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SOUTH 132ND STREET
SEWER EXTENSION PROJECT
LEGEND
SHEET TITLE
EXISTING
COVER
PROPOSED
' —' -1 4 ''~'��� -�E
��
SANITARY SEWER
4
04
SANITARY SEWER MANHOLE
CITY OF RENTON STD. DETAILS
6
MISC. DETAILS
7
TESC DETAILS
SIDE SEWER STUB —OUT
PLANTING &SOIL STABILIZATION PLAN
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ISTER: �'
IONAL
►IFV's
CRD SHT. 1 OF 8
REVISED TO INDICATE
CONSTRUCTION RECORDS
FIELD REP: PAT MILLER
REVISED BY: STEPHANIE M. ARID
DATE: 2/20/2015
CONTRACTOR: A ADVANCED SEPTIC SERVICES, INC.
WWP m 27 m 3685
;21 ntec
11130 NE 33rd Place, Bellevue WA 98004
phone: (425) 869 -9448 www.stantec.com
CITY OF RENTON
1055 SOUTH GRADY WAY
RENTON, WASHINGTON 98057
CONTACT PERSONNEL,
JOHN HOBSON
DAVE CHRISTENSEN
PROJECT ENGINEER
WASTEWATER UTILITY
EMERGENCY
ONE CALL
(425) 430 -7279
(425) 430 -7212
911
1- 800 -424 -5555
LEGEND
SHEET N0.
SHEET TITLE
1
COVER
2
CONSTRUCTION BASELINE PLAN
3
SEWER PLAN AND PROFILE
4
SEWER PLAN AND PROFILE
5
CITY OF RENTON STD. DETAILS
6
MISC. DETAILS
7
TESC DETAILS
8
PLANTING &SOIL STABILIZATION PLAN
S 128TH sr -
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2662.41' (COR)
N87.34.04 "W (F)
2662.41'(F)
Stantec
11130 NE 33rd Place, Bellevue WA 98004
phone: (425) 869 -9448 www.stantec.com
CITY C
POINT
CITY CONTROL
POINT #1853
n A ri nk Ire ^Tr%r- --T
BASELINE "A"
�4105
NUMBER
NORTHING
FASTING
ELEVATION
DESCRIPTION
10001
179907.89
1295309.36
235.52'
PK /FLAGGING NORTH ASPH SHLDR
10002
179917.82
1295080.37
239.43'
PK /WASHER NORTH ASPH SHLDR
10003
179699.74
1295090.38
220.22'
MAG /FLAGGING EAST E /ASPH
10004
179564.94
1295084.61
227.77'
NAIL /FEATHER 2' EAST OF END OF FENCE
PT#
NORTHING
FASTING
STATION
DESCRIPTION
100
179907.66
1294985.82
0 +00
BEGIN BASELINE
101
179885.81
1295485.35
1 5 +00
END BASELINE
LINE
BEARING
DISTANCE
L1
N87'29'41 "E
500.00'
BASELINE
PT#
NORTHING
EASTING
STATION
DESCRIPTION
102
179899.03
1295183.09
0 +00
BEGIN BASELINE
103
179752.26
1295179.77
1+47
ANGLE BREAK
104
179709.63
1295211.31
2 +00
ANGLE BREAK
105
179558.17
1295207.88
3 +51
END BASELINE
LINE
BEARING
DISTANCE
L2
N 1'17'53 "E
146.07'
L3
N76'25'58 "E
53.03'
L4
N 1 '17' 53 "E
151.50'
S- 368502
REVISED TO INDICATE
CONSTRUCTION RECORDS
FIELD REP: PAT MILLER
REVISED BY: STEPHANIE M. ARD
DATE: 2/20/2015
CONTRACTOR: A ADVANCED SEPTIC SERVICES, INC.
