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Cell 2 Working Daya Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
UTILITY CONFLICT NOTE,'
AS SHOWN ON THESE PLANS ARE BASED OF
ARE SUBJECT TO VARIATION. IF CONFLICTS
R. STRONG CONSULTING ENGINEERS, INC. TO
CONSTRUCTION.
NOTE,'
NE 114 SECTION 14, TOWNSHIP 23 N. RANGE 5 E, W.M.
SADDL EBROOK DI V. II FRONTAGE IMPROVEMENTS
/EMENTS
ALL 7RENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND
STREET OVERLAY DETAIL.
PER SECTION 7 REQUIREMENT FOR PATCHING OVERLAY, OVERLAY WIDTHS, 1. TRENCHES (ROAD
CROSSINGS) D. IF THE OUTSIDE OF THE TRENCHING 15 WITHIN THREE FEET (3) OF ANY ADJACENT
LANE LINE, THE EN77RE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVEO.
VERTICAL DATUM:
NAVD 88 PER CITY OF RENTON VERTICAL CONTROL
BENCHMARK.'
1. CITY OF RENTON CONTROL POINT NO. 2103.• PUNCHED BRASS PLUG SET IN CONCRETE FLUSH WITH
ROAD SURFACE AT THE INTERSECTION OF SE. 128TH STREET AND 1567H AVENUE SE. AKA THE NORTH
QUARTER CORNER OF SECTION 14 -23 -5, ELEVATION = 54794 FEET.
2. CITY OF RENTON CONTROL POINT NO. 1909: CONCRETE MONUMENT WITH TACK IN LEAD PLUG AT
THE INTERSECTION OF SE. 1397H ST. AND 156TH AVENUE SE, ELEVATION = 372.34 FEET.
BASIS OF BEARINGS•
N0029'00 £ BETWEEN THE MONUMENTS FOUND IN PLACE AT THE SOUTH AND NORTH QUARTER
CORNERS OF SECTION 14 -23 -5 PER REF. 2
LEGEND:
FOUND MONUMENT AS NOTED
SET STANDARD KING COUNTY
MONUMENT WITH BRASS DISK STAMPED
"DRS 37555" IN MONUMENT CASE.
FOUND CORNER MONUMENT AS AS
NOTED.
SET 518" X 24" REBAR WITH PLAS77C
CAP STAMPED "DRS 37555"
SET MAG NAIL WITH 1 112" ALUMINUM
WASHER STAMPED "DRS 37555
VBF VERTICAL BOARD FENCE
CLF CHAIN LINK FENCE
0
D.R. STRONG
k j� (� CONSULTING ENGINEERS
1 II 11 In \ ENGINEERS PLANNERS SURVEYORS r::::
10604NE38th PL,H232 KIRKLAND, WA98033
1 1� 0425.827.3063 F425.827,2423
NO
UTILITY CROSSING TABLE
CROSSING NO.
SS
8 WA
SD
CLEARANCE
1
TOP 6" SS= 495.27
1E = 498.81
'-
3.54
2
TOP 6" SS= 495.61
8 1E (OUT) 494.50 (EX.)
1E 12" SD= 499.27
3.66
3
TOP 6" SS= 495.73
156TH AVE SE
1E 12" SD= 499.30
3.57
4
TOP 6" SS= 495.37
1E = 498.92
SSMH 1
"CITY
3.55
5
TOP 6" SS= 495.71
- RENTON STD.. PLAN 406.1 (T)P.)
1E 12" SD= 499.48
3.77
6
TOP 6" SS= 495.83
- --
1E 12" SD= 499.50
3.67
7
TOP 6" SS= 498.07
1E = 500.73
8' lE (OUT) 498.95
2.66
8
TOP 6" SS= 498.77
1E 12" SD= 501.39
2.62
EX. SSMH
72 +90 73 +50 74+10 74 +70 75 +30
GRAPHIC SCALE
0 1.5 30 60
`
1 INCH= 30 FT.
HORIZONTAL
0 5 10 20
1 INCH= 10 FT
VERTICAL
5- 369001
vcNncu: Nnro 190e
HOwm x0D 190'/1991
osslcxE AS NOTED c� ,= CITY 0 F
D. � RENTON
YLP °� "� DATUM
cxccNeO� nr01. sK He Planning/Building/Public Works Dept.
v xm DNe INCH
REVISION BY DATE APPR ^rPHO scu0 nccoeDixcn
MAJ
SADDLEBROOK DIV. II
FRONTAGE IMPROVEMENTS
13422 156TH AVE SE
I_I0IC
06.26.13
�flDBODZ:
x�ce
SS1
STA. 73 +43.63 9.12' L
r
I
RIM 503.73
8' 1E (IN) 494.60 (NEW)
'-
SDE EWER PE
8 1E (OUT) 494.50 (EX.)
RENTON SID.
156TH AVE SE
-
EXISTING
SIDE
SSMH 1
"CITY
- 8 SEWFF MAIN
SJ38
- RENTON STD.. PLAN 406.1 (T)P.)
W17H OF RENTON' LID
;STA. 79+58.26, 9.12' L -
0+
- - --
- --
RIM 508.05
_
73 +00 1
�..
- - - -�
pia +oo -- - - - - --J
8' lE (OUT) 498.95
- -
7 ? +00
11
141
ILI
2
_------------ - -
5
L -
- - --
1
72 +90 73 +50 74+10 74 +70 75 +30
GRAPHIC SCALE
0 1.5 30 60
`
1 INCH= 30 FT.
HORIZONTAL
0 5 10 20
1 INCH= 10 FT
VERTICAL
5- 369001
vcNncu: Nnro 190e
HOwm x0D 190'/1991
osslcxE AS NOTED c� ,= CITY 0 F
D. � RENTON
YLP °� "� DATUM
cxccNeO� nr01. sK He Planning/Building/Public Works Dept.
v xm DNe INCH
REVISION BY DATE APPR ^rPHO scu0 nccoeDixcn
MAJ
SADDLEBROOK DIV. II
FRONTAGE IMPROVEMENTS
13422 156TH AVE SE
I_I0IC
06.26.13
�flDBODZ:
x�ce
SS1
GE
Z
U
I n
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MANHOLE FRAME AND COVER
6' SEE STD. PLAN 401
24' ADJUSTMENT RINGS 12" MIN.)
