HomeMy WebLinkAboutR-417329T STOLNO ARD On 'nORS
ALL WORX. MATERIALS AM TESPNG SH CIE STANOARDS OF SWS ON£EK *ATLO k SEWER DIS TMC T AND
#S TWDAKI SRECLWA rioN S roR ROA0. WOOL � UMC19AL CON S TRUCTom P. CURRY H T EDIT n0K r�S P'R PA 11-'niE
WAS WV'ToN TA TE IDEP T TUD47 OF TRAN 0 HEREIN AF TER REFERRED 70 A S THC m� T��[3�i�p ' 1E� tI�M,C$�;
ExCoT HEREN MC&n[D
2 TRENCH EXCAVATION, KMNG MLD BAC F7'L.L
AU WQWW WM-c u TK F41T- CiF- WAY SMALL CWPLLY W111# ktL PE R TINM T T$, T1f1E '+� h� *OE�C'�S C1.1 �1 � R
SIANDARD. T T D Ty " CkAo
�A 1AE PROw CLEAJFIR; +' NI) CAtfflqS4 K mAu= To
Ax
A ROVFD wA-5 E DiSPOSOLL SJ TE PROVIDED By ()EL R/ TRACTOR
04E N T#EFd04G NRWC4* ExfSTNG PA-blEwDT, T PAVEAWNT Au BE T ON A NC A T�
SIDES BE KEPT NCRiI -.O L RY *FOR ri TR�N�'�+
AS Ta> D DELorw 00 iUlfMATZLY R rhl MEKHBACKFU IS PLACED SIB AS TO CAUSE Tv4 LC+45 T Dr~ To% TO
T1R AMC ALL PAvEuEN F SHAU K CUT f FOOT fx TSMETHE EDGE O+F THE TKW 4 ON E AC>1 S*E
ANY MENCH ECG FOUR FUT 9N NTH S�"L BE P$tOMM 1a TH AMokj&TE SArETY SYSMWS WlnNiG W
Rf O MLmEN TS OF r tE WA9-O C T S T A IT S-q;Ak SAS tY AMD
HF-k TM At T (iMShA), 04ALPTEI:k *9 1 ? RCWF AM
1RCCULAt> S ADWM KRSUANI THERETO 114 ''O R/cat- RAC1 ALL R*+�+E ik �T1R now. [>�L�+ICER I#'E�7�M AiMp
STAMP ANY +� ALL SHORING HLAFiS *' QN S tXVF-LOPER/CONTRAC TOR SHALL K R£SPU,ISmLE roR woftER
SVE Ty AND THE CHSTMCT ill.l D THE (>ISTR C FS SIR ASSWLr MoFtrqNNSaUry
WEN N*TIVE U-tTMAIL AT NE TRENCH fi W 'S I TA FOR
i PWC D1Di N �� i� BE 14 M TO
GRAM 50 T*fAT T PVPE VMLL 14AVE LJWF SORT N-ONC* THE RMUtU &ND KLL VTF:R PmE psPr IS W* °'LACE
AWTIONA1 t#A D SE EE TW NATIVE UA TEflt+�L ""G THE N rS FOR D tC LkA TEMPI k SM JkLt K Fw A A
T� �otHE PIS rm A 1M11Nr.utm � cRcvN rmE Pik
Ohl NA T14 WA 1'IIAL At W TRENV4 BO MM * VO" OR OT IRLSE NCW _ .Mj r
fw
R14Frt �►#+�'D L+ �+ TD CIE IGRADEE AOC L MD A IR C� ppE �r, W+LTEM $E
tS wl P lLA . A l Fick ILL t*JAD W LEC 1'+�A1'I A M j61 �
CE11 rHE Rft >E TS Fi �G. OAI A- S"AJLrrM� K '-ACED AND T +ROAM 1FC1R A UM C)F 4
INCHES ABOVE IPC aMM Of l
IF THE N iL 1u'E R * AL AT TIK TR£NClw BOTTCad 1S U r5Ln T FCM F'Q,14D A T
