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RFPI ArF FXIgTIN(; F" rnmr
STA. 3+15.0. 3.0' RT.
SSMH#2, 48"
RIM=210.69
IE=203.80, 8" OUT)
IE=203.90, 8" IN)
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30' PUBLIC UTILITY
EASEMENT
INSIDE DROP PER
CITY STANDARD D'
STA n + n n 7A n' RT
RIM=208.12
IE=200.66, 8"�W/IN—DROP)
IE=196.14, 12 (EX.)
NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT
CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL
ALL
SANITARY SIDE
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NORTH 28th STREET; STA. 10+00
PARK AVE NORTH; STA. 20+09.00
I7AM/ A\/C AIf171Ti I. C`TA nn i nn nn
A PORTION OF THE SE 1/4, SW 1/4, SECTION 32, TOWNSHIP 24 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
RFPI ArF FXIgTIN(; F" rnmr
STA. 3+15.0. 3.0' RT.
SSMH#2, 48"
RIM=210.69
IE=203.80, 8" OUT)
IE=203.90, 8" IN)
Q" -1 nnw
30' PUBLIC UTILITY
EASEMENT
INSIDE DROP PER
CITY STANDARD D'
STA n + n n 7A n' RT
RIM=208.12
IE=200.66, 8"�W/IN—DROP)
IE=196.14, 12 (EX.)
NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT
CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL
ALL
SANITARY SIDE
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NORTH 28th STREET; STA. 10+00
PARK AVE NORTH; STA. 20+09.00
I7AM/ A\/C AIf171Ti I. C`TA nn i nn nn
A PORTION OF THE SE 1/4, SW 1/4, SECTION 32, TOWNSHIP 24 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
RFPI ArF FXIgTIN(; F" rnmr
STA. 3+15.0. 3.0' RT.
SSMH#2, 48"
RIM=210.69
IE=203.80, 8" OUT)
IE=203.90, 8" IN)
Q" -1 nnw
30' PUBLIC UTILITY
EASEMENT
INSIDE DROP PER
CITY STANDARD D'
STA n + n n 7A n' RT
RIM=208.12
IE=200.66, 8"�W/IN—DROP)
IE=196.14, 12 (EX.)
NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT
CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL
ALL
SANITARY SIDE
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NORTH 28th STREET; STA. 10+00
PARK AVE NORTH; STA. 20+09.00
I7AM/ A\/C AIf171Ti I. C`TA nn i nn nn
A PORTION OF THE SE 1/4, SW 1/4, SECTION 32, TOWNSHIP 24 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
RFPI ArF FXIgTIN(; F" rnmr
STA. 3+15.0. 3.0' RT.
SSMH#2, 48"
RIM=210.69
IE=203.80, 8" OUT)
IE=203.90, 8" IN)
Q" -1 nnw
30' PUBLIC UTILITY
EASEMENT
INSIDE DROP PER
CITY STANDARD D'
STA n + n n 7A n' RT
RIM=208.12
IE=200.66, 8"�W/IN—DROP)
IE=196.14, 12 (EX.)
NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT
CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL
ALL
SANITARY SIDE
SEWER
STUBS SHALL BE PVC PLACED
AT
MINIMUM SLOPE=2.00%,
TYPICAL.
CALL 811 BEFORE YOU DIG!
UTILITY CONFLICT N OTE:
PROVIDE ETHAFOAM PAD WHEN VERTICAL
SEPARATION IS LESS THAN 1 FOOT.
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
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REVISION
402.2
1/2 PLUG AS DAM
TEE OF APPROPRIATE SIZE
"RELINER" BRAND STAINLESS
STEEL ADJUSTABLE CLAMPING
BRACKETS OR APPROVED EQUAL
3/4 THE DIAMETER OF
THE DOWNSTREAM PIPE
NOTA
1. INSIDE DROPS ARE ONLY TO BE USED UPON XPPROVAL BY THE
WASTEWATER UTILITY SECTION,
2, ALL PIPES ANIS FITTINGS STALL HE SIMILAR SIZE AND MATERIAL
AS INCOMING MAINLINE,
3. MINIMUM SIZE MANHOLE FOR INSIDE DROP CONNECTION SHALL BE
60" DIAMETER.
�'. CONNECTIONS TO MANHOLE SHALL RE FADE USING GPK ADAPTOR,
KKR -3 _SEAL PMTS OR APPROVED EQUAL.
5, VATHIN A 60" DIAMETER MANHOI E. THE MAXIMUM ALLOWA13LE DI AMETEK
OF THE INSIDE DROP PIPING IS 12". INSIDE DROPS EXCEEDING 12" IN
DIAMETER OR MULTIPLE DROPS SHALL BE REVIEWED BY THE WASTEWATER
UTILITY AND MAY REQUIRE A LARGER DIAMETER MANHOLE.
C. "RE -LINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS
OR APPROVED EQUAL SHALL BE INSTALLED WITHIN 6" OF
BOTH BELIE. AND SPIGOT ENDS OF EACH DROP PIPE.
IF DROP PIPE LENGTH EXCEEDS 5 FEET THEA CENTER STRAPS
SHALL BE INSTALLED WITH A MINIMUM SPACING OF 4 FEET
ON CENTER. BRACKETS SHALL BE ATTACHED UTILIZING STAINLESS
STEL EXPANSION BOLTS, MIN. 2 EACH AT CONNECTION POINTS.
+ DEPARTMENT
-PUBLICWORKS
INSIDE IMOD CONNECTION
FOR SANITARY M;NNOLI
SM. PLAN t2
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE
APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 811
S- 383001
SLANI�SCAM
SURVEYING
DESIGNED:
D.L. OFFE, P.E.
DRAWN:
D.L. 0 FEE, P.E. ONE INCH
CHECKED: Al FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
SCALE
VERnCAL: NAVD 1988
HORIZONTAL- NAD 1983/1991
DATUM
'kR
CITY OF
mu
RENTON
Planning/Building/Public Works Dept.
GRAPH/C SCALE
0 15 30 60
1 inch = 30 feet
NANTUCKET SHORT PLAT
NANTUCKET AVENUE, LLC
SEWER PLAN & PROFILE
2820 PARK AVENUE NORTH
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07/14/2015
FIELD130M.
PAGE:
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SEWER GENERAL NOTES
1. ALL WORK AND WORK MATERIALS 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 THE
CITY OF RENTON. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE.
A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX
PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
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 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 PEA GRAVEL 6" 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,
16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE
FINISHED GRADE OR MUST HAVE MINIMUM 2 FOOT DIAMETER CONCRETE RING POURED AT GRADE.
IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
2" CLAc
*2►► .
CLA
CLA
CALL 811
BEFORE YOU
�MW IMIN � MIN � MINI
MIN
OF CURB OR
OF PAVEMENT
DIG!
2" CLASS `B'
;ENTER LINE OR
:ANE LINE
6.5' MIN.
1' 1' 2.5' 1' 1'
MIN MIN MIN MIN MIN
*
ACP CLASS `E' OR `B'
6" CRUSHED
\SURFACING TOP COURSE
\-CRUSHED ROCK,
FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
L6.5' MIN. WHEN PERPENDICULAR TO
2" DEPTH OF ROADWAY CENTERLINE
GRIND OR SAWCUT AND REMOVE ADOPTED
C1TY OF Rd MN
STANDARD PLANS
N -,; LST DATE: 12/s6
* SEE DWG# HR -05 FOR MINIMUM STANDARDS DWG. NAME: HR -23 SP PAGE: H032A
DATE REVISION BY PR
4 TYPICAL PATCH FOR FLEXIBLE PAVEMENT
N.T.S.
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
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04/29/2015 NO.
