HomeMy WebLinkAboutSDP 90-05C; COSTCO GASOLINE; Site Plan<D "' ~ 0
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COSTCO WHOLESALE GAS ST A TIO N ADDITION
951 PA L OMAR AIRPORT ROAD
CARLSBAD, CALIFORNIA 92009
LOCATION MAP -S IT E PL AN VI CINI TY MAP
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EXIST. BL.D'G AREA
NEH GAS STATION CANOPY'
GONTROLLER ENGL05URE
SITE AREA
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2;5M S.F.
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R=2,115.00'
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CONSULT ANTS / AGE NCI ES
OV'INER
PRICECOSTCO, INC.
'l'l'I LAKE DRIVE
ISSAGUAH, y,j.A 'lb021
(425) 313-6154
(425) 3 13-bTIO (FAX)
ARC-HITECT,
MULVANNY PARTNERSHIP
llb20 NORTHUP y,1.Ay
5UITE E-300
SELLWE, y,j.A 'lb005
(425) b22-0444
(425) b22-412'1 (FAX)
;,TRUC-TVRAL ENGINEER,
5PAN CON5TRUCTION
lb41 HOy,1.ARD ROAD
MADERA, CA '13631
(20'!) 661-1 111
(20'!) 613-0600 (FAX)
6EOTEC.HNICAL, EN61NEER,
P51
bbb1 NANCY RID<SE DRIVE
5UITE E
SAN D IE<SO, CA '1:2121
(6 1'1) 455-0544
(b l'!) 455-1110 /FAX)
CONSUL TINIS EN61NEER,
A . E. SCHMIDT ENVIRONMENTAL
1650-'l 5ATICOY 5TREET
V AN NUYS, CA '11406
(bl.!',) 1.!',6-2313
(.!',I.!',) 1U-5440 /FAX)
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EXIST. ~ /
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RATE OY'IN
---
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PROPOSED
FUEL TRIJC,K
EXIT
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R=:235 .00'
L=224.-'I'
DETENTION "J'.«,"fY
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~ OVERALL SC.HEMATIC, SITE PLAN
¾ALE, I' = 100'-0"
/ NOTE, ◊ -EXISTIN<S LIGHT POLE
LEGEND OF SYMBOLS
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CANNON ROAD
\11 PALOMAR AIRPORT ROAD
. . . .
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ORA WING INDEX
TS TITU:51-EET
C-1 DRAINAGE PLAN
C-2 GONSTRUCTION DETAILS
D-1 EXISTING CONDITIONS ~ DEMOLITION PLAN
A-1 DETAIL. &ITE PLAN
A-2 EXTERIOR El.EVATIONS
A-5 CANOPY REFL.. CL.G. Pl.AN, c.ONTROLI.ER
ENCL051.JRE PLAN, 4 DETAILS
A-4 MISC. DETAIL.&
L-1 IRRIGATION~ ~APE Pl.AN
L-2 PLANTING PLAN
5-1 CANOPY WN&TRUCTION DETAILS
T·I TANK LOCATIONS AND PIPING PLAN
T-2 UNLEADED TANK DETAIL /30Po0 eALJ
T-5 TYPICAL TANK llURJAL
T-4 51.,HP ~ PIPING PLAN
T-5 51.,HP ~ PIPING DETAIL.S
E-1 SINGLE LINE DIAGRAM, PANEL SCHEDU..E.
ELECTRICAL SITE PLAN
E-2 CANOPY LIGHTING ~ MISC. ELECTRICAL
E-3 TUl<BINE AND MONITORJNG SYSTEMS
E-4 DISPENSER HIRING
E-5 ELECTRICAL ENC~ INTERIOR El..EVATIONS
L EGAL DESCRIPTION
PARCEL 2 OF PARCEL MAP NO. 11542 IN THE CITY OF CARL56AD, COUNTY OF
SAN D IE<SO, STATE OF CALIFORNIA, FILED IN THE OFFICE OF THE COJNTY
RECORDER OF SAN DIEGO COJNTY JME 21,1'1'15 AS FILE NO. 1'1'15-026-1103
I
ABBREVIA TIO NS
E><HAUST -
"1TL ="'-l'fltf"'. Rfllf"Ollt,C,IHC5i
l!X15TIH5 , , 1-1"6. ~ AC 11A'fJH5 """t>. RJea)IRl!I:> -·--·· --""""""""""' M . """'"" OFfHJH5 EXTBtJott MR I-Wl<al.E SG!E>. !GIEOIU
FLOOR.DRAIN • MIN. MIHIM.M s.c;. SOLIDCOP.E
FOI.N:>ATION , MIS.O. Ml~ Sl!T. 5tET
F,t•,CTOlltl' FINISH M.O. MASOt«l"CftNI~ SIM. ~MILAA
FLAT I-EAL? SCftfH M"-HOIS'flA':f ftl:51STANT 5.0J.C.. Sl.f'l'l.lfl>e'l"CWER
fLOott Mil. MlllOH IN5TAU.R> 8Y COKTRAC.TOR
f'UltNls+c:D f INST"'l..J.J:t> """· MOl,ffffl;> Sf'fGt>. SPEGl~W
6'1"0H6t "1T6. MGUITIH5 ""· --Flf!E'R lltEl~OMG.ED f'LASTJC. NJ.(;. NOT IN c.oHTlt)GT 5.5. set,/ICE Sitt::, WIT iltT' S&a.
