION \ \ \ \ \ \ Q \ \ ♦ ♦ \ APPROXIMATE 100 -YEAR \ FLOODPLAIN LIMITS BOULDER WALL (TYI BASKETBALL COURT CONCRETE WALK TREE TO BE REMOVED (TYP) REMOVE SWING STRUCTURE (6'X6" TIMBER POSTS EMBEDDED IN CONCRETE FOOTING). SALVAGE WOOD FIBER MATERIAL TO ELSEWHERE IN PLAYGROUND PER �r\ \ I . OWNER'S REPRESENTATIVE "\ y SS \ A- Y6FT7UIVD \51LT IG HT (�{VDERDRAIN YP) COLLECTION \ \ NHOLE \ REMOVE 63LF �v \ CONCRETE CURB LANDSCAPING \ O N \ GORE CREEK \ \ z O 0 w 0 z Q z 0 CD fl z 0 Z, J x w w z O Q N � U m z w < N w U� < Q < � I Q a o O N LL_ O N o O j z � o cn� v 0 LL] J a Z O Q � o COVERED BRIDGE \�_ GORE CREEK AIN PWALK A5 OTTAGE / I ` Ld � \ REMOVE 480SF W CONCRETE WALK 0) 1 BOULDER WALL (T 01 ABANDON 135LF SEWER l N SERVICE BY DISCONNECTING LLJ W P YGROUND \ AND PLUGGING BOTH ENDS z l WITH 2FT OF CONCRETE /- _ ip J 1550SF FAA VER PLAZA TO BE R MOVED \ BANDON WA TER SERVICE BY CRIMPING" z THE END CL OSED _� PAVER PLAZA (TYP) TO -ABANDON 38LF SEWE SERVICE BY DISCONNECTIN /l l� AND PLUGGING BOTH ENDS / l I WITH 2FT OF CONCRETE 1 TREE (TYP) \ REMOVE 4300SF ASPHALT DRIVE (DISCUSS TIMING. PATCH,ACK \ VERSUS PAVERS) \ \ \ \ TURF AREA GRASS STABILIZATION\ RINGS (TYP) \ \ ABANDON SANITARY MANHOLE BY REMOVING RIM /COVER AND FILLING STRUCTURE WITH SAND L WIN A I l� I W I I I I LUI 1 I I I I I I II I I LANDSCAPING I �0 \ \ w \ \ I I TREE (TYP) \ \ \ \ w v 1_� \ A I \ I CD GORE CREEK \ < V I AAIDIRTYING \ VEGETA TION \ E / ff ' —^ T V / f W Ld Ld z J U Q 1 " =500' FOR ALL NOTES, RE: SHEET C21. Approved by the Design Review Board TOWN OF VA I L A By Warren Campbell at 5:45 pm, Apr 22, 2013 N / 20 10 0 20 40 SCALE: 1 " =20' ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET NC' FY NOTIFICA =R OF rni nF w what's below. Call before you dig i CALL 811 2- BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES MARTIN /MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY /6 w LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, R/ THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, 7 MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES 1 /rf T PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Z O N W M r L] to z m Q U ❑ rn Z O W F O [� w ❑ L*- to Z O to ❑ ❑ N Z J U] C] 0 G) Z mto0 Q O N Ls O� N rn rn 5Q 0 N o o n U N W D LL WUj ofe 0 LL D U) U) I-- Z W 0 C G W 2 / 0 0 m o W Q � U) 2 Z _ Q Q 0 0 Q U Z X 0 w LL D E _71 � J J z _j _j M r2 — N O O Z Z W W 0 0 0 0 0 0 .U) > 0 0 O U U 0 0 C) U') 0) z } °z zF—U � Ld x� x o�w� J x } ( n a x Q J J J x _ =� W Q x O Z J J z� !Xz LLJ L�J w Q w - O o J z ~Ov z J = a °o w � H ~ E az�� z ) = °o� o z (n O z Q V� O o ozx =wvz w O U _ �af w x xmx N O zw�o O Q 0 0 Lj Z J LL Q=zO wQU� TO � Sheet Number: C22 C-, z 0 0 n 0 Q 0 z 0 R z 0 0 0 z X CJ U C 0 (` I 0 m z Q o > i N L-1 i � Q f'. o O N 0 N 0 0 0 Q cr) 0 0 w - 0 o z 0 < a. r� 24" CMP STORM __T -- -FO-- _ -_-W -- __ -- - - - S. FRONTAGE ROAD _- - _REMOVE 8LF RETAINING WALL T - - - - -_ _W_ REMOVE 6LF RETAINING WALL __T_ - -- - EDGE OF ASPHALT - _ - - - _ SITE LIGHT TO BE REMOVED _T_ - -E AND SALVAGED TO OWNER'S �� _T_ _ - r �— —T— - -- — REPRESENTATIVE (SEE NOTE 8) LANDSCAPING - T - - -� _T- _T — IRE-MOVE 100LF - - -_T_ - -_— -� -- - - - -- FENCING _T - T SITE LIGHT TO BE REMOVED _ - - T �� - AND SALVAGED TO OWNER'S REPRESENTATIVE (SEE NOTE 8) �� - - - -T - REMOVE 51OLF CONDUIT AND WIRE FOR LIGHTS. ABANDON UTILITY IN LOCATIONS \"_REMOVE SOFTBALL DIAMOND. WHERE REMOVAL WOULD UNDERMINE OR SALVAGE INFIELD SOIL MIX DISTURB EXISTING HARDSCAPE. AND HAUL TO VRD LIMIT OF SIDEWALK REMOVAL - _ REMOVE BALLFIELD CONCESSION SEE NOTE 4, TYP) DESIGNATED SITE (TYP) STAND / RESTROOM ELECTRIC SERVICE (RE- ELECTRICAL) I _ I � _ am I N T Iw Z 1= I� Q Ito T_ 24" HDPE STORM REMOVE TURF AND DISPOSE OFF -SITE. STRIP TOPSOIL TO DEPTH OF 5" AND STOCKPILE ON -SITE FOR USE BY TURF CONTRACTOR (TYP). INTERSTATE 70 SOUTHERLY= FIGHT—OF—WAY LINE \ S. FRONTAGE ROAD S'g VA B ULD RS 0 TE P REMOVE 50OLF WATER SERVICE REMOVE TURF AND DISPOSE ; OFF -SITE. STRIP TOPSOIL TO DEPTH OF 5" AND STOCKPILE ON -SITE FOR USE BY TURF CONTRACTOR (TYP). CONCRETE PLAZA 6 " PVC SEWER S" DIP WATER CONCRETE WALK SITE LIGHT (TYP) REMOVE DRINKING FOUNTAIN AND SALVAGE TO OWNER'S REPRESENTATIVE REMOVE 12LF RETAINING WALL 6 " HDPE RA W WA TER 'EE (TYP( � / �° I R � � R� L/ r\/A A A f7 FOR ALL NOTES, RE: SHEET C21. Approved by the Design Review Board TOWN OF VAI t By Warren Campbell at 5:45 pm, Apr 22, 2013 I I I 20 10 0 20 40 SCALE: 1 " =20' ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET CALL 811 2- BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES MARTIN /MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Z Q LZ r Q U) z Cw G LU 0 L.L 2 N� L.1. Q L.L O U] w W z U z W C' z J 3 to z a U J J z � � M r2 4- N N -t O O F_ z z w w 0 o_ 0 o 0 0 z z > 0 0 U U � � O \ v n z z 0 0 cr) o rn U') 0) — N z ❑ N M U ❑ rn Q F ❑ W ❑ t*- to J❑to ❑ ❑ N U] L] 0 0) Z N ko ❑ Q O N I", a rn rn Ln 3 o X N O L- Q N W D LL WW W U) Q 0 J 0 W O O Q z 0 0 0 U C� z U) X W W LU Of 0 LL D U) Sheet Number: C23 tnr °z �Q w za0 < EJ �mx m ° C) cn Q _j _ L'j z J J w z��X w w (-) Ld Q0 � z z o �� :> o O0T� co �U RR� z ~OO z r� J 's < j w w = Q J E C �z0 °�z U =�°,0 z (n O L_ Z�wQ� O (wao� zw zLj O U cn Ljw d _ O LL Two Q m o w C zJ ouzo w< T�z Sheet Number: C23 0 w 0 0 z Q Un z 0 0 z 0 z w x w w z o Q N c CO z Q J w w N w Q < w w � w Q r� w o O N w 0 LL] J Q c� a z o w o MATCHLINE : SEE SHEET"-C2 BETTY FORD ALPINE GARDENS BFAG STORAGE / MAINTENANCE BUILDING BFAG LEASE LIMIT LINE / v 0 0 0 0 AMPHI THEA TER LA WN SEATING AREA AMPHI THEA TER LA WN SEATING AREA REMO I/E SS - - - -- SS - -- REMOVE 775SF ASPHALT WALK SS REMOVE SIGN — — --- SAL VA GE TO OWNER'S REPRESENTA TI VE Iz \�� \\ \III 0 0 0 a/ /,11111 N TURF J BOULDER WALL (TYP) W \ s / 8 " DIP WATER / O ILL] AMPHITHEA TER / W / \ STAGE / p� AMPHITHEA TER • • / /� TICKET BOOTH AND Li l / / l CONCESSION STAND J w s 8" PVC SANITARY Q GERALD R. FORD J / AMPHI THEA TER / BETTY FORD / ALPINE GARDENS AMPHITH TER ENTRY COU YARD \ p — / S T 2" AND J" HDPE / PVC RAW WATER �'j D CENTRAL BE L _E, WEST BETTY FORD WAY EDGE OF ASPHALT A CCESSIBL E PARKING —E - -E _ — — -RV\� _ _ — SITE LIGHT (TYP��� BFAG 8196 \ / SCHOOLHOUSE FIRE HYDRANT (TYP) `P� / ASPI- ALT WALK \ u / CORE CREEK -- —E— - -E — E — -- E -- -- -- i ELE�TRIC TRANSFORMER OL ST UCTURE TO BE P" ' R CONSTRUCTED APPROXIMATE LIMITS OF 100 —YEAR FLOODPLAIN O SANITARY SEWER L IFT / O O O STA TION O O OQ OQ OQ OQ � GORE CREEK UNCOVERED BRIDGE TO VAIL VALLEY DRIVE 0 r� � •V ?° J J 0 O 0 v / 51i` AMPHI THEA T R EAST ENT Y PLAZ / ° AMPHITHEA TER / EAST RFSTRO0 S / r �( , 6" PVC SANITARY RETAINING WALL GORE CREEK K EYMAP 1 " =500' FOR ALL NOTES, RE: SHEET C21. Approved by the Design Review Board TOWN OF VAI L By Warren Campbell at 5 :45 pm, Apr 22, 2013 N I I I 20 10 0 20 40 SCALE: 1 " =20' ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET NCi FY NOTIFICA =R OF rni nF w what's below. Call before you dig. i CALL 811 2— BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES MARTIN /MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Z U] ❑ N W M r L] z Q U ❑ rn Z o ❑ W F O [� w ❑ L*- to z J0 to ❑ ❑ N z J U] C] 1,D G) Z N ko ❑ Q O N Ls O� Lo rn rn 5Q 0 N o o n U N W D LL W W ofe 0 LU D U) VJ z z W 2 W 2 0 0 m o Q � W U) z c _ Q Q IC) 0 Q U � z X 0 w LL c(D C J J O z -j -i M r2 O � LO -I-- 0 0 z z w w 0 0 0 0 0 0 .� > 0 0 O U U 0 0 U) - o Lr) U') (3) O N z }�z � -,J x� °owe J } (n Q J Q -i -i U W Q U z J J Z% U X z w w LJ.-I U Q� w- co � O J � O J� U Q Q O a o =� z�ov) '- z J °JOw% �ww = ° ~ c7) '0 m w��oo � c ° U = °o� o z (n O z�wQ� O oz-0 =w zw O U _ ��w d amp O zw�o 0- 0 0 LLJ U o=Z J zo QU� w T CD Sheet Number: C24 z 0 0 w a z Q z 0 0 z O O 0 z J x w w z o Q N U M z w n < N w Q < ryQ a o O N LL_ � o N o 0 v j � z � o � Q U 0 w J Q c� a z_ 0 � a_ o I S. FRONTACE ROAD REMOVED (FOR SAWCUT LOCATIONS, T — — — — RE.- C60- SERIES SHEETS, TYP) - - — - FO- — — w----- _W_ - - -- _ — — - -_ — — Fo- - - - -- F0- - - -_ - - - --W— — — - - FO - - - -- FCC - - -- --W — - -- _ F(� - - -- -FCC -- — — — — - _ — - Fo- — — — — - I T - - - - — — — SIGN TO BE REMOVED AND SALVAGED Fn T - TO OWNER'S REPRESENTATIVE SIGN TO BE REMOVED AND SALVAGED - - LANDSCAPING - _T_ _ — _ TO OWNERS REPRESENTATIVE S. FRONTAGE ROAD T -- - - t E -E E -- - -- - -- T AS AL PA KlN - -- -~ -- a TREE TO BE REMOVED - E - - - - - -- - - - - T - - - - - - E - --- - E - L T BE VE _ (RE.