12" MAX SEE NOTE 6
MORTAR JOINTS) (3/6" MIN.)
SEE NOTE 5
CONE (ECCENTRIC)
RUBBER GASKETED JOINTS IN
ACCORDANCE WITH ASTM C -443
C'
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
7' MIN.
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
L
12 (TYP) LADDER- POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX. PIPE SIZE
CONCRETE SHELF
1%
PRECAST BASE BECTON
.J OR CAST IN SHELF.
i NOT TO •SCALE•
N07S
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTONS 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 CASING SHALL BE GROUTED.
6. ADJUSTMENT OF WE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF
ADJUSTMENT RINGS, BRICKS AND MORTAR ONL 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) MW A HIGH SOLIDS URETHANE COATING; WASHER MC- AROSHIELD OR
APPROVED EQUALI 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 WE 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 PANNG,
Y STD. PLAN - 400.1
g ®� PUBLIC WORKS STANDARD SANITARY MANHOLE
�1� DEPARTMENT
F qO� SEPTEMBER 2011
ya Before You D
UiTdiee Underground�Location Center
(ID,MT,ND,OR,WA)
BEDDING MATERIAL FOR
SANITARY SEWER PIPE
(SEE NOTE 5) ---\
W (SEE NOTE 7)
FOUNDATION LEVEL -.
LIMITS OF PIPE ZONE
111 D1.
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 DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. PIPE INSTALLATION SHALL BE PER SECTION 7 -06 OF THE
STANDARD SPECIFICATIONS,
5. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS"
AS SPECIFIED N THE AGGREGATES BECTON OF THE STANDARD
SPECIFICATIONS OR PEA GRAVEL.
B. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED,
T. TRENCH WDTN SHALL BE PER SECTION 2 -09.4 OF THE
STANDARD SPECIFICATIONS.
NE 714 SECTION 74, TOWNSHIP 23 N. RANGE 5 E, W.M.
SADDLEBROOK DI V. //FRONTAGE IMPROVEMENTS
SEWERS OCTOBER 2012
Cell 2 Working D88a11Dig
SEAL WITH AR 4000 OR
APPROVED EQUAL AND DRY
SAND AFTER PATCHING
PATCHED AREA
A A
COVER
PLAN
NTS
- P -O " -- OUTSIDE DIA.-TV-0 "-� AS APPRO BY
W4" CONCRETE
SECTION A -A
NOTES
REMOVE PAVEMENT AND BASE MATERIALS FOR p DISTANCE
WtlICH IS EQUAL TO ME DIAMETER OF ME iRAME PLUS TWO FEET.
ADJUST CASTING FRAME TO PAVEMENT SURFACE USING RISER RINGS OR
CONCRETE BLOCKS PER STD. PLAN 400.1.
REPLACE ALL BUT TOP 2" OF EXCAVATED MATERIAL N11H
CLASS 3000 CONCRETE (3/4). FINISH PAVEMENT SURFACE
YATH Y OF ASPHALT CUSS "B" OR AS APPROVED BY
THE ENGINEER,
Y
QO.nPUBLIC WORKS TYPICAL UTILITY COVER SIT).
. PLAN - 400.4
ADJUSTMENT FOR
DEPARTMENT PAVEMENT OR OVERLAY
F T6Z DECEMBER 2010
6" BUILDING SEWER
PIPE
1N1H 6" EIRE BURET
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTI
LE IRON PIPE. JZ
fi" SIDE OUTLET TEE
SEWER
6" MIN, MAIN
ONCREIL 6 OCKIN ANGLE
1:3:5 MIX
CONCRETE
BLOCKING
_�ROPERIY LINE
SO RE
BUILDING SEWER
%6 - %6" WYE `2 " 4 STUD MARKING POST PAINTED
Yf, SURFACE CLEAN WT 1N1H WHITE AM ME 1HE 14080 "SEWER' STENCILED
CAST IRON RING k COVER IN 3 HIGH BLACK LETTERS AND LPG N9RE
g WRAPPED AROUND ME STUD AND
(EAST JORDAN IRON WORKS EXTENDED TO THE TOP OF ME STUD, 2975 VE
S Aft APPROp EQUAL.
° SPECIFY "SEWER" ON LID,
SEE 31[1. PLAN 403.1 FOR
INSTALLATION)
I
ACCEPTABLE PROCEDURES FOR 910E SEWER CONNECTIONS TO MAIN I
LINES ARE AS FOLLOWS:
A. NIRIFlED CLAY MAIN - CUT IN A NEW TEE USING FLEXIBLE
COUPLINGS (FERNCO OR APPROVED EQUAL).
B. CONCRETE MAIN - CORE- DRILLEp WITH A SUMAC SADDLE (OR
APPROVED EQUAL),
C. PVC MAIN - CORE- ORILIEII INTI A ROMAC SADOfE (OR APPRDVE)
EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS.
D. DUCTILE IRQY MAIN - CORE- DRILLEp WTI A GONAD SADDLE (OR
APPROVED EQUAL)
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE
AT MANUFACTURED KNOCK -OUTS OR THE
STRUCTURE SHALL BE CORE-DRILLED.
OF TEE AT MAIN OVER 25
ELEVATION
Mo
Np��K p
/VKPxSF 9�Op
y5 p0.E
_ GpN 2% MIN SLOPE
HORIZONTAL
LSEWER MAIN
TYPICA ID SEWER ELEVATION
ELEVATION, WHICHEVER IS LOWER.