fi V LSgF ,�. NG F 004 TWE . W.00A V,+� 1'EJa<I '� I BE RND AW Jl OR L if I � � FIi �
OF CO ACTED it A TX)h WA TE Tw# U INCHES
THE KDCMG RA rpmL SI~ Au BE CAMEO UP E1 LIr ON BOTH Srws OF THE P"P E 5aMULTAMEOVSLV jI AppltoVMATELy
-rM ' Tit 1,A AND EA LA �` TH0R0VGK C, .�C`T� WtH &PPP ATE rCX LSUCHW SUCH R A TO *� tNjUgayG r N�C•i�yTK CoupLVED PALLNIE ALL KDDNO 4 3 NATr4 WATEMAL SmAU M STMEU AWAY FROM THE CAS (W
A,LL 1p��4o ojLoKFILL SI'" u GE MEC-"AMCALLT COMPACTW To 95X *& Wig DEPMTY W NIN THE RIGHT- '-WA T ANO
I All g,.REAS (.PAAr
j +kC III IAA ) P<K STRUTS,. R0, * ik rSHOULDER& DRI V'E'i A YS. SI.DEWALiKS. 0A P ni- -LOTS WU
wa , .jC TE D OFI AE vW5TFbuC TED OVER TWE T1R IC-14 EX EP T F JN S 04A 6 FAT tN CEPTH WNEN T� TRENCH
Lfpnq E XC£ S S (-FET TaE NCm ID Ai Y�LL vP TG 4 FEET FP064 TK TOP OF THE E" 51-(*L.L ISE uE04AMCA.L.Ly rrjupkCTM
To M or tr+F lo } j,,j 'A NS I1r-Y 'Ti< IRCM 'r# Tip 4 FCET Cc THE r"CH "AU NEN K ULCHahleikUY COMPACTED TO
X OF T,mE Pi.. v , v �siSm FH uWAVU OtEA5 AF41) OTHER AREAS NC)T SJJBXCT rO VE4ULAR TRAMr., TqENCtq SAWn"
mou rmt P T O 0 Irw i, 3 Rill OF THE SVWMX SH, W COMP A C 1ED TO S o C?F Tyr€ U AXLMUw Si T`rt T34E UPPER 3
T SHA;,4 M: C TED 1`0 95% OF "r#C b0"U DENSiTr'
ALL iXFMWS SO4ALL Of DETD7JWWW By rrS T7 PE#±' n< -MOWIED PROCTOR VEIROD. AS%I D ti 557 THE
mvixopen/coNrR.Acrm smAu or swgkwsmU FORpp`:' . 7 ENSTTY TE} T PEPS C T1' p w RR S Ii
+� IMF S RID +4V IE 1I�A 5rii#�i�,T FL i _ LL
L � I TES SH ALL BE TAKEN VA THIN E Y ET FOF
TR�4 ('r'• '� h AND AT S UP TO 1R H OF TDEPTH. ON AS CYPECTED By NE DISTRICT'S FIELD REPRUSENT.AnVE OR
rw coo f'r qirm Rim AaHC Y C Ou P AC.ON OF LA TMALS OR SER ACE L,Imr r RIEM+ CKES *EAU A.LBE TESTr "A EAEWREClED
OY THE 9 i-CrS FIELD REPK5ENTATIVE OR TK CAWMIkCROAD ACCmc-r tE TING F. VMrN USED AS Rcou ED BY
W GOKAN'R� FOAL A 'C'f, %1ALL BE Its XCCORI)Aha 1AIITH ASTM -32
TRVs04 IBA FILL SH ALL HE PLA= tH 00FORW LOW LAYERS NO uM THAN 12 IW HES THICK AND UIEDC C A L Y
WkWAZTEID AS SP'E irfj ik Awir TREWCH 011ERP THE C I F IE a CCI AC PON CANNOT 9& ACHIEVED NPA TH NARVE EPACKFJLL.