7* I
MANHOLE FRAME AND COVER
SEE STC. PIAN 401
ADJUSTMENT RINGS (2- MIN.)
SEE NOTE 6
MORTAR JOINT(S) (3/8" MIN,)
SEE NOTE 5
CINE (ECCENMC)
DUBBER GASKETEO JOINTS IN
ACCORDANCE WITH ASTM C-443
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EaUAL,.
LADDER -POLYPROPYLENE
SHALL BE ATTACHED T4 MANHOLE
MAK. PIKE SIZE °E;'
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF,
NOT I'D SCALE
44 .-..l ____7
_.... .... ----
f
48" MH B" # 6!' MIN, 5" MIN 24° MIN. 21" 1.67
54" MIH , 5 P 8"f MIN. 5.5" MIN. , � MIN. 24" 1.D.
160" h4 60" ' IT" MIN. 6" MIN..14�'° I� [N. 3O,t C.D.
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS,
2. STEMS ARE TO BE IN PLACE BEFORE MANHOLE S -ECT' ONS ARE INSTALLED.
. CASTING SHALL BE PER STIP. PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS ANIS CASTING SMALL, BE GROUTED.
6. ADJUSTMENT OI THE-, CASTING TO GRADE SHALL. BE ACCOMPLISHED WITH A C,OWINA TION OF
ADJUSTMENT RINGS, BRICKS ANIS MORTARICY.. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BONN! OR 1/2 BOND, a
`t'. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING
COATED (SEALED) %MTH A HIGH SOLIDS URETHANE COATING WASSER MC -ARO SHIELD OR
APPROVED EQUAL: CC3LOR OFCOATING SHALL BE WHITE:.
8, RUBBER GASKETEO JJOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443
9. CHANNEL HEIGHT SHALL BE AA: MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIP-- E.
10, CONNECTIONS TO MANHOLE SHALL BE NADH" USING GPK ADAPTOR, KKR -N -SEAL_ BOOTS OR
APPROVED EQUAL,
11_ IN UNIMPROVED ARIAS, MANHOLES SHALL. EXTEND A MINIMUM OF - AND A MAXIMUM OF 12"
ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE,
IN PAVED AREAS, COVER MIST SLOPE IN ALL DIRECTIONS TO MATCH PAVING,
PE.IBlic WORKS IMM. PLAN 4004
STANDARD SANITARY IIII4ANHOLE
'
DEPARTMENT
SEP'['EMBE'Ft 201 I
"
f5
BO T'HBLE S 3 PLCS
EQUALLY SPACED 120'
APART ON 23 1/16' C586"m>
DIA B.C, (SEE DETAIL)
COVER BOTTOM VIEW
COVER & FRAME
PLAN VIEW
25' IIIA
CSLT SOC, (ALLEN I5s1635mm 5/81- -11 X 1ss 215mm
1 A'
9MMI RUBBER WASHER
8 3/47 2 i/4211
T YID I I A
COVER SECTION VIEW
EON BOLTING DETAIL
167m)
25 1/4' IIIA
1641mm-3 1/4`
mml
r -:/4f (6mm> DOA c6I
NEOPRENE CASKET
----------
--------.
Ir358c�ars I•r��l
......... __ ___________________________ILL-
5/8'
� S 3/8' DIA CL: OPEN_._
116mm (5 4mm) GASKET GROOVE DETAIL
2 5116' IIIA
34 1/8' DIA
(87mm1 NTI
FRAME SECTION VIEW 1, ALL COVERS SHALL BE LOCKING" LICA PER FAST
JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER). SANITARY (SPECIFY
"SEWER"), , Ofd WATER (SPECIFY "WATER").
� c 0 I SSM. RM -- 401
MANHOLE DEPARTMENT II FAME AND OVER
` DECEMBER 2008
SLANMKTBALI`.
REE SURVEYING
SCALE
DESIGNED:
D.L. OFFE, P.E.
DRAWN:
D.L. OFFE, P.E. ONE INCH
CHECKED: AT FULL SCALE
IF NOT ONE INCH
REVISION BY DATE AP P R APPROVED: SCALE ""GL''
VEanCAL- NMVD Ism
HORIZONTAL• NAD I M/1991
DATUM
BEDDING MATERIAL FOR
SANITARY SEWER PIPE
(SEE NOTE. 5)
FOUNDATION LEVEL.
W (SEE NOTE 7) LIMITS OF PIPE ZONE
. O.D, OF PIPE
rp.
t :
r:
61
BEDDING FOR SANITARY SEWER RIPE
NOTE
1, PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES..
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE
STANDARD SPECIFICATIONS,
. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS"
AS SPECIFIED IN AGGREGATES SECTION OF THE STANDARD
T
SPECIFICATIONS OR PEA GRAVEL.
6. RIPE MUST BE ANCHORED IN SUCH A MANNED AS TO ENSURE FLOW
LNNE IS MAINTAINED.
7, TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE
STANDARD SPECIFICATIONS,
PUBLIC WORKS
DEPA�tTMM
r r c
PROPERTY LINE
FUTURE
6" f3UILI7II+NG SEWER PIPEi BUIL.I� SEWR
- --
3.�2*{x 4" STUD MARKING POST PAINTED
TEE MTN 6" SIDE OUTLET �616XWxs* �WHITE WITH THE RC1 ,!SEWER* STENCILED
"FACE CLEANOUT WITH IN 3" HIGH BLACK LrTTER.S ANIS'tE
CAST IRON RING & 0+0WR WRAPPED AROLI I TETE STUD AND
(EAST JORDAN IRON WORKS EXUDED TO THE TOP OF THE STUD.
2975 OR fWVM� EQ
$g
.: SIS STEL. PLAN 403.1 FOR
SDE -Soto AND auUm XAw INSTALLATION)
AOCEPTASS PROCEDURES POR SIDE SEWER CONNECTIONS To MAIN
LINES ARE AS FOL.LOI
A. VITRIFIED CLAY MAIN - COT IN A NEW SECTION OF SEWER MAIN WITH
A NEW TEE USING FL4EMBLE COUPLINGS
(FERNCO OR APPROVED EQUAL).
6. CONCTE kIAIhI --- CUT IN A NEW SECnON OF SSR MAIN SMITH
A NEW TEE USING FLEXI13LE COUPUNGS
(FERNCO OR APPROVED EQUAL).
C. PVC MAIN - CORE -mil WITH A ROMAC SADME (OR A,PPP'RO'
1EDJAL) OR CUT IN A NEW TEE USING f4GID COUPLINGS
D. oUCiLE IRS MAIN - CORE -DRILLED WITH ,A ROMAsC SADDLE (OR
APPROVED EQUAL)
E. MANHOLE CONNECTION -- ALL CONNECTIONS TO MANI40LES MALL BE
AT MANUFACTURED I<NOCK -f fiS OR THE
STRUCTURE SHALL BE CME -DRILLED.
60" ALLOWABLE MAX.
FOR CAST IRON WIPE
OR DUC*nLE IRON PIPE.
1':3:5 MIX
CONCRETE � 01
BLOCKING . , 10
coo Ili _, SLU E
NOIE
UNLESS OTHERMSE SHOWN ON PLAN. SIDE SEWER SHALL HAVE
A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER
THAN THE LOST HOUSE ELEVATIM V*41CHEVER IS LOQ.
MAIN
HORIZONTAL
PUBLIC WO STANDARDSDEEMt
I l meorALiLATI N
(SKWE#t MAIN T`0 PlIt ►PERTY LINE)
CITY OE
RENTON
Planning/Building/Public Works Dept.
