|
OVERALL TANK SLAB VARIES WITH ® NOTES: UST INSTALLATION
<br /> NUMBER AND DIAMETER OF TANKS PAA
<br /> �
<br /> 2' - Tank Slab Concrete Specifications
<br /> TVP. Ol SLOPE CONCRETE AWAY FROM ALL MANHOLES 1' RISE OVER 12' RUN,
<br /> DESIGN
<br /> FIBER REINFORCEMENT TO BE USED. PREMIX UNIFORMLY THROUGHOUT71
<br /> UNLESS OTHERWISE NOTED ON THESE DRAWINGS: O CONCRETE CONCRETE STRENGTH SHALL BE 4,000 PSI fe AT 2B DAYS,
<br /> O6 N a 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. Architectural
<br /> _ b. CEMENT – TYPE I/II, SULFATE RESISTANT AFTER PLACEMENT. NoS CONCRETE SPECIAL INSPECTION OR TESTING IS RCIFICATION IS A ENTARY QUIRED.
<br /> c.
<br /> ADE THEREFORE $OlullORs Group
<br /> 46' DIA TURBINE 1 3 4 c. AGGREGATES – ASIA C33, (MAXIMUM SIZE 3/4 INCHES)
<br /> AND VENT/ STAGE II d. 28 DAY CONCRETE STRENGTH (Pc): 4,000 PSI – SLAB 6. PLACE CONCRETE DIRECTLY FROM TRUCK INTO FORMS. DO NOT PUMP O REINFORCING BARS TO BE NO tE55 THAN 2' AND NO MORE THAN 4' 2455 eennettvdey Rd. Suite A-Iez
<br /> VAPOR RECOVERY MINIMUM DESIGN IS BASED ON 2,500 PSI. THIS IS A VOLUNTARY UPGRADE. THEREFORE NO CONCRETE UNLESS SPECl/J_ INSPECTION, IN ACCORDANCE WITH CHAPTER 3 FROM SURFACE Santa Rosa. CA. 95404
<br /> SUMP (TYP.) SPECIAL INSPECTION OR TESTING IS REQUIRED, 3 OF THE IBC, IS PROVIDED, REINFORCE CONCRETE SLAB AROUND MANHOLES WITH (4) f4 REBAR 60"
<br /> a. SLUMP – 3'4 1 ' – 4' MAXIMUM AT POINT OF PLACEMENT4O IN LENGTH FOR LARGE MANHOLES 30' FOR SMALL MANHOLES, PLACE
<br /> SAWED CONTROL JOINTS I f. SHRINKAGE - 0.05X MAXIMUM 7, SUBMIT MIX DESIGNS, WITH STRENGTH AND SHRINKAGE TEST RESULTS, REBAR 6' FROM SIDES OF BO)L
<br /> g. ENTRAINED AIR RANGE – 2% TO 4% TO OWNER'S ENGINEER AT LEAST 7 DAYS BEFORE PLACING CONCRETE. USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN
<br /> 9 CONTROL JOINTS TO O )V & MAX OF W IN SIZE, FREE OF CLAY, SLAG, ORDERS OR DEBRIS. QD RC
<br /> BE 'TOOLED' WITH 2. CONCRETE SLAB THICKNESS SHALL BE A MINIMUM OF 7.0 INCHES UNLESS OTHERWISE NOTED 8, CONSOLIDATE CONCRETE IN PLACE USING A MECHANICAL VIBRATOR. ALL SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S & OWNER'S OARC
<br /> ON THESE DRAWINGS. THICKEN EDGES AT MANHOLES AND SLAB ENDS. FIELD REPRESENTATIVE.
<br /> z 3/8' RADIUS 9. BEFORE PLACING CONCRETE, SECURE REINFORCING STEEL, ANCHOR BOLTS, TANG S US
<br /> PAD MINIMUM 2'-0' OFF OUTSIDE WADOF TANKS, AND MT
<br /> x 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 COVER THE FOOTPRINT OF THE TANKS REWIRED TO PROVIDE FOR -
<br /> 11/02 CONCRETE.
