Loading...
HomeMy WebLinkAboutConoco Gas Station Plans v ® P,, ~ - ,T E3IT' TE~A'.D PQRTFON 0[~ T;iE l14 Oi~ SE I1~ f7F SECTION 11, TOWNSHIP 5 StIIJTH, itANGE SI 6~rF;,;'.C OF TIfG b`1'H P. M., EAGLE COUNTY, COL©RI~DO, _ - ~-W Y LINE WHICH P,? TNS AT A POINT ON ~i"i~la iOtITH-~AO'PNRLY RIGHT OI" A UP I ~ ,t:_~'1'A'PE HT~3i{r;AY NO. "l0, WIItCH POINT OE BEGINNING LIPS SQ6°I4'27"WADI`;':'+1'VCE OI+ I?,U0.64 PELT AND N4(3°00'57"E ~ DISTANCE r`~1 ~ ~ Town of Vail Community u OE 3fla. Q4 PEET uk t i~,E SE CQRNER O[~ SAID SisCTTON ti, `1HENCI. ALONt~ Development ~ sAZD RTGI~T--or.~~-wAY rW~~°o~fa5°E ~ DISTANCE or t9o.o l~T., Tt3ENCE S~5°5f1'55°E ~t DTS'[`AI~ICE OI' 729.5t} }?EET, TEIk,NCE N05°3b'I3"W A Plan Build Neal#h DISTANt',E OE' 297, 9~ FEE'P `I'O 'Pf1E POINT OF [iEGINNING. ~G 0.500 AC. Approved ❑ TttRCT t,ON7AINiN _ , . Denied ❑ ❑ ❑ k zdC , ,.,,~.a~~. G~~d~RAL ~~~'T'~ Validity of Permit Sec. 303 {c} 19$2 U.t3.C. sur. The ~suanoe or granting of a permi# or apprt i. ?ar - specifications shall not be construed to us a ; - z, ~F~ r"pproval of, any violation of any of the pro~~is • ~ • ~ ar of any other ordinance of the }urisdica#lon, a permit based upon plans, specifications and ~ not provent the building official from #hereafl { correction of errors in said tans s ecifiea P P data.., Q~tit~i 5, ~ , nu, nn~ t,, / _ , , _ , z~'-c,^ ~ xs-wz.~ e. , } u, Iru r-, -1 ~ o. ~ r ~ars s?~n - _ t'~ l I. n, , F . ~ ~ ~ti. ~ ~ 1 rx , , ~ , ~ jr . ,r,. f~ r ,.u _ ? s , ~ , , ,f' ~ t ao, ~ . / \ _ - ~ r f ~ 4" - 0. e li ~ 8 i ~ .r" ~ d ~ f f`.i~ i f%' i ~ ~ ""°S I ~ ! i _ A ~ 1 ~ ~ ~ ~ ~ k ' ~ ~ A ~ 1~ V ~ ~ ' ~ 0 ~ ~ 0, ~ ~ r.. i ( \ i' _ ~ \ w ~ \ ~ ~ ~ ~ \ ~ ~ ~ _ . ~ ~ \ ~ ~ }t ~1. ~ ~ ti ! \ t A ~ ~ ~ 'I , ~ A ~ ~ : "~`1 t ! ~ ~ ~ V ~i I i l ~ `r ` ~i ~ ~ ~ ~ ~i r ~ \ ~ ~ ; ti i' i ~ ~ ~ ~ ~ ~ ~ i ' ~ i ~ ~ _ , i ~ ~ = ~ ~ ~ ' ~ ~ r ~i ~ ~ 1 ~ i I ~ \ I~ ~ l ~ ~ ~ ~ ~ ~ i / ~ a t ti ~ ~ ~ ~ i ~ ' ~ ~ ~ i f f ~ ti ~ , i ~r_~ j i~4 1 t `1 f trrfr i !4 t I f 1 ~  } r` , f Y ~ f . , A ~ I ~ ~ , _ _ . 