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LU
NO TES:
L ALL 7RENCH RESTOPA PON M FHIN TH'E CI rY OF REN TON PIGH 7' Or WAY .SHALL DE
PFR THE CURRENT CITY OF RFN TON TRENCH RESTORATION AND S TREE T O VERL, A Y
DE TAIL.
SIDE SEWER NOTES:
1. SIDE SEWER LINES SHALL 8E INSTALLED A MINIMUM OF 8 FEET INTO EACH LOT.
2. MINIMUM SIDE SEWER SLOPE IS 2. 00.
3. MINIMUM SIDE SEWER DEPTH 6 5 FEET FROM FINISHED FLOOR.
4, IN UNPAVED AREAS, POUR 2-FOOT SQUARE CONCRETE (CLASS .3000) PAD ARGON CI
CLEANOU T RING AND COVER
LL I
J
BASIC DISPERSION NOTE:
EACH DISPERSION TRENCH HAS A LENGTH OF 10 FT AND SHALL MITIGA 7F 700 SF
OF ROOF .AREA, FINAL DESIGN TO BE PROWDED ON BUILDING PERMIT PLANS
CATCH BASIN 1 Q TE•
Ud
IF DUMNG CONSTRUCTION, IT IS FOUND TPAT PIPE ANGLES REQUIRE ROTATION OF
THE TYPE I C8 AND MISALIUNVEN T W7 rH THE CURB, THE CITY WILL REQUIRE
REMOVAL AND REPLACEMENT OF TYPE 1 CB WITH LARGER SrRUC'TURE AND
ADE-OUATF KNOCKOUL
PUBLICLY MAINTAINED STORM ELEMENTS:
ALL CA TCH BASINS AND PIPES WFTHIN EXISTING q? GH I -OF- WA Y rO HE
PUBUCL Y MAINTAINED_
Carr 2 Working Days Before You dig
11
Utiftiee Underground Location Center
OD,MT,ND,CR WA)
SW 1/4 SECTION 32, TOWNSHIP 24 N. RANGE 5 E, W.M.
KENNYDALELOTS
" WATER SERVICE LINE AND METER
TO BE INS TTAED R Y CITY FORCES
(TYR), PER COR STD PLAN 320.1
44 4F I-W, SSS ..dl-
2. oox ulk
IE 0 MAIN 103.75
END IE 104.62
S7i1B CLEANOUT
(TYP. ), PER COR
STD PLAN 406.1
& 2. 00% MIN.
END IE 107.2.5
PRIVATE UTILFry EASEMENT WILL. BE
REOUIRED AT THE TIME OF PERMIT CLUSEOUT, (PRIVATE
10.91' RI141 +##
SADDLE CB 1, TYPE 1 10 " IE 1071
S TA. 10t31.56, 15 L
RIA1 1075107.77'
LX. 8" IF IN 3 (F)106.30'
EX. 8- IE OUT 16N5 (W)106.30'
22 LF 12" DI & 2.50X (P1)
10tOD
I
Q9 2 TYPE 1
TA. 10+53.06, 12.17 L
RIM 1#8110.32'
12" 1E IN 106?-27 (E)108.30'
12" IF OUT FO& (W,)108.27'
(TRENCH DISPfRSI IV 0 I- i
RI141 * ?20L OD
6" IE 118.50
I �
a a 1 I
EX. CS 1, TYPE I C
STA, 10+94.56, 16.35' L F
RIM 114.64 , a 2. DOx MIN.
EX 8' IE OUT 113.03 (W) END IE 114.50
DEMO EX. CB ALONG 1 1
A. ;r+
M 7H e3 LF OF " "
EX. 8" Pvc PIPE i ]- G V (FL MJ)
CONNECTED To IT 1—FIRE HYDRANT A S'Y
FROM THE biEST I 1 10 LF 6" DI CL. 52
1 CONCRETE BLOCKIN
I I I
INSTALLED UNDER SFR
BUILDING PERMITS (7`YP.)
(PRI VA TF) Wf 10 LF
DISPERSION TRENCH
RIM f 121. 70
6" IE 119.20
SEWER PER PAINT MARKS TO BE
TRENCH DRAIN I LINED AND VS0 FOR LOT I AFT
RIM 109.36' — BEIN 5`00PED USING CCTV AND
SEND TO THE CITY FOR REWEW.�
OUT PER COR S TO DEA TIL
f 06.A 77CW OF EX 1
>.
