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SITEPLAN NOTE=S REVISIONS
<br /> � INSTALLALL 30'x94' CANOPY,Y. (6) FOUNDATIONS, &�6) CANOPY
<br /> NCOLJMNS EC MANUFACTURER'S DRAWINGS, & SHEET a-3 r r� r�
<br /> �.
<br /> on IIiiiiiii Ii y) DETAILS DOUBLE
<br /> Ls�0y -U
<br /> (�5.)
<br /> 2 INSTALL (2) 10' A. 30,000 GALLON & (1) 10 DIA 30,000 GALLON
<br /> i
<br /> ------
<br /> COMPARTMENTED
<br /> _
<br /> COM 'A�TM=NTH {2ok 3-99 BIO.-DIESEL./10k �n=), C � JBEL0 Lo Lo ,
<br /> 12
<br /> WALL, FIBERGLASS UNDERGROUND STORAGE TANK AS PFR
<br /> DETAILS ON —SHEETS Lo 0,
<br /> 3 INSTALL. (a) CONCRETE ISLAND FORMS, & TCl ; CONCRETE AS
<br /> __.__.____. _____ PER N �hCET ) 1
<br /> '�_v �. INSTALL 7 DIESEL FUEL. DISPENSERS
<br /> N,.�EF�..y A � PER DETAILS ON
<br /> ( ti
<br /> C J
<br /> (21, I P.SHE L_1S
<br /> i 5 INSTAI._I,_, PRODUCT VE=NT PIPING 1NC AS FT.R DETAILS ON LIE_L.TS
<br /> d Iii iii i A-1 SLOPETOWARD TANKS MIN 111 PER ONE F=OOT OF RUN
<br /> 6 INSTALL (4) CATCH BASINS AS PER DETAILS ON SHEETS A'-1 &
<br /> Iii I D-1
<br /> 7 CONNECT STORMWATER PIPING TO StormCeptor.
<br /> 3 INSTALL_ CANOPY DRAIN LINES & CONNECT TCS S11 E. G C
<br /> iPROVIDCE D CATCH BASIN AS PER DETAILS ON SHEETS D-1 >
<br /> 9, INSTAL-[- CONCRETE PAD REINFORCED WITH FIBE_RMESH �
<br /> 1 0
<br /> ( � 7x � =
<br /> LAYER 6"x6''/W2.9xW2.0 WELDED WIRE: FABRIC; AT UPPE=R 1/;3
<br /> n IIi Ii FyOIN T G1= SLAB AS PER DETAILS ON SE1EE, D 1 SE=AL 3
<br /> n
<br /> INTERFACE BETWEEN laC:yF'HAL-T & CONCRETE= V1/lTE-i LIQUID 0
<br /> i
<br /> ASPHALT, -TYPICAL ALL. EDGES- Li, 1 r
<br /> 10_ INSTALL. (1) 3" & (2) 2" VEN-1" RISERS S AS PER DETAIL. ON S[dEE1�
<br /> � [ LJ]
<br /> T-6 ll [ LI �a a,
<br /> ,- -TOPS
<br /> EACH 1 � U '1 U)
<br /> 26 A MINIMUM OF 20' & A MAXIMUM OF100'0 F� L CMN DISPENSER) �r> � ��
<br /> 11 INSTALL EMERGENCY
<br /> AS FIE R DETAILS ON SHEET D-2. � 1
<br /> Imo- " 12 INS A.. FREEZE-PROOF- hIC,,�C ON
<br /> �TCD z�ECC CONTRACTOR 1O
<br /> COPPER LINE. AS PER DETAIL. S
<br /> FIELD VERIFY ACTUAL LOC;AJION OF SITE.... WATER LINEE.
<br /> 13 INSTAL[- 6"0 BOLLARDS & FOUNDATIONS AS PER DETAIL., ON SHEE�1 D-1.
<br /> 14 FAINT DIRECTIONAL.. ARROWS AS PI_:.R DETAILS ON SHEET D-1,
<br /> 15 INSTALL.. WATER VALVE & SERVICE BOX AS PER DETAIL, ON
<br /> III
<br /> i i I SI-IEE- D-2.
<br /> 16 ASPHALT PAVING BY OTHER& SEAL.. INTERFACE BETWEE=N
<br /> ASPHALT & CONCRETE WITH LIQUID ASPIIAL.T, "TYPICAL- ALL
<br /> EDGES
<br /> I17 INSTALL OVERFILL. ALARM ON CANOPY COLUMN: SEE DETAILS
<br /> D1619
<br /> ON SHE=ET D-2.'16 INSTALL, CLEAN OUIS A`�) PER DE�EAIL. ON SHEET D-1.
<br /> INSIALL__" 0 INSTALL {turF-nCeLtor,I 8'' VCEENTERING T& 12'' WIC EXISTING, AS
<br /> ��
<br /> PER DE=TAILS ON SHEET T-'6. CONTRACTOR "TO SUF)PLY
<br /> 3C7 StormCeptu
<br /> __„ �_ _ -?1 INSTALL (2) E1._E.CTRICAL. PULL BOXES AS PER DETAILS ON
<br /> !iISHEET E-4.
