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I RUC T LE Icy PI" T
APPROVED SOOS CREEK
WATER AND SEWER
PLANS FOR REFERENCE
ONLY
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STSTEU OR APPROVO EI AL
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AND COwaECW HARDWARE K If wool STpaNG T14 LC* ALLM UATEMAIL & ACIDMa IM TH Ate.l&v tjk Cl 1 ! 11j, It ALL WSIR~ M)O L. 11A 1t A * -k'ER WLA M fto 1KSPJK p"10#0 i WVAL EN I tl} 74{T ruu. iRA 1ED
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Tw+E EXr[RiZA Of AU WME PON fffrwtS SMALL at COA10 1MT.H LRMA00A PANT
3L FM 1RYDRMTS
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PORTS SFtALL F1.aT SKEt) NTH RA tIONAL STAMAMtt= THRIM MM 1-1/4-kW OMATM WrS 1f4 AT nM CAN �%IOCKXSE TO ObIt,
THIS F%&&SR CO+NU MN SOtA.R..L DE f QVPPED N N p, 5- STORZ AP1 MV EXCU"4 VHE f O LC `u 311E�li`
A STGRZ ADAPTED AND CW SHIAU BrE FORT AWIM D t; T6 kj % . HMM OUT AMQDMD
B wADo P R nON TO HAVE TOD SET SCI W ipAp+ UM
C -51OR2 IrAXZ tO DE AIT4 M7111 NO GSM T-0 *[ ATE
D 570RZ CAP 10 HAVE SYNn4ETIC MOLDtD RLtWp CASgrt JWW 90 L IK AlrT TO 0WART QV TER ON I 'rEL? STRESS 5 TM AIRCRAFT CABLE
E W I'll K C04t110 AND aGcWdaT0 IA TH ST�*Z geot-OK Y TORS TO OC UXFI S* CAP C NOT EK WWVM BY r#
HYDR, NIS S14ALL K rLRWSHM W TFt A G- MECHMMCAL J3NT OURD NO DcAlik7rl Tf RM6. CIR W["-UM A 6-ftN WWOk.IARY GATE VALYE Mill TH WAL%t BOX, AM A RIS R to suI s TWICNI DIP1}l AT EACH INSTALLATION
1 CA TE vAL OESmALL K FL OM TO Irtf 94M TrE WWJMANT S14MLL at fUWSmM ON A MCM-M ndWOM 01 TW MA MEW -OFT CDJPL*4 FOR TK 5 T1EV HYMm TS SHAU C OIt TO D�SMC' STANDARDS
ALL FW HVMANTS SHAD eE ki & N Slya On #RujAN T. W]-4.E1t CL%iTV?fN WMF-L A - A.2C LO* WEDAWON OR IMPS PACO NO. V*- 6 T
NOZZ F5 SMALL St fITTED NTH KNCWAMX WdAZE JOPPLE L = 01 PUka ULAANTAN 3 rM; C ARAMX K TIKL N HYMA I W PROPERTY OR ELSEMEN T 129.
THE t &UL RUUCTI-d MAAXLRS AS OEM tN SECT1 %-Z 1 OF THE STAmDojo V1c*XAr0v5 U BE: *STALLED AS REQLIMD J1Y W COYDbMG MUD A-GE1 Y
ritE HyrAANTS WL BE COuPPM wrm sMomM Aom #cq PC#T TIRC00S im AC4MA 017k tHE REOPD&MTS OF THE LOCA4 rMX PROItCTCND4STWCT
