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BY MEANS W A ON AND 4i' IMM M
""MEAN''"""``PROJECT
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PARCEL NO. 723150-1545
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Utility Specificotions
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Sanitary Sewer Notes and Specifications
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THESE N 0 TES SHALL APPEAR ON PROJECTS FOR THE WA S TE WA TER U TI L ! T Y.
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No Iff 11irf 3 iiiMiA t� �
5'� PLAM - rLIIC F� IMP' 01" A" E FANCY IIs tr FL
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1. All work and work material shall be in conformance with the standards and specifications
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o f the Cit o f Renton Pl ann in Bu it din Public Works Department en t an h latest
y g/ g/ p d the edi tion of
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the WSDOT/APWA Standards and Specifications, as approved and modified by the City of
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Renton in the Renton Standard Plans & Specifications. A set of approved plans shall be kept
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PLS
on site at all times during construction.
NOTES:
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IF VK IIMIU a OF v 8014AX MY Ire VM MNPAM p-- - 0 mat be pwahowd Imm to +Mr of Ism. Pri/c swim
2. The hours of work in the street right of way shall be per City specifications on weekdays
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FLOW FIA B 1� �aIl< IMMAW W a�IloN �.
aF 1W MW UPS111EAM E aam 1W
unless otherwise approved in writing by the Planning/Building/Public Works Department. An
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approved traffic control plan must be obtained prior to beginning any work within public right
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mpm, do�byow +be
of way.
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4`�E 13bUPlJMII � � EIMAIr� 3. A �r rrf tN (114C rM�wt be owNl�eined
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3. All locations of existing utilities shown are approximate and it shall be the contractor's
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responsibility to verify the true and correct location so as to avoid damage or disturbance.
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4. Apre- construction conference and a 24 hour notice shall be required prior to starting
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new construction. It shall be the con tractor's responsibility to secure all necessary permits
CAST IRM
� �Io t�rRII�+I�mr uwl� � tr ��+��„ ft MA � *M 4R& MA "Prion Ib � IV„,,,,
prior to starting construction. (Inspection will be accomplished by a representative of the City
MING AND COVER �'' "IEFGAL AS SKC*IED
-_ WA + ink I • � MpIono,r .N I n � � Am �p �
__ _ ink MMS �. p+MIN*� att aid tIALd .� �.
of Renton.) It shall be the contractor's responsibility to notify the Public Works inspector 24
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w� �PPE
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hours in advance of backfilling all construction.
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5. Contractor is solely responsible for the means, methods and sequences of construction
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and for the safety of workers and others on the construction site.
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6. It shall be the responsibility of the contractor to obtain street use and any other related
permits prior to any construction.
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7. Plans approved by the City of Renton, Public Works Department shall take precedence
aS. M �, awl � .studt g I■
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over all other plans.
1. er ANS Ir aEArM S ON SEVAM MANS SHALL BE 'EAST JMAN WM WW&5,, W.I.
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No. aM CO EQUAL. aXM OUT SHALL BE A Vt1ER TIGHT ASSEMBLY.
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8. A copy of these approved plans must be on the Mob site whenever construction is in
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t�OINCJ�TE, CUSS 30W PAD
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progress.
AFAI MId THE RM AM CCIVEk
IN COMPLIANCE WITH CITY OF RENTON
CALL FOR LacAnoNs KFORE YW ��
� LOCATORS �_�_��,�y
9. The contractor shall provide the City of Renton with an as -built Browing of the sanitary STANDARDS
sewer system, which has been stamped and signed by a licensed professional engineer
or licensed professional surveyor.
BY: Date.
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10. Backfill shall be laced e uall on both sides of the i
p equally pipe in layers with a loose average
CONNECTION
�'� 2012
Date.
depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to 95 BY: •
percent of maximum density. These compacted layers must extend for one pipe diameter on BY: Date:
each side of the pipe or to the side of the trench. Materials to complete the fill over pipe
shall be the some as described.
