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6 1 2" RADIUS 6„ 1/2" RADIUS -- - <br /> 3 A.C. PAVING 2 MIN. 7601ED EDGE, 2" MIN. TOOLED EDGE, -- <br /> 4" MAX. TTP, 4•' MAX. TYR. <br /> PLANTER PLANTER <br /> 6" ROCK BASE 1H4' GRADE \ O JOINT <br /> EXPANSION GRADE / / \ ° PAVING `p <br /> n - #4 CONT. • - Z �j4 CONT. Z FIXTURE & POLE AS <br /> & <br /> FIXTURE & POLE AS NOTED ON PLANS & <br /> 10 • n EQUIPMENT LIST <br /> ° 2GA NOTED ON PLANS & <br /> ° EQUIPMENT LIST <br /> n°° -• ° EINFORCING BAK OF WALK aBASE tEMPLATEG• e ONTINUES <br /> n ACROSS JOINT AT CONCRETE PAVING AT A.C. PAVING <br /> n n ❑ SET A.B. USING <br /> A ° i 845E TEMPLATE w <br /> i <br /> CONTROL JOINT PLANTER CURB DETAILS 0 o I * DRY PACK GROUT <br /> a o_ 1STUB ABOVECONDUIT <br /> DUIT UP <br /> A.C. PAVING DETAIL &NO SCALE " = 1 ' 3/4"x45 ° CHAMFER <br /> V NO SCALE STUB CONDUIT UP <br /> 14' ABOVE FOOTING 1" ± DRY PACK GROUT °� 2' O.C. TIES <br /> FIBER EXPANSION JOINT <br /> MUST CONFORM TO ASTM ' 3/4'x45 ° CHAMFER 0 ' <br /> 2,[ <br /> TOOL TO 1/4' RADIUS D 1751 M �° <br /> N3 REBAR O 24• O.0 <br /> EACH WAY, TYPICAL O x: <br /> FINISH 3 -O.C. TIES ® -� < FINISH <br /> 1/2" GRADE 2" .C70P <br /> n ' f GRADE �e t <br /> Q p p e ROUND CONC. � <br /> NEATLY AT TOP j {'- � 0 • <br /> n D ° V d ANCHOR BOLTS AS Z Fd ANCHOR BOLTS AS <br /> FURNISHED WITH POLE f FURNISHED WITH POLE <br /> D <br /> 5 SCHEDULE 40 z E w (TYp jAR r D RIGID METAL CONDUIT `D a (T;P EAR ° D •° RIGID METAL CONDUIT <br /> CONCRETESTEEL EFl-LLED I I !1 -3/4" METAL CONDUIT `O - a `— <br /> tp 4_ Q` '--Y 3/4" METAL CONDUIT <br /> 4" SCHEDULE 40 C o c <br /> DRIVE SLAB DETAIL STEEL PIPE - e— D <br /> INTERRUPT 1 • = 1 . CONCRETE FILLED 1D M n ,�`�`\ p3 TIES O 8" O.C. "1 a <br /> REINFORCING 1 y e & G FROM TOP & L <br /> - D & 6" FROM TOP & <br /> AT JOINT i.1 < m BOTTOM m BOTTOMS ® B' O.C. <br /> EXPANSION JOINT PAVEMENT PER PAVEMENT PER 3" CLEAR M CLEARSITE PLAN MIN. 6 - �4 BARS VERT. MIN6 - M4 BARS VERT. <br /> 1 5 SITE PLAN - <br /> NO SCALE 2'-6" 2'-6" <br /> Pc = 2,000 DIA. DIA. <br /> psi, MINIMUM fc = 2,000 psi, MINIMUM <br /> ° 1 14 O fy = 40,000 psi, MINIMUM fy = 40,000 psi,. MINIMUM <br /> 1.1/2" OVERLAY ° <br /> REBAR ® z4• OC I ° ° dl '° AREA