1 ~ > ~~Y i CC 'mil ~ '.1! %x~.. ~ ~ ~ ~ ~ _ ~ ( ~ I_ t ~ i i ~ c-- f ~ - - - r ~ ~ r ~ ""1 , ~ ~ ~ a ~ ? I . r~. , » i ' Et ~ ~ i 2 F 2- ~ ~ I r~ _ w-. ~r 'k ~ ~ ~ - _ I f : ~ ~ ~ I r.~ ~ , . ~ ~ ~ " i ; ~ ? i ~i ~ ~a~ . i l _ ; ~ ~ n I , ~ :r~ t ~ .e , ~ , ~ s - ~I ~ ~ i ~ a, F j _ ~ ~ ~ r~ ~ ' _ - . s. I . i., m. m > , ~ ~ ~ i ~ ( . i f r'' fi~ J ~ ~ G ~5 i ~ ~ 3 2 t ~ ..a r t ~I ~i ~ ~ ' ~ ~ ~ t ~ ~ .mmnxaw.+.:~n..+aw+r.~am~...~.,.,~xmxcr -~,a~.t *r~rs l ! _ . e ~ t- _ _ __-_..r . ~ q_...._ ~ ~%~i. ~ ~~r 1.`rJ i~ i , _ ' ~_i ~ ~ 1~ ~ i ~ , . _ _ i. J(~ - 4 ( - ~ i { _ r ~ n ~ iii(?O~ -~~:It~ ~ ~ ( 'q~ r ~ I ~i7 ~ ! ~ ~6 )r.~1-. y L., ~ ~ t.~ P C= ~ a H' i ~ ar ' ~ ~ ~ ALAN ~ r _ - ~ ~ ! '9 r D"S~~N CI b ERA; k 4~ ~ r' ? P,~,I', , CTI ~ , .y,~, E t ~ ~ , _ s ~ _ _ ~ f ~ °h,. _ . _.~.t, . j I E II (f ~ E i.~~ ~ k ~ _ . ~ I ~+q ~ ~ h i i f ~ ~ . ~ a. t ~ ~ , f _ _ ~ _ ~ , ..fit S~ ~ ~ n..:F FP iSSEI ~~6 E ~ i 1~ ~ i 1 . 4. i @ , I - ~ I z r ~ t$~ 1 ~ ~ ~ v j ~ ~ i , , ~ ~ ~ I f # i ~ I ~ i . m _ { l t{j d ~ y j, ~,7 ~ ~ it ~ i } 1 ~ ~ , i ~ ~ ~ I ,r ~ _ -I- : ~ ~ „F ~ , I ~ ~ s _ ° ~...w..,. , f _ _ ~ i ! _ LEGEND: e ~ , i ~ ~ ~ . ~ r S ~ ~ r. T, . ~:f r n ( i ' 111...ee ~ way 'f~~~ _ "t. ~ e 1 _ ; _ t r - ~ 7 ~ ~  r ,s Z C~ r-~-" C _ I r r. . _..rv_~. _~...v.. , .we. x. ` C) i ti, ~ , ; z ~ _ r f i iV I ~ ~ i r ~ i~ 1 l ~ Y~ , r ? r' ~ ~ Ia r i ~ ~ - ~ w . _ ~ ~ 3 f i ° r t ~ ; i ,s } ~ ~ yl ~ ~ ~ ~ ~ I r ,E ~ ~ N j ~ { , r s: r d t~ ; fw ~ II j l ~ ~ . a _ ~ P W ~ - f._ / . I . ~ , j ~ ~ { a J ~ , . ^~m'_~ -a~a-.___.~..._ . r._........ _ t r I ~ ~ rs. ( ~ j i ~ f ~ ) t~'~ 1 ~ I_. a 3 w ~.__....W. s.bk k ~ `I ~ i ~t # s f ; ~ ~ i ~ \ 3 l v. _ w. _.w~...... .,~r.~.~,....r _,~a~_, ~ _ r a 7, s~ n , ,i. k v^{~ ---__w,.__._T_T~.. , _ - 1 is y l ! I 4, 1.., - i - r s , ~ . - _ a ~ r, ti.~m,.., ..s.~.>.... ~ a7-~ _ wf ~ ; _ r ! ~ k s i. ~4 , e. ~ e I i F ~ ,M ~ w ~ ~ _ X ~ _ _ _ , ~ ' ` 3, _ i ~ - ~ ~ ~ E I i,' I 1 ~ c ~ E s +i E ' f ~ i 4 a i ,~.I~._ _ v , ~ ~ w s - ~ ~ ~ b { i F _Y f,q___ ! ~ r ~ z ~.Htt,~~. I j f I i j E t { t ~ ~ i I i ~ ~ i ~ ~ f ~ ~ 3 r r,, »a mnw x.a. n, ,a-~,.»