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MIN F:I\ MIN MIN MIN
2" CLASz
*2" TO k" CI
4R CI
L 8. 5' MIN.
2' DEPTH OF
GRIND OR SSAWCUT AND REMOVE
MIN.
M1IN IMIN" M,IPJ P:�IFJ MIPJ
2" 'CLASS
CRJSHED ROCK. FLOWABLE FILL
OR AS REOJIRED BY ENGINEER
C%F CURB =R
;ENTER LINE OR
A`J- _INE
-ACP CLASS*
_ CRUSHED tiJRFA.CING TOP _COURSE
TY I`'.L TFAISVERSE PATCH
* FOR MINIM)>M STAIIDA3DS, SEE D` C—# HR-0,15= F E1EZEL.E PrVE_IEN=
SP PANE F032
! A7� P�lITO
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. E.D PLANS
C2; D a MdQffIE6 NJ7ES DC IG
C7j2a r4 tA9GlFlzD N7TEi _- _Z
DATE -- ]L. - PP?'GI DWG- N.vE�-: 1103=-1 SP PAGE! H032.
TRANSVERSE PAVEMENT PATCH
NTS
LAN _ IN
MARKING
ST.AII VEHICLE `WEEL PATH
>�
> MIN, M1P`r. N11N.
.= . I 1 � = 9
.._... '.. ..............................._......... -.... ....- ............. ...._ ...............
L
M=N.
2" CLASS
2" SAV'rCUT 'ANE -'<-"SvrF
OR GRIND, SEAL 'X-TH
AR400 `9'
MIN.
*MINIMUM ACP CLASS `E' Or `B' SAA:_L BE:
PRINCIPAL/M NO/COLLEC-CR ARTERIAL S =E=TS Sr -NDUS-RIAL
ACCESS STR==-S - 6" ACP -CLASS 'E' :5r -3'.
RESIDENTIAL ACCESS STREETS - 2' ACP CLASS = r ,13%
Aye CLASS=
MIN, `
` " CRUS-ED
SURFACING TOF
vUURSE
EDGE OF PAVEMENT. -
EDGE OF CURB __ GJ_TER,
CUR CENTER OF -ANE L N=
RUSHED ROCK, FLOW -ABLE FI_L
OR AS REQUIRED BY ENGI` EER
NOTE:
UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMEINT
SECTION MA`' BE DESIGNED. USING :AN A.P?R T:D IIF3R TYPICAL LONGITUDINAL PATCH AND OVERLAY
DETERMINING ?AVEMENT THICKNESS.
FOP. FLEk ELE Pf1TEMEN7
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7)ATE I MICASION .—Y .AF PR DWG. NAME: H032 =F PACE: HO3i
LONGITUDINAL PAVEMENT PATCH
Know what's below.
Call 48 hours before you dig.
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UTILITY PIPE BENEATH
WALL ENCLOSED IN
STEEL SLEEVE
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N /
UTILITY/POWER LINE
86
\ \ \ \ \ 866
\ \ \ #19
BOTTOM OF WATER 168.0 \
TOP OF SEWER 164.9 \ \ 90�
\ \ \#1
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BOTTOM OF STORM 167.9
TOP OF SEWER 165.2 \ �7SSB
1 6\
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I BOTTOM OF WATER 167.0
TOP OF SEWER 165.3
cc
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IN
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GRAPHIC SCALE
10 20 40 80
5 ADDED AS -BUILT INFORMATION
D U N C A N S O N 4 ADD TRENCH PVMT RESTORATION
Company, Inc. 3 PER CITY COMMENTS
2 PER RESUBMITTING SCREENING
145 SW 155th Street, Suite 102
Seattle, Washington 98166 1 PER CITY COMMENTS
Phone 206.244.4141
Fax 206.244.4455 N 0. REVISION
( IN FEET )
1" = 20' (22x34)
1" = 40' (11X17)
DAS
4/ 12/22
HMD
SURVEYED:
SCALE:
JMB
SEE PLANS
LTK
0/13/1
HMD
DESIGNED:
HMD
LTK
9/8/17
HMD
LTK
7/18/17
HMD
DRAWN:
HMD
ONE INCH
LTK
7712/ 17
HMD
CHECKED:
HMD
AT FULL SCALE
IF NOT ONE INCH
BY
DATE
APPR
SCALE ACCORDINGLY
APPROVED:
HMD
EX GAS
— EX ELECTRIC
BOTTOM OF GAS 180.7 ±
TOP OF WATER 179.7
BOTTOM OF WATER 179.3
TOP OF SEWER 177.5 f
PAVEMENT
RESTORATION
BOTTOM OF ELEC 180.7 ±
TOP OF WATER 179.7
MINIMUM VERTICAL
SEPARATION SHOULD BE
AT LEAST 12 INCHES
I
BUILDING SETBACK I
I
POSSIBLE STREET LIGHT CONDUIT
— CONFLICT WITH PROPOSED CATCH
BASIN. SEE SHEET C4.1
PAVEMENT
RESTORATION U1.1
NE 7TH
S 7-
BENCHMARK IS "SMAI"
NGS CPS CORS STATION.