- LANDSCAPE, TYP) LANDSCAPING (n _ - _ E, - -- - -- - - -- (n _T �` - - - - - -TE l TO BE -E - - - _ 5 - -- - - G- - - - -�- -- - -G -P ES RE - - -E -- - -E - -- -E - - ER Hl TE P) S E GHT TO E MO ED ' E - - L - - - 6LF RET INI W LL T - EP SE TAT E EE OT 8) - F L T _ _ _ — C), — / W _ 2, OSF AS AL BU ST P I— — APING - — PH O R MOV D Q T T— - — _ I I / ELECTRIC TRANSFORMER _ — IN RS ATE 70 OU ER SITE LIGHT TO BE REMOVED N U/ -W Ll I J ) I I / / AND SAL VAGED TO OWNER S / — — ~ I REPRESENTATIVE (SEE NOTE 8) — — — T -- - — — 1 I ♦— I III / I /w 750SF ASPHAL T �� AL WALK TO REMOVED I LANDSCAPING fi �NCRETE L / TENNIS COURTS TREE TO BE REMOVED v�PLAZA / (RE. LANDSCAPE, T)-P) I 1 L� LANDSCAPING SPORTS I I / CENTRAL / c P 1 I LIMIT OF ASPHALT SIDEWALK REMOVAL BUILDING \ BUS SHELTER TO BE DISMANTLED. SAL VAGABLE � / ® Lv PIECES (AS DETERMINED BY OWNER'S REP) TO BE OO I TRANSPORTED TO PUBLIC WORKS. REMAINDER OF SHELTER AND FULL CONCRETE PAD TO BE DISPOSED. I� I TENNIS COURTS 930SF CONCRETE WALK TO BE REMOVED � I \ w\ LIMIT OF CONCRETE -ST-1 SIDEWALK REMOVAL - - - - ST - S T - (SEE NOTE 4, TYP) • S. FRONTAGE ROAD EDGE OF ASPHALT TO BE SAWCUT AND REMOVED (FOR j� SAWCUT LOCATIONS, RE- C60- SERIES SHEETS, TYP) T - -- - T------ (n - - - ---- - - -E - E- � -E- - - - -- T - - - -- T -- -- T - - - - -- -- - E- - - - -E- -- - - - - -- - - -E- - - E- - - - -E- --- E- - - - -E- - - TREE TO BE REMOVED (RE. LANDSCAPE, TYP) E - -- -- E - -- - -E - -- - - • - -E ELECTRIC PANEL NA TIDE - VECETA TION � TO BE REMOVED 1 \� I l _ —E -- -- SA A GV TO PR SEA4f;A1 1 SE NO E OTE B) l TE TAT 7 So TH L Y Rl T- F- A Y NE S T 0 E ASP AL T lBIT TO AR lN6 LOT TO J. S N G Al Ti /�11 / / / / / / / / / / / /// 1AW O G 0 D A EM ALEDI W" ,7 "If; NATIVE VELETA TION S. FRONTAGE ROAD EDGE OF ASPHALT TO BE SAWCUT AND REMOVED (FOR SAWCUT LOCATIONS, RE- C60- SERIES SHEETS, T)IP) - -E - B, KEYMAP 1 =nuu FOR ALL NOTES, RE: SHEET C21. i T__ 711 -- - — - - -- E — - -E - -- - - � E - -- NATIVE Approved by the HIGH- PRESSURE GAS LINE VEGETATION TRANSFORMER AND I Design Review Board SIGN TO BE RELOCATED POLE TO BE REMOVED TOWN OF VAIL ■ By Warren Campbell at 5:46 pm, Apr 22, 2013 L T G NA TALE VELETA TION / P KI L ff iff ro T TN ��/ LLJ J_I I 0901 10 00 20 10 0 20 40 SCALE: 1 " =20' ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET NC) 1Y NOTIFICA =R OF ch nF w what's below. Call before you di CALL 811 2- BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES MARTIN /MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Z L I ° N M W U 0 z m Q L7 � 0 m Z 0 ❑ W < ❑ Ld 0 \ Z I J CD 0 ❑ N Z U1 U 0 0) J z U7 t0 ❑ Q 0 N <\ Ln Q ° O N O Q U N W M W W Uj 0 LL LU D Z LU o J W 2 0 pp I..L w Q U) G cf) Z G Q O = I_ i 0 O Q U Z ® � X 0 w LL Q) E 7) -7) � J J z _j _j 2 2 Q) N LO 0 0 z z W W 0 0 0 0 0 0 .cn > 0 0 U U \ n n 0 0 0 c x o 0n — Ln rn o � N z W z�o� � LJ x� W O W � J } � Q d J W Q _j _j Z J J W z '. (-)x z ::) Ld Ld 1=Q�W- w0' z z z J _j LLJ O Q Q awC'W a o =�o� r4,) z�ocn z J °wo= a D H H 4 M m 0-) z. O'0 W � ,- L' E C) W z z U = °oD o z U) z��Q V� N owoW Q + 0 — T cn w LLI o �W -d aMp p zW�o ch Q 0 0 L,LJ J V) Z =0 W < U �0�z Sheet Number: C25 _ -- �v - - -- Fo- --,N - -FO - - -4v -- — F0 Fo- — -- \N----FO---- - -- Fes-Fo- -- -- - -- - - ,- ----- -�v - -- -Fo-_ -- - - -- - ---- Fo- - -- N FRONTAGE ROAD _ U LL_I (n -T - -- - - -- T - - - -- IU' W LANDSCAPING I_Z � EDGE OF ASPHALT TO BE SAWCUT AND REMOVED (FOR-, SAWCUT LOCATIONS, RE.- C60- SERIES SHEETS, TYP„)_ —�- — — -T -- T_--- T- - -- LANDSCAPING -- Fo- --vv_- FO- --- T- - -- T- - - - ELECTRIC TRANSFORMER SAWCUT AND REMOVED (TYP) I S. FRONTAGE ROAD NA FIVE VEGETA TION -G- HIGH-PRESSURE GAS LINE (SEE NOTE 2, TYP) 1-HERL Y - � N 7- I/EGETA TION NA T1I/E 00 ♦ — iiCGETA TION APPROXIMATE LIMITS OF ♦ ♦ _ NATIVE 100 -YEAR FLOODPLAIN ♦ ♦ �_ — -- VE -GETA TION ♦ GORE CREE ♦ 7) z 0 0 W 0 z Q z 0 0 z O U U Z cn x w w z O Q N U M z W n Q N w Q Q ry Q r ry 0 0 N � � o N o 0 j 0 z � o Q U 0 w J Q c� a z_ o Q a o I \ II II -- G----- -G - - -- -G - - - I.IF--VkAAID 1 " =500' FOR ALL NOTES, RE: SHEET C21. Approved by the Design Review Board TOWN OF VAI t By Warren Campbell at 5:46 pm, Apr 22, 2013 20 10 0 20 40 SCALE: 1 " =20' ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET NCi 1Y NOTIFICA =R nF rni nG w what's below. Call before you d CALL 811 2- BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES MARTIN /MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. z 10 ° N �N w ° i0 z Q L7 :1 0 m Z 0 ❑ W < ❑ L9 W ❑ `° Z J❑0 ° ❑ N Z J LO U t0 0) z Q 0 N <\ z Q Ln 3 o X U N N W M L W W O LL LU D VJ Z o W J O \W 2 / 0 0 pp L.L W < U) G Z G_ Q O = I- C) O Q U CL c� Z ® � X O w LL Q) E 7) -7) � J J z _j _j Q) N LO N -t O O F- z z W W 0 O_ O O o 0 cf) z z > o O Q) F- F- \ En cn 0 0 Q) cn x x O Ln Lc) rn O N z W zF—U <�x� W O W � J } � Q d J W Q Z J J W z '. �x z Z W Ld 1=QW- (D Z Y �0 z J H Lo- O W O Q O Q Q QwO W Q o = -o' z�01z _j LLJ D H H 4 M m 0-) z .6 ,O'0 E C) 0 W z z LLJ 73 0 !) = O 0 0 z cn C) a) o owOW 4- ° - = w z La-1 LLJ O U � of amfh z W O O OL 0 0 LLJ U 0 Z J = z O L L W Q U Sheet Number: C26 A _ c� B ( -1) n2 n3 n4 A101.2 ROOF PLAN - BUS STOP ENCLOSURE 1/4" = 1' -0" in n2 n3 n4 22' -6" T -6" 7, -6„ 71-611 A101.2 ROOF PLAN - BUS STOP ENCLOSURE 1/4" = 1' -0" in n2 n3 n4 A101.2 I A101 � t- 4- --�I -- -- 4 - -_1 -- -- 4 - -�1 -- ill I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1-1 L1-- -- I=L -- -- I 1-I-- -- -- -- I F 1-I I I III TIBER COl UMN I I I I I I I I I I I I I I I I I I I I I Bl AMS ABdVE I IIII II II II II II II II II IIII I T I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I )(POD BED ql� ! I I I I I I I I I I L - -- I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — J 2 A101.2 0 Approved by the Design Review Board TOWN OF VAI L By Warren Campbell at 5:46 pm, Apr 22, 2013 FLOOR PLAN - BUS STOP ENCLOSURE 3 A101.2 A101.1 1/4" = 1' -0" Z E H R E NAND ASSOCIATES, INC. ARCHITECTURE - PLANNING • INTERIORS • LANDSCAPE ARCHITECTURE 0' 1' 2' 4' 8' P.©, BOX 1976 Avon. Colorado 81620 (974) 949.0257 FAX (97[1)949•]080 Copyright © 2013 by Zehren & Associates Inc. Z ❑ N z Q D z ❑ rn z o ❑ W a ❑ 0 w ❑ �` z 0 0 ❑ O N Z U) U 0 0) I— J z �i 0 LO 0) 0) N Q O Q U N W 0) W \W MWM L.fy� L.L O LL W 'V' n) VJ U) 1 Z W Q J W LL p O m W Q _ Q O I O J LL ^Q O I..L U) U) ® m 0' 1 1..1_ v Z O U Z N cc r��ZOxZ r�a awaw� o �c a o O Q Q ? ? �p � ��LLJ co Z N woi M p Y p 0 O 0 :0 0 .0 Z .V ?3 E E c c c 9F=� Z Z 3 0 2 0 '? Z .c d IW80 0. = a C 9x 'L W 1 a jEO .V? Sheet Number. ■ i 22' -6" T -6° 7'-6" T-6" A101.2 I A101 � t- 4- --�I -- -- 4 - -_1 -- -- 4 - -�1 -- ill I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1-1 L1-- -- I=L -- -- I 1-I-- -- -- -- I F 1-I I I III TIBER COl UMN I I I I I I I I I I I I I I I I I I I I I Bl AMS ABdVE I IIII II II II II II II II II IIII I T I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I )(POD BED ql� ! I I I I I I I I I I L - -- I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — J 2 A101.2 0 Approved by the Design Review Board TOWN OF VAI L By Warren Campbell at 5:46 pm, Apr 22, 2013 FLOOR PLAN - BUS STOP ENCLOSURE 3 A101.2 A101.1 1/4" = 1' -0" Z E H R E NAND ASSOCIATES, INC. ARCHITECTURE - PLANNING • INTERIORS • LANDSCAPE ARCHITECTURE 0' 1' 2' 4' 8' P.©, BOX 1976 Avon. Colorado 81620 (974) 949.0257 FAX (97[1)949•]080 Copyright © 2013 by Zehren & Associates Inc. Z ❑ N z Q D z ❑ rn z o ❑ W a ❑ 0 w ❑ �` z 0 0 ❑ O N Z U) U 0 0) I— J z �i 0 LO 0) 0) N Q O Q U N W 0) W \W MWM L.fy� L.L O LL W 'V' n) VJ U) 1 Z W Q J W LL p O m W Q _ Q O I O J LL ^Q O I..L U) U) ® m 0' 1 1..1_ v Z O U Z N cc r��ZOxZ r�a awaw� o �c a o O Q Q ? ? �p � ��LLJ co Z N woi M p Y p 0 O 0 :0 0 .0 Z .V ?3 E E c c c 9F=� Z Z 3 0 2 0 '? Z .c d IW80 0. = a C 9x 'L W 1 a jEO .V? Sheet Number. ■ i B BUILDING MATERIALS LEGEND A B (NOTE: MATERIALS MATCH PHASE 1A BUILDINGS AT ATHLETIC FIELDS) STONE 1: TELLURIDE STONE, SANTA FE LEDGE 2" THIN STONE VENEER WITH 4" STONE CAP SIDING 1: ROUGH SAWN CEDAR, 1x8 CHANNEL RUSTIC SIDING WITH 1" REVEAL. COLOR PORTER STAINS SEMI- TRANSPARENT "CLOVE BROWN" WOOD TRIM: ROUGH SAWN CEDAR TRIM IN SIZES INDICATED IN DETAILS. COLOR PORTER STAINS SEMI - TRANSPARENT "CLOVE BROWN" DECORATIVE WOOD TIMBERS: DECORATIVE GLU -LAMN TIMBER STAINED TO MATCH WOOD TRIM. METAL ROOFING 1: BERRIDGE STANDING SEAM METAL ROOFING IN COLOR "MEDIUM BRONZE" CLAD WINDOWS: METAL CLAD WOOD WINDOWS IN SIZES INDICATED. JELD -WEN WINDOWS "DARK CHOCOLATE" T /STONE 103' -0" T /SLAB 100' -0" IF BUILDING SECTION - BUS STOP ENCLOSURE 1/4" = V-0" I 2x RS CEDAR FASCIA T /PLATE 108' -0" 2x6 RS CEDAR CORNER TRIM 1x8 CHANNEL RUSTIC CEDAR SIDING ------- T /SLAB 100' -0" \NDING SEAM TAIL ROOF T /PLATE 108' -0" RS CEDAR RNER TRIM N -STONE VENEER V STONE CAP T /STONE 103' -0" T/S LAB 100' -0" WEST ELEVATION - BUS STOP ENCLOSURE 1/4" = 1' -0" I I 12 21 WD TIMBER COLUMNS THIN -STONE VENEER w/ 4" STONE CAP 11 1 •� EAST ELEVATION - BUS STOP ENCLOSURE 1/4" = V -0" STANDING SI