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A= 236.82
S 132ND STREET
SSMH
STA. 1+98.58, 7,23' RT
PER STD. PLAN 400.1
CB
RIM = 238.42
12 "ADS W= 234.49
12 "ADS E= 234.49
GRAVEL
EDGE
NE 13 -23 -4
I CB--\
RIM= 234.13
IE 12 "ADS W= 230.88
IE 12 "CMP NE= 231.43 CB
IE 12" ADS S= 230.73 RIM = 233.83
IE 12 "CMP E= 231.93
SDI IE 12 "CMP S= 231.93
GCB CB IE 12 "CMP E: - 232.21 "
�, IE 12 CMP W= 232.03
RAM =236 RIM= 234.67
,2 "ADS 4= 233.V2
!E ' 2"ADS W= 231.07 l
12„A DS E=233 02 !E 12 "ADS E= 231.07
,
rENCE GRAVE EDGE PITCH
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k C TRENCH OVERLAY
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PER STD. PLAN 400.1 �- --
SIDE SEWER M 0.4'CONC 5'HY
CONNECTION (TYP) cuRB
PER STD. PLAN 406.1 0 PASTURE
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FOR CONTINUATION SEE SHT. 4
Oi SEWER CONNECTION LOCATIONS WERE
DETERMINED IN FIELD WITH PROPERTY
OWNER.
250
240
230
220
210
aoo
SSMH 06, 48wO
STA. 0+ 18.56
RIM = 239.65
SSMH E S A - $
RIM = 238.03
IE =225.33 W
IE =225,26 E
IE = 224.89 S
1+00 2 +00
Stantec
11130 NE 33rd Place, Bellevue WA 98004
phone: (425) 869 -9448 www.stantec.com
SCALE
20 0 20 40
(FEET)
1 INCH = 20 FT
N0.
REVISION
SURVEYED:
MJL
DESIGNED:
EJW /SMA
DRAWN:
SMA
CHECKED:
B Y DATE A P P R APPROVED
CONTRACTOR REPLACED TRAFFIC
BUTTONS AND FOGLINES (TYP)
IE 12 "ADS S= 227 74
SSMH
STA, 4 +54,30, 9.08' RT
PER STD. PLAN 400.1
3I Q
256 LF 8" PVC O 0.0050 FT/FT 18" MAN COVER
3 +00
SCALE:
1 " =20'
ONE INCH
r AT FULL SCALE
F NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL NAv'D 7988
HORIZONTAL NAD 1983, 1991
AL�s
DATUM
4 +00
5- 368503
t &0 CJY OF
,4R
RENTO��
Planning /Building /Public Works Dept.
_ I SSMH 059 48"0
S TA, 4 + 54,14
RI-M = 234.16
1E =226.54 W
REVISED TO INDICATE
CONSTRUCTION RECORDS
FIELD REP: PAT MILLER
REVISED BY: STEPHANIE M. ARD
DATE. 2/20/2015
CONTRACTOR: A ADVANCED SEPTIC SERVICES, INC.
8 "PVC PIPE: 436 L.F. SDR35
MANHOLES: 3-48 It CONCRETE
SERVICES: 1- SERVICE
SOUTH 132ND STREET
SEWER EXTENSION PROJECT
SEWER PLAN AND PROFILE
♦�S *ALlc
WA
■ ✓` �, 2 ■
�G R 38087 O �'
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CRD SHT. 3 OF 8
DATE
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PAGE
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REVISED TO INDICATE
CONSTRUCTION RECORDS
FIELD REP: PAT MILLER
REVISED BY: STEPHANIE M. ARD
DATE: 2/20/2015
CONTRACTOR: A ADVANCED SEPTIC SERVICES, INC.
