|
OVERALL TANK SLAB VARIES WITH cum,
<br /> NUMBER AND DIAMETER OF TANKS
<br /> NOTES UST INSTALLATION
<br /> TYP. Tank Slab Concrete Specifications
<br /> O SLOPE CONCRETE AWAY FROM ALL MANHOLES 1"RISE OVER 12"RUN. 218 00 MERIDIAN ICAL
<br /> INC
<br /> IAN PARK BLVD,STE G
<br /> FIBER REINFORCEMENT TO BE USED. PREMIX UNIFORMLY THROUGHOUT CONCORD,CA 84520
<br /> aN UNLESS OTHERWISE NOTED ON THESE DRAWINGS: O CONCRETE.CONCRETE STRENGTH SHALL BE 4,000 PSI fc AT 28 DAYS, PH:(925)446-6806
<br /> 1. a. CONCRETE - REGULAR WEIGHT HARD ROCK CONCRETE (150 LBS/CU FT) 5. MAINTAIN CONCRETE IN A MOIST CONDITION FOR AT LEAST 7 DAYS HOWEVER THE MINIMUM DESIGN STRENGTH IS 2,500 PSI fc AT 28 DAYS.
<br /> 1 3 b. CEMENT - TYPE 1/II, SULFATE RESISTANT AFTER PLACEMENT. THIS CONCRETE SPECIFICATION IS A VOLUNTARY UPGRADE,THEREFORE
<br /> TURBINE AND VENT/ 4� a AGGREGATES - ASTM C33. (MAXIMUM SIZE 3/4 INCHES) NO SPECIAL INSPECTION OR TESTING IS REQUIRED.
<br /> STAGE II VAPOR
<br /> RECOVERY SUMP d. 28 DAYCONCRETE STRENGTH (f c): 4,000 PSI - SLAB 6. PLACE CONCRETE DIRECTLY FROM TRUCK INTO FORMS. DO NOT PUMP REINFORCING BARS TO BE NO LESS THAN 2"AND NO MORE THAN 4"
<br /> (T".) MINIMUM DESIGN IS BASED ON 2,500 PSI.THIS ISA VOLUNTARY UPGRADE.THEREFORE NO CONCRETE UNLESS SPECIAL INSPECTION, IN ACCORDANCE WITH CHAPTER O FROM SURFACE.
<br /> SPECIAL INSPECTION OR TESTING IS REQUIRED. 3 OF THE IBC, IS PROVIDED. REINFORCE CONCRETE SLAB AROUND MANHOLES WITH(4)#4 REBAR 60" FVD.Ca150LTANT:
<br /> SLUMP - 3"+ 1` - 4' MAXIMUM AT POINT OF PLACEMENT O IN LENGTH FOR LARGE MANHOLES 30"FOR SMALL MANHOLES. PLACE
<br /> f. SHRINKAGE - 0.059, MAXIMUM 7, SUBMIT MIX DESIGNS, WITH STRENGTH AND SHRINKAGE TEST RESULTS, REBAR 6"FRO SIDES OF BOX
<br /> g. ENTRAINED AIR RANGE -29 TO 49. TO OWNER'S ENGINEER AT LEAST 7 DAYS BEFORE PLACING CONCRETE. USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE,MIN
<br /> SLAG.CINDERS.OR DEBRIS.
<br /> 2. CONCRETE SLAB THICKNESS SHALL BE A MINIMUM OF 7.0 INCHES UNLESS OTHERWISE NOTED 8. CONSOLIDATE CONCRETE IN PLACE USING A MECHANICAL VIBRATOR. OO ALL SUBSTITUT S Mu TI BE APPROVEDFREE OFLBY MANUFACTURER'S&OWNER'S
<br /> z CONTROL JOINTS TO 1 3 q ON THESE DRAWINGS.THICKEN EDGES AT MANHOLES AND SLAB ENDS. FIELD REPRESENTATIVE.
