HomeMy WebLinkAboutS-426203z
O
(n
z
Lu
w
rr
>W
W
IY
H
rr
W
U
Q
J
U)
Q
75
O
H
DOcuSlgn Envelope ID 345B6810-914F-4F2D-AB59.7C192D3878A3
WASTEWATER UTILITY STANDARD NOTES
1 ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY
OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSFICITIAPWA STANDARDS AND
SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS & SPECIFICATIONS
A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION
2 DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1968 HORIZONTAL CONTROL
SHALL BE NORTH AMERICAN DATUM 198311991 UNLESS OTHERWISE APPROVED BY THE CITY BENCHMARKS
AND MONUMENTS SHALL BE REFERENCED ON THE APPROVED PLANS
3 A PRE -CONSTRUCTION CONFERENCE AND A 24-HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW
CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECEESSARY PERMITS,
INCLUDING STREET USE PERMITS, PRIOR TO STARTING CONSTRUCTION INSPECTION WILL BE ACCOMPLISHED
BY A REPRESENTATIVE OF THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC
WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION
4 THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL Be PIER CITY SPECIFICATIONS ON WEEKDAYS
UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AN APPROVED TRAFFIC
CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY
5 CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND
FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL,
STATE AND FEDERAL REQUIREMENTS.
6. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE
THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF RCW 19122 A DIG TICKET SHALL BE
OBTAINED A MINIMUM OF TWO BUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION THE CONTRACTOR
SHALL HAVE A COPY OF THE DIG TICKET ON SITE AT ALL TIMES
7. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH
OF 12-INCHES, MAXIMUM DEPTH 18-INCHES, THOROUGHLY COMPACTING EACH LAYER TO 95 PERCENT OF
MAXIMUM DENSITY THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE
PIPE OR TO THE SIDE OF THE TRENCH MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE
EQUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19).
8 SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER-GASKETED ASTM D 3034, SDR 35,
C900IC905 OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE CITY
9 SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC)
UNLESS APPROVED BY THE CITY IF A SANITARY SEWER IS TO BE LOCATED UNDER ANY STRUCTURE (WALL,
BUILDING FOUNDATION, ETC.), IT SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE
OF WASHINGTON IN ACCORDANCE WITH STANDARD DETAIL 412
10. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SIIALL Be
BACKFILLED WITH CRUSHED SURFACING AGGREGATE (WSDOT SPECIFICATION 9.03 9(3) AND MECHANICALLY
COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY
11 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH
THE STANDARDS AND SPECIFICATION OF THE CITY AND THE LATEST EDITION OF THE WSOOT/APWA STANDARDS
AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE: RENTON STANDARD PLANS &
SPECIFICATIONS THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
FOUNDATION MATERIAL TO A UNIFORM GRADE $O THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED
ON A UNIFORMLY DENSE, UNYIELDING BASE PIPE BEDDING SHALL BE IN ACCORDANCE WITH STANDARD PLAN
405
12 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF
THE CITY FOR THE PREVENTION OF ON -SITE EROSION BOTH DURING CONSTRUCTION AND AFTER THE
COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL
13 THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH A RECORD DRAWING OF THE SANITARY SEWER
SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED
PROFESSIONAL SURVEYOR
5 PLAN - 413
PUBLIC WORKS WASTEWATER UTILITY APP"o�Eo
"l� DEPARTMENT Martin PastuchaDr26r2
STANDARD NOTES
DATE
UDCu51gn Lnvelope IU 34btitiB1U•9141--4h2U-Ali59-IC192U31318A..
r--------------
EX SEWER MAIN
l PROPERTY UNE
,. ,•-SPOOL
(LENGTH AS NEEDED)""—�-J'-0 rIIN
6" SEWER 5TUE FUTURE 4" SIDE SEWER
I I I
" ` 2"X 4" STUD MARKING POST PAINTED
6" CAP WHITE WITH THE WORC "SEWER" STENCILED
SEWER MAIN TEE X 6" TEE i I IN 3" HIC1 BLACK LETTERS AND %6 LIRE
SIDEWALK i WRAPPED AROUND THE STUD AND
i EXTENDED TO THE TOP OF THE STUD
COUPLING (TYP) 4.—.i_L,__-.._-.___.