PAlti;'5) NOH. ,.,..,NAL ""T 5TAIJtL.e9S STm..
f'OOT1H5 M.T.S. NOT TO !3GMJ!: sro. 5T>J-C>,t,RCI
6All5f OA. """""'-L sn.. •= 6AL..VAHIZW o.c;. OHGENT?!< 5'1'RICT. STI'l,<;TI.Ol!C. STI'l,<;llA'tAI.
6ALVAHIZEt> lfilO'I o><. ~ --~A:ICW
6'T'P'S!M LA'TH t f'l.,16~ """'· """""" SYS. SYSTEM
6Y'F'SU-1 JIW.J..50~. OPP. Of'POSIT!e T 'T'ReAD, TOf'
G'Y'PSU-1 eo.ARP ""'· l"NtT1T10N ne TOP• BOTTOM
HOSE~eB l'fRP. """""'""GU.AA TEI.. TELfl'HOIE
t,W,E:>IC.Af"PED "1.. l'LATla, P!OOl'fl<TY LINE l&t'. Te i U<tv
HOLLOl1 ="'-Pl.AS.LAM. F'1.ASTIC LAMl!rrrV\TE T46 TOH6UI: ' ~ Hottltot<f Al. "1.l'>C. .,_ "l'H:)OC> T6. Ta i n► doL.}65
1£16HT PU!6. PLI.MIO<H5 ,..,.._ T"!1'1GAI. --""--· flt,1,1,fi_, ll"~N6 u.o.N. ~ OTI-l!RHI~ NO'T'!D
IN51.1...A.TIOH PR PAIR I/fl!.. IIT1UTY
Jr J.JrS. ,X)IN'f ,JOINTS ....,J_ ""°..rGT U"-"· IHFORH eull.PIN6 c.oDf
L. LON5,L.&16TH l'RV ~Re:DtJGIH6 Y.G.T. VINYL ~TION TIU!
LJ,M. LAMINATE, LAHIMTW VAi.VE VERT. VERTIGAI.
LP. Llt-EAA FOOT, LIIEAL FOOT M . POINT w "™ LIQ. ua,i, Q.T. Gl)AM"( T1I.E WO i'ITHOJT
LT.HT. L16HTrEl6HT Gml. GI)-..,_ i'IOOD
MAS. '""'""""" R ~us ..,.,._ !><I,.,.,.,
MAX MAXI..,... "-"· ~ClftAJN ><P. KA. : CC I .xt"
1-1.B.S. t-£TAL DJILDlt,'5, 5il.ffl..P RI.. AAIH ueAJ:>fl< >-IA KA.TER ~5TJtriNT
>tee+I. l-£G.HAHIC,AL ,.e:;t>. RfCflVEP "'· ""16HT
1-UZ. -11£ --Rffl'Jea<ATott """'· t'El...DEDY'ilRft-ESti
"""· re...i,ep WI~ I'"~ y" Y>AD DRAIN
PROJECT SUMMAR Y
I. Sill: ADDRESS
COSTCO HHOLESALE
'151 PALOMAR AIRPORT RD.
CARL56AD, CA. q::iooq
2. ASSESQR EARl<EL N/HBE8
211-040-35-00
:l. SITE ACREME
14-"0ACRES
5. Bl/lLDIN5 AREA,
EXl5TIN6. COSTCO ~ESALE flUILDINe
PROPOSED GAS STATION /CANOP'r' AREA)
i,:5,5e," S.F.
2,240 5.F.
TOTAL 1!55t,2e> 5.F.
b . TYPE OF CONSTRIJC,TION, EXISTIN<S. COSTCO il't!OLESALE flUILDIN6
V-N FULLY SPRINKLERED
PROPOSED GA5 STATION V-N
,. QC,CUPANCY 6f<OUP(S),
EX15T. COSTCO ~SALE flUILPIN6
EXIST. TIRE CENTcR
PROPOSED GAS STATION
B-:l
B-1/6-2 s,
e,, PARKIN5 REQUIRED
COMMERCIAL SALE5
HAREHOUSE
FOOD SERVICE /PIZZA)
OFFICE r-VMEZZ
10:5,e,.le S.F. X I ~ACE/222 5.F.