~.. ~ . n,z,a, ua.r~....k N r,.,>„b.M r~,w...w .s~.u,.a«« ~ ~ ~ ~ .u+m'Y. a ~ F ~ i E P EAR , l ~ f a ~ j ~ ~ r__ _.i _ 3 i , _ , ~,...,u m . , ~ ~,'n~ ~~yy ~ 'i LEGEND: PROPERTY DESCRIPTIO . N SYMBOLS. ! EXISTING SERVICE STATION BUILDING THAT PORTION OF SE 1/4 OF SE 1/4 OF SECTION 11, TOWNSHIP 5 EXISTING GRADE TO REMAIN SHOWN ~$jQ~ SOUTH, RANGE 81 WEST OF THE 6th P.M., EAGLE COUNTY, COLORADO, 2 EXISTING HIGH RISE SIGN POSTS AND BASES WHICH BEGINS AT A POINT ON THE SOUTH-EASTERLY RIGHT-OF-WAY NEW SPOT FINISH GRADES SHOWN LINE OF INTERSTATE HIGHWAY N0. 70, WHICH POINT OF BEGINNING LIES n 3 EXISTING SIGN POLE AND BASE S 86' 14' 22" W A DISTANCE OF 1200.64 FEET AND N 48' 00' s 57" E A DISTANCE OF 380.04 FEET OF THE SE CORNER OF SAID 4 EXISTING FLOODLIGHT POLE ANO BASE SECTION 11, THENCE ALONG SAID RIGHT-OF-WAY N 44' O1' 05" E A DISTANCE (7F' 190.0 FT., THENCE S 45' 58' S5" E A DISTANCE 5 NEW 24'X46'-4" FREESTANDING CANOPY. OF 229.50 FEET, 1HENCE N 85' 36' 13" W A DISTANCE OF 297.94 EREG110N BY OTHERS, FOOTINGS, ANCHOR FEET TO THE POINT OF BEGINNING. BOLTS do ALL ELECTRICAL CONNECTIONS BY TRACT CONTAINING 0.500 AC. s GENERAL CONTRACTOR EDGE OF 6 EXISTING 3" DIAMETER VAPOR RECOVERY ASSEMBLY PAVEMENT 7 EXISTING 4" DIAMETER F)tL ASSEMBLY GENERAL NOTES: WITH SPILL CONTAINMENT MANHOLE EXiSTiNG GiU.BAR 1. NO WORK IS TO BEGIN UNTIL ALL PERMITS HAVE BEEN OBTAINED. 8 CO ELECTRONIC GAUGE AND LEAK MONITORING ASSEMBLY 2. REQUIREMENTS SHOWN ON SiTE PLAN SHALL GOVERN. DRAIMNGS 9 EXISTING 3/4 HP SUBMERGED TURBINE ANO SPECiF1CAl10NS SHOWING OTHERWISE NOTWITHSTANDING. PUMP WITH LEAK DETECTOR 3. CONTRACTOR TO PROVIDE ALL EQUIPMENT AND PERSONNEL 10 EXISTING MONITORING WELL WI1H 12" REQUIRED FOR FINAL CHECKOUT OF ALL FACIUIIES BY OWNER'S DIAMETER MANHOLE REPRESENTATIVE. ` ~ BENCH MARK CHISELED SQUARE 11 EXISTING FREESTANDING CANOPY 4. ENTIRE INSTALLATION SHALL MEET ALL APPLICABLE CODES. ~ I ON CONC. SIGN 1 4' X 10' MODIFIED MPD ISLAND. SEE DETAIL 5• VERIFY ALL DIMENSIONS AND CONDITIONS ON THE Si11=. / BASE