" 0

E

u. c 6 c

"' CJ N 0 0 ~

" / c1

' > 0 0 <fl m / ,, c c ~.

" / 0.

6 0 c "' " / if

L ,g;__

E ;,. L".

CAST IRON FLANGED COUPLING ADAPTER

·=~

-

i .i ·" . . '·

. ... .... ~ .:·:, .. · ' . .i ... ... . . . . .. . . ii . ' ' , . .. • " ...

, ... ...... •: G: ' " • ': • •, . . ,. , . . • • .... .. , , I

. . . . .. ' .... .. ~ .. -. . .. i--~·~·~··~· ~.·~~·-"-"·~·~·~· -· ·~~~ . · ... . ·

2' \I

ADJUSTABLE PIPE SUPPORT HOT­DIP GALVANIZED {2 REQD.)

"'-- 4" CONG. W/ 2.9x2.9 W11M LENGTH AS PER REQUIRED.

AS REQUIRED AS REQUIRED

e· -a· BACKFLOW PREVENTER DOUBLE CHECK DETECTOR ASSEMBLY

WITH FIRE DEPARTMENT CONNECTION (fl QC W/ EPC)

NOT TO SCALE NOTE:

2'

1. STANDARD EXPANSION JDINT MATERW. WILL BE UTILIZED BETWEEN THE VAULT AND ADJACENT CONCRETE.

2. ASSEMBLY REQUIRES INSULATED ALUMINUM SHIELDING AFTER INSTALLATION. 3. OS&Y GATE VALVES Wi l l BE CHPJNED AND LOCKED IN THE OPEN POSrnON

OR AS SPECIFIED BY THE CORPUS CHRISTI FIRE DEPARTMENT. '

PAVEMENT

BAS< COURS<

SUSGRADE

4' PAY LIMIT FQR SAND BACKFlLL

NOTE: RCP SHALL HAVE JOINT F>.SRIC ON EXIERIOR TO PREVENT INFlLTRATION OF SOIL

4' "Y """ F"" SAND BACKFlLL

NOT UNDER PAVEM ENT SANO SfEC!flCA]ONS·

PASSING 7 /8' SIEVE PASSING No. 4 SIEVE CLAY LUMPS NOT TO EXCEED PLAS11Cl1Y INDEX

100~ BY WEIGHT so; BY WEIGHT 20; BY WEIGHT NP-10 MAX

RCP BACKFILL DETAILS

18' 18"

6" SCREWED PLUG-......_

FI NISHED GRADE---.. "-.,-...,, l,..----6" SCREWED PLUG "'- -..._ / _.,,.,-FINISHED

6" THIC~r.-i:"=::r-~_,..,.· ,_....,.,.. ..... ll'l_l'·C:: ... -;:~.~r~:r.,'."'.; , 6" THICK

2500# CONCRETE ' " 2500# CONCRETE COLLAR COLLAR

_/,; 6"x45' PVC BEND

"--m....../ffi\1P. ~),.n---'''---:111--::- iHtt ~ I~

8 X B X 6"WYE 6 X 6 X 6"WYE

TYPICAL CLEANOUT {DOUBLE CLEANOUT TYPE AT BUILDING ENVELOPE)

GRADE

6" SCREWED PLUG0

"'\.

FINISHED GRADE\ \ 1f I % , i l

6" THICK 2500# _/ l , CONCRETE COLLAR =j='

6"x45' PVC BEND '

~ 8"x8"x6"Wr'E 6"x6"x6"WfE

6" OR 8" PVC PLUG

-

TYPICAL CLEANOUT (SINGLE AT ALL LOCATIONS OTHER

THAN AT BUILDING ENVELOPE)

02016 by Urban Engineering

~ < 0

I ~I

~I

>-() ::::::

.. ~ <( ti:: 0

:::J >- () () ti:: ::::::

Cl " w 0

w z ::.:: c..? () (/) w w I Cl ()