ELEV = 449.6'
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991 CITY OF
RENTON
we►w s8 %.
Planning/Building/Public Works Dept
CONSTRUCTION RECORD DRAWING
I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS
OF THE WATER SYSTEM SHOWN HEREON ARE THE RESULT OF A FIELD
SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. THE ABOVE
DECLARATION IS BASED UPON WORK PERFORMED IN ACCORDANCE
WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY PRACTICES. WE
MAKE NO OTHER WARRANTY EITHER EXPRESSED OR IMPLIED.
VERTICAL SEPARATION NOTE
MINIMUM 12 INCHES VERTICAL CLEARANCE IS REQUIRED
FROM CITY UTILITIES TO OTHER UTILITIES AT CROSSINGS.
PAVEMENT RESTORATION NOTE
FOR ANY PAVEMENT CUT WITHIN THE PUBLIC RIGHT—OF—WAY,
PAVEMENT RESTORATION SHALL BE DONE AS PER CITY OF RENTON
STANDARD TRENCH RESTORATION AND STREET OVERLAY STANDARDS.
H
H
RESTORATION FOR TRENCHES
(ROAD CROSSINGS)
MINIMUM 6.5 FEET WIDE PATCH RESTORATION IS REQUIRED FOR
TRANSVERSE PAVEMENT CUTS. PATCH SHALL BE A MINIMUM OF 1
FOOD BEYOND THE EXCAVATION.
IF OUTSIDE OF TRENCHING IS WITHIN 3 FEET OF ADJACENT LANE
LINE, THEN THE ENTIRE ADJACENT LANE WILL NEED TO BE PAVED.
RESTORATION FOR TRENCHES RUNNING
PARALLEL WITH THE STREET
FOR ANY STREET WITH LANES MARKED WITH CHANNELIZATION STRIPES AND/OR
BUTTONS. THE LANES ARE DETERMINED BY CHANNELIZATION.
IF THE OUTSIDE OF TRENCHING IS WITHIN 3 FEET OF ANY ADJACENT LANE. THE
ENTIRE ADJACENT LANE AFFECTED SHALL BE OVERLAID.
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- S-395701 R-39571 1 0
W 395701
IN COMPLIANCE WITH CITY OF RENTON STANDARDS =
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DATE: U)
SUNSET'S EDGE TOWNHOMES 5/1/17
COMPOSITE UTILITY PLAN FIELDBOOK: LU
PAGE: '
DRAWING
701-707 SUNSET BOULEVARD NE, RENTON, WA U.1.1 z
SUNSET'S EDGE TOWNHOMES SHEET: 1 OF: 1 '^
DCI PROJECT NO. 15375 �JJ
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DCI PROJECT NO. 15375
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DCI PROJECT NO. 15375
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SANITARY SEWER NOTES AND SPECIFICATIONS
1. All work and work material shall be in conformance with the standards and
specifications of the City of Renton Planning/Building/Public Works Department and the
latest edition of the WSDOT/APWA Standards and Specifications, as approved and
modified by the City of Renton in the Renton Standard Plans & Specifications. A set of
approved plans
shall be kept on site at all times during construction.
2. The hours of work in the street right of way shall be per City specifications on
weekdays unless otherwise approved in writing by the Planning/Building/Public Works
Department. An approved traffic control plan must be obtained prior to beginning any
work within public right of way.
3. 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.
4. 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
necessary permits prior to starting construction. (Inspection will be accomplished by a
representative of the City of Renton.) It shall be the contractor's responsibility to notify
the Public Works inspector 24 hours in advance of backfilling all construction.
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.
6. It shall be the responsibility of the contractor to obtain street use and any other
related permits prior to any construction.
7. Plans approved by the City of Renton, Public Works Department shall take
precedence over all other plans.
8. A copy of these approved plans must be on the job site whenever construction is
in progress.
9. The contractor shall provide the City of Renton with an as -built drawing of the
sanitary sewer system, which has been stamped and signed by a licensed professional
engineer or licensed professional surveyor.