8 "PVC PIPE: 339 L.F. SDR35
MANHOLES: 3 -48" CONCRETE
1-54" CONCRETE
SERVICES: 4— SERVICE
St ntec
11130 NE 33rd Place, Bellevue WA 98004
phone: (425) 869 -9448 www.stantec.com
NE 13 -23-4
FOR CONTINUATION SEE SHT. 3
X
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FENCE
U I BILK 20
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RIM = 236.72 2'4480 -0535
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12 "ADS E= 233.02 0- SSMH
w Cn
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STA. 2 +00.52, -0.85 LT
20 Pi xQ
LOT 5 PER STD. PLAN 400.2
18 "PI
t
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0 +I00 ..... ................ 140, _ 8" • P • . • ......1+00
+ Now •!� WL �111 �111 �11
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ON cALC CORNER (F)(R1; 1 ` 1 CB 8.42 �; RIM 23 6 WOOL) ENCE ON 12 "ADS W= 234.49 SSMH CONC F607NGS 4' WOOD POST /RAIL H
12 "ADS E= 234.49 �I I STA, 0 +07.24, -0,97 LT j POST//RAIL-
FENCE N POOR STA, 1+46.82
PER STD. PLAN 400,1 CONDITION PER STD. PLAN
SIDE SEWER CONNECTION (TYP)
GRAVEL PER STD. PLAN 406,1
EDGE TAX PARCEL TAX PARCEL_ SOT 6
214480 -0548 214480 -0546
X
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FOR CONTINUATION SEE SHT. 3
Oi SEWER CONNECTION LOCATIONS WERE
DETERMINED IN FIELD WITH PROPERTY
OWNER.
250
EX. SSMH
IM= 216.94
IE SE= 212.04
I W= 212.24
(APPEARS TO
BE 12 ")
/
/ SSMH
18 "�K STA. 3 +45.91, —0.44 LT
' 6 "AR EXISTI G�
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STEEL CASING
01 P,
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400,1
14 ' ,=8" EV 3 +00
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a WOOD POST /RAIL 0.67 E (F)
FENCE IN POOR ORDINARY HIGH WATER MARK o.60 E (R1)
coNDITIoN PER CONCEPT ENGINEERING,
INC.'S 2010 PLANS
TAX PARCEL_
214480- 0547
SURVEYED SCALE
MA VERT,CAL NAVC 1988
SCALEDESIGNED 1 20' MORiZON`AL W 19831,1991
20 0 20 40 EJW/SMA
DRAWN.
SMA ONE INCH I DATUM
FEE T ) CHECKED r AT FULL SCALE
F NOT ONE INCH
1 IN �I A, CH — 2O F T ^ O REVISION B A T E A p p R APPROVED SCALE ACCORDINGLY
SADDLE MANHOLE
SSMH 01, 48" 0
STA, 2 +37,43
RIM = 222.32
IE =212.74 N
IE =212.54 W
IE =212.58 E
C � T Y
ML
t� R E N T N
Planning %Building/Public Works Dept.
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5- 368504
SOUTH 132ND STREET
SEWER EXTENSION PROJECT
SEWER PLAN AND PROFILE
/mss S - � 64(;; 0 k/
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41'
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SSMH 04, 48"
STA. 1 +98.58
RIM= 238.03
IE = 225 ►33 W
�
IE =22826 E
IE =- 224,89 S
� CONCRETE BLOCK (TYP)
200
SSMH 039 48"0
SSMH 02, 54" 0
R1M = 221.86
STA. 2+34.79
IE= 214.86 N
RIM =218.93
IE= 214.60 SE
IE =21 -.3.63 S
IE= 21.3.73 NW
190
0 +00
1+00
2 +00 3 +00
SURVEYED SCALE
MA VERT,CAL NAVC 1988
SCALEDESIGNED 1 20' MORiZON`AL W 19831,1991
20 0 20 40 EJW/SMA
DRAWN.
SMA ONE INCH I DATUM
FEE T ) CHECKED r AT FULL SCALE
F NOT ONE INCH
1 IN �I A, CH — 2O F T ^ O REVISION B A T E A p p R APPROVED SCALE ACCORDINGLY
SADDLE MANHOLE
SSMH 01, 48" 0
STA, 2 +37,43
RIM = 222.32
IE =212.74 N
IE =212.54 W
IE =212.58 E
C � T Y
ML
t� R E N T N
Planning %Building/Public Works Dept.
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5- 368504
SOUTH 132ND STREET
SEWER EXTENSION PROJECT
SEWER PLAN AND PROFILE
/mss S - � 64(;; 0 k/
AL
O'V WA
41'
O � 38087 O �•
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(ON (ONAL
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CRD SHT. 4 OF 8
DATE
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NOT TO SCALE
MANHOLE FRAME AND COVER
SEE STD. PLAN 401
ADJUSTMENT RINGS (2" MIN.)
SEE NOTE 6
MORTAR JOINT(S) (3/8" MIN.)
