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SEC. 15 TWP. 23N., RGE. SE., W.M.
Nor
12 +�10 4 �> * os s . 11+33.41
E =1313321.0430 I o qI \ y, EAST
Q 1 I� 17," ouc s = se8ss' � � " -W\ Cite_ I '� I 9 +85.19 10 +00
1- 1Yx8•TEE(FL).�, w I'�= AV UTILITY ESMT .a �� I M - -'--\ �� I I I I WEST TRACT P/L
1- 8 "GV(FLxMJ) I �,, j M I \�.. CULVERT (WA \& SS) F, � �.i I I I I I I I P/L CIL
1- 12'GV(FLxW) / 'E 12' CONIC N - 387.25'
1- 12 "ADAPTER(FLxMJ) I P j I I �7 \3'0 1 / i I I I I
ow
/ I
2- 12"SLEEVES W MJ �, z 'I ' \ / I
1 -12b1 SPOOL(5't)) I cl ^ I /E -- - -- vD -N N "SREPC� 26_5 _ _ _ _ _ _ _ 400
1- THRUST BLOCK 0, 2 I CULVERT _
z� i2" CONIC S - 386.68'
0
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;N TX IS Fa.4uE HOUSE %Tj+ - 6'.1' 395 - -
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CULVERT P INC - 1 P
IC 1T CONIC N 386.37'
CROSSES B II ( / F N
� " 5'X5' / 303'
-WATER "�� I V I I � w
�� EASEMENT I I I 390
�I �I LOT 3 I I I
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i cLVERT I I
it 112' el S= 386.06' I I 1" W SVC de M
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{`� ZO \ kN - 387,'14'
` A IE 12 CUP W 384.48' /
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IE 17, cPP N Id4.a7' �E', ,X06 1�1 ,6 9 +60 9 +80 10 +00 10 +20 10 +40 10+60 10 +80 11 +00 11 +20 11+40
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w u qo 11 12 CONS s - 313442' <° � 10 +89.3 P�
1"WSVCk
WM NICE R SE 2ND PLACE WATER MAIN PROFILE
7 5'X5' SEE ROS p9
r\ �\ WATER
EASEMENT �
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-- Rrtd = 386,/9 w �.- — — — — — — —
E i2" CPP N .- 384.83' -
- ___111__ _ I IC 2 : S° - 384.83'
\ � . \ CULVERT 386 59 -
1\ R2' CPP V - 3865 S N[ V•FNC 0 _ INAM
\ \� C /���_,vD N -_ I,SDJ �_. r..- 1./..; p :..::. �`� i ...T29'10 VJ CUND R SItR AND CAP
148 2 — _ — "CROP'S 29587" O VE. 11 X `—} _ CF PROP. COR.
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1953.5x' —'-
��� / 1 ?88'29'10"W 260 3'(P1) i! I. - 1. 11+53 —
C i ,8 �_ / f 31k.F -8"WA CULVERT N =178366.5536
SE 2nd PL CUl VERI, 1313484.1153
�� __ $ le 12' C, 1- v N= 178364.6038 W
�� *� IF. .2 ONC c = 89.11' u.
I .� ,. = =R ass a � �_ _. _. _ f r� / 1- 6•x6'TEE K°, E= 1313576.4898
U, - -? D D(MJxMJ) _1o6"FH ASSEMBLY - 390 - /281 \
P N,. 8.:83' - - - _ __ . ,- 1 -6"X8' 90 BEN - " FLx - -� - -L- _� ASSEMBLY C D N
_ ___ _ + N- 178367.3193
M` - - +- -E- 1313447.8368 ( ) 1 -8" DI END CAP H VONUVENT DSwm D.<
— — \
— — — — - -- — 1— THRUST BLOCK THRUST BLOC L \
— — — — 1 -8 GV (MJxMJ) _ 1, 6 GV(FLxRJ) — — 1— 8x8 VERT CROSS PER (D
- — RENTON STD PLAN NO: 300.6
6' v)FNC l FOR POLYPIGGIN� -S - —
\ cuLVER? /
iE 12" CO�NC SE = 389.60
ME
WATER PLAN
NOTE:
IX. UTILRiES ARE APPROXIMATE ONLY CALL
1- 800 - 424 -5555 BEFORE DIGGING Qe POTHOLE UNKNOWN
IX. UTILITIES BEFORE CONSTRUCTION BEGINS.
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CIVIL ENGINEERING • PROJECTMGT •ADV. HYDRAULICS
8957 DISTRICT LINE RD PH (360) 661 -6656
BURUNGRIN. WA 98233
1 "=20'
NO. I REVISION
SCALE: HOR- 1 " =20'
VERT- 1•= 5'
NOTES:
1.THE PAVEMENT RESTORATION ON THE
PUBLIC STREETS SHALL BE AS PER
CITY STANDARDS.
CITY //�O��F RLENTO /N
Approved by: �iiT10UL. �IIi'fDUI(/ Dare: 41251 14
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ved by: Date:
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SCALE: 1"=20'
20 10 0 20 so
^E15�ErIiaLPD WATER�> >6 I I t II
I
281 DuvA BASEMENT
I` FO N[ I ,.N PE nve Sr 12+59.98, 0 S
C. w � 9.02'R
X - -__X
/ - .�--- .._' ='�I =, /9�I.ITILITY nT•�`A� Cho 1 3oiDl ,c_.._P.�c - u � --,- � ' N= 178615.883�9ET 1'R
SHED � ,z. � Drrtc r \l 24.F
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SEE RENTON STD PLAN CR`("_�k�f) \ .�5'x5_+
No. 300.3 I - OR p1oD A 7
CONNECT TO IX 12"WA I � RI = 8 C3 \ f {W DER I i o T g57 � �
N =178619.1660 i l .. I.- 4" F1 Ex E 388 43' \ h EME TNT � ^ ' � I I F\'
IL I z° cove n = 38823'
�AMS � ,• =20. �s°asm»t ala CITY OF �L�Wo� a LOT SHORT PLAT
.... S" Da,vr � RENTON 290 DNJdG�LL abC�
J�K K Mttl
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BY DATE APPR ���„ °1"�Y WQ7ER PLAN
N.W. 1/4,
11/04/2013
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PUBLIC WORKS Ste• PLAN - 300.0
]FPARTMF.NT WATER PLAN GENERAL NOTES - -. _. .....
MARCI 2010
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WATER PLAN GENERAL NOTES SLaBARf/J Pbn NO .300
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1. ALLWORKANDMATERWS9 BEINACCORDANCEWITHTHELATESTEDITONOFWECMOFREWONPLJBU CWORKS
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STANDARD SPECIFKATN NLSAND SPECIAL. PROVISIONS AND WSOOT /APWA STANDARD SPECIFICATICIf LATESTEDRION AS
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AMENDED BYTHE CTYOF RENTON. ASST OF CITY'APPROVED PLANS SHALL BE KEPTATWEJOBSTE WHENEVER CONSTRUCTION
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IS IN PROGRESS. A PRE-CONSTRUCTION CONFERENCESHALLBE HELD PRIOR TO THESTARTOF CONSTRUCIIINJ.THECONTRAROII
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AND OR DEVELOPERSHALL R RESPONSINF MRSECUMNG ALL NECESSARY PDIMITS PMMTOCONSTRUCTION-
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2 ALL EXISTING UNITIES SHALL REMAIN N SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL
-
CALL I- 80D42F5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION.
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3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND
-
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'CATALOG CUTS' FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY
FTV ;RA1f.
MATERIALS ONSITE.