<br /> F WATER PER SACK. ADD 1 .0 TO 1 .5 LB STEALTH FIBER REINFORCING PER CU. PROPER TANK HOLD DOWN, AND TO PREVENT ACCIDENTAL DRILLING RB•1. 1 /31 / 79
<br /> F INTO TANK.
<br /> 10, MATERIALS AND WORKMANSHIP SFTALI. CONFORM TO AC.I. – 318 �
<br /> 42' DA. FILL & 1 3 4 4. REINFORCING STEEL - SUMP CAGES AT ALL OPENINGS SHALL BE /4 REBAR. (SPECIFICATIONS OF THE DESIGN AND PLACEMENT OF CONCRETE), O CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE st r
<br /> VAPOR VAPOR CORNERS WHERE MEETING CONCRETE q�
<br /> g RECOVERY SUMP FOF CALIfO
<br /> SEE SITE SPECIFIC PUNS FOR ACTUAL TANK SIZES, PLACEMENT. AND Sea
<br /> z (TYP•) O BY THE LOCAL DISTRIBUTION TERMINAL MANAGER OR HIS AGENT. FINAL
<br /> g ORIENTATION. FINAL SITE SPECIFIC TANK LAYOUTS SHALL BE APPROVED
<br /> LOCATION SIGN-OFF SHALL BE DOCUMENTED, bp
<br /> M ALL MANHOLE ACCESS COVERS
<br /> NOTES: TO BELOW GRADE SHALL BE 7' MIN. FIBER REINFORCED
<br /> 0 OPENINGS IN SUB TO HAVE 1 - 1/2' UQUID TIGHT AND LOCKABLE
<br /> CONCRETES SEE
<br /> ? CROWN ( ') SPECIFICATIONS ABOVE,
<br /> CONCRETE SLAB DESIGN
<br /> TANK PAD SHALL EXTEND A MINIMUM 4,000 P.S.I. O 28 DAYS
<br /> 0 2'-0' BEYOND OUTSIDE WALLS OF
<br /> M TANKS, AND MIS[ COVER THE ENTIRE A.C. PAVING 18' 18' 18' 18' O
<br /> y FOOTPRNT OF THE TANKS. IN ORDER 1 -1/20 1 -1/2'
<br /> TO PROVIDE FOR PROPER TANK HOB THICKENED (TVP. ALL) (TVP.) (TVP.) (TYP. ALL) mmmmommmil
<br /> AC,
<br /> DOWN, AND TO PREVENT ACCIDENTAL CONCRETE EDGE PAYING
<br /> r DFJWNG INTO TANK. r ^ z e a
<br /> CHAMFER SLAB CORNERS WHERE - v `
<br /> MEETING ASPHALT PAYING ONLY. ° ,L ;.•.e
<br /> SQUARE CORNERS WHERE MEETING _ _ - 3' PEA-GRAVEL MIN. TO
<br /> o CONCRETE, - - ' 3' PEA-GRAVEL
<br /> MIN. TO PREVENT PREVENT LOAD TiL�NSFER
<br /> LOAD TRANSFER TO TANK TOP 5
<br /> TO TANK TOP
<br /> O PENETRATION4 AROUND S
<br /> r z to u!