SEE NOTE 5
CONE (ECCENTRIC)
RUBBER GASKETED JOINTS IN
ACCORDANCE WITH ASTM C -443
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
LADDER - POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX. PIPE SIZE - 'E'
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
NOTES:
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING SHALL BE PER STD. PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF
ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY 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) MATH A HIGH SOLIDS URETHANE COATING; WASSER MC- AROSHIELD OR
APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR
APPROVED EQUAL.
11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE.
IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
sTD. STANDARD SANITARY MANHOLE-
6" BUILDING SEWER PIPE
TEE MA TH 6" SIDE OU TLE T
1:3:5 MIX
CONCRETE
BLOCKING
6" MIN
1Pt 15
, SAN
NTS
PROPERTY LINE
z
3' -0"
FUTURE
i�
BUILDING SEWER
Z" �2 "x 4" STUD MARKING POST PAINTED
-' 6 "X6 "X6" WYE WHITE WITH THE WORD "SEWER" STENCILED
r SURFACE CLEANOUT WITH
CAST IRON RING do COVER IN 3" HIGH BLACK LETTERS AND #6 WIRE
W (EAST JORDAN IRON WORKS WRAPPED AROUND THE STUD AND
2975 OR APPROVED EQUAL, EXTENDED TO THE TOP OF THE STUD.
a SPECIFY "SEWER" ON LID,
SEE STD. PLAN 403.1 FOR
INSTALLATION)
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
LINES ARE AS FOLLOWS:
A. VITRIFIED CLAY MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH
A NEW TEE USING FLEXIBLE COUPLINGS
(FERNCO OR APPROVED EQUAL).
B. CONCRETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH
A NEW TEE USING FLEXIBLE COUPLINGS
(FERNCO OR APPROVED EQUAL).
C. PVC MAIN - CORE- DRILLED WITH A ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS.
D. DUCTILE IRON MAIN - CORE- DRILLED WITH A ROMAC SADDLE (OR
APPROVED EQUAL)
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE
AT MANUFACTURED KNOCK -OUTS OR THE
STRUCTURE SHALL BE CORE- DRILLED.
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
PNG p G
2 NGR
GO 2% MIN SLOPE
� HORIZONTAL
�- 6" SIDE OUTLET TEE
SEWER
MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
ELEVATION
SEWER MAIN
TYPICAL SIDE SEWER ELEVATION
NOTE:
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 ELEVATION, WHICHEVER IS LOWER.
STANDARD SIDE SEWER INSTALLATION
M. (SEWER MAIN TO PROPERTY LINE)
N TS
St o ntec
11130 NE 33rd Place, Bellevue WA 98004
phone: (425) 869 -9448 www.stantec.com
ADJUSTMEN
SEE NOTE
M OR TAR JC
SEE NOTE
....I I 111 r_ iM At AC- A ►IIl '-OVER
NOTES:
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING SHALL BE PER STD. PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A
COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY . BRICKS SHALL
BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND.
THE USE OF SHIMS IS PROHIBITED.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER
MC- AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL
BOOTS OR APPROVED EQUAL.
11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF
12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS
POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
SANITARY MANHOLE SHALLOW
N TS
BOLTHOLES - 3 PLCS
EQUALLY SPACED 120'
APART ON 23 1/16' (586MM)
DIA B.C. (SEE DETAIL)
V
R ENTON I� INS
\SEVE�%
COVER & FRAME
PLAN VIEW
25' DIA.
[635mm] 1'
3/4' C25MM]
119mm)
8 3/4' 1 2 112'
[222mm] [64mm]
TYP
COVER SECTION VIEW
26 112' DIA
C673min]
25 1/4' DIA
[641MM] 1 1/16'
1/4' (6mm) DIA [27mm]
NEOPRENE GASKET
6'
j [15' MM]
5/8' 23 3/8' DIA CL OPEN
[16mm] [594MM]
27 5/16' DIA
[694MM]
34 1/8' DIA
COVER BOTTOM VIEW
(3) BLT SOC. (ALLEN HEAD)
5/8' -11 X 1.5 SS
RUBBER WASHER
EON BOLTING DETAIL
1/4' 1 1/16'
[6r►r►] r
[27Mr,J
i
1/8'
[3mm]
1/8'
CR3mml,
GASKET GROOVE DETAIL
[867mm] NOTES:
FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST
JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
"SEWER "), OR WATER (SPECIFY "WATER ").
sTD.
