WEST PARK RDWY SANITARY SEWER REPLACEMENT

FOR CITY OF COOS BAY

CIVIL \VEST PROJECT NO. 1201-58 i\1L·\Y 2016

OWNER/DEVELOPER II ".f ':fj!J }" '~-,,:..p: ~ f . ~, . ' I I I .J.....-'1/,. n 0 s B A~-~ I m ~j-

~ (; l" ~ j ~ CITYOF COOSBAY 11. ;.,·:··w , ~:r·-_..._~- -.... :;.J II lr ~ ~I ~ ~ COOS COUNTY : , ,, .1.. ....1; li'ROJECT · , · ~

0

541-269-8912 . ~ '~- ( .4'1: ~L... LOCATION ~ ~- :c: I ~ i .c::: . V)g u ~~

~ ~ l rw.•otShwts ...

Sht-et NtnbH $r.et Tile j J-UJ

· - ~ r---LOC.r\ TION "NL-\P 1•- C ENfRAl.SHEETS ~ ~ NOT TO SO..( I GO COVER ~ i! c:(

G1 LEGE~iO ~ ~ DESIGN ENGINEER l """""' WASHINGTON CIVII.SHEETS t- ~ ~

~' CO OVERAll MAP _ !! 0)

CIVIL WEST ENGINEERING "' ~ :::::;..--- --"<''.rrN Cl ot:MOUTIOHANOEJtCAVATlOO ~ i;

J SERVICES, INC. J C2 P\AHAIIDPROFli.E i ! 486 'E' STREET CJ G"""""'PW< ii ~ COOS BAY, OR. 97420 9 541 -266-8601 - - . SECTIONVIEV/S - C>:

~ WWW.ciViiWeSt.COm St ·r SECTK:INVfEWS - STA0.2'STHRU1oOO ~ I 52 SECTION VIEWS . STA 1• ::!5 THRU 2<-00 ~ I DETAILS >- fi:

<( <( ,_

~ 01 TVP1CA1. TRENCH & STREET CUT 0£TAil$ aJ ~ C: ai ~ - "' Zz l i 02 TYPK:AlL.ATEfW.&MANHOLE~EAOJUSTl.IE:NT 8 a ~ ~ ~ ; 03 TYPtCAUtOAOCROSS SECTICHI ~ ~ ~ ';i Q

- """'' o8 o...J 0 ~ ..ur.cQ)N o.t TYACALCATCH BASlH OETAtl ~ 0 0:: fu l - 0<:<>: A u ~ - ~ ~ ,_

l ~ ~ II VICI~I~VIAP I il @@ ~ J MAY 2016

i A l

I j ! l I ~ • i !

i ~· 0

5 ~ ~

GENERAL NOTES

OAEOOU lAW REQUIRES YOU TO FOUON Tlif RULES AOOPT£0 8Y THE OREOOH UT1LJT'Y tiOTlACAnott CEtfl"ER. THOSE AULESAAE SET FOAnt 1H OAR D£'.00l.QOIOTHROUGH Z2-CI:J1.«JSSAHOORS 7S1.St2 THROUGH OR$ 7'57.5152ANOORS 1!7JKD. YOU MAY 08TAIH CXlAES Of ThE RUlES FROM THE C£HTEA BYCAWNO (50312ot6-1111!7,

nE CONTRACTOR SHAll COKTACT 'OHE CALL' FOR UllUTY L<XATES PRICIR TO EXCAVAllON. (1~2344}

THE EXlSTliiG IJTli.ITYCROSSIUGS Of THf ~PfUNES ARE SHOY.'NACCOADtllG TO AVAILABlE lllFORMATIOft THE COtlTRACTOR SHALL VERIFYTUE LOCAnOfl AIIO ELEVATlOUOF ALL THE UllUTYCROSSIUGS ALONG THE LEUGTH OF THE PIPEUNES AS SPEctAEO. PlOOUARAtiTEE IS MADE THAT ALL Of THE EXtsTiflG VT1UT1ES ARE SHO.".fl. THE COUfRACTOR SHAll EXERCISE CAUTK>tl 'MiEN EXCAVATING AtlO PROTECT All EXISlltlG unuTIES FROU Q.IJ.lAGE

OURJUG HIS OPERATIONS.