25,110 5.F. X I ~ACE/1/X)O 5.F.
500 S.F. X I ~ACE/100 5.F.
:l,410 5.F. X I ~ACE/250 S.F.
TOTAL PARKIN6 REGIUIRED
q_ PARJ<IN5 PRQYIPEP I PROPOSED
STANDARD CARS ('l'X20')
COMPACT CAAS ('l'Xlb')
HANDICAPED ('l'X20')
TOTAL PARKIN<S PROVIDED
TOTAL PARKIN6 DELETED
PROPOSED TOTAL PARKING
1:25
16 1
II
"10
10. CclD'. QF CAALSBAD "MVIREP PLANNIN6 APPLICATIONS
CONDITIONAL USE PERMIT
COASTAL DEVELOPMENT PERMIT
51TE DEVELOPMENT PLAN REVIEH
ENVIROMENTAL IMPACT AS5ES5MENT
II. srre DISJBICTS
CARL56AD S&ER DISTRICT
CARL56AD HATcR DISTRICT
CARLSBAD ¾HOOL DISTRICT
12. EXIST, ZONE , C2G
13 LAND USE
EXISTING, R
PROPOSED, R
14. TOTAL Bl/lLDINiS WVERA§E,
15. PEBC,ENT LANQS(;APIN6,
If>. AVEl'\,',6E DAILY IBAEflC,
EXl5TIN6, :22%
PROPOSED, 2:2%
DISCOJNT cue e f>0/1000 5 ,F, • ",Olf>
• 4t," CARS
• 2t> CARS
• 5 CARS
• 14 C,Af<S
GAS 5TATION = 1,2W (6ASED ON TRIP GENERATION FROM EXIST.
COSTCO GA5 STATIONS)
TOTAL, q,2qt,
11. OPEN ~,¼E, NIA
I". ERQPQSED DENSITY,
l'I. UNDEVELOPED AREA,
20. STQRME SPACE,
:21. SITE WNSTAAINTS,
2:2. NJMeER Qf STQ81ES,
23. OWJPANQ'. LOAD,
NIA
NIA
NIA
NO CONSTRAINTS
I
0 (OPEN CANOP'r')
SCOPE OF WORK
THE STATION INCLUDES THREE 151.ANDS HITH THO POJElLE SIDED
6ASOLINE PISPENSERS EACH, ALLOHIN<S FOR 12 AIJTOMOEllLE
FUELIN<S P051TION5. THE FACILITY HOtLD ElE COVERED El'( A 14'-o"
FOOT HIGH CANOP'r' HITH COLOR AND Sl6NASE TO COORDINATE
HITH THE MAIN flUILDIN<S.
THE COMF'VTERIZEO CONTROLLER, i-+ilCH ~ THE PAYMENT,
PlJMPINe, AND MONITORIN<S SYSTEMS, 15 HOU5EP 6Y A SIX FOOT El'(
EIGHT FOOT STE!:L ~IT PAINTED TO COORDINATE HITH THE MAIN
HAREHOUSE. FUEL 15 TO ElE STOREP IN THREE Dot..eLE HALLED,
Fl6ERGLAS5 ~ STORA6E TANKS.
THE 5Y5TEM TO ElE INSTALLED INCLUDES AN ALARM TIED INTO THE
COSTCO OFFICES, LEAK DETECTION 5Y5TEMS TO AUTOMATICALLY
STOP THE FLOH OF GASOLINE, AN INTERCOM TO THE MAIN
HAREHOUSE TO CALL FOR A551ST.ANCE, AND A CONTII-L'O\JS TANK
MONITORIN<S 5Y5TEM TO CHECK FOR FLUID LEAIG i,+ilC,H COJLD
HARM THE ENVIRONMENT.
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-CONC.
WALK7 -= =-7J___ -6' -9" EX IT. PLANTER
' TG 72.84
EXIST. CB #4
INY . 68.84 A I NEW CURB AS REQU IRED
------------------------------------
CONTROLLER /
ENCLOSURE .....,/
EXIST.
L
EXIST J
CURB
II ~ --.?.?..s N
\ \ ---
11 l \_ NEW CURB
\ NEW PLANTER
TO MATCH .-.ct 1..9 ADJACENT EXIST . -
,..,,-:,
/
------l~--J
SEE ARCHITECTURA L _,,(
SHEETS FOR TRAF FIC I
CONTROL SIGNS AND r✓
MARKINGS TYPICAL l//✓/
,(''77,S,,,L,--+--'-'-_,..