METAL ROOF _ T /PLATE 108' -0" THIN-STONE w/ 4" STONE _ T /SLAB 100' -0" WD TIMBEF COLUMNS 1x8 CHANN CEDAR SID 4 4 Q Q SOUTH ELEVATION - BUS STOP ENCLOSURE 1/4" = 1' -0" I I I 0' 1' 2' 4' 8' Approved by the Design Review Board TOWN OF VAI L A By Warren Campbell at 5:46 pm, Apr 22, 2013 NORTH ELEVATION - BUS STOP ENCLOSURE 1/4" = V -0" RS CEDAR 3CIA RS CEDAR RNER TRIM CHANNEL RUSTIC DAR SIDING T /STON E 103' -0" Y 0 T /SLAB 100' -0" IF RS CEDAR FASCIA 6 T &G CEDAR )FFIT ]IN -STONE VENEER 4" STONE CAP T /STON E 103' -0" 0 co T /SLAB Z E H R E NAND ASSOCIATES, INC. 0 ARCHITECTURE ° PLANNING - IN IIFRIORS -L.A1 DSCAPEAR[ II[TECTIJRE P.O. BOX 1976 Avon. Colorado 81620 (970) 949 -0257 FAX (979)449 -1084 Copyright (0 2013 by Zehren & Associates Inc. Z 0] O N I z Q L9 � ❑ rn Z o ❑ C7 w ❑ LN Z � j O 0 ❑ O N Z U] U 0 0) �— J Z o] t0 ❑ U) 2 0) 0) N C O Q O N W 0) L \W NWN L.I. O LL LU D U) Z o W W Ll 0 0 O m Q U) a_ Cw O Q = LI J I..L 0- ^Q O a_ 0 U) L.L m O LL 0 � Z D Z o O M z N � M � m 0 °3- y� o a ° Q Q W 1L. %ro.n i v ow o w f *23 z O � �Wx0z O o :30EP BOX E z O 3 U xF 8 N Z 4) G 1W,15 Za nXWO °o W O 0 a- q FEE,, 'C W Z a Sheet Number. z 0 � 01 m2 <.o 0 O N 2' -0" 2' -0" L EQUAL EQUAL EQUAL EQUAL EQUAL L 2' -0" 1 ROOF PLAN - TRASH ENCLOSURE 1/4" = 1' -0" L 0 3 A103.3 O N 2' -0" 2 A103.2 FLOOR PLAN - TRASH ENCLOSURE 1/4" = 1' -0" 0' 1' 2' 4' 8' 0 1 Approved by the Design Review Board TOWN OF VA; L By Warren Campbell at 5:46 pm, Apr 22, 2013 Z E H R E N AND ASSOCIATES, INC. 0 .ARCHITECTURE • PLANNING • INTERIORS • LANDSCAPE ARCHITECTURE P.©, BOX 1976 Avon, Colorado 81620 (970) 949.4257 FAX (970}949.1080 Copyright (0 2013 by Zehren & Associates Inc. Z ❑ N ['7 �- W U ko z Q � ❑ 0) z o ❑ W ❑ \ ❑ w ❑ o z a j ❑ ko ❑ ❑ N J Z U] k ❑ Q D N L� U] (D 0) Q Z N O Q Ln U N W (D L W NW fy-- Of O LL W U) U) U) tf) � a Z W LL O W ° > o O m a W O U) o _ Q LL = W L.L U) Q O L) 0 = U) O LL ~ E ir� z JD M M N M O o U) U yz e W O e Z - N Y Y � O W Q W � z O IX N N o z HOA pt � z .V ' S E 0 c c 0 j of v 0 3 U =� z 0 <8a a. C $z .7 MIX 0 e Q C ��� a. 81 W a is �? Sheet Number. 03m 1 0 0 VENT STACK I (TYP) I I STANDING SEAM METAL ROOF I I W W I O I I N I I 1 ROOF PLAN - TRASH ENCLOSURE 1/4" = 1' -0" L 0 3 A103.3 O N 2' -0" 2 A103.2 FLOOR PLAN - TRASH ENCLOSURE 1/4" = 1' -0" 0' 1' 2' 4' 8' 0 1 Approved by the Design Review Board TOWN OF VA; L By Warren Campbell at 5:46 pm, Apr 22, 2013 Z E H R E N AND ASSOCIATES, INC. 0 .ARCHITECTURE • PLANNING • INTERIORS • LANDSCAPE ARCHITECTURE P.©, BOX 1976 Avon, Colorado 81620 (970) 949.4257 FAX (970}949.1080 Copyright (0 2013 by Zehren & Associates Inc. Z ❑ N ['7 �- W U ko z Q � ❑ 0) z o ❑ W ❑ \ ❑ w ❑ o z a j ❑ ko ❑ ❑ N J Z U] k ❑ Q D N L� U] (D 0) Q Z N O Q Ln U N W (D L W NW fy-- Of O LL W U) U) U) tf) � a Z W LL O W ° > o O m a W O U) o _ Q LL = W L.L U) Q O L) 0 = U) O LL ~ E ir� z JD M M N M O o U) U yz e W O e Z - N Y Y � O W Q W � z O IX N N o z HOA pt � z .V ' S E 0 c c 0 j of v 0 3 U =� z 0 <8a a. C $z .7 MIX 0 e Q C ��� a. 81 W a is �? Sheet Number. 03m 1 BUILDING MATERIALS LEGEND (NOTE: MATERIALS MATCH PHASE 1A BUILDINGS AT ATHLETIC FIELDS) STONE 1: TELLURIDE STONE, SANTA FE LEDGE 2" THIN STONE VENEER WITH 4" STONE CAP SIDING 1: ROUGH SAWN CEDAR, 1x8 CHANNEL RUSTIC SIDING WITH 1" REVEAL. COLOR PORTER STAINS SEMI- TRANSPARENT "CLOVE BROWN" WOOD TRIM: ROUGH SAWN CEDAR TRIM IN SIZES INDICATED IN DETAILS. COLOR PORTER STAINS SEMI - TRANSPARENT "CLOVE BROWN" DECORATIVE WOOD TIMBERS: DECORATIVE GLU -LAMN TIMBER STAINED TO MATCH WOOD TRIM. METAL ROOFING 1: BERRIDGE STANDING SEAM METAL ROOFING IN COLOR "MEDIUM BRONZE" CLAD WINDOWS: METAL CLAD WOOD WINDOWS IN SIZES INDICATED. JELD -WEN WINDOWS "DARK CHOCOLATE" 0 A B 3 7103.3 MECHANICAL VENT co PAINTED TO MATCH ROOF 12 STANDING SEAM 12 MTL ROOF PLOW CLR. 112' -0" 2x6 -2x4 RS T /PLATE 2x6 RS CEDAR CEDAR TRIM 110' -6" CORNER TRIM 1x8 CHANNEL RUSTIC CEDAR SIDING in ALUN -CLAD ❑ ❑ THIN -STONE VENEER w/ CONIC FILLED FILLED STL PIPE R111 LILIII� 4" STONE CAP BOLLARD -PAINT TO MATCH SIDING T/S LAB 100' -0" - - -- — — — -- -- STANDING SEAM MTL ROOF T /PLATE 110' -6" THIN -STONE VENEER w/ 4" STONE CAP b T /SLAB — — — 100'4" B T /STONE 104' -0" = o T /SLAB 100' -0" 4 WEST ELEVATION - TRASH ENCLOSURE 7103.2 11/4" = V -0" A 3 7103.3 1f� 2x RS CEDAR FA8 _— _ - - - -- PLOW CLR. 112' -0" 2x6 -2x4 RS CEDAR TRIM 2x6 RS CEDAR CORNER TRIM ALUN -CLAD 1x8 CHANNEL RUSTIC ❑ WINDOW CEDAR SIDING T �r ❑ CONIC FILLED STL PIPE BOLLARD -PAINT TO MATCH SIDING T /STONE - - - - -- 104 -0.. - o 3 EAST ELEVATION - TRASH ENCLOSURE 7103.2 11/4" = V -0" 0 0 STANDING MTL ROO T /PLATE 110' -6" THIN -STC 4" STONE T /SLAB 100' -0" 0, I I I METAL-CLAD 2x FASCIAE L0 THIN -STONE 4" STONE C T/$ STONE 104' -0" 0 A. T /SLAB 100' -0" 2 SOUTH ELEVATION - TRASH ENCLOSURE A103.2 11/4" = V -0" 3 T 4 2 'NA103.31 EXPOSED GLU -LAM T 1 rilll� MECH VENT PTD TO kA103.3r RS CEDAR FASCIA CHANNEL RUSTIC DAR SIDING RS CEDAR CORNER M T /STONE dK 104' -0" 0 T /SLAB OL 100' -0" 1 NORTH ELEVATION - TRASH ENCLOSURE A103.2 11/4" = V -0" T &G CEDAR -FIT RS CEDAR CORNER M CHANNEL RUSTIC DAR SIDING 0' 1' 2' 4' 8' Approved by the Design Review Board TOWN OF UA I C By Warren Campbell at 5:46 pm, Apr 22, 201 Z E H R E NAND ASSOCIATES, INC. L ARCHITECTURE- PLANNING • IN IIFRIORS • LANDSCAPE AR[ FIITECTURE P.O. BOX 1976 Avon. Colorado 81620 (970) 949 -0257 FAX (979)449 -1084 Copyright © 2013 by Zehren & Associates Inc. Z Ln ❑ N I I— w CJ tD z 1= Q L9 � ❑ rn Z o ❑ C7 w ❑ LN Z � j O 0 ❑ O N Z U] U 0 0) �— J Z o] t0 ❑ U) N C O Q O N W lT L LJJ LU O LL LU D U) U) V J Z W 0 O W Q O w m J L1J L.L U j w Ca_ U) G < Cn = O 0— U w Q = a_ Q L.L O LL 0 oa M L Z D O U � M y O z Z Y a oY m C L o x� °Q 9a W C�1 ro�n W. o w o w f *23 z Ld O 19 wo p O � LI N Lo :30C1 EP z .V jE E haxz 3 U xF O N Z 0 ZWd 1WWZ Wmo O oV s2Zo a �mp W Z Sheet 0302 � N T /STONE _ 104' -0" T /SLAB 100' -0" I I I NORTH ELEVATION - TRASH ENCLOSURE 1/4" = 1' -0" PLOW CLR. _ 112' -0" dill T /PLATE 110' -6" I 3 A103.3 T T 2 WEST ELEVATION - TRASH ENCLOSURE A103.3 1 1/4" = 1' -0" 3 A103.3 T EAST ELEVATION - TRASH ENCLOSURE 1/4" = 1' -0" Approved by the Design Review Board TOWN OF VA I L . By Warren Campbell at 5:46 pm, Apr 22, 2013 _ PLOW CLR. 112' -0" _ T /STONE 104' -0" _ T /SLAB 100' -0" 0' 1' 2' 4' 8' Z E H R E N AND ASSOCIATES, INC. 0 ARCHITECTURE • PLANNING • INTERIORS • LANDSCAPE ARCHITEC MIME. 11.0. BOX 1976 Avon. Colorado 81620 (970) 949-0257 FAX (970}949 -1080 Copyright © 2013 by Zehren & Associates Inc. Z LO D N 0' l'7 W U z Q D 0 0) Z 0 D W F < O Of --- U w W z 0 0 Z W D N M U t0 �- J z U)00 Q Q N LI- E M 0) Q In 3 p X 0 N Q N W Or LL W W O LL W D U) U) V J z L1J U) G z LJJ O U O U) Lu LLJ a_ U) Q O C) J z LIJ Q Cn L.L O L.L m E v � z M v CZ N C O z m U dl � 0 O z zIj0 'a� M2 91 oa o v� Y U Y Y 110L C3 N O O ir O �WxZ F M Z o vi z L L ? 2 � 5 -Z48 a0 E z o_ LE IL ��a8� D n�z 0 W 2mo xozC Ua p F W ? a. Sheet Number: 10303 i BUILDING MATERIALS LEGEND (NOTE: MATERIALS MATCH PHASE 1A BUILDINGS AT ATHLETIC FIELDS) STONE I: TELLURIDE STONE, SANTA FE LEDGE 2" THIN STONE VENEER WITH 4" STONE CAP SIDING 1: ROUGH SAWN CEDAR, 1.8 CHANNEL RUSTIC SIDING WITH 1" REVEAL. COLOR PORTER STAINS SEMI- TRANSPARENT "CLOVE BROWN" WOOD TRIM: ROUGH SAWN CEDAR TRIM IN SIZES INDICATED IN DETAILS. COLOR PORTER STAINS SEMI -TRANSPARENT "CLOVE BROWN" DECORATIVE WOOD TIMBERS: DECORATIVE GLU -LAMN TIMBER STAINED TO MATCH WOOD TRIM. METAL ROOFING 1: BERRIDGE STANDING SEAM METAL ROOFING IN COLOR "MEDIUM BRONZE" CLAD WINDOWS: NOT USED 103' -0" — — — — 1SLAB$ 00'-0' T T TANDING SEAM METAL ROOF �2 _ - -_ - -- T 108 2' -B" ' -0" 2.6 RS CEDAR CORNER TRIM THIN -STONE VENEER w /4" STONE CAP 7STON 103' -0" - -_ -- — -- - - -_ -- T /SLAB F-4-1 WEST ELEVATION - BUS STOP ENCLOSURE 4\101.2 1/4" = 1' 0" 2x RS CEDAR FASCIA T /PLATE 08' -0" 2.6 RS CEDAR CORNER TRIM 1x8 CHANNEL RUSTIC CEDAR SIDING T /SLA6 - - - -- 100'-0" T 21--- _.