BY: Date:
11. Open cut road crossings for utility trenches on existing traveled roadway shall be
bockfilled with crushed rock and mechanically compacted unless otherwise approved by
TF.. -S :�TI N C FTAI1.
FIRE H"ANT SHALL EC CM&Y-nW EQU& TO 1l"yM F-5110 ON
,.+OMP' ONI TYPE SUCH AS MOW MEDALLfO1M: M a H 929, W i I FR
W" CENTURION 200, AND WATMOUS PACER NATI-I r MECHANICAL
12. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for
.JOINT rMrt.ET MATH LUGS 5-,1/4- MAIN VALVE OPENINQ TWO 2-1/2-
-T/2-
±10
±10 FT
UAr% cXaarMlLC1KM NAWMAL `tANMiAW THI*_AD.SL 4' I'liNlPLR
Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise
V4Nf:r ttlMIY OF `"f'"''1.Nth "r ''"�'
4.675" SEATTLE TITRE AD X 5- STIORZ, ATT11CHM VATH 1/8- ST1�1" E. S
a ro ved b the Cit of Renton Public Works Deartm en t. Reference benchmark an d
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STEEL CABLE. I - I/#" PENTAGON OPERATING NUT. FFIE HYDRANT TO
elevations are noted on the plans.
NEW WATER LIME
ESE PAINTED VA114 TO) COATS Or PAINT. KELLY-MOORE/PRESERVATIIViE
NAINI No. 5/M---bi3 DIM ACRYLIC GLM. S&L.[Y '1ILLL.OMI1 OR
A~)*!') f 4UA1. _ PtAW 1R It) I` A[I� WIN)WAY tit AS
rNWCWD BY WNTON FIW DMARTI�-�,IT. FIS' H"MT FXTFN90k TO
13. All disturbed areas shall be seeded and mulched or otherwise stabilized to the
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EXISI�ih1U wAIER uNI~ � �,�q4 �,.
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,`BE � IF REtXIMi.
satisfaction of the Department for the prevention of on-site erosion after the completion
of construction.
MIN. 1 Lr TO 2W DLMIND S ACX OF
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All pipe and appurtenances shall be laid on a properly prepared foundation in accordance
SIDEWALK THAT IS ADJACENT TO
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with the standards and specifications of the City of Renton Planning/Building/Public Works
4.87!r _ 5' STMZ rAG-MFCF MST IRM VAt,%f SM wITH tuC.
Deportment and the latest edition of the WSDOT/APWA Standards and Specifications, as
5 x5 � THICK ATF PAD ARCxlrwD TYPE COVER. ECALAL TO OLVMt'IC FOUNDRY CO.
- HENT. FWSH TO MATCH SIDFWAI& STANDARD W TOP SECTIOwiI ,NTH NFxULAR BASE
approved and modified by the City of Renton in the Renton Standard Plans & Specifications.
EXISTING TEEN DEAD EW LIVE, Com' OR PLIIG
00 IMI ' l: I 1 OF I BLOCKING ING
FXPANSM JOINT AT SECTION LENGTH TO FIT VALVE NUT EXTENSION
2`, � BACK EBF IIALK AS REOLNl :
14 RAISED PAVEMENT MARKER TYPE SH -A
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This shall all include necessar leveling vel in o f the trench bottom or the top of the foundation
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material, as well as placement and compaction of required bedding material, to uniform
E'ERI..IC AL � ROS:, , ,
i�JxFt) FOR F L F�1t, ,IN
'TIMSOMIE IWO-WAY OWE I CTIVE
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rade so that the entire length o f the pipe will b e supported on a uniform! nunyielding
g g p p pp y dense,
. ITM.. IND LL ANCr N T wrr11 2"TAP & 2'OPI...UG
.� r'ry""'...... ''
base. Pipe bedding shall be pea gravel 6 inches above and below the pipe.