MD. PLAN 4ml
J"UARY 2013
R- 3830 12
S- 383001
RECOMMENDED FOR APPROVAL
By: Date:
By: Date:
By: Date:
By: Date:
NANTUCKET SHORT PLAT
NANTUCKET AVENUE, LLC
SEWER DETAILS / NOTES
2820 PARK AVENUE NORTH
s- 3`b3Dp2
04/28/2015
FlUDSOOK:
PAGE:
DRAWING NO:
SHM. 12 of 20
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SEWER GENERAL NOTES
1. ALL WORK AND WORK MATERIALS 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 THE
CITY OF RENTON. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE.
A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX
PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
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 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 PEA GRAVEL 6" 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,
16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE
FINISHED GRADE OR MUST HAVE MINIMUM 2 FOOT DIAMETER CONCRETE RING POURED AT GRADE.
IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
2" CLAc
*2►► .
CLA
CLA
CALL 811
BEFORE YOU
�MW IMIN � MIN � MINI
MIN
OF CURB OR
OF PAVEMENT
DIG!
2" CLASS `B'
;ENTER LINE OR
:ANE LINE
6.5' MIN.
1' 1' 2.5' 1' 1'
MIN MIN MIN MIN MIN
*
ACP CLASS `E' OR `B'
6" CRUSHED
\SURFACING TOP COURSE
\-CRUSHED ROCK,
FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
L6.5' MIN. WHEN PERPENDICULAR TO
2" DEPTH OF ROADWAY CENTERLINE
GRIND OR SAWCUT AND REMOVE ADOPTED
C1TY OF Rd MN
STANDARD PLANS
N -,; LST DATE: 12/s6
* SEE DWG# HR -05 FOR MINIMUM STANDARDS DWG. NAME: HR -23 SP PAGE: H032A
DATE REVISION BY PR
4 TYPICAL PATCH FOR FLEXIBLE PAVEMENT
N.T.S.
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
L0 000 .
000000 04
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�SS�ONAL
04/29/2015 NO.
7* I
MANHOLE FRAME AND COVER
SEE STC. PIAN 401
ADJUSTMENT RINGS (2- MIN.)
SEE NOTE 6
MORTAR JOINT(S) (3/8" MIN,)
SEE NOTE 5
CINE (ECCENMC)
DUBBER GASKETEO JOINTS IN
ACCORDANCE WITH ASTM C-443
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EaUAL,.
LADDER -POLYPROPYLENE
SHALL BE ATTACHED T4 MANHOLE
MAK. PIKE SIZE °E;'
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF,
NOT I'D SCALE
44 .-..l ____7
_.... .... ----
f
48" MH B" # 6!' MIN, 5" MIN 24° MIN. 21" 1.67
54" MIH , 5 P 8"f MIN. 5.5" MIN. , � MIN. 24" 1.D.
160" h4 60" ' IT" MIN. 6" MIN..14�'° I� [N. 3O,t C.D.
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS,
2. STEMS ARE TO BE IN PLACE BEFORE MANHOLE S -ECT' ONS ARE INSTALLED.
. CASTING SHALL BE PER STIP. PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS ANIS CASTING SMALL, BE GROUTED.
6. ADJUSTMENT OI THE-, CASTING TO GRADE SHALL. BE ACCOMPLISHED WITH A C,OWINA TION OF
ADJUSTMENT RINGS, BRICKS ANIS MORTARICY.. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BONN! OR 1/2 BOND, a
`t'. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING
COATED (SEALED) %MTH A HIGH SOLIDS URETHANE COATING WASSER MC -ARO SHIELD OR
APPROVED EQUAL: CC3LOR OFCOATING SHALL BE WHITE:.
8, RUBBER GASKETEO JJOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443
9. CHANNEL HEIGHT SHALL BE AA: MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIP-- E.
10, CONNECTIONS TO MANHOLE SHALL BE NADH" USING GPK ADAPTOR, KKR -N -SEAL_ BOOTS OR
APPROVED EQUAL,
11_ IN UNIMPROVED ARIAS, MANHOLES SHALL. EXTEND A MINIMUM OF - AND A MAXIMUM OF 12"
ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE,
IN PAVED AREAS, COVER MIST SLOPE IN ALL DIRECTIONS TO MATCH PAVING,
PE.IBlic WORKS IMM. PLAN 4004
STANDARD SANITARY IIII4ANHOLE
'
DEPARTMENT
SEP'['EMBE'Ft 201 I
"
f5
BO T'HBLE S 3 PLCS
EQUALLY SPACED 120'
APART ON 23 1/16' C586"m>
DIA B.C, (SEE DETAIL)
COVER BOTTOM VIEW
COVER & FRAME
PLAN VIEW
25' IIIA
CSLT SOC, (ALLEN I5s1635mm 5/81- -11 X 1ss 215mm
1 A'
9MMI RUBBER WASHER
8 3/47 2 i/4211
T YID I I A
COVER SECTION VIEW
EON BOLTING DETAIL
167m)
25 1/4' IIIA
1641mm-3 1/4`
mml
r -:/4f (6mm> DOA c6I
NEOPRENE CASKET
----------
--------.
Ir358c�ars I•r��l
......... __ ___________________________ILL-
5/8'
� S 3/8' DIA CL: OPEN_._
116mm (5 4mm) GASKET GROOVE DETAIL
2 5116' IIIA
34 1/8' DIA
(87mm1 NTI
FRAME SECTION VIEW 1, ALL COVERS SHALL BE LOCKING" LICA PER FAST
JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER). SANITARY (SPECIFY
"SEWER"), , Ofd WATER (SPECIFY "WATER").
� c 0 I SSM. RM -- 401
MANHOLE DEPARTMENT II FAME AND OVER
` DECEMBER 2008
SLANMKTBALI`.
REE SURVEYING
SCALE
DESIGNED:
D.L. OFFE, P.E.
DRAWN:
D.L. OFFE, P.E. ONE INCH
CHECKED: AT FULL SCALE
IF NOT ONE INCH
REVISION BY DATE AP P R APPROVED: SCALE ""GL''
VEanCAL- NMVD Ism
HORIZONTAL• NAD I M/1991
DATUM
BEDDING MATERIAL FOR
SANITARY SEWER PIPE
(SEE NOTE. 5)
FOUNDATION LEVEL.
W (SEE NOTE 7) LIMITS OF PIPE ZONE
. O.D, OF PIPE
rp.
t :
r:
61
BEDDING FOR SANITARY SEWER RIPE
NOTE
1, PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES..
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE
STANDARD SPECIFICATIONS,
. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS"
AS SPECIFIED IN AGGREGATES SECTION OF THE STANDARD
T
SPECIFICATIONS OR PEA GRAVEL.
6. RIPE MUST BE ANCHORED IN SUCH A MANNED AS TO ENSURE FLOW
LNNE IS MAINTAINED.
7, TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE
STANDARD SPECIFICATIONS,
PUBLIC WORKS
DEPA�tTMM
r r c
PROPERTY LINE
FUTURE
6" f3UILI7II+NG SEWER PIPEi BUIL.I� SEWR
- --
3.�2*{x 4" STUD MARKING POST PAINTED
TEE MTN 6" SIDE OUTLET �616XWxs* �WHITE WITH THE RC1 ,!SEWER* STENCILED
"FACE CLEANOUT WITH IN 3" HIGH BLACK LrTTER.S ANIS'tE
CAST IRON RING & 0+0WR WRAPPED AROLI I TETE STUD AND
(EAST JORDAN IRON WORKS EXUDED TO THE TOP OF THE STUD.
