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SE 114 SE OF SECTION 32, TOWNSHIP 23N, RANGE 5E, W.M.
Y I vl
MW-,51
SADDL EBROOK SIA 28F87.5b 57MW-,51407 "w N -50530
8741: Sti50520 I
PARCEL NO. dE 12 "VPVC N.=500.40
1423059035 I IE 12" PVC S.= 500.40 g
-�-- 12" CONC IE= 504.07
� I I -X PARCEL NO. I '
3664500250 I PARCEL NO.
n Tz *z4 3664500245 .mac
PARCEL NO.. `` I C - �,a Sys 12" CONC IE= 503.88 -�i " i I g LEGEND
3304JOT998 'I ^ y''� \` _ - - - - _ . N
i I(( _ �� n a rr ns M> 81m T20 rzl m ° !zs "lt _ - rza ' ` o MAILBOX
l`li -yA 506 - "^ 508 " i I PARCEL NO.
SSMH '- au. A it 3056807R -£ Q U77LITY POLE
RIM =503.73 9 + I . \y `` OL. 510 ° �� _ 506- 504 il,: m 6g .STREET LIGHT
IE 8 PVC 5.= 494.50 "1 i S 8'
I I ' I .i i > `6p0. "r y0 _ �'� I ^III I y0 1 ° LIGHT POLE
❑ CATCH BASIN
SSMH SEWER MANHOLE
RIM= 501:51 ' ` ` `a" p6. V1
IE 8" PVC W.- 492.72 I I `1 T PE 1, CB `� , . T£LE RISER
IE'.8'. PVC N.- 492.82 II. I �d. R =50 ,11 ¢1� 4�``p o 6p6 • � { I �. _a.. SIGN
IE 12" PV N.P$59�64" 505.0 � 6 I I I ® WATER METER
E 12" PV S.= 7. I W
/ 1 PAD ELEV 507.0 5 % ,.,
PARCEL NO.. I / I ,I. PAD ELEV. 508.0 4 q I vi N WATER VALVE
1423059062 Wr^ i PAD ELEV. SOB.O J "
v J I l PAD £LEY. 508.0 2 r I PARCEL NO.
PAD ELEV 506.0 PAD ELEV 504.0 I Q 3664500136 p WATER BLOW OFF
PAD ELEV 504.0 i ®I R FIRE HYDRANT
I t. ------ 0 . a I ODECDOUS 7REE
PARCEL NO. I 1: ` PROPOSED 6' SIDE SEWER �' - -- I g
1423059040 I . / \� CO SAUB O 2.001 WN. ' - _' iii iI �F CONIFEROUS MEE
7K
IF 737 1 50400 ' I yo°i PROPOSED STORM DRAINAGE
J:h X00 / I -►® PROPOSED SANITARY SEWER
305�p�- I !O �
n ! p08 `� \• +` � ` n,^ •4•... Spg � !d_ � - � � �. 1 50.1 K 501. T _ I I
- - _ _� � - - - -1 - - � yJ � i I I 1 PROPOSED WATER
SSMH
SB 'P' ♦ _ _y__r _ _ __s-a -� __ I '
RIM = 496.89 -`�\ I i _� - rr---.._y�___..• _ i7 /
IE 8" PVC S.= 488.20 \ m ` I i ` 3 _ ♦.� '- �` - -- + I Vj
R i ', I I �-s•^ _r ____
8 _
PARCEL NO.
!
I
CB
1
TYPE
RIMPE I C3
1E 42" PVC S,491.51 'L-
50� yyg
IE 4' PVC E= 492.85 I °�' 'milI"` 1' 9 a n IE
JA
SS
0 STA.
RAW 4
E)OSZWG FARE HYDRANT ! V9„ / d e' IE
I I �9.- \. Tn .fl+19:06. 400 R 8' IE
•
¢ 1 RIM WAL ZL.
----------------- .
6'l£(IN) 486.44'_______ _________504______ -- _ - --
'%► I I ti No a 8' IE (OUT) 49&27
PARCEL NO. TRACT 11/'g7II I I N o 9 10
r
PARCEL NO.