<br /> NOTE: z
<br /> < N ALL MANHOLES ON THE TANK SLAB SHALL BE INSTALLED WITH A 1 -1/2' CONTRACTOR IS REQUIRED TO THICKEN CONCRETE SLAB AT TANK FILL AND TURBINE zo
<br /> CROWN OF CONCRETE TO PREVENT WATER INTRUSION INTO THE MANHOLE. SUMPS SUCH THAT THE BOTTOM OF CONCRETE IS BELOW THE TOP OF THE TERMINATION > w N
<br /> THE OWNER'S ENGINEER WILL BE REQUIRED TO SIGN OFF ON THIS TEEM OF THE SECONDARY CONTAINMENT OF THE SUMPS PER AB-2481 REQUIREMENTS, NOTE 0 ~a r w
<br /> ON THE TANK INSTALLATION CHECKLIST BEFORE CONTRACTOR WILL E
<br /> A THAT THE THICKNESS MAY VARY BETWEEN THE FILL AND TURBINE SUMPS AND IS ALSO w
<br /> B
<br /> PAID. CONTRACTOR WILL BE REQUIRED TO REINSTALL ENTIRE DRIVE SLAB DEPENDENT UPON EXISTING SITE CONDtiIONS, CONTRACTOR WILL BE REQUIRED TO >
<br /> 1 '-O' CHAMFER 7' MIN. FIBER REINFORCED REINSTALL ENTIRE DRIVE SLAB AT OWN EXPENSE IF THIS DESIGN REQUIREMENT IS NOT v t�
<br /> AT OWN EXPENSE IF THIS DESIGN REQUIREMENT IS NOT MET. ? s
<br /> MET AS DETERMINED BY THE GOVERNING JURISDICTION, a o U zz 0 In ¢
<br /> (TMP•) CONCRETE SUB. SEE z F
<br /> O SPECIFICATIONS AT RIGHL m
<br /> TYPICAL TANK SLAB REINFORCING CONCRETE SLAB DESIGN SLAB SECTION AT TANKS J a a a
<br /> 4,000 P.S.I. O 28 DAYS SCALE 1/2' = 1'-0' g ¢ a E a Us a
<br /> NOT TO SCALE F a ¢ a a
<br /> 011
<br /> t=ir ? U N
<br /> 1/2' EXPANSION JOINT U V
<br /> U -
<br /> CONCRETEIDE AND EDGES OF ISLAND TO JOINT SEALANT INSTALLATION IN PAVEMENT SHALL COMPLY
<br /> ISLAND HAVE SMOOTH TOWELED FINISH, WITH ASTM C 920 TYPE M, GRADE P, CUSGARS 25 1/4' RADIUS TOOL EDGE w n o N
<br /> DESIGN WITH TOP TO HAVE MEDIUM BROOM PETROLEUM RESISTANT SEALANT, USE SFALTIGHT DOX' \ I I o N N
<br /> 4,000 P.S41• FINISH OR EQUAL 1/2' DEEP \\I
<br /> INSTALL 'SNAP CAP' OR
<br /> DUAL, REMOVE AFTER
<br /> CONCRETE HAS CUREED AND
<br /> EQ. EQ. a >' FILL JOINT WITH SEALANT >
<br /> le . N 0 �(CS a ° ° INT
<br /> ° 1MTERIAL20 ANSWIO COMPLY WITH
<br /> B4 LL - ASTM 01751 . JOWL FILLER
<br /> ajw d CAST IN PLACE
<br /> — a
<br /> a e °
<br /> A aa ° e .