t �,a I ;
6"XB"X6" SURFACE CLEANWT WITH CAST IRON RING AND COVE_
AP ROVEO EOU L. SPECIFYAST JORDAN IRONS SEWER" ONPRODUTOLID) 367502 OR
a/ CONCR TE PAD TO BE a" N CLEANOUT TO BE CENTERED IDEPTH N A x2' CONCRETE PAD
_ ---- -.I F- -
BEND AS -" r
REQUIRED
EXISTING SANITARY _2
SEWER MAIN .--"2.0% MIN E
I
1 11 'UTURE 4" SIDE SEWEq
6" SEWER STUB 6,x6"xe WYE LrU`URE 6"x 4" R:DUCER
SEWER MAIN SIZE X 611 TEE
ACCEPTABLE PROCEDURES FQR SIDE SEWER CONNECTIONS Tp EXI871NG $EWER MAIN
A VITRIFIED CLAY MAIN - CUT N A NEW PVC ""EE" USING "5rzZ%C-3ACK" FLEX,BLE COUPLINGS (FERNCO OR APPROVED EQUAL).
B CONCRETE MAW -- CUT IN A NEW PVC "TEE" USING 'STRONC-(SACK" PLEXISLE COUPUNCS (FERNCO OR APPROVED COUAL)
C PVC & C900 PVC MAIN - CUT IN NEW TEE USING RICO COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE
(OR APPROVED FDLIAL)
D. DUCTILE IRON MAIN - CORE-DRILLEO WITH A ROMAC SADDLE (OR APPROVED EOUAL)
E LINED MAIN - CONN'_CTION TO SEWER MAINS THAT HAVE BEEN L NE:)(CIOP, ETC), CUT IN A NEW PVC "TEE" USINC
"STRONG -BACK" FLEXIBLE COUPUNOS (FERNCO OR APPROVED EQUAL).
F HDPE - CORE -DRILLED WITH A ROMAC SADDL_ "INSER'A-TEE" MAY BE USED ON SEWER MAINS 12' DIAMETER OR LARGER
G MANHOLE CONNECTION - ALL CONNECTION$ TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE
SHALL BE CORE -DRILLED AND USE NOR-N-SEAL BOOTS OR APPROVED EQUAL
1I PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER g1UB PERMIT MUST BE PURCHASED FROM THE CITY OF
RENTON PUBLIC WORKS DEPARTMENT
2 UNLESS OTHERWX SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2 5' COVER AT PROPERTY LINE OR 3-5 LOWER
THAN 1HE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER
3 SIDE SEWERS SHALL HAVE A MNIMUM 2 9 SLOPC UNLEM ArrnOVED QY TIIC PUBLIC WORKS INSPECTOR
4 FOR Iv51PE0':ON OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER S ON THE SID:
SEWER STUB PERMIT SITE MIST ERE READY ri)R INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT
THE APPOINTED -IME DO NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR
5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TC STANDARD P.AN 110 OR 1102
6 THE S'DC SEWER STJS SHALL HAIN PIPE BEDDINC IN .ACCOROANCE WITH STANDARD PLAN 405
7 ALL SIDE SEWER STUBS SHALL Be A$TALLED aY A CONIRACTOR LICENSED AND SIONDED IN THE STATE OF WASHINGTON
SIDE SEWER STUB ..PLAN -*06.1
PUBLIC WORKS INSTALLATION
DEPARTMENT Martin PaStUC%26/202
(SEWER MAIN TO PROPERTY LINE)
,w w",b wAw,uwr DATE
0
0 O
Know what's below.
Call before you dig.