THE TOP 4 FEE1 WA,11 K A&LD C #SALTED TO 95Z OF TK U0I4*uUU DEKSITY MTH IMPORTED BANK RUN GRAVEL
THE wpmcrs rrEw wuwcsENiAnvf RCSRaFS Nt i TT TO RrOVEST A CCW-PACf?0N try AT ANY A E Orw THE BACKEILL
RAC
tN CUTS TPAUSAMM TO THt ROAD ALJ ,4 T A#O AT &Lt VTLL I T Y CROSStNGS. THE EFL 11Rf TRrNc- 15H A LL CIE aAcxrum
vvTo ciuspim sLm*cmo 9.Acgriu. site ku BE ftAm AND WE CH oU4] C Aj I Y COAPA C TED +N 1 - iNCH M,1 A XdMJij OF TS
AFTF A B Ar_..F"1I_, AUG COMPACTION, AN MUEDf&TE C D MIX PATCH 'HAUL BE BUD AND M A1N TJUPIED IN A M AN NER
ACCUPTABLf TO T VL9F11 dG FI<OAD KU94rr LyI#X RIEPLACM WIN PERIWANFRI 5j.1R:FA0 -G
AU MANE OM FMW45 SHALL 19E r_A.' p Fill T 1oa Lodtf s5 OTKIRMSE APPR OvED BY THE O(STmC T
'IrRVICH EACAVA110ftS SMAU NC *AT _m BT USA L.L PCIt+I T S VSTEMS, 5LI14PS WTk PUMPS
OMER W1110DS APPROVED $Y THE D+I i. X KwATIERiNO SrSTEmS sti.ALL BE uSCD IN
ACCORDA)ia NTH GOW S TAr d DAIRD PRAM TTCE AW SKALL BE E F= F 0EN T ENOUGH TO LOWER THE %A TER LIEVEL tN "4DVAN C# Or
rHT E ACA'0A W) Iir" T+L rj It Cri" TINUC"S1 r ro P THE TRChCH SO TTOU MO SsDES FIRM AND DR Y
DEVLLQPCRICAD04t AC100 SHALL SUBMT THE DropOTVMO PLAN f0 THE L)IST'RICT FDR dRCVFEW AT LEAST 11] DAYS PRIOR TO
1XLWINC044 AW DE WA TEMC, Wlr.AW ALL C CE WA TEIRipo E .IjE N T Sri A LL ENE OROuTED NROU Grr I A DEWATRIUG POND PRIOR TO
RASE
CW DwAT
KAI..L K (:O*TRr + li•Ap
W NiNG OF THL BOTTOM OF EXCAV-61104S OR FORIIIIATION V .cKffCr'.
C:O*1Da T1f IS MR11460 t �� Tl C 1 __
IP1�E'4 N FED AND N O S(XL SHALL 1 CR ON C) rN TO THE E XC A VAT1 OM FROM
v
f xC A '�A 11 OA 1'EIRFHO 5 Y4517 I;
lou BE IDEVON0 ARID OFIC-R A MD SO AS tO FR E T,I T REMOVAL
Cf NE
FHA TURAL. UK$ THE III OPO If.+3N1R 1 % �AA, L i1 T ALL WES HA VE ON HAND Su:rFICICNT PUMPING EOLIIPMEN T
AND
MAiCHB ERY Mai
ice) WDRX'ING C C*a'404 fji o ALt
: T L MEpGf_ `+I CJE S. NOLU C rro r POWER WT.AGLS, JIND SHALL
t F A `4
AyOWLAOU AT
AL.l. TIIyMC j CC WN TEN t WOWER � FMOPERATION -rif SAID E 1PMENT
0C- J" j TITJV TOR
SJIALL CDli'TFVX
RL"awF So AS to PRL �1:1`TT LHTRY OR COLLECTION OF WATER IN
I-XCAVATONS ARID +A#ri.
M A!!j t Ar N l?'rF IUD.{ r-,*ULD
97A tE FHE FOUNDA tIi r1 IL,S AND ALLOW FHE Pt A C f M CN T OF ANY
pACKru TO THE 1+CJtRILD €D()M U T i' THE RL:-I. A r,C
gf
gR D WA TT R TO ITS STATIC LEVEL MiALL K RERF MC D IN SUCH A
IIJI1 A$ TO 1OA241M
THL U101,7JR13170 1FA rf
or
THC IgATIJRkL FOUINO* WN SOILS. PREVENT DdSTURBANCE OF COWPAVED
IHACYf kL. Wit MA247
FLOTANM OR IIIOtitUr PIT
Ur
UCTURF5 AND PIPEUNI S
Lf 4.Erb ft C M1V SO4AU OE SP '51iE 1 r og PL. r N G tM B1 Au PcRw f iR ou I pT N u i rs mo PR D1r1510k+k s f OR