<br /> r I BE'TOOLED"WITH 9. BEFORE PLACING CONCRETE, SECURE REINFORCING STEEL,ANCHOR BOLTS,
<br /> 3/8'RADIUS 3. CONCRETE SHALL BE NORMAL WEIGHT WITH A MIX OF 1 : 2 1/2 : 3 1/2, WITH A MAXIMUM 7 DOWELS,AND OTHER INSERTS IN POSITION TO PREVENT MOVEMENT. O TANK PAD MINIMUM 2'-0"OFF OUTSIDE WALLS OF TANKS,AND MUSE
<br /> w 1/2 GALLONS OF WATER PER SACK.ADD 1.0 TO 1.5 LB STEALTH FIBER REINFORCING PER CU. COVER THE FOOTPRINT OF THE TANKS.REQUIRED TO PROVIDE FOR
<br /> YD. CONCRETE. PROPER TANK HOLD DOWN.AND TO PREVENT ACCIDENTAL DRILLING
<br /> 10.MATERIALS AND WORKMANSHIP SHALL CONFORM TO A.C.I. - 318 INTO TANK.
<br /> g 4. REINFORCING STEEL- SUMP CAGES AT ALL OPENINGS SHALL BE#4 REBAR. (SPECIFICATIONS OF THE DESIGN AND PLACEMENT OF CONCRETE). 7 CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE
<br /> O CORNERS WHERE MEETING CONCRETE. 711
<br /> 0
<br /> o SEE SITE SPECIFIC PLANS FOR ACTUAL TANK SIZES,PLACEMENT,AND
<br /> OORIENTATION. FINAL SITE SPECIFIC TANK LAYOUTS SHALL BE APPROVED
<br /> I`� BY THE LOCAL OFFS ALL TERMINAL MANAGER OR HIS AGENT. FINAL
<br /> SAWED CONTROL JOINTS LOCATION SIGN-OFF SHALL BE DOCUMENTED.
<br /> 0
<br /> A
<br /> ALL MANHOLE ACCESS COVERS
<br /> TO BELOW GRADE SHALL BE 7" MIN. FIBER REINFORCED
<br /> FILL SUMP K12 Architects,hnc
<br /> o LIQUID TIGHT AND LOCKABLE CONCRETE SLAB. SEE 309OFite Circle,#104
<br /> (TYP.) SPECIFICATIONS ABOVE. Sacramentq CA 95827
<br /> ANNULAR CONCRETE SLAB DESIGN PH:916 455-6500 FAX:91fi 455-8100
<br /> 4,000 P.S.I. 0 28 DAYS ( ) ( )
<br /> z NOTES: A.C.PAVING 1_1/2" 18" 18" 18" 18" O
<br /> r OPENIN IN SLAB TO HAVE 1-1/2" THICKENED (TYP.ALL) (TYP.) (TYP.) (TYP.) (TYP-) A.C.
<br /> CROWN CONCRETE EDGE
<br /> TANK P SHALL EXTEND A MINIMUM PAVING
<br /> 2'-0' OND OUTSIDE WALLS OF
<br /> o> TANKS, D MSlSI COVER THE ENTIRE a a !
<br /> 0 OF THE TANKS.IN ORDER ~ �
<br /> QDE FOR PROPER TANK HOLD • gO •8a
<br /> 7 DOWN.AND TO PREVENT ACCIDENTAL 3" PEA-GRAVEL MIN. E
<br /> \ DRIWNG INTO TANK. PREVENT LOAD TRANSFER BP MASTER DRAIMNG REl£ASE NUMBER
<br /> CHAMFER SLAB CORNERS WHERE TO TANK TOP O5 COXX V-13.0 JUNE 10.2016
<br /> MEETING ASPHALT PAVING ONLY. -
<br /> SQUARE CORNERS WHERE MEETING #4 AROUND ALL Na DAIS RBNSON Ocsc 1i 4
<br /> ONS / CONCRETE. PENETRATIONS sp.p. —arm aAluars
<br /> 3 4 0 m/w RAN arm WW—
<br /> NOTE:NOTE:
<br /> © °mr Ra wA aE«WUHrs
<br /> ALL MANHOLES ON THE TANK SLAB SHALL BE INSTALLED WITH A 1-1/2" 0 „yy Rn ,n��l4otrs
<br /> 1'-0"CHAMFER 7"MIN.FIBER REINFORCED CROWN OF CONCRETE TO PREVENT WATER INTRUSION INTO THE MANHOLE.