>-~

~~~:g i= 0.. "' utJ a N

>- ;::I (I? :z o:i <.C

~~:ri;3o~ ~~§5!3Z~ ::J UQ.. .(!)N w uw . a::: :a::::: 3:: (/) a::: <!I a..s:~l.LJ(/)~

w"' <

CJ) ..J -<( I-w c > I--..J -I-::> w I-<C > Cf D..

50:::~~ z "' "' 0

"'

'

I

I

'

CJ z a: w w z -CJ z w

> ...J

B: ::::> (fJ

°" ...J < ffi a: (fJ m (.)

SHEET

11 OF _24 JOB NO.

43002.85.00

</:) ~

Q , N

0 ::::> <(

8 <( 0

Vl < x ~

• I= Vl a::: :::c u Vl ::> a_ a::: 0 u

t. PROi>OSCO WA1E'R ()ISTRIJl1r.JTIQN SYSTD.I SHALi. SC INSTAl.LCD IN ACCORf'MNCC WITH CJ1Y OI' CORPUS CHRISTI WATER OMS/ON OISTRIBIJTION SYSTCM STANDAIWS.

2. 1H£ CITY RESOIVE:S 'fH£ RICHr TO ACCEPr THE SYSTEM FOR OPERATION Ar ANY rlM£. BIR tHE DATE: OF' OF'F'ICIAI.. ACCf!/>TANCE Of THt: SYSTEM WILL SC IJ/1'0lli COMPLCTION OF' THC />ROJECT AND $411SF'ACTORY rrsr RESULT$.

$. TH£ EXIST/NG SY$T£1t1 SHALL REMAIN IN SEFMCE IJNTll. THE PROPOSED SYSTEM IS PUT INTO SERVICE. THE COl(flMCTOR SHALL MOrrcr THE £Xl!{T'ING SYSTEM UNTIL IT JS TAKEN OUT Of SERVICC.

4. TH£ CONTNACTOR SHALL. FURNISH ALL l.MT£R'4L. LABfJR AND £QUIPM£NT R£QUIR£0 TO INSTALL TH£ PROPOSED SYSrEM.

S, TESTING OF' L/111£S (STERILIZATION AND PRE:SSURED) SHALi. Br DONE BY THE CONTRACTOR UNDER THE SUPERVISION OF 'TH£ WATER DIVIS/ON. WATER FOR f/U.ING TH£ NE:W WATER LIN£ AND PillFORAllNG T£STS WILL Be fURNISHED TO THE CONTRACTOR BY TH£ CITY Of CORPUS CHRISTI THROUGH A STANDARD WA1FR CONSTRtJCTl()N #JETCR CONNtCTION. STANOARD WATE'R CONSTRIJCTION ltil!:T!R AND GAi.JG£ WILL 8£ SUPPl.1£'0 BY TH£ Cl7Y AFTER THE CONTRACTOR HAS PAID ALL APP/.ICAEIL£ FEES FOR TH£ WATER CONSTRtJCTl()N METER. ALL WA1E."R DISCHARGE MUST Be DCCHLORIN.liTED IN ACCORDANCE WlrH TNRCC rt NPDCS Rf:GULATIONS.

IS. TH£ CONTRACTOR SHALi.. RFCOVE:R AND STOCl<-PIL£ AT A LOCATION DESIGNATED BY TH£ WAT£R DMSION 1N$1"£CTOR, ALL ME HYDRANTS, VAL~. AND FITTING$ THllT M£ TAKE:N our Of st/MCC • TH£$£ AM1l:RW.S MAY BE WVAGED BY THE Cl'fY. HCJWEV£R, ALL ITEMS NOT CLAIMED 8Y THE CITY PRIOR TO THE: FINAL INSPE:CY'ION SHALi. 8£ DISPOSED OF' l!1'I' TH£ CONTRACTOR.