2975 OR fWVM� EQ
$g
.: SIS STEL. PLAN 403.1 FOR
SDE -Soto AND auUm XAw INSTALLATION)
AOCEPTASS PROCEDURES POR SIDE SEWER CONNECTIONS To MAIN
LINES ARE AS FOL.LOI
A. VITRIFIED CLAY MAIN - COT IN A NEW SECTION OF SEWER MAIN WITH
A NEW TEE USING FL4EMBLE COUPLINGS
(FERNCO OR APPROVED EQUAL).
6. CONCTE kIAIhI --- CUT IN A NEW SECnON OF SSR MAIN SMITH
A NEW TEE USING FLEXI13LE COUPUNGS
(FERNCO OR APPROVED EQUAL).
C. PVC MAIN - CORE -mil WITH A ROMAC SADME (OR A,PPP'RO'
1EDJAL) OR CUT IN A NEW TEE USING f4GID COUPLINGS
D. oUCiLE IRS MAIN - CORE -DRILLED WITH ,A ROMAsC SADDLE (OR
APPROVED EQUAL)
E. MANHOLE CONNECTION -- ALL CONNECTIONS TO MANI40LES MALL BE
AT MANUFACTURED I<NOCK -f fiS OR THE
STRUCTURE SHALL BE CME -DRILLED.
60" ALLOWABLE MAX.
FOR CAST IRON WIPE
OR DUC*nLE IRON PIPE.
1':3:5 MIX
CONCRETE � 01
BLOCKING . , 10
coo Ili _, SLU E
NOIE
UNLESS OTHERMSE SHOWN ON PLAN. SIDE SEWER SHALL HAVE
A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER
THAN THE LOST HOUSE ELEVATIM V*41CHEVER IS LOQ.
MAIN
HORIZONTAL
PUBLIC WO STANDARDSDEEMt
I l meorALiLATI N
(SKWE#t MAIN T`0 PlIt ►PERTY LINE)
CITY OE
RENTON
Planning/Building/Public Works Dept.
MD. PLAN 4ml
J"UARY 2013
R- 3830 12
S- 383001
RECOMMENDED FOR APPROVAL
By: Date:
By: Date:
By: Date:
By: Date:
NANTUCKET SHORT PLAT
NANTUCKET AVENUE, LLC
SEWER DETAILS / NOTES
2820 PARK AVENUE NORTH
s- 3`b3Dp2
04/28/2015
FlUDSOOK:
PAGE:
DRAWING NO:
SHM. 12 of 20
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SEWER GENERAL NOTES
1. ALL WORK AND WORK MATERIALS 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 THE
CITY OF RENTON. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE.
A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX
PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
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 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 PEA GRAVEL 6" 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,
16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE
FINISHED GRADE OR MUST HAVE MINIMUM 2 FOOT DIAMETER CONCRETE RING POURED AT GRADE.
IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
2" CLAc
*2►► .
CLA
CLA
CALL 811
BEFORE YOU
�MW IMIN � MIN � MINI
MIN
OF CURB OR
OF PAVEMENT
DIG!
2" CLASS `B'
;ENTER LINE OR
:ANE LINE
6.5' MIN.
1' 1' 2.5' 1' 1'
MIN MIN MIN MIN MIN
*
ACP CLASS `E' OR `B'
6" CRUSHED
\SURFACING TOP COURSE
\-CRUSHED ROCK,
FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
L6.5' MIN. WHEN PERPENDICULAR TO
2" DEPTH OF ROADWAY CENTERLINE
GRIND OR SAWCUT AND REMOVE ADOPTED
C1TY OF Rd MN
STANDARD PLANS
N -,; LST DATE: 12/s6
* SEE DWG# HR -05 FOR MINIMUM STANDARDS DWG. NAME: HR -23 SP PAGE: H032A
DATE REVISION BY PR
4 TYPICAL PATCH FOR FLEXIBLE PAVEMENT
N.T.S.
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
L0 000 .
000000 04
°
00
A ° e
° o
Z°
°
° e °
.,o*. e 27460 e°
0
c�sTER�O°
�SS�ONAL
04/29/2015 NO.
7* I
MANHOLE FRAME AND COVER
SEE STC. PIAN 401
ADJUSTMENT RINGS (2- MIN.)
SEE NOTE 6
MORTAR JOINT(S) (3/8" MIN,)
SEE NOTE 5
CINE (ECCENMC)
DUBBER GASKETEO JOINTS IN
ACCORDANCE WITH ASTM C-443
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EaUAL,.
LADDER -POLYPROPYLENE
SHALL BE ATTACHED T4 MANHOLE
MAK. PIKE SIZE °E;'
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF,
NOT I'D SCALE
44 .-..l ____7
_.... .... ----
f
48" MH B" # 6!' MIN, 5" MIN 24° MIN. 21" 1.67
54" MIH , 5 P 8"f MIN. 5.5" MIN. , � MIN. 24" 1.D.
160" h4 60" ' IT" MIN. 6" MIN..14�'° I� [N. 3O,t C.D.
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS,
2. STEMS ARE TO BE IN PLACE BEFORE MANHOLE S -ECT' ONS ARE INSTALLED.
. CASTING SHALL BE PER STIP. PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS ANIS CASTING SMALL, BE GROUTED.
6. ADJUSTMENT OI THE-, CASTING TO GRADE SHALL. BE ACCOMPLISHED WITH A C,OWINA TION OF
ADJUSTMENT RINGS, BRICKS ANIS MORTARICY.. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BONN! OR 1/2 BOND, a
`t'. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING
COATED (SEALED) %MTH A HIGH SOLIDS URETHANE COATING WASSER MC -ARO SHIELD OR
APPROVED EQUAL: CC3LOR OFCOATING SHALL BE WHITE:.
8, RUBBER GASKETEO JJOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443
9. CHANNEL HEIGHT SHALL BE AA: MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIP-- E.
10, CONNECTIONS TO MANHOLE SHALL BE NADH" USING GPK ADAPTOR, KKR -N -SEAL_ BOOTS OR
APPROVED EQUAL,
11_ IN UNIMPROVED ARIAS, MANHOLES SHALL. EXTEND A MINIMUM OF - AND A MAXIMUM OF 12"
ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE,
IN PAVED AREAS, COVER MIST SLOPE IN ALL DIRECTIONS TO MATCH PAVING,
PE.IBlic WORKS IMM. PLAN 4004
STANDARD SANITARY IIII4ANHOLE
'
DEPARTMENT
SEP'['EMBE'Ft 201 I
"
f5
BO T'HBLE S 3 PLCS
EQUALLY SPACED 120'
APART ON 23 1/16' C586"m>
DIA B.C, (SEE DETAIL)
COVER BOTTOM VIEW
COVER & FRAME
PLAN VIEW
25' IIIA
CSLT SOC, (ALLEN I5s1635mm 5/81- -11 X 1ss 215mm
1 A'
9MMI RUBBER WASHER
8 3/47 2 i/4211
T YID I I A
COVER SECTION VIEW
EON BOLTING DETAIL
167m)
25 1/4' IIIA
1641mm-3 1/4`
mml
r -:/4f (6mm> DOA c6I
NEOPRENE CASKET
----------
--------.
Ir358c�ars I•r��l
......... __ ___________________________ILL-
5/8'
� S 3/8' DIA CL: OPEN_._
116mm (5 4mm) GASKET GROOVE DETAIL
2 5116' IIIA
34 1/8' DIA
(87mm1 NTI
FRAME SECTION VIEW 1, ALL COVERS SHALL BE LOCKING" LICA PER FAST
JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER). SANITARY (SPECIFY
"SEWER"), , Ofd WATER (SPECIFY "WATER").
� c 0 I SSM. RM -- 401
MANHOLE DEPARTMENT II FAME AND OVER
` DECEMBER 2008
SLANMKTBALI`.