<br /> (TYP.) CONCRETE SLAB.SEETHE OWNER'S ENGINEER WILL BE REQUIRED TO SIGN OFF ON THIS ITEM
<br /> ON THE TANK INSTALLATION CHECKLIST BEFORE CONTRACTOR WILL BE a ahoy Rn�N om«wL4Wrs
<br /> SEE TANK PLAN FOR EXACT LOCATIONS CONCRETE SLAB DESIGN PAID. CONTRACTOR WILL BE REQUIRED To REINSTALL ENTIRE DRIVE SLAB
<br /> OF SUMPS AND FILLS ETC. 4,000 P.S.I.0 28 DAYS AT OWN EXPENSE IF THIS DESIGN REQUIREMENT IS NOT MET. Q 7pns rw wr+orm cgYN�s
<br /> TYPICAL TANK SLAB REINFORCING A SLAB SECTION AT TANKS °0
<br /> SCALE: 1/2"=V-0"
<br /> CONCRETE1/2`EXPANSION JOINT SEAL
<br /> SIDE AND EDGES OF ISLAND TO
<br /> ISUND HAVE SMOOTH TOWELED FINISH. ELECTRICAL CONDUIT JOINT SEALANT INSTALLATION IN PAVEMENT SHALL COMPLY 560,ARCy7
<br /> DESIGN WITH TOP TO HAVE MEDIUM BROOM WITH ASTM C 920 TYPE M, GRADE P, CLASS 25 1/4` RADIUS TOOL EDGE p�,•'N'jA•GElyk lF,
<br /> 4,000 P.S.I. FINISH POUR CONCRETE WITHIN THE PETROLEUM RESISTANT SEALANT. USE"SEALTIGHT GARDOX"
<br /> ELECTRICAL OFFSET OPENING CAULK WITH 'VULKEM 116"OR OR EQUAL. 1/2'DEEP INSTALL"SNAP CAP"OR :r
<br /> STEEL FRAME BETWEEN OTHER SUITABLE HYDROCARBON EQUAL, REMOVE AFTER
<br /> EQ. EQ. DISPENSER SUMP, SEAL WHERE RESISTANT CAULK - CONCRETE HAS CUREED AND
<br /> a N o FILL JOINT WITH SEALANT N. iQ
<br /> 0 CONCRETE OR CONDUIT MEET \
<br /> R6' rn STEEL. SEAL THE DOWNSIDE OF DISPENSER z e e - o ° 1/2"EXPANSION JOINT 9T'+. sD1>f•'��
<br /> e -4SIDE"B" o ° ° THE SLOPE AND THE CONDUIT wa _ �. MATERIAL SHALL COMPLY WITH F �FO
<br /> :ea� J _ ° AREA WITH "VULKEM 118" DISPENSER <rr - g. - - - ASTM D1751.JOINT FILLER
<br /> aO BASE MOUNT >w d CAST IN PLACE
<br /> _I 4 DISPENSER ISLAND
<br /> °re
<br /> w SLOPE CONCRETE NEW FIBER REINFORCED NEW FIBER REINFORCED
<br /> e 1/2" EXPANSION JOINT CONCRETE CONCRETE
<br /> ° 1 4 OPENING FOR UDC °r "i UDC FRAME - a' PER SPECIFICATIONS PER SPECIFICATIONS
<br /> OF SUMP in 1/4" RADIUS TOOL EDGE m
<br /> EXPANSION CONSTRUCTION JOINT AT NEW PAVEMENT(TYPICAL).
<br /> m I a d - INSTALL"SNAP CAP"OR ARCO
<br /> JOINT SEALANT INSTALLATION IN PAVEMENT SHALL COMPLY EQUAL, REMOVE AFTER NOT TO SCALE
<br /> a WITH ASTM C 920 TYPE M, GRADE P, CLASS 25 CONCRETE HAS CUREED AND
<br /> n d ° PETROLEUM RESISTANT SEALANT. USE"SEALTIGHT 1 2" DEEP .. FILL JOINT WITH SEALANT
<br /> — : _ : —� -tee OR EQUAL. 1/2"DEEP e a e' JOINT SEALANT INSTALLATION IN PAVEMENT SHALL COMPLY 1/2"JOINT AM/PM
<br /> SIDE"A" ° 'e - d 1 2" EXPANSION JOINT WITH ASTM C 920 TYPE M, GRADE P, CLASS 25
<br /> a .. ATERIAL SHALL COMPLY m
<br /> PETROLEUM RESISTANT SEALANT. USE"SEALTIGHT GARDOX" 1/4" RADIUS TOOL EDGE
<br /> WITH ASTM D1751.JOINT OR EQUAL. 1/2" DEEP '