1700 NW GILMAN BLVD, STE 200
JIVIL ISSAQUAH, WA 98027
PHONE: (425) 821-5038
20
12
DocuSlgn Envelope ID 345B6MIDa914F-4F2D•AB59-7C192D3B78A3
NC- TO SCALE
MANHOLE FRAME' AND COVER
SEE STD PLAN 401
ADJUSTMENT RINGS AND MORTAR FONTS
SEE NOTE 3
=IRST STEP SHALL BE A MAXIMUM CF 18"
BELOW THE COVER
CON: (ECCENTRIC)
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLLDED
RUBBER GASKETED JONTS SEE NOTE 5
IF P._QLIRED, LADDER-POL"PROP''LENE
SHALL BE ATTAC-IED TO MANHOLE
MAX PIPE SIZE - 'E'
SHELF AND CHANNE_ SHALL BE
3C00 PSI CONCRETE
PRECAST BASE SECTION
OR CAST IN SHELF
COMPACTED SUBGRADE VATH 6"
CRUSHED ROCK OR ADDITIONAL
MATERIAL SUI-ABLE TO
SLPPORT STRUCTURE
A,B,
,C,
,^,
EI
48" M-I 48"
6" I-AIN.
5 "VIM
24"IlMIN.
21 ' 1 D
r4" M-1 t/_"
9" MIN
5 5" MIN
24" MIN
24" 1 D
60" M-I so"
B" MIN
o" M N
49" MIN
3D" I D
NOTES,
1 STETS ARE TO BE IN PLACE BEI:ORE MANHOLE SECTIONS ARE NSTALLED
2 MANHOLE SECTONS TO BE OF RENFORCED PRECAST CONCRETE IN CONFORMANCE WITH ASTM C-478.
3 ADJUSTMENT OF THE CAS-ING TO GRADE SHALL BE PER STD PLAN 106 1H�_U-F DZ_ HIMS IS PROH SIT£":
4 SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLJOINO CHANNELING,
FACTORY -COATED (SEALED) WITH A H13H SOLIDS URETHANE COATNC, WASSER MW-SHIELDCOAT '00 OR
APPROVED EQUAL, COLOR OF COATING SHALL BE WHITE
5 RUSSFR GASKETED JOINTS SHALT_ BE IN CONFORMANCE WITH ASTM C-443
6 CHANNEL WIDTH AND HEIGHT SHALL EQUAL THE INSIDE DIAMETER OF THE LARGEST PIPE
7 CONNECTONS TO MANHOLE SHALL BE MADE USING KDR-N-SEAL BOOTS OR APPROVED EQUAL
8 IN JNIMPROVcD AREAS, MANHOLES SHALL. EXTEND A M NIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE F N15HED GRADE OR MUST HAVE: AN A --GRADE, MINIMUM 2'-WIDE CONCRETE RING PCUREO AROUND
THE COVER IN PAVED AREAS, COVER MLST SLOPE TO MATCH PAVING.
9 MANHOLES OVER 20' DEEP SHALL BE A MINIMUM OF 60" IN DIAMETER
STD. PLAN .400.1
URB
PUBLIC WORKSwy
1gni°H
DEPARTMENT STANDARD SANITARY MANHOLE Martin PaStUCA%(21/202
,�",F446D DATe
UUL:UJ1yN LIIVt!IUPt: IU 5400001u-tt141-4r4u-AD314-ram lytwt3ICAa
A-L 90 TURNS SHALL AC ACCOMP,r3HE0
BY MEAN$ OP A WYE WITH CLrANOUT AND
4" BEND AS REQUIRED (NO GREATER A5 BEND Two 45' BENDS &-ALL HOT eC
THAN 43' ®END) EVERY 2ND CHANGE 4" CLEANOUT WYE WTH ACCEPTABLE (SEE NOTE 11) •�
IN 001ECnON OR GRADE WILL REQUIRE 45 BEND AND PLUG
A MEANMT WYE (SEE NOTE -1) I (SEE NOTE 11) J
w w
z
a � 0
HUUSE I HpUSE { HOUSE I HI)U$E
4" SEWER PIPE I
SURFACE CLEANOUT VC�LEANWT
E V (TYPICAL)
4" SEWER PIPE SS& NOTES 2
(SEE STO PLAN - 407) 4" TEST TEE WITH AND 3 MINrMUM LINE SIZE FOR
PLUG FACE UP OTHER THAN $1HClE FAMILY S 6•'
}. CALROWL NINE )R 0 W LINE
0 6"X 4" REpUCEN(TYPICAL)MAIN SEWER UNE
NOTES
`
z
i-• IF THE BUILDING SEWER SERVES ANY FIXTURE HAVINO
FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION
1 PRIOR TO INSTALLATION OF A SANITARY SEWER CONNECTION. A
e
u
OF THE NEXT UPSTWEAM MANHOLE COVER OF THE
SIDE -SEWER PERMIT MUST 6$L PURCHASED FROM THE CITY OF
v
M13UC SEWER SYSTEM, A BACKFLOW PREVENTION
RENTON PUBLIC WORKS CE1'ARrWNT,
DEVICE SUCH AS CLEAN CHECK EXTENDABLE
1�
BACKWATER VALVE OR APPROVED EQUAL SHALL BE
"STAm LED
2 1`00 INSPECTION OF VIDE SEWER, CALL 24 HOURS IN ADVANCE
THE INSPECTTKA PHONE NUMBER IS ON THE SIDE SEWER PERMIT
��.