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__ 7L5.... ~if/,~ Y½--L_
'y
1 1--./
70 ----CONCRETE
FLUME , 12" WIDTH
I I
I
/
EXIST. PLANTER --' LS.2'.:-
NOTE: 1
NOTE:2
NOTE :3
THE SPILL INTERCEPT AND OWS SIZIN G CALCULATIONS , DETAILS,
AND OPERATION OF THE HOLDING TAN K AND THE OWS ARE
SHOWN ON C-2 . THE OVER FLOW SPILL HOLDING CAPACITY IS
372 GALLONS. AT THE FLOW RATE OF 12 GPM IT WOULD
TAKE 31 MINUTES FOR THIS QUANTIT Y TO SPILL FROM A
SINGLE DISPENSER HOSE .
THE OWS IS SIZED TO "HANDLE" (10 PPM EFFLUENT) A STORM
WATER FLOW OF 55 GPM. CALCULATED FLOW IS 57 GPM .
CONSIDE RIN G A 3"/HR STORM INTENSITY . USE A HIGHLAND EZ
550 FLOW RATE 55 GPM, GAL. CAPACITY 550 (10 MIN.
RETENTION), (224 GAL. SPILL CAPACITY .), 4" ¢ IN-OUT, 3.5'
¢ x 7'-9' LONG W/ (2) MEAN S OF COALESCING THE
HYDROCARBONS (PLATES AN D FILTERS).
THE EFFLUEN T DISCHARGE SHALL RUN IN A 4" PVC LINE TO
THE CLOSES T SD PIPE ALONG A PATH WHICH PERMITS A 1%
MIN. SLOPE . AVOID CONFLICT WITH EX ISTING UNDERGROUN D
UTILITIES. OBTAIN WRITTEN PER MI SSION TO ENTER UTILITY
EASEMENTS.
-, u
FUTURE AIR/WATER UNIT --TANK VENTS SEE T-1 7
;;;_c-c ..... ;;;;,f---==-
ci ---------------------------------------------------
I ,
APPROVED
DRAINAGE -UTILITY PLAN
1" = 10'
i
CJ I")
'<t
73 -
-15' PUBLIC SEWER
EASEMENT --
--
-J-
ARCH 'L FOR STRIPING
"--------CONC. PAD 10' x 10'
CENTER 9' FRO M FILL
TG
FL
ME
INV.
l]ITJ
REMOVE PLANTER
REMOVE EXIST. CURB
TE MPORARY CONSTRUCTION FENCE : APPROX.
WORK AREA BOUNDARY
NEW AC PAVING □ CONCRETE SLAB
REMOVED EXIST AC PAVING SECTION , PROVIDE
NEW PLANTER
RIDGE GRADE BREAK
STORM DRAIN
TOP OF GRATE
FLOW LINE
MEET EXISTING
INVERT
EXISTING CONTOUR
NEW CONTOUR
EXIST CURB
NEW CURB
NEW CURB AND GU TTER
I
TOP NEW CONCRETE ISLAND
RENEWALO
S-31-
0FcALI
TC 73 .4 .,,.,...._._TOP CONC . CURB
72.9 ~EX IST. OR NEW TOP OF PAVEMENT (F INAL OR
FINISH GR ADE); VER IFY ACTUAL EXI STING
ELEVATIONS IN FIELD
DENOTES DRAINAGE FLOW
DEN OTES TRAFFIC DIRECTION, SEE ARCH 'L FOR
ACTUAL TRAFFIC MARKING AND SIGNAGE
-----
7 -----
~
--
EXIST. ,,I-
F. H. ~
----
.
0 '<t
01-\ RELOCATE AREA ; \ I LIGHT /
I
~~ I r-m 0 / 'l ,½>-1 EXIST. PVC CONDl,)lt // 1//:'½ EXPOSE AND :0"TECT
, , I ,,y. UNDER NEW o/'. E PAVEMENT
-------~\-+-;t~,, __ 0 .... ,.,f✓,;; I
"' 0 / ~ '// ./ / /
/
I
I '/ '/ '/
/NEW LOCATIOJ.( FOR AREA, LIGHT ,,,/
'A.r-KEEP c/ OF Ex19✓: CON,~/~::>'
.(__ PR E~VE AND /MAINTAIN
EX IST . PV C / ~XIST. PLAtfFERS AS /
CONDUl1/ / MUCH A~/f'OSSIBLE, yTYP .
/-EXIST . UTILITY ,/
/ VAULT / / )O" PUBLIC /4ATER-
/ /, MAIN IN 15' .EASEMENT
// /
GRADING NOTES:
1. CUT AND FILL: THERE IS NO FILL TO BE IMPORTED. CUT MATERIAL
IS PRIMARILY THE SOIL EXCAVATED FOR THE FUEL STORAGE TANK
PIT AND THE FUEL PIPING/ELECTRICAL TRENCHES. THIS SOIL IS
REPLACED BY THE TANKS AND PEA GRAV EL BACKFILL. THE
QU AN TITY OF PIT SO ILS EXCAVATED AND EXPORTED IS ESTIMA TED
AT 1930 CY. MAX . ELEV. RISE 72.9-70.2=2.7'
2. DEMOLITION CONSISTS OF REMOVAL OF EXISTING AC PAVING AT
NEW SLAB AREAS AN D FOR TRENCHES, THE REMOVAL OF EXISTING
PLANTERS, AND THE REMOVAL OF EXISTING 6" CONC RETE CURB.