�— STAN MET/ T /PL 101 W/ HIN 4" 101 V V T T T T I SOUTH ELEVATION - BUS STOP ENCLOSURE 4\101.2 1/4" = l' -0" T T IT T CEDAR A 3 CEDAR ER TRIM IAN EL RUSTIC R SIDING T /STONE w 103 _ T/SLAB 100' -0" RS CEDAR FASCIA _WD TIMBER WD TIMBER FORD PARK ''j FORD PARK RS COLUMNS COLUMNS MTL RO CHANNEL RUSTIC SIDING 2. FASCIAE — 1x6 T &G CEDAR �THIN -STONE VENEER 1x8 CHANNEL RUSTIC w/ 4" STONE CAP CEDAR SIDING 1x8 CHANNEL RUSTIC - SOFFIT _ CEDAR SIDING ❑ Z Z THINSTONE VENEER - -- TIE MATCH SIDING /4 "STONE CAP 103' -0" - - -w T /STONE w PLOW CLR. _ _ WOOD TRIM: ROUGH SAWN CEDAR TRIM T� /SLAB _ T /SLAB m --- - - ---- -- — — �. - -� a c — T /SLAB BUILDING SECTION - BUS STOP ENCLOSURE 3 EAST ELEVATION - BUS STOP ENCLOSURE 1 NORTH ELEVATION - BUS STOP ENCLOSURE 4\10 5 1.2 1/4" = 1' -0" I A101.2 1/4" = 1' -0" I A101.2 11W'= 1' -0" Z E H R E N A»aASS �Inr�Hl� 0' 1' 2' 4' 8' ' eu lx,x iry n.,.iw.rnsxl nui»�v,rwx nmirmiow ni Copyright C 2013 by Zehren & Associates Inc. BUILDING MATERIALS LEGEND A (NOTE: MATERIALS MATCH PHASE 1A BUILDINGS AT ATHLETIC FIELDS). STONE 1: SIDING 1: TELLURIDE STONE, SANTA FE LEDGE 2" THIN STONE VENEER WITH 4" STONE CAP ROUGH SAWN CEDAR, 1x8 RS '� MTL RO CHANNEL RUSTIC SIDING 2. FASCIAE — WITH 1" REVEAL. COLOR LAD 1x8 CHANNEL RUSTIC - PORTER STAINS SEMI- CEDAR SIDING ❑ Z Z TRANSPARENT "CLOVE w MATCH SIDING BROWN" T /STONE w Z PLOW CLR. _ _ WOOD TRIM: ROUGH SAWN CEDAR TRIM 1 2' _ T /SLAB IN SIZES INDICATED IN THIN-STONE VENEER .1 a c DETAILS. COLOR PORTER 2x6 RS CEDAR STAINS SEMI- TRANSPARENT CORNER TRIM N W P W "CLOVE BROWN" w ooh NEE 1 x8 CHANNELRUSTIC DECORATIVE CEDAR SIDING WOOD TIMBERS: DECORATIVE GLU -LAMN NEE mum MM TIMBER STAINED TO MATCH WOOD TRIM. CONC FILLED STL PIPE W BOLLARD - PAINTTO METAL ROOFING 1: BERRIDGE STANDING SEAM MATCH SIDING METAL ROOFING IN COLOR MeIe "MEDIUM BRONZE" 91 CLAD z° WINDOWS: METAL CLAD WOOD WINDOWS IN SIZES INDICATED. JELD -WEN WINDOWS "DARK CHOCOLATE" T /SLAB _ _ _ _ _ 1$ 00' -0" B 4\103.3 MECHANICAL VENT PAINTED TO MATCH ROOF STANDING SEAM �2 MTL ROOF RS RIM _ _ T /PLATE w — LAD V THIN -STONE VENEER w/ ❑ ❑ 4 "STONE CAP - _ _ T /STONE 100N- -_— F4 ] ELEVATION - TRASH ENCLOSURE 4\103.2 114" = l' -0" 110i I ` I SOUTH ELEVATION - TRASH ENCLOSURE 4\103.2 114-1--W 1' -0" 2S CEDAR FASCIA CHANNEL RUSTIC ]AR SIDING RS CEDAR CORNER M T /STONE w — — 5 -- T /SLAB 7 d T le� IT T (� T Y' . ______ PLOWA . RS '� MTL RO 2x6 IS CEDAR CORNER 2. FASCIAE — BEAMS LAD 1x8 CHANNEL RUSTIC - V CEDAR SIDING ❑ Z Z CONC FILLED STL PIPE BOLLARD -PAINT TO w MATCH SIDING Z W T /STONE w Z �� -- II■■■N WINDOWS _ T /SLAB N On THIN-STONE VENEER .1 a c ❑ Z D Q ° F ¢ P P N 3 ❑ N 0 Q L ° N W P W w ooh NEE p NEE mum MM W IN IN MeIe 91 z° LU !4 __ ______ PLOWA . RS '� TRIM 2x6 IS CEDAR CORNER 2. FASCIAE TRIM BEAMS LAD 1x8 CHANNEL RUSTIC - V CEDAR SIDING ❑ Z Z CONC FILLED STL PIPE BOLLARD -PAINT TO w MATCH SIDING Z W T /STONE w Z 4 -- _ WINDOWS _ T /SLAB I EAST ELEVATION - TRASH ENCLOSURE 4\103.2 1/4" = V -0" METAL CLAD 4\163.3 EXPOSED GLU -LAM MECH VENT PTD TO � E 4\103.3 UN m 2. FASCIAE ❑ z w BEAMS MATCH ROOFING Z F ❑ N rc ° ❑ N III ❑ N P F a ❑ Z Z Z 0 N E P P N � ❑ .. w ALUM -CLAD Z W F c ❑ ❑ d Z 0 2 F w op ❑ d ¢ ° ❑ N N❑ W P WINDOWS ❑ N On a c ❑ Z D Q ° F ¢ P P N 3 ❑ N 0 Q L ° N W P W w ooh a W W 1x6 T &G CEDAR E O z° LU = =L g Y oWLU a fill N W2 Y Gi i t2 :g SOFFIT THIN-STONE VENEER w/ o x6 RS CEDAR CORNER 4" STONE CAP Z m E U TRIM ixBCHANNELRUSTIC TT /STS STL COILING ROLL -UP CEDAR SIDING — — — — DOORS -DARK BROWN -- — TT /5 - - -- -- - - 100' -0° CONC FILLED STL PIPE BOLLARD (fYP I I I� IJL ?TfT wIJ�DOO� I I� -LL-LL Li MNORTH ELEVATION - TRASH ENCLOSURE 4\103.2 1 /4" = 1' -0" 0 V 2' 4' 8' N Z E H R E NANDAS80CIA .— Copyright0 2013 by Zehren & Associates Inc. Z m oN N � E w Z UN m a � ❑ z w j ❑ P ❑ Q ❑ Z Z F ❑ N rc ° ❑ N III ❑ N P F a ❑ Z Z Z 0 N E P P N � ❑ .. w Q Z W w E E O LL W (n J) Y) Z z LU 0 uj U LU 0 Z m Q — z 5� U) O L_ Q Q Y IL J N W pQ O I L to yo V) LL DO 0 LL z � n n Jim z 1 U Q Y ¢ „� °o50Zg n O O W q@ N d' U t2 :j GOA @ O _� r ° Ids E a E c 115-.1 _ o U -5 Ini Sheet Number. 4\101.2 Z rc ❑m cn �' W ❑ N W W Q' Z t N O a ❑ ; ❑ P w Q Z W F c ❑ ❑ d Z 0 2 F w op ❑ d ¢ ° ❑ N N❑ W P F ❑ N On a c ❑ Z D Q ° F ¢ P P N 3 ❑ N 0 Q L ° N W P W w ooh a W W E O z° LU Z LU cn L\LI / O O m LL W W U., W Q O Y IL 0 w Q Q_ 0 LL E w ooh a z° g Y oWLU a fill N W2 Y Gi i t2 :g 3! :i o Z m E U IA103.21 DECORATIVE WOOD TIMBERS - PORTER PAINTS "CLOVE BROWN” (IMAGE IS OF NEW CONCESSION / RESTROOM BUILDING) WOOD EAVE TRIM /SOFFITS - PORTER PAINTS "CLOVE BROWN" (IMAGE IS OF NEW CONCESSION / RESTROOM BUILDING) L. a . ALUMINUM CLAD WINDOWS - JELD WEN "DARK CHOCOLATE" (IMAGE IS OF NEW RESTROOM /STORAGE BUILDING) STANDING SEAM METAL ROOFING - BERRIDGE "MEDIUM BRONZE" (IMAGE IS STOCK IMAGETO MATCH, COLOR CHIP IS FROM BERRIDGE WEBSITE) r- Tyveb �W 1 WOOD DOOR AND WINDOW TRIM - PORTER STAINS "CLOVE BROWN" (IMAGE IS OF NEW RESTROOM /STORAGE BUILDING) WOOD SIDING - 1 x8 CHANNEL RUSTIC w/ PORTER STAINS "CLOVE BROWN" (STAIN IMAGE IS OF APPROVED SAMPLE AT NEW CONCESSIONS / RESTROOM BUILDING, PATTERN IS STOCK IMAGE TO MATCH) Approved by the Design Review Board TOWN OF VAI L By Warren Campbell at 5:46 pm, Apr 22, 2013 STONE VENEER - TELLURIDE STONE "SANTA FE LEDGE" (IMAGE IS OF APPROVED MOCK -UP AT NEW CONCESSIONS/ RESTROOM BUILDING) Z E H R E NAND ASSOCIATES, INC. ARCHITECTURE • PLANNING " INTERIORS - LANDSCAPE ARCHITECTURE P.O. BOX 1976 Avon, Colorado 81620 (970) 949.0257 FAX (970)949 -1080 Copyright (0 2013 by Zehren & Associates Inc. Z In ❑ N I r Ld W CJ Z m Q 19 0 0) Z o ❑ W a ❑ LLJ E L9 W O Z E j ❑ H O ❑ N Z U7 U 0 0) (— J Z ul 0 O U) Q O• Q Z L 3 ❑ x 0 N O C� a N W IT L W 1..V O LL W^ U) Y) U) z W 2 W J ® W I11 P ^ G v, /r 0 UJ co 0 ci O 0 O LL a� v � � O M M Z O o N U M f � O �_ M z C) M `LC!C! i Y o w OLW �0 °C ' XU3UZ . Rj AOa v�3 i z 0 0 WUO O Q o 2C;W o x = .V E Izo j0 aa 0 �Wx o CL 8 O c2 z a. 7o CL O.V z Sheet 10801 D Z � N M ; :J C) Q c� n w � Q C� Z PLANT SCHEDULE EVERGREEN TREES CODE BOTANICAL NAME / COMMON NAME CONT SIZE QTY ° PIN BRI Pinus aristata / Bristlecone Pine B & B 6` -8` H 5 o� PIN TA2 Pinus mugo `Tannenbaum` / Mugo Pine B & B 6` -8` H 25 ORNAMENTAL TREES CODE BOTANICAL NAME / COMMON NAME CONT SIZE QTY + MAL RAID Malus x `Radiant` / Radiant Crab Apple B & B 1.5" Cal 5 0 000000000 6 0 o MAL SPR Malus x `Spring Snow` / Spring Snow Crab Apple B & B 1.5" Cal 6 o o 0 00000000e8 SHRUBS CODE BOTANICAL NAME / COMMON NAME SIZE FIELD3 CITY • PIN PU2 Pinus mugo pumilio / Dwarf Mugo Pine 5 gal 22 GRASSES CODE BOTANICAL NAME / COMMON NAME SIZE FIELD3 QTY AND N12 Andropogon gerardii `Niagra` / Big Blue Stem 1 gal 37 BOU BLO Bouteloua gracilis `Blonde Ambition` / Blue Grama 1 gal 9 + CAL REE Calamagrostis brachytricha / Reed Grass 1 gal 106 SCH SCO Schizachyrium scoparium `The Blues` / The Blues Little Bluestem 1 gal 71 NATIVE SHRUBS CODE BOTANICAL NAME / COMMON NAME SIZE FIELD3 QTY AME AL2 Amelanchier alnifolia `Regent` / Saskatoon Serviceberry 5 gal 5 ART S12 Artemisia cana / Silver Sage 5 gal 15 • CHR RUB Chrysothamnus nauseosus / Rubber Rabbitbrush 5 gal 17 RHU TH2 Rhus trilobata Three —Leaf Sumac / Three —Leaf Sumac 5 gal 7 ROS WOO Rosa woodsii / Mountain Rose 5 gal 9 Perennials Total sf of planting area 770 %of species Scientific name Common name Size Spacing Qty. per 1,000 sf Total Qty. 3 Achillea x. 'Moonshine' Yarrow, Moonshine 4" pot 18" 17 1 3 3 Aquilegia caerulea Columbine, Rocky Mountain 4" pot 14" 17 13 2 Aster al pin us'Woods Purple' Aster, purple 4" pot 14" 11 9 3 delphinium grand iflorum'Summer N ights' Larkspur, Dwarf Blue 4" pot 12" 17 13 4 Echinacea purpurea Purple conef lower 4" pot 18" 22 17 2 Gaillardia x grandiflora `Goblin' Blanket flower, Dwarf 4" pot 12" 11 9 2 Gaillardia x grandiflora'Burgundy' Blanket flower, Burgundy 4" pot 14" 11 9 5 Geranium x'lohnson's Blue' Cranesbill Geranium, Blue 4" pot 18" 28 22 3 Hemerocallis 'Hyperion' Daylily, Yellow 1gal 2' 17 13 3 Hemerocallis'Autumn Red' Daylily, Red Igal 18" 17 13 4 Hemerocallis'Stella de Ora' Daylily, Dwarf Gold 1gal 18" 22 17 3 Heuchera micrantha'Palace Purple' Coral bells, purple leaf 4" pot 14" 17 13 3 Heuchera sanguinea'Spendens' Coral bells, red 4" pot 14" 17 13 7 Leucanthemum x. superbum'Silver Princess' Compact Shasta Daisy 4" pot 14" 39 30 1 Li atris spicata 'Kobol d' Gayfeather, Kobold 4" pot 14" 6 4 5 iLupinus spp. Russell hybrids Lupine, mixed 4" pot 18" 28 22 6 Monarda'Cambridge Scarlet Bee Balm, Red 4" pot 18" 34 26 2 Papaverorientale' Brilliant' Oriental poppy, orange 4" pot 18" 11 9 7 Rudbeckia fulgida'Goldsturm' Coneflower 4" pot 18" 39 30 4 Salvia nemorosa 'Blue Queen' Salvia, blue 4" pot 14" 22 17 3 Si Iene shafta "Persian Carpet" Alpine Campion 4" pot 14" 17 13 1 Veronica spicata'Red Fox' Veronica, red 4" pot 18" 6 4 Total 559 431 13u 3 ART Sli .� �. �. •. . . �• 3`� RHU TH2 - W ROS WOO • W W W W W W W W �vvuv vvv.]3 ' / -- —T — / . . . . . . . . 6 ART S12 Mgr 5 CHR RUB o W W . W . . . � W . . . '� �.vvwvvggS' • . O yyWWWWWWW .W.WIW.W.W.W.W�W.