4" FLEXIBLE COUPLING (FERNCO OR EQUAL)
SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE
ON SITE WHEN INSPECTOR ARRIVES AT APPOINTEE) TIME DO NOT
9
BACKFILL THE DITCH IA'% APPROVAL IS GIVEN BY THE INSPECTOR
SURFACE CLEANOUT
4"x A"X4" WYE
3 SIDE SEWER PIPE AND hTTIN4S SHALL W PVC SOR 35 WITH RURRER
4" PIPING;
CASKET JOINTS UNLESS CTHEROSE APPROVED BY THE PUBIJC
PLAN
WORKS DEPARTMENT
BJILOING DRAIN FOR
LOW ELEVATION HOUSE
4 A MINIMUM GRADE OF 21 (1/4" PER FOOT) MUST BE MAINTAINED
WITH A 4" PIPE IN THE EVENT A 2X GRADE CANNDT BE MAIWAINEO
WITH THE APPROVAL OF T.,f PUBLIC WORKS INSPECTOR, THE
MAIN TO 5 FEET
CONTRACTOR MAY INSTALL A 6' DIAMETER SIDE SEWER AT NO LESS
R 0 W LINE
ROW, LINE '0 afANOUT
MAX.
THAN 1X
qOF
SFwFR
STUB
BUILDING SEWER
SUILDWC
DRAIN
5 INSTALL SIDE SEWER WITH 2' MINIMUM CCVER 16" COVER IS ALLOWED
FEET I'--'
AT THE HOUSE IF OLTLET IS SHALLOW
�3 �MIN
6 ALL BVLDING SEWER AND SDE SEWERS SHALL NAVE AEDDING IN
ACCORDANCE WITH STANDARD PLAN 406
. 45 r N
eP
7 WHENEVER =EASIBLE, THERE SHALL BE A MINIMUM 5 FOOT
5 > ; i
HORIYONTA- SEPARATION BETWEEN SANITARY SIDE SEWERS AND ALL
_
R%•x O5-;
eP
.