WYDA t %U" ft CLEMSED TW A —MTY ems+ rrK AMR M A;IPRV%E AL AU 14YMAXrS 51J w- p AiN tED ' ow wTr# M T OATS OF CL K,SI5TANT PtAM EL. SKSH rr"K OR AF+PROVM
EDUAL TkT- DtSTAha FIRM TI f JH' DRMT TO, 1>t TE +SALvE SKALL BE STMCM 04 T14E N VORM I Oro( 2-04CK LETTER*
D034G 1 TPROCESS FM Ut NE'LIr LM POW, ALL vAkWS A=WTID l01m TW Fff I#1 MANTS SPIA L BE SATED WAr rHE PlnlM TS rTLLEa 1ITH THE oph4AT1 NT AN-D UNDER DI AL CIP`ER A TLNC PRESSURE
4_ T WAM POSTS
POSTS C.IOALL , 007 SE ft�IALLM VON FM AN'r Jk$WWLX3 VWM REND OY CeS MbC T TP QJAW PWr3 APE RE QED GY OISTMCT, MY SH O L FW M9X or WWOA�a=' f:oNl'NjTI: !! -N b I LL+# TL R, G FTU LONG AND
BUM TO 'k mmaLIA DEPTH OF J W GUARD %ALJ� a[ S AT DC &4K ELLVATM AS ME DM CT RAW qW THE HVDRAPor THE E xPM PMTION OF HE WotD FASTS SHALL RE PAINTED A TI 12 CGA T�; OF
EXILOW COMM TE PAM T, COLOR AS 0C9GPiAlVD VR"IE
VALKS
I;ATE VALVES 94ALL Of COP tW SZE AW rMPf 1 ATED Qh IX MAIWGS WN WONZ[-1,Xl+ItTLD FM59LCNT SEAT ERG DEMCES COWMA%G TO A1iWit CW9 Ok *WWA Cyr} VALVES SNiL.L BE COATED PER A1NA Cw NTH NON-FhsNG
57M OPN � f W' -AND K F� 10 TH AN OwW4 S T,1� 80 k VALVE (ND Ci NW C TIC*i5 VA Y rLk1 J)r MECHAMCAL ,JDQ4 T OR PLC +- AS M1rtW Rrr &L FL. FACES JAIL K �I A011F AND ORIL�EU M
STW E WR11tCAL WNX VALVE SllU EMNSONS UN PtA -4 w—L= rO OPERATtNG NUT WLL K KW OW-W A RKG Nu T IS MORE TRAN A rtrT 9r gg SURMr#CE tHE VALVE STEM EXTE] SON TW SHALL BE I>NSTALL.ED
o foI $ MCK S TO 24 po>is e,L rn*sH cRAix w NAVE A 2-&04 AK OPO ATINC IKJ T ANO SW-CENMRNG ROCK PLATE RPPCPT 100K I)Cwhi vC t SUtEWS SHALL NOT BE USED D4 VALVE OPERAllNG WEXIENWNS
U~ACTOM SMALL PKrADE CATALM DATA. NE I NOW. AM A.S IKY DRAWNZ OF ALL VAL, %OES TO K P0rCHASM AND MIM SIALL.ED A-5 WLLLL AS m ,i.F1rIDA V! T Of C%-PLMCU ALL YA.L SHALL HAVE A WA MR VKMNG FWSSM
fLArK E vALEN T TO TmE F E R.A TIED PKSM Or THE PPI EMI w404 TKT AK ms'T .LED. mTH A madwum 2.1 S F1ET1r FACTOR IN M.N Y MO M PIAL PIPE Si.
& V&VE $0x
ViLL'4 KX SAIL gE CAST stoN SLME!5 0400 AS MAR +tA AED RT GLYWGC
11'00"11 O &WROVM EQUAL NTH LID MARKED ATIR' ALL BOXES 94AU K aSTED TO MATCH l L nw.41 GRADE -IT TIAE YALYE LDCATI04 ALL
VA VE
wx CaA w 94ALL DE IMAM TE u OLVE.