PUBLIC }40RICS PIPE BEDDING STD. PLAN - 406
DEPARTMENT FOR SANITARY
_77
PUBLIC WORKS STANDARD SIDE SEWER SID. PLAN - 408.1
DEPARTMENT INSTALLATION
(SEWER MAIN TO PROPERTY LINE) SEPTEMBER 2011
I, D.R. STRONG
CONSULTING ENGINEERS
�j ENGINEERS PLANNERS SURVEYORS
nn \4� 10604 NE 361h PL, #232 KIRKLAND, WA 98033
1 I/ 0425.8223663 F42582Z2423
01• FN
23
DIA B.C. (SEE
rr
SEWER
COVER BOTTOM VIEW
COVER &FRAME
PLAN VIEW
_ 25' DIA.
-.-1
[635mm 1 (3� ) BILL SDG (RLLEN HEAD)
125nn1 5/9-I1 X 15 SS
C39MM] JIJI_ RUBBER WASHER
D 3/4' 2 1/2'
f222mM1
[64nn]
TYP
COVER SECTION VIEW
EON BOLTING DETAIL
_ 26 1/2' If
[673M,]
25 I /4' DI
[641M,]
1
/4' (6mm) DIA
NEOPRENE GASKET
5 /8'31
23 3/B' DIA CL
I6mN [599Mn]
27 5/16' D:
1 1/16' 1/4'
[6nn]
[2TMM] r [2]Mm]
-6. 1 /e• J
[I52 MM]
[3nm1
1
1 /e'
[R3nn]
GASKET GROOVE DETAIL
I-- NOTES,
FRAME SECTION VIEW L ALL COVERS SHALL BE LOCKING LID PER EAST
JORDAN IRON WORKS INC. No. 371701 OR EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
"SEWER"), OR WATER (SPECIFY "WATER ").
12Y Q STD. PLAN - 401
PUBLIC WORKS
MANHOLE FRAME AND COVER
DEPARTMENT
FMO$ DECEMBER 2008
C
i
:RETIE
000
BEND
000, PAD AROUND THE RING AND COVER.
norE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER
THAN THE LOWEST HOUSE
SAND OR
EXPANDABLE
FOAM
WATER TIGHT
PLUG
PIPE MATERIAL AS SPECIFI
ED
BY THE ENGINEER
NOTES:
1. 6" AND 6' CLEANOUT3 ON 3EI4ER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No, 3698 OR EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A 1' -0- THICK, 2' -0' SQUARE
CONCRETE. CLASS 3
(;a
PUBLIC WORKS 8 OR 6 INCH CLEAN -OUT STD. PLAN - 403.1
DEPARTMENT FOR SANITARY SEWER MAINS
qo SEPTEMBER 2011
SANITARY SEWER NOTES AND SPEC I
5- 369002
BDLTHOLES -
EQUALLY SPA
APART ON
FICATIONS:
i. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFlCA770NS 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 SPECIFICAPONS 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.
J. ALL LOCA770N5 OF EXlS77NG 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 0/57URBANCE.
4. APRE- CONSTRUCTION CONFERENCE AND A 24 HOUR NOPCE SHALL BE REQUIRED PRIOR TO
STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL
NECESSARY PERMITS PRIOR TO STARTING CON57RUC770N. (INSPECTION WILL HE 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 BACKFILCING 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.
Z 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 W17H 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. BACXFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS W77H A LOOSE
AVERAGE DEPTH OF 6 INCHES MAXIMUM DEPTH OF 8 INCHES THOROUGHLY TAMPING EACH u rf R ro
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.
i). OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING ]RAVELED ROADWAY SHALL BE
BACKFILLED W77H CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY
THE CITY OF RENTON.
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
SA77SFAC77ON OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE
COMPLEDON OF CONSTRUCTION.
74. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDA PON IN
ACCORDANCE WITH THE STANDARDS AND SPECIFICA DONS OF THE CITY OF RENTON
PLANNING/BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST ED1770N OF THE WS00T 1APW4
STANDARDS AND SPECIFICA AONS, 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 FOUNDA DON MATERIAL, AS WELL AS PLACEMENT AND
COMPACAON OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE 50 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 POLYNNYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034,
SOR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY.
16. IN UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAX /MUM 12 INCHES
ABODE 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.
RECOMMENDED FOR APPOVAL
BY: Date:
BY: Date:
BY: Date:
BY: Date:
SNRhYE°: SCKF.
SADDLEBROOK DIY. II
X°R LONTK. BAD 198]/1991
°EBIGNS15 E � AS NOTED �. yr Y 0 R
� RENTON FRONTAGE IMPROVEMENTS
13422 156TH AVE SE
YLP °�- E I"L"� DATUM
cHECKED� AT �u 6wE Plan FIing/Buiding/PubiC Works Dept.
IF NOT ONE INCH
REVISION BY DATE APPR ADPR�� GW£ AL °DRDINGEY SEWER NOTES AND DETAILS
1 LJ
06.26.13
FlELDBWK:
PsGE
SS2
'A' I
Ill '
'C' '
'D' '
'E'
48" MH 4
48" 6
6" N. 5
5 "MIN 2
24" MIN. 2
21" LD.
54" MH 5
54" 6
6" MIN. 5
5.5" MIN. 2
24" MIN. 2
24" I.D.
60" MH 6
60" e
e" MIN. 6
6" MIN. 4
42" MIN. 3
30" I.D.
W (SEE NOTE 7)
FOUNDATION LEVEL -.
LIMITS OF PIPE ZONE
111 D1.
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 DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. PIPE INSTALLATION SHALL BE PER SECTION 7 -06 OF THE
STANDARD SPECIFICATIONS,
5. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS"
AS SPECIFIED N THE AGGREGATES BECTON OF THE STANDARD
SPECIFICATIONS OR PEA GRAVEL.
B. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED,
T. TRENCH WDTN SHALL BE PER SECTION 2 -09.4 OF THE
STANDARD SPECIFICATIONS.
NE 714 SECTION 74, TOWNSHIP 23 N. RANGE 5 E, W.M.
SADDLEBROOK DI V. //FRONTAGE IMPROVEMENTS
SEWERS OCTOBER 2012
Cell 2 Working D88a11Dig
SEAL WITH AR 4000 OR
APPROVED EQUAL AND DRY
SAND AFTER PATCHING
PATCHED AREA
A A
COVER
PLAN
NTS
- P -O " -- OUTSIDE DIA.-TV-0 "-� AS APPRO BY
W4" CONCRETE
SECTION A -A
NOTES
REMOVE PAVEMENT AND BASE MATERIALS FOR p DISTANCE
WtlICH IS EQUAL TO ME DIAMETER OF ME iRAME PLUS TWO FEET.