t. TH£ CONTRACTOR SHALL BEAR ALL COST AS$0CIA1E'D !lfTH WAT£R'LIN£ REPAIRS (WHICH RESULT F'ROM DAUolGf' CAIJSCD BY THE' CONTRACTOR) UPON CO/.tPL£TION OF' PROJECTS. AU WA1FR LIN£S SHALL 8£ FRrt; OF' ALL />ATCHE.$ AND SPl.IC£S.

8. ALL PHYSICAL TIES OF THF: PROPOSEtJ SYSTF:l.I INTO TH£ F:XISTING WATE:R/.INE SHALi. 8£ RECONNECTCO AND 8£ MADF: IJNDER SUPF:RVISJON OF' THE WAl'FR DIVISION INSPECTOR. TH£ CONTRACTOR SHALL FURNISH ALL "4TE'Rl4LS AND ALL CQUl/>M£t(T 'IHI! T 1$ R£QUIR£D TO IMl<C 71£-INS. CITY llld. TE'lt OMS/ON CREWS *11.L UAK£ TAPS ON CITY MAINS ARRANG£D THROUGH WAi'l"R DIVISION INSPECTOR (72 HOUR N0'11f/CATJON).

9. ALL EXISTING S£RVICE CONNECTIONS TIED ONTO THE EXISTING WATtRLINC SHALL 8£ RECONN£CTED BY THE CONTRACTOR, INCLUDING R!LOCA 11NG £XIST/NG WA 1'£R l.KTE:RS, IT SHAU. B£ TH£ CONTRAC7'0R'S SOLE RESPONSIBILITY TO NOrlfY AND COORDINATE WITH THE WAIE'R DIVISION INSPCCTOR SAIO R£CONNECTIONS / RELOCATIONS IN AOVANCf OF' CONSTRUCTION TO AVOID DEi.Al$. (NO SEPARATE' COSTS)

JIJ. MIN()R LENGTH OF' DUCTILE' IRON PIPE' AIJ.MCF:NT TO FITTING$ AMY 8£ RfQUIRED AS DIRE'CTED BY TH£ WATER DIVISION INSP£CroR 1!14SED ON CONDfTIONS £NCOUNTE'R£D IN THE F'IE'LD. THE CONTRACTOR SHALL fJSE' D.I./>. AS OJR£CTED AND SHALL SE' PAl[J AT THE IJNli PRICE SID FOR THE: A/>/>ROF'RIATE SIZE WA1FRJ.INE. A MINOR LE'NGTH IS DU/NED AS A SINGLE' LOCATION REQIJIRING THE USE OF' TWD JOINT$ OR LESS.

II. MIN()R ADJU$1'ME'Nrs IN THE LOCATIONS OF' FITTINGS. ldCLll'E'S, FIRE' HYDRANTS. ETC. CAN 8£ ANTICIPATED. THE CONTRACTOR SHALL MAKE SND MINOR ADJUS'f'IJENTS AS D/RfC1FD BY THE ENCJNEER AND/OR 11141t:R IJIVISION /NSP£CTOR AT NO INCREASE: OF' CONTRACT PRIC£. WAT£R DIVISION WILL 8£ NOTIFIED PRIOR TO ALL CHANG£$,

12. ALL NIPPLES 8£1WEE'N FITTINGS AND VALVES ALONG MAINS SHALL BE DUCTILE: IRON.

13. ALL DUCTILE IRON PIP£S, VAL~ AND FmJftlGS SHALL 8£ WRAPPE:D WITH (2) THICKNE'SS£S OF B MIJ., POL YETlffl.ENE AND SHAU. BE RESTRAINED WITH "Mm4LUG~ MECHANICAL .JOINT RESTRAINT OR ENGINEER APPROVE'D EQUAL AT ALL mTINGS. CONCRFTF: THRUST Bt()Cl(S SHALL 8£ PLACED BEHIND ALL FITTINGS EXCE/>T WHERE LOC/(ff<IG OR SWlllE?. FITTINGS AR£ IJTILIZCD. tJNLES$ OTHCR'M$E Sl'CCIFleD B'I THE WATER /JIVl$ION ENGINEER,