Owly Tw- VALVE KXES 90 TA 'EMS ARE SET THE SANI AS TEE PFE C ECT'F)hi mo Am 4-Ncm tHicx D'Y z- FOOT AGE ASPH &I T OR CMCRETE COLLAR AROVRO VkLVL BOX COVERS P4
T VIE UAwu pTS
vALA MARKLA ITS 5PiALL K F'URpaSHM
AND *4TAU.ED MTN LACH VALVE
L*ILLM TK VALVE LS LOWED IN TK PAWWNT OR IN A VOLT RAWER PWS SHoLLL DE CONWE M TH 4-(NCH MNMG4W SWAK SECTM 4?-INCH
LVICIhi,
WO WALL IRE REmFORCED WTH OW
3 ' )E W R R Of R(MWCP4G STEEL
WAftTRS SHALL DE PILACED AT T1-IE EDU OF THT MGHT-OF-WAY OPP09TE PiE VALVE AS MCTED SY ThIE EMSTRICT VITH 1.8 INCHCS OF i?f POST
MVD
AapwE GRAOC Tl,#L CxPOSED PAR Tm Voku K P AA T€0 19TH M CO+A T'S OF
M+t 1r EA TCITtOR CONM TE PANT WTH H JHE SIZE or TIE WALVE AM W DISTANCE IN FEET AND INCHES TO tK VALVE STU C4LW Yd TH !BL ACX PATNT ON
TmE FACE
Or 'Dir POT tjSllhlS A SlrENCL THAT
MU PRODUCE LLT7EPS W I iES 141C,"M
& VET TAPS
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TAPPftu,S 1 mE-WOSM 250 00 APPROVLD 1:OUAL FU M 70 TI'IE GATT VALVE DEERAPTION FOR AM-OONAL Of TAOLS SUBLAITtALS KQ FDA AU WET 1AP MA1EMALS
P. WATER SERWXS AND RUM
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lW-W K35 TO LIA tC14 E14S T1I ; M} �#C� L � 53 SHALL BE 2 a1�C#'ME S �R ShAU K
N� � A CCa to TH( E 17NG F I~ MC Mrs AREAS C AST SF'fCILIL0EIR 15 SLRk $L �" �S t � 0IHC 11E PON MSTPnC1 I" tHE Go A Nc A rt
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UMAONG TOP ARM ACED TO A COURACTO ft02M - #5
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k9) QR ADE Or tr[ OFOOh 4L ; A O L T P k �,*f JL UOMM TT+t S CC 2 f*#I: } ', it
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PEPRf S h11'A TiVC NO OVEIRLA Y SHALL bE PECLWE 13 9 W rYk .MWD Ma or TFE A5HALT P LTCI DOB NOT
ENCROACH IN90C TK FOC LJJ9 ;fit- PM DELI OF Jk F o 0 -%h 12 rIll rROU PIE (95rNG CENTERuNE OF IK ROAD
THE GIsmcT OR covD ,1l1VG ROAD AGENcf R.EaRvEs 43mt R(wn A14 OVERLAY AN r SEC 11014h. MM` THE LDGL
OF THE RCM 1S CURB AND TTrLR. TWN rKA M ID1 -EXTOO TO THE EDGE OF THE CM UNUS5
Noi"TM 0TKEFwSE 81 TK DSTPJCT OR W"NLKtM4WCr ALL ASPNJLLI JWS SHALL IKE W.AtO ISTH AN
APPROVED %ALS DEMOPWW"TRAVC9 SHE S114 ` 2 ARD PA ' ENT 1A c.#I* AS REOLRED TS j
ThE GOVERNNCO POAO AGENCY
t-EVELOPEEt/CO#+ TRAVOR SRALL W AJN TAPi TWOR P4 CR HOT ASOFfALT P ATC�JE 5 O.AX V C�j�:i% C0%STq,LJCDW To
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P .A O W rt-I A PEWXN04T HOT PAT Ti'li~ F PATCH SILL BE KA= ANO '$EALM ON PAMK PLAM
ASP rM T 1ASTHIrs 30 CALENDAR DAYS
C NCRE TC PAVEMENT S> AU YE C?STORED CDNSt5TEFM 5€ t 5,-Ci1 CW THEVAjoknS M ATt S. ANy
CONCRETE E PAY NT 1rR AFF1C LANE EOTED R Y 'K*DWG SiXt RAVU ALL AF FUTED FOCUS S RUkA= COAXI
CONCRElt PA ALMEN T SKAU K R-BrORM >M TH VX +jqK DTKCR T K TM OR rr E Ijo T %TIrW4 5Q
0AJiR GAYS
#. CVRES, GVTT A '9DEWALKS
CYJST1NC M "S CU nIPS, AND SWWALKS O#MAOL . ' CTtcft or TII PROJECT 00 IT<
OEVEL [R'S-/C0NTR^C70WS USE AND ACTIVE Ty, +k f' IPACEI0 TO TK 509j,,-TION C+F TEE pRoPmry Dvicn.
