I N I C KAEDLJ UBSRTOANBZL EE SP TORUASI NH EE RD O R O2 P" TNI OPNTA LI N L1 )EfT B ¢ 1.1'' 6.8"¢ 0 1)fl.P.S. -- IN9T£E"GRAL TRAP WFILTOHO RF LLUESVHE LP LCUL EGA NC OO VUETR "T( DZY UNP R4I CA5A5LBC "OF ALOOTREO DRE QCDUARASALTI N I RZOUNR NB O D Y TYPICAL INTEGRAL TRAP DETAIL CWNC OLI I CTEVHKAEENRI L NO, TUBSETRI GDOREANANZOLDEU TTASRLDTAE JRTPUA SI FFNTLLEAOURBOS. LRHE LPPELOVULEGI LS H E D ¼" x S T ¾R " E T G C A H L E V R . BS T A L R . 1 %" O.D. GALV. STL. 2D½I A" GHOOO. NRD AI .ZL. G AMM LEEVMM. BB SEE TRRLSS. NEW STONE SURFACE. EXTEND STONE 1'-0" BEYOND F E(NS CE EE DO RN I VAEL LD ESTI AD EI LS) SCALE: NONE B A Strainer Pipe Sizes Dia. 22 -- 33 -- 44 22 -- 33 -- 44 16'-Q" GATE OPENING 6'-o" THYAPGL. FA PT OAE PNESENHL O PSWOPNAS I C@T I I NO GN ROLLER STOP 6 5 7 8 Dimension In Inches K Approx. Min. Max. Wt. Lbs. ½" 2" 37 1);'' 2)," 39 1);'" 2½" 41 1 )1" 2½" 42 7'-0" GATE POST SPACING O S p S t e q r n a . in A In e r . e r a 8 9 1 1 8 2 7'-o" S G 4G E A " A E T T O E E N. D OR P . T O OE G L S A L T B E L R E V , L . O T S W Y T PL. ' I "' ' "' I V2E" R OT I.CDA. LG AMLEVM. BSETRLS. n n #9 GA. WIRE MESH FABRIC UNDISTURBED SOIL FCOOONTCIRNEGT, ETYP. 1/ IC I'• 12" 12" PNLEAWSTSITCONFAE BWREICEDUNBDAERRRIETRHEOFNEN(2C)ELALYINEERS OF 3 MIL. CHAIN LINK FENCE SLIDING GATE DETAIL NOTE: GUIDE ROUERS TO BE NYLON MATERIAL Wllrl SEALED BALL BEARINGS SOTNREA NE XDTSE NOSFI OBNA RABR MW I WR EI T, HT Y3P 10'-0" MAX.CENTER LINE 2½" O.D. GALV. LINE POST TO CENTER LINE 3" O.D. GALV. TERMINAL POST --'·--"'b:6.·..:. ..�..:.-o:,;.a. ___ '· �i"%'.'.' "� ... 1%," O.D. BRACE RAIL ¼"x ¾" STRETCHER BAR ¾" TRUSS ROD CONC. FOOTINGS REQ'D 1½" 0.D. GALV. TOP RAIL 1D\I¥A5 "G OON. DA.L GMAELMV .B ESRTSL . N(E2W) L ASYTEORNSE OWFE E3D MBI AL .R RPILEARS TOI CN ·r • "<t" W,2H AT CORNERS U ;, j FABRIC UNDER THE FENCE LINE 10" IN FENCE LINE CHAIN LINK FENCE DETAIL AND GATES FENCE AND GATE DETAIL NCNOOONTSLTCRAALECTOR SHALL PROVIDE ALL NECESSARY LOCK MECHANISMS ,•1.1 ": 1,1 ·· l:J ' ..... b I <D DEBRIS CAP REQ'O ON ALL EXTERIOR VALVE BOXES w L "' ��� - : .· · ._. . , _ :: Trench ¥.'· Edge. Typ FINAL GRADE (SEE SURFACE RESTORATION DETAILS) EXISTING GRADE _, I , .. ' 3= ' ·.•. :: "' .. I NT S I OANTPl AlE LOXLGFCE AED VTS EASW L I VTVO AHEF L VNA6 EU0 SVT" A I DSNL EHVS PAET TAL HSLL TL EBTE MODE CZw "0wal " ww "- EXTENSION. �- UNDISTURBED SOIL - " z0" "" lo wwz eC ....2 ·- >0• 8 ,g.!: •- C - O E 0 1l .c: (/) :v -,,- g.� � o·- -�5 C - ·-0 MEC P H VVO A A AS N L L IV I V C E C E A A L ( BP S O J E O X O E I R N A S T L P E I Q E G G C U N A S A E T . R E L ) SEE SPECIFICATIONS FOR REQ'D ENGINEER Fl�LL;__:==::"-i,:'.';i:f._§i;?;,::.,_____j , : ?.