OVERHEAOELECTIUCALOISTRIOUTION SYSTEMS IJIE tlOT SPECIFICALLY lllDtCATEDONTHE ORAY.UlGS BUT DO EXIST ALONG THE PIPEUNE ROUTES.

EXISTING WATER UffiRS BOXES AtlOVAlVES ARE ,OT SPECIFlCAU.Y !UotCATEDOtl THE DAA'MNGS BUT UAY EXIST ALOPKJ THE PIPEliNE ROIJT£5, COtlTRACTOR SHALL LOCATE PRIOR TO THf STAAT OF COtiSTRUCTION,

THE LOCA'TlOtl AND DEPTH SHO'o'JNOO TliESE DRA\'dNGS FOR THE EXlSTlHG UT1l1Tl£S ARE APPROXU».TE OtiL'r' AHO BASED ON M BUI..T CRAV'.'lHGS, VIJ..VE LOCATJ()ri$ANOOTHER INFORI.lATlOH. THERE ARE NO TRACER VAAES FOR LOCAT\NG THE J.V.JOR.rl'Y OF EXJSTNOWAT£RUNES OR ununE.s.

TH:E. PIP£UNE PROfllES HAVE BEEN IAARKEOTO INDICATE THE REQUIRED BACI<FI..L ClASSES (A. B. L E)SE.f TECHNJCAL. SPECIACATlON FOR SPECIAC BACKF1l.L lolATERIAl REOVIREUfNTS.

'MiEN NORECORDVIASAVAitABlE TO INCICAT£ THE EL.EVAT10t4 OF All EXISilNO liTll.ITY A M.IIIIUUMCOVER OF XWtiCHES WAS ASSUMED. THE COUTRACTOR SHAll EXERCISE CAunotl \"Mb..E EXCAVAnt#G NEAR THESE ESTUAATEO unUT'r' LOCATlOtiS Y-Mk:H ARE IUOICATf.OOU THE PROALE ORAV.1t~.

ALL MATERIALS AND WORIO.WI SHIP SHALL CONFORM TO THE PROJECT DESIGN SPECIFICATlONS At~O ORAV..1NGS. lliESf ORA'w\UjGS SHAU BE COORDINATED AND USED 111 COtUUtiCilOI'I WTH THE TECHNICAL SPECIFlCATtOtiS AIID APPROVED :lUOMITTALS.

CONSTRUCTKm PERMITS AS REQUIRED FROM CITY OF COOS BAY TO '.\OAK 'MTHitl llif RKlHT -OF-WAY SHALL BE OBTAINED BY THE COtiTRACTOR PRtoA TO THE START OF CONSTAUCT10tl.

NO ST~NGAREA lS PROY$0ED BY THE 0'.'\flER. IF STAGitiG AREA IS REQUIRED, IT SHALL 8E THE RESPOttsiBIUTY Of THE CONTRACTOR TOCOOAO&NATE.

GENERAL ABBREVIATIONS

AC PA~NEtiT MJ MECHANJCAL JOINT

""' BUTTERFlY VALVE llG NATURAL GAS BLDG. BUTlOitlO

Of' OVERFLOW CB CATCH BASIN CPlG COUPLING PEO PECESTA.L CTR CEUTER PYC POlY VINYl CttlORIOE PIPE cw CfTYWAT£R {POTAOLE) cv. .. CITY WATER {PION POTABLE) RON RIGHT OF WAY

RS RAWSEWACE 0 OIWil .,., RAW WATER

"' DUCnlE IROII ""'·" REClAII.IEDV.'ATER

EXISrG EXISTliiG SD STORM DRAIN SP.Y SPru.WAY

"" AREHYDfWIT $$ SAUfTARY SEV.f:R Fl. R.O'M.JNE STA STAT10tl R.G F'lAHGE ~·t SIOEVIAll<

'"' FORCE MAIN TO TANKORAitl

GV GATE VALVE TRANS. TRAKSrTION TYP TYPICAl

HOD HORIZOUTAL OIRECTIOfiAL ORIUi tlQ HOPE HtGH DENSITY POl YErnYl.ENE PIPE v VENT HI'C HYPOCHLORITE VAC VACUUM HS HARVESTED SlUOOf VC VEtiT (C.IEIJICAL) HSG HIGH PRESSURE SLUOOE OAS