<br /> s. FILLER CAST IN PLACE m
<br /> a NEW PAVEMENT I EXISTING PAVEMENT INSTALL"SNAP CAP"OR m
<br /> EQUAL, REMOVE AFTER o
<br /> CONCRETE HAS CUREED AND -
<br /> 4 VERTICAL TIES AT EACH a c t c a FILL JOINT WITH SEALANT
<br /> N REINFORCED CONCRETE e
<br /> FORMLESS CONCRETE ISLAND PLAN VIEW CORNER AND B" MAX ON CENTER. DRIVE SLAB PER a g �2" EXPANSION JOINT a
<br /> SCALE: 1"=1'-0" 4 CONTINUOUS DEFORMED EXPANSION CONSTRUCTION JOINT AT DISPENSER ISLAND(TYPICAL) SPECIFICATIONS a B- c MIATERIAL SHALL COMPLY WITH
<br /> REINFORCING BARS,TOP AND SCALL: N-S >w d d ASTM D1751.JOINT FILLER n
<br /> BOTTOM. 3"MINIMUM CLEAR FROM .e v CAST IN PLACE y
<br /> EDGES. 1/2" EXPANSION JOINT e e DRILL EXISTING CONCRETE s1E DREss n
<br /> FOR DOWEL PLACEMENT N
<br /> #4 VERTICAL TIES AT EACH 1/4" RADIUS TOOL EDGE n
<br /> 3/4"DIA. X 18" L GREASED OR WEST EIGHT MILE ROAD 8
<br /> CORNER AND 8"MAX ON CENTER. COATED STEEL DOWEL 0 18" O.C. THRONTON ROAD
<br /> INSTALL`SNAP CAP" E EQUAL, STOCKTON,CA 95209 E
<br /> 1"TOOLED RADIUS (TYP.) 1"TOOLED RADIUS (NP. REMOVE AFTER CONCRETE HAS
<br /> OPENING FOR CAST IN uoc CUREED AND FEL JOINT WITH EXPANSION JOINT AT NEW AND EXISRNG PAVEMENT(TYPICAL)
<br /> OPENING FOR CAST IN UDC MINIMUM HEIGHT NOT TO EXCEED CENTERED IN ISLAND SEALANT NOT TO SCALE DE9CI1m 9r: KW
<br /> CENTERED IN ISLAND 6"UNLESS APPROVED BY OWNER 1/2"EXPANSION JOINT MATERIAL'. KW
<br /> SHALL COMPLY WITH ASTM D1751. JOINT SEALANT INSTALLATION IN PAVEMENT SHALL COMPLY o
<br /> ° JOINT FILLER CAST IN PLACE WITH ASTM C 920 TYPE M, GRADE P, CLASS 25 MA*� SV r
<br /> °< PETROLEUM RESISTANT SEALANT. USE "SEALTIGHT GARDOX` SAWED JOINT 1/4" X 2" DEPTH WITH WRsdt V/-13.0
<br /> ° , °
<br /> Hl— Ilk� OR EQUAL. 2" DEEP FLARED EDGE EASIER 18-003
<br /> a °I ° I I 14 a l I ad d 03/14/2018
<br /> ° DR 0 nnc
<br /> 1 1 ` �y L a /
<br /> L4°+ ° I I —la -1 + a •I — —' — —eN z a e ° `� a a dTANK SLAB CONCRETE SPECIFICATIONS
<br /> &ISLAND CURB DETAILS
<br /> x
<br /> ° ________ REINFORCED CONCRETE DRIVE -a
<br /> ----J------ SLAB PER SPECIFICATIONS
<br /> a
<br /> 5'-0' 3,-0. a n d n .. - . .a .. S1EBT a a
<br /> e e x
<br /> #4 CONTINUOUS DEFORMED REINFORCING NOTE:IF MANUFACTURED FORMS ARE _ ° d
<br /> BARS,TOP AND BOTTOM, 3"MINIMUM ON M USED. SEE ITEM #9O .a d FS5 /� o
<br /> CLEAR FROM EDGES. ON MATERIAL LIST.VERIFY `J 1
<br /> FORMLESS CONCRETE ISLAND 5'-0' SECTION FORMLESS CONCRETE USLAND 3'-0" SECTION WITH CONSTRUCTION COORDINATOR.
<br /> AND . m
<br /> MAINTENANCE COORDINATOR.
<br /> SCBE "'=1' C" SCALE: 1"=1'-0"
<br /> CONTROL JOINT(SAWED) O)9Qg INDICATES ITEMS FOUND ON a
<br /> NOT TO SCALE XX MATERIALS LIST SHEET FS2 & FS2.1 0
<br />
|