DEBRIS SHALL BE TRUCK ED TO APPRO VE D DUMP SITES ALO NG
APPROVED HAUL ROUTES.
3. SEPERATE EXCAVATION (GRADING ) PERMIT(S) MAY BE REQUIRED BY
THE BUI LDING DEPT . A GRAD ING PERMIT SHALL BE OBTAINED
PRIOR TO AN Y DEMOLITION , DIGGING, OR EXCAVATION, AND MAY BE
REQU IRED AT THE TIME THE BUILDING PERMIT IS ISSUED. NOTE
THAT THE GRADING PERMIT MAY BE SEPARATE FROM THE FIR E
DEPARTMENT AND BUILDING PERMITS.
4 -BACKFILL NOTE : TANKS AND PIPIN G SHALL BE BEDDED AND
BACKFILLED WITH PEA GRAVEL WHICH IS WASHED, FREE-FLOWING ,
AN D CONFOR MIN G TO ASTM C-33 PARA.9. 1 SIZ ES 6 THROUGH 8
(NO MORE THAN 5% BY WEIGHT MAY PASS THROUGH A #8 SIEVE)
WHICH IS A MIX OF ROUNDED PARTICLES SIZED BETWEEN 1 /8"
AND 3/ 4" DIAMETER. TANKS SHALL BE BEDDED ON 12" MIN .
(PIP ES ON 6" MIN.) OF THE ABOVE-SPECIFIED GRAVEL BACKF ILL
OV ER AN UNDISTUR BE D FIRM SOIL SUB-BASE. PIPES SHALL BE
COVERED BY MIN . 6" OF THIS PEA GRAVEL.
5. CO NCRETE SLAB: 6" RE INFORC ED CONC RETE OVER 6" MIN. ABC
OVER FIRM , ORIGINAL, UNDI STU RBE D SO IL SUB -BASE OR SOIL
SUB-BASE WHICH IS FULL COMPACTED TO 90%. CON CR ETE AND
REBAR SHALL BE AS SPECI FIED. REINF ORC ING IN CONCRETE SLABS
SHALL BE #4 AT 18" OCEW, CENTER ED IN DEPTH OF SLAB . ABC
SHALL BE CO MPACTED TO 95%, TYP .
DRAINAGE NOTES:
1. EXISTING DRAINAGE PATTERN WILL BE MAINTAINED. THI S PROJECT
WILL NOT SIGNIFICANTLY CHANGE EXISTING SURFACE ELEVATIONS
EXCEP T AT THE SOUTH EN D OF THE ISLANDS. NORTH END OF
NEW CONC RETE SLAB EACH SIDE OF THE GASOLIN E DISPENSER
ISLANDS AND THE NEW SLAB OVER THE UNDERGROUND GASOLINE
STORAGE TANKS (UST's) WILL BE INSTALLED AT ESSENTIALLY TH E
SAME ELEVATIONS AS THE EXISTING AC PAVEMENT SO THAT
PRESENT PATTERNS OF DRAINAGE WILL BE MAINTAINED.
2. INSTALL NEW CONCRETE SLAB AT ELEVATIO NS SHOWN.
iJ,<,<"4/ 3 . LAYOU T AND ELEVATIO NS ; INSTALL ALL NEW WORK SO THAT THERE
WILL BE NO PONDED WATER DUE TO THIS PROJECT AND ALL
SURFAC ES HAVE A POS IT IVE SLOPE. PRIOR TO ANY DEMOLITION ,
LAYOUT IMPROVEMEN TS AND VERIFY EXISTING ELEVATIONS IN THE
AREA OF THE WORK. USE ACCURATE INSTRU MENTS AND GRADE
STAKES TO ACHIEVE SLOPES. IF ELEVATIONS ARE NOT ESSENTI ALLY
AS SHOWN OR IF DISCREPANCIES ARE DISCOVERED, NOTIFY THE
A.E. SCH MID T DESIGN OFFICE IMMEDIATELY SO THAT ANY
NECESSARY REVISIONS CAN BE MADE.
4. PERFORMANCE: IN STALL NEW PAVIN G AND SLAB S TO PROVID E
POSITIVE STORM DRAINAGE WIT HOUT PON DING AND SO THAT
CONCE NTRA TED WATER WILL BE DIRECTED AWAY FROM THE TAN K
SU MP MANHOLES.
5. CANOPY ROOF DR AINAGE SHALL BE COLLECTE D IN AN
UNDERGROUND PIPE SYST EM WH ICH IS SHOWN ON THE DRAWIN GS.