OTHER UTILITIES
L
s
p A " ,T
8 S DE SEWER "ES11NG SHALL CONSIST OF PLACING A PLUG IN THE
s N y p
TEST TEE AND INSTALLING A 4-FOOT RISER PIPE ON IHE CLEANOUT
o
AT THE BUILDING. THE SIDE SEWER PIPE SHALL BE FILLED TO WITH
WATER TO THE TOP OF THE RISER PIPE NO LOSS OF WATER SHALL
FOR PERIOD OF
A4M
_ A °
OCCUR A 10 MINUTES THE SIDE SEWER MAY BE
CONNECTED TO THE BUILDING FOLLOWING THE SUCCESSFUL
p: a
COMPLETION OF THE LEAK TEST
S
9 THE CLEAN01.11 AT THE RICHT-OF-.WAY SHALL BE INSTALLED PER
n
STANDARD PLAN 4D61 THE CLEANOUT AT THE BUILDING SHALL BE
SUILDIINQ SEWER
INSTALLED TO SURFACE GRADE ALL OTHER CLEANOUTS SHALL BE
INSTAw ATICN
INSTALLED TO WITHIN 12' OF THE SURFACE
10 IF SIDE SEWER STUB IS NOT AVAI-ABLE THE OWNER SHALL BE
RESPONSIBLE FOR ITS INSTALLATION PER STANDARD PLAN 4061
ALL WORK WI-HIN STREET RIGHT -OF --WAY SHALL M DON" OY A
LICENSED AND BONDED CONTRACTOR
CALL 811 BEFORE YOU DIG
11 ALL TRENCH RESTORATION FOR SIDE SEWERS IN 'HE PUBLIC
Or gr t0
RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN '10 OR 1102
WWW COIICCforeycud-9 org
12 ALL WORK SHALL BE ACCOMP.I5HED IN ACCORDANCE WITH THE
WASHINCTON INDUSTRIAL SAFETY AND HEALTH ACT (WISHA)
TYPICAL BUILDING SEWER
STD, PLAN, 406
PUBLIC WORKS
AP.2
"�'1
DEPARTMENT
FROM PROPERTY LINE TO
Martin PaStUCIIW26/202
BUILDING CONNECTION
1110001111FDB8E744BD
w,c wwr.bm",n,r✓ DATE
1 1:
DDcuSign Envelope ID 34SB681D-914F.4F2D-A859.7C192133P7BA3
ED_TI-CLES - 3 PLCS
EQUALLY SPACED 120•
APART ON 23 1/16' (586a'n)
EIA BC (SEE EETAIL)
COVER & FRAME
PLAN VIEW
15' DIA
C63SPtn3 1'
3/4' r �25�n7
119n"1]
B 3/4' 2 112'
C2?2n^), C64ron)
TYP
COVER SECTION VIEW
�„- 26 1/2• DIA
-673nn3
25 1/4" DIA
I641r1M)
•(6nn) 11iA C27mm)
F�-11/41
EOPRENE GASKET
61
5/9' 23 3/8, DIA CL ❑PEN
C16MMI C594nn)
27 5/16' DIA
1:694MMJ
34 1/B' DIA__ _
COVER BOTTOM VIEW
3) 13"T SOC (ALLEN HEAD)
5/8"-11 X 15 5S
\ RUBBER WASHER
BOLTING DETAIL
1/4• 1 1/I6"
f5nn] 67nn3
1/8•
f3rn)
(P.3nrl
GASKET GROOVE DETAIL
C1367nn) NTH
FRAME SECTION VIEW 1 ALL --RAMS AND COVER ASSEMBLIES SHA-L HAVE
A LOCKING -ID PSR EAST JORDAN IRCN WORKS
INC PRODUCT NO 00371572 OR EQUAL.
2 USE FRAME AND COVER FOR SAN TARY (SPECI:rY
"SEINER")
• PUBLIC WORKS SEWER MANHOLE FRAME AND COVERO�gPLAN-aoi.l
DEPARTMENT (CITY -OWNED) Martin PaStUCffj26/20
ttt,L1W3E449u DATE
VARIES: 4.5' MIN,
LANE LINE
MARKING
SAWCUT AFTER BACKFILL
DtiPTH OF EXISTING PAVEMENT
HMA P"-$"
(SEE NOTE 2)
T'
,
1,
EDGE OF FAVEMENT, EDGE
OF CURB do GUTTER, OR
MIN.