IW WATER METER MH """HOlE IW WATERVAI.Vf

EXISTING FEATURE LEGEND

SYMBOL LEGEND

SANITARY S£\\1:.R ,._..._ TELfPHONE PEDESTAL m IWIHOl£

STORM /-~. WJLBOX ORAU4LLVIttOL.E

CATCH BASIN ,...,

AIR RELEASE VAlVE •·----· WATr:RVAt.Vf ""' DlCWOf'FVAlVE .. ~., WATER METER ~··i) PROF1LE SERVICE - SER -

lATERALCROSSUIO

ARE HYDRAIIT ,_ --- PROFlLE TElEPHONE - TEl -.. UtlE CROSSING

CIU.NOVT c~ PROFILE ElECTRtcA.l. - ELE-UtlE CROSSUIG

P0,0.1:.R POLE -o- PROFllE WATERUtlf -\'/TR-CROSSING

GUYAtlCHOA E- 0 TREEJSHRUB

POWf.R PEDEST A1. [gJ &

STRfET:itGN c~ SURVEY MARKER

LINETYPE LEGEND

WATERUNE

STORM DRAIH

SAmTARY SEWER

ELfCTRk:AL

0/ER HEAD UNE

TELEPHONE UNE

TREEWIE rv-YY'YYY"'\ EDGE OF PAVEI.IEtlT

RIGKTOFWAY

COHTOURS

HATCH LEGEND

CONCRET"E

PAVE.Ir.\E!JT

ORAIIULAR MATERIALS SUCH AS CRUSHED ROCK OR GRAVEl

HATlJRAl GROUND

~'.UlAN OS

IIUI.OI:IG

BROKEN OR OOBBl.£0 PAVEMENT

230---

NEW FEATURE LEGEND

SYMBOL LEGEND

SANfTARY S~R ® TEE.<:ROS.S FTTTlHG o-I-!J I.WIHOlf

ELB<mFITTl>lG h, STORM @ DRAIN WJ'UtOL£ REDUCER RTTUIG 1>3

CATCH BA.SUI IJ] MECHANtC.AL.JOINT

10B ADAPTER WATER VALVE

@]----AIR RElEASE VALVE:

WATER METER 0-(~)-@-- - -BlOHOFFVALVE

FIRE HYOFWIT {}J-0! + MAIU!OX

CLEANOUT cg__ ANCHOAWAU. D

LINETYPE LEGEND

WATER UflE

STORM DRAm

SAHtTARY SEWER

ELECTRICAL

OVER HEAD UUE

TEI.£PHONE LINE

CONTOURS

---·-···---------- ----·- .. -. ... ... .. _ .. _ .. __ _ _ .. _, _ _._,_ .. _ .. _

--- 230----

HIITCH LEGEND

COtlCRETE

PA~MEtiT

GRAtiULAR l.lATERIAl.S SUCH AS CRUSHED ROCK OR GRAVEl ~

~~ GRIIOING LEGEND

Cl1T OR All SLOPE-ARROWS POUlT OOY.'U SLOPE

GRADING SLOPE 2 HORIZONTAL I V!.RTlCAL

EXJSilOO GRACE SPOT ElfVATlOH

Ft-:tSH GRADE SPOT EL.EVAllON

I I I , ;1

~210.0

~

~ ~

~ I !il ~

I ~ ~ <5

~ .. u §

~

i I :U V)

<: ~ "( ~ ..J

tiL ~ 1- ~ ~ ~ 0')

~ . i J

I <r

~ w V>

>- >-"'>--<(

~; I :;: ~ Zz 0 8 5 <::;: z

V> w w l) 0 ~l) 0

"- U)

~ 0 8 o5 i': 0

<r a. w ~<r u a:: <( a. f--V> w :!:

@l] MAY2'ii'1G

Oltl61.10t'loe.lQ 'Altij st:1CY.> litaJl$ 3 99\"

dVY'I TlV~O

lN3NW3:JVld3<l <J3M3S A<JVliNVS AMO<l >I<JVd 1S3M

AlNnO::>SOO::>

Q_

~ z+ 0:: w 6

i ~

i a ! l I ~ ii 1 ! ~

l ~ 2

-........_'-...