WA TE SE CE PER PAINT MARKS
` C j CO TO 8 GU AND CAPPED AT THE
RIM:l .D L -4 �{I7.87' WA TE MA I BY CITY FORCES
A RI
ECO 2 Dr
I
_ SD #SD S
r r I I 4 VrL
I
�! N
95 LF 72" LCPE & 12.56Z (P2)
EX. PIPE TO
HE REMOVED
�No10
r
.STA. 10+94.56, 16.35' L
63 LF OF EX 6' PVC PIPEFROM THE "EST
L
75107.77'
:.)106.30'
006.30'
2.-5Bfi (P1)
3.95%
C8 2, TYPE I
10+5A O6, 72.17' L
RIM 8110.32'
2" IE IN 106; (E)108.30'
IE OUT ?06.7 (W)108.27' I f 3 jRD �y
6" IE IN 108.32 (N) I v A CE
CO 3, TYPE I
STAt 11+47..5a 12.17' L
RIM "ry2i.64 121.48'
12" IE OUT H&64 (W; 118.68'
5
?2+Do
i
O
CB 3, TYPE 1
STA. 11+47.58, T217' L
RIM121.64121.48'
12" IE OU T (W)
118.68'
9+60
10+00
10+80 11+20
11+60
f2+00
1 CITY COMMOM (DATED 07.10.23)
BID 08.16.23 YLP SURVEYEO.
SC, L.E:
D.R. STRONG
TMANE
4ERFIC}L HASH 19B6
HORIZONTAL. W lees/*01
2 CITY COMMENTS
YLP .28.23 YLP
AS NOTED
CONSUL TING ENGINEERS
°ES'C"°°
BD
EV IAFERS PL4AMRS SURVEYORS
pkAwN.
PI'IB
OHE= INCH
DATUM
62'1'�hAti�F11UE fCII41.AI1 WAS
CHECKED.Ylp
AT FULL SCALE
0 425 d27 F425,8272423
lF HoT WE WH
N O REVISION
BY —. - AP R R APPR[y✓ED
SCALE ACCORdINGLY
.
- —
YLP
125
120
115
110
Flip,
fo
RECORD DRAWING
NAVD88 C.O.K. ID#43006 BRASS DISK
IN CASE EL = 42.126'
INTERSECION OF LAKE WA BLVD ,
MOUNTAIN VIEW AVE N, & N 33RD ST
N(DF TH
GRAPHIC SCALE
0 10 20 40
"I INCH u 23 FT.
HORIZONTAL
0 2.5 5 ID
1 INCH - 5 FT.
VERTICAL
19 CITY OF
FENTON
Planning/Bu;lding/Public Warks Dept.
C)
C)
AlAl
3.
OF WA WASkj�,���
CID x RECORD DRAWING
.,fir o INFORMATION ADDED BY
1502
S, �9 TERRANE, INC.
GIT'&
�jONAL LAtO REPRESENTS THE RESULTS OF A SURVEY
CONDUCTED IN AUGUST, 2024.
W-- 42 01 - 42 01 F -- 426 06
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
SAMoirman 10/05/2023 Cl)
r
O
J
J
W, E:
KENN DALE LOTS 5/3/2023
COMPOSITE UTILITY PLAN PE4Pbr.",E�E; z
ORAMUG NO: z
1008 N 33RD PL C 6 W
R ENTON, WASI" I I NGTON 98057 SHEEF $ OF:9
DRS PROJECT NO. 23015
III
WE
DoruSign EI"Ippa 10 3A5MID.9IAF-&F20 AB59-?C:192031176A3
Dana Agn F_nvi lope 14 345BM10-914F-41`20-A13513-7C142D3679A3
{�W (SEE MOTE 7) LIMITS OF PIPE ZONE
I3ED❑ING MATERIAL FOR
SANITARY SEWER PIPE of
(SEE NOTE 5) 1� � PIPE
FOUNDATION LEVEL
BEDDING FOR SANITARY SEWER PIPE
NAME;
1. PRDYIDE UNIFORM SUPPORT UNO£R BARREL
2. HAND TAMP UNDER HAUNCHES-
3. COMPACT BEDDING MATERIAL TO 95X UA-9- CENSM EXCEPT DIRECTLY
OVER PIPE. #+AND TAMP ONLY,
+- PIPE INSTALLATION SHALL BE PER SECRk N 7-08 pl' THE
STANDARD SPECInCATIQNS
5 PIPE ZONE MATER[AL SHALL RE PER SECTION 9--03.T2(3)
OF THE STANDARD SKQnCATIONS
$- PIPE MUST BE ANCHORED IN SUCH A MANNER AS TU ENSURE FLOW
UkE 15 MAINTAINED
7 _rRI NCH WIDTH SHAti I, BE PER SEOTFDN 2-09,4 OF THE
STANDARD 9PEDFICATI0NS,
STD- PLAN -405
■ . PUBLIC WCIR115 PIPE AFIMING t
DEPARTMENT FOR SANITARY SEWERS ftin PaStUCW26,'N,
w
� z
= IN UNIMPROVED ROW.