MCOO TO iIU APSO MAIJACJNG WAXW V 4*R-!�U IpoM V4E EXCAVATION
9 00' & PfTuw
TM#E DEP 1 I1 or cjDvfJR ran wA m+ m Ants S#aI.1 I r _ pVCH" FOR R - ita 0 # UJ AM TF R ANO SM AI_I_ F11 M A1N5 AND 48 - rNOHE S f M
IAAJPf3 O;i1`R 6-44C S 04 [401417TIER MPT4 o ,4Vj AT DITCH ONtS 94ALL JViUT TK $E REOUiRE jVJTS ExOEPt1 ,IS
IBLL BE AL.LO E D (L f 01 H 711E P 1410D 0~Qv#4 �jf 91f DISTRI C-F
4 CUNNE CTION TID E %jSjNG WATER SYSTILM
THL �%L dk LNRiLCT1SH , NOYVY DO CA5TkICT'1l FlU11) IREVRE�NIATIVE AND OffIrm 11FI01J Al I.#:
E1AST 48 f�(AJ 5 LN Ao'
OF ANY CoNS j:jpA A),�0 MAKE CIE f+lt S MY AjgRAMCMMLM1T; 11w11'Mj 41C CHSrRIET'S NE.LD RtPRESENIATIVE iFiDR 1-FfC C NCCT1i-%
E MSTING W&TR Mr pi TIld UL wf LOPLR/E MAcTOR `O4 L ND I OFILRA FL ANY CA rL vAL vt or mt wA SFr S rxT[lw Off'DFIf. R1F1G I
AF TER C ATN 11 L)N � TR T PRIOR APPROVAL OF hit DISTRICT W DE A_1. rR /C0N TRAC T SHALL (URNI A+ 11 W-A, TE � IAL. E
DA
AND L480t ,�y FON MJL.II[11 ri THE COr,IKC nM ima(r qi1' SUprR'ASd'L�v fW nit Dry RRIC Ir TGIF 4a tjouR 1401�CE RL I1Tl.40CM1t
NO$ CWNT SAYUK.AM YLJNDATj AND 110LICATS
IA'C" - kLI_ NOT ot 5 TAX TED Vhlll. ALL V 1HC W A TER? a E owipuf it t iAF1D I An Rn NEr E e� c. AA v In PROPL RL x r-C&FOLf Tr. WORK TS
ASSEWSUD Oh T)jE 9TE CINCI WORK 1S 5rA14TED ON A CI NECTI-o`i It sFf+�1. PRi E'CO 01 TiNu�SLy MTH T IHTCRRUPT10" �" Al
RANXY AS S UN THE C NECTI�`�I 15 C I3jr tT0 BErOPE' QaDCRiK MATEFITA�S FOP AMY COUIJECT1014 TO A1wf EASIING NAT01
U . N 1EL ON rR AC TOR SF -I ALL E XCAVA rE TwE * A 1E R M AM MID VERW Y OU TUDE 'DI AUC TE R V ALL TRIPES F OR 0C TEaR.WiNA 11 ON W
TEES CW 1rT"W,.5 TD K USED rHE OE ALOPER /E 1W1 AC TOR 'I ALL COQR D04 A TE ALL WORK ffi rH QPtC L)IS T RIC r S nLLID RLPRESWA91k.
S SEP A1`1014 OF UTLUTIES
h1kN1WUU SIEPAit.4T7 1>4 BETWU:N *AFCr# AND SEWER UAINS S4AJL C+:)NfORM TO SEC T1OH C1 r9 t OF THE-CFZITEFTPA FOR St WALE WOOKI
DE SIGN-. CUMMM T Etw TI OIL+ A S PURL.kS� I1ED B Y THE BAR T1A E1Y t Of ECCXM I' Mr4iUUIIo SEP AR A n ON BE N&CP4 D T' l E R U TIL 1111ES SH K 6
lB tES ON A D Wsmm ON
IWATO MAINS SHAU PASS UNDER STOW 5CWLP5 W+iEN NECESSARY TO MAIN TA;N THE Ui,ralmuu COVER AER IRE-MEHtS F 'OVATER kAAft
THERE S14ALL BE •T LESS Tyr OLN A SIK- INCH CU5J110N BE TWUN TIE WATER L#AI115 &ND THE STORM SE PARS
PUGEt SOUND ENCRv-Y VAUL_M
"A ND R GLES
A -No 1.1 CrH T S T ANDARO 5
5#1 ALL BC LOCATED N O CLO R MAN 1 O FEe T FROU AN T WA TER U
rX HYDRANM ANO BLOW -OFF
ASSEMIDUES
AND ND CLMER THAN
5 FEE F FRLW ANY WATER SERVICES
DEVELO R SjjAkLL 9E RIESIPOWAU
FOR COORDINA117110N Or VAUL1S.