MA
NHOLE FRAME AND COVER
N TS
w
Of
Uj
0
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00
4A,
.B,
IC,
tD,
.E,
48" MH
48"
6" MIN.
5 "MIN
24" MIN.
21" I.D.
54" MH
54"
8" MIN.
5.5" MIN.
24" MIN.
24" I.D.
60" MH
1 60"
1 8" MIN.
1 6" MIN.
42" MIN.
30" I.D.
NOTES:
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING SHALL BE PER STD. PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF
ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY 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) MATH A HIGH SOLIDS URETHANE COATING; WASSER MC- AROSHIELD OR
APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR
APPROVED EQUAL.
11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE.
IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
sTD. STANDARD SANITARY MANHOLE-
6" BUILDING SEWER PIPE
TEE MA TH 6" SIDE OU TLE T
1:3:5 MIX
CONCRETE
BLOCKING
6" MIN
1Pt 15
, SAN
NTS
PROPERTY LINE
z
3' -0"
FUTURE
i�
BUILDING SEWER
Z" �2 "x 4" STUD MARKING POST PAINTED
-' 6 "X6 "X6" WYE WHITE WITH THE WORD "SEWER" STENCILED
r SURFACE CLEANOUT WITH
CAST IRON RING do COVER IN 3" HIGH BLACK LETTERS AND #6 WIRE
W (EAST JORDAN IRON WORKS WRAPPED AROUND THE STUD AND
2975 OR APPROVED EQUAL, EXTENDED TO THE TOP OF THE STUD.
a SPECIFY "SEWER" ON LID,
SEE STD. PLAN 403.1 FOR
INSTALLATION)
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
LINES ARE AS FOLLOWS:
A. VITRIFIED CLAY MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH
A NEW TEE USING FLEXIBLE COUPLINGS
(FERNCO OR APPROVED EQUAL).
B. CONCRETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH
A NEW TEE USING FLEXIBLE COUPLINGS
(FERNCO OR APPROVED EQUAL).
C. PVC MAIN - CORE- DRILLED WITH A ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS.
D. DUCTILE IRON MAIN - CORE- DRILLED WITH A ROMAC SADDLE (OR
APPROVED EQUAL)
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE
AT MANUFACTURED KNOCK -OUTS OR THE
STRUCTURE SHALL BE CORE- DRILLED.
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
PNG p G
2 NGR
GO 2% MIN SLOPE
� HORIZONTAL
�- 6" SIDE OUTLET TEE
SEWER
MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
ELEVATION
SEWER MAIN
TYPICAL SIDE SEWER ELEVATION
NOTE:
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 ELEVATION, WHICHEVER IS LOWER.
STANDARD SIDE SEWER INSTALLATION
M. (SEWER MAIN TO PROPERTY LINE)
N TS
St o ntec
11130 NE 33rd Place, Bellevue WA 98004
phone: (425) 869 -9448 www.stantec.com
ADJUSTMEN
SEE NOTE
M OR TAR JC
SEE NOTE
....I I 111 r_ iM At AC- A ►IIl '-OVER
NOTES:
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING SHALL BE PER STD. PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A
COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY . BRICKS SHALL
BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND.
THE USE OF SHIMS IS PROHIBITED.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER
MC- AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL
BOOTS OR APPROVED EQUAL.
11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF
12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS
POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
SANITARY MANHOLE SHALLOW
N TS
BOLTHOLES - 3 PLCS
EQUALLY SPACED 120'
APART ON 23 1/16' (586MM)
DIA B.C. (SEE DETAIL)
V
R ENTON I� INS
\SEVE�%
COVER & FRAME
PLAN VIEW
25' DIA.