ASSUMED SHEET 2 ELEV, 100.00' 6. ALl FILL IN EXCAVATIONS AND TRENCHES TO BE PEA GRAVEL, 3 EXISTING GiLBARGO MPO MULTIPLE PRODUCT OR APPROVED EQUAL, TO BASE OF PAVING. DISPENSER. PRODUCT DESIGNA110N U- A ~ ~ o UNLEADED, P-PREMIUM UNLEADED, R- 7. CONTRACTOR SHALL PROVIDE BARRICADE PROTECTION WiTH REGULAR FLASHING LIGHTS AROUND ALL CANOPY COLUMN FOOTING EXCAVATIONS. I 14 EXISTING 4' X tO' MPD ISLAND 3 8. CONTRACTOR TO PERFORM GENERAL YARD CLEAN-UP AT p 0 15 REMOVE EXISTING CONCRETE do INSTALL 5" COMPLE110N OF WORK. CONCRETE DRIVE SLAB REINFORCED WITH ~ ~ 9. PATCH BACK AU. REMOVED ASPHALT AREAS WiTH 5" FULL ~ 6 X 6-W1.4 X W1.4 W.W.M. LIGHT BROOM FINISH DEPTH ASPHALT. 0 i6 REMOVE EXISTING CONCRETE. INSTALL 34'-O" 1O. ALL GRADES SHALL REMAIN AS EXISTS. ISLANDS SHALL BE / " " 6" ABOVE FIN. GRADE. r X 31-0 X 8 CONCRETE SLAB OVER TANKS / 4 REINFORCED WITH ~4 BARS 0 12" O.C. EACH WAY, LIGHT BROOM FINISH 11. SEE MANUFACTURERS INSTALLATION MANUAL FOR WIRING ~ a DIAGRAMS AND CONNECTION OF DISPENSERS. ~ 17 EXISTING 2" DIAMETER FIBERGLASS PRODUCT 1 INTERCOM O~ ~O~pV 98.5 2. REQUIRES TALK-A-PHONE CABLE 303 FROM ~ , LINES t~ COUNTER AREA TO SPEAKERS ON CANOPY CQLUMNS. 6 6 i8 EXISTING 2" DIAMETER FIBERGLASS VENT ONES 13 ALL ELECTRICAL INSTALLATION AND MATERIALS SHALL BE 14 Q~0 " IN STRICT COMPLIANCE WITH NFPA 70, NATIONAL ELECTRIC ~ 5 19 EXISTING 2 GALVANIZED VENTS EXTENDED CODE NFPA 30 "FLAMMABLE AND GOM 2'-O" ABOVE FASCIA LINE ~ BUSTIBLE LIQUID ~ CODE", NFPA 30A "AUTOMOBILE do MARINE SERVICE / ~ ~ STATION CODE" AND THE TOWN OF VAI R / 6 0 NEW GILBARCO MPD MULTIPLE PRODUCT L EQUIREMENTS. DISPENSERS ~Lti ~ 10 / 14. ALL UNDERGROUND HAZARDOUS AREA CONDUIT SHALL BE F HO7 DIPPED GALVANIZED RlG10 CONDUIT. THIS INCLUDES ~ 21 NEW 2" DIAMETER FIBERGLASS PRODUCT UNE5 Gti ~ 6 \ CANOPY LIGHTS AND INTERCOM CONDUIT. ALL OTHER ~ ~0 p,1~ EXTENDED FROM EXISTING PRODUCT ONES Q. \ CONDUIT SHALL BE EMT. ~ Oe ~ 0 / i ~ APR 7 \ 3/4" CONDUIT WiTH 2-~10 AWG STANQARD G 98.0 15. ALL WIRING SHA ~ ~5 \ AND 6-~14 AWG STANDARD FROM DISPENSERS LL BE THWN