ADJUST CASTING FRAME TO PAVEMENT SURFACE USING RISER RINGS OR
CONCRETE BLOCKS PER STD. PLAN 400.1.
REPLACE ALL BUT TOP 2" OF EXCAVATED MATERIAL N11H
CLASS 3000 CONCRETE (3/4). FINISH PAVEMENT SURFACE
YATH Y OF ASPHALT CUSS "B" OR AS APPROVED BY
THE ENGINEER,
Y
QO.nPUBLIC WORKS TYPICAL UTILITY COVER SIT).
. PLAN - 400.4
ADJUSTMENT FOR
DEPARTMENT PAVEMENT OR OVERLAY
F T6Z DECEMBER 2010
6" BUILDING SEWER
PIPE
1N1H 6" EIRE BURET
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTI
LE IRON PIPE. JZ
fi" SIDE OUTLET TEE
SEWER
6" MIN, MAIN
ONCREIL 6 OCKIN ANGLE
1:3:5 MIX
CONCRETE
BLOCKING
_�ROPERIY LINE
SO RE
BUILDING SEWER
%6 - %6" WYE `2 " 4 STUD MARKING POST PAINTED
Yf, SURFACE CLEAN WT 1N1H WHITE AM ME 1HE 14080 "SEWER' STENCILED
CAST IRON RING k COVER IN 3 HIGH BLACK LETTERS AND LPG N9RE
g WRAPPED AROUND ME STUD AND
(EAST JORDAN IRON WORKS EXTENDED TO THE TOP OF ME STUD, 2975 VE
S Aft APPROp EQUAL.
° SPECIFY "SEWER" ON LID,
SEE 31[1. PLAN 403.1 FOR
INSTALLATION)
I
ACCEPTABLE PROCEDURES FOR 910E SEWER CONNECTIONS TO MAIN I
LINES ARE AS FOLLOWS:
A. NIRIFlED CLAY MAIN - CUT IN A NEW TEE USING FLEXIBLE
COUPLINGS (FERNCO OR APPROVED EQUAL).
B. CONCRETE MAIN - CORE- DRILLEp WITH A SUMAC SADDLE (OR
APPROVED EQUAL),
C. PVC MAIN - CORE- ORILIEII INTI A ROMAC SADOfE (OR APPRDVE)
EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS.
D. DUCTILE IRQY MAIN - CORE- DRILLEp WTI A GONAD SADDLE (OR
APPROVED EQUAL)
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE
AT MANUFACTURED KNOCK -OUTS OR THE
STRUCTURE SHALL BE CORE-DRILLED.
OF TEE AT MAIN OVER 25
ELEVATION
Mo
Np��K p
/VKPxSF 9�Op
y5 p0.E
_ GpN 2% MIN SLOPE
HORIZONTAL
LSEWER MAIN
TYPICA ID SEWER ELEVATION
ELEVATION, WHICHEVER IS LOWER.
PUBLIC }40RICS PIPE BEDDING STD. PLAN - 406
DEPARTMENT FOR SANITARY
_77
PUBLIC WORKS STANDARD SIDE SEWER SID. PLAN - 408.1
DEPARTMENT INSTALLATION
(SEWER MAIN TO PROPERTY LINE) SEPTEMBER 2011
I, D.R. STRONG
CONSULTING ENGINEERS
�j ENGINEERS PLANNERS SURVEYORS
nn \4� 10604 NE 361h PL, #232 KIRKLAND, WA 98033
1 I/ 0425.8223663 F42582Z2423
01• FN
23
DIA B.C. (SEE
rr
SEWER
COVER BOTTOM VIEW
COVER &FRAME
PLAN VIEW
_ 25' DIA.
-.-1
[635mm 1 (3� ) BILL SDG (RLLEN HEAD)
125nn1 5/9-I1 X 15 SS
C39MM] JIJI_ RUBBER WASHER
D 3/4' 2 1/2'
f222mM1
[64nn]
TYP
COVER SECTION VIEW
EON BOLTING DETAIL
_ 26 1/2' If
[673M,]
25 I /4' DI
[641M,]
1
/4' (6mm) DIA
NEOPRENE GASKET
5 /8'31
23 3/B' DIA CL
I6mN [599Mn]
27 5/16' D:
1 1/16' 1/4'
[6nn]
[2TMM] r [2]Mm]
-6. 1 /e• J
[I52 MM]
[3nm1
1
1 /e'
[R3nn]
GASKET GROOVE DETAIL
I-- NOTES,
FRAME SECTION VIEW L ALL COVERS SHALL BE LOCKING LID PER EAST
JORDAN IRON WORKS INC. No. 371701 OR EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
"SEWER"), OR WATER (SPECIFY "WATER ").
12Y Q STD. PLAN - 401
PUBLIC WORKS
MANHOLE FRAME AND COVER
DEPARTMENT
FMO$ DECEMBER 2008
C
i
:RETIE
000
BEND
000, PAD AROUND THE RING AND COVER.
norE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER
THAN THE LOWEST HOUSE
SAND OR
EXPANDABLE
FOAM
WATER TIGHT
PLUG
PIPE MATERIAL AS SPECIFI
ED
BY THE ENGINEER
NOTES:
1. 6" AND 6' CLEANOUT3 ON 3EI4ER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No, 3698 OR EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A 1' -0- THICK, 2' -0' SQUARE
CONCRETE. CLASS 3
(;a
PUBLIC WORKS 8 OR 6 INCH CLEAN -OUT STD. PLAN - 403.1
DEPARTMENT FOR SANITARY SEWER MAINS
qo SEPTEMBER 2011
SANITARY SEWER NOTES AND SPEC I
5- 369002
BDLTHOLES -
EQUALLY SPA
APART ON
FICATIONS:
i. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFlCA770NS 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 SPECIFICAPONS 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.