REE SURVEYING
SCALE
DESIGNED:
D.L. OFFE, P.E.
DRAWN:
D.L. OFFE, P.E. ONE INCH
CHECKED: AT FULL SCALE
IF NOT ONE INCH
REVISION BY DATE AP P R APPROVED: SCALE ""GL''
VEanCAL- NMVD Ism
HORIZONTAL• NAD I M/1991
DATUM
BEDDING MATERIAL FOR
SANITARY SEWER PIPE
(SEE NOTE. 5)
FOUNDATION LEVEL.
W (SEE NOTE 7) LIMITS OF PIPE ZONE
. O.D, OF PIPE
rp.
t :
r:
61
BEDDING FOR SANITARY SEWER RIPE
NOTE
1, PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES..
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE
STANDARD SPECIFICATIONS,
. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS"
AS SPECIFIED IN AGGREGATES SECTION OF THE STANDARD
T
SPECIFICATIONS OR PEA GRAVEL.
6. RIPE MUST BE ANCHORED IN SUCH A MANNED AS TO ENSURE FLOW
LNNE IS MAINTAINED.
7, TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE
STANDARD SPECIFICATIONS,
PUBLIC WORKS
DEPA�tTMM
r r c
PROPERTY LINE
FUTURE
6" f3UILI7II+NG SEWER PIPEi BUIL.I� SEWR
- --
3.�2*{x 4" STUD MARKING POST PAINTED
TEE MTN 6" SIDE OUTLET �616XWxs* �WHITE WITH THE RC1 ,!SEWER* STENCILED
"FACE CLEANOUT WITH IN 3" HIGH BLACK LrTTER.S ANIS'tE
CAST IRON RING & 0+0WR WRAPPED AROLI I TETE STUD AND
(EAST JORDAN IRON WORKS EXUDED TO THE TOP OF THE STUD.
2975 OR fWVM� EQ
$g
.: SIS STEL. PLAN 403.1 FOR
SDE -Soto AND auUm XAw INSTALLATION)
AOCEPTASS PROCEDURES POR SIDE SEWER CONNECTIONS To MAIN
LINES ARE AS FOL.LOI
A. VITRIFIED CLAY MAIN - COT IN A NEW SECTION OF SEWER MAIN WITH
A NEW TEE USING FL4EMBLE COUPLINGS
(FERNCO OR APPROVED EQUAL).
6. CONCTE kIAIhI --- CUT IN A NEW SECnON OF SSR MAIN SMITH
A NEW TEE USING FLEXI13LE COUPUNGS
(FERNCO OR APPROVED EQUAL).
C. PVC MAIN - CORE -mil WITH A ROMAC SADME (OR A,PPP'RO'
1EDJAL) OR CUT IN A NEW TEE USING f4GID COUPLINGS
D. oUCiLE IRS MAIN - CORE -DRILLED WITH ,A ROMAsC SADDLE (OR
APPROVED EQUAL)
E. MANHOLE CONNECTION -- ALL CONNECTIONS TO MANI40LES MALL BE
AT MANUFACTURED I<NOCK -f fiS OR THE
STRUCTURE SHALL BE CME -DRILLED.
60" ALLOWABLE MAX.
FOR CAST IRON WIPE
OR DUC*nLE IRON PIPE.
1':3:5 MIX
CONCRETE � 01
BLOCKING . , 10
coo Ili _, SLU E
NOIE
UNLESS OTHERMSE SHOWN ON PLAN. SIDE SEWER SHALL HAVE
A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER
THAN THE LOST HOUSE ELEVATIM V*41CHEVER IS LOQ.
MAIN
HORIZONTAL
PUBLIC WO STANDARDSDEEMt
I l meorALiLATI N
(SKWE#t MAIN T`0 PlIt ►PERTY LINE)
CITY OE
RENTON
Planning/Building/Public Works Dept.
MD. PLAN 4ml
J"UARY 2013
R- 3830 12
S- 383001
RECOMMENDED FOR APPROVAL
By: Date:
By: Date:
By: Date:
By: Date:
NANTUCKET SHORT PLAT
NANTUCKET AVENUE, LLC
SEWER DETAILS / NOTES
2820 PARK AVENUE NORTH
s- 3`b3Dp2
04/28/2015
FlUDSOOK:
PAGE:
DRAWING NO:
SHM. 12 of 20
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SEWER GENERAL NOTES
1. ALL WORK AND WORK MATERIALS 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 THE
CITY OF RENTON. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE.
A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX
PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
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 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 PEA GRAVEL 6" 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,
16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE
FINISHED GRADE OR MUST HAVE MINIMUM 2 FOOT DIAMETER CONCRETE RING POURED AT GRADE.
IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
2" CLAc
*2►► .
CLA
CLA
CALL 811
BEFORE YOU
�MW IMIN � MIN � MINI
MIN
OF CURB OR
OF PAVEMENT
DIG!
2" CLASS `B'
;ENTER LINE OR
:ANE LINE
6.5' MIN.
1' 1' 2.5' 1' 1'
MIN MIN MIN MIN MIN
*
ACP CLASS `E' OR `B'
6" CRUSHED
\SURFACING TOP COURSE
\-CRUSHED ROCK,
FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
L6.5' MIN. WHEN PERPENDICULAR TO
2" DEPTH OF ROADWAY CENTERLINE
GRIND OR SAWCUT AND REMOVE ADOPTED
C1TY OF Rd MN
STANDARD PLANS
N -,; LST DATE: 12/s6
* SEE DWG# HR -05 FOR MINIMUM STANDARDS DWG. NAME: HR -23 SP PAGE: H032A
DATE REVISION BY PR
4 TYPICAL PATCH FOR FLEXIBLE PAVEMENT
N.T.S.
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
L0 000 .
000000 04
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c�sTER�O°
�SS�ONAL
04/29/2015 NO.
7* I
MANHOLE FRAME AND COVER
SEE STC. PIAN 401
ADJUSTMENT RINGS (2- MIN.)
SEE NOTE 6
MORTAR JOINT(S) (3/8" MIN,)
SEE NOTE 5
CINE (ECCENMC)
DUBBER GASKETEO JOINTS IN
ACCORDANCE WITH ASTM C-443
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EaUAL,.
LADDER -POLYPROPYLENE
SHALL BE ATTACHED T4 MANHOLE
MAK. PIKE SIZE °E;'
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF,
NOT I'D SCALE
44 .-..l ____7
_.... .... ----
f
48" MH B" # 6!' MIN, 5" MIN 24° MIN. 21" 1.67
54" MIH , 5 P 8"f MIN. 5.5" MIN. , � MIN. 24" 1.D.
160" h4 60" ' IT" MIN. 6" MIN..14�'° I� [N. 3O,t C.D.
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS,
2. STEMS ARE TO BE IN PLACE BEFORE MANHOLE S -ECT' ONS ARE INSTALLED.
. CASTING SHALL BE PER STIP. PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS ANIS CASTING SMALL, BE GROUTED.
6. ADJUSTMENT OI THE-, CASTING TO GRADE SHALL. BE ACCOMPLISHED WITH A C,OWINA TION OF
ADJUSTMENT RINGS, BRICKS ANIS MORTARICY.. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BONN! OR 1/2 BOND, a
`t'. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING
COATED (SEALED) %MTH A HIGH SOLIDS URETHANE COATING WASSER MC -ARO SHIELD OR
APPROVED EQUAL: CC3LOR OFCOATING SHALL BE WHITE:.
