|
NEW--EXISTINGNEW--EXISTING ASPHALT INTERFACE ASPHALT PAVEMENT TYPE 1 SCALE. v = 1 -o" RAISED FUEL ISLAND CURB
<br /> SCALE: 1" ..w 1'-a" BOLLARD DETAIL SCALE: 1" =
<br /> SCALE: 1" TI( L � I DETAIL
<br /> SCALE:
<br /> 1^..� __---- . . _....- _.,..____.. IN -ry N.._...
<br /> °-° 2 LAYERS? z" C.`� Cry I C�
<br /> AS('HALT " STEEL ISLAND FORM 12 GAUGE DEEP
<br /> S1RAIGHT ISLAND FORM 'GALVANEALED". a _I-------
<br /> -TACK
<br /> __.TACK C;OA1 AI_L
<br /> PAINT WI TH ONE GOAT PRIMER&TWO
<br /> VERTICAI..SURFACES C;ONCRETE °•
<br /> FINISH GOATS OSTIA YELLOW
<br /> BASE MATERIALS TO %') C>
<br /> D.O_C DINT - CONCRETE SLAB REINF'D
<br /> ORM TO STATE
<br /> NEW � SEAL JOINT WITH
<br /> D, OU TYPk E" �' WI I H FIBERMESH mSH &( } CROWN IN TOP _
<br /> (, F
<br /> � �...
<br /> PAVEMENT LIQUID ASPHALT" _ IREMENT�S LAYER 6"x6"/W2 9xW2 9
<br /> TYPE 1 ' WELDED WIRE FABRIC AT
<br /> 32Q
<br /> ._._ ......_ ...
<br /> _.._._� ._.._...._. LIPF E ,V F C)INT OF LAB �
<br /> - � �> 321 .c�
<br /> co
<br /> STD PIF.>E
<br /> PAINT(2) COATS TRAFFIC;,YELLOW
<br /> BOLLARD FILLEf_1
<br /> WIFH CONCRETE; v
<br /> IDEAL
<br /> co
<br /> BOLLARD COVER,
<br /> .m-.•.:,
<br /> ' SHIELD
<br /> a
<br /> i
<br /> NEWASi'HALr - WING EXISTIN
<br /> YELLOW
<br /> PRIME ST LL OL CARD
<br /> PEA GRAVEL, PRIOR INSTALLING
<br /> x>
<br /> VEL OR R TO
<br /> I
<br /> BOLL ARD CC)VF=R .�
<br /> 12"STABILIZED SUBGRADE AGGREGATEBASE
<br /> _.
<br /> m 2
<br /> u iQ
<br /> CLOWN TOP 1" -
<br /> REINFORCED PAVEMENT TAIL ELI ISLAND TR L &1 I T TAINS ASP I_.T-CCS T I T .TAIL SCALE: V V.-O"
<br /> NOTE
<br /> SCALE: I" = 1 -Q" CONCRE 1 E SLAT - Rrr.Q V-0" FINISH GRADE a
<br /> _m DIREC f ONAL ARROFW& ` �� ``
<br /> WITfi W!l H FIBERMESH &(1) _ ..__,., 1 INDICATED A LID C)N Sf1E()TS �] `�,
<br /> >pe>cChem CURL-"& SEAL 25 LAYER 6'x6 /W2.9xW2.9 V\/ELDER EXT
<br /> (.."ONC;RFwfE FT..ATWORK} T CONCRETE SLAB WITH WIRE FABRIC Ar UPPER/ POIN1 IF DIREG(ION A-1
<br /> IF3F'RMFLSN &(1) LAYER OF SLAB
<br /> CONCRETE SEALANT FOR ALL C` /4. RADIUS 1OOLED EDGE OF DRAINAGE
<br /> 6 x6 /W2.9x 2 9 W.W.F. AT
<br /> UPPER POIN f OF SLAB EXPANSION PREFORMED IF DIRECTION
<br /> SLAB
<br /> SION JOINT, " SEAT_ JOINT WITH — OF DRAINAGE.