J. ALL LOCA770N5 OF EXlS77NG 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 0/57URBANCE.
4. APRE- CONSTRUCTION CONFERENCE AND A 24 HOUR NOPCE SHALL BE REQUIRED PRIOR TO
STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL
NECESSARY PERMITS PRIOR TO STARTING CON57RUC770N. (INSPECTION WILL HE 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 BACKFILCING 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.
Z 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 W17H 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. BACXFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS W77H A LOOSE
AVERAGE DEPTH OF 6 INCHES MAXIMUM DEPTH OF 8 INCHES THOROUGHLY TAMPING EACH u rf R ro
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.
i). OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING ]RAVELED ROADWAY SHALL BE
BACKFILLED W77H CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY
THE CITY OF RENTON.
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
SA77SFAC77ON OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE
COMPLEDON OF CONSTRUCTION.
74. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDA PON IN
ACCORDANCE WITH THE STANDARDS AND SPECIFICA DONS OF THE CITY OF RENTON
PLANNING/BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST ED1770N OF THE WS00T 1APW4
STANDARDS AND SPECIFICA AONS, 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 FOUNDA DON MATERIAL, AS WELL AS PLACEMENT AND
COMPACAON OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE 50 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 POLYNNYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034,
SOR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY.
16. IN UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAX /MUM 12 INCHES
ABODE 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.
RECOMMENDED FOR APPOVAL
BY: Date:
BY: Date:
BY: Date:
BY: Date:
SNRhYE°: SCKF.
SADDLEBROOK DIY. II
X°R LONTK. BAD 198]/1991
°EBIGNS15 E � AS NOTED �. yr Y 0 R
� RENTON FRONTAGE IMPROVEMENTS
13422 156TH AVE SE
YLP °�- E I"L"� DATUM
cHECKED� AT �u 6wE Plan FIing/Buiding/PubiC Works Dept.
IF NOT ONE INCH
REVISION BY DATE APPR ADPR�� GW£ AL °DRDINGEY SEWER NOTES AND DETAILS
1 LJ
06.26.13
FlELDBWK:
PsGE
SS2
PIPE
1N1H 6" EIRE BURET
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTI
LE IRON PIPE. JZ
fi" SIDE OUTLET TEE
SEWER
6" MIN, MAIN
ONCREIL 6 OCKIN ANGLE
1:3:5 MIX
CONCRETE
BLOCKING
_�ROPERIY LINE
SO RE
BUILDING SEWER
%6 - %6" WYE `2 " 4 STUD MARKING POST PAINTED
Yf, SURFACE CLEAN WT 1N1H WHITE AM ME 1HE 14080 "SEWER' STENCILED
CAST IRON RING k COVER IN 3 HIGH BLACK LETTERS AND LPG N9RE
g WRAPPED AROUND ME STUD AND
(EAST JORDAN IRON WORKS EXTENDED TO THE TOP OF ME STUD, 2975 VE
S Aft APPROp EQUAL.
° SPECIFY "SEWER" ON LID,
SEE 31[1. PLAN 403.1 FOR
INSTALLATION)
I
ACCEPTABLE PROCEDURES FOR 910E SEWER CONNECTIONS TO MAIN I
LINES ARE AS FOLLOWS:
A. NIRIFlED CLAY MAIN - CUT IN A NEW TEE USING FLEXIBLE
COUPLINGS (FERNCO OR APPROVED EQUAL).
B. CONCRETE MAIN - CORE- DRILLEp WITH A SUMAC SADDLE (OR
APPROVED EQUAL),
C. PVC MAIN - CORE- ORILIEII INTI A ROMAC SADOfE (OR APPRDVE)
EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS.
D. DUCTILE IRQY MAIN - CORE- DRILLEp WTI A GONAD SADDLE (OR
APPROVED EQUAL)
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE
AT MANUFACTURED KNOCK -OUTS OR THE
STRUCTURE SHALL BE CORE-DRILLED.
OF TEE AT MAIN OVER 25
ELEVATION
Mo
Np��K p
/VKPxSF 9�Op
y5 p0.E
_ GpN 2% MIN SLOPE
HORIZONTAL
LSEWER MAIN
TYPICA ID SEWER ELEVATION
ELEVATION, WHICHEVER IS LOWER.
PUBLIC }40RICS PIPE BEDDING STD. PLAN - 406
DEPARTMENT FOR SANITARY
_77
PUBLIC WORKS STANDARD SIDE SEWER SID. PLAN - 408.1
DEPARTMENT INSTALLATION
(SEWER MAIN TO PROPERTY LINE) SEPTEMBER 2011
I, D.R. STRONG
CONSULTING ENGINEERS
�j ENGINEERS PLANNERS SURVEYORS
nn \4� 10604 NE 361h PL, #232 KIRKLAND, WA 98033
1 I/ 0425.8223663 F42582Z2423
01• FN
23
DIA B.C. (SEE
rr
SEWER
COVER BOTTOM VIEW
COVER &FRAME
PLAN VIEW
_ 25' DIA.
-.-1
[635mm 1 (3� ) BILL SDG (RLLEN HEAD)
125nn1 5/9-I1 X 15 SS
C39MM] JIJI_ RUBBER WASHER
D 3/4' 2 1/2'
f222mM1
[64nn]
TYP
COVER SECTION VIEW
EON BOLTING DETAIL
_ 26 1/2' If
[673M,]
25 I /4' DI
[641M,]
1
/4' (6mm) DIA
NEOPRENE GASKET
5 /8'31
23 3/B' DIA CL
I6mN [599Mn]
27 5/16' D:
1 1/16' 1/4'
[6nn]
[2TMM] r [2]Mm]
-6. 1 /e• J
[I52 MM]
[3nm1
1
1 /e'
[R3nn]
GASKET GROOVE DETAIL
I-- NOTES,
FRAME SECTION VIEW L ALL COVERS SHALL BE LOCKING LID PER EAST
JORDAN IRON WORKS INC. No. 371701 OR EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
"SEWER"), OR WATER (SPECIFY "WATER ").