\� 4 ART S12 0 - _J _ •_ E— . . I � —E— I �E- I LOW GROW RESILIENT GRASS MIX APPROVED BY TOV — —EU _ / —E _E - - -- MONUMENT SIGN BY OTHERS — — _ — — —E— 6 CAL RE— _�_E -- / /�� — E-- - - -E -- 9 SCH SCO -- — 9 SCH SCO — y�(('� —E (7) SCH SCO uesign review avaru TOWN OF VAIL i By Warren Campbell at 5:46 pm, Apr 22, 2013 E- -E--7---E-- -1 _ - -- T - - -- I NORTH 0 5' 10' 20' 30' Z (l] ❑ N r M W U Z Q U j 0 0) Z o ❑ W ❑ U w ❑ �` Z o❑0 D N _ W U 0 0) l— J z �i ko o 0� 110 rn rn Q �n 3 o x U N W M L W W 0 LL W D U) VJ Z W 2 Z W Q i J 0 0 a. LLJ �- (D a_ 1J) Z Q Cl) D Z ^Q a J _ a. 0 LL W Cn E ¢ Y 0 z Y aD LO � M p a= 0 a� J M a� 73 U) C/) M U) o 0 z (! Q� �Li W Z C�F z¢0 ir x� a p U W N W QOfJUJ LLJ Z % U X Z U) _ = z LLJ Lo - � =�,w C� a 0 0 LL Cn C/-) ¢ = , o � Z�ocn Z o_jow � �wWx¢ >1 >1 N zo�v1 :2 m m �?p o Li E Q O , C =) z U =�o� o z Cn O Z w¢ vNi O o ,,., 0 _ V7 U 0 U U) Li a- amaf N O ZwFO 0 Q ?�o,,, O w�z0 oaz¢� W < U Sheet Number: LS01 LOCAN SIMPSON DESIGN INC. T — — — — — T - - -- E — — — — — r7 — — — — — E — — — — — - -- G - - - - - - G- - - - - -G - FRONTAGE ROAD •V y y y y y y y W y y W y y y W W y y y y y y y y W y W W y y y y y W W W W V- y y y y y y y y y y y y y y W W y i y y y y y y y y y y y y y •Y y y y y y W - c------ G - - - -- - G- - ---- G - - - -- � � � . y y y y V• _ �� V• y V i y V y y y W y y y y y y y y •V y i- 0 y W y y y V y y y i y y y V O 01 �� y •Y y •4 y y y y W Y y y y •v y y y I - y y V y y y y y •Y •Y V• y •Y •L V 11 W V V V V y V y V y •Y I O Y y y y y y y y •Y •V y y y y y y W 0 T-77, y y W y •Y y y y y y y y y y I y y y y y I y y y y y y W y y y y y y y •� V y y y y y y 10 0 . W y y y y y y W •V W y •V y i y y y •Y y W y V y y y y y y y y y W y -y y V- II y y y V. y y y y• y y y y y y y y y y O V y y y y y y V y y y y V• y i y • y y y y y y y y y y y y _ �1. y y y y y y y y y y y y y y •' - -" W y V �� � i y y y y y y V- y y y y V- y y V y y y .• __�' W y V � �9 W y y V •Y y y y y •Y •y •Y y y y V y ' • •✓ y y' y W y •! V y y y y y •� y W y y y y y W y y y •' v y V y y y V V y W y y y y y y y y y y y y y y y •V y y y y y• y y y y y y y y y y y y y V W y y y J y y y y y y y y y y V V y y y y y y y y •Y •V y y y y y y J W y y • y y y y y y y W y y y •4 y •� •Y W •Y •Y W y y y y W y V W y• y y y W y y y y y y y W y •V y +• •v y y y y W y y W y y y y y y y W y y J V V /` y •Y V •Y •Y y y y W y V •I. y •V y y y V' V' y V PIN TA2 e y •1 y y y y y y y y •Y •L V V' y y y y W y w y y V •Y •L •Y •Y •Y V. y y y V• y y y y y y •' y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y 10 C H R RUB V V• •V y y y y y •I y y y W y y y y y V• W y W W y y y •�' W •V y y y W y y y Approved by the Design Review Board TOWN OF VA I L By Warren Campbell at 5:47 pm, Apr 22, 2013 a 7%=77== NORTH 0 5' 10' 20' 30' z (l] ❑ N r M W U ko z Q : o rn z ° ❑ W ❑ \ U w ko z O 0 D N _ W U 0 0) z u7 (D O Q O N I" LO M 0) Q �n 3 o X U N W M L \W W N� O LL W !!D �v�/J� vJ V`J 1 Z W LU 2 W Z W > cl) J 0 mama. � _ J a_ W C) C7 � QZZ W a- Z Z Q Q J a a. 0 LL W cn E ¢ Y Z Y M (1) M 4F � M O 0 J n, M W U) (n M (n � - 0 O z (D � Ld Z CWFW z¢0� X W ¢ W J � z N ¢av Z U X Z LLJ _ = z cz� ¢ W – � E C) JLd OW Q L0 LL- cn M j Z ~ O (0 Z Q Z2i -0 0) m m W,;d? Qj 0 0 E >� U , z °� z z Cn U z ;� (n 0 E 0w 0a V7 U U U U) LJ LJ a .D a m N Z W F O 0 Q 0 0 ,,LJ U Lj 0 °az¢� W < U Sheet Number: LS03 e LOCAN SIMPSON DESIGN INC. y y y y y y y y y y y y y y y y y y y y y y y y y y y y V6 y W y W W •V •I y •V y •� y y y •V V• y V y y V •V y y y y y � y y y •I W y y y y y V V •4 V y y y� y V •V y y y y y y y y y y y y y •Y � •Y •Y V •Y •Y •Y •Y V •Y y •Y •Y y y •Y •Y •V y y y W y y W •V •4 •Y V y y y •V •4 y y •V y y y y p t W y V •V y y y y V y V V •V y y W y y •V y y y y y y W y y y y y - -- G - - - - - - G- - - - - -G - FRONTAGE ROAD •V y y y y y y y W y y W y y y W W y y y y y y y y W y W W y y y y y W W W W V- y y y y y y y y y y y y y y W W y i y y y y y y y y y y y y y •Y y y y y y W - c------ G - - - -- - G- - ---- G - - - -- � � � . y y y y V• _ �� V• y V i y V y y y W y y y y y y y y •V y i- 0 y W y y y V y y y i y y y V O 01 �� y •Y y •4 y y y y W Y y y y •v y y y I - y y V y y y y y •Y •Y V• y •Y •L V 11 W V V V V y V y V y •Y I O Y y y y y y y y •Y •V y y y y y y W 0 T-77, y y W y •Y y y y y y y y y y I y y y y y I y y y y y y W y y y y y y y •� V y y y y y y 10 0 . W y y y y y y W •V W y •V y i y y y •Y y W y V y y y y y y y y y W y -y y V- II y y y V. y y y y• y y y y y y y y y y O V y y y y y y V y y y y V• y i y • y y y y y y y y y y y y _ �1. y y y y y y y y y y y y y y •' - -" W y V �� � i y y y y y y V- y y y y V- y y V y y y .• __�' W y V � �9 W y y V •Y y y y y •Y •y •Y y y y V y ' • •✓ y y' y W y •! V y y y y y •� y W y y y y y W y y y •' v y V y y y V V y W y y y y y y y y y y y y y y y •V y y y y y• y y y y y y y y y y y y y V W y y y J y y y y y y y y y y V V y y y y y y y y •Y •V y y y y y y J W y y • y y y y y y y W y y y •4 y •� •Y W •Y •Y W y y y y W y V W y• y y y W y y y y y y y W y •V y +• •v y y y y W y y W y y y y y y y W y y J V V /` y •Y V •Y •Y y y y W y V •I. y •V y y y V' V' y V PIN TA2 e y •1 y y y y y y y y •Y •L V V' y y y y W y w y y V •Y •L •Y •Y •Y V. y y y V• y y y y y y •' y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y 10 C H R RUB V V• •V y y y y y •I y y y W y y y y y V• W y W W y y y •�' W •V y y y W y y y Approved by the Design Review Board TOWN OF VA I L By Warren Campbell at 5:47 pm, Apr 22, 2013 a 7%=77== NORTH 0 5' 10' 20' 30' z (l] ❑ N r M W U ko z Q : o rn z ° ❑ W ❑ \ U w ko z O 0 D N _ W U 0 0) z u7 (D O Q O N I" LO M 0) Q �n 3 o X U N W M L \W W N� O LL W !!D �v�/J� vJ V`J 1 Z W LU 2 W Z W > cl) J 0 mama. � _ J a_ W C) C7 � QZZ W a- Z Z Q Q J a a. 0 LL W cn E ¢ Y Z Y M (1) M 4F � M O 0 J n, M W U) (n M (n � - 0 O z (D � Ld Z CWFW z¢0� X W ¢ W J � z N ¢av Z U X Z LLJ _ = z cz� ¢ W – � E C) JLd OW Q L0 LL- cn M j Z ~ O (0 Z Q Z2i -0 0) m m W,;d? Qj 0 0 E >� U , z °� z z Cn U z ;� (n 0 E 0w 0a V7 U U U U) LJ LJ a .D a m N Z W F O 0 Q 0 0 ,,LJ U Lj 0 °az¢� W < U Sheet Number: LS03 e LOCAN SIMPSON DESIGN INC. - c------ G - - - -- - G- - ---- G - - - -- � � � . y y y y V• _ �� V• y V i y V y y y W y y y y y y y y •V y i- 0 y W y y y V y y y i y y y V O 01 �� y •Y y •4 y y y y W Y y y y •v y y y I - y y V y y y y y •Y •Y V• y •Y •L V 11 W V V V V y V y V y •Y I O Y y y y y y y y •Y •V y y y y y y W 0 T-77, y y W y •Y y y y y y y y y y I y y y y y I y y y y y y W y y y y y y y •� V y y y y y y 10 0 . W y y y y y y W •V W y •V y i y y y •Y y W y V y y y y y y y y y W y -y y V- II y y y V. y y y y• y y y y y y y y y y O V y y y y y y V y y y y V• y i y • y y y y y y y y y y y y _ �1. y y y y y y y y y y y y y y •' - -" W y V �� � i y y y y y y V- y y y y V- y y V y y y .• __�' W y V � �9 W y y V •Y y y y y •Y •y •Y y y y V y ' • •✓ y y' y W y •! V y y y y y •� y W y y y y y W y y y •' v y V y y y V V y W y y y y y y y y y y y y y y y •V y y y y y• y y y y y y y y y y y y y V W y y y J y y y y y y y y y y V V y y y y y y y y •Y •V y y y y y y J W y y • y y y y y y y W y y y •4 y •� •Y W •Y •Y W y y y y W y V W y• y y y W y y y y y y y W y •V y +• •v y y y y W y y W y y y y y y y W y y J V V /` y •Y V •Y •Y y y y W y V •I. y •V y y y V' V' y V PIN TA2 e y •1 y y y y y y y y •Y •L V V' y y y y W y w y y V •Y •L •Y •Y •Y V. y y y V• y y y y y y •' y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y 10 C H R RUB V V• •V y y y y y •I y y y W y y y y y V• W y W W y y y •�' W •V y y y W y y y Approved by the Design Review Board TOWN OF VA I L By Warren Campbell at 5:47 pm, Apr 22, 2013 a 7%=77== NORTH 0 5' 10' 20' 30' z (l] ❑ N r M W U ko z Q : o rn z ° ❑ W ❑ \ U w ko z O 0 D N _ W U 0 0) z u7 (D O Q O N I" LO M 0) Q �n 3 o X U N W M L \W W N� O LL W !!D �v�/J� vJ V`J 1 Z W LU 2 W Z W > cl) J 0 mama. � _ J a_ W C) C7 � QZZ W a- Z Z Q Q J a a. 0 LL W cn E ¢ Y Z Y M (1) M 4F � M O 0 J n, M W U) (n M (n � - 0 O z (D � Ld Z CWFW z¢0� X W ¢ W J � z N ¢av Z U X Z LLJ _ = z cz� ¢ W – � E C) JLd OW Q L0 LL- cn M j Z ~ O (0 Z Q Z2i -0 0) m m W,;d? 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To INTEGRATE DRIVER WITH CONTROL 0" 0.00.00.00.00.00.00.00.00.00.00 0 .2: . 21.20 0.00.00.00.0 C� SYSTEM BY OTHERS) 1 -- U=STAhI kMCOLORTf • • • • • • + + 0. 0 2 0 . 0 0 . 0 0 . 0 0 . 0 ------- -- - - -- 190) LED LED MODULES . l - -- 108 WATTS, 350ma 0.00.00. 0 0. 0 0 .1 0 .2 0. 0 0. 0 0. 0 0. 0 - 10,800 SYSTEM LUMENS .. 10,013 DELIVERED LUMENS 0.00.00.00.00.00.00 0 .00.00.0 0.00.00.00.00. 0 0'0.00.0 • • • 40W LED PLATFORM -- NOTiLAMP PROVCD u b4' OTHERS, 0.00 6' 0 0 & 1]R1vFR TYPE 5 LIGHT U.LLISiED. 91.0.171 131 LOOSEN THREE HEXAGON SCREWS TO RE -LAMP FLARED LOUVER REFLECTOR SHADES FABRICATED OF HEAVY GAUGE CAST IRON INNER SURFACES COVERED BY A CLEAR 1D•5• I POLYCARBONATE ENCLOSURE WITH WHITE REFLECTIVE SURFACES AND WATERTIGHT LSEALS MAXIMUM LAMP: 171DOW;ED -171MH IM -90NA -110] METAL HALIDE (BY OTHERS) I - MEDIUM BASE PULSE RATED SOCKET (3) HEAVY GAUGE STAINLESS STEEL. CONNECTING STRUTS D I DUAL -TAP 12WT7 VOLT F-�CAN STYLE BALLAST ANSI CODE M- 901M-140 I -'-------__ - -- 8" DIA. COR -TEN STEEL POLE 20' Ibsl2.6 EPA@ 90 MPH POLE CIRCUMFERENTIALLY WELDED TO CB1201 CAST BASE HAND HOLE FOR WIRE ACCESS, BOLTACCESS 124-AN.CHOR BOLTS p J JI >�L -R e p. - 9044 DEL MAR - MONTCLAIR, CA - 97763 Specifications PART NUMBER- 02MBS134`A - 1411OD•LA1B4� 3fALEDT3'SANr051(•12i17'A!