[635mm] 1'
3/4' C25MM]
119mm)
8 3/4' 1 2 112'
[222mm] [64mm]
TYP
COVER SECTION VIEW
26 112' DIA
C673min]
25 1/4' DIA
[641MM] 1 1/16'
1/4' (6mm) DIA [27mm]
NEOPRENE GASKET
6'
j [15' MM]
5/8' 23 3/8' DIA CL OPEN
[16mm] [594MM]
27 5/16' DIA
[694MM]
34 1/8' DIA
COVER BOTTOM VIEW
(3) BLT SOC. (ALLEN HEAD)
5/8' -11 X 1.5 SS
RUBBER WASHER
EON BOLTING DETAIL
1/4' 1 1/16'
[6r►r►] r
[27Mr,J
i
1/8'
[3mm]
1/8'
CR3mml,
GASKET GROOVE DETAIL
[867mm] NOTES:
FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST
JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
"SEWER "), OR WATER (SPECIFY "WATER ").
sTD.
MA
NHOLE FRAME AND COVER
N TS
w
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LENGTH(F
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350
400
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0
50
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80
160
236
316
396
476
556
632
680
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536
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708
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1 816
1 808
1 804
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888
876
860
852
840
832
1 824
816
f 808
804
TIME SECONDS
6 IN. DIAMETER PIPE
0
50
100
150
200
250
300
350
400
450
500
0
80
160
236
316
396
476
556
632
680
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11020
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1 1116
TIME SECONDS
6 IN. DIAMETER PIPE
0
50
100
150
200
250
300
350
400
450
500
0
80
160
236
316
396
476
556
632
680
680
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1248
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1360
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1160
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1180
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1 1176
1 1152
1132
1116
1100
1360
1324
1292
1264
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1 1212
1 1192
1168
1 1152
1 1132
1 1116
TIME SECONDS
6 IN. DIAMETER PIPE
0
50
100
150
200
250
300
350
400
1
450
500
1
0
80
160
236
316
396
476
556
632
680
680
496
576
652
732
812
892
972
948
924
900
884
988
1068
1148
1228
1248
1192
1144
1104
1072
1044
1020
1484
1564
1484
1408
1344
1292
1248
1208
1172
1144
1116
1700
1608
1532
1464
1408
1360
1316
1280
1248
1216
1192
1700
1624
1560
1504
1452
1408
1368
1332
1304
1272
1248
1700
1636
1580
1532
1484
1444
1408
1376
1344
1316
1292
1700
1644
1596
1552
1512
1472
1440
1408
1380
1352
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1700
1652
1608
1568
1532
1496
1464
1436
1408
1384
1360
1700
1656
11616
1580
1548
1516
1484
1460
1432
1408
11388
TIME SECONDS
PROCEDURE:
SLOWLY PRESSURIZE THE PIPE TO 4.0 P.S.I.G.
ALLOW 2 MINUTES FOR STABILIZATION, ADDING
AIR AS REQUIRED TO STABILIZE THE PRESSURE
AT 4.0 P.S.I.G.
ALL SEWER PIPE SHALL MEET A MINIMUM AIR
PRESSURE TEST OF 4.0 P.S.I.G. FOR 5 MINUTES
WITH NO LOSS OF PRESSURE. IF THERE IS A LOSS
OF PRESSURE, THEN THE TIME OF THE DROP FROM
3.5 P.S.I.G. TO 2.5 P.S.I.G. SHALL NOT BE LESS
THAN THE TIME SHOWN ON THE ABOVE TABLES.
AIR TEST TABLE (LOW PRESSURE)
FOR SANITARY SEWERS
N TS
5- 368505
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BEDDING MATERIALS
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NOTE: REFERENCE RENTON STD. PLANS
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TRENCH DETAIL FOR GRAVITY MAIN
(UNDER PAVEMENT)
CASING TO FIT CARRIER PIPE.)
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NOTES:
SECTION A -A 1 • SEAL EACH ENDS OF CASING WITH FLEXIBLE END SEALS SUCH
AS MODEL W BY PIPELINE SEAL & INSULATOR OR EQUAL.
2. CASING SPACERS SHALL BE INSTALLED A MAXIMUM OF 10'
ON CEN TER.