LABELED GASOLINE AND OIL \ TO ELECTRICAL PANEL AND GIl.8ARC0 RESISTANT` MINIMUM SIZE AWG X32 EXCEPT FOR LOW o p \ \ CONNECTION BOX. SEE GILBARCQ WIRING VOLTAGE CIRCUITS, WHICH SHALL BE AWG X18. !ry~p 7 \ p 8 DAGRAM FtXt SPECIFIC DETAILS i6. All CONDUIT RUNS FROM HAZARDOUS AREAS SHA G 0 ~ a`~ b LL BE 'y 4 ~ \ 9 " SEALED OFF AS REQUIRED BY CODE. ~ ~ \ ~ ~ 8 \ 2" 3/4 CONDUIT WiTH 4-12 AWG, FROM CANOPY N i6 LIGHTS T4 ELECTRICAL PANEL ~ , ~ \ r- 97.5 5 \~d~ V - 4 1 2" DIAMETER CONDUIT WITH TALK-A-PHONE ' ~ ~ 24'-0" / 6 X6303 CABLE TO MASTER AT CHECK OUT 1 •J / C COUNTER ~ ~ N ~ .I o 3 5 EXISTING PLANTER N i 9 6 RUN INTERCOM 1 /2" DIA. CONDUIT UP WALL AND ABOVE CEILING TO CHECKOUT COUNTER ~ N ~ 12 0 10 1 All REMAINING CONDUIT FROM NEW ISLANDS ~ ~ ~ ~ TO ENTER BUILDING THRU REAR WALL NEAR ~ 6 ° ~ i d EXISTING ELECTRICAL PANELS. U11UZE 98.17 97.8 ro DISCONNECTED CIRCUITS FROM OLD INSTALLATION. RUN WIRING TO CONSOLE ABOVE 27 17 GEiuNG R ° 98.5 EXISTING "TEES" NIPPLE do CAP. REMOVE ~ ~ N z e X N p CAPS ~ EXTEND 2" PRODUCT ONES TO NEW / I ISLAND INSTALLATION ~ 25 15 + 1 29 EXISTING CHAIN LINK FENCE 12 t ~ ~ a ~ 98.0 0 ~ a 8 'r + ~ o N o,~ i ~F' N i 98 z1 ~ ~ ~o z 1 g s9 a~ kt vii °D 98 2 ~~0 98.6 .z 0 5 ~ + 29 ~ ~ 4' 20' 0" ~ w~ " ~ ti~ 24 -0 ~0• ~ h°' + 0P ~ ~ ~ 98.0 F•~ ti. f i t ~4 X ® _ e r 9 Fmc. (3tA3) 745- 40 + R 4 4 2 0 0 ~D G X X X X X X X X X 0 0 w w w w ~wwr w w w w w w w~rwiw w w ~wws w w ww~~rr w w w•~~ w w wr~errr w w aar w ®wrer~w w 6 ~a1ST SITE PLAN S 45' 58' 55" E 229.50'4- CANOPY do ISLAND ADDITON orqr. 2154 So. FRONTAGE ROAD s: Designed By GDG Date: FEB:, 19$2 5h': Drawn By. ECS Scale: 1" = 10' Checked B x CDC Disk File:GTSINCSP ISLAND CANOPY COL, CONC. DRIVE 4/2" EXP. JT. W/3/4" MASTIC SEAL 46'-4" TALK-A-PH01 _ rei u_e_aunNC K-C-20 HORI REINSTALLED CANOPY FASCIA FROM EXISTING STEEL CANOPY CANOPY. 