8, RUBBER GASKETEO JJOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443
9. CHANNEL HEIGHT SHALL BE AA: MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIP-- E.
10, CONNECTIONS TO MANHOLE SHALL BE NADH" USING GPK ADAPTOR, KKR -N -SEAL_ BOOTS OR
APPROVED EQUAL,
11_ IN UNIMPROVED ARIAS, MANHOLES SHALL. EXTEND A MINIMUM OF - AND A MAXIMUM OF 12"
ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE,
IN PAVED AREAS, COVER MIST SLOPE IN ALL DIRECTIONS TO MATCH PAVING,
PE.IBlic WORKS IMM. PLAN 4004
STANDARD SANITARY IIII4ANHOLE
'
DEPARTMENT
SEP'['EMBE'Ft 201 I
"
f5
BO T'HBLE S 3 PLCS
EQUALLY SPACED 120'
APART ON 23 1/16' C586"m>
DIA B.C, (SEE DETAIL)
COVER BOTTOM VIEW
COVER & FRAME
PLAN VIEW
25' IIIA
CSLT SOC, (ALLEN I5s1635mm 5/81- -11 X 1ss 215mm
1 A'
9MMI RUBBER WASHER
8 3/47 2 i/4211
T YID I I A
COVER SECTION VIEW
EON BOLTING DETAIL
167m)
25 1/4' IIIA
1641mm-3 1/4`
mml
r -:/4f (6mm> DOA c6I
NEOPRENE CASKET
----------
--------.
Ir358c�ars I•r��l
......... __ ___________________________ILL-
5/8'
� S 3/8' DIA CL: OPEN_._
116mm (5 4mm) GASKET GROOVE DETAIL
2 5116' IIIA
34 1/8' DIA
(87mm1 NTI
FRAME SECTION VIEW 1, ALL COVERS SHALL BE LOCKING" LICA PER FAST
JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER). SANITARY (SPECIFY
"SEWER"), , Ofd WATER (SPECIFY "WATER").
� c 0 I SSM. RM -- 401
MANHOLE DEPARTMENT II FAME AND OVER
` DECEMBER 2008
SLANMKTBALI`.
REE SURVEYING
SCALE
DESIGNED:
D.L. OFFE, P.E.
DRAWN:
D.L. OFFE, P.E. ONE INCH
CHECKED: AT FULL SCALE
IF NOT ONE INCH
REVISION BY DATE AP P R APPROVED: SCALE ""GL''
VEanCAL- NMVD Ism
HORIZONTAL• NAD I M/1991
DATUM
BEDDING MATERIAL FOR
SANITARY SEWER PIPE
(SEE NOTE. 5)
FOUNDATION LEVEL.
W (SEE NOTE 7) LIMITS OF PIPE ZONE
. O.D, OF PIPE
rp.
t :
r:
61
BEDDING FOR SANITARY SEWER RIPE
NOTE
1, PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES..
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE
STANDARD SPECIFICATIONS,
. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS"
AS SPECIFIED IN AGGREGATES SECTION OF THE STANDARD
T
SPECIFICATIONS OR PEA GRAVEL.
6. RIPE MUST BE ANCHORED IN SUCH A MANNED AS TO ENSURE FLOW
LNNE IS MAINTAINED.
7, TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE
STANDARD SPECIFICATIONS,
PUBLIC WORKS
DEPA�tTMM
r r c
PROPERTY LINE
FUTURE
6" f3UILI7II+NG SEWER PIPEi BUIL.I� SEWR
- --
3.�2*{x 4" STUD MARKING POST PAINTED
TEE MTN 6" SIDE OUTLET �616XWxs* �WHITE WITH THE RC1 ,!SEWER* STENCILED
"FACE CLEANOUT WITH IN 3" HIGH BLACK LrTTER.S ANIS'tE
CAST IRON RING & 0+0WR WRAPPED AROLI I TETE STUD AND
(EAST JORDAN IRON WORKS EXUDED TO THE TOP OF THE STUD.
2975 OR fWVM� EQ
$g
.: SIS STEL. PLAN 403.1 FOR
SDE -Soto AND auUm XAw INSTALLATION)
AOCEPTASS PROCEDURES POR SIDE SEWER CONNECTIONS To MAIN
LINES ARE AS FOL.LOI
A. VITRIFIED CLAY MAIN - COT IN A NEW SECTION OF SEWER MAIN WITH
A NEW TEE USING FL4EMBLE COUPLINGS
(FERNCO OR APPROVED EQUAL).
6. CONCTE kIAIhI --- CUT IN A NEW SECnON OF SSR MAIN SMITH
A NEW TEE USING FLEXI13LE COUPUNGS
(FERNCO OR APPROVED EQUAL).
C. PVC MAIN - CORE -mil WITH A ROMAC SADME (OR A,PPP'RO'
1EDJAL) OR CUT IN A NEW TEE USING f4GID COUPLINGS
D. oUCiLE IRS MAIN - CORE -DRILLED WITH ,A ROMAsC SADDLE (OR
APPROVED EQUAL)
E. MANHOLE CONNECTION -- ALL CONNECTIONS TO MANI40LES MALL BE
AT MANUFACTURED I<NOCK -f fiS OR THE
STRUCTURE SHALL BE CME -DRILLED.
60" ALLOWABLE MAX.
FOR CAST IRON WIPE
OR DUC*nLE IRON PIPE.
1':3:5 MIX
CONCRETE � 01
BLOCKING . , 10
coo Ili _, SLU E
NOIE
UNLESS OTHERMSE SHOWN ON PLAN. SIDE SEWER SHALL HAVE
A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER
THAN THE LOST HOUSE ELEVATIM V*41CHEVER IS LOQ.
MAIN
HORIZONTAL
PUBLIC WO STANDARDSDEEMt
I l meorALiLATI N
(SKWE#t MAIN T`0 PlIt ►PERTY LINE)
CITY OE
RENTON
Planning/Building/Public Works Dept.
MD. PLAN 4ml
J"UARY 2013
R- 3830 12
S- 383001
RECOMMENDED FOR APPROVAL
By: Date:
By: Date:
By: Date:
By: Date:
NANTUCKET SHORT PLAT
NANTUCKET AVENUE, LLC
SEWER DETAILS / NOTES
2820 PARK AVENUE NORTH
s- 3`b3Dp2
04/28/2015
FlUDSOOK:
PAGE:
DRAWING NO:
SHM. 12 of 20
Q
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uj0
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LU
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Lo
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oLCIrt
= m 1
Z
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SEWER GENERAL NOTES
1. ALL WORK AND WORK MATERIALS 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 THE
CITY OF RENTON. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE.
A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX
PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
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 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 PEA GRAVEL 6" 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,
16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE
FINISHED GRADE OR MUST HAVE MINIMUM 2 FOOT DIAMETER CONCRETE RING POURED AT GRADE.
IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
2" CLAc
*2►► .
CLA
CLA
CALL 811
BEFORE YOU
�MW IMIN � MIN � MINI
MIN
OF CURB OR
OF PAVEMENT
DIG!
2" CLASS `B'
;ENTER LINE OR
:ANE LINE
6.5' MIN.
1' 1' 2.5' 1' 1'
MIN MIN MIN MIN MIN
*
ACP CLASS `E' OR `B'
6" CRUSHED
\SURFACING TOP COURSE
\-CRUSHED ROCK,
FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
L6.5' MIN. WHEN PERPENDICULAR TO
2" DEPTH OF ROADWAY CENTERLINE
GRIND OR SAWCUT AND REMOVE ADOPTED
C1TY OF Rd MN
STANDARD PLANS
N -,; LST DATE: 12/s6
* SEE DWG# HR -05 FOR MINIMUM STANDARDS DWG. NAME: HR -23 SP PAGE: H032A
DATE REVISION BY PR
4 TYPICAL PATCH FOR FLEXIBLE PAVEMENT
N.T.S.