f ... ALL OFFSETS ARE TO BE DUCTILE' IRON PIPE ASSEltlBl./£5 LOCKED TOGETHER BY RE:fAINF:R GI.ANDS. DtJCrlLC IRON 8tNDS $HALL BE UTILIZ£D FOR ANY CHANGES IN ALIGNllENT QR GRAD£.

rs. IF A WATFR LINE IS TO 8£ ABANDON£(), 1H£ com;IACTOR WTLL F'ILL WtrH CONTROLLED LOW STRE'NGT'H M4TE'Rl4L, "ll4RAF'ILL" BRAND OR £NGIN£€R APPROVED £QIJAL, VAL W:S WILL 8£ RlMQVED OR FILLED AS REQUIRED BY WATER DIVISION INSPECTOR.

16. CONTRACTOR SHALL COORDMTE WITH WATER DIVISION INSPECTOR ANO NOTIFY ALL AFFECTED cusrOMERS 24 HOURS PRIOR TO KILLOUT OF £XISTING WAn:R S>'SlE'U.

I 1, WATER ()IST'RJBU'TION S'r'S'TEM $TA/l/DARDS CALL r0R UAxlUUM 48 • CO\'E'R ON WATrRl.IN£$, WHCN 0£/>THS DfCEErJ .. a· COVER ro Alo\?ID ossmucriON, THC USES OF' BENDS COULD 8£ REQUIRED.

Ill. CONTRACTOR SHALL KEEP ALL EXISTING VAL\t£S ACC£SStBl..E DURING ALL PHAS£S OF' CONSTRUCTION.

19. ALL NEW WATl!'R IMINS SHALL 8£ l/tlSTALLE:D SO rn4T PIPE: ID£/i/TIF'ICAT/ON 4IARKING$ AR£ LOCAT£.0 ON TH£ TOP OF THF: PfPE.

20. ALL SERVIC£ l.IN£S UND£R PAV£MENT SHAU BE' ONE INCH, INSIDE DIAMETER, MINIMIJM.

ENGINEER SHALL CONTACT THE: UT/t.fTY DE:PARTME:NT F'OR WATE'R VAULT DESIGN COORDINATION,

IEJl'AJllAnON OF WA17H1 .AN.D WAllT.EZSUl'EJI .UNEI

t. 7H€ $£/>ARATION OF' WA7Z'R ANO WASTE'WATER LINES ANO 7H£ M41'£RIAL IJS£0 SHALt. BE IN ACCORDAHCE WITH THC "Riii.ES .t REGIJJ.ATIONS fOR PUBl..IC WATER SYSTEMS" OF 1FXAS NATURAL RF.SOURCE CONSERVATION COMMISSION AND THE CITY WATER DE:rAILS •

2, WHCN!V£R WA1FR rt 11\KS'IFWAICR LINES CROSS, ONE .JOINT OF csqo PVC ~TER LINE SHALL SE CF.N1'£R£D OV£R TH£ IMllSTFWAIDI' LINE IN AODIY'ION ro ANY REQulREM£NTS AS DICTATED BY ITEM 1 AeOllE' •

t«l,ltS; CONTRAC7'0R AMY 1!1£ R£Q/.J/R£0 B'I THC WATER DMSION INS/>ECTOR TO INSTALL CENT£R£D JOINTS OF Dt.ICTIL£ IRON PIPE AT WATE:R!.INE' CROSSINGS OF EX/Si'ING HAZARDOUS PRODUCT FLOWt./NES.

PAVED SUllF'ACE

---------------------------------------WAl'EJIUNE M.fJIHMVI COVEJI JIS:IQ.fJIEMENT8

NOT TD SCAU:

NQrm r. ALL UAJNS IN THE' STRCE:T SHALL HAl'E' A MINIMUM OF J6" Of