12Y Q STD. PLAN - 401
PUBLIC WORKS
MANHOLE FRAME AND COVER
DEPARTMENT
FMO$ DECEMBER 2008
C
i
:RETIE
000
BEND
000, PAD AROUND THE RING AND COVER.
norE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER
THAN THE LOWEST HOUSE
SAND OR
EXPANDABLE
FOAM
WATER TIGHT
PLUG
PIPE MATERIAL AS SPECIFI
ED
BY THE ENGINEER
NOTES:
1. 6" AND 6' CLEANOUT3 ON 3EI4ER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No, 3698 OR EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A 1' -0- THICK, 2' -0' SQUARE
CONCRETE. CLASS 3
(;a
PUBLIC WORKS 8 OR 6 INCH CLEAN -OUT STD. PLAN - 403.1
DEPARTMENT FOR SANITARY SEWER MAINS
qo SEPTEMBER 2011
SANITARY SEWER NOTES AND SPEC I
5- 369002
BDLTHOLES -
EQUALLY SPA
APART ON
FICATIONS:
i. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFlCA770NS 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 SPECIFICAPONS 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.
J. ALL LOCA770N5 OF EXlS77NG 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 0/57URBANCE.
4. APRE- CONSTRUCTION CONFERENCE AND A 24 HOUR NOPCE SHALL BE REQUIRED PRIOR TO
STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL
NECESSARY PERMITS PRIOR TO STARTING CON57RUC770N. (INSPECTION WILL HE 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 BACKFILCING 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.
Z 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 W17H 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. BACXFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS W77H A LOOSE
AVERAGE DEPTH OF 6 INCHES MAXIMUM DEPTH OF 8 INCHES THOROUGHLY TAMPING EACH u rf R ro
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.
i). OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING ]RAVELED ROADWAY SHALL BE
BACKFILLED W77H CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY
THE CITY OF RENTON.
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
SA77SFAC77ON OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE
COMPLEDON OF CONSTRUCTION.
74. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDA PON IN
ACCORDANCE WITH THE STANDARDS AND SPECIFICA DONS OF THE CITY OF RENTON
PLANNING/BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST ED1770N OF THE WS00T 1APW4
STANDARDS AND SPECIFICA AONS, 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 FOUNDA DON MATERIAL, AS WELL AS PLACEMENT AND
COMPACAON OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE 50 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 POLYNNYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034,
SOR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY.
16. IN UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAX /MUM 12 INCHES
ABODE 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.
RECOMMENDED FOR APPOVAL
BY: Date:
BY: Date:
BY: Date:
BY: Date:
SNRhYE°: SCKF.
SADDLEBROOK DIY. II
X°R LONTK. BAD 198]/1991
°EBIGNS15 E � AS NOTED �. yr Y 0 R
� RENTON FRONTAGE IMPROVEMENTS
13422 156TH AVE SE
YLP °�- E I"L"� DATUM
cHECKED� AT �u 6wE Plan FIing/Buiding/PubiC Works Dept.
IF NOT ONE INCH
REVISION BY DATE APPR ADPR�� GW£ AL °DRDINGEY SEWER NOTES AND DETAILS
1 LJ
06.26.13
FlELDBWK:
PsGE
SS2
w
z
U QW
O
D!
a Y
0
0
ry
m
W
J
r)
Q
U7
CE
a
0
ei
m
m
55MW 1
R,1na S09.06 AS
g•IQ (s0i�s499.77 AB
NE 114 SECTION 14, TOWNSHIP 23 N, R.,4 NGE 5 E, W. M..
SADDL EBROOK DI V. //
�I I
I
' I I
I
�7 8
i
UALITY CONFLICT NOTE.•
If
�I! I
;I
r�' I
: r.&. 011.DU ;, 1 1 .:f 1 1 ,,..
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF
ALL EXISTING U77LI77ES WHETHER SHOWN DN THESE PLANS OR NOT BY P07HOLING THE U77LI77ES AND
SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
CALLING UTILITY LOCATE AT 1 -800- 424 -5555 AND THEN POTHOUNG ALL OF THE EXISTING UTILITIES
AT LOCATIONS OF NEW U77UTY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST.
LOCATIONS OF SAID U77U77ES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
SHALL CONSULT D.R. STRONG CONSUL 77NG ENGINEERS INC. TO RESOLVE ALL PROBLEMS PRIOR TO
PROCEEDING WITH CONSTRUCTION.
NOTE.•
ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND
STREET OVERLAY DETAIL.
PER SECTION 7 REQUIREMENT FOR PATCHING OVERLAY, OVERLAY WIDTHS, 1. TRENCHES (ROAD
CROSSINGS) D. IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3) OF ANY ADJACENT
LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPA VED.
SIDE SEWER NOTE.•
SIDE SEWER STUBS PER RENTON STANDARD PLAN 406.1
Cal 2 Worft Days Before You Dig
U7,wee Ulxbrground8 11Lo bm Center
(D,Mr,ND,ORWA)
LEGAL DESCRIPTION.•
THE SOUTH 130 FEET OF LOT 5 IN BLOCK 2 OF ✓ANETTS RENTON BOULEVARD TRACTS ACCORDING TO
PLAT RECORDED IN VOLUME 17 OF PLATS AT PAGE(S) 60, IN KING COUNTY, WASHINGTON;
EXCEPT THE EAST 290 FEET THEREOF.
VERTICAL DATUM:
NAVO 88 PER CITY OF RENTON VERTICAL CONTROL
BENCHMARK.•
1. CITY OF RENTON CONTROL POINT NO, 2103: PUNCHED BRASS PLUG SET IN CONCRETE FLUSH WI7H
ROAD SURFACE AT THE INTERSECTION OF SE 128TH STREET AND 156TH AVENUE SE. AKA THE NORTH
QUARTER CORNER OF SECTION 14 -23 -5, ELEVATION = 547.94 FEET.