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
L0 000 .
000000 04
°
00
A ° e
° o
Z°
°
° e °
.,o*. e 27460 e°
0
c�sTER�O°
�SS�ONAL
04/29/2015 NO.
7* I
MANHOLE FRAME AND COVER
SEE STC. PIAN 401
ADJUSTMENT RINGS (2- MIN.)
SEE NOTE 6
MORTAR JOINT(S) (3/8" MIN,)
SEE NOTE 5
CINE (ECCENMC)
DUBBER GASKETEO JOINTS IN
ACCORDANCE WITH ASTM C-443
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EaUAL,.
LADDER -POLYPROPYLENE
SHALL BE ATTACHED T4 MANHOLE
MAK. PIKE SIZE °E;'
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF,
NOT I'D SCALE
44 .-..l ____7
_.... .... ----
f
48" MH B" # 6!' MIN, 5" MIN 24° MIN. 21" 1.67
54" MIH , 5 P 8"f MIN. 5.5" MIN. , � MIN. 24" 1.D.
160" h4 60" ' IT" MIN. 6" MIN..14�'° I� [N. 3O,t C.D.
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS,
2. STEMS ARE TO BE IN PLACE BEFORE MANHOLE S -ECT' ONS ARE INSTALLED.
. CASTING SHALL BE PER STIP. PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS ANIS CASTING SMALL, BE GROUTED.
6. ADJUSTMENT OI THE-, CASTING TO GRADE SHALL. BE ACCOMPLISHED WITH A C,OWINA TION OF
ADJUSTMENT RINGS, BRICKS ANIS MORTARICY.. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BONN! OR 1/2 BOND, a
`t'. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING
COATED (SEALED) %MTH A HIGH SOLIDS URETHANE COATING WASSER MC -ARO SHIELD OR
APPROVED EQUAL: CC3LOR OFCOATING SHALL BE WHITE:.
8, RUBBER GASKETEO JJOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443
9. CHANNEL HEIGHT SHALL BE AA: MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIP-- E.
10, CONNECTIONS TO MANHOLE SHALL BE NADH" USING GPK ADAPTOR, KKR -N -SEAL_ BOOTS OR
APPROVED EQUAL,
11_ IN UNIMPROVED ARIAS, MANHOLES SHALL. EXTEND A MINIMUM OF - AND A MAXIMUM OF 12"
ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE,
IN PAVED AREAS, COVER MIST SLOPE IN ALL DIRECTIONS TO MATCH PAVING,
PE.IBlic WORKS IMM. PLAN 4004
STANDARD SANITARY IIII4ANHOLE
'
DEPARTMENT
SEP'['EMBE'Ft 201 I
"
f5
BO T'HBLE S 3 PLCS
EQUALLY SPACED 120'
APART ON 23 1/16' C586"m>
DIA B.C, (SEE DETAIL)
COVER BOTTOM VIEW
COVER & FRAME
PLAN VIEW
25' IIIA
CSLT SOC, (ALLEN I5s1635mm 5/81- -11 X 1ss 215mm
1 A'
9MMI RUBBER WASHER
8 3/47 2 i/4211
T YID I I A
COVER SECTION VIEW
EON BOLTING DETAIL
167m)
25 1/4' IIIA
1641mm-3 1/4`
mml
r -:/4f (6mm> DOA c6I
NEOPRENE CASKET
----------
--------.
Ir358c�ars I•r��l
......... __ ___________________________ILL-
5/8'
� S 3/8' DIA CL: OPEN_._
116mm (5 4mm) GASKET GROOVE DETAIL
2 5116' IIIA
34 1/8' DIA
(87mm1 NTI
FRAME SECTION VIEW 1, ALL COVERS SHALL BE LOCKING" LICA PER FAST
JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER). SANITARY (SPECIFY
"SEWER"), , Ofd WATER (SPECIFY "WATER").
� c 0 I SSM. RM -- 401
MANHOLE DEPARTMENT II FAME AND OVER
` DECEMBER 2008
SLANMKTBALI`.
REE SURVEYING
SCALE
DESIGNED:
D.L. OFFE, P.E.
DRAWN:
D.L. OFFE, P.E. ONE INCH
CHECKED: AT FULL SCALE
IF NOT ONE INCH
REVISION BY DATE AP P R APPROVED: SCALE ""GL''
VEanCAL- NMVD Ism
HORIZONTAL• NAD I M/1991
DATUM
BEDDING MATERIAL FOR
SANITARY SEWER PIPE
(SEE NOTE. 5)
FOUNDATION LEVEL.
W (SEE NOTE 7) LIMITS OF PIPE ZONE
. O.D, OF PIPE
rp.
t :
r:
61
BEDDING FOR SANITARY SEWER RIPE
NOTE
1, PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES..
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE
STANDARD SPECIFICATIONS,
. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS"
AS SPECIFIED IN AGGREGATES SECTION OF THE STANDARD
T
SPECIFICATIONS OR PEA GRAVEL.
6. RIPE MUST BE ANCHORED IN SUCH A MANNED AS TO ENSURE FLOW
LNNE IS MAINTAINED.
7, TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE
STANDARD SPECIFICATIONS,
PUBLIC WORKS
DEPA�tTMM
r r c
PROPERTY LINE
FUTURE
6" f3UILI7II+NG SEWER PIPEi BUIL.I� SEWR
- --
3.�2*{x 4" STUD MARKING POST PAINTED
TEE MTN 6" SIDE OUTLET �616XWxs* �WHITE WITH THE RC1 ,!SEWER* STENCILED
"FACE CLEANOUT WITH IN 3" HIGH BLACK LrTTER.S ANIS'tE
CAST IRON RING & 0+0WR WRAPPED AROLI I TETE STUD AND
(EAST JORDAN IRON WORKS EXUDED TO THE TOP OF THE STUD.
2975 OR fWVM� EQ
$g
.: SIS STEL. PLAN 403.1 FOR
SDE -Soto AND auUm XAw INSTALLATION)
AOCEPTASS PROCEDURES POR SIDE SEWER CONNECTIONS To MAIN
LINES ARE AS FOL.LOI
A. VITRIFIED CLAY MAIN - COT IN A NEW SECTION OF SEWER MAIN WITH
A NEW TEE USING FL4EMBLE COUPLINGS
(FERNCO OR APPROVED EQUAL).
6. CONCTE kIAIhI --- CUT IN A NEW SECnON OF SSR MAIN SMITH
A NEW TEE USING FLEXI13LE COUPUNGS
(FERNCO OR APPROVED EQUAL).
C. PVC MAIN - CORE -mil WITH A ROMAC SADME (OR A,PPP'RO'
1EDJAL) OR CUT IN A NEW TEE USING f4GID COUPLINGS
D. oUCiLE IRS MAIN - CORE -DRILLED WITH ,A ROMAsC SADDLE (OR
APPROVED EQUAL)
E. MANHOLE CONNECTION -- ALL CONNECTIONS TO MANI40LES MALL BE
AT MANUFACTURED I<NOCK -f fiS OR THE
STRUCTURE SHALL BE CME -DRILLED.
60" ALLOWABLE MAX.
FOR CAST IRON WIPE
OR DUC*nLE IRON PIPE.
1':3:5 MIX
CONCRETE � 01
BLOCKING . , 10
coo Ili _, SLU E
NOIE
UNLESS OTHERMSE SHOWN ON PLAN. SIDE SEWER SHALL HAVE
A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER
THAN THE LOST HOUSE ELEVATIM V*41CHEVER IS LOQ.
MAIN
HORIZONTAL
PUBLIC WO STANDARDSDEEMt
I l meorALiLATI N
(SKWE#t MAIN T`0 PlIt ►PERTY LINE)
CITY OE
RENTON
Planning/Building/Public Works Dept.