•i6 'I : TEXTURED ARCHITECTURE BRONZE - NOTE** LAMP PROVIDED BY OTHERS. U.LUSTED. *'WARNING THIS FIXTURE MUST RE GROUNDED IN ACCDRDANCE4 LOCALCODESOF THE NATIONAL ELECTRICAL CODE; FAI W RETO DO SO MAY RESULT IN SERIOUS PERSONAL INJURY. JOB: TOWNOFVAIL D094 Del M. - 12" DIA. CORTEN STEEL }SASE PLATE SECURED m-Id r, Ca. 91763 1 17 feoejg62-I3I9 WITH FOUR 172' DIA. X 15" HOT DIP' GALVANIZED (DOer eae-1 xul- PENJAMrs- PQLES- GISTWS NOT TO SCALE o•�nu . ( iCB1A1i95J56 73FR1- IJIWU191}100.IDi5Y(B5K -75 STEEL ANCHOR BOLTS FOR EMBEDDING W 02/01/19 se�L� INTS ATM: 12.0' CONCRETE FOUNDATION AT 90' SPACING ON DIA I DIA. SOLT CIRCLE (CONTACT FACTORY FOR I FULL SIZE BOLT LOCATION TEMPLATE) NOTE COR -TEN STEEL CONTAINS COPPER AND CARBON STEEL. AFTER W - 4LKrERING° A THIN, UNIFORM LAYER OF RUST APPEARS AND ACTS TO SELF•PRITECT THE a J 4 SURFACE FROM FURTHER CORROSION T11US ELIMINATING THE NEED FOR FUTURE MAItM9AWNCE THE PROCESS OF OXIDATION CAUSES THE SURFACE TO FLEET}- CARE MUST RE TAKEN TO NSTALL THE 6YSTED . ' '4 ° . • 4 FIX7VRE IN A DRAINAGE PIT OR 4N GRASS TO PREVENT + • ' - 4 ,1 SURFACE STAINING. WEATHERANG'. HOUSING TO _ - , ■ - YEARS. AND POST 1 TO 2 YEAll 20' Ibsl2.6 EPA@ 90 MPH POLE CIRCUMFERENTIALLY WELDED TO CB1201 CAST BASE HAND HOLE FOR WIRE ACCESS, BOLTACCESS 124-AN.CHOR BOLTS p J JI >�L -R e p. - 9044 DEL MAR - MONTCLAIR, CA - 97763 Specifications PART NUMBER- 02MBS134`A - 1411OD•LA1B4� 3fALEDT3'SANr051(•12i17'A!•i6 'I : TEXTURED ARCHITECTURE BRONZE - NOTE** LAMP PROVIDED BY OTHERS. U.LUSTED. *'WARNING THIS FIXTURE MUST RE GROUNDED IN ACCDRDANCE4 LOCALCODESOF THE NATIONAL ELECTRICAL CODE; FAI W RETO DO SO MAY RESULT IN SERIOUS PERSONAL INJURY. JOB: TOWNOFVAIL Approved by the Design Review Board TOWN OF UA I L ' By Warren Campbell at 5:47 pm, Apr 22, LITION FERENTEALLY 81201 CAST BASE R WIRE ACCESS, DEL MAR - MONTCLAIR, CA - 917163 "YVAIRNING" THIS FIXTURE MUST BE GROUNDED IN ACCORDANCE WITH LOCAL CODES OF THE NATIONAL ELECTRICAL CODE; FAILURE TO DO SO MAY RESULT IN SERIOUS PERSONAL INJURY. JOB: FORD PARK * 1� RUY - PENDANTS - POLES - CASTIICS$ D094 Del M. - "°"' . GF •C8121115t6.1I5MI- 14IWU1SQ4MTM m-Id r, Ca. 91763 ■ .•� 17 feoejg62-I3I9 LI (DOer eae-1 xul- PENJAMrs- PQLES- GISTWS NOT TO SCALE o•�nu . ( iCB1A1i95J56 73FR1- IJIWU191}100.IDi5Y(B5K -75 F■' 76 -TEXTURED ARCH BRZ oaftiwlHt;•sr. RMENOOZA 02/01/19 se�L� INTS ATM: Approved by the Design Review Board TOWN OF UA I L ' By Warren Campbell at 5:47 pm, Apr 22, LITION FERENTEALLY 81201 CAST BASE R WIRE ACCESS, DEL MAR - MONTCLAIR, CA - 917163 "YVAIRNING" THIS FIXTURE MUST BE GROUNDED IN ACCORDANCE WITH LOCAL CODES OF THE NATIONAL ELECTRICAL CODE; FAILURE TO DO SO MAY RESULT IN SERIOUS PERSONAL INJURY. JOB: FORD PARK * 1� RUY - PENDANTS - POLES - CASTIICS$ = Del -18D7 e Mb4Ca•. Ca 41763 f1109 482.1807 f70IJ I�i434U+Eu "°"' . GF •C8121115t6.1I5MI- 14IWU1SQ4MTM ,NI TBO li ILMETNDOZA ° 7 05114/12 -a: NTS QT" z ❑ N _ UL M I- w iD iY Z Q ] ❑ ❑ 5 Z W 1= < ❑ � C7 w ❑ � � Z IY -J ❑ lfl ❑ ❑ N Z J LO U ko OT z uT \0 ❑ L\ a 0\ 0) Q Z Ln 3 o X U N 0 <` Q N W 0\ LL \W Uj I-L O LL D VJ V z W 2 z W ^J LL O U 0- W � G Q O = O w Q r�^ VJ M0 0. O LL "D a> 00 Z = _ r r 0 0 Imo- i - I Z Z W W 2 Z) O_ p p (n Z Z O O N U) 0 (u O O U U o 0 C� O O C,; U � N (n > Z c500��w z Q O d X a o w / _J �} N a U�JIY LL w Q 0- U N 0 Lj z w r H � � Z p 0:2 z J a N am° a LLJ l Q lY lY Q 0F= D) z x.1..1 IL IL Z �7- Q _ _ w 2 Q J C:) H ~ > > N z�g�� N N m m -1 0 0 z 4d lk� E rz °�z wo O �_ U =gip[ - Z (n z < V7 0 owo� 0 = w U z U 0!� W a_ a- m 0:: v) a- O O Ore U w U wUZ0 CL zz w Q U �C d z Sheet Number: El 00 -� -T A - - - - -T_ _ UBE EXISTIN INSTAL PHASE 1 (3) 1" PULL APE, STL PANE PPN, 30' STUBBED INTO I GRADE QUAZITE COVER LABELED EXISTING INSTAL PHASE 1 (2) 1" PULL TAPE, ST FROM PANEL P1 o, O W O O W U _N W N at (N W 0 n 0 W V) C J � z o U / W W > = I � N M D n W W Q cn 0 n � O W Q U a� Ln o o n O O O 0 N 0-) W N � N Q 0 ° 0 ° L O / o W a O � Q v O W J o (-D Z O < � o --rt)v - - ---- -E - - -- E- - -- -E - - -- -- Fp -W - - -- FO-W W - - - -- _ E - - - -- -_- - Fo- ----- FO --W - -_ - -W- ----- W - - - -- — — E_ __ -_- - -_�- FO- -- ---- Fo- - - - -w - - - W__ - -- -- _ - T - -- -- T- 00 100 00 00 X 100 r / -' _ rowriorvau 00000 Approved by the Design Review Board By Warren Campbell at 5:47 pm, Apr 22, 2013 -E- �I --, 11 5 P I KEYMAP 1 " =500' 20 0 0 20 SCALE: 1 "20' ALI DIMENSIONS SHOWN ARE U.S. SU: <vE FL - I NC FQ ow what's below. call before you di CALL 811 2- BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. ackerman enaineerina, inc. os 3 11542 West 5911 Avenue, Suite A C Golden, Colorado 80403 Ph 303 - 278 -7297 Fx 303 -278 -9009 www.aeiconsulting.com Z ❑ N _ - M I— w L] i0 z L m U � 0 0 z W ❑ C7 w ❑ Z N a -j ❑ 0 H ❑ ❑ Z LO U 0 0) J Z m 0 ❑ Q 0 N L, U7 2 a 0) 0) Q O N 3❑ X N 0 L� Q U N W 0) LL W W O LL W D U) U) vJ z CW G W Q J O Q W U C U G Q U 17 Lu y� a W L.L LLJ ^� cl) I..L 0 0. / O LL O E Q 0 0 z = M LO C N N O U) F-- Z W U O_ p cn Z > O O F- � U \ ~ O O � U c o cn O Ln O z N > Z cr) ��w za0� Q X d N cowv aw _j� U w ¢ U N �Q�w z _ w �LL:2z 0. a z � N Qow§ J Q Q Zoo0 z W z Q _ _ °wci-Q J L H ~ < z : U N m m 0) J00 w�a- =" E O U �z°�z -c wo U = �7- o Z cn O zQwQ -n a� owo� — =w U z LLJ O U _ N�w-� a_ z w 0 O 0 0 LJ U o =Z J z0 w Q U z Sheet Number: El 05 0) CD O w I O O w V) 0 C) Q) w U) (N a_ d a_ 0 w U) = o U � w > = I � N M D a- w Q L U) a a_ U) -0 O w (n Q U oo a� 0 0 CL O r� O O 0 N � C w N --.z N Q 0 0 O O -0 Q o w o U 0 LiJ Q c� Q z o Q w o E ----- W-- _ -__ -- =_- -- - _ - ______- - - - -- _ -- == T - -- - -- o- -___ - W------- W----- -W - - - -- �_ - - -- - -W -_ -- -- FO- - - -- ----- - - - -- fin/ - - - -- - - - -- � - - - -- --Fo------ - �v------ W------ W - - - --� - - - - -- Fo------ F&----- F& - - - -- FO- - - - -- F0- - - - -- FO- - - - -- FO- - - - -- FO- ----- Fp-- - - - -- Fo----- W13�==== WFO- == = p � == 0 - - - - -FQ - - - -- Fo- - - - -- O EXISTING PANEL AND ASSOCIATED FEEDER TO BE —� REMOVED IN THIS PHASE OF I� I IS I� C I P 4+REFER OMMERCIAL DES ITH 2O0A ANCH IRCUIT PAN BOARD TO T DETAIL N SHEET E .03 + + A TORIZED + + G — + J° UBE i + COMMERCIAL PEDESTAL VEHICLE ''WITH 2O0A CAMLOCK DETECTOR - + & COMPANY SWITCH LOOP (TYP) E) REFER TO THE DETAIL /III �1��� ON SHEET E2.03 + EXIST G INSTALLED DER H SE 1 (1) 1" CONDUI UBBED OUT 3 " GRADE, TO LANDSCA rA LCI L— 1 / L UIVUr-MUMVU1VU SPARE CONDUIT FOR EXTENDING EVENT POWER — � UBE — USE � UBE UBE UBE UBE UBE ® ®� ® ®� ®i ®n ®� n N ISO PP1 C �PP1 THIS LOCATION PROVIDE TWO PP1 PEDESTALS MOUNTED BACK TO BACK, UBE UE —UBE B � UBE UBE \ 7 TYPE C PARKING LOT LUMINAIRE POLES C SHALL BE LOCATED 24" FROM THE BACK OF WALKWAY /PAVING. (TYPICAL) -- - — T - - =FO - -- -Fo- - I vl l�n - _ __ — — — - -W- -_-FO- -w- =W -= -Fo- --- --W - - =Fo- - -- _ -- =-FO----- -Fo- - -- ____ --W - -- -Fo- - -- I II _ FO- - - - =- Fo- - - - -- Fo- - - - -- Fo- - - -- I I I - -Fo- - - - v - T- _— W _ — _ _ - - -- -T - T I ZV T – – II T- T - - --- T - - - -- T - - - -- I I -E- - C - i�--G__ o ro MOTORI ED _ G —_- J GATE -G- -- -E -- Cuv�_E -- MOTORIZ .GATE � _ II J J z - -- - 1J J VEHICLE - - - -G_ T' = DETECTOR _ _ II LOOP (TYP) - 1L I— — Q —G- 01n I I ENCLOSURE FOR CO N-D I I I T__ -�� 17 -� SEE DETAIL BELOW FOR ELECTRICAL DEVICES IN TRASH ENCLOSURE. C -� NEW TRASH I ENCLOSURE I nnnn to 00 go LA I LrCIUrC LIVI -1 I J VVILL DL k.UIN I f-CULLLU VIA PHOTOCELL /TIME CLOCK. INTERIOR LIGHTS WILL BE SWITCHED AND CONTROLLED VIA OCCUPANCY SENSORS. Trash Enclosure Electrical Plan Scale: 1/8" = 1' -0" Approved by the Design Review Board TOWN OF VA I L By Warren Campbell at 5:47 pm, Apr 22, 2013 W Cn T z J Q KEYMAP 1 " =500' N 20 10 0 20 40 SCALE; 1 "20' ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET NCI FY NC)TIFICA =R OF C©LQF ow what's below. Call before you di CALL 811 2- BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES i N THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. ackerman enaineerina, inc. op 3 17542 West 59th Avenue, Suite A Golden, Colorado 80403 C tio Ph 303 - 278 -7297 Fx 303 -278 -9009 www.aeiconsulting.com Z ❑ N _ - M I— w L] i0 z L 00 Q �o 0 z W ❑ C7 w ❑ Z N a -j ❑ 0 ❑ ❑ Z J LO U 0 0) Z m 0 ❑ Q O Ln 3 ❑ X N 0 1� Q U N W M L W W O LL W D `U) `^ VJ vJ z LU G W Q J O � Q W U C U G Q U W w Q CO 0- 0 0. O LL T E Q 0 CD z = O L0 U N N O U) z w U O_ p W z > o F- 0 D Of F- U) a� o U � o cn O LD 0 z v } °z 0 1Y � W zQ0 <w5� ��a� a ° 0 cn J� }U1 ai a a cv N �Q�w z _ W LLJ z 0:2 