I I I I I I I I \

SHEET NOf£5 1. SEY.'ER MLr.>T REMAJN Ill SERVICE OURHIDCOUSTRUCllON. 6YPP>SS PUIJP AS REaD TO MAUITAI~I SERVlCE. '2. EXISnNG SOIL IJAY BE Utl STABLE. USE SHORitiO FOR TRE.UCH WAllS o6.S NECESSARY 3, WATER UUST REMAIN Ill SERVICE OURitiO CONSTRUCTION, PROTECT PIPES, FJTlltiGS, VALVES, ETC. IN PlACE • . COUTRACTOR SHAll. POTHOlE lOCATE UTIUTIES PRIOR TO COUSTRVCTlON. 5. COtiTRACTOR TO CONARU lltVf.RT ElEVATIONS PRIOR TO ORDERING MATERIALS. a. COUTRACTOR SHAL.L RfCOtiNECT EXJSTitKllAT£R.\LS TO THE tlfW MAiN UNE.

/" / //

,..- r I I

I

@ DEMOLITION AND EXCAVATION C1 ··/.

PLAN SCfi LE

'ko-.-LJ.-3 I 1"- 10'

./

//

I / , I

/ /" I

I

- - __..-

jEXP!RATI DNOATE 0013011!1

E

l I

filliP "' ~ w !J)

>->- a:,_ <( <Cz ID ~ t:w !J) z Zz 8 5 <(::<

Vlw u 0

~5 ~ 8 oa. >- 0 "'w f-"""' u "' <( a. f-!J)

~

§ - -;j u H

1<1

~

-! !t ~ ~

~ > <( () X w 0 z <(

z

~ ~

I !I M AY 201 6 ~ L_----------------------------------------------------------------------------------------------~~~~~--

f l

i ! ! ~ I ~ • i

SHfET tK:ITES'

;·, ~~~~ '!._~~;;:;;::::.~~~~=~r;~~:.C"::':~~~~~~::~~o IMIIITAIII sERVICE. @ PLAN STA STA 0+35 TO 2+44 3. WATER UUST REMAIN 114 SERVICEOURIUGCONSTRUCTlON, PROTECT PIPES, FTmNGS, VALV£S, tTC.IN PlACE C2 PLAN SCALE 4, COtiTRACTOR SHALl POTHOlE LOCATE UTlLITIES PRIORTOCOtlSTRVCTlOU.

!: ~~~~~~~~~~~~~TA~4~E~;~~~~~~~~o:o~:~~~~,I!I~~r~E. ~ '~===f 7. ALL EXISTING ununES TO OE PROTECTED ltl PI..ACE UNLESS INOICATEO OTHER'MSE ON THE PlANS OR --~

SPECIFJCATiotlS. I - 0

--- _CLASS_'"&:BACI<Fitl ___ --- -------~==--=--=-==-. =----=----= =

100-r- - --- ------------l-- . -----------

T -------------- ---------------------------------------------RIU 8 1.M

INV triN (N): n .76 trN 4" 1N (SWr 78.5G INV 6" 114 (NE) 73.96

.z I I I I

90T-s~:~~~2;~~~~ \

ltNITOUT(SE) n.M

1 l

AFTER Pl.ACEUEtiT~ NEW SANITARY SE'o'w'ER UNE IS COMPlETE · courAACTOR SHALL REMOVE REIMINING BROKEN Atm FRAC'T\JREO M:. PAvtMWT THROUGH SLIDE AREAM40 REPLACE VJIGRAVEL SURFAONG TO tMTCH REMAININOAC SURFM:.E Utffil ROM:J.NAY RECONSTRUCllON CAU TAKE PLACE

EX MH27AC-1l STA: 2•44, 13' RT(t)

RIM P7.17 INV12"114{N'Nj lit t.47

NEW 1TJ03.tPVC, l-115Jil, S•&S7~ -----------~-- UN trOUTtS)· 91.27 --------------- - • - 0

SOCIIOSSIIIO STA.~39. lHV IT' 7G.9 VERIFY DEPTH PROTECT IN PlACE

I I I I I I I

--------i---------------------------t------------------------~-1 I I I I I I I I

60 ~0 0+00 12\1+00 PROFILE STA STA 0+35 TO 2+44 2+00 2+60

SCALE HORZ 1·-20 V!RT1".Z

"' ~ w <f)

>-"' <(>-

~ ... z z~

" <'j ~ 0 u "' ~ u 8 o:5

>- u "'a. >- ,., w (3 a:"'

<( a. >-<f) w ;;::

!il ~

-! ~ ~ "'.3 ;~

~ 0 ~

~

' \.. ./

""'-

/""-.' )

I I

I I \ \ I

---- I

I / fl < b /l / / I i I I I II ' \ \ \ \ \ ' '- L y - - - --- I _./ / / l~__j

~

I ! ! 1 J ~ • i !