D iSTR T, OR T WVft +IG ROAD AGENV. Ar+L' rQ h LA4 DPI noN Oq WTTF
!S- L'+ ON-PAYEWE,1T RESTORATION MTHIN Rl: W----WAY
Cu
L' YATID LA" 5 SHALL BE r_ r ORES '.M 1`IJ SooFWU or C 11VATM tAfftS WL NOT a ALLOWD 0 TWOCI T MDR
XWRO(VAL. OF PRWERTY C0JER AM DISTRIE'T' kINC lfi.2 L LJ►WN& PASTUK AND VACAUT LAND %IAL.L BE RESTCWD
Wl'rr+ A PAS"F CRC MEETING 7HE M`OLIGWNID REOLahm.x
QED MIX % P000M RYEGRASS
1 I'llE CLOVER
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APIPt Y AT TK RATE OF 1 DD POUNDS PCR
MUL CH SL' A FIBER WU LCH APPLJfED AT I ; .Ja POU%DS FfJR AID
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ANAL unL1TY ADJIJSTUENT TO FllqlSH GRADE
ALL U ilk Tf CO RS. M-ILDH ARC L(>CA TED ON PLIR0POS GNA0 RC.+.C+WA M Shki M TEWORAMLY P LACM At
WO-CR E ELEVATION PFtioR TO PLAC24G CRLr�EO WrICAC MA"IkL fWA.L ALDAMTWNT OF AU 00WR5 AM A=S5
Di-TiKS SHALL BE uADE F IM NG FINAL PAVIU-C DY'OMMNC TK PA"09T AMM WS 00 COVERS CEO
SHOO 801 ELIF LARtER THAN 12 INCmE S anoNl) W t4 JX JK M "_L0KR/CWTRACT0R SHALL THEN
REMOVE BASE NA MM &L. SURFAITNC COUPW Jt.ND F R,uS ho BMCKS; .CE FPS A0 Cj)M F NnA
CRAM FILL a NEED' ANLC+J<LY CosAPACT AROL % STIMTLK J`X0 FRAME Y#TH CPUSHED SURJ' tea M,t~W-;WU-
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PRME ADENSE_ ijPdFORM SURFACE FWJkL AD•JUSTOT OF ALL COWM AND AMISS ENTf S SHALL BE GIFTED
WI THN SO OA rS OF FINAL PAViiC
7 FNAL CLEAM?tl,P
THE OEVEOP'ER/CON TRACTOR SHALL CLEANuP ALL At. �l AgAS Ot ONPUANCE MI 7H SECTION i-N 11 OF THE
STANOMM SPEC AMNS STETS AND ROADWArS 1<rd 6E CLEAkU SKPT 80T4 DUITNG AW AMR THE
(WSTALIA T1ON WORK DISTUR D SOU ShAu DE rnN k j:E MULCHED AFTER WSTALLA TION FX W WATER
MAN IN LUTED AREAS. SL hIO A<ND UljLCRNr, i3Y FA. (i APR'R f.D uEfiM S, ERE AC-fLrPTA&[ CNICH LMFES
M tH BLE 50hL OR "JE C T TO R FLOWS WA SEMG. Aa TE UATTIK, WTT+N i:, OR ROCK LIWNC TO
I TR OL ERO'' JL'N ANY S1LINC OF DOWNMEAM oRkvl F ADUTfS, *TT�0 D4 T0iC$ OR PPE kW CA" IROSPM
WHCH RESUL TS Mu Dtl WATER MAIN IN15TA llom r r,I.E BE CLELK )O OLI T AND THL VDAX SITE KSTUtM TO A STABLE
CONDIDON AS PAR7 OF SITE CLEANUP
IRXFWFC C OS,
THE DE LO /CONTRACTOR SHAL Of RESPONSRU q% 04TCtU TR&MC CONTROL Der; ONSTRUCTIDN ON OR 4ONG
TRAVEM COUNTY ROADWAYS TRAMC CONTRX SNA_L rjLow TrE OLVELINCS OF SECT M 1-07 V OF TK ST
SPE CIFILA DON 5. AU DARRICAI3E � DGNS, ANO ! *,A L COMMU TO TK RWAREVENTS OF THE UU >rCE) MJkVJOL
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OF FIVE DAYS PAM TO W L% 1hS W TV:p J * CA TIONs or Tie SIMS SHALL DE SHOOK ON h DET" OLM A
DF TQU R Ptkk UUST BF PREP AREO kko StTMTTMjr. io. fg5TWC 1rS FaD FELT ATIVE M APPRCVID BY TK
[.OVM Ni; ROAD AGEkC Y PRf R TO "ENO ANy T j�- 4 M rH &MION. ME ^DE14EL f C0kTR ACTOR V ST N01t'T P4
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