w INSTALL METER BOX CITY PRIVATE
p ATPROPERTY LINE WPM p + 4
c I" COPPFRTAILPIECE 'c PIPING PIPING
f
I
_ I
a-f 1 SIDEWALK I
FINEHEID GRADE 91' To 1-v I
Tr -FT ;7
24" TO 30' h xl'Tf)3fJ"
22
MAIN
FI
Loup DOWN TQ aNTERLINE OF WATER MAIN
TO PROVIDE SLACK IN SERV" UNE TR METER
MATERIALS
A
C6RPORATION STOP
1" BALL CORPOPATION STOP W4TH BALL VALVE, AWWA TAPERED THREAD (CC) I NLET, QUJCC JOINT OUTLET,
FORID F1310130-4-OL-NLORA.Y. MCDONALD74701RQ
a '
TURING
I" TYPE N" SOFT COPPER TURING
T" 5ETTEK, "IV JOINT INLT:T AND RUTUT, PAQi4CK WIN55 C111 INLET ANGL€ #ALL VALVE, SINGLE CHECK
C,
METER SETTER
VALVE ON OUTLET, FORD VBN74-15W- 4-44-12�NL, A.Y. MCDONALD 721,415WCCkQ44, QA MUELLER
6-24701�15AN, INSTALL CENTERED AND SQUARED IN METER BOX, PROVIDE ADAPTERS FOR 518"x314- METERS
D
WATER METER
AM WATER METER VOTH RADII AND RATTERY LINIT, TO BE PROVIDED BY THE CITY
E
METER BOX
MIE:T'ER EOX, ARMORCA5T AA&W1946 IICX38, WITH METE;l IDOX JJO, ARMORCAST A50013G9A[I H7, TO READ
"AFNTON WATER"
F
CC3UPLEfi AND PLUG
CCiUPLTR (PACK )DINT x PACK JOINTI, FORD C4#-4a-Q-NL, WITH 1' GALVANTED PLUG IF SIF9viCF LINE TO
PROPERTY IS TO BE INSTALLED IN THE FUTURE
G
GRAVEL
I {a' WASHED GRAVEL
0
PUBLIC WORKS
DEPARTMENT
Call 2 Working Days Before You dig
11
Utilities Underground Locatim Canter
{/ID,{r,NDr0RWA)
ill WATER SERVICE
SIT]. PLAN • 320.1
ra ,.
a.,4wo v„.cas. VA*
. WMIDIA
kl� D
SW 1/4 SECTION 32, TOWNSHIP 24 N. RANGE 5 E, W.M.
K.EAfNYD"LOTS
EX. 5E'IIER MAW
I
h i
F I
I
I"91 PEAETY LNE
lI
�SPOOL
1IV€
i
iLE51Gn, Ate. AIECEECa
1 1
I
16
E6"
SEN,CH ST1JB
1
FUT1JRV •� SIDE SEAER
iksIm"n
'
rg 4' STLrll MAAMC POST PAINTED
6' CAP.W
W111 NTH TK 1yM 'SIFft7e STE%QL0
ItARA TTl x G` III---;
i
IN I' WgC+ BLAB[ LETTEPS Ana jG TA9E
SID[YiµK , ,
WRAPPED ARDIVNO THE STLD AMP
['LrrMCt) TD THE TCIP THE
I I Cig11}.JMG ITYT►) I
GF s1UD
L_��_______J
thJ
�
14
E'n8',4' SURFACE CcEsjowr 1111H LAST po,^ K'wi i14LF LVYiM
(EAST "DAIN IRCw *Oft!; PFLTDUcr W DOM7502 OR
`
APMOLEII 11FOUAL SPECIFY '5cWER' UN HO).