!. ~ •

1"•2C'

-- · - .. 'G PLAN

+7-SHEET OOTES

L SE'MR U USTRE""H Ill SERVICE OURUlGCOilSTRUCTIO!l. BYPASS P\IUP "" REaDTOMAlNTAlllSEIMCE. @ \jKfiUI~ 2. EXJSnNO SOt!... MAY BE UNSTABlE. USE SHORIIIG FOR TRENCH WAU.S AS NECESSARY

~ ~~~~~~~t~rs~~~:~~:~~~o~ar:rc,:=mrmGs.vALves.erc.lriPLACE C3 PLA'I sc:.LE S. COHTRACTORTOc:oNARU IHVERTElfVATJOflSPRJOR TOOROERitK;NATERIAIA I( 0 '" ":' 1 e. <XItfT'RACTOR SUAU. RECOtiN£CT AN'f EXJSTlNGlATERAlS TO THE NE\'Il.tAIH LINE. 7. All EXJSTlHGUllUTIE$ TO Bf. PROTECTED"' PLACE UNlESS INOICATlO ~ER'MSE OH TltE PlANS OR

SPEQRCATlOHS. a. NEW GUAROfWLCONSTRVCTlOH AND lrLA.T£R1Al~OlNG TOOOOT 2015SPECIF1CATlOHS A.HOOOOT

,. _______ STAHOARD DETAil RO&OO •

I

::; ~ I ~ 8 3 u u

::; 8 ~ u

u

"' ~ I :Jl

>-~~ - w Zz <::. "'w

~5 OQ. "' w

"'"' ~ Q. 1-(/)

~

~ ! MAY 2016

~ -i ~ . ~ ~

~]

~ 0

i

1 o+oo.oo 1

llEW ROAD. SHO'MI FOR CLARI~tc.ATION PUPU'O!eSONLY;-AC'NAl Fll!t ll)'.l COOOfTIONS MAY VARY

. -M ~ -~ -~ ~~ ~ tn ~ ~ 4~ ~ M ~

PLAN SCALE

1 0+50.00 1

1(1 ~020 00

~-- I 1"•20'

'

I ·~ r "i

II "r------1 ! ~ ~

T VCCROONO ~ NfWRo.t.O,SHOWNFOR

--....,.---,L~----'i'CWt~IACAnoNPURPOSESONLY, I § 7 ACTIJ~IIAYITAAY

ci ~ ~ 0 -f m usejt.tOOTH KET ~ T~ EXCAVATE ACE a)

~------+---+---i~WABN 00~~ W ____ _ COOROINAiE 'lATH GSI 4 UMrTS : OF EXCA\It'il0t4 AND ~EilCHINO

f ~ ;; i j

I ~· I .,.,. L--~---~--~--+.-----~-~~-~~-~~-~~--;~--;---;--~ " I .• --- "- M ..

0 2 ~ . . ~

,

,

,

,

,

,

., ..,

1 0+25.00 1

NEW ROAD. StiONN FOR ClARIACATION PURPOSeS ONlY,

8 r~OOOOI~ ACTUAL F1ELOCOP<OfT10NS MAY VARY

0 '?

~

\USE SMOOTH BUCKET ~ 0

I ~ M TO EXCAVATE FAC£ s;: ~

~fEWRETAlNII.fGWAll!. -~ "' <0 :rE 'M1li est ON UUIT$ OF EXCAVATlON AUO BfNC~

I PROPOS OUIIITSC f.XCAVATlOU ~

I I

I

I I "

[ 0+75.00]

~~.:---~,~---~~~-~---~-~--~----~-----~ .. ----~----~=--~-=--~-=--~~-~ .

-"

" I

>-<{

~

3 ~ u

~ ~ § 8 lL "' 0 8 ~ 0

u

~

I i ~

i!' ~

1

l I

ll <>:

~ w U)

>-a::._ <>:z !::w Zz <>: ::; UJW

~(.) oS n::O. w ><a:: <>: ct .... U)

I ~

©ll

:;:: ~

- ~ t 0

D;i ;~

l­UI U)

<:

~ ~ It) 0>

8 ;!: :::> oc j!: I()

"' + 0

g I

(/)

~ > z 0 F ()

!)!