C ALL WATER MAN PIPE MATERWS SHALL BE CEMENT UNED DUCTILE IRON PIPE, THICKNESSCLASS 52 PERAW WAC LSIAND C
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104. PIPEJOIM S%iALLSEPLrH -0NORMECHJNKAL101W. CAST IRON ORDUCILE IRONPIPE FITTINISSSHALLBE CUSS250A5
PERANSI/AW WA CSIO/A21.10.82. ALL DUCTILE IRON PIPEMO FITTINGS SHALL M WRAPPED WTIJI &MIL BLACK TUBE-TYPE,
POYETHYLENE PLAm PER AW WA C10SSrANDARMS
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S. MINIMUM COVER FROM TOP OF WATER MANSTO RNISHED GRADE SHALL BE 361NCHES MR PIPE DIAMETER OF IOTINC I OR LESS
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AND AB INCHES FOR PIPE DIAMETER OF I2 -INCH AND LARGER, MAJOMUMOOVMFORALLWATERM MSH M60INCHB.
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MYDEVIATIOMMU BEMPROYFDBYTHECTIYOFREWONPNDRTOCONSTiI ON. WHEREUBUTYCONFUCTSOCCUR
THE PROFILE OF THE WATER MAIN SMALL BE ADJUSTED AS NECESSARY TO CLEAR CONFIICISANDTO PROVIDE MINIMUM COVER
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PIPE DEFLECTION SMALL NOT EXCEED ONE -Ill OF PIPE MANUFACTURER 'SSPECIFIUTION FOR SIZE OF PIPE USED. ALLTRENOH
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BACKFILL WALL BE CIDMPACTED7095 PERCENT MAXIMUM DRY DENSIl DETERMINED BVTHE MODIFIED PRO(TORTEST
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METHOD( MOD) INROADWAY, ROADWAYSHOULDERS ROADWAYPRGMANDOAVEWAYS,A OPERCEWMWINUNPAVED
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AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MD0.
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6. CONCRETE BLOCKING FOR WATER MANS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE INACCORDANCE WITH Cl
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RENTON STANDARD DCTABANO SPECIFlCATIONS AND SHALL BE INSTALLED ATALL VERTGLAND NONQOMALBENDS, FRDNC�S
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1• INCH 1DATEW SmoiLCS
AND BASE OF HYDRANTS. MEW- LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON AL MECHANKALl01NB IN ADDITION TO
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BLOCKING.
7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED,
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CHUNFECTED, ANDTESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE INTHE PRESENCE OFAND UNDERTHE
FEW' LA' TO E is
SUPERVISION OF A CITY OF REMAIN UTILITY INSPECTOR. THECONTRACTORSMUSUPPLY,INSTA MDREMOVEPLUGS,
I
CORPOMT[ONSTOPS ,BLOW.OKASSEMMES,ANDTHRUSr RE MIM /BLMKIN MRTBTINGANDPURITYACCEFTANCE NO
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THE NEW PIPING HAS BEEN FOAM - PIGGED, MWEUM, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING.
B. NEW WATER MANS INCLUDING SERVICE IATDULS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING
PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXMUM OF 5 PSI PRESSURE DROP DURING
THE UNTRUE TEST PERM. UPON SATISFACTORY MMPLLTIOi OF WE PRESSURE TEST, THE UNE SHALL BE DISINFECTED, FLUSHED,
AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR
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9. THE CONTNCTORSXAL N YDRYTHE CTrYOF RENTON WATER WILIY AND MAINTENANCE DEPARTMENTS AT LEA R 10 WORKING
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DAY PRIORTO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALLEXPOSETHE EXISTING WATER
MAN AND FTi1NGSATTHE CONNECTION PERMIT BEFORE ORDERING THE NECESSARYADA17015 AND FITTINGS REQUIRED FOR
THE FINALOONNECRON. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIAIS,AND PROVIDE STORING AND
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ALLWTERWBREQUIREDMRTHECITYof RENTONTOPERFORMTHEWNNECTONTOTHEEK WWATERSYSTEM. THE
RF l TH 4 f,_I _.r:. ., b*ASS
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CONTRACTOR SHALL PROVIDE AND INSTALL BAfXTLL, CONCRETE BLOOING, ANDOOMPLE E SURFACE RESTORATION.
PUBLIC WORKS Ste• PLAN - 300.0
]FPARTMF.NT WATER PLAN GENERAL NOTES - -. _. .....