~ ~ 111 11
I I I I I
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~ C-1 i ~ 13JUNi7
le "' o.,_~-----------------------------------------------------------------------------....1----------------------....L-------------------------,j,......1.-----FILE ~
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G
6" CLASS II AGGREGATE
BASE COURSE COMPACTED
TO 95¾\
AC PAVING SECTION
NTS
1 /2" R (TYP.}-"-.
AC PAVING -\ •"'-.·~,
CURB AND GUTTER DETAIL
NTS
1 /2"
PLACE 3/4" GRAVEL AS INDICATED
CONTINUOUS ALONG WALL/FOOTING
INTERFACE (6"x6"). SURROUND
WITH 4 oz GEOTEXTILE. -~
1" PVC SLEEVE AT
10' OC FOR WEEP HOLES ---
18"
3" ASPHALT CONCRETE r; "'"""'' m ,00%
6"
FOR 'H' <
H= 18" TO
H=24" TO
H=30" TO
<.O
' N
18", USE LO \g}
24". W=28 11
36", W=34"
36", W=40"
PLANTER DETAIL WHERE "H" EXCEEDS 18"(MAX. 36")
NTS
1/2" R. (TYP.) -,-----\ -----·----•... ,
2500 PSI CONCRETE W/ ----------\ 6 • /?
#4 T+B. 3" CLEAR OF ·,, \.~-,r 2" MIN,,
18" MAX.
EARTH FACES •,." ' I/ ,~------------',i;,
BELOW LOWEST
/ ADJACENT GRADE-
SHALL BE EQUAL
TO HEIGHT OF
CURB ABOVE
GRADE AND
MIN. 18"
RADIUS TOOL EDGES (TYP.) --\
ZIP STRIP/ SEALANT········-, ,
SECOND POUR ---,,\ \\
\ \ \\ \~
1·· ---ALL SLABS 6" MIN.
/ THICK CONCRETE
I I
,-----FIRST POUR
---(14 AT 18" OCEW
CONT. THROUGH
CONTROL JOINTS
( COLO JOINTS OR
CONSTRUCTION
JOINTS), CENTER
REBAR IN DEPTH
OF SLAB.
CURB DETAIL
NEW CONCRETE PAVING SECTION AND
SLAB CONTROL JOINT
NTS HTS
2' TO ISLAND
6" REINF.
/-ACO #100 Tf<dlCH DRAIN
W/460 GRATE
/
/ (LOAD CLASS OF C) CONG. TRAFFIC
SLAB -,
VARIES FROM
MIN. 6 " TO '\\ 6.1" t SH
i ·r
I
' r I
TRENCH DRAIN DETAIL
BASIS FOR DESIGN:
STORM WATER FROM THE FUELING AREA WILL FLOW VIA THE TRENCH DRAIN AND
A 6"¢ PIPE THROUGH THE HOLDING TANK (\'l'HICH ACTS AS A SURGE TANK)
AND THROUGH A NORMALLY OPEN VALVE TO THE OWS. THE HOLDING TANK
WILL BE NORMALLY DRY ABOVE THE INVERT OF THE OUTFLOW PIPE. IN THE
UNLIKELY EVENT OF A SIGNlFtCANT AND UNCONTROLLED FUEL SPILL, MARKED
EMERGENCY SHUTOFF SWITCHES ARE LOCATED NO FURTHER THAN THE 75' FROM
ANY DISPENSER. THE STAFF WILL OBSERVE THE FUEL SALES ACTfVITY USING
TWO CLOSED CIRCUIT TV CAMERAS. IT IS APPROXIMATELY 275' ,ROM THE STAFF
MONITOR LOCATION TO THE VALVE. A PHYSICAL RESPONSE TO THE LOCATION
OF A SPILL SHOULD TAKE LESS THAN 5 MINUTES. SIGNS WILL DIRECT THE
(;_A._i,~U 1A TLQJ:,15.;...2/'.1!,.L CONTAINMENT CAP AC ITY _p_f_JiQLD!JiG._J_AI_II_I\
FROM INVERT OF OUTFLOW PIPE TO TOP OF OVERFLOW 68. 1 TO 70.3 CF
SUMP ENO 1 .5 x 3.5 x 2.2 DEPTH = 11 .55 CF
SLOPED AREA 6.5 x 3.5 x (1.8+1.3) = 35.26 CF
6" ,s PIPE, s... r' (15') =
r2 = .25'
2
2.95 CF
49.75 TOTAL CF
49.75 CF (7.48 GAL/CF) "' 372 GAL, SAY 370 GAL
RATED SPILL CAPACITY OF OWS IS 224 GAL
COMBINED SPILL CAPACITY IS 224 + 370 = 594 GAL
GASOUNE DISPENSER HOSE FLOW RATE IS 10 TO 12 GPM.