1 FAL IND FI .ANG[ ON WIU )M
:6"` MN
.I-PL(MJ) W/2'OTAP & 20 BLOW --OFF
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15. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gosketed ASTM D 3034,
TEMP. BLOCK
SDR 35, or ductile iron class 50, unless otherwise approved by the Wastewater Utility.
� MAIN LINE TEE. MATIN 6"FLANGE SM OUTLET.
16. In unimproved areas, manhole to extend minimum 6 inches and maximum 12 inches
FINAL CONNECTION O
;
. ,- ��.. p _ 6- "it VAL.W_ (FI X MJ) AwwA 0-.-4M. W��NI SAI
v i grade r h
abo e finished gr e o must t ave minimum 2'
u diameter concrete ring poured at grade.
In paved area, cover must slope in all directions to match paving.
6-UIJt' I�Iw. I>fii7Fl RPL. tXA�`'ti M.�MIr)+I i I;INIrU, Lti�Lti IH 10t l i
NEW WATER LINE
2--3/4- -'TEN STEEL TIL RU5
Ir x W x 4` WNIN M I tZ YARD OF 1-1/4& MI+ 94LD DRAIN ROM
('XAW TF AF IW;
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� tJN[1EFI H`V�,ANT 1 AEiClVE EST FLAN(. PLACE 8 MIL
POLYETHYLENE FILM AROUND TOCP AM 'SIDES OF
y.
EXIST. WATER LINE
GRAVrQ..
0
FIRE HYDRANT ASSEMBLY
LEVEL ALL GRE` M LL.'lft.L AIL QdX00
Wk 3' RADIUS ON 3' RAE"
t+ I EN ALL. 1 ES I`IIVD,, CLEANING BY POLYPI AILS UN* LC l I0Nj
� ONE MAN
W -MOVE TEMP. BLOCK & BLOW—OFF+ 0ONN .�'�:I:
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0 ER
10 EXISIING 'SAI' R '.:INE WI'M 11FEVE l
0.1.ASU SPOOLS S
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JOE BERNASCONI
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FINAL CONNECTION CITY FORCES
6"' CONCRETE PAD �• � PAD
CALL DIAL—DIG AT 1-800— 424— 5555 AT
520 WILLIAMS A VENUE SOUTH
LEAST 3 BUSINESS DAYS BEFORE DIGGING
RENTON, WA 98055
CUT FILL
HYDRANT LOCATION IN CUT OR FILL
'� j DAN
PUPAW BY.
SITE PLAN / T'ESC/
DRAINAGE PLAN
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LISA A. HARBERT, P.E.
2021 201 ST PL SE, 1309
DETAILS
520 WILLIAMS AVENUE S
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7 NNECTk3N TO WATER MALIN
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8 FIRE HYDRANT ASSEMBLY
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EXISTING TEE OR E�� D LINE CAP
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BOTHELL, ASA 98155
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PHONE: (206) 371-3079
RENTON, WASHINGTON 98055
SWW W 11� RAW OR MOT BY POINaMMG 7W UMJWS AND SLOWOW AE WWWAL AND W RM& LOCA WNS POW lO
CONSMWWM 'FMS SHALL #a" CAUMMB U71JTY LWAK AT 1-M-�1--5666 MD AEN PUR aW ALL OF M Eoxx
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LISAHARBERT®0 UTLOOK COM
SCAM: NrS'
ISSIN DATE: 12123115
SDN' N0. 4 OF 5
U1MIIIES AT NEER LOCM✓ C OF NEW U11JTY OWS00 IV PN1WAUY IE)iIFY INEAER OR AVT CaIIt WIS EVST. LOCA ALM' OF
SAD SHOW aN RESE RAW 8450 UPGN Af UNN91 FO PLIC MliMM M
U11I7ES AS ARE M AND ARE 9"C T ID WAMNU I AL
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