LIGHT FOOTING 2A AREA LIGHT FOOTING w/3' CONC. BASE <br /> GH WAYTYPICAL 16" DIA. CONC-- N 16" DIA. CONC- <br /> , 1 1 _ - <br /> Exist. A.C. FOOTING, TYP Ue \� FOOTING. TYR. \ ° L J° 1/2" - 1 ' 1/2" = 1 ' <br /> PETROMAT t <br /> ° A' A ° IN r 1 • MIN. <br /> 4 GUARD HOOP GUARD PPOST - - - - <br /> n ° 1/2,. = 1• 4 1/2,._1 • rrrr I I X11 <br /> WET HOLE CONDITION 15" 15, �`r r <br /> R4 REBAR O 24' O.0 STUB UP 3/4" CONDUIT 1 I 1 <br /> EACH WAY, TYPICAL WITH 3-HOLE ELECTRICAL 36' <br /> T-BOX Ill <br /> OVERLAY DETAIL 49' _ <br /> ,7 n 1/2" WATER SHUT-OFF <br /> 1 4 — D— '° FEMALE GATE-TYPE L _ _ - _ - o `zTl v z <br /> NO SCALE <br /> 4 4 M r - -i O a" Ir0 <br /> A 1 N o del Ll A <br /> 2' NEW A.C. COMPACTED NOTES 0 , 1 l 0 <br /> DRY HOLE CONDITION I o w <br /> PETROMAT <br /> 01.1/2-TOVERLAY 1 . SET ALL ANCHOR BOLTS PER L_ � �I °- - _ w <br /> Exist. NOTE: MANUFACTURERS SPECIFICATIONS. I_ W w i <br /> A.C. SEE SITE PLAN FOR SPECIFIC APPLICATION 30" 6'• 2. INSTALL AND CONNECT WATER r I ,1 x <br /> ry SUPPLY LINE WITH SHUT OFF <br /> VALVE AND ELECTRICAL CONDUIT <br /> 8 TANK SLAB DETAIL TO AIR AND WATER STATION PER <br /> 1 = 1 f O PLAN MANUFACTURERS SPECIFICATIONS. ` - - J <br /> I <br /> SAWCUT EDGE O rJk <br /> ASPHALT TO ASPHALT SEE cuAR0 POST , <br /> I ♦1� ` I r 1\ I <br /> 13 TRANSITION DETAIL <br /> AS8 MPUNTING PAD <br /> 1"s 7 ELECTRICAL NEEDS ARE12 WIRE (20 AMP WITH GROUND <br /> WEDGE ANCHOR BOLTS RE 1/2-13 NO x 1/2' LG. (4 REQUIRED) SOIL PINS <br /> ELECTRICAL CONDUIT AND WAATER PIPE TO BE STEEL. <br /> VARIES - SEE SITE PLAN <br /> 4'-0" <br /> VARIES 1 ' 2'-0" 1 ' VARIES <br /> 30, PETROMAT — 2'-0" 8" 5 4'-0' � � i _ _� -2 LAPS_ ,..I_ _ 1 n <br /> SAWCUT EDGE <br /> -TANK OR 1.1/2" NEW A.C. I 15'-7" <br /> R Exist. N <br /> YARD SLAB 2" A.C. OVE LAY A.C. 2 1/4"x2 1/4"x4" 1 <br /> COMPACTED g� JUNCTION BOX <br /> 1 .1/2•, _ _ _ _ <br /> 1 3/4" � <br /> 34' <br /> A p- ° COMPACTED BASE o `07 <br /> O 49' A7 1:2 SLOPE <br /> e e 0H a 1/2" NPT -- O � v <br /> ° 10 WATER STUB o T- <br /> 18" RAISED END <br /> I. SECTION AA=A <br /> FACTORY WELD STEEL ISLAND FORM i0 0 ._m°' � o o O1 <br /> ASPHALT TO CONCRETE BUMPER (OPTIONALIA - 2' RECOMMENDED LAYOUT FOR 3-10M GALLON TANKS USING DUPONT "TYPAR' <br /> TRANSITION DETAIL SEE SITE PN) 1 1 1/2 MAX. 1'-1 V-5 1 2" SPUNBONDED POLYPROPYLENE STYLE 3401 4 OZ/SY 7'FABRIC, 15'- WIDE <br /> 1 0 PLAN VIEW MATERIAL. ROLLS AVAILABLE IN 100, 300, & 1,000 YD. LENGTHS. FOR <br /> G N ry EXCAVATION SHOWN ABOVE, WITH 12 SICE SLOPES, APPROXIMATELY 100 <br /> 1 '=1 ' YARDS WOULD BE REQUIRED. THE SAME LAYOUT IS ALSO SUITABLE FOR <br /> iv N PHILLIPS FIBERS CORP. 'SUPAR" FABRIC, 4.1 OZ/SY. FABRIC IN ROLLS <br /> 18" RAISED END 15' WIDE BY 500' LONG, FOR MONSANTO "BIDIM" C-22, 4 OZ/S.Y. <br /> FACTORY WELD FABRIC IN 17'-5" WIDE MATERIAL (984 FT. LONG ROLLS) LAY 4 RIPS <br /> BUMPER (OPTIONAL - FRONT O FRONT O THE OPPOSITE DIRECTION; TWO BOTTOM PIECES AT APPROXIMATELY 69 <br /> vD SEE SITE PLAN) FEET LONG AND TWO SIDE PIECES AT APPROXIMATELY 62 FEET LONG, <br /> I MODIFY AS REQUIRED FOR OTHER THAN 3-10,000 GALLON 8' DIAMETER TANKS. <br /> GRADE 9" 2'-6" 6' 3'-D" 1 1/2" MAX. <br /> REF, REF. 1 FILTER FABRIC INSTALLATION DETAIL <br /> EXISTING PAVING FOR ASPHALT TRANSITION <br /> sEE oR "AIR—SERVE" AIR & WATER STATION <br /> Y NEW ASPHALT ELEVATION <br /> WITH 1.1/2' OVERLAY <br /> NOTE: <br /> r-- 3' BASE COMPACTED TO 95% SEE SITE PLAN FOR DRAWING ISSUED FOR DATE APROVED <br /> APS RULTRMR REVISIONS <br /> (TYPAR <br /> VARIABLE DIMENSIONS <br /> ° O ULTRAMAR ENGINEER NO. DATE BY MMENTS 1 C IYPPR ° DISPENSER ISLAND DETAIL7 3/8"=1' 525 WEST THIRD STREET, HANFORD, CALIFORNIA 93230 <br /> ---- COMPACTED BASE TO 90R-� TYPICAL YARD DETAILS <br /> o° O e ° 0. <br /> O PLANNING <br /> PERMIT PLANS PREPARED BY: KETTLEMAN LANE & S. LEE AVE. <br /> 1 1 ABANDONED TANK HOLE DETAIL BID CONTRACT DOCUMENT A & S ENGINEERING LODI, CALIFORNIA <br /> CONTRACTOR TO CONTACT NOT FOR CONSTRUCTION <br /> No SCALE UNDERGROUND SERVICE ALERT <br /> CONSTRUCTION PLANNING ENGINEERING CONSTRUCTION MANAGEMENT SCALE: AS NOTED <br /> 1 -800-422-4133 DO NOT USE FOR CONST. S.S.000-513 <br /> a CALLUSA/SC UNLESS BOTH SIG. ARE IN HAND 207 WEST ALAMEDA AVENUE SUITE 203 DATE: 7/11 /97 <br /> FOR UNDERGROUND LOCATING BUREANK, CALIFORNIA 91502 DWN. BY: J. CARMONA DRAWING TP-5 <br /> RECORD DRAWING PHONE: 818-842-3644 FAX: 818-842-3760 <br /> C) 2 WORKING DAYS BEFORE YOU DIG CHKD, BY: SHEET Z OF 2 <br /> J <br />