MAY2'01'G

i l

i a ~ l J ~ ii i !

11+00.00 1

~.~.--~--~--~-~-~--~-~--~ .. --~-~-~-~-_j .. L_-~ .. ~-_jffl~-~~---J.

11+50.00 1

EXGROUIID

PI AI'~· SCAt '

;..s-t-;;u i ··· n

NEwROAO, SHC:IVYll FOR CLARIACATlOH PURPOSES ONlY. ACTUAL FlELD COHCC'TlOHS MAY VARY

;::;>

riEW RETAINING WALL. COOROIUATE V-.1TH GSI OU WAtTS

/ CE F XCAVATJQN.ANI1BENCH1!11

0 0 0 ci

0 0 0 ci

11+25.00 1

tlEW R<W>, SHCNJtl FOR ClARIFICATlON PURPOSES ONLY, 1----:8 -·---·- --ACTUAl AElDCOtUXTlOH&W.V-VAAV-------j

~ NEWRETAIHIHOWAI.L ccx::IACINATE V.1"f'H C$1 Otf UMIT'C Of EXCAVATJOr; AND BftiCHINO

0 0 0 0

8

-·~1" 1 ~ - ~ . UJ

~ ~

~~~ I U ~.7---:~-~;--~.---J..--~--~~-~---b---b--~--------J .. .. - - .. -

~

I lil ~

i ~ ~~

i~

~ .... I UJ

'II II n (J)

:c: <:t ...J

~~I

11+7s.oo 1 Q.

~ It)

• ;.; I 0)

~ ;: I

I 1 EXOROO=~ ~ tiEWROAO.SiiO'M-l FOR

CLARIFtcAnor; PURPOSES ONLY,

, ACTUAl FIELD COOOOK>NS MAY VARY I• :; l

0

/ 0 0

'? ci 0 ,

I I ~ I•

I

, I•

I I I I

'

a: 8 ~ +

"' w

~ (J)

>- >-<l: ~~ 10

~ ~ N t::w :t Z z 0 :> <1::::;; < 0 0 (J)w b; (,) 0

~(,) u.. "' 0 8 o:5 tn >- 0 a:Cl. :;= w .... "'"' w u a: >

I I I

' ~ .... (J)

I . . ~ -~========~~~~~~=:=:====:1--------------------------------U-~~-~ I !

.. .. - - .. .. - - .. ·- '" " " ~ ~

®~ ~ ~ . . - . . . ~ . ~ . . . ~ .

f 1 l

I ~ ~ 1 I ~ • f .! ;;

8~ TOPSOIL OR AS DIRECTED

36~ TYP•

L ·o·

11\ \E7

6. M~ CRAVCL SURrAONC AT EXIST. CRAVEl AR[AS THICK[R If" RCO'D TO !of A TCH txrsnNC OiiCKNESS.

TYPICAL TRENCH DETAIL NOT TO SCALE

OErA!l NOTtS:

WARN!NC TAP( 15-18. F'ROM SURF' AC£

n NAL SAW CUT TO BE N AO£ .AJST PRIOR TO PLACEMENT Of NEW AC PA"'£U£NTS.

NEW AC PAVOIENTS SHAll 8( Pl.AC(O TO A VlNlUUI.I TlilO<..:ESS Of' <t~MO Str IN 2-2· urrs. OR THE TH:O<~ESS r:Y RCir.IO"'£0 PAvEMENT .,~OfEvt"..R IS ~EATER. UI\"'..!SS O'R£CTED OTH[R'MSL COMPACI AS SPt:On£:0.

2 D1

PIP( OCOONC MA TtRIA.l.

ASPHALT STREET CUT DETAIL NOT TO SCAl.(

~ £

~ I ~ :;

~ I f " u .;!

~

~I ~

lJ 1-

.IIIII UJ

I (/)

~ <: <:(

~ -.1

1 Cl. - ~

II') 0)

§

l I

I 1 ~

et:

ffi ~ w 0 (/) !3 >-

~ ~ ~ u

::; ~ !::w tu Z z w

8 5 <( ::< g: "' w u u

~~ en

u.. "' + 0 8 Cl ll. :I: >- u "'w u .. u i:' "' z

it ~ .. ..J (/) <(

~ ~ @1]

2016 ~L_ ______ _______._._J ~MAY ~ • ~ ; § ii

t ! l E

I ! ! l I ~ 2 i j

" ! ~ ~

(A\ \W

rcnuco courlilc

EXISmlG LA'rERAL

t5"ASTIA~PVC SEWER PIPE (SOO (TYP)

WHEN NEW LATERAL IS CONNECTED TO MAIN AND EXISTING STUB-OUT EXIST, EXPOSE AND CONNECT IN PRESENCE OF CITY REPRESENTATIVE. USE FERNCO COUPLING ROTA TEO SO WORDtNO IS VI SIDLE FROM TOP.

TYP. LATERAL DETAIL

.,.---

a I \ A I \ A

L t, ) _j

/ ....... ___ ,.

(6\ \eY

~

UAltRIASHALLOE DUCTtLE IROU

NON.SHRINK GROUT TOANGLf AIM

MANUFACTIJRER"S !NrTLA.LS, HEAT NULmEA OESIGNAllON & POINTOFOFIIGIU

TYP. MANHOLE FRAME ADJUSTMENT

~

~ I m ~ - . i :~ ·~ ~~ u ~ ~§

~ ~

~ tu

11111 1~ ~ ~ a.. L~ ~

- It)

" ~ 0) ~

i li IJJ "' :::;

~ <(

w IE ~ d

~ ~~ I

ID ~ t::: w ::l:iz (f) Zz ::;W

8 ~~ +~ ~~ ~~ ..J ~ 0 8 0 ~0 I: o cr::; ~<( u ~"' ~

a. ..J )- <( (/) u ~ ~

~ L------------------------------------------------------------------------------------------------------------~------~~·~~·~,A~T~~~ ~

[Q)~ 2D1G

f A t

I ! ! l i ~ • i