<br /> _ -.... - LIQUID ASPHALT r _ PLAIN CONCRETE
<br /> BACKER ROD, & SLI
<br /> x2" DEEP SAW GUT aEAC.JOINT WI FIT
<br /> SELF-LEVELING WITH JOINT BACKER& I...QUID ASPHALT PAVEMENT FLUSH FOOTING
<br /> JOIN 1-SEALANT•' SI._1 SELF-LEVELING _,_._..- NO:1F_ n: 1
<br /> JOINT SEALANT — 6
<br /> CON TRACTOR SHAW CUT FAINT(2,)COATS TRAFFIC
<br /> THE IC)EA! - _ YELLOW_SHIELD 3'
<br /> cmn ^ LENG1 HEN TEXT
<br /> _ BOLI ARD COVER-TO
<br /> LENGTH FOR EACH VERTICALLY TO BE SEEN �
<br /> .., ._.._x..,m...x..._..... ,_....8, _,..1...�,.. ...�.a.,.�.._...�., RESPECTIVE BOI._I_ARD. _ .
<br /> OBLIQUE(Y
<br /> CONTRACTOR SHALLFASTE .
<br /> AGGREGATE SHIELD BOLLARD IDEAL COVER "" V-4,
<br /> BASEPEA GRAVEL I " ASF'FIAI_T CONCRETE - 4a 8 4, �, q 4" �:, 1C 5 „
<br /> C 4
<br /> PRE.I ARED T � CONCRETE ASF'FIA(_T TO TI IE METAL BOLLARD
<br /> BACKFILL PAVEMENT PAVEMENT
<br /> SUBGRAD( PAVEMENT PAVEMENT BOTTOM WITH A _
<br /> AT C1�E B
<br /> STAINLESS STEEL SCREW.
<br /> NON-BACKFILLED LOCATIONS F3AC,KFIL.LED LOCATIONS PE=A GRAVEL OR PEA GRAVEL OR L.- A--
<br /> CO
<br /> AGGREGATE BASE AGGREGATE BASE NOTE: �- �. _ Q 00 &0
<br /> THIS DETAIL TYPICAL_
<br /> JOINT
<br /> P FOR LEVEL PAVING
<br /> t� I T TYPE "E" aJ I TTY rP �@ CONDITIONS ALSO _
<br /> 1'-6" DIA t
<br /> manalmomommonamm
<br /> E 'A° ILT SCALE: I � -- 1 -Ca" TYPICAL TIN TF�E(Vh-~I SCALE= �" �'-o'� F�IF' T�-� IVI-� AT I�1TC�TI1� C�� t�! F� I �
<br /> - -- — - -- -- _ _— --__.__ TAIL SCA�.E 1" = ----
<br /> SCALE. 1" = 1 0' N "'
<br /> UNDERGROUND DETECTABI E TAPE. UNDERGROUND DETECTABLE TAPE
<br /> TO BE INSTALLED ALONG ENTIRE CONCRETE SLAB REINFORCED WITH TO BE INSTALLED ALONG ENTIRE CONCRETE SLAB REINFORCED
<br /> LENGTH OF PIPING. 6" TO 12" BELOW FIBERMESH & (1) LAYER 6"x6"/W2.9xW2.9 LENGTH OF PIPING, 6"TO '12'' BELOW
<br /> GRADE - WITH FIBERMESH &(1) LAYER
<br /> 849 WELDED SI-AB
<br /> FABRIC AT UPPER a GRADE_ 6"x6 1W2,9xW2.9 WELDED WIRE LJ
<br /> v
<br /> POINT OF SI...AB 44 � cl ;(
<br /> ACGREOATE BASE-- FAA( IC';AT UPT'ER; POINT OF
<br /> AGGREGATE BASE S (_' (YJ
<br /> 6"CLEARANCE uc r
<br /> 03
<br /> 172 BETWEEN CAP&
<br /> caw..mmm ..�,�...«...,,.... ,,. .,.....,.. ::...... .w.....»....,.. Y N
<br /> BRASS CAP GRADE a> � - � " c�
<br /> 0 ✓>
<br /> - > ....
<br /> _. .G__. .__r. _ x_
<br /> ?" DOUBLE WALL PRIMARY �>
<br /> ` ;T x
<br /> FUEL PIPING
<br /> UST VENTPIPING
<br /> UST VENT PIPING BLT WALL_PRIMARY
<br /> 7`7 _ ? DOUBLE �
<br /> FULL PIPING 4'
<br /> ELECTRICAL CONDUITS
<br /> ELECTRICAL CONDUITS, REFER TO
<br /> _R T-O ELECTRICAL
<br /> EAST JORDAN IRON WORKS � � >' ; ELECTRICAL DRAWINGS � � �
<br /> REFER
<br /> GAT NO. 5?50 HEAVY DUTY cv
<br /> DRAWINGS
<br /> L
<br /> FRAME AND GRATE ' PEA GRAVEL OR/"
<br /> TYPICAL.. FRP PRODUCT
<br /> PIPE.OR VENT
<br /> CRUSHED ROCK BACKFILL � � �
<br /> NTERSECTINC3 PIPING
<br /> TRENCH ' C) EE
<br /> 6" 2' SQ 6�, /
<br /> PEA _
<br /> �� 'E 1 G RAVES I_ uj
<br /> PVC STORM DRAIN. SET=SITE
<br /> r ,.
