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FIBER EXPANSION JOINT 0" 16Y RADIUS ®" 1/Y RADIUS
<br /> MUST ONFORM TO ASTM Y MIN. TOOLED EDGE. Z' MIN' TODDLED EDGE,
<br /> TOOL TO I/4" RADIUS -^^ ,r{. D 17 1 4' MAX. TTYP. 4' MAX. TYP
<br /> I I PLANTER PLANTER
<br /> 1/ " GRADE . EXPANSION ID GRADE . A.C. 10
<br /> / JOINT / PAVING
<br /> p ,E4 CONFIXTURE POLE AS
<br /> (. / • • z #4 CONT: / 7NOED ON PUNS &
<br /> �( . �( EQUIPMENT UST
<br /> OR
<br /> EINFORCING BACK OF WALKSET A.B. USING
<br /> ONTINUESBASE TEMPLATE
<br /> CROSS JOINT AT CONCRETE PAVING AT A.C. PAVING
<br /> qq REINfORCTNoIMNA --- -
<br /> AT JOINT g
<br /> �j,�} EXPANIONI JOINT ' CONTROL JOINi G PLANTER CURB DETAILS
<br /> 1 `_ NO SCALE 1 O NO SCALE 6 1" 1' TUB CONDUIT UP -TING 1" DRY PACK GROUT
<br /> ' 3/4'x45 ° CHAMFER
<br /> X13 REBAR O 24" O,C Oj sx FINISH fGI-'{�,, 3 - I/3 RES O
<br /> EACH WAY. TYPICAL 2 � ' Ia -.
<br /> GRADE Y O.C. TOP
<br /> IIA/27 OVERLAY
<br /> PETR6� T °.' p- D a • ROUND CONC. � �� IIl
<br /> NEATLY AT TOP d —ANCHOR BOLTS AS
<br /> r � 4'-0" 1"•�� C r FURNISHED WITH POLE
<br /> Lp P ) t - I RIGID METAL CONDUIT
<br /> O ? CLEAR C
<br /> t
<br /> D' SCHEDULE 40 3 to ,I .I 9-t -o C 3/4" METAL CONDUIT
<br /> STEEL PIPE - II '
<br /> SLAq DETAIL s SCHEDULE 40 CONCRETE FILLED — M - �}3 TIES O 8 q.C.
<br /> (DDRIVE STEEL PIPE - a m & 8' FROM TOP k
<br /> r CONCRETE FILLED --- rt x' BOTTOM
<br /> 1' 1 •. . in 3' CLEAR ,
<br /> MIN. 8 - b4 GARS VERT.
<br /> PAVEMENT PER
<br /> PAVEMENT PER SITE PLAN - -_ a
<br /> 2'-B"
<br /> SITE PUN f'c = 2,000 psf, MINIMUM DIA.
<br /> }..
<br /> " ly 40,000
<br /> P. MINIMUM
<br /> dVERI Y DETAIL � ' �' I . I• . o AREA LIGHT FOOTING
<br /> 1 4, NotscALE —
<br /> Fi
<br /> !4 REBAR O 24' O.0 a
<br /> EACH WAY, TYPICAL 16" DIA. CgNC. I .d N 78" DIA. CONC— I I
<br /> FOOTING, FYP. . G FOOTING, TYP.
<br /> Ev 'O. 1 ' MIN.
<br /> 11
<br /> D A fNrrrr a oGUARD HOOP GUARD POST p _
<br /> 2' NEW A.C. COMPACTED v 1/2" 1' 4 1/T 1
<br /> PETROMAT
<br /> WET HOLE CONDITION
<br /> i.t/Y OVERLAY 15" 15" —
<br /> Exist. 1 �r
<br /> A.0. p4 REBAR O 24" O.0 I _ 49' - 1
<br /> CH WAY, TYPICAL /- STUD - 3/4' CONDUIT L -- - - J
<br /> T-Box HOLE ELECTRICAL. I "1"
<br /> 4 . a R -OFF A r - f in
<br /> ''-"'�_ -1- 1
<br /> 1/2 WATER TS{HUT A I T
<br /> SAWCUT EDGE ,dl- n v �O � ' (FEMALE OUI)PE
<br /> ASPM ' • p'
<br /> ALT TO ASPHALT -- -I — —" -- -I-
<br /> TRANSITION DETAIL — DRY HOLD' CONDITION
<br /> NOTES
<br /> 1 . SET ALL ANCHOR BOLTS PER I I I ro t I a
<br /> NOTE; I MANUFACTURERS SPECIFICATIONS I I I I I I
<br /> SEE' SITE PUN FOR SPECIIFIC APPUCAnQN
<br /> 2. INSTALL AND CONNECT WATER
<br /> TANK SLAB, DETAIL 30" -- g SUPPLY DDE ELECTRICAL Tf1 SHUT OFFVALVE AND
<br /> AR
<br /> N PER
<br /> .:. UIT
<br /> ' ri Tu O MOANUFACNOURERSE SWECr�ADT ONS.