2. CITY OF RENTON CONTROL POINT NO 1909: CONCRETE MONUMENT WITH TACK IN LEAD PLUG AT
THE INTERSECTION OF SE. 139TH ST. AND 156TH AVENUE SE., ELEVATION = 372.34 FEET.
BASIS OF BEARINGS.•
N0079'00 7E BETWEEN THE MONUMENTS FOUND IN PLACE AT THE SOUTH AND NORTH QUARTER
CORNERS OF SECTION 14 -23 -5 PER REF. 2
D.R. STRONG
CONSULTING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
6207THAVENUE KIRKIAND, WA 98033
0425.827.3063 F425.827,2423
NO.
REVISION
UALITY CROSSING TABLE
CROSSING NO. SS 8 WA SD CLEARANCE
1 TOP 6" SS= 495.27 1E = 498.81 3.54
2 TOP 6" SS= 495.61 1E 12" SD= 499.27 366
3 TOP 6" SS= 495.73 IF 12" SD= 499.30 3.57
4 TOP 6" SS= 49537 IE = 498.92 3.55
5 TOP 6" SS= 495.71 IE 12" SD= 499.48 3.77
6 TOP 6" SS =49583 IE 12" 50= 499.50 3.67
7 TOP 6" SS= 498.07 1E = 500.73 2.66
8 TOP 6" SS= 498.77 1E 12" SD= 501.39 2.62
vEmlCx: Nnro isee Al 0 E
SJS AS NOTED HOVIZO"ru: W iae5 /1991 Q
DES �N of �.
D.: 'ELL RENTON
�A ME WCN ^.w YI
CHECHEo-� ♦T rouE Planning/Building/Public Works Dept.
IF NOT ONE INCH
BY DATE APPR �r� IIAI 5C°ECOP01NEY
LEGEND:
FOUND MONUMENT AS NOTED
SET STANDARD KING COUNTY
MONUMENT WITH BRASS DISK STAMPED
DRS 37555" IN MONUMENT CASE.
.. FOUND CORNER MONUMENT AS AS
NOTED.
SET 518" X 24" REBAR WITH PLASTIC
CAP STAMPED "DRS 37555"
SET MAG NAIL WITH 1 112" ALUMINUM
WASHER STAMPED "DRS 37555
WF VERTICAL BOARD FENCE
CLF CHAIN LINK FENCE
DAKD 60AdrR r --rraN
WRST6 WATER !SC -WER SrlL aT6, ZN 7H6
/VoT ys �-,e urztsTX N BE
THE
ws Lt
5719NVARD DEfAU- �RoTECr.
O ffuCa6 LE ON THE
5- 369005
RECOMMENDED FOR APPOVA
BY Date
N O F2T H BY: - ��� Date:iN �
GRAPHIC SCALE BY: Date:
0 10 20 40 BY: Date:
1 INCH = 20 FT.
aTe
SADDLEBROOK DIV. II DBE08. 1J
SEWER EXTENTION PLAN
ORnWY 1IJ
SS1
Cl', S -3rRDd 3
Tp
a �1
�r
c
a ^0 N
0
oho
<w
01
O
vEmlCx: Nnro isee Al 0 E
SJS AS NOTED HOVIZO"ru: W iae5 /1991 Q
DES �N of �.
D.: 'ELL RENTON
�A ME WCN ^.w YI
CHECHEo-� ♦T rouE Planning/Building/Public Works Dept.
IF NOT ONE INCH
BY DATE APPR �r� IIAI 5C°ECOP01NEY
LEGEND:
FOUND MONUMENT AS NOTED
SET STANDARD KING COUNTY
MONUMENT WITH BRASS DISK STAMPED
DRS 37555" IN MONUMENT CASE.
.. FOUND CORNER MONUMENT AS AS
NOTED.
SET 518" X 24" REBAR WITH PLASTIC
CAP STAMPED "DRS 37555"
SET MAG NAIL WITH 1 112" ALUMINUM
WASHER STAMPED "DRS 37555
WF VERTICAL BOARD FENCE
CLF CHAIN LINK FENCE
DAKD 60AdrR r --rraN
WRST6 WATER !SC -WER SrlL aT6, ZN 7H6
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THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION DIMENSION, AND DEPTH OF
ALL EXISTING U77LI77ES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND
SURVEYING THE HORIZONTAL AND VER77CAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
CALLING U77UTY LOCATE AT 1 -800- 424 -5555 AND THEN P07HOLING ALL OF THE EXIS77NG UTILITIES
AT LOCA7701VS OF NEW U77UTY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST.
LOCATIONS OF SAID U77U77ES AS SNOW ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
SHALL CONSULT D.R. STRONG CONSULTING ENGINEERS INC. TO RESOLVE ALL PROBLEMS PRIOR TO
PROCEEDING WI771 CONSTRUCTION.
NOTE.•
ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND
STREET OVERLAY DETAIL
PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS 1. TRENCHES (ROAD
CROSSINGS) A IF 774E OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3) OF ANY ADJACENT
LANE LINE, THE EN77RE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED,
SIDE SEWER NOTE.•
SIDE SEWER STUBS PER REN770M STANDARD PLAN 406.1
Cal 2 Working Days Before You Dig
Underground Location Oenter
(ID,Wr,ND,OR,WA)
NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M..
SADDL EBR00K D1 V. ll
LEGAL DESCRIPTION_
THE SOUTH 130 FEET OF LOT 5 IN BLOCK 2 OF ✓ANETTS RENTON BOULEVARD TRACTS, ACCORDING TO
PLAT RECORDED IN VOLUME 17 OF PLATS AT PAGE(S) 60, IN KING COUNTY, WASHINGTON;
EXCEPT THE EAST 290 FEET THEREOF.
VER77CAL DATUM.
NAVD 88 PER CITY OF RENTON VER77CAL CONTROL
BENCHMARK.•
1. CITY OF RENTON CONTROL POINT NO. 1 : PUNCHED L 0 2 03 87H ED BRASS PLUG H AVENUE CONCRETE
FLUSH Wi7H
ROAD SURFACE AT THE C70N 14-03 5, LE 128TH STREET AND 156TH AVENUE SE. AKA THE NORTH
QUARTER CORNER OF SECTION 14 -23 -5, ELEVATION = 54794 FEET.