10. Backfill shall be placed equally on both sides of the pipe in layers with a loose
average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping 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 pipe shall be the same as described.
11. Open cut road crossings for utility trenches on existing traveled roadway shall be
backfilled with crushed rock and mechanically compacted unless otherwise approved by
12. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters,
and for Horizontal Control shall be North American Datum 1983/1991 Meters unless
otherwise approved by the City of Renton Public Works Department. Reference benchmark
and elevations are noted on the plans.
13. All disturbed areas shall be seeded and mulched or otherwise stabilized to the
satisfaction of the Department for the prevention of on -site erosion after the
completion of construction.
14. All pipe and appurtenances shall be laid on a properly prepared foundation in
accordance with the standards and specifications of the City of Renton
Planning/Building/Public Works Department and the latest edition of the WSDOT/APWA
Standards and Specifications, as approved and modified by the City of Renton in the
Renton Standard Plans & Specifications. This shall include necessary leveling of the
trench bottom or the top of the foundation material, as well as placement and
compaction of required bedding material, to uniform grade so that the entire length of
the pipe will be supported on a uniformly dense, unyielding base. Pipe bedding shall be
pea gravel 6 inches above and below the pipe.
15. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034,
SDR 35, or ductile iron class 50, unless otherwise approved by the Wastewater Utility.
16. In unimproved areas, manhole to extend minimum 6 inches and
maximum 12 inches above finished grade or must have minimum 2'diameter concrete
ring poured at grade. In paved area, cover must slope in all directions to match paving.
Know what's below.
Call 48 hours before you dig.
7' 1
'B'
T
NOT TO SCALE
MANHOLE FRAME AND COVER
SEE STD. PLAN 401
ADJUSTMENT RINGS (2- MIN.)
SEE NOTE 6
MORTAR JOINT(S) (3/8- MIN.)
SEE NOTE 5
CONE (ECCENTRIC)
RUBBER GASKETED JOINTS IN
ACCORDANCE WITH ASTM C-443
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
LADDER -POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX. PIPE SIZE - 'E'
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
'A'
'B'
I 'C'
'D'
'E'
48" MH
48
6" MIN.
I 5"MIN
24" MIN.
21" I.D.
54" MH
54"
1 8" MIN.
5.5" MIN.
24" MIN.
24" I.D.
60" MH
60"
1 8" MIN.
1 6" MIN.
1 42" MIN.
30" I.D.
NOTES:
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING SHALL BE PER STD. PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF
ADJUSTMENT RINGS, BRICKS AND MORTAR QN1.L BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR
APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR
APPROVED EQUAL.
11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE.
IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
STD. PLAN - 400.1
•I' 1• PUBLIC WORKS STANDARD SANITARY MANHOLE
�J DEPARTMENT
SEPTEMBER 2011
SANITARY MANHOLE
N TS
RECESSED
UFT POCKET
3/4" LEMING -SEINER"
( BOLT �Da (ALLEN HEAD)
58" - 11 X 1.b STAINLESS
sTR:EI.
REF. PART I}D0INil 7
r- -� 1
--3/19"
1 �a" Ir-.••-- t z-1 I2"�
1`
" �1_1`,8"
2-1/4
45' (1 /8) BEND
Not to Scale
FRAME
SAND OR
EXPANDABLE
FOAM
PIPE MATERIAL A5'WECIMD
BY THE ENGINEER
1. jr AND 9- U"N-OUT RINGS AND CVIIERS ON SEINER MAUL SHALL. IN: EAST JO iDAN IRON W RII INC.
Na 36M (PRODUCT NO. DMSM3) OR APPROVED EQUAL CLE.iN OUT SHALL BE A WATER IWT AS5'ENBLY.
2. IN UIRFJPROM AREAS, POUR A V-O" DI CK, 2 -O" SQUARE
CI>wICRE•IE, CLASS 30M PAD AROUND THE MNG ANC COVER.
Pusuc w+om(s I S" ORS" CLEANOt1T
OEPAI4TIArNT FOR SANITARY SEWER MAIN
CLEAN OU T
'TREET GRADE
6" Y BRANCH
VARIES
24"x 24" COMM. CLS. ' i
CONCRETE BLOCK POURED LONG 6/6 SEND
AROUND CONNECTION TO MAIN
e• ..
' ~ A
•. STANDARD 6" X MAIN SIZE 'TEE
. • e 74 .