c
C,EAVDUT TD BE CEVTEAED IN A 7-12' MNCWTE PAD
CiNCWTE PAD TO 9E N' t4 DFPT«
I
REND AS
REWRET)
EIDsrLNG SANITAQV
_
SEWA MAIM
l
Itiu"F i SIDE *ails
{ n" s4wiLT1 siv'm 6'x1A'Td' 1AT4 FUTURE 5". 4' REDVCER
' WWER MAIN 51A !< 6" TEE
ACCEPTABLE P11QCEfl1IRE FOR SIDE $EW€R CGNIlEC710N$-TO EJ[IBTING TiEYLFETT YAIH
A AATMFIED GLAY VAIN - RJT -4 A KhM PVC 'TIE' A,SLNC'51RONC-9a;;14- FLEllI111_� CDUPJINOS IFiRk',O Iw AIPR(NU EDuAQ.
R C w2RCTE WADI - CUT a A %co PvC 'R}:' u"a 'STRDRr_EI4 Y(' %LEXg4,E CouNAVA CeIRM-0 CQ AA•F'ROAD EQUAL)
C PVC 4L CAGE PVC VAIN - CUT IN NCW TEE USING ROP CWRA+GS L'R CORE-VkLED OTH A RL4Ai UZID•-r.
CDR APPROVED FQUM }
in YxlrTur ipm uA;N - CODE-4faLim w., A MO41At 5,AwLit ioq AppRw,rp EWAO
E TINED MEAN • [dINEChdlt PD sFwLi MAINS TI,AT ,rAg W7N LINL-O (CND, Ci€), CUt N A HEW PVC 'TEE' usim
*Snit( ' SACK' FLEABIE CMPLWCs �FEANC,a OR APPRMD EQUAL)
F .LOVE - COK-DFML113 5111}1 A ROMAC SADDLE �h5ERTA-TTT- NA'r IN USED ON Si WLId MARS 12' VIAME EH DR LARWR
G 0AN6ME CONNECTION - ALL CDNTAXCT+DNS To MANKME5 SHILL BE Al YAMUrACTURED K*09K-0U15 OR TW STRUCTURE
SHALL 9E CORK-0RIL-LED AHD L;W KOR-N•SEM HOOFS DI7 AAmovE0 ErKi AL
Io-0 TrS
I PR7CIR TO IN$TALLAn0N Or A SAMIrAAJIY SEWER STUB, A ODE MAZER STUB N*M017 4AIA'- IJE PVRCIIA5ED F♦ 0v 11dE PJY OF
RENTAN NOLIC IYDRXS #PAATvE?0
2 LLIB..C'" 0I1-11eT11R5E yiGVI% aN. PLAN- 54H SEWER S+!1.L HAVE A 41N VLIM 2 5' rCIVER AT PROPERTr L44E OR 3-S LOK61
TRAM THE LOWST KOSE ELEVATION. YMI1Z19AA 15 LDVKR
3 SIDE SETTLERS SHALL HAVE ✓< WNIMUM Z x `HOPE VNLESS APPRUV D 9Y THE PUBL,C 'WORKS AAISPEt"
4 FOR MSPECTICW Of the SIDE SEAR $TL9, CA" 24 AQUAS IN ADVANCE, PHP ar 51r [hDN F440ME NLKWER IS ON THE SIDE
SEWER SN9 PrkMII sitE DUST 9E REA77 F111T MWECIION AND A REPP£SENTAME ON 51rE MEN ftWtCr0A ARP 145 SAT
IHE APPIAlE4 UVJ; W DDT IJII06X674+E TRGNCH LN7` APP"VOLL IS GVEN BY 1ME IMWEcrom
5 ALL TRENCH RESTQRA9CW rOR SIDE SEWERS IN ITE ALIRUC Rlplt-OF-IVAY SMALL CONFORM TO STA3IDAATJ PLAN 110 WY 116Y
9 T-yE SAD`. YrF4 Sr„9 SPAT *LAY[ 3EW7t1O ,h ACfARD•MLF 4A„ S-;vCARD pLA4 too