3. AS AN ALTERNATIVE TO PIPE SPACERS, CONTRACTOR MAY
STRAP 8" PVC PIPE TO WOODEN BLOCKS AND FILL VOID
SPACE WITH SAND.
dal PIPE CASING DETAIL
s
n ec
11130 NE 33rd Place, Bellevue WA 98004
phone: (425) 869 -9448 www.stantec.com
� X35 .
EXISTING GRASS OR
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EXISTING GRASS OR
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BEDDING MATERIALS
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NOTE: REFERENCE RENTON STD. PLANS
110.1 AND 405 FOR FURTHER DETAIL.
TRENCH DETAIL FOR GRAVITY MAIN
(UNDER GRASS /LANDSCAPING)
N TS
10'
CHAIN LINK FENCE PLAN
4 i\1
snse (rra.)
CHAIN LINK FENCE PROFILE
NTS
ADJUSTING RINGS
(4-MIN/16-MAX).
GROUT BETWEEN RINGS.
PLASTER INSIDE FACE w/
3/4" GROU T
CITY OF RENTON STD. MH
FRAME AND COVER PER
STD. PLAN 401
05
60' x24" OFFSET CONE
PER WSDOT STD. PLAN
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Y
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RUBBER GASKE TED. GROUT ALL
JOINTS CONTINUOUS ON INSIDE
AND OUTSIDE OF MANHOLE
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3 SADDLE MANHOLE DETAIL
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NOTE: CONTRACTOR TO PROVIDE CONNECTION BETWEEN ANCHOR
AND CASING TO PREVENT SLIPPING DURING INSTALLATION.
S- 368506
STEEL CASING ANCHORED
TO CONCRETE BLOCKS
NTS
REVISED TO INDICATE
CONSTRUCTION RECORDS
FIELD REP: PAT MILLER
REVISED BY: STEPHANIE M. ARD
DATE: 2/20/2015
CONTRACTOR: A ADVANCED SEPTIC SERVICES, INC.
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NOTE: CONTRACTOR TO PROVIDE CONNECTION BETWEEN ANCHOR
AND CASING TO PREVENT SLIPPING DURING INSTALLATION.
S- 368506
STEEL CASING ANCHORED
TO CONCRETE BLOCKS
NTS
REVISED TO INDICATE
CONSTRUCTION RECORDS
FIELD REP: PAT MILLER
REVISED BY: STEPHANIE M. ARD
DATE: 2/20/2015
CONTRACTOR: A ADVANCED SEPTIC SERVICES, INC.
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FILTER FABRIC (MIRAFI 10OX OR EQUIV. 2 "x 2 "x 14 GA.
60' WADE ROLLS). USE STAPLES OR WARE WIRE FABRIC
RING TO ATTACH FABRIC TO WIRE (TYP) OR EQUAL (TYP)
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BURY BOTTOM OF FABRIC
MATERIAL IN 4' x 4' TRENCH v
6' MAX."
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r PROVIDE 3/4" - 1 1/2" DIA.
2"x 4' WOOD POSTS, STANDARD OR BETTER WASHED GRAVEL BACKFILL WITH
GRADE OR EQUAL. O 6' O.C., NATIVE SOIL
ALTERNATE: STEEL FENCE POSTS
POST •• T 0 8 SPACING WADE BACKING INCREASED S SED SIDE VIEW
FILTER FABRIC FENCE NOTES:
1. THE FILTER FABRIC SMALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO
AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY
AT A SUPPORT POST, WITH A MINIMUM 6 -INCH OVERLAP AND BOTH ENDS SECURELY FASTENED TO THE POST.
2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE
POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM
OF 30 INCHES).
3. A TRENCH SHALL BE EXCAVATED, ROUGHLY 4 INCHES WIDE AND 4 INCHES DEEP, UPSLOPE AND ADJACENT TO
THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED.
4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, AWARE MESH SUPPORT FENCE SHALL BE FASTENED
SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY WIRE STAPLES AT LEAST 1 INCH LONG,
TIE WIRES OR HOG RINGS. THE WARE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL
NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE.
5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF
THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 30 INCHES
ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES.
6. WHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT
FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO
THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE 5 APPLYING.