~~~~~~~~ --------------------------------------------~ l'a.Uu ------

•a ------------------+---------------------------- •a --------------------c

SHEET NOTE(S)

HMACWEAAlHO SURFACE. I" THICK

utiOISTUABEOBASE MATERIAl.

1. UWTS ($- COilSTRUCTlOtiTACKCOAT EDGES AT JOIHT. SfAL SURFACE OVER JOIN'T'MlliTACKAUOSAHD, :!. EXISTlNO WG IJTLrtlESAS SHQMI Otl Pl.AUS ARE R)R CLAAIACATION ONlY. CONTRACTOR SHALL COtlTACT"ONE CAll" FOR VTIUTY

LOCATU PRK>R TO STAAT Of' COtiSTRUCTlOH. 3. EX.ISTIHG MAilBOXES AUOAU.OTHER l/TlUTIES AlONGWPARK OR ARE IU CLOSE PROXIMITY. PROTECT IN PlACE OR REP.AJR TO

PRE.cc:JNSTRI..ICTtOtl COtiOITION IF OISTURBEOOURIUG COtiSTRIJCTJON 4. COHTRACTOR SHAlL MATCH EXlSTl!IG STRIPWG LAYOUT. UNLESS OIRECTEOOTHERWSE. 5. ()lllER PAVEMENT w.RKU~ SUCH AS STOP BARS. CROSS WAI.K$ ETC. MAY tiOT Of SPECIACAU. Y SHOMI Otl THE PU.IIS AND NAY EX&ST

ALOUG ROADNAY ROUTt. AU OtSTURBEO PAVEUENT MAAI<JNOS IUClUOIHG CEUTERUNE STRIPING, CROSS\'VAL.K$. STOP BARS AND FOGUtiES SHALL BE REP\AC£0 8Y COUTRAC'TOR UNlESS OIRECTEOOTMER"v\Uf.

6. CONTRACTOR TO PRCMDE A ClEAU TRAH5rT10U BETWEEN NEW ll.IPRO'IEMENTS AND EXISTING SITE SURFACES. CONTRACTOR SHALL PAY SPECIAl. ATTENTlON THIS TRANsmotl AT CROSS STREETS AfiD DRrvEWAVS.