<br /> PLAN
<br /> PETROMAT -
<br /> Yr .. SAWCUT EDGE
<br /> h��E/� NEW A.C. Exist. STD. GUARD POST
<br /> r� YA 5a1 RlA SEE ----
<br /> 't4 -SOIL PINS
<br /> I, + t 11 2"$: (j' VI A.C. II `
<br /> 4{ I I it
<br /> 2L i I lu r _' _ - - _
<br /> I 'r v , ,`l VARIES - SEE SRE PLAN AIR
<br /> }TIL _ Ix O r O . F --
<br /> E� I A ', T . r c' 'Cot TEo BASE r: 01� a0 VARIES "I ' 2"-O" 1 VARIES WATER . I i- 2 LAPS—
<br /> I L 15 —r I III
<br /> � il � )I I , fa • iryF GS"1 . • � • I I I I
<br /> /
<br /> T : e APH ! T' fid CONCRETE 34' ijj �
<br /> TRANSITION DETAIL 0 1 a o 1 k
<br /> _ MPD I 49' AT L2 SLOPE
<br /> r, a � V!`411 I N d p } Y A4 RL I I I
<br /> ,I FFF
<br /> ° . f I i ,-, I y � �•s SECTION A—A yy
<br /> 14
<br /> .I •rri I e f RECOMMENDED LAYOUT FOR 3-IOM GALLON TANKS USING DUPONT "TYPATY
<br /> ) SPUNBONDED POLYPROPYLENE STYLE 3401 4 OZ S.Y. FABRIC, 13'-T WIDE
<br /> ID' RAISFACTORY YE/EDL END STEEL ISLAND FORM YARD MATERIAL. ROLLS AVNLAOLE IN 100, 300, & 1.000 YD. LENGTHS. FOR
<br /> BUMPER (OPTIONAL
<br /> - GRADE EXCAVATION SHOWN ABOVE WITH 1:2 SIDE SLOPES APPROXIMATELY 106
<br /> t =L SEE SITE PLAN) YARDS WOULD BE REQUIRED, THE SAME LAYOUT IS ALSO SUITABLE FOR
<br /> x} r N}L pf r+ -� PHILLIPS FIBERS CORP. SUPA FABRIC, 4.; OZ/S.Y. FABRIC IN ROLLS j
<br /> xt ',�t YY sr 15' WIDE BY 509' LONG. FOR MONSANTO DIDINO* C- 2, 4 OZ/S.Y.
<br /> €cy !@ 1 '{ a y;)/ , F09 ASPHALI,T TRANSITION -' PLAN VIEW �^ I
<br /> 0." `94, ) < SEE OR FABRIC IN 17'-5 WIDE MATERL4L (9B4 FT. LONG ROILS) UY 4 RIPS y
<br /> 1f y? � jq „°,
<br /> oft
<br /> 1 1 I I I THE OPPOSITE DIRECTION TWO BOIIOM PIECES AT APPROXXXIMATELY 69 f. "
<br /> ' I I I 'oI FEET LONG AND TWO SIDE PIECES AT APPROXIMATELY 82 FEET LONG r' " I+' n•;+
<br /> I° -� ..'� 18 RASED END — — — ti r
<br /> �, "`( FnnGTORY vVyTELD I I — I I I I MODIFY AS REOVIRED FOR O ER THAN 3-10,000 GALLON B' DUMETEFi T H ,` t e
<br /> BUMPER .(OPT, NAL - I I I } L L"i
<br /> t'g p s I,l" TFID TO. OS%,. 10 SEE SITE PLAN) I `- ••. I I •Y CLEAR Tal tll
<br /> I { f iP I i �� BBOTH AYO"s I I I I MIN., TMP. FILTER FAB IC INSTALLATION DETAIL; I`:' i •;; j II I^, S '�
<br /> , t,' ).. . 141 rr• 0 GRACE I I I '{ . I;.. al•„
<br /> 0 .
<br /> il� �
<br /> I��!JF+f�S( T TYPAR " ��
<br /> v yd7aP' `ED aasE r0 90z FRONT ELEVATION SIDE , ELEVATION
<br /> (•�� j•5 .I y `Frlil�?'{� �I .fh+ AgIL� 14 � I .0 / ELEVATION
<br /> .° AIR & WATER STATION AP I
<br /> c rd NOTE: ��\
<br /> SEE SITE PIAN FOR ,1 ( DRAWING ISSUED FOR DATE ABS UITRMR REVISIONS I I
<br /> I VARIABLE DIMENSIONS \\``//// 3/4'=1'-0"
<br /> r 'y,
<br /> ULIRAMAR ENGINEER NO GATE _ BY ^ COMMENTS _
<br /> ,c ABANbQNED TANK HOLE DETAIL 7 DISPENSER ISLAND DETAIL _ -- T. Ultramar
<br /> x NO SCALE„ § I - 3/0"mt` STEEL FABRICATOR ^� 525 WEST THIRD STREET,.HANFORD, CALIFORNIA 93230
<br /> NAME, --- -- TYPIfvAL Yd�RD DETAILS
<br /> y5 <r�tY f' ill t}�1124 I} W IT Vii''
<br /> PLANNING -
<br /> T
<br /> { 1210 HAMMER LANE & KATHLEEN DRIVE
<br /> Zai Ir r t r r I } `�of I PERMIT -
<br /> {:
<br /> PLANS PREPARED BY: s
<br /> BID CONTRACT DOCUMENT A & S ENGINEERING
<br /> Af< —= SOCK70N„ CALIFORNIA
<br /> W,
<br /> V NOT FOR CONSTRUCTION
<br /> CONSTRUCTION PLANNING ENGINEERING CONSTRUCTION MANAGEMENT , SCALE: A$ :NQ. ED AS
<br /> DO NOT USE FOR CONST. i
<br /> UNLESS BORT SIG. ARE IN HANG 207 WEST ALAMEDA AVENUE SUITE 203 DATE: 9 13/ 1995 ;
<br /> ,Iri us4` 1II�gAI `dl` `� 1 1' .. —. SURBANK, CAUFORNW 97802 r' 'c
<br /> RECORD DRAWING PHONE: 818-842-3644 FAX: 818-842-3760
<br /> ' J ;', I II�� I el I p� I• CHKO. BY + r > SHEET 7 O1 1 __..I
<br />
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