1" X 4" REDWOOD T ~ G., SIDING COLUMN SMOOTH, STAIN TO MATCH BLDG. TRIM & MITER CORNER 3/4" CONDUIT TO CANOPY LIGHTS R 0 i R fi I cV WEATHERPROOF RECPT. BOX FOR FUTURE W/ TALK-A- BLANK COVER KLR-2R- FLUSH FINISH PREPRINTED STATION WHITE ROOF PANELS K-SM BO r EYS SEALS 12'-2" 22'_0" 12'_2" a 0 ~d a~ " o ~ 18 BUMPER I Z GUARD ~ z~ ~ ~ STEEL CANOPY COLUMNS W PAINT DARK BROWN `a x iU ~ ~ ~ r ~ I o PUMP ISLAND PAINT h DARK BROWN x tp I ELEVATIO ~ SCALE: 1/2" = i R ELEVATION 10'-0" REA SCALE: 1/4" = 1'-0" 3'-6" 4'-D" " INTERCOM S 24 -0 EXISTING UP 5'-0" METAL CAP 1" X 4" REDW000 T do G., SIDING, SMOOTH, CANOPY - - STAIN TO MATCH BLDG. TRIM do MITER FASCIA 18 GA. FLASHING t ' i ~ FASCIA COLOR ' ' i PER OWNER i I o ~ J . N 1/2" EXT i E PIPING PLYWOOD i i PROC t i FLUSH FINISH PREPRINTED i 1" X 4" REDWOOD T do G., o i WHILE ROOF PANELS SIDING, SMOOTH, STAIN i i t TO MATCH BLDG. TRIM I ~ " » MITER CORNERS i INTERC 12 -0 12 -0 - - ~ UP 9'- FASCIA SUPPORTS BY CANOPY MFR. STEEL CANOPY COLUMN z _ 2'-O" STEEL CANOPY COLUMN WEATHERPROOF RECP' o PAINT DARK BROWN BLANK OFF FOR FUTU E ~ 18" BUMPER GUARD METAL CLOSURE ARRANGEMENT PUMP ISLAND SCALE; 1 /2" = 1'-0" sECTioN A SCALE: i" = 1'-0" R ( __L1_ R iGN CRITERIA: DES . END ELEVATION DESIGN LOADS: LIVE LOAD 70 P.S.F. WIND LOAD-HORZ. 26.5 P.S.F. SCALE: 1/4" = 1'-0" UPUFT 32.6 P.S.F. (1988 UBC, EXPOSURE C, METHOD 2} ALLOWABLE SOIL PRESSURE 3000 P.S.F. REMOVE do REINSTALL EXIST. ~ EXISTING I ~ CANOPY FASCIA q CONFORM WITH TH£ 1988 UNIFORM BUILDING CODE AND TOWN OF EXISTING VAIL'S REQUIREMENTS. CANOPY ~ ~ Lam. ~ ITS. LTS. " ~ LTS. _ 11'-0" 11'-O" 11 -0 6'-8" CANOPY 6' 8" CONCRETE T4 BE 3400 PSI AT 28 DAYS. e J REINFORCING STEEL TO BE ASTM-A-615 GRADE 60. CONNECT NEW CANOPY TO WELDED WIRE MESH MATERIAL TO BE ASTM-185. EX1511NG, WEATHERPROOF R CONNECTION ANCHOR BOLTS TO BE ASTM-A-36. 0 ~n ' ~ - - ~ t 4 TES: GENERAL NO ~l ~ ~ ~ ~--J ~__J L__J I ~--J ~ 1. REQUIREMENTS SHOWN ON SITE PLAN SHALL GOVERN. DRAWINGS ANC 1O'-O" 4'-2" SPECIFICATIONS SHO'MNG OTHERWISE NOTWITHSTANDING. 10'-2" 10'-0" 12' 0" " COM TYP. 2. NO WORK IS TO BEGIN UNTIL ALL PERMITS HAVE BEEN OBTAINED. 