-- • -' s --+.+ 3664500135
499.00 1 -_ IF
2 1E 499
3+81.28, 4,00 R ? SSMH 1 Smwa MANHOLE
7550 I STA. 18 +4315 4.00 R=
(IN) 494,96 I STA. 25+0580. 6.42' L
(OUTI 484.86 II I N I g RIM 50243 (NA Tai Ex)
} I I I 8- fE (IN) 49355 (fiX) 1E 49a55 I 8.1E (L7Ufl 49145 (Ex)
3304300530
�
LOTS 1 AND 2 KING COUNTY SHORT PLAT NO. 976093, RECORDED UNDER RECORDING NO.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND D£PIH OF
7612010798, IN KING COUNTY, WASHINGTON. -
ALL EXISTNG UTUTES WHETHER SHOWN ON THESE PLANS OR NOT BY P07HOLING THE UTUTES AND
BENCHMARK.'
I i1'p ?, °j PAD ELEV 508.5
! PAD ELEV. 5085 1 - 12
I
CALLING UALITY LOCATE AT 1- 800 -424 -5555 AND THEN POTHOLING ALL OF THE EXISTNG UTUTES
1. CITY OF RENTON CONTROL PONT NO. 2103.• PUNCHED BRASS PLUG SET IN CONCRETE FLUSH :
AT LOCATIONS OF NEW UTILITY CROSSINGS 70 PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST.
o STORM DRAINAGE PAO ELEV. 507.0
49 13
LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
NORTH QUARTER CORNER. OF SECTION 14 -23 -5, ELEVATION =547.94 FEET. -
INFORMATION AND ARE SUBJECT TO VAR /ATON: IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
3
SHALL CONSULT D.R. STRONG CONSULTING ENGINEERS INC TO RESOLVE ALL PROBLEMS PRIOR TO
2. CITY OF REN70N CONTROL POINT NO. 1909: CONCRETE MONUMENT WITH TACK IN LEAD PLUG AT
PROCEEDING WITH CONSTRUCON.
THE INTERSECTION OF SE 1397H PUCE AND 156TH AVENUE SE, ELEVATION = 372.34 FEET.
PAD ELEV. 505.0 '' v7
BASIS OF BEARINGS
70P 18' SD =495.65
ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORA77ON AND
N0079'DO E BETWEEN THE MONUMENTS FOUND IN PLACE AT THE SOUTH AND NORTH QUARTER
STREET OVERLAY DETAIL.
PAD ELEV. 5030
.
VER77CA'L DATUM:
`2-
IF 6' SS =498:00
CROSSINGS) 0. IF THE OU731DE OF THE TRENCHING IS WITHIN THREE FEET (3) OF ANY ADJACENT
NAM 88 PER KING COUNTY VERTICAL CONTROL
_aAr :4._
LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED.
7
IF 6' SS= 497.25
TOP 18' SD =49869
056
8
TOP 8' SS =49587
IF 12' SD =49728
1.41
9
TOP 6' SS- 497.90
IE - 501.95
DRAWING NUMBER S -3338
10
TOP 6' SS ®496.06
-
IF 12' 55= 496.58
a50
11
'TOP 6' SS =497.00
IF = 499.90
2.90
12
TOP 6' SS= 496.15
IF 12' SD- 497.28
1.13
13
TOP 6' SS= 496.35
IF = 49858
I
`! "'
PARCEL N0.
\
IE 12' SD= 497.91
2.36
15
-,.
\ ---------
-- - -- -
3304300540
`4
;I-
TOP 8' SS =494.66
I
:� `
'
SSMH
RIM 488.42
1E 8' PVC N= 473.83
17
n
IF 12' $0= 4-99,,.49
4.73
504 5�R
w "' m
IiEO-' 4'SRF
I
w ----- 5'CLF 504
`a
IE 8" PVC W= 473.63
N
+` SHED _
- SHED
IE 8" PVC S.- 473:53
7�1� E II CB 5'CI.F
I_RIta HOUSE PARCEL NO.
--
=489..40 3664500285
I
JE 12" PVC N.- 485.57 3664500278
'IE 12" PVC 5. =86.78
No
PARCEL N0.
IE 4" CPP E- 486.78
33043L
LEGAL, DESCRIP770N:
UTILITY CONFLICT NOTE:
LOTS 1 AND 2 KING COUNTY SHORT PLAT NO. 976093, RECORDED UNDER RECORDING NO.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND D£PIH OF
7612010798, IN KING COUNTY, WASHINGTON. -
ALL