COVER IWD SE' 12" MINllllJM BELOW 51Jf1(;RA/)E AT ALL POINTS AND HAVE llALVE Cl.t:ARANCtS IN ACCORDANCE: WITH THE llALVE OCTA/L.

I. ALL TRAN$MISSION MAINS (I I" f)IAMt'TtR rt ABOit£') IN THE STRE'CT SHALL 1-111\.£" 48" OF C01i£R AT ALL POINTS.

SEE NOTES BELOW

I 4 VAV'Afl'Ell AJIM8 1·

)I

I

x x

-M4GNf'llC llMl\IWO fAPE' ,,. ABOit' PIP£

x.a• 11/N. FOR PIPES < I 1• OM. X• 12' It/IN. FOR P/P£S l> tt1• Q.111,

3. ALt UAJNS NO'f UNDER TH£ STREXT SHALL Hllli£ A IJINIMUM OF J6" Of' COVE'R Ar AH POINTS.

TTA .l'H"I 1"'1NCH.f.N4 Rf!PO/Nfl .AND MCKHU, FOR WArEJl'UNI

AU. B£1JOlNG Nm 1N1111U. .IMCllFILL SHUL CONSIST or TH£ FOU.OWING OR R£F£R ro DESIGN t:NGIN«R ~: CIRANIJl.M S>IG'K1'11.L COltSl$'llNQ OF £11'H£F/ /lllllVll'IL S4ND CIR !Wlllll" li'll'llll. OR Mlll!'lli4L PRODIJ(;£f) BY CfflJSHING QF' 11141'111W S'«INE OR GIMllL

JIKIE'll LIN£S:

I, EXOllA'lnoNS <20f1. DEEP AND ff l!lt!Eli' TA'! f IJS£ MllmPW. lrlll'l1NQ 'THE l'Qf.LOWl/o/G l!'m.l.

11££TING ~ OF' A.ml 02flJ'I F'OR: SI' (JP SW tlW SP-Sii GP-6/rl :SW-Sii QW-CIM

AND IN A/JDITION: PASSINrJ 1/1" sta£' - IOOJI IM$SINI; µ SIM' - :SOii /IJNllAW l'l.ASJ'/CH'f IND£K (Pl) - NP ro 10 ~

2. IN lit.Cf> l'XColliMl'IONS (>2',, OR SELOW MMl'll'R TA&E, 11$£' CRUSH£D STONE OR r;INSHED GIMl'EL IKf:11NO CllAIM'f/ON OF/

A. CONC!ftrt C04llS£ A~I'£'; llrOOT tl'l'M 421; GIWJ£ 2, J, OR 4.

llOT TO SCALE

A. FOR 12• ASl'JI/£' PIP£ 10 /IOmiM OI' TOPSQIL S4CK1'11.L Sl-W.L Bf N"f'lfOV£D mecr Mlll'fRlllL FROM 1HE: £XOlllM110N: OR lllPORl!"D MllrERW; ALL TO 11£ Flfll OF ~ DEl!llNS, OR ANY CLWPS ~l&R T/>f4N z• IN ~· LCOSE' LIFTS ro SE ~ 10• ••

COllPACT MlllEliiU 10 9!J1t S11>. PROCl'OR (DfJ9B).

llltJtSWRr ro B£ . ADJl.IB1£D TO J: J1f ()F OP11Ml/N.

11. TOPSOii. TO st PRO'r'IOtQ £Ol.MI. OR Bl:JTiR THAN £>11ST/NG; AND MATCH £JflS11NG roP:SOIL 0£1'111. COMPACT TO FfX CONFLICT TO £11/!mNG NJJACENT IOPSCllL. (CONSlflUCTll')N TO 11£ P£Rf'Ollll£D llY "DOI.ISi.£' Dl'fCH" ltl£'1HOD TOP $Oli. SAi. V46lD ro SE PtACED ON ltlP)

NQ1'E; <corc:•rr 8'YlWM QW.rJ OONmACTOR HIS optlON TO USE crJlf1VT STABN.IZ!'D &IND OR 8'ICll'FlLL - mt:cr BACKFILL Mll1'£Rl41.