2 -O INTER ( ) 2'-O" 3. ENTIRE INSTALLATION SHALL MEET ALL APPLICABLE CODES. ~ MPD ~4 ~ 4. VERIFY ALL DIMENSIONS ANO CONDITIONS ON SITE. A R Q ~ p o p - - ~ 5. CANOPY ROOF flECKING SHALL BE PREPRINTED WHITE WITH FLUSH r~ I ~ I R UL P.U - P.UL UL R CEILING SURFACE. N WEATHERPROOF FUTURE RECP, 6. STRESS CALCULAl10NS PREPARED BY A COLORADO REGISTERED Q ~ ENGINEER SHALL BE FURNISHED BY THE CANOPY MANUFACTURER. va ~ PY CONCRETE ISLANO 7. CANOPY MANUFACTURER TO SUPPLY CANOPY FOOTING DESIGN AND CANO 18" BUMPER N TYP. Q CHOR BOLT LAYOUT IMMEDIATELY UPON RECEIPT OF PURCHASE COLUM ( ) AN o GUARD (TYP.) CANOPY ~ ORDER. Z COLUMN Q Q a ~ 8. STRUCTURAL SHOP DRAWINGS BY CANOPY MANUFACTURER, AND R _ -I a STRESS CALCULATIONS 70 BE SUBMITTED TO OWNER"S ~ ; _ C----1 ~ ~ 2 ( F I t F t - - t t Z I REPRESENTATIVE. i~ i I i - - I i 4 0 c~ t i i i t --t ~ 9, F.E. T4 BE FIRE EXTINGUISHER RATED A MINIMUM Of 2A-40 BC L.__J L,__J L___J ~--J 3 ~ (DRY (~IEMICAL TYPE). F.E. IN BUILDING. i z 0 10. VERIFY All DIMENSIONS ON SITE OF EXISTING CANOPY. NEW I CANOPY TO MATCH EXISTING 1N WEIGHT do LENGTH DIMENSIONS SHOWING OTHERWISE NOTWITHSTANDING. V - J ~ I - REINSTALL EXISTING CANOPY FASCIA LEGEND: a CANOPY PLAN, ELEVATIONS 22'-0* 12'-2" f - 400 W SUPER METAL HALIDE LIGHT W/ FLUSH LENSES, "F" I ATTACH TO CANOPY CEILING WITH 4-5/16 DIAM. X ST & ISLAND DETAILS COL. COL L _ 1 1 1/2" CAD. PLATED ROUND HEAD BOLTS WITH 46'-4" NEOPRENE WASHERS, CONDUIT TO LIGHT SHALL RUN ABOVE CANOPY ROOF, DOWN SURFACE OF CANOPY COLUMN, THEN UNDERGROUND TO PANEL. INSTALL WATER TIGHT SEAL AT ALL ROOF . 2154 So. FRONTAGE ROAD VA< ,z,, PENETRATIONS. LIGHT FURNISHED BY OWNER CANOPY PLAN 'S/0 LE~ Desl ned 8 . CDG Date. FEB., 1992 Sht SCALE: 1/4" = 1'-O° do INSTALLED BY CONTRACTOR. 0 Drown B ELS Scale: NOTED 2 CF 3 Checked H CDG Disk File: GTSINCCP rv, r y - _ - z 4 ~r~ rt t i 1 Ta _i ° I L. ~i .t E, { E' r 1. r i f fy ~ 1 W+ j 'r r v._ w l l l Tel. (303) 745-7448. Fax: (303) 745-7480 FIBERGLASS PRODUCT PIPING DETAILS CANOPY do PUMP ISLAND ADDITION` 38 2154 SO. FRONTAGE ROAD VAIL, COI D. Al- I;_ QO OF Cq~pO Designed B X. CDG Date: FEB., 1992 Sht Drawn By. ELS Scale: 3/4' = 11-0" ~F Checked B X. CDG Disk File: GTSINFPP