MD. PLAN 4ml
J"UARY 2013
R- 3830 12
S- 383001
RECOMMENDED FOR APPROVAL
By: Date:
By: Date:
By: Date:
By: Date:
NANTUCKET SHORT PLAT
NANTUCKET AVENUE, LLC
SEWER DETAILS / NOTES
2820 PARK AVENUE NORTH
s- 3`b3Dp2
04/28/2015
FlUDSOOK:
PAGE:
DRAWING NO:
SHM. 12 of 20
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E 194.588"CONC E
194.58' 12"PVC S
ra
SPEED
10
RIM
IE 195.01' 1
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A PORTION OF THE SE 1/4, SW 1/4, SECTION 32, TOWNSHIP 24 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
8" PVC SEWER
EXISTING SIDE SEWER LOT 1 NO AS —BUILT ON INVERT
BUILDING
0 1a`O M1 sr
M1.9 M1 roe
Z1
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FENCE COP"' REBAR &CAP
{ 18"CHERRY LS 5025 LABELED 1'OFFSET
0' nr -p 1.5' OF CORNER
+ 4
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LOT 1
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STA. 3+14.86 3.74' RT.
SSMH 2, 48
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+' IE=203.44, 8" S
IE=203.54, 8"�N)
S89'0 "E 140.02'
FENCE-
1 \ �
ON L I
LOT 7 \
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AREA UNDER °p `V STA. 2+38
* CONSTRUCTION + MIN. FF= 210.00
o °
>, Z + I
FND. REBAR C
LS P25 I
` ROOF HEIGHT
/
225.23'
EXISTING
BUILDING
END I SM
.6'N
.6OF LINE\
FEN. ANGLE
I�
IS 0.9'N OF LINE
S89'
15"E 158.02'
tom'
LOT 2
+
MIN.
FF=206.00
0+04
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N.
FF=
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J_
NJ�IgU E -
(9-10-14 NORTH 28th STREET; STA. 10+00
PARK AVE NORTH; STA. 20+09.00
PARK AVE NORTH; STA. 20+00.00
I I
I I I 315LF., 8" PVC SS@S=2.30%
LOT 6
STA. 1 +70 I
MIN. FF=209.00
�e I
IHED
+' I I I I S ED IS
LOT 5
0. 'E OF LIN,
STA. 1 + 10 I I I
MIN. FF=209.00 I I I
I 30' PUBLIC UT
EASEMENT
I; I
SLOT 4 .1 4`
. � II I
STA. 0+55 +�s
MIN. FF=208.00
I
0.2'E OF LIN
r
SPEED LIMIT
r
10 R
NORTH 28th STREET
12+00 —
121L-MM (f'�W-21 ) —
;�S d
STA. 0+00.79, 3.0' RT. RIM 207.0T11
SEWER MH
RIM 208.01'
SSMH # 1 , 6 0 " DRY WELL96.34' 12"PVC W
RIM=207.87 IE 196.44' 12"PVC E
IE=196.17, 8"�N)—PVC
IE=196.17, 12' E)—D.I.
IE=196.07, 12" W)—D.I.
NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT
CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL
ALL
AT
SANITARY SIDE
MINIMUM SLOPE=2.00%,
SEWER
STUBS SHALL BE PVC PLACED
TYPICAL.
UTILITY CONFLICT NOTE:
PROVIDE ETHAFOAM PAD WHEN VERTICAL
SEPARATION IS LESS THAN 1 FOOT.
CALL 811 BEFORE YOU DIG!
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
wasH0F�.�,
z
27460
FSS�ONAL '��
05/09/2016 NO.
AS -BUILT 05/09/2016
1/2 PLUG AS DAM
TEE OF APPROPRIATE SIZE
SEE TE 2
"RELINER" RAND STAINLESS
STEEL JUSTABLE CLAMPING
BRAG S OR APPROVED EQUAL
90' N D
4 THE DIAMETER OF
E DOWNSTREAM PIPE
NOTES:
1, INSIDE DROPS ARE ONLY BE USED UP APPROVAL BY THE
WASTEWATER UTILITY TION.
/EANDPES AND FIT S SHALL BE SIMILAR SI AND MATERIAL
OMING MAI E.
M SIZE HOLE FOR INSIDE DROP CONNECT SHALL BE
IAMET
CTI TO MANHOLE SHALL BE MADE USING GPK PTOR,
AL BOOTS OR APPROVED EQUAL -
A 60" DIAMETER MANHOLE, THE MAXIMUM ALLOWABLE METER
E INSIDE DROP PIPING IS 12". IN51DE DROPS EXCEEDING " INTER OR MULTIPLE DROPS SHALL BE REVIEWED BY THE WAS ATER
Y AND MAY REQUIRE A LARGER ❑IAMETER MANHOLE.
ER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS
OR APPROVED EQUAL SHALL BE INSTALLED WITHIN 6" OF
BOTH BELL AND SPIGOT ENDS OF EACH DROP PIPE.
IF DROP PIPE LENGTH EXCEEDS 5 FEET THEN CENTER STRAPS
SHALL BE INSTALLED WITH A MINIMUM SPACING OF 4 FEET
ON CENTER. BRACKETS SHALL BE ATTACHED UTILI_ZING STAINLESS
STEEL EXPANSION BOLTS, MIN. 2 EACH AT CONNECTION POINTS.
PUBLIC WORKS INSIDE DROP CONNECTION
31'D. PIJLH — 4C
D1@PARTMR1gT FOR SANITARY MANHOLE
MARCH 2O08
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE
APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 811
LOT:4 LOT 5
LOT 6 LOT 7
LOT 8
26.50
IW
Ld
220 ~
(/)
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EXISTING GRADE
LINE PROFILE
..........
0 .............
U
m ................ .............................................................................................................................................
_
PROPOSED ROAD PROFILE
I�
o
I
WW
Zz
I
210
......................................................................
................+.0.69%.............. ......:................................................
210
..
n
II :-
------ PROPOSED WATER MAIN
I I
a
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------ PROPOSED STORM — -_
--- -
_ _ — — —= = = �- — _
f7__=---=—
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—
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. . ... . . . . . . . . .
I 1
. �r+... . . . . . . . . . ... . . . . . . . . . . . . . . ...
. . . . . . . . . . . . . . ... . . . . . . . . . . . U . ... . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . ...
. . . . . . . . . . . . . ... . . . . ... . . . . .
0
0
2- 30%
200
...................................................................
PVC SS@S
315LF............. .......................:................:......................................
....cn z ..2. 00
000
00-11-
N In:
ACCESS ROAD
C4w �PRIVATE :
N Nw
...............
......
..... ... .................
0+00.793T
.......................................................................... ...........
...............
......STA.
�
SSMH 1, 60';
RIM=207.87
IE=196.17, 8"�N)—PVC
0+00 IE=196.07, 12' W)D.I. 1 +00
2+00
3+00
LANKTREE SURVEYING
DESIGNED:
D.L. OFFE, P.E.
DRAWN:
D.L. OFFE, P.E.
CHECKED:
REVISION BY DATE APPR I APPROVED:
0 mil,.
I ONE INCH I
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
091 CITY OF
mu RENTON
Planning/Building/Public Works Dept.
GRAPHIC SCALE
0 15 30 60
1 inch = 30 feet
NANTUCKET SHORT PLAT
NANTUCKET AVENUE, LLC
SEWER PLAN &PROFILE
2820 PARK AVENUE NORTH
S-383003 � �
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05/09/2016
FIELDBOOK:
PAGE:
SHEET: 11
OF: 20