ii. FOR Ill" ABOW PIPC 10 S' B£1.0W llOrrrMI OF' lftMD l!WJE: f!IAC/(F'/LL SHAU. B£ SELrcT "41Dl:ML FROM £!i'C4Kll'IQ\I OR TO BE l/JAPORrE1J 1Mm1'141. IN c/lHCR CASE, AU. M41l'19W. SHUL utF:T 7'H£' RUOlllM'I:

U4' Pl B•llQ NO Cl.I.MIPS > 2· mt llOISTIJRC 0 TO +J1f COMPACT 9!Jlt 089111 S1D Jf'ROCTf!R

LOOSE LIFTS OF' 10" AMII' OF/ IF SELE.CT !"41'£/iW F1IOll EXCIMUION 00£$ Nor wrr llEQIJlllnl£NI', THEN IJS£ CEMENT S'fASf!IZED SNID SE£' TAll/.E' 2-lrtM 6 snow {oR PF:R DaJGN lfNGINCl't)

!I. FOR S' Bil.OW BOTTOM OF ROAD l!MS£ TO BOTTOll OF' RON) l!WJE:

$4NQ ~n.1117QN: •eeAA

'"' /10 /'10

tr°°

M-100 40-100 2.5-100 10-20 NP-10

(OR AS Pm 0£'$/fJN £NIJINE'£'R)

COllJ'IC1' 7tl IWf OF' Off8. llOIS!VR£' 10 B£ .AOJUSTfD TO ( •/•211) OF' O!'TM.111.

CONSULTANT'S SHEET Mo.

I:!! <( c

' ;::;,

~I

~ "' :::> ..... )- )- () 0

I () () a::: N ::::;: ::::;:

t!i .. :::> 0 .. LU 0 < .. LU

~ z :><: <:.!> () ~ < U) LU

a::: LU :c < 0 0 () 0

" .n 'O .~

'O 0

E

I/I l!ltVJj

SIJllY UNE: SHUL "6001 N.t'J.+,

··---LI ~!==.=====:i ,,; .• "' .....

I. NrtrHING LESS IH'IT 20' ltll.L Br DUC'f/1.£ IRON LOCK£() TO fHE 1441.W!. 11. NrtrHING llOllC 7IWI 20' SHALL RtOUlRE C0NCRrn: 7HRcm' IJJ.OCI( fJ£HIND

HYDRANT AIJAINST lhdJISTIJRlil£0 SQll.,

F'J'IE HYDRANT A88Blf61.YDETMI. (Trhi 'Q NaT TD SCALE

llP!ll!:R WIN (St:H#ID ~

FtAct 2' " 2' " 6" CONCRi:TC BLOClt

a• Giil!: IMl. l'C (111.J.)

f'ltlB" Q.t. SOLID SIW1IEl. NIPPtf

I/I NrJW I. NMHING tESS IHAf 20' IWLL B£ OUC11l.E' IRON LOCI(£() ID THE W4LW. 2. AN'fTH1NG lilORE' 1HAN 20' SHAU REQUIR£ CONCRE'11: 1HRUST SLOCK

BEHIND HYl1IWfT AQlllNST UNDJSt'IA/BrO SOii..

NOT TO SCALE

B 1/2" f7R£ MWANtt; t. OllAllWJ£ B£O SIMl.L CONSIST OF' CRllSHEO STONE OR

OlJNfS£ GIMiin W/ clWfSE' $4NO, lllN. WIWillE' 1 CU. n., tllWN BED SH4l.l. Dt1!HD A MIN. ti" ABOW DRAIN OVIUI:.

/I. ALL Fifi£ H'trNWf1" FITl1lllGS Sl!W.L BE LOClrDJ TO«THER 61'

1/4" R

·"' 1 1/4"

I' 1 I/I"

11 1/4"

~~ - ,.;.--

·1 .. LOCK.INtl RCTAINER GWIDS.

..J. F1ll£ Hl'l1RANT ID l1C ~ Al'INN5'f F'IRll SOIL AS SHOWN. of. AU HYDl'llWl'S IHill.L IJ£ INSTALLED B!M !I. IM(JC NOZZl.E' fAC£S Ra10. UNl.£SS O'fHl:RWISE NOTE'O.