,'
MIN. CENTER O- LANE MARKING
2" HMA (SEE NOTE 2)
V :RUSHE] SLIRFA.CING "OP COURSE
(CSTC) (9-03.9(3)) PER WSDOT STANDARD
2" SAWCUT AND REMOVE
SPECIFCAMONS, COMPACTED TO 95X
OR PLANE, SEAL WITH
MODIFIED PROCTOR
AR-400OW
CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL
(9-03.19), GRAVE_ BORROPN (9-03,14(1)) PER
WSDOT STANDARD SPECIFICATIONS OR NATIVE
MA'ER AL IF APPROVED IN WRITING BY ENGINEER
BAS-D ON GEOTECH REPORT, COMPACTED TO
VAOTH OF TRENCH AS (REQUIRED BY SIZE OF
95% MODIFIED PROCTOR,
PROPOSED IMPROVEMENT (SEE WS70T
STANDARD SPECIFICATION 2-09.4) PLUS AN
PIPE ZONE BEDDING MATERIAL AND COMPACTION AS
ALLOWANCE FOR ANY SHORING. SHORING, IF
REQUIRED BY THE WSCOT STANDARD SPECIFICATIONS
NEEDED, SHALL MEET THE REQUIREMENTS OF
II
FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT:
7570T STANDARD SPECIFICA110V 7-08.3'1)8
0 FOR STORM AND IIlATER PIPE, PER STD PLAN 220.0
4 FOR SAN TARY SEWER, PER STD PLAN 405
TRENCH WIDTH
FOR JOINT UTILITY TR_NrH, SAND WTH 95X
PASSING
PASSING A #4 SIEVE AND LESS THAN ',SR PASSING
A #200 SIEVE
N 0'_S:
1. VMEN EXISTING PAVEMENT IN A LANE REQUIRING A FULL *ADTH REPLACEMENT IS BR+O<=N OR DETERIORATED
TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE, AND
FOR THAT DISTANCE SO CLASSIFIED, SHA-L 3r REMOVED AND REPLACED 19IT•i HMA MATCHING THE DEPTH
USED IN. THE EXiS71NG STREET OR THE DEPTH PE? CITY STANDARD, WHICHEVER IS GREATER.
2. PR ACJPAL/ MINOR/COLLECTOR, ARTERIAL, & IN%STTRIAL ACCESS STREETS - MATERIAL AND THICKNESS
5HA_L BE HMA CL J" PG 84-22 AND MATCH EXISTING THICKNESS AND IN NO CASE: LESS THAN B",
RESIDENTIAL ACCESS STREETS - HMA CL f PG 84-22. THE THICKNESS SHALL ISE THAT CF THE EXISTING
PAVEMENT SECTION AND IN NO CASE LESS THAN 4",
3. 44HEN THE "SAWCUT AFTER BACKFI-L" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER OR
SHOULDER, THE AFFECTED LANE SHAL_ BE PANED AND OVERLAID WITH HvIA FULL 043T1-, THE CURB do
3UTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANE) GR REMCVED AND
OVERLAID WITH HMA.
4. IF TRENCH UNDERMINES EXISTING SIDEWALK AND/OR CUR35, THEN THE SIDEWALK AND/OR CURB SHALL BE
REPLACED FROM EXPANSION JOINT TO EXPANSION ,:DINT.
3• IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIDEWALK RAMP, TH= DRIVEWAY OR SICEWALK RAMP SHALL
BE REPLACED TO MEET ADA STANDARDS,
TYPICAL LONOrrUDINAL PATCH pw - 110.1
PUBLIC A►DR1CB rOR PLKXiBLE P"EMDNT OR yT1" �''L'D
DEPARTMENT MOID PAVEMENT WITH 0VeRLAY
ur
I
W (SEE NOTE 7)
BEDDING MATERIAL FOR
SANITARY SEWER PIPE
(SEE NOTE 5) -,—\
FOUNDATION LEVEL •--�
LIMITS OF PIPE ZONE
0. D.
of
PIPE
BEDDING FOR SANITARY SEWER PIPE
NOTES:
1. PROVIDE; UNIFORM SUPPORT UNDER BARREL
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIREC-LY
OVER PIPE, HAND TAMP ONLY.
4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE
STANDARD SPECIFICATIONS
5 PIPE ZONE MATERIAL SHALL BE PER SECTION 5-03,12(3)
OF THE STANDARD SPECIFICATIONS
6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED
7 TRENCH WIDTH SHALL BE PER SFCTICN 2-09.4 OF THE
STANDARD SPECIFICATIONS.