HAND F11 ..CS,
AND LIGW STANDARDS
NTH TT4E WA" MArNS, SERVICES.
nRE HYDRANM AND DLO -Off
SCN S No CAS T1ROC TI CN
544ALL START
UNTIL THE OE ER
HA,S FURNI r;44E1) TH€ a L5 M C-r WITH
A *01" WYCH MOM Pi!CXT S#AM
ENERGY OR A SRO I-+= HARMLESS AORF EMENT (FORD SUPPLIED
BY THE DISTRICT) IS RR"DED
6 ST BLOCKrNG
ALL nmNus SHA-.L $E BLEED WITH POUR CONCPETE AGAINST LIND1STURSED ML VAIN SuMOLNT GCI4CRETE WD 3/4-IN04
RODS, IF RE QED. TO RESIST THE A£SULTANT FORCES BLOMNG SHALL HRO40E FOR R OWEL Cr ANY CC0aNECT10N TO THE rl7ft
WITHOUT IDAIJAGE TO THE PITTING ME -RE UNFA VOR ABLE GROUND COND110IONS ARE Ff4C N TER EO, $PECI AL Pti OWNOWN0 WU DE RECIUM A$
DIRECTED By DA DISTRICT IN THE r1ELD , WHEN DIGGING NEAR FITtFi S ON ExWpmL PMP E LIMES,, LPcoRARY OLD LNG SHALL ALL RE M7Qa
TO FRET NT 8Lo'dr)l TS- THRUST BLOCKING SHALL CONFOPkA TO THE STANDARD DETAILS
7. WATER MZKS IMTING
P*E SSURC TE S m G oFF LNES SHALL E E IN ACCORDANCE MN SECTrON 7— 09 3I. 2 3) OF T4E STANDARD SPECIFiOiLTl DNS TEST PPE SSA
SHALL K THE C)QSnNG SYSTEU LINE PRESSURE PLUS 1 SD PSI. BUT 1N NO CASE SHALL TIE rEST PRESSURE 13E LESS THAN 250 PSI U
Sf'L*L.L BE QiSiINFECTUPER SECTTO1+i - _ (24) OF THE STANDARD SPEC1FICATI +IS.
TIE DEVELOPER/CWRACTOR SHALL CUBE AND FLU-<34 ALL NLW WATER MAINS wHiLE BEING 08SERVILD BY THE DESTRICrS PaELD
PEPRESENTA_nVE Y. S MCT SHE FURNISH THE CODES FOR Ti-tE DEVEWPIEO/CONTRACTOR MQ SHALL THEN BE RESPOIN EiNL,E F7CA OMM
TI•#E NEW WATER wIN'S IXVELi ER/ ?N TR AC TDR S1 AL.L COORDINATE WITH DISTRICT'S FIEILD R E SEN TATI VE FOR THE LOCATIONS -MIK
CUBED AFrER THE CUBES HAVE BEEN FLUSHED FROM THE SYSTEM. THE REST i OF THE FIU SH;NG. CHLORINAnNG. P1RESSc.IRE okN E) purity
TEST'S SH AU BE COI PLEitD THE N STRI C7 S1AL.t 19E RESP $ ELE FDR COLLCG tIN G 11iE SAURL:CS MD OBTAINING THE BACTERIOLOGICAL
TESTS
& REPAIR OF ICI PEE FA;LUR£S
D R.,�K N OTHER mSE DCFECTivE PIPE SmALL BE 1REMO D AND REPL ACEC REPIU.R UA 4 D S OR -CLikMRS Si &t-L NOT SE USED TO REPAA
BjRCWEN RIPE
9 JACKEO CR SI ri0
Al LOEATIDNS AS FEWRM $Y T1#E 06MCT i OoVERNING ROAD AGENCY. Chi AS PR 'OSEjD $Y THC DEVELOPER. WATER )AAJN GR GS
OF ARTEMA.L ST RF M StI ALL BE to ADE ID T jjkC K rNG, IDRI VIN G. OR + UGORING A STEEL CASFNG PrPE BENEATH THE S~URFAC-E ALJ Crr#MjEINT Apo
ADE CrF CASINGS FURNIS"ED SNAL.L B€ SUS THAT NO ADOIBOKAL Ft MNGS O-E NECESSARY To MAKE T-4E CONK-ECTI DN t F THE C Aq
Wj
DOES NOT MEET ME REOVIPEMEH T, IT SFALL BE A9,&FAO CAI ED B1y F ILL. NG THE CASING Vi'm MOIST SAND AND A NEW C A SING I N ; T A LLED 70
mEE T TlrtE tME AND GRADE REGU I REMf N T NO OIP&:N EXCAVATION SHAH 131 MAUL CLOSER TH M 6 FEET FROM 1rH:1 E DACE V P A'V EN T
DI!AUE TCN Or tASING P IPIE SHALL K SUF F1CI E N T TO &LLDW IN S TALLA-RON OF ' i --. WATER PIPE WA-LL THiCKNESS SKA LL BE SIB M C±EH T TO
WITHSTAND INSTILL -R111ION FORCE AND H I G -4 WA? LGAOIN G iMTH A UtNIM UM Tj r ` • , ESS Of 14- IN04. AFTER THE WATER PIPE WAS EIEEN
AO.iUSTEG To GRAu. ROISF SAND SHALL EE TAMPED INTO THE CASMO PIPE T�IAT ALL. VMS WILL 18C ''1LL.JED MANUFACTL,IREO CASkNC
SPACERS THAT PP�*AIRJT MOVE CUT OF THE PfPt IN ANY IDIFZECT30N IMTHIN THE CASING MAy BF USED tN LIEU OF FII..UNLP TARE YC)IG BEN
THE WATrP UAJN AND niE CASINC WALL mrH SAD
10 WATER SUPPLY
WATER SUPPLY FbA F1LUNG. TESTIN D AND FLUSKNO Ct THE NEW MAINS MAY DE AVAOLABC FRom I F+E E]CI S T11 G G [sTRI&B T1 CN SYS
Tek
HOWEVFR_ THE 1EVELOPCR/CONTRACTOR VALL BE BILLED IBY TEE VSTRIET FOR THE WATER USED At THE CU-R-RENT CO"MERCtAL METRRATE
THE DE DOPER/ 1 TR AC TOR MAY PRG Hi 5 OWN Ut TERM(; f ACIU TIES TO THE SA TISF ikC TION OF f-I-E DISTRICT OR ACCEPT THE
(YUANTTTIE5 ESILUA TCD 8I THE DISTRICT
11. DUSTING U TPUTIES
EXISTM U11UTIES SHOWN ON A.F,1Y IkEFERL74CIE ORAW14GS PROvIDO Yy ME DISTRICT HAVE BEEN PLOTTED FROm THE BEST 1N1rCPR1JA1n09
AVAIL&BLE TO THE UVWT THE 100ELOPERX064TIROWTOR SHALL BE RESPONSIBLE FOR LOCATIN4, ALL EXJS-nN0 UTILaTIES KLL EINOU04 N
AD vAN CE i THE EXCAVATION TO PR EYEN T DkuAOE DU IRMNO C STRUC-n THE VELOP O#4 TRACTOR ShiAL.L BE RESPONSIBLE FOR AN T
DAMAGE FRE5U0 RN 4S OPMATIONS ON THE PROJECI
TILE DEVELOPER SIRELOCATE OR REPLACE ANY E)1STIN0 FIFiE 141'DRAUTa LOCATED WITNaN 50 rUT OF THE DEVELOPMENT TO MECT
p S me r S Rf IREWI-EkTS W NEW C ON STRUC Tt BY THE 1XOPM T CREATES A SAFM HAZARD OR A NON;C OmPL I ANT Cow-D1 TjON R1w
01 STRIC T ST ANDAIru SPLC:IFICA T] C94 REDUIR F IJLNTS
12 WARRANTY PERIOD
THE DE 1LLORER MAKOLG rHE APFUC OL110N FOP A LINE EX TENSgDk SHALL BE RESF014 SABLE rOR 1 HE MCI A TMI AL S AND r �A n ' o1 c TC x
0KRA T)ON OF THE -rACUTY FOR A pploo OF 04E -YEAR MW THE C A TE Cw AOUPTANCE OF THE COMPLE TIED P60A C T AID TFIC BILL gF
S AIX TO ME DISTRICT
mvmmilrr pm W101
APPROVED SODS CREEK
WATER AND SEWER
PLANS FOR REFERENCE
ONLY
.1
4
,
Lj
7
PD
I
Ln ri
Lo C:>
W OD in CL L-4
(3m)
cz
Li
c
•
T'
L +
Z I
y
ul
-�
'do
err
.. ,
Ljj
E5
3:
X
CL
LLI
C�
0
LU
0.
CC
Lu
L
Lu
0
Ex
0
CO
ty,
cn
}Z
U)
co
LtN
r
R-417329
34 OF 37