AT 12 GPM IT WOULD TAKE ,2J MINUTES TO FILL THE HOLDING TANK AND
18.6 ADDITIONAL MINUTES TO FILL THE OWS.
OWS SIZING CALCULATIONS
BASED ON 3" /HR RAINFALL INTENSITY. CONTRIBUTING AREA OF 36' x 138'
(FUTURE 4TH ISLAND SIZE) WOULD BE 4.,968 SF LESS CANOPY AREA OF
28 x 112= 3136 = 1832 SF (.25' /HR) = 458 CF,
458 x 7.48 = 3426-GPH. 3426/60 = 57 GPM. THE SPECIFIED OWS HAS
A CAPACITY OF 55 GPM (10 PPM EFFLUENT)
PROPOSED
fl.lEL TRUCK
SITE ENTRY
,\
1v1
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I i
I.E. INLET 68. 1 -\ ( '\
\ .---OVERFLOW
---TO OW <------)-·----
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/✓
L---NEW PLANTER /
/
I
NOTE: ALL EXPOSED PIPE ANO FITTINGS 4" GALV. STEEL
PLAN
SECTION
HOLDING TANK DETAIL
ms
PALOMAR AIRPORT ROAD
y
-6" CONG. AT
ISLAND SLAB,
AC PAVING
ELSEWHERE ~III I I I I I I I I I I I I I I I II I I I I I I lillllWJ ~ 11111111111118 \"'-==~
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PERSONS AT HAND TO USE THE EMERGENCY PUMP SHUTOFF SWITCH TO SHUT
OFF PUMPS. THIS WILL SOUND AN ALARM IN THE STAFF AREA WHERE THE TV
MONITORS ARE LOCATED. IF A SIGNIFICANT FUEL SPILL OCCURS, ALL PARTIES
WILL BE DIRECTED BY SIGNAGE AND THE EMERGENCY PLAN TO CLOSE THE
VALVE THEREBY CONFINING SPILLED FUEL TO THE HOLDING TANK FROM WHICH
IT CAN SE PUMPED. ANY FUEL REACHING THE OWS (WHICH WILL RETAIN 224
GALLONS OF SPILLED FUEL) CAN LIKEWISE BE PUMPED OUT AND HAULED AWAY.
IT SHOULD BE NOTED THAT STAFF CAN ANO WOULD IF NECESSARY SHUT OFF
THE PUMPS {AND ALL FUEL FLOW) FROM INSIDE THE BUILDING. IN ADDITION,
AUTOMATIC SHUT OFF DEVICES STOP FUEL FLOW IN THE UNLIKELY EVENT THAT
A HOSE IS TORN LOOSE OR A DISPENSER IS KNOCKED OVER. NOR CAN FUEL
FLOW FROM AN UNDERGROUND TANK BY GRAVITY OR SIPHONAGE. 111ttttttmttlHHttf~ttfHl1 ~: = ~~i.':~~~--
H++~+++i+, HI~--HN-HEJ~ lllJ 11l~~J--illJIDBI@T~ /£,,,<;..::.-------:;,-
EXISTING • Costco W'f9LtsseLE
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EXIST. CLARIFIERn ,/ • .__.;,
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IHi·H-H· ~~
• '
1ST RE ~,
PROPOSED
FUEL TRUCK
ROUTE
I
% '•,'-.... -.
POC, NEW 4"¢ PVC EFFLUENT
LINE TO EXIST. STORM DRAIN
EXIST. INLET, VERIFY
LOCATION AND INVERTS
APPROVED
ED TENTATIVE MAP/SITE
N
PLAN OF ENTIRE SITE SHOWING OWS EFFLUENT CONNECnON
TO EXIST. PRIVATE STORM DRAIN SYSTEM
NTS
v z: ......