2. C17-Y OF RENTON CONTROL POINT NO 1909: CONCRETE MONUMENT WITH TACK IN LEAD PLUG AT
THE INTERSECT70N OF SE. 139TH ST. AND 1567H AVENUE SE., ELEVATION = 372.34 FEET.
BASIS OF BEARINGS.•
N0029.00 E BETWEEN THE MONUMENTS FOUND IN PLACE AT THE SOUTH AND NORTH QUARTER
CORNERS OF SECTION 14 -23 -5 PER REF. 2
D.R. STRONG
CONSULTING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
6207THAVENUE KIRKLAND, WA 98033
0425827.3063 F 425 827 2423
U77LITY CROSSING TABLE
CROSSING NO.
SS
8 WA
SD
CLEARANCE
1
TOP 6" SS= 495.27
IF = 498.81
354
2
TOP 6" SS= 49561
/E 12" SD= 499.27
s
3
TOP 6" SS= 495.73
/E 12" SD= 499.30
357
4
TOP 6" SS= 495.37
/E = 498.92
I
5
TOP 6" SS= 49571
IF 12" SD= 499.48
477
6
TOP 6" SS= 495.83
/E 12" SD= 499.50
367
�
TOP 6" SS= 498.07
/E = 500.73
2.66
of
TOP 6" SS= 498.77
/E 12" SD= 501.39
262
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RIM 50473
8" lE (IN) 494.60 (NEWj ICI
B" 1E (OUT) 494.50 (EX) I L A
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499.95_
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I
5.89X IE 50W.00
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- -- - --
F
,t. --
1•a ( nf^
i
e L I
_ 11 +00
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION DIMENSION, AND DEPTH OF
ALL EXISTING U77LI77ES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND
SURVEYING THE HORIZONTAL AND VER77CAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
CALLING U77UTY LOCATE AT 1 -800- 424 -5555 AND THEN P07HOLING ALL OF THE EXIS77NG UTILITIES
AT LOCA7701VS OF NEW U77UTY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST.
LOCATIONS OF SAID U77U77ES AS SNOW ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
SHALL CONSULT D.R. STRONG CONSULTING ENGINEERS INC. TO RESOLVE ALL PROBLEMS PRIOR TO
PROCEEDING WI771 CONSTRUCTION.
NOTE.•
ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND
STREET OVERLAY DETAIL
PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS 1. TRENCHES (ROAD
CROSSINGS) A IF 774E OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3) OF ANY ADJACENT
LANE LINE, THE EN77RE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED,
SIDE SEWER NOTE.•
SIDE SEWER STUBS PER REN770M STANDARD PLAN 406.1
Cal 2 Working Days Before You Dig
Underground Location Oenter
(ID,Wr,ND,OR,WA)
NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M..
SADDL EBR00K D1 V. ll
LEGAL DESCRIPTION_
THE SOUTH 130 FEET OF LOT 5 IN BLOCK 2 OF ✓ANETTS RENTON BOULEVARD TRACTS, ACCORDING TO
PLAT RECORDED IN VOLUME 17 OF PLATS AT PAGE(S) 60, IN KING COUNTY, WASHINGTON;
EXCEPT THE EAST 290 FEET THEREOF.
VER77CAL DATUM.
NAVD 88 PER CITY OF RENTON VER77CAL CONTROL
BENCHMARK.•
1. CITY OF RENTON CONTROL POINT NO. 1 : PUNCHED L 0 2 03 87H ED BRASS PLUG H AVENUE CONCRETE
FLUSH Wi7H
ROAD SURFACE AT THE C70N 14-03 5, LE 128TH STREET AND 156TH AVENUE SE. AKA THE NORTH
QUARTER CORNER OF SECTION 14 -23 -5, ELEVATION = 54794 FEET.
2. C17-Y OF RENTON CONTROL POINT NO 1909: CONCRETE MONUMENT WITH TACK IN LEAD PLUG AT
THE INTERSECT70N OF SE. 139TH ST. AND 1567H AVENUE SE., ELEVATION = 372.34 FEET.
BASIS OF BEARINGS.•
N0029.00 E BETWEEN THE MONUMENTS FOUND IN PLACE AT THE SOUTH AND NORTH QUARTER
CORNERS OF SECTION 14 -23 -5 PER REF. 2
D.R. STRONG
CONSULTING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
6207THAVENUE KIRKLAND, WA 98033
0425827.3063 F 425 827 2423
U77LITY CROSSING TABLE
CROSSING NO.
SS
8 WA
SD
CLEARANCE
1
TOP 6" SS= 495.27
IF = 498.81
354
2
TOP 6" SS= 49561
/E 12" SD= 499.27
3.66
3
TOP 6" SS= 495.73
/E 12" SD= 499.30
357
4
TOP 6" SS= 495.37
/E = 498.92
455
5
TOP 6" SS= 49571
IF 12" SD= 499.48
477
6
TOP 6" SS= 495.83
/E 12" SD= 499.50
367
7
TOP 6" SS= 498.07
/E = 500.73
2.66
e
TOP 6" SS= 498.77
/E 12" SD= 501.39
262
CITY OF
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RENTON
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NO. REVISION BY DATE APPR ^ Sw nMMNGEY
YA1
LEGEND:
FOUND MONUMENT AS NOTED
SET STANDARD KING COUNTY
MONUMENT WITH BRASS DISK STAMPED
DRS 37555" IN MONUMENT CASE.
,. FOUND CORNER MONUMENT AS AS
NOTED.
SET 518" X 24" REBAR PITH PLASTIC
CAP STAMPED "DRS 37555"
SET MAG NAIL WITH 1 112" ALUMINUM
WASHER STAMPED "DRS 37555
VgF VER77CAL BOARD FENCE
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N O F2T H BY: R4:11L Date:9"r;
GRAPHIC SCALE BY: Date:
0 10 20 40 gY: Date:
momw 1 INCH = 20 FT.
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SEWER EXTENTION PLAN
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