7 a` 39E SEW-9 S7LMS SI-a•L BE 't15TACLE11 BY A CONgAtiTDIP _ICEkSFD MO 41COM D IN THE SPAT; Di WAS�rMGI 4
SIDE SEWER STUB STDPLAN '406•1
PUBLIC WORKS INSTALLATION A
G) DEPARTMENT INSTALLATION P8BtL1ChW�6l242(
(SEINER MAIN TO PROPERTY LINE) wTT
FIRE HT•DPANT SHALL BE CQRFY-TYPE EQUAL TO I00 F-511D OR
C ESSON TYPE SU01 AS CLBW MED&L-IbFI; M & H 924, MUELLER
SIJPEii C17UtJR+ON 2aO, AND VVEROUS PACER UTN 6'. MECHANICAL
JOR1T INLET NTH LUGS- 5-114" VAIN VALVE OPERINL;- TWO 2-112'
HOST CONtif=45tl VA?'11)NA,L S!ANOARD THP CACDa 47 PaJMPLR
0D7JNECTIGN i3T'TM 4F Sf,i7TLE THRE-ADS WrF-I A RiDRZ A.DAAP-MR,
4$75' SE,TTT7_E THREAO x 57 $TQRX, ATTACHEQ V1TH 1f8' STARiLESs
STM E: kY, 1-1/4" PYNTACAN {WFRANWCL MJT. r1Rr ,tWQANI TO
BE PAINTED WTH TWO GOAT5 {TF PARJT. kEL"f-M0QREjPRESERVATIVE
PAINT µfl. r760-E563 UTM ACRYLIC OLE345, SAfETT' YELLOW OR
APORWED EQUAL PUMKR CONNECTION TO FACE ROADWIM t OR AS
DIRECTED PY RENTER FIRE DEPARTMENT FIRE NYDRANF EXTENSION rD
k V%O iv REOUIRW.
i5 , :r , 4" M'AlHuM
' D'JCRE TE 9EAMN13
HLJC71 LJNOER HYDRANT
Wk sU" TO W 8E)-ONO 9AOt OF
MSM OR 12- 13041MIJ BACK OE
SIOEWALIX THAT IS ADJACENT TD
�..arS' x r STOn
Twcx CM RETE PAD ARi9UNO
TaYT)RANT. FINISH TO MATCH TPDEWALK
EXIPAN$10N JOINT AT
/r BACH OP S62EWOLR
f C4NtRETE SLDfWAJLH
ff OR PLAN"C SIRIP
C6'. ER JAr t.
CL)ti.'ER
I 1:
TWO-PIECE CAST IRON YAL4E BDX MTH LUG
TYPE i3OVER EQUAL TD.DLriAPIC FTIUNDRY CD-
ST'ANtiARD 9" 1OP SECTfON w11-r RFGuLAR BASE
SECTION LENGTH 7o rrT. VALVE NUT E#TEN51314
AS REQUIfTED.
RX'50 PAUEAFENT MARKER TYPE 158-A
BTIMSCNITE TWO-WAY BLUE REL: Cc- E
CONCRI-E BLOCKING
PAPpi LINE TEE. WITH 0- FLANGE SERE CLIME-.
it GATE VALVE (L X IMA) ANWA r-nD9. KESLILNT 5E+IT
e A']AJCnLE a014 MPE, CLASS 5a CEMINl LINED, LE140DI 10 Fit
2-214- CDR -TEN STEEL TE RODS.
1/2 YARD OF 1-1{47 OIA5HiC 5RM.4 ROCK
1' AIi411f SpoT FLANGE- VLACE a AWL
POLY( niytENE riLu Amnia Top F.ND SIDES OF
GRAVEL -
FIRE HYDRANT A -SETA BLY
LEVEL ALL DbMNs
LEVEL ALL. QRQUND IN 3' RADWS
MIN S &ADIUS
1 ONE 'MAN RQCX +
5•
` I 4 - fi" CONCRETE PAD Z¢. CONCRETE PAD
{
=.0 I F€I-I.