-_ .;,�_ . , ,;;.tr�: WATER MAIN CONCRETE SUPPORT PAD w GATE VALVE AND BOX NO SCALE SRUESRTFOARCAETION - - + - AS REQUIRED ~-----f----�---1--LWOACTAE TRI NSGP EMCAI FTIECRAI TAILO N S PO IP .DE . (Be) BSB PYA ECWCK IAFF ITI LCELARTAI MOS NA RSI NE Q U I R E D 0 C � • - 0 .L-----; -+�-1�---�\--' e'j"-i"l"i"!If �i;;{I "-- l - c---"-!+_I__ HAND OR MECHANICAL COMPACTED a.. I . . • • • . I .L._____________ L•·.• ·._ ·_·__•• • _·. ··J ___� MATERIALS PLACED IN 6" LAYERS TO 12� OVER THE TOP OF PIPE I.Bc+16"MIN•.I J BEDDING: Bc/4 or 4"MIN. BED(DIFINRGOSCHKALISL EBNECOCULANSTSEREI DORAL11L) W = MAX. ALLOWABLE TRENCH WIDTH FOR PIPE SHALL NN OO T T T TOO E E X X CC E E E E DD 336 0" FOR 4" THROUGH 8" PIPE, H FOR 8" THROUGH 1 r PIPE. BD C = = P PI PI EP E D DI AI AM ME TEET RE R ( I (NETXETRENRANLA) L ) APPLICATION GRASSED AREA PAVEMENT AREA OT RO AV ENHY I CAURLEAAR STURBAJFEFCI CT BEDDING, HAUNCHING AND INITIAL BACKFILL (R C ME L C F A A E L T S A R E S S R TS IA I O , L I S II W O OO SR R R P K I E I I MC ll M I A FA MN IC T AS A E H T R T E IP I I O R A I N L AA SL N D ( RME FAETRE RTI AOL SW OSRPKEMC AI FNI CSAHTI PI O NASN D FINAL BACKFILL SELECTED EXCAVATED MATERIAL COMPACTED GRANULAR MATERIAL WATER MAIN TRENCH DETAIL NO SCALE NOTES: 1. FAW( I ONO R1DR OKTI TNO)F I TAI 1SAL HLLSAI NL ALOGLNP DEUU NTFOD I LI FNEI ZARTEL HT ECBH OAESMCHPJKOUAF URI CLLI TLSDEDEDWI RCHTGELI RORI NANE EN OUT OHFL FAE TRTHCHEEBENA I TNCPEKDARF I VAI ELLNLMI ANEEMNDETEOE. PFT AI NTRGHT EMBE-WN BAT OT EOR RFR O MTWRA AI CNNL SAI SPS OSWRI FI TTI CAHATI NI TOI ON N 2. O(WI FNO DRTOKHT E)N OHS TAH RAF DLALL (L CUI NOT GI NL CI ZURENE DTCEEORMA PTN AHD EC TAJESUDPRHI GSARDLAI TCN) TUI POL ANA VR EO MBF EA TNCHTKESF I LI TNLOD AI ATNHNYAEW HCD EEE RNP ETAERWRT I MT LHEI NI NNET 5OO FFF ETTEHRT EA NOWSF AP TTOEHRRET AMETDAI OGI NNE . 0I "' b ;,- I , FORMED CONCRETE BLOCKING TYP. PROFILE t1T h.h er Tuhsweti d ebd rli omcoekfns: s i foonr sphl uo gwsn sahbaol l v eb eo r f45' L/2 +4" FORMED w -�,�. ••:-; "�'( ;0'' Y4, .«?'«'.�< , :!/ CONCRETE L UNDISTURBED BLOCKING SOIL. TYP. DETAIL A DETAIL B 6" SQ. STL. PL. 1" Th'k. Plug /� � [ -�:'K1/"' -� s FORMED CONCRETE BLOCKING "SH NOT TO EXCEED 18" 2. The width of the trench plus 2 inches DETAIL C DETAIL D TABLE OF DIMENSION FOR CONCRETE BLOCKING � TEE I PLUG ffi L T w D L T w 48" 18" 36" 1O" 42" 18" 42" " 1. FudN o s i O me r T e E t t n S e e s : e e poflugteew,iito sh n wt e s y i l s t e p ah c e t mh t b ek er " i ca T s ! nk ; j a i e c omrd h m i em w e u i t e n a t e hn e s r s q i Du t a o h a , ns o l s L s b t , e f r o r a a f o n n r o mc ud r h n W tt ehee st ai zbel e ouf ntdheer bcroal un cmhn. h e a d e d b y 2. slfhoewxanctusseizenepxtipelarbgloecr ksinizge.is not II 90' BEND II 45' BEND II 22½' D L T w D L T w D L T 24" 54" 24" 48" 1 o· 36" 16" 30" 10" 36" 16" 3 . sBDu pnel oedpcci tski hfti ni ueg"rddb "emt doumseaat al yl robt wbeh e wpo gi roer r cerkeaoi ndtc egk ra. sgtpahai anc nse t. 4. Concrete blocking shall be class "B". 