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REVISIONS dY
<br /> FIBER EXPANSION JOINT ,y�'I,
<br /> ` TOOL TO 1/4" RADIUS U 1751 FILL WITH SEALANT TO 4 MAX.. TOOLED EDGE 9 MAX. - TOO RADIUS
<br /> MUST CONFORM TO ASTM 1/2' RAEIGE 1/2
<br /> /Y TYP TYPLEO EDGE.
<br /> r SONOLA3TIC SL 1 PLANTER PLANTER
<br /> POLYURETHANE SEALANT GRADE ° GRADE
<br /> 1/2" _ 1/4 DEPTH OF SLAB JOINT 10N _ A.0
<br /> JOINT 'p � � PAVING m
<br /> p °
<br /> P.
<br /> 0 � ° °
<br /> IR #9 CONT � ° ° ° . .. ' a #4 CONT.
<br /> O0 O°
<br /> n - P J - - ' YARD SLA© OK FIXTURE & POLE AS
<br /> ° ' A
<br /> REINFORCING - BACK GF WALK
<br /> ° ° a CONTINUES - - 7—NOTED ON PLANS
<br /> ' INTERRUPT ° ° � P
<br /> ACROSS JOINT AT , CONCRETE PAVING AT A . C . PAV I NG EQUIPMENT LIST ,
<br /> P
<br /> r. REINFORCING ° a
<br /> AT JOINT '.
<br /> EXPANSION JOINT CONTROL JOINT PLANTER CURB DETAILS SET A,B. USING
<br /> NO SCALE O u0 SCALE U 1 1 i `BASE TEMPLATE
<br /> War
<br /> o �e
<br /> #3 REBAR 8 24" O.0 _ STUB CONDUIT UP W
<br /> EACH VAR, TYPICAL - 14 ABOVE FOOTING -1 ± DRY PACK GROUT
<br /> 1. 1/2" OVERLAY II -3/4"x45° CHAMFER
<br /> PETRONAT v p 4 `\ P ° _ ROUND CAT T —
<br /> NEATLY AT TOP _ Z
<br /> Exist. A.C.
<br /> ° p x FINISH P ° -3 #3 TIES ®
<br /> - - GRADE 7." 0 C TOP
<br /> Il °
<br /> SCHEDULE 40 �-4-
<br /> STEEL PIPE - S ¢ a II
<br /> CONCRETE FIt,I,ED-
<br /> 4"SCHEDULE 40 w -d O- -ANCHOR BOLTS AS
<br /> DRIVE SLAB DETAIL FURNISHED WITH POLE or,
<br /> C� C I z o .' (TTP } I D_ e r� INt4J
<br /> 1'=1' SONCP
<br /> CONCRETE FILLED z 2 3 CLEAR �i
<br /> m -RIGID METAL CONDUIT .
<br /> PAVEMENT PER - _ .� �.�. i `— 3/4 METAL CONDUIT
<br /> SITE PLAN T V
<br /> PAVEMENT PER a m n rx . -
<br /> SITE PLAN - 111��� 3 IE$ 0 t3 0,0.
<br /> . . �' �� ;t- ...�D 6 FROM TOP &
<br /> BOTTOM
<br /> � 31CLEAR
<br /> Uln i�
<br /> MIN _.-
<br /> OVERLAY DETAIL -s' 4 BARS VERT.
<br /> r - 14 NO SCALE
<br /> p4 REBAR G 24° D , 16" DIA CONC -- aa.' . a ,` ,, �, ' .i 6" DIA. CONC.- "1 . 1 f 'c - 2 000 p91 , MINIMUM UTA
<br /> EACH WAY, i PICAt.:', FOOTING. TY P L.._. FOOTING TYP. .1�4 {_ J°' ',. fy 40,000 PSI MINIMUM
<br /> 771
<br /> AREA LIGHTFOOTING
<br /> GUARD HOOP i GUARD POST Z
<br /> " 1 2 i
<br /> 17E TIT
<br /> ' 2' NEW A.C. COMPACTED
<br /> PETR1 . 1/ WET HOLE CONDITION
<br /> ' 1 . 1/2" OVERLAY . - � - --
<br /> tr,
<br /> Exist.