ROTA11: 84RRJ!l. AS REQ/JIREO.

6. H'HJRNir SHOUW NOT BE: SEr CWS£R 'tHAN 4' TO QBS'fRllC'l10NS THAT N1£ .IN LINE W/'ffl NOr;tU.

7. FIRE HYDRANT SIW.L l1C SET Ill MANIJFACMER'S BIJRf' I.IN£' AT PROPO$£D/£111$11Nt; aiMD£ PW$ I~

f. MJ 1Ap$ Ml" W M" MM( QN FR Hm9WT lEMJ

' h

6"

. ' .:; ~.

-: it

•• -..

YAl.W J!IOXllETNI. llPAYEIENT

1/2"1 ' ~/,'J ~ I

l1.12" v I . 6" irA- . J_j) 1/2" 1 1/4" R

• s :!

r '· ., :::l·

• I ':·.~·-~

°' ' ~-• .... ' .

• -~ OQ

• ...

20"' IMN.

1 1/4" 1· 'I ·1

... \1:::.:~;

<n

CAST IRON

10 1/4" 1.0.

FOR 6" DIA. - If" fOR B" IJl4,- 2.1 I/I" fOR IO'b.M. - Z1 JIB" FDR Ill" D"4.- .10 J/i"

Ml+--~ - _ _,__

YMYI llOX llTAR. II NATV&U, tNIOVKll

NOT TO SCALE AU llMl.11£5 SHN.L BE HOl.ISrD IN APPRO'IED 1<141.'1£ BICLU'S

...

,,,

;L

J/i"

PR:KNOMH

. . .,,. • o · .,.·. . . o ., . , .. · a·, , , • · · , 9 " , ... · . o ·· . . "\' · ·,. .i .... · • t.i ·, ~ · • c ·, .. · , Q ,

• • .,· • ''" •,,' • •, ~ /I..; '1 '· •, 'I'" 11 .. ''ii •, • t> ... .,•Cl'•',' !> , '.i··"·' 0'· • ,,· •,' 0 0.,•.,,'. 't 'ill '" '•', • 't ·• 'II", '9 • .. 'J;-0 ..... ~.. QJ'i' ., .... ,. ~ ........... ·''·""·.

i;i , tJ , • , C1JR8 .M1tJ (;lJT1FR o " , ' , · .. 11.,, •· j..• IP '• c:i •, , · • c;i • , Q ·, ,

'°'"· .... .,.· · .. 'o·,·" . .,. · · .. >Ci'· •••• o .,•. '• '_. o· t"·•'" · • •11" ·• • .. · 0 ... ·~ · .. · .... "' .; ... •• , ... , .,, , ....... , , 4 , ... .., , .,.,, , .,, ,,;·J>·i!'."''~ ... 4 ... •·,io••'"'.' . ., , ',, .. • .o'"' ',•

.... .,' ~ ' . "'•, ' ", .,; " ' ' . '• ........ ,lo ..... ' "' ~ II . .... " ...... ~ · ..... !,I".,,".,'$''·~ ..... .:; 11:1<" ... .','f · ..... ,,. 11 .... ·.11 ·Q,, .. ·." ·~.

6'lr!B" 0.L SIOI.(/) SIWVEL Nll'Ff..E' ----...

, .. ~"' IMl.11!'~--

11" 9f1' 111. BCND (SW ., Sll!•J------

D.I. M.J. 71:T W/ 6" BIWICH . l .. ' . Q ' • .,.., Q '• ..... ' ti ' < .. ,. ' ' 0 '· . . ... ' . Q '· ' ' ... ' • 0 " ')"•I)'., I< <l D' ~ t.o~·· "°'~' ., ~·~· 'I'"

~ ... , ··"·11 "',· •• . ., ·., • .,, Cl .i. ·.··"'··~···~ ,· ..... ,,,···.i. • Q. • 0 '· ' • Q •. . ., Q '. . ., 0 '· • ' '· ¢"