5. dTo2 hin0me0 se10e0n 0spdi soi pfmnssesi onswisl hoi oabr nlkel si nabgr eoi nr l egri ne eccmaa i pplncrai umeclsai utstmyue rdset hs bbe yaa snedd the engineer. BEND II 11)'4' BEND II ALL II ALL I w 30" D L T w D EE� 10" 30" 16" 24" 10" 6. CS3 to, 0en0ecl 0r ePtpl eas , ti eCa onamdn dp3r 0eS ,sc0sh0i . v0e4 p0Sst i Pr ei pn eg t h s . 7. iAtnol l 8I Fn i l tMettii ln gaL snOdPSEhO aual tnl l edbt eTpaWi pprei andpg p. oefdf DIMENSION KEY L THRUST BLOCKING DETAILS Length T Thickness NTS EXISTING GRADE SEED AND MULCH COVER r(AS SPECIFIED) GRASSED AREA SEEDING and MULCHING (CONFINE TO FENCED AREA ONLY) SURFACE DETAILS NTS ROUND CONCRETE CAP 6H DIA. STL. PIPE FILLED w; CONCRETE AND FITTED w; SAFETY YELLOW POLYETHYLENE SLEEVE ., ' --,[MIN. 4' I I . . ·¥ I 1--ch� ·:::.:t;;·rr : : '.?��\�,:,:· STONE SURFACE ,,��y�V I 1I C(� » ,_ STL PIPE BELOW GRADE ' ,,;",/, TO BE COATED W/ BITUMASTIC ' � ,c,;. � •,---- UNDISTURBED SOIL �� 1r DIA. CONCRETE SUPPORT KNOT DEBRIS CAP REQ'O ON ALL EXTERIOR VALVE BOXES COIL ENOUGH WIRE TO EXTEND 12H ABOVE GROUND VALVE STEM (AS REQ'D) 00 VAL VE BOX ALIGNER (=: POSI-CAP OR EQUAL 1 DIRECT BURY LUG F/9 w Width D Depth Below Pipe � s SP ci phe 4D0i a mk i ce kt ee rr p Plate Size 1 in Tk. 1 Direct burv w/ie out • connection -�O/R£CT BURY WIRE ,'IUl TJe xoRii snAt ii Cnl l ggE Et Wnni cdIeRs Ewo fi CnT:O, r nNC c( N� en EnWt C! Ci Ttri eoI :On Cs Noi Snt mt i )c ct tr iaocnes wi ni rt oe obl J teS hCt wed r e esdinmu roii lnnaegr sc pwD o1 a1 onl lee roc tf1 mot nr aas icnes hwabl iolr rebe est o, mncanodone1 nhuce �tr i, t ni aognn das direct bury wire nut. DVF RRA OILLVML E Al Cl iOE�Vs ET• ROHP O LOEF 4T ½H "E OSA PUD I TJRUSASI DLTEA1 BROLAFEC TEVHAEWL I VRVEEA LBUVOPE X OB ON X T H E T W R A A T C E E R W M I A R I E N . ·1/, TRACE WIRE ACCESS AT A VALVE BOX ��/� BOLLARD DETAIL TRACE WIRE ACCESS DETAIL SCALE: NONE NO SCALE � ll. 0 6 RCDEOI RVNEI SSCTITORI VNUESC: TNI Oo .N2 C H A N G E BID SET 0�PSL0!.OO2i 2dO .0! wc \' . 1OV263 0e O4,k. (;�c1 Cm2B.9rl5oEn adndgi .Jwi n1 1 J< ."1 ve4rS71 .u5 It5nt3r\ . DATE JUNE, 2024 DESIGN M.M.S. DRAWN D.A.P. 0.C. CHECK S.D.B. PROJECT NUMBER 2D18D31-02 7 7 OF I � LE NUMBER . 44328 8 Do Not Use Plan Previews for Take Off
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