STD. PLAN - 405
.� PUBLIC WORKS PIPE REDOING APP
" 11 DEPARTMENT FOR SANITARY SEWERS Martin PaStUCW26/202
0,46
. W F MBBDaaSU DATE
1'
MIN �
1' V 1' 1'
N1N � MIN
IN WE EYEHT MANBVER+-,[ PATCHES CAST
EE'XTENDmL1�OTi
1 _T
1{ )
DMIAN F NE PATCH SHALL BE
1NOLLOE 4NY SXISTINO PATCH NYTHITd '0
FFFFT OF THE EDGE OF 'PC PAIV, R85JR TO
DR THE 1BE14 CROS8'NO AND ANY
SUBSE90ENT PATCH EDOE 41TWA 10 FM'r
OF T14I: EDOC OF "'HE SECOND PATON A40
Sr, ON UP TO A TOTAL OF 30D FEET, I
T�'.
FACE OF CUTTER CR
I
•, •�.,",.
EDGE OF PAVEMENT
1RAFFIC FLOW;
2' HkIA
1
�—CENTER LINE OR
LANE VNE
�. YI • k
1141 MIN,
2" DEPTH OF
PILANINO OR SAV=T AN2 REMOVE
VANES: 6,3' MIN.
j+- VARIES +j 1 1 r'+EPTN OF ZXISIING PAVE1fEN7
MIN f MIN 1 1 1 MIN I MiV I +
~`
2" SAWCUT AND REWQVE
CIA PLANF. KAL OTH
2" - a" WIN. NMA (SEE N01E 2)
AR-400OW
(EACH SIDE)
r
111 $" CRUSHED SURFACING TOP COURSE (CST:)
2' HMA
(9-03.9(3') PER WSDOT STANDARD
SPECIFICAI!i0) . COMPACTED TO 05X >MCCIF)E0
PROCTOR.
SAWCUT AFTER BACKFILL --
(EACH DOE)
CSTC, BANK RUN GRAVEL FOR MNCH SACKRA
((9-03.121, CRAWL BORROW 9 03,14(1)) PER
'AWOT SWMO SPECIFICATIONS OR NATIVE
MATERIAL IF APPROVED IN WRITING BY ENOINFER
BASED OE ON OTSCH REPORT, COMPACTED TO 95%
_D
ATODIFIPROCTOR,
WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPMD
WPROVEVIENT (SEE WBDOT STANDARD SFI a ICA11C'V 2-09.4)
I
IkUS AN ALLOWANCE FOR ANY SHORING, SHOMNO, IF
�
PIPE ZONE BEDDING, IAATFRIAL- SEE STANDARD
NEEDED, SHALL MEEt 714E REQUIREMENTS Dr AMOT
PLAN 110.1.
STANDARD SnCIFWAT014 7-09,3(1)9
TRI:ACH WIDTH
FOR NOTES, SEE STANDARD PLAN 11D,1
0 TYPICAL TRANSVeRN PATCH FOR VD. PLAN - 110
F'U9L(C TNORKB Pi,LDCISL!! PAVEMLWT OR RIOIO
DEPARTMENT PAVEMONT WITH OVURLAY
S-426203 R-426203
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
LDEVELOPMENT ENGINEERING
man 06/29/2023
WASTEWATER UTILITY
jstowell 06/29/2023
SURVEYED:
SURVEYED
SCALE:
SCALE
1" = 10'
VERTICAL. NAVD 1988
HORIZONTAL-•
NAD 1983/1991
CITY OF
joy RI
LACHER SEWER EXTENSION DETAILS
UAIL:
03-16-23
DESIGNED:
DESIGNED
nELDBOOK: —
RENTON
13606 139TH AVENUE SE
PAGE: —
DRAWN:
2
PER CITY COMMENTS
MPI
03-16-2023
EDM
MPI
ONE INCH
DATUM
•
Planning/Building/Public Works Dept.
RENTON WA 98059
TAX PARCEL NO. 3276150320
DRAWING N0:
1
INITIAL PLAN SET
MPI
03-16-2023
EDM
CHECKED:
EDM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NO.
REVISION
BY
DATE
APPR
APPROVED:
SHEET.3 0REDM
3
U
z
O
U)
z
W
I—
x
W
W
w
w
Q
J
Q
O
H