C-2
13.JUN. 97
t:L..... ........ --------------------~------------------------------------------------------------D: \,.lobs\AESE\Coslco\3317 -Corisbod\cd\i0-2-97\CARL-C ·2 -OLD
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(B
B
C
C
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A
B
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B
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B
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C
C
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8
8
C
C
A
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B
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PANEL SCHEDULE
NOTE: SEE PROJECT MANUAL FOR ELECTRICAL SPECIFICATIONS
PANEL " A " 120/208 VOLTS 3 (j) 4 WIRE
CIR. BREAKER LTS. REC. MISC. REMARKS VOLT-AMPS
NO. AMP POLE L-1 L-2 L-3 LCL
1 20 1 1 DISPENSER UNITS 1 &. 2 960
2 20 1 1 -DISPENSER UNJTS 3 & 4 9i:;n -_c -
3 20 1 -1 r -GILBAl!CO A0TOGAS 1 80~ --
4 20 1 1 A/C UNIT -1200 -
5 20 1 1 PHONE MODEM 180 ✓
6 20 1 2 LIGHTING 80
7 20 1 1 DISPENSER UNITS 5 &. 6 960
8 20 1 1 DISPENSER UNITS 7 &. 8 960
9 20 1 1 -i;,,r,prArl E 1RO --• -
• 10 LV 1 --:_ GAS MAST•i;, CONTROL UNIT JHO
11 SPACE 1-
12 I SPACE
13 20 1 1 DISPENSER UNITS 9 &: 10 960
14 20 1 1 DISPENSER UNITS 11 & 12 960
15 SPACE
16 SPACE
17 SPACE
18 SPACE
19 20 3 1 5 HP TURBINE (TNK 1) 2033
20 20 3 1 5 HP TURBINE (TNK 1) 2033
21 20 3 WITH CIRCUIT /i!19 2033
22 20 3 WITH CIRCUIT 820 2033
23 20 3 WITH CIRCUIT 819 2033
24 20 3 WITH CIRCUIT /i!20 2033
25 20 3 1 -S HP TURB'"II'" lTNK 3) 2'"~ -
26 2n 1 -. HASSTECH' CONTROL PANEL 180 -• 1 . -
27 20 3 WITH CIRCUIT ,.-,,,-, -2033 -,_
28 20 1 SPACE
29 20 3 WITH CIRCUIT 11-25 2033
30 20 1 SPACE
31 20 1 1 VEEDER-ROOT CONTROL PANEL 360 ✓
32 DISTRIBUTION BOX 360 ✓
33 SPACE
34 SPACE
35 SPACE
36 SPACE
37 20 1 1 VEEDER-ROOT REMOTE ALARM (STORE) 360 ✓
38 20 1 1 VEEDER-ROOT REMOTE ALARM (ISLAND) 360 ✓
39 20 1 1 CANOPY LIGHTING 1800 ✓
40 20 1 1 CANOPY LIGHTING 1800 ✓
41 20 1 1 CANOPY LIGHTING 1800 ✓
42 20 1 1 CANOPY LIGHTING ~ 1800 ✓
MAIN 150A -3 p SUB TOTAL 11:hil9 9959 10020
96.S TOTAL 34887 25% 2505
AMPS. CONNECTED 34887
103.""J AMPS. W /LCL TOTAL 37202
FEEDER: 2" C, ( 4) 12/0 + (1} /f6 E-G
SURFACE MOUNTED * PANEL AND BREAKER ELECTRICAL ENCLOSURE AIC = 10,000 LOCATION
NOTE:
DISPENSER PUMPS WILL HAVE NEUTRAL DICONNECTING TYPE CIRCUIT BREAKER.
CANOPY LIGHTING BREAKERS SHALL BE SWITCH RATED.
LOAD CALCULATION
CONNECTED LOAD -FUEL STATION = 134.7 KVAI
o-------P.O.C TO EXISTING POWER CO. f'ACILITY
I
' I
I , -----EXIST VAULT OR POLE □II
I c1-,-,-------4" C.O. PVC, OR AS REQUIRED
: BY POWER COMPANY (VERIFY)
<'?
I I
I
_ _ ) . _ ------PAD MOUNT TRANSFORMER.
'-A.A.AJ -----~-PROVIDE CONCRETE PAD
@
~ METER SOCKET ON CONTROLLER ENCLOSURE
--FUSE DISCONNECT SWITC, 200 AMP, 3POL£ +SN, 250 VOLT
FUSIBLE, NEMA 3R. 150 AMP FRS-R FUSES. LOCATED AT LOCKABLE METER.
,---___ ( 1) -/f4 COPPER GROUND TO GROUND ROD
AND SERVICE GROUND ELECTRODES.
2" C, (4) {12/0 + (1) lf6 E-G --~-.
NEW 225A
PANEL "A"
IN
CONTROLLER
ENCLOSURE
BOND STEEL ENCLOSURE FRAME
TO GROUND ROD, SEE E-5 -
NOTE: VIDEO RECEIVERS SHALL BE
MIN, 10' APART.
SEE SHEET E-2 FOR VIDEO
AND TRANSMITTER
LOCATIONS ATOP OF NEW
GAS STEATION CANOPY.
NOTE: LOCATE VIDEO RECORDER,
VIDEO MONITOR, INTERCOM
PHONE, ANO REMOTE ALARM
IN MEMBERSHIP AREA. flELO
VERIFY.
SINGLE-LINE DIAGRAM mco "'" =·-
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PALOMAR AIRPORT ROAD
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INSTALL GAS MASTER
CONTROLLER SBG 200 SERIES
fi!III I III IIIII ~
U.G, CONDUITS
FOR WIRE SERVICES
EXIST. LIGHT (TYP) PER MANUFACTURERS
SPECIFICATION-
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ELECffllCAL SITE PLAN
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