HYDRANT LOCATION IN CUT OR FILL
PUBLIC YfORNz FIRE HYDRANT ASSEMBLY I STD, PLAN - 310.1
r + DEPARTMENT
MARCFi010
JDA STRONG 1 I CITY COMMENTS (DATED 07.10.23)
CONSUL TING ENGINEERS 2 CITY COMMENTS
ENGINEERS PLANNERS SURVEYORS
aW - TUT AVENUE KfRKL 41W, WA 98033
a 425 a27 3063 F425.1 272423
P Ev I L1
Dwi_05pEnvimpeID 34WGID•g14F.4F2D•Aa%1ciBYWwt.A3
WASTEWATER UTILITY STAnpJARIj2OT85
1 ALL YVWK AND MATERIAL SHALL Ear: iN CONFgRNulrypE WTTTI THE STANDARDS AND SPECIFICATION OF THE CITY
OF RENTON PLB41C WCMKS DEPARTIMENT,AND THE LATEST EDITION Of THL SNRC0TIAPSVA STANDARDS ANO
SPFECIFLCATPONS, AS APPROVED MCI MODIFIED BY THE CFTY OF RENTON 5TANVARD PLANS TI SPECIFICATIONS
A SET OF APPROVED PLANS 80KL BE KEPT OAJ $ ITE Al All TIMES DURING CONSTRUCTION
2 DATQM FOR VERTICAL C09ROL SHALL BE NORTH AMERICAK VERTICAL LOA'f1JM 196E HORIZONTAL CONT13%
SHALL BE NORTH AMERICAN DATUM 19"1991 UNLESSOTHERIMSE APPROVED BY THE CITY BEHCIRMARKS
AND MONUMENTS SHALL BE REFERENCED ON THE APPROVED PLANS
3 A PRE-CCIFASTR JCTILTN COWERENCE AND A 2"OUR NOrIC£ SHALL SE REQUIRED PRIOR TO STARTING NEW
CONSTRUCTION FT SHALL BE THE CONTRACTORS RESPONSJBJLITY TO $ECTJRE ALL NECESSARY PERMITS.
INCLUDING STREET USE PERMITS. PRIOR TO STARTING, C014$-fRUCT10N INSPECTION WILL BE ACCOMPLISHED
I3Y A REPRESENTATIVE OF THE CITY, IT %BALL 88 THE CONTRACTOR'S RESPONSMILETY TO NdT1F'A THE PUBLIC
WORKS INSPFC10A 24HOURS IN ADVANCE OF aWKFItU4G ALL CONSTRUCTION
4 THE HOURS OF WORK IN THE SIT REST R44T-CF-WAY SHALL SE PER CITY SPECIFICATIONS ON WEEKDAYS
UNLEW OTHERWISE APPROVED IN VIRiTINCr BY THE PUBLIC WORKS DEPARTMENT AN APPROVED TRAFFIC
E;QNTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING. ANY WORK WTTHJN THE PUBIC REGHT-W-WAY
!k LFMRACTQR IS SOLELY RESPONSIBLE FOR THE MEpNHS, MCTHODS AND SEQUENCES OF CONSTRUCTION AND
PON THE SAFETY OF WORKFRB AND QTHSR5 CW THE CONSTRUCTION WE IN ACCJOROMC:t WITH LOCAL,
STATE AND FEDERAL REamILETIEwni
S. ALL LOG ATKJN$ pF EMSTING UTILITIES SHOWN ARE APPROXIMATE SAND IT SHALL BE THE COSJTRAGTOR'S
RESPONSL61LITYTO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAIIwx OR DmTUp3ANCE
THE CONTRACTOR SHALL COMPLY ATM THE REQUIREMENTS OF ROW $9 722 A LNG TPCKi=T SHALL HE
OBTAINED A MINIMUM OF TWO BUSENBSS DAYS PFCOR TO STARTING ANY EXCAVATION THE CONTRACTflrt
SHA44 HAVE A COPY OF THE DIG TICKET ON SITE AT ALL PMES
7 BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF TFTE PIPE IN LAYER$ RETINA LOOSE AVERAGE DEPTH
OF $2•IHCHES. UPAMLIM DEPTH 104NCHE$, THOROUGHLY COMPACTING EACYL LAYER TO 95 PERCENT OF
MAXIMUM DEN61-ry THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE D cWETER ON EACH SIDE OF THE
PiPE OR TO YHE SJDE OF VE TRENCH MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL 136
EQUIVALENT TO BANK R%JN GRAVEL FOR TRENCH BACKF ILL 111-03.19).
R SANPTARY SCWER PIPE SHALL 6E POLYVINYL C7-EQRIGIE [PMF aUBHE►T-GMIKETED ASM D 303i 56R 3$.