<br /> w NEW FIBER REINFORCED NEW FIBER REINFORCED
<br /> CONCRETE CONCRETE
<br /> _ PER SPECIFICATIONS �'-
<br /> •{ . o PER SPECIFICATIONS
<br /> < I a OPENING FOR UDC °
<br /> OF SUMP
<br /> m I . ; W EXPANION CONSTRUCTION JOINT AT NEW PAVEMENT (TVP W, Q M
<br /> a ° .a ° ° < ■ . NOT TO SCALE
<br /> e I :
<br /> >
<br /> 4 -4 1 2' JOINT
<br /> �' — JOINT SEALANT INSTALLATION IN PAVEMENT SHALL COMPLY / O
<br /> ,_r.. < ..�. —�—° - - __ a-■ -4 - rte a WITH ASTM C 920 TYPE M. GRADE P, CLASS 25 U
<br /> SIDE 'A' ,r PETROLEUM RESISTANT SEALANT. USE 'SEALTIGHT GARDOX' � � 1/4' RADIUS TOOL EDGE
<br /> 3 5 ° OR EQUAL 1 /2' DEEP \\\���III
<br /> NOT USD NEW PAVEMENT EXISTING PAVEMENT INSTALL 'SNAP CAP' OR
<br /> NOT TO SCALE _ _ _ EQUAL, REMOVE AFTER (n Q
<br /> CONCRETE HAS CURSED AND W U
<br /> 5'–O' n ° FILL JOINT WITH SEALANT U W
<br /> /4 VERTICAL HES AT EACH rn a a . 1 /2' EXPANSION JOINT
<br /> CORNER AND e' MAX ON CENTER. �' a B v _ MATERAL SFTALL O
<br /> COMPLY WITH Q
<br /> FORMLE53 CONCRETE ISLAND PLAN VEIN < � G o ASTM D175t . JOINT FILLER
<br /> 4 CONTINUOUS DEFORMED > w O
<br /> SCALE: iLO
<br /> '=1'-0' a a-
<br /> REINFORCING BARS, TOP AND e _ � - . CAST IN PLACE N
<br /> nBOTTOM, 3' MINIMUM CLEAR FROM RILL EXISTING
<br /> EDGES, EXPANSION JOINT - FOR DOWEL PLACEMENT A
<br /> 1/4' RADIUS TOOL EDGE 3/4' DIA X 18' L GREASED OR
<br /> /4 VERTICAL TIES AT EACH COATED STEEL DOWEL O 18" O.C.
<br /> CORNER AND e' MAX ON CENTER. INSTALL 'SNAP CAP' OR EQUAL,
<br /> HAS
<br /> i ' TOOLED RADIUS (TYP.) 1 ' TOOLED RADIUS (TYP. CURED AND FIREMOVE AFTER CONCRETE
<br /> JOINTITH EXPANSION JOINT AT KEW AND EXISTING PAVEMENTF (TYPICAL)
<br /> OPENING FOR CAST Iyl
<br /> OPENING FOR CAST IN UDC MINIMUM HEIGHT NOT TO EXCEED CENTERED IN ISLASEALAf4T NOT TO SCALE
<br /> CENTERED IN ISLAND 6' UNLESS APPROVED BY OWNER 1 /2' EXPANSION JOINT MATERIAL JOINT SEALANT INSTALLATION IN PAVEMENT SHALL COMPLY Project Ndunber
<br /> a fM
<br /> SH
<br /> JOINT FlLLERSHALL LY WITH CASL IN ASTM D1751 , WITH ASTM C 920 TYPE M, GRADE P, CUSS 25
<br /> b PETROLEUM RESISTANT SEALANT. USE 'SEALTIGHT GARDOX' SAWED JOINT 1 /4' X 2' DEPTI1 SPA16002 . 0
<br /> a� _I , �I• ��a_� OR EQUAL 2' DEEP WITH FLARED EDGE FASER
<br /> to
<br /> eI • I ela ' aaivdQ,� -_ st
<br /> wa a. IDENTIFlCA710N MAFlKING DETAILS
<br /> REINFORCED CONCRETE DRIVEaeSLAB PER SPECIFICATIONS > a e d e
<br /> 5,-G, 3'-0 'b A
<br /> /4 CONTINUOUS DEFORMED REINFORCING d
<br /> BARS, TOP AND BOTTOM, 3' MINIMUM Sheet Naober
<br /> VS CLEAR FROM EDGES.
<br /> & FORMLESS CONCRETE ISLAND 5-0P SECTION FORMLESS CONCRETE USLAND 3'-0' SECTION `�
<br /> i
<br /> scat£ t'=P-D SCALE: 1'=1'-0' CONTROL JOINT (SAWED) l9
<br /> XX ` INDICATES ITEMS FOUND ON WAS
<br /> ■
<br /> o NOT TO SCALE MATERIALS 115E SHEET M.5.3.01 & M.5.3.02
<br />
|