J W 0 Q W N aw a J � Q Q - S0� W --) L- L- -D z 0 n Q _ = 0 °w°= Qi i\ Z S.: M m W a O O 0 0 : � U =�o� 0 Z cn z F- aQCCnn N �z a + 0 O=wCz w O O _ Naw a M aa CJ zw�0 p Q o 0w L U wUZOJ °a< w < U Sheet Number: El 06 0 N w I 0 0 N W U) 0 Q.) 0 Q) J Q) 0 U W N w w 0 W C = o 0 / U� 5 w w = I � N M D -C w w Q Cf) 0 w U L J O W U) Q U a� o 0 o 0 0 N O' - W N � N U a T 0 0 0 o Q o W 0 0 L_ Q U 0 W J Q 0 o z o � a_ o ETHERNET CONNECTION , (MALIBU SOFTWARE RESIDES ON PC IN OFFICE) 20A1P 0 0- 20A2P (REFER TO SITE ELECTRICAL PLANS FOR CIRCUITING) 20A2P CAT5e CABLE PC] 3 WIRE PHOTOCELL VENTURA SITE MANAGER - LCPN (4)) (( )) 0 -10V DIMMING L1 RIALTO LIGHTING CONTROLLER cBRIGHT L2 LOCATED IN TYPE "A" POLE SWITCHED HOT L1 TECHNOLOGIES LED DRIVER 7 BASE LOCATED IN TYPE HOT L2 "A" FIXTURE (()) 0 0 -10V DIMMING L1 RIALTO LIGHTING CONTROLLER c L2 LOCATED IN TYPE "A" POLE SWITCHED HOT L1 TECHNOLOGIES 20A2P BASE LED DRIVER o HOT L2 LOCATED IN TYPE \_ "A" FIXTURE TYPICAL OF OTHER TYPE A LUMINAIRES ON CIRCUIT. (W) L1 RIALTO LIGHTING CONTROLLER L2 LOCATED IN TYPE "B" SWITCHED HOT L1 7 FIXTURE HID BALLAST HOT L2 LOCATED IN TYPE "B" FIXTURE FOR CIRCUITING) ETHERNET CONNECTION , (MALIBU SOFTWARE RESIDES ON PC IN OFFICE) 20A1P /—IN L1 ° 20A2P (REFER TO SITE ELECTRICAL PLANS NEUTRA FOR CIRCUITING) 20A2P EXIST. PEDESTRIAN LIGHTING & BOLLARD CIRCUITS. QUANTITY 20A1P MAY VARY FROM ° o— WHAT IS 2^ ILLUSTRATED. (REFER TO SITE ° ° ELECTRICAL PLANS FOR CIRCUITING) 20A1P PPW -16 ° o— 20A1P CAT5e CABLE PC] 3 WIRE PHOTOCELL VENTURA SITE 0)) (W) 0 -10V DIMMING L1 RIALTO LIGHTING CONTROLLER L 2 TECHNOLOGIES LOCATED IN TYPE "A" POLE SWITCHED HOT L1 LED DRIVER 7 BASE LOCATED IN TYPE HOT L2 "A" FIXTURE (W) 0 -10V DIMMING L1 RIALTO LIGHTING CONTROLLER c L2 LOCATED IN TYPE "A" POLE SWITCHED HOT L1 TECHNOLOGIES 7 BASE LED DRIVER HOT 12 LOCATED IN TYPE "A" FIXTURE TYPICAL OF OTHER TYPE A LUMINAIRES ON CIRCUIT. ((4)) TYPICAL OF OTHER TYPE (( )) 30" 30" I B LUMINAIRES ON (1#6) 3/4 "C BONDED TO L1 CIRCUIT. RIALTO LIGHTING CONTROLLER EXISTING PED. cBRIGHT 0 -10V DIMMING 2 CHANNELS. PROGRAM LIGHTS PER L2 L1 RIALTO LIGHTING CONTROLLER cBRIGHT LOCATED L2 LOCATED IN TYPE "A" POLE SWITCHED HOT L1 TECHNOLOGIES EXIST. PEDESTRIAN EXISTING BASE LED DRIVER LIGHTING CIRCUITS. PARAGON LS -R EXTERIOR PHOTOCELL HOT L2 LOCATED IN TYPE "A" QUANTITY MAY VARY Lighting Control Diagram 20A1P FIXTURE FROM WHAT IS HOT L2 FOR PHOTOCELL ON /OFF OVERRIDE (PER ILLUSTRATED. TYPICAL OF OTHER TYPE 3" CLEAR (TYP,) (REFER TO SITE A LUMINAIRES ON PED. LTG ELECTRICAL PLANS CIRCUIT. TYPICAL OFOTHER TYPE A CIRCUIT FOR CIRCUITING) ETHERNET CONNECTION , (MALIBU SOFTWARE RESIDES ON PC IN OFFICE) 20A1P /—IN L1 ° 20A2P (REFER TO SITE ELECTRICAL PLANS NEUTRA FOR CIRCUITING) 20A2P EXIST. PEDESTRIAN LIGHTING & BOLLARD CIRCUITS. QUANTITY 20A1P MAY VARY FROM ° o— WHAT IS 2^ ILLUSTRATED. (REFER TO SITE ° ° ELECTRICAL PLANS FOR CIRCUITING) 20A1P PPW -16 ° o— 20A1P CAT5e CABLE PC] 3 WIRE PHOTOCELL VENTURA SITE 0)) (W) 0 -10V DIMMING L1 RIALTO LIGHTING CONTROLLER L 2 TECHNOLOGIES LOCATED IN TYPE "A" POLE SWITCHED HOT L1 LED DRIVER 7 BASE LOCATED IN TYPE HOT L2 "A" FIXTURE (W) 0 -10V DIMMING L1 RIALTO LIGHTING CONTROLLER c L2 LOCATED IN TYPE "A" POLE SWITCHED HOT L1 TECHNOLOGIES 7 BASE LED DRIVER HOT 12 LOCATED IN TYPE "A" FIXTURE TYPICAL OF OTHER TYPE A LUMINAIRES ON CIRCUIT. ((4)) 20A1P TC P 30" 30" I 0 -10V DIMMING (1#6) 3/4 "C BONDED TO L1 EXISTING RIALTO LIGHTING CONTROLLER EXISTING PED. cBRIGHT CKT 2 CHANNELS. PROGRAM LIGHTS PER L2 o PED. EXISTING PED. LTG CKT LOCATED IN TYPE "A" POLE SWITCHED HOT L1 TECHNOLOGIES PPN -16 EXISTING PED. LTG BASE PARAGON LS -R EXTERIOR PHOTOCELL 4@4" O.C. AT TOP Add LED DRIVER Lighting Control Diagram 20A1P Add Alternate - Lighting Control Diagram - LCPW HOT L2 FOR PHOTOCELL ON /OFF OVERRIDE (PER LOCATED IN TYPE HEIGHT WITH STANDARD 3" CLEAR (TYP,) PPN -28 0 0 EXISTING PED. LTG "A" FIXTURE OWNER'S SCHEDULING). TYPICAL OFOTHER TYPE A CIRCUIT IN PHASE 1 OR ARE THEY READY TO GO WITH THE RF WIRELESS LIGHTING CONTROL SYSTEM? LUMINAIRES ON CIRCUIT a DIAGRAMS ABOVE WILL NEED TO BE MODIFIED ACCORDINGLY BASED ON DIRECTION. TC P "PPW" Base Detail PROVIDE A PARAGON EL72 DIGITAL o 0 0 EXISTING PED. LTG CKT (CONTRACTOR TO VERIFY LTG CKTS) NEW PED, LTG CKT ASTRONOMICAL TIME CLOCK WITH UP TO CONTROL THE EXISTING REMAINING Pole Base Detail Scale: N.T.S. EXISTING PED. LTG CKT 2 CHANNELS. PROGRAM LIGHTS PER HEAD -14' NEW PED. LTG PEDESTRIAN LIGHTING CIRCUITS. OWNERS SCHEDULE. PROVIDE A EXISTING BOLLARD, LTG CKT PARAGON LS -R EXTERIOR PHOTOCELL LTG CKT (CONTRACTOR TO VERIFY FOR PHOTOCELL ON /OFF OVERRIDE CKTS) FACTORY INSTALLED LSI RIALTO LIGHTING EXISTING PED. LTG CKT (PER OWNER'S SCHEDULING). LTG CKT (CONTRACTOR TO VERIFY (FROM DEMO'D RR BLDG) 20Al2P LIGHTING CONTACTOR 20A1P TC P 30" 30" I PROVIDE A PARAGON EL72 DIGITAL ASTRONOMICAL TIME CLOCK WITH UP TO PPW -18 20A1P (1#6) 3/4 "C BONDED TO EXISTING PED. LTG CKT (FROM DEMO'D RR BLDG) EXISTING PPN -14 EXISTING PED. LTG CKT 2 CHANNELS. PROGRAM LIGHTS PER PPW -20 o PED. EXISTING PED. LTG CKT CIRCUIT 20A1P OWNERS SCHEDULE. PROVIDE A (FROM DEMO'D RR BLDG) PPN -16 EXISTING PED. LTG CKT PARAGON LS -R EXTERIOR PHOTOCELL 4@4" O.C. AT TOP Add Alternate - Lighting Control Diagram 20A1P Add Alternate - Lighting Control Diagram - LCPW 6 #6 VERTICAL FULL FOR PHOTOCELL ON /OFF OVERRIDE (PER Scale: NA HEIGHT WITH STANDARD 3" CLEAR (TYP,) PPN -28 0 0 EXISTING PED. LTG CKT OWNER'S SCHEDULING). BRANCH CIRCUIT IN PHASE 1 OR ARE THEY READY TO GO WITH THE RF WIRELESS LIGHTING CONTROL SYSTEM? 20A1P HEIGHT WITH STANDARD a DIAGRAMS ABOVE WILL NEED TO BE MODIFIED ACCORDINGLY BASED ON DIRECTION. 3" CLEAR (TYP,) PANEL "PPW" Base Detail 20A8P LIGHTING CONTACTOR TO o 0 0 EXISTING PED. LTG CKT (CONTRACTOR TO VERIFY LTG CKTS) NEW PED, LTG CKT Type A Pedestrian CONTROL THE EXISTING REMAINING Pole Base Detail Scale: N.T.S. NEW PED. LTG CKT HEAD -14' NEW PED. LTG PEDESTRIAN LIGHTING CIRCUITS. ANCHOR BOLT PATTERN PER POLE MANUFACTURER 18" __N� 0 GROUT UNDER ENTIRE BASE 2" _ I 30" 30" I EXISTING PED. LTG CKT (CONTRACTOR TO VERIFY LTG CKTS) 1 (1#6) 3/4 "C BONDED TO Max Input Wattage EXISTING \,_1" BRANCH CIRCUIT EQUIPMENT Manufacturer Catalog Number OF BASE 20A6P LIGHTING CONTACTOR TO (1 #6) 3/4 "C BONDED TO EXISTING PED. BRANCH CIRCUIT BRANCH CIRCUIT EQUIPMENT GROUND, POLE, AND POLE #3 CIRCULAR TIES WITH 60" CONTROL THE EXISTING REMAINING 50 OF BASE PANEL "PPN" PEDESTRIAN LIGHTING CIRCUITS. 4@4" O.C. AT TOP Add Alternate - Lighting Control Diagram - LCPN Add Alternate - Lighting Control Diagram - LCPW 6 #6 VERTICAL FULL Scale: NA Scale: NA HEIGHT WITH STANDARD 3" CLEAR (TYP,) THE LIGHTING CONTROL SYSTEM NEEDS TO BE DISCUSSED WITH THE OWNER /TOWN OF VAIL. DOES THE 180 DEG. HOOK AT ° TOWN OF VAIL WANT TO CONTINUE TO USE THE STANDARD TIME CLOCK AND PHOTOCELL AS SPECIFIED 6 #6 VERTICAL FULL 3500 PSI CONCRETE IN PHASE 1 OR ARE THEY READY TO GO WITH THE RF WIRELESS LIGHTING CONTROL SYSTEM? BOLTS AND CONCRETE HEIGHT WITH STANDARD a DIAGRAMS ABOVE WILL NEED TO BE MODIFIED ACCORDINGLY BASED ON DIRECTION. ANCHOR BOLT PATTERN PER POLE MANUFACTURER 18" __N� 0 GROUT UNDER ENTIRE BASE 2" _ I 30" 30" I LTG CKT 1 (1#6) 3/4 "C BONDED TO Max Input Wattage EXISTING \,_1" BRANCH CIRCUIT EQUIPMENT Manufacturer Catalog Number OF BASE GROUND, POLE, AND POLE (1 #6) 3/4 "C BONDED TO EXISTING PED. BASE RE -BAR C IN /OUT BRANCH CIRCUIT EQUIPMENT GROUND, POLE, AND POLE #3 CIRCULAR TIES WITH 60" 208 50 OF BASE BASE RE -BAR #3 CIRCULAR TIES WITH 48" 1' -0" LAP. PROVIDE EXISTING PED. LTG CKT 4@4" O.C. AT TOP NEW PED. LTG CKT THEN REMAINING AT 12" O.C. 4Q4" O.C. AT TOP 6 #6 VERTICAL FULL THEN REMAINING AT HEIGHT WITH STANDARD 3" CLEAR (TYP,) ° 12" Q.C. 180 DEG. HOOK AT ° 6 #6 VERTICAL FULL 3500 PSI CONCRETE BOLTS AND CONCRETE HEIGHT WITH STANDARD a NEW PED. PLACEMENT. 