o ·- , ",,; ."" " c " . ~ . .,· ~ ·" a ·. '. ",,,,; . ., 'ci' •, o · 4 • ~ · ~ · o ·. , ~,.; ·' ·,,. ' O ·· , •\ ... : .~ "'.,.;,..-' '¢·.'.."" .... ','"' 'Q ..... ·• .. -'.". o..... " . .:~ 'Q"·· "' . ..:~ Q··

• <I '1' .O• • " • ~ .o ' _,, ' ~l:'\MJl.t-16' <> ' ' ' 'G'·" ,' ·, "·" ' .. ' .. ~.,; ·' .. · ',.·."~.· ;.. .,: , .. _.:"', . , , ·.• ......,.."""""n ... ~ - Q ·, ' l .,.•. ' "'·.• ' ; ,,'• ' 0 '• I .. •. ' .. '!I ~ • ~ ' !> 4 ' I!- " .... " • '!> .. ~ ,·· .. :•, • !> ~ ... " t

!> • 'A. . ' ... . ,· • ·.. . ., ... ~ . " • ' ·~ ' .!! "' ' • .. .. ' • ' • ' (I . • o'·: , .. , ., Q.,, ·~ ... Q", , <:>

•. :.~· ·.":,.,;o"'.,: ·.~.I'-:,;,~··,~.,:~;~.'·,~ ..... ~.~· ~.,.; .!> , ","" ~ ~· • "., .. • .P , A, 4 · G" ".,.>'I' 0

4 ,.' Q., ~ ,..: t

••. ,. "· . "'I> .... · ...... ~.~·· .. , .. , ',;i ••• ~.~··.· ......... ~. '4 ~.· •• • ..... ~ · .. '?,' ' . . . • ,• ' ' ' . "'." ' ' '•"' ' ' ,' . ··"' ' A

'•; " g• J ~· •, : : •;• .. 6 ~ ~· '• ' : .,~, ' II -: ;·

d 0". '·~ .. "'\ '~ ......... ' .. · .... 'Q .• ··,":'

, t:;i~' I'- >ti '7 ~· ",,..: .';l • "', " ~ ~·. "' •. •i .r . ".

'~ ,.; , .. ·' '.o,,",<>,' "''.,~.~· '.'R::·,"':, '"• ~ ~'' '_., ' .. ·. '. · .... ' ~ • ~ .. ' . : .... ' • Q ' : .. -.• ' Q "

••• o' .,··.Q • . ,: , • .. " .. ~ ..... · .t. ~·. ·., ... , ",,.;.fl' ' . 0. ' ¢"

. ~ .... :.~ . " ... e ... ",,,,.·.• ~ .:i" .o: • ... p

o ·· _ .... · ." , a·. '. .• · .·." . ..; .'. '. .·.".o.· ,:· : .,· ...... · ,' .. .., ' ' ~. ,,; '

- --PROFf3fl'f-- WE ~__,/

R.RE HY.DJ'IAN1" AllllElll.Y .DJ!TAM (HM 2j NOT TO SCAl£

NOT TO SCALE

U.D.DETNI. NOT TO SCl\LE

CONSULTANT S SHEET No.

~ >-

; (.) ::;

.. ~ <( a:: 0

(NP.}

~ SH£fT of RfCORD Df4.tMNG NO.

ii

! arr PfltJJ£C1' I

0!2016 by Urban Engineering

>-(.) ::;

Ci UJ z (.')

175 UJ 0

"' :! < I-w 0

ffi I-< 3:

(j z -0: w w z la

~~

:::> (.) a::

0 UJ :,.:: (.) UJ :c (.)

>-it ~ U)

~

..J <C .....

~ U)

B

SHEET

13 OF ..2.4 JOB NO.

43002.85.00

"' ~ 0 N

0 :::> <(

~ <( 0

(/) < x ~

• i= (/)

Ct: :I: (.)

(/) ::::> a. 0::: 0 (.)