<br /> 22 INSTALL BIO--DIESEL BLENDING, SUMP (PROVIDED BY 01LLI1E:F�S)
<br /> I 1
<br /> o _
<br /> SEE DETAILS ON SHEET T..5
<br /> ,__. __.______,.....__ 3 INSTAL..[- DEF REMOTE FILL BOX SEE L E _IAII....S ON SHEET T-4.
<br /> _.._.__...[F
<br /> _ '24 CORE DRILL INTO CONCRETEC.;/a1�C:F`I BASIN & GROUT 1N STORM
<br /> ,v� :,_____.____.___ ____ ;, ____.._. V, _________.__._._.._ __.____._.__ __.__,._____ti _.. 8) LINE::.
<br /> 25 C ONTRACTOR TO BOX OUT CONCRETE: (APPROXiMA" FLY 4' x 4')
<br /> TO ALLOW CANOPY COLUMN IN;>TALLATION AFTER C:,ONC:RE-1Ew
<br /> o
<br /> �
<br /> SLAB IS POURED, MUST_ BE 'BOX''-OUT, ROUND F=ORM IS NOT
<br /> 1 -.,_.._
<br /> rz° iii PERMITTED ( YFCA
<br /> ALL. COLUMNS).
<br /> --_ r_,•>o 26 TRFN I BACKFILL ABOVE PIPWJCOND
<br /> 1J
<br /> ITS BEDDING SHAL L
<br /> 25
<br /> CONSIST OF APPROVED ON-SIDE OR IMPORT SOIL ' LJ
<br /> 1 _.. C,ON PLACED IN ,
<br /> \__ -
<br /> ) L � � �� �-� LIFTS NC) GF�F::A�FL-�R �TFIAN 8 iNCh�IE::S, MC�11c>TURE= CONL)1�i�IC7NF=E `<'r
<br /> — ` —__ ..._ i SSV
<br /> r B 10 ABOUT 2 TO 4 PERCENT ABOVE, OPTIMUM MOISTURE. z co (", ,I
<br /> STORM DRAIN LINE & CONTENT PRIOR TO COMPACTION, & C,(.)MPAC -FERC) TO A „L �
<br /> L
<br /> CATCH BASIN BY OTIIERS MINIMUM 90
<br /> ASTC7
<br /> TPERCENT OF THE MAXIMUM DRY DENSITY PER ) U
<br /> Iii �11
<br /> . .
<br /> ii 27 LOCATION OF UNDER DISPENSER CONTAINMENT
<br /> (2,
<br /> — : Nd
<br /> J..Y
<br /> i
<br /> Ii Y C C.
<br /> � �~ I I _— FOOL T F'iT 1N
<br /> _� _. °���� � i
<br /> _ , _ ,STORM DRAIN
<br /> III
<br /> > )F1 —
<br /> CATCH BASIN DRAIN LINE=.
<br /> 0 Fr
<br /> 3� NEW CONCRETE PAVING LLJ
<br /> o iii ~
<br /> i
<br /> IiI 0
<br /> NOTE
<br /> CTAKEc FN
<br /> a PHOTOS OFCONCRETE 7671RA TC1 0 uj
<br /> 1" WATER LINEw u _..... C
<br /> i AREA PRIOR TO POURING CONCRETE, PHOTOS TO
<br /> r, iI
<br /> STUBBED TO 14
<br /> (1 ,
<br /> FUEL FACILITY �15 \• IL_LUSTRAJE PROPER FILL_, FORINTS, & REINFORCEMENT.
<br /> BY SITE G C, I APPROVAE... 1-0 PROCEED IS REQUIRED BEFORE THE
<br /> CONCRETE. IS PL.-ACED,
<br /> .TRUCK
<br /> 13390'
<br /> (\IIAINTEENANC;E _ _ .
<br /> "....
<br /> � ._ X,2NOTE
<br /> GARAGE Si[F 1 �a � i THE .. SYSTEM, _. .
<br /> _. CC NTA NME4NT SUMPS,MUST BEAN TAL ..E.D T_ TURBINE, FO
<br /> BE VEwNT
<br /> _-- - - 12 I �1C)� LIQUID & VAPOR TIGH Iry ACCORDING µi C) CALIFORNIA
<br /> i
<br /> Ii i iED
<br /> 1� s >�_: 2 � HEALTH & SAFETY CODE 25290.1(c). T"-
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<br /> DIESEL.. � � � DRAWN BY
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<br /> DATE
<br /> 1/25/2915
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<br /> TANKPF�z�)aT_
<br /> TANT Nc�
<br /> 2L) 0 10 ,_.o CA-1098
<br /> DRAWING NO
<br /> TANK4 BIOC�IEE::SEL01 INCH 10 FEE:7
<br /> DEF
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