3" CLEAR (TYP,) 180 DEG. HOOK AT j� 3500 PSI CONCRETE) Base Detail ° TOP. ORIENT TO AVOID CONFLICT WITH ANCHOR BOLTS AND CONCRETE a CKT PLACEMENT. NEW PED, LTG CKT Type A Pedestrian Light Pole Base Detail Scale: N.T.S. ANCHOR BOLTS PATTERN PER POLE MANUFACTURER 24" i 0 GROUT UNDER ENTIRE BASE 2" 30" ADD ALTERNATE LIGHTING CONTROL SYSTEM GENERAL NOTES FOR LCPW AND LCPN: LIGHTING DIAGRAMS ABOVE ARE BASED ON THE LSI VERTICUS LIGHTING CONTROL SYSTEM. FOR SUBMITTAL REVIEW, CONTRACTOR SHALL PROVIDE PROJECT SPECIFIC SHOP DRAWINGS INCLUDING BILL OF MATERIALS, SYSTEM ONE -LINE, LIGHTING CONTROLLERS, LED DIMMABLE DRIVERS, CONTACTORS, TIME CLOCKS, PHOTOCELLS, AND TECHNICAL CUT SHEETS FOR EACH DEVICE. INCLUDE ONE SITE VISIT BY A FACTORY TRAINED CERTIFIED FIELD SERVICE TECHNICIAN (CFST) FOR PRE - INSTALLATION INSPECTION. INCLUDE ONE SITE VISIT BY A FACTORY TRAINED CFST FOR SYSTEM ENERGIZATION, CHECKOUT, AND OWNER TRAINING BY FACTORY TRAINED ENGINEER. FOR GENERAL SITE LIGHTING AND TYPICAL EVENING USE, THE TYPE A LED PEDESTRIAN LUMINAIRES SHALL BE PROGRAMMED TO BE SET AT 70% LIGHT OUTPUT. DURING PERFORMANCE MODE, THE PEDESTRIAN LIGHTS SHALL BE PROGRAMMED TO 100% FULL ON FOR A DURATION OF TIME PRE - DETERMINED BY THE OWNER (I.E. FOR 1 HOUR AFTER THE END OF A PERFORMANCE). COORDINATE EXACT PROGRAMMING REQUIREMENTS WITH OWNER PRIOR TO PROGRAMMING. THE SYSTEM SHALL PROVIDE THE OWNER THE ABILITY TO ADJUST THE DIMMING LEVELS OF THE PEDESTRIAN POLES THROUGH THE PROGRAMMING SOFTWARE, PROGRAMMING OF SITE LIGHTING SYSTEM SHALL BE AVAILABLE THROUGH AN OFF -SITE COMPUTER (DETERMINED BY OWNER) TO ALLOW PARK /MAINTENANCE STAFF TO OPERATE AND PRE - PROGRAM THE SYSTEM TO THEIR EVENTS SCHEDULE. THE LIGHTING CONTROL SYSTEM NEEDS TO BE DISCUSSED WITH THE OWNER /TOWN OF VAIL. DOES THE TOWN OF VAIL WANT TO CONTINUE TO USE THE STANDARD TIME CLOCK AND PHOTOCELL AS SPECIFIED IN PHASE 1 OR ARE THEY READY TO GO WITH THE RF WIRELESS LIGHTING CONTROL SYSTEM? DIAGRAMS BELOW WILL NEED TO BE MODIFIED ACCORDINGLY BASED ON DIRECTION. PARAGON EL72 DIGITAL ASTRONOMICAL PARAGON EL72 DIGITAL ASTRONOMICAL TIME WEST PROGRAMMCLIGHITS PER OWNERSANNELS NORTH ME CLOCK WITH UP TO 2 CHANNELS. PROGRAM LIGHTS PER OWNERS - SCHEDULE. PROVIDE A PARAGON LS -F' SCHEDULE. PROVIDE A PARAGON _S -F EXTERIOR PHOTOCELL FOR PHOTOCELL EXTERIOR PHOTOCELL FOR PHOTOCELL ON /OFF OVERRIDE (PER OWNER'S ON /OFF OVERRIDE (PER OWNER'S P SCHEDULING). TC P SCHEDULING). EXISTING PED. LTG CKT 6 30" I LTG CKT 1 (1#6) 3/4 "C BONDED TO Max Input Wattage EXISTING 1" C IN /OUT BRANCH CIRCUIT EQUIPMENT Manufacturer Catalog Number OF BASE GROUND, POLE, AND POLE EXISTING PED. BASE RE -BAR 16' ROUND ANP #3 CIRCULAR TIES WITH 60" 208 50 1' -0" LAP, PROVIDE 5000K EXISTING PED. LTG CKT 4@4" O.C. AT TOP NEW PED. LTG CKT THEN REMAINING AT 12" O.C. 6 #6 VERTICAL FULL EXISTING PED. LTG CKT HEIGHT WITH STANDARD 3" CLEAR (TYP,) ° CKT 180 DEG. HOOK AT ° TOP. ORIENT TO AVOID CONFLICT WITH ANCHOR 3500 PSI CONCRETE BOLTS AND CONCRETE a NEW PED. PLACEMENT. Type C Parking Lot Pole Base Detail Scale: NA ADD ALTERNATE LIGHTING CONTROL SYSTEM GENERAL NOTES FOR LCPW AND LCPN: LIGHTING DIAGRAMS ABOVE ARE BASED ON THE LSI VERTICUS LIGHTING CONTROL SYSTEM. FOR SUBMITTAL REVIEW, CONTRACTOR SHALL PROVIDE PROJECT SPECIFIC SHOP DRAWINGS INCLUDING BILL OF MATERIALS, SYSTEM ONE -LINE, LIGHTING CONTROLLERS, LED DIMMABLE DRIVERS, CONTACTORS, TIME CLOCKS, PHOTOCELLS, AND TECHNICAL CUT SHEETS FOR EACH DEVICE. INCLUDE ONE SITE VISIT BY A FACTORY TRAINED CERTIFIED FIELD SERVICE TECHNICIAN (CFST) FOR PRE - INSTALLATION INSPECTION. INCLUDE ONE SITE VISIT BY A FACTORY TRAINED CFST FOR SYSTEM ENERGIZATION, CHECKOUT, AND OWNER TRAINING BY FACTORY TRAINED ENGINEER. FOR GENERAL SITE LIGHTING AND TYPICAL EVENING USE, THE TYPE A LED PEDESTRIAN LUMINAIRES SHALL BE PROGRAMMED TO BE SET AT 70% LIGHT OUTPUT. DURING PERFORMANCE MODE, THE PEDESTRIAN LIGHTS SHALL BE PROGRAMMED TO 100% FULL ON FOR A DURATION OF TIME PRE - DETERMINED BY THE OWNER (I.E. FOR 1 HOUR AFTER THE END OF A PERFORMANCE). COORDINATE EXACT PROGRAMMING REQUIREMENTS WITH OWNER PRIOR TO PROGRAMMING. THE SYSTEM SHALL PROVIDE THE OWNER THE ABILITY TO ADJUST THE DIMMING LEVELS OF THE PEDESTRIAN POLES THROUGH THE PROGRAMMING SOFTWARE, PROGRAMMING OF SITE LIGHTING SYSTEM SHALL BE AVAILABLE THROUGH AN OFF -SITE COMPUTER (DETERMINED BY OWNER) TO ALLOW PARK /MAINTENANCE STAFF TO OPERATE AND PRE - PROGRAM THE SYSTEM TO THEIR EVENTS SCHEDULE. THE LIGHTING CONTROL SYSTEM NEEDS TO BE DISCUSSED WITH THE OWNER /TOWN OF VAIL. DOES THE TOWN OF VAIL WANT TO CONTINUE TO USE THE STANDARD TIME CLOCK AND PHOTOCELL AS SPECIFIED IN PHASE 1 OR ARE THEY READY TO GO WITH THE RF WIRELESS LIGHTING CONTROL SYSTEM? DIAGRAMS BELOW WILL NEED TO BE MODIFIED ACCORDINGLY BASED ON DIRECTION. PARAGON EL72 DIGITAL ASTRONOMICAL PARAGON EL72 DIGITAL ASTRONOMICAL TIME WEST PROGRAMMCLIGHITS PER OWNERSANNELS NORTH ME CLOCK WITH UP TO 2 CHANNELS. PROGRAM LIGHTS PER OWNERS - SCHEDULE. PROVIDE A PARAGON LS -F' SCHEDULE. PROVIDE A PARAGON _S -F EXTERIOR PHOTOCELL FOR PHOTOCELL EXTERIOR PHOTOCELL FOR PHOTOCELL ON /OFF OVERRIDE (PER OWNER'S ON /OFF OVERRIDE (PER OWNER'S P SCHEDULING). TC P SCHEDULING). EXISTING PED. LTG CKT 6 EXISTING PED. LTG CKT EXISTING BOLLARD. LTG CKT Specification Max Input Wattage EXISTING PED. LTG CKT Manufacturer Catalog Number EXISTING PED. LTG CKT A EXISTING PED. LTG CKT 16' ROUND ANP (FROM DEMO'D RR BLDG) 208 50 5000K EXISTING PED. LTG CKT POLE ON NEW PED. LTG CKT (FROM DEMO'D RR BLDG) FULL CUTOFF HOUSING, FLAT LENS, 16' TALL EXISTING PED. LTG CKT 208 - BRONZE NEW PED. LTG CKT (FROM DEMO'D RR BLDG) GRADE CONC NEW PED. LTG CKT NEW PED. LTG CKT BASE NEW PED. LTG CKT NEW PED. LTG CKT TYPE 3 DIST, IP65 RATED, INTEGRAL 0 -10V NEW PED, LTG CKT BOTTOM OF NEW PED. LTG CKT NEW PED. LTG CKT HEAD -14' NEW PED. LTG CKT ADD ALTERNATE INCLUDE THE FOLLOWING: EXISTING PED, LTG CKT (CONTRACTOR TO VERIFY LTG CKTS) FACTORY INSTALLED LSI RIALTO LIGHTING EXISTING PED, LTG CKT (CONTRACTOR TO VERIFY LTG CKTS) 20Al2P LIGHTING CONTACTOR TO CONTROL ALL PEDESTRIAN 20Al2P LIGHTING CONTACTOR C LIGHTING CIRCUITS. TO CONTROL ALL PEDESTRIAN POLE MOUNTED DECORATIVE PARKING LOT BRONZE LIGHTING CIRCUITS. ANP Base Bid - Lighting Control Diagrams 5000K Scale: NA POLE ON Vail Ford Park Phase 2 Luminaire Schedule amp(s) Description Finish Mount Specification Max Input Wattage Key Qty Specification Manufacturer Catalog Number Volt A 40W LEDs POLE MOUNTED DECORATIVE PEDESTRIAN BRONZE 16' ROUND ANP CB12014S16.188- PA321 -1- 208 50 5000K POLE, ARM MOUNTED BELL SHAPED HEAD, POLE ON MOD-LA1943-40LEDT5-5K- FULL CUTOFF HOUSING, FLAT LENS, 16' TALL FLUSH WITH 208 - BRONZE ROUND POLE WITH 22" FLAT EXTENSION ARM, GRADE CONC LOW PROFILE DECORATIVE BASE COVER BASE ADD ALTERNATE INCLUDES: LSI RIALTO CONTROLLER* TYPE 3 DIST, IP65 RATED, INTEGRAL 0 -10V BOTTOM OF DIMMABLE DRIVER HEAD -14' ADD ALTERNATE INCLUDE THE FOLLOWING: FACTORY INSTALLED LSI RIALTO LIGHTING CONTROLLER (RF) IN EACH POLE BASE C 10OW LED POLE MOUNTED DECORATIVE PARKING LOT BRONZE 17.5' ROUND ANP 208 110 5000K POLE LUMINAI RE, TO MATCH TYPE A, ARM POLE ON TO MATCH EXIST MOUNTED BELL SHAPED HEAD, FULL CUT -OFF 2.5' TALL ABOVE HOUSING, FLAT LENS, 17.5' TALL POLE ON GRADE CONC 2.5' TALL CONC BASE, 22" EXTENSION ARM, BASE. ADD ALTERNATE INCLUDES: LSI RIALTO CONTROLLER* LOW PROFILE DECORATIVE BASE COVER BOTTOM OF TYPE 3 DIST, IP65 RATED, INTEGRAL 0 -10V HEAD --18.25' DIMMABLE DRIVER ADD ALTERNATE INCLUDE THE FOLLOWING: FACTORY INSTALLED LSI RIALTO LIGHTING CONTROLLER (RF) IN EACH POLE BASE D 40W LED WALL MOUNTED FULL CUT -OFF LED WALL- BRONZE WALL ACCULITE 120 50 4000K PACK, CAST ALUMINUM HOUSING, WIDE RE: ARCH OR EQUAL THROW DIST, WET LOCATION ELEVATIONS F LED CEILING MOUNTED LED LOWBAY, CAST BRONZE CEILING ACCULITE 120 70 ALUM HOUSING, IP65 RATED, TYPE 5 DIST OR EQUAL Not all parts and pieces may be identified in the catalog number. It shall be the Contractor's and Supplier /Manufacturer's responsibility to ensure all necessary partsI pieces, and hardware are provided with the Luminaire for a complete installation. * Contact Greg Fisher Lighting Sales, 303 - 973 -1018, for coordination of the Rialto Lighting Controllers integrated with the ANP luminaires. Air,ed Down 16 "' Ceiling mount -- TYPE D: Bronze finish wilir QISIiNI10TS WALL MOUNTED TRASH cohS001 M« ENCLOSURE LIGHT TYD E F: A. ccuLito FINIA' °' LED ARCHITECTURAL SURFACE MOUNTED TRASH Project: WALL MOUNTED ENC LOSURE LIGHT Fixture Type: (DLC QUALIFIED) U� Location: LW1 AND LW2 SERIES HIGHBAY /LOWBAY LED ContaWPhone: DOWN OR UP OPTICS Projects INDUSTRIAL LUMINAIRES LED 40W, SOW. AND SOW Fixture Type: IS1 & IS2 SERIES Location: WET LOCATION, IP65 ftAfiEC3 ackerman enQineeriny, Inc, Contact/Phonee: FIXTURE, UP TO 16,000 LUMENS Approved by the op :1 13542 West 59th Avenue, Suite A Golden, Colorado 80403 Design Review Board Ph 303 - 238 -3293 Fx 303 -238 -9009 TOWN Of HAIL By Warren Campbell at 5.47 pm, Apr 22, 2013 C to www.aeiconsu[ting.com z ❑ N M I- w `0 0� z Q C7 � ❑ rn z o ❑ W F ❑ C7 w ❑ L` z ❑ 0 ❑ Z ❑ N JLO U O 0) z �;�o❑ Q N r, rn rn Q Ln 3 o X U N 0 L_ Q N W M L W_ ILIJ O LL ILLI U) U) V) U) J z LL] o 06 LIJ cn Q O/ m ry Q z J � W 0 Q J 0— U 0 W O LL_ W Q o 0 U) I- z w 2 U O O 0 Cn z > O � U o! 0 U U) o 0 L0 v r °z c,a�w zQO� �w_� a� a J } U Qa _j� Uwaa N UQ�w z w �LL::20 z p o:2Q N Jam° a Q w J g oo0 z z Q D 2 2 °_j J ° H ~ CD Ly I- L, E D O az°§i z wo =o U � o Z n O z<wQ Cn owoa Of + — =w0z Of O U Naw– a (D zwmo O 0a0w w`–' z o °a< w < U � �0�z Sheet Number: E201