!' _.---SEWER MAIN
NOTE NOTE;
DO NOT USE WITHOUT WRITTEN TO RAISE TO GRADE
APPROVAL OF THE WASTEWATER USE STANDARDS" SEWER PIPE
UTILITY.
{ STD. PLi1I - 400
PUBLIC WORKS SIDE SEWER RISER_
DEPARTMENT CONNECTION TO SEWER MAIN 11"RCB 20M
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DUNCANSON
29647
Company, Inc.
145 SW 155th Street, Suite 102
Seattle, Washington 98166
3
PER CITY COMMENTS
2
PER RESUBMITTING SCREENING
1
PER CITY COMMENTS
N 0.
REVISION
Phone 206.244.4141
Fax 206.244.4455
CONNECTION TO MAIN
N TS
SURVEYED:
JMB
DESIGNED:
HMD
LTK
9/8/17
HMD
LTK
7/18/17
HMD
DRAWN:
HMD
LTK
7/12/17
HMD
CHECKED:
HMD
BY
DATE
A P P R
APPROVED:
HMD
N TS
SCALE:
SEE PLANS
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
s%�tnN -mat
x. smm MAIN
XK {1mmw AS NEB
MAIN HE X r TEE
ODUWaLD (TTP.)
6 SANITARY
MAIN
1-r omm BTUs
MAN! 912E X e" TEE
�....,,r _. PIOIIPOIITY W1E ,-..--.-
1
FUTURE 4" 8RM 9ETRR
2"r 4" STUD UAMM POST.PANItED
6' CAP "M PITH MR WORD Now STE;IOM
IN I WI AROUND IW VJ
TO TW TOP 9F AND JE WRIE
EIc1OlOED TRH SM.
67GrW SURFACE CLE/WOUT WIN CAST RCN RM ANO WID
1 (EAST JORDAN IRON WORKS PRODUCT ND. 0076M OR
APPROVER EQUAL, SPEWT'SEFIFA" ON UP).
I (SM SM PLAN 44&1 FOR INS AU AIM)
I
I
EAGLE TFE MINED ULM-OUT ADAPIM HUN
M a ":(off AMMO FAUAL)
FUTIRIE 4' OM 5F7AFR
WTE RMSE 6"i 4" REDUMR
�91.E. �lRL� FT]k esec sin. meturiwLa .� ens111Ne Affi11ls'R uuu
A YI]RF1FA OLAY MAN - CUT-N A NEV PVC'TEE' USRI "$IRdIRBAWP REMIS COMM (FFRNOQ OR AFFIROM EQUAL).
B. =CRM MAIN - OUT N A NEW PW '7W LIMA 'SIRONQ- CALk' F1,FSOM WUP1103.(FERMCD OR APP"IF.'D FAU u
a. PYD 6 CM PC MAIN - WT N NEW TEE MC WID COLIPLNOS OR COW-DFtlLLIM Ulm A ROMAC 9AOOLE
(OR ApP11-MO EQUALI
D. DUO U IRON MAIN -• CWIE I INUUM WAM -A RaMAC SADDLE (OR X*W%EO EQUAL)
L MANHOLE CTiR1EC1101_ - ALL CONNECROIIS TO MANHOLES SHALL M AT MMWACTUREO HAIM-OUT$ OR THE 9T mi---+`
SHALL R �.
BLOM
NDFAZMYAL
ZAM
5" MIN. MAINMAIN
or T •a uuu 9s ,ule 48' T4PIGL ME aEil4Jt '
.
! MM Lr3N9t �LC111E9T Ham PLAN. ESVI►RON, SM � HAW A, UM M 9`' COM AT PITY LINE OR! 3-�
I
STANDARD SIDE SEWER SM PIIM -
PUKJCWC KS INSTALLATION
+I.EPAPTMENT2,1
('SEWER MAIN TO PROPERTY LINE) E
SIDE SEWER INSTALLATION
N TS
RECORD DRAWING
NO CHANGES S-395704
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WASTEWATER UTILITY DEVELOPMENT ENGINEERING t %
dchristen 10/19/2017 rnair 10/24/2017
VERTICAL: NAVD 1988
83/1 CITY OF SUNSET'S EDGE TOWNHOMES ` 5/1/17
HORIZONTAL: NAD 193/1991
[;%Rl SEWER DETAILS AND NOTES AGE BOOK:
RENTON
VAZI' 88 DRAWING N0:
NAVE)Planning/Building/Public Works Dept. 701-707 SUNSET BOULEVARD NE, RENTON, WA C2 3
0 SUNSET'S EDGE TOWNHOMES SHEET: 3 OF, 3
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DCI PROJECT NO. 15375