<br /> PLAN FOR SIZE.& ROUTING
<br /> 6" Lu
<br /> 6.. NC7TE �° . �� _ �� ,�
<br /> 01
<br /> 6,�°" 6 C„ "FRENCH CORNERS SL�10(JLC)
<br /> BE CUT AT 45`'TO ACCOUNT ;'. co
<br /> gf° FOR BENDS IN PIPING.
<br /> 97— - 0
<br /> PEA GRAVEL OR "
<br /> CRUShTED ROCK BACKFILL
<br /> 1
<br /> �. 13
<br /> 8'
<br /> 0 Lu
<br /> _.
<br /> 'TYPICAL PAVEMENTREPLACEMENT AT UTll,_ITY T SCALE. 1" = 1 -ra CONCRETE T CONCRETE I TAIL SCALE: 1
<br /> i
<br /> SEAL JOIN T WTH
<br /> LIQUID ASPHALT, 3"ASPHALT SURFACE COURSE
<br /> TYP BOTH SIDES
<br /> EXISTING 1=ULL DEPTH SAW CU F
<br /> PAVEMENTEl
<br /> �}
<br /> _ - PRECAST CAT
<br /> J
<br /> I�x
<br /> _..._..�.......�._._.,,......__.,.�_..__._,..._._._.. EXISTING C O N G R L:T E
<br /> ie
<br /> BASIN
<br /> L�l
<br /> F""- r
<br /> NEW CONCRETEzm
<br /> a < U> `�
<br /> LT 1 ILL c a
<br /> cta
<br /> LIJ
<br /> G' 6�, REINED _ �<<n
<br /> i G O N G R E-T E LT�1 cv c
<br /> REINFORCED WITH 6 IN/DOWEL NEW CONCRETE: TO rl
<br /> FIBERMESH EXISTING C,ONCREI E USING 18'' LONG L1.I I;
<br /> #6 REBAR ON 12" O C o
<br /> r
<br /> 8"OUTLET TYP
<br /> ea
<br /> ( ) LIMITS OF PEA GRAVEL
<br /> c�
<br /> EXCAVATION APPROVED
<br /> BACKFILL
<br /> OLIAL "c
<br /> C7 1�
<br /> UJr
<br /> n
<br /> F _.�.._.....__ -
<br /> TYPICAL — 1/If .._ F'CL1T NAIL - - SCALE: 1/2'' - 1 u" � j y
<br /> LL! — .....___...._
<br /> !
<br /> L?(.aWNST'OIJT 4^ FVC 9Q° BEND
<br /> = r r
<br /> as
<br /> FT'T E= ADAPTER 4" PVC
<br /> DOWNSPOUT aL>°
<br /> CONNECT CANOPY
<br /> ET"( C,) DRAIN T-O SITE STORM
<br /> p�i�a`»�a SCh�L.E.
<br /> .... ti a -'
<br /> DRAIN SEE CIVIL SITE L, AS NOTED
<br /> PLANS T 0R
<br /> _ DRAWN BY
<br /> VERIFICATION
<br /> NOTE-
<br /> d ro ,� ,�.. ,.. ?e:-a
<br /> , G! Z
<br /> �� [DA hE .
<br /> SEE CIVIL GRAL7IN(� F'!_AN FOl�
<br /> � ,
<br /> ;�7
<br /> SIT E SPECIFIC INVERTS& DEPTH � A w � m w
<br /> �a e 1/2,x/2015
<br /> OF CATCH BASINS, '� � r
<br /> 3; (�� A
<br /> PROJEC;T NO
<br /> Cs_5 , `L 1"C4 CA-1098
<br /> Sd1 (
<br /> CYC
<br /> DRAWINCj' NO.
<br /> A l'
<br /> k4 r�c
<br /> > ^1k k A r
<br /> D-1
<br /> M.n
<br />
|