MARCI 2010
N.W. 1/4, SEC. 15 TWP. 23N., RGE. 5E., W.M.
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PUBLIC WORKS _ _ PUBLIC WORKS
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CIVIL ENGINEERING - PROJECT MGT-ADV. HYDRAULICS
8957 DISTRICT UNE RD PH (360) 661 -6656
BURUNGTON, WA 98233
CONCRETE BLOCKING FOR
HORIZONTAL AND DOWNWARD
VERTICAL BENDS
NO. I REVISION
S'T'D. PLAN - 330.2
MARCH 2010
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BY DATE APPR � °E"0°°°`Y WATER S TANDDARD DDETAOLS R OF 11:
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N PROFILE
W -3 68103
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1. THE PAVEMENT RESTORATION ON THE
PUBLIC STREETS SKALL BE AS PER
CITY STANDARDS.
CITY OF RENTON
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DEU�Ii T7 4 LOOT SHOH7 pLA7 11/04/2013
210 DD UWAL L AWE BOOK
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DEU�Ii T7 4 LOOT SHOH7 pLA7 11/04/2013
210 DD UWAL L AWE BOOK
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WATER PUN GENERAL NOTES Standard Plan Na 300
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS
STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWVA STANDARD SPECIFICATIONS, LATEST EDITION'S AS
AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION
IS N PROGRESS. A PRE - CONSTRICTION CONFERENCE SHALL BE HELD PRIOR TO THE START Of CONSTRUCTION. THE CONTRACTOR
AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRICK TO CONSTRUCTION.
2. ALL EXISTING UTILITIES SMALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR S14ALL
CALL 1 -800- 424 -SSSS TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION.
3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND
'CATALOG CUTS' FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY
MATERIALS OWSM
4. ALL WATER MAN PIPE MATERIALS SHALL BE CEMENT UNED DUCTILE IRON RIPE, THICKNESS CLASS 52 PER AWWVA C 151 AND C
UK. PIPE JOINTS SHALL BE PUSH-ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IR+C4'+N PIPE FITTINGS SHALL. BE CLASS 2SO AS
PER ANSI/AWWA C110/A21.1042. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL. BLACK:, -IUBE- TYPE,
POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS.
S. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL. BE 36 INCHES FOR PIPE DIAMETER OF 104NCH OR LESS
AND 48 INCHES FOR POPE DIAMETER Of 124MCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES.
ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR.
THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CO NF# STS AND TO PROVIDE MINIMUM COVER.
PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH
BACKFILL SMALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST
METHOD (MDO) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDO IN UNPAVE D
AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MOD.
6. CONCRETE BLOCKING FOR WATER MANS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF
RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL SENDS, FITTINGS
AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL J01 TS IN ADDITION TO
CONCRETE BLOCKING.
7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH TEEM PRIOR. TO BEING FLUSHED,
DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SMALL BE DONE IN THE PRESENCE OF AND UNDER THE
SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, It TALL AND REMOVE PLUCK,
CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE, NO
CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET-TAP VALVE TO AN EXISTING MAIN UNTIL
THE NEW PIPING HAS BEEN FOAM - PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING.
8. NEW WATER MATINS INCLUDING SERVICE LITERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING
PRESSURE WITH A MMHMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MANiNMUM OF 5 PSI PRESSURE DROP LURING
THE ENTIRE TEST PERIM. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED,
AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PURR WORKS INSPECTOR.
9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTI LNTY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING
DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER
MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR
THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND
ALL MATERIALS REQUIRED FOR THE CITY Of RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE
CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION,
STD. PLAN ...- 300.0
11 ATM PLAN NOTES
N.W. 1/4, SEC. 15 TWP. 23N., RGE. 5E.,
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W -3 68104
CITY OF RENTON
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W -3 68104
CITY OF RENTON
Approved by:
Approved by: Alaoo,;'
Approved by:
Approved by:
I ar"Im .I D 1EMTT 4� LOT T � �l O �� PLAT
� =20 �� � CITY OF 210 DUWALL A
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