7. THE TRENCH SHALL BE BACKFILLED WITH 3/4 —INCH MINIMUM DIAMETER WASHED GRAVEL.
8. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT
BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED.
9. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY
DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.
FILTER FABRIC FENCE DETAIL_
N TS
TEMPORARY EROSION /SEDIMENTATION CONTROL NOTES:
�. APPROVAL OF THIS TEMPORARY EROSION /SEDIMENTATION CONTROL (TESC)
PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR
DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS,
CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.)
2. CONTRACTOR REQUIRED TO SUBMIT TESC AND DEWATERING PLAN TO OWNER
AND ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION.
3. CONTRACTOR AND AN ON —SITE REPRESENTATIVE OF OWNER WILL REVIEW THE
INSTALLATION, MAINTENANCE AND PERFORMANCE OF THE TESC MEASURES
SHOWN ON THE APPROVED PLANS. THE TESC OBSERVER OR PERMITTING
AGENCY MAY RECOMMEND ADDITIONAL MEASURES OR CHANGES TO THE TESC
PLAN THAT ARE WARRANTED DURING CONSTRUCTION. THE CONTRACTOR AND
OBSERVER WILL EXAMINE ALL TESC MEASURES PERIODICALLY DURING THE
CONSTRUCTION PERIOD, AND AFTER STORMS HAVING 0.5 INCHES OR MORE OF
RAINFALL IN A 24 —HOUR PERIOD. THE OBSERVER AND THE PERMITTING
AGENCYHAVE THE AUTHORITY TO REQUIRE CORRECTIVE ACTION IN ORDER TO
ACHIEVE EROSION CONTROL OBJECTIVES.
4. THE IMPLEMENTATION OF THESE TESC PLANS AND THE CONSTRUCTION,
MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE TESC FACILITIES IS
THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS
APPROVED. TESC MEASURES SHALL REMAIN FUNCTIONING AND IN PLACE UNTIL
THE SITE HAS BEEN STABILIZED AND THE PERMITTING AGENCY, OWNER OR
ENGINEER HAS APPROVED THE REMOVAL OF THE TESC MEASURES.
5. AS CONSTRUCTION PROGRESSES AND UNEXPECTED SEASONAL CONDITIONS
DICTATE, ADDITIONAL TESC MEASURES MAY BECOME NECESSARY TO PROTECT
ADJACENT PROPERTIES AND TO ENSURE WATER QUALITY FOR SITE RUNOFF. IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ADDRESS DEFICIENT TESC
CONDITIONS, AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE THE
MINIMUM REQUIREMENTS OUTLINED ON THE APPROVED PLANS AS NEEDED.
6. THE TESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN
CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A
MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE
DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER QUALITY STANDARDS.
7. THE TESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS
FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE
TESC FACILITIES SHALL BE UPGRADED (E.G. ADDITIONAL SUMPS, RELOCATION OF
DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR STORM EVENTS.
8. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND
MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING.
9. ANY AREA NEEDING TESC MEASURE, NOT REQUIRING IMMEDIATE ATTENTION,
SHALL BE STABILIZED WITHIN FIFTEEN (15) DAYS.
10. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO
ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE
LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL
NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM.
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DROP INLET WITH GRATE RUNOFF WATER
— WITH SEDIMENT
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FILTER FABRIC UNDER FILTER FABRIC UNDER
GRATING
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PROVIDE AT ALL CATCH BASINS DRAINING AREA AFFECTED BY WORK.
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PLACE SILT FENCE OR FILTER BAGS IN
DITCH FLOW LINE TO PREVENT SEDIMENT
AND DEBRIS FROM ENTERING THE CON-
VEYANCE SYSTEM.
INLET /OUTLET PROTECTION_
N TS
St ntec
11130 NE 33rd Place, Bellevue WA 98004
phone: (425) 869 -9448 www.stantec.com
S- 368501
REVISED TO INDICATE
CONSTRUCTION RECORDS
FIELD REP: PAT MILLER
REVISED BY: STEPHANIE M. ARD
DATE: 2/20/2015
CONTRACTOR: A ADVANCED SEPTIC SERVICES, INC.
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