<br /> A C,. ,.. , - -#4 REBAR 29 O.0 k
<br /> EACH 'WAY, TYPICAL -
<br /> _. MIN,
<br /> 'p �Z vim__' nm J>^ STUB / 1
<br /> 3- b/4 CENTRIC YT A /yl
<br /> SAWCUT EDGE v WITH '3 HOLE ELECTRICAL
<br /> T. BOX
<br /> ASPHALT TO ASPHALT WATER SHUT—OFF - - I- -! - -
<br /> TRANSITION DETAIL DRY HOLE CONDITION VALVE GATE TYPE
<br /> 3 o (FEMALE OUT)
<br /> J 1 1 NOTE. °i 1 I 9B I
<br /> SES SITE PLAN FOR SPECIFIC APPLICATION .� 49. 1' MIN. a ^
<br /> NOTES
<br /> AB DETAIL
<br /> - 1 SET' ALL ANCHOR. BOLTS PER ^ I - I i 7 m I I m
<br /> (D) T�LANK
<br /> "SL uNUFAcruRERs sPECIFIchrloNs A � A oB
<br /> 30 6 2. INSTALL AND CONNECT WATER
<br /> SUPPLY INE WITH SHUT OFF
<br /> .. I VALVg AND ELECTRICAL CONDUIT 1
<br /> _ 30" PETROMAT _ _ _
<br /> < SAWCUT EDGE - MANUFA TURERS SPECIFICAN PER I I v "
<br /> TANK OR 1 . 1/2 NEw A,C. O PLAN MANUFACTUR RS SPECIFICATIONS -I
<br /> F. YARD SLAB OVERLAY Exist. i _ - 1 - - - ;' _ a
<br /> COMPACTED A.C.. . I I I m W N m 1
<br /> --STD. QUART POST I
<br /> V D ,a �� _-_ VARIES' � SEE SITE PLAN --- SEE - - - -�
<br /> rte•—_ °
<br /> COMPACTED BASE ro z VARIES 1 2 0 ' 1' VARIES
<br /> e \
<br /> AIR ; v),
<br /> ASPHALT TO CONCRETE WATER _ - _ - - V)
<br /> ------ - -- SOIL PINS
<br /> S
<br /> TRANSITION DETAIL io 2' 0
<br /> MPT 1
<br /> a r
<br /> `------- --- I 1 'Q
<br /> • I 2 LAPS -J
<br /> 151-7 1 N
<br /> " :.18 " RAISED ENO J
<br /> FAIOTORY WELD
<br /> STEEL ISLAND FORM
<br /> BUIMPER ( OPTIONAL
<br /> -"SEIE SITE PLANT A / VAD/ AAS// ry
<br /> EXISTING PAVING FOR ASPHALT TRANSITION PLAN VIEW r , ' 3�4' < 1
<br /> SEE 12 OR 13 r. YARD.
<br /> 2" NEW ASPHALT O O GRADE. : 49 AT 1<2 SLOPE
<br /> WITH 1. 1/2 ' OVERLAY - -18"'RAISED ENO
<br /> FA
<br /> y---3' BASE COMPACTED TO 95% --.� - III DRY WFL'
<br /> SEEPSITEOPLAN )
<br /> ONAL . . .I I.
<br /> —.—a—_
<br /> D e % ' � � I II I ' GRADE P I" • , .. 'I. ' I RECOMMENDED LAYOUT FOR 3-10M GALLON TANKS USING DUPONT "TYPAR" U
<br /> TYPAR TYPAR - 'I, I .., �. SPUNBONOEO POLYPROPYLENE STYLE 3901 4 OZ/S:Y:. FABRIC. 15'-7" WIDE I
<br /> 1 ' MATERIAL! ROLLS AVAILABLE IN 100', 300, 8 1,000 YO_ LENGTHS. FOR
<br /> 3' CLEAR ' EXCAVATION SHOWN ABOVE, WITH 1:2SIOE SLOPES, APPROXIMATELY 100 CL
<br /> \ PEA GRAVEL BACKFILL —�'\ I ' , BO G 10 'I MIN. ,:TYP
<br /> " O.B.O,C. BOTH WAYS TARTS WOULD BE REOUIREO THE. SAME LAYOUT-TIS ALSO SUITABLE FOR >
<br /> ° p / :ELEVATION - I I IHILLIPSFIBERS CORP. ' SUPARP ,FABRIC. 4:1, 02/S,Y.' FABRIC IN ROLLS
<br /> ° S' WIDE. BY 500 LONG, FOR MONSANTO °BIDIM" C-22, 4 CZ/3,Y,
<br /> a D \ NOTE: r -" ' r ' FABRIC IN 17'-5 WIDE MATE DIAL. ( 981 FT. LONG ROLLS ) LAY :4'STRIPS
<br /> 'o <° ,, °, ° D. ° ° <. 07 FRONT ELEVATION `. SIDE ELEVATION THE OPPOSITE DIRECTION: TWO BOTTOM PIECES' AT APPROXIMATELY 69
<br /> y EE SITE ALAN FOR
<br /> ' FEET LONG AND.TWO SIDE PIECES AT,NAPPRO%IMA»TELY 62: FEETLONG,
<br /> VARIABLE DIMENSIONS , � � � MODIFY AS: RFOUIREO FOR QT HER THAN 0-10 OOQ GALLON 8' DIAMETER TANKS Date^ : g�13/91
<br /> bull
<br /> ABANDONED TANK HOLE DETAIL opl�PENSER ISLAND DETAIL ��A I R & WATER STATION ;vQ� )vI s/0N�/\ ��FILTER FABRIC INSTALLATION DETAIL scale NOTEo
<br /> NO SCALEa/B 1' . - `1 3/4„_t ' o , - r UELAZ�G� \I Drawn SIfE/JCM
<br /> JA A'
<br /> 53
<br /> JOU ,Y ioiz
<br /> iv Nu IU t5
<br /> .. 51 ExV
<br /> ° Jp CIVIL C1�P Sheet
<br /> ATF OF CAUF�F �,�
<br /> (” oa �' sneers
<br /> d.XdE iflINiE00N NO.IWOMCWRYRINE• r
<br /> -
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