7. AU CROSS STREETS AND CRMWAYSAAE ICENTinEO ATlliE APPROXJUATf CENTERUHE STATION Of TliE INTEASECTlON 'MTH W PARK OR. THE ACTUAL V..10TMOF OfUVEWAYS AND CROSS STREETS MAYVAAY. COIITRACTOA TO VERIFY IN AELO.

fA\ ~

I" AC PAVEJ.IEUT SETIN2 · TUFTS

SLOPED ROAD CROSS SECTION NOT TO SCALE

~ UEWRETAI.NINO / WAlL. PREPARE

SLOPf. AT 0.51

1. NOUINAl OEPTM Of M: PAVEMEtlT SHAll, 8( I" 2. AC PAVf.M!JlT SHAU &fA Ll:Vfl. 3--1/ZDeNSr: Hlr.CAC 3. CRO$$ SlOPE TO MATCH EXtsTlUO PAVEMENT CROSS

SLOP£ AT SAW:UT LOCATIOHS.

"' ~~~~;/R~R= ~ w I

' •a -1

HMAC WEARIIlG SUR~AC£ .-· THICK

4" AC PAVEMENT SETIN2·2" U FTS

~

~ ~ u

E

i I

!IIII I: &

L~ • il -

fli "' ~ w VJ

~ >-~~

m ~ t: w VJ ~ Zz § 8

<::; "' w

LL <I> ~(.) 0 8 oS ~ 0 "'a. w

s I FOUNOAnotl STA!IaUZATKJtl

~ AS OCRECTED

UPU)t.ST\JRBEOBASE MATERIAl. V'.OV£N SUOOAAOE

t":.l'nTI'.xTil.E

~ ~

-a I D if"' 1f.

1. NONINAl Of.PTH Of N:. PAVI;MftlT SHAU. BE_.. ,_ 2. N:. PAVEMENT SHALL BE A lEVEL 3-112 DENSE HMAC VJ ..__ r...-~ .,,......,-"' -.:Q..MATCM.£X15'flNG.AAVIEMENT~ w

SLOP£ AT SAV.CUT LOCATlON5. $: (ii'\ TYPICAL ROAD CROSS SECTION

~ --@)~ ~

~ J MD .1:01 &

" ~

- ~ $0 ~ ,.;: "' . i~

1-UJ U)

:z: "t -.1 0... ~ It)

"'

z 0 F= &l VJ

fll 0 a: u 0 < 0 a: -' < u i[

~

r A ~

' ! ! l I ~ ;; i !

I ~· ~

B-1 -

......... J

tf1Qr1J .J l_

,.. ........

--B~

TOP VIEW

SECTION A A

VAR!AOLE 18" VN, COVER

SlOPE

W1

1' 8-7/8"

2' 3-3/8"

{NO~~AL PAVEMENT

LOCAl£ BACK Of---- rCURB mAMc 1/2" r~o" CURB FACl OROP BACK OF

~~AlA( AND GRATf 1 • / 7"

(CAST " PLAC[)

SECTION B 3

NOTES 1. CONCRETE SffiENClli S~ALL BE 3300 °51

I sr~~ I ~ ·~g· Jr-~·~/4-J

2. PRECAS• BASE WALLS SHAL. BE A MINIMUM 4 " nuCK. CAST-IN-PLACe OAS[ WALLS SHALL BE 6'" TH ICK.

!D

PLAN

NOTE. USE VERTICAL BEADS IN CORNERS, FILLET lNC.LO JOINT ON BOT OM OF FRAME. GRATE MUST REST FLAT ON FRAME SURFACE.

A ~ l 2 !/l"- !/2" __! .._ vso [ DC( 1\.Af C!l.llt\ i:::.

~··1: .... 1 , l

PlAN

NOTE:-...... 3/8" ROUND DR RECTANGULAR CROSS BARS SHALL BE FILLE" YI[LDCD RCSISTANCC WELDED OR fl fCTROFDqGFQ TO BEARI"C BARS

;;.~

secnoN~B

~~ I 2(_-'0t('-0

1 SECTION A·A'

~ 1 TYPICAL CATCH BASIN DETAIL

.p ~ UJ

f ~ i ~ u l~ , ! 1-

IJJ (/)

~~ 15 1 - ~

In

"'

0::

~ _j

w ffi en

>- 0 >- o::.,_ z <{

~z ~ ~ - w Ui

Zz <{

§ § ()i::: m w I

~5 u ~ 8 00.. ~ r: 0 "'w u

"'"' _j u 0:: <{

ct u 1[ .... r: en w :::

-©~ ~ 0 4 NOT TO SCALE

~ d MA'f - · --· 2016

~ ~ 0

~ &