CKQCKE OR DUCTILE IRON CLASS 5O- UNLESS OTHERWISE APPROVED RY THE CITY
9 SANITARY SERVER PIPES SHALL NOT BE LOCATED UNDER{ ANY STRUCTURE jWALL BUIW)114G FOUNDATION, ETC I
UNLESS APPROVED BY THE CJTY IF A SANITARY SEWER M TO BE LOGATTSD UNDER ANY STRUCTURE (WALL
BUILDING FOUNDATION. ETC.1. 1T SHALL BE DESIGNED BY A PIWFESSIOHAL ENIGJNEER LICENSED IN THE STATE
Uf WALSHING I QN IN ACCORDMCE WFFH STANDARD DETAIL 412
15. OPEN -CUT ROAD CROSSINGS FOR UTIVI Y TRENC-45 ON EXISTING TRAVELED ROADWALY$ SHALL BE
MCKFILLE D Wil H CRU SIiT 0 SURFACING AGGREGATE WSpS T SFECIf 3CATION 9-03 913) AN D MECHAFOMLY
COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY
1 t ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPfF1LY PREPARED FOUNDATION IN ACCORDANCE WITH
THE STANDARDS AND SPECIFICATION OF THE CITY AND THE LATEST FlpRION OF THE WSOOTAPNAA STANDARDS
ANTD SI ECIFICATICIV AS APPROVED AND MODIFIED BY THE CITY IN THE RENTON STANDARD PLANS S
SPECIFiCATIOHSS THIS WALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM Oli T}iE TOP OF THE
Fp WA,TLON OATEA AL T4 A UNJFoRPA GRADE SQ T14AT THE ENriR,[: LENGTH DF THE PIPE WILL 13E SUPPORTED
UN A LIMPUMML7 LX:NI5k- VIIJ71E 1ANG BASE PIPE BEDDING SHALL HE iN ACCORDANCE WITH STANDARD PLAN
405
12 ALL DI$TURBEDAiEAS SHALL BE SEEDED AHD MULCHED OR OTHERWISE STASIL2ED TO THE $AATISFACTIONI QF
THE CTTY FOR THE PREVENTIOFI OF oN-srTE EROSION BOTH DU!RJNGC.ON5TRLN:.' TON AND AFTEJR THE
COW'LE114N OF CONSTRUCTION IN ACQORDAMM WrtH THE CURRENT SURFACE WATER OESLCm MANUAL
13 THE CONTRACTOR SHALL FROVIpE THE CITY OF RENTON WITH A RECORD OR MKO OF 71HE SANITARY SERVER
SYSTEM WHICH HA8 BEEN STAMPED AND SIGNED BY A LICENSED PROFES50M AL ENGMEER QR LIEENSE4
PROFESSIONAL SURVEYOR
;T .PLAN -a13
x P'U13LICWORMS WASTEWATER UTILITY
DEPART NT STANDARD NOTES Martin PaStucha6 w3
DATE
WATER PLAN GENERAL NOTES STandaEd Plan No- 300
1- ALL WORK AND' MATERIALS SHALL BE IN ACCORDANCE WITH THE LATF_�T EDMON OF THE CITIFY OF RENTch% PLJWC WORKS
STANDARD SPECIFICATIONS AND SPECIAL PRCV15IONS AND WSDOT { AFWA STANDARD SPECIFICATIONS, LATEST EDITION AS
A,MEHOLD BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WFIENEVER CONS ITUCTICN
IS IN PRGISRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO TH E START DF CONSTRUCTION. THE CONTRACTOR
AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUO ION.
2- ALL EX15T1NIG UTILITIES SHALL. REMAIN IN SERVICE DURING COHMLFC-ION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL
CALL 1-800-424-5555 TO VERIFY UTILHY LDCAT101145 BEFORE SEGINNiNG EXCAVATION.
3- ALL TVIATERIAL5 USED FOR THE CON SFRUCTlfl`1OF RATTER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND
"CATALOG arrs" FOR ALL MATERIALS SHALL HE APPROVED IN WRFFING BY THE CFIYOF RENTON PRIOR TO BRINGING ANY
MATERLALS ON-S[TE,
4, ALL WATER MAIN PIPE MATERIALS SHALL SE CEMENT LINED DUCTILE IRON PIPE, THICK14M CLASS 52 PER AWWA C 151 AND C
104. PI PE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLAy55 250 AS
PER AN51/AWWA C1101A21.10-52. ALL CIVCTELE IRON PIPE AND FITTINGS SHALL BE WRAPPED WRH 8-MIL BLACK, TUBE -TYPE,
POLYETHYLENE PLASTIC PER AWWA C1OS STANDARDS
5. MINIMUM COVER FROM TOP OF WATER TRAINS TO FINF51HED G RAVE SHALL BE 36INCHES FOR PIPE DIAMETER OF }(}INCH OR LESS
AND 48INCHE5 FOR PIPE DIAMETER Of 12-INCH AND LARGER. MAXIMUM COVER "ALL WATER MAINSSHAALL BE 541NCFIES,
ANY DEVIATTGM MUST BE APPROVED BY THE CITY OF RENTON PRIOR TD CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR,
THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVOE MINIMUM COVER.
PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFIC4TI )IN FOR SIZE OF PIPE USED. ALLTRENCH
6ACKFIIL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST
METALED (MOD) IN ROADWAYS, ROADWAY 51-IDULDERS, ROADWAY PRISM AND DRIVEWAYS, AND RS PERCENT MOD IN UNPAVED
AREAS, ALL PIPE ZONE COMPACTION SHALL BE 95 MUD.
E. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE W[TH CITY DF
RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTC ALAND HORIZONTAL BENDS, FITTINGS
AND BASE OF HYDRANTS. MEGAALFG5 {OR SIMILAR PRODUCT] MAY BE REQUFREU ON ALL M ECHANICAL JOINTS IN ADOMON TO
CONCRETE BLOCKING.
7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIF'E PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED,
DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PUFtrn TE5TIW SHALL BE DONE INTHf PRESENCE DIF AND UNDER THE
SUPERVISION OF A CITY Of REHTCN LMLRV INSPECTOR.. THE CONTRACTOR 5HALLSUPPLY, INSTALL AND REMOVE PLUGS,
CORPORATION STOPS, SLOW -OFF ASSEMBLIES, AMC T HRUST RESTRAINT 16LCCIONG FOR TESTING AND PuAffY AALCbrAA CF. NO
CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NFW WFT•TAPVALVE TO AN EXSTING MAIN UNTIL
THE NEW PIPING HAS BEEN POEM -PIGGED, 1DNWFEM13, FLUSHED, ANo PASSED BOTH PR3=WAII!AND PUAM 1FS1 NC.
S. NEW WATER MAINS INCLUDING SERVICE LATERAIS SHALL BE TESTED AT A STATIC PRESSURE OF ISO PSI ABOVE WORKING
PRESSURE WITH A MIWMUM OF 225 PSI TEST PRESSURE FOR I20 MINUTES WITH A MJLKIMUM DF 5 M PRESSURE DROP DURING
THE ENTIRE TEST PER40111- UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED,
AND THEN WATER SAMPLES SHALL BE TAnm FOR PLJRITYTt-Trim BY THE PUBLIC WCRIR RY5PEcroi•_
S. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING
DAYS P1RHF R 70 MAKING CCD1`4NkCT11]N5 TO THE "ISTFHG WATER SYSTEM- TH E CONTRACTOR 5HA1,L.FAPOSE THE EXISTING WATER
MAIN AND FFM N%ATTI-IIt OOFLNECT" PDIMIT 6EFORE ORDERING THE NECESSARY,a0W0R5ANL)FCMNGSRECLUIREPFOR
THE FINAL CON NECTLON, THE CONTRACTOR SHALL EXCAVATE REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND
ALL MATERIALS REQU BLED FOR TH E CITY OF RENTCN TO PERFORM THE CC]NN€CTION TOTttE EXISTING WATER SYSTEM. THE
CONTRACTOR SHALL PROVIDE AND INSTALL BJACKFILI CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION.
PUBLIC WORKS M. PLAN— 30D.0
8 1 PAli'r3{EN7' WATER PLAN GENERAL NKYrES
MARCH 2Oiel
BID 08.16,23 YLP SURVEI' 7TERRMIE
YLP 09.28.23 YLP DESPGNOD 8D
DRAWN.
PF#B
CHEMED, "ti-p
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AS NOTED
ONE INCH
AT FULL SCALE
1F NaT ONE WH
SCALE ACCORDLNGLY
RECORD DRAWING
NAVD88 C.O.K. ID#43006 BRASS DISK
IN CASE EL = 42.126'
INTERSECION OF LAKE WA BLVD ,
MOUNTAIN VIEW AVE N, & N 33RD ST
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.f� o INFORMATION ADDED BY
P� 15025 �o TERRANE, INC.
GISTE4
1oNAL i REPRESENTS THE RESULTS OF A SURVEY
CONDUCTED IN AUGUST, 2024. S-426602
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERINGrw%
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CITY OF SEINER AND WATER DETAILS
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RENTON PAGE; z
' ORAWING NO.
Planning/Bu;lding/Public Warks Dept. 1008 N 33RD PL C9 W
RENTON, WA H I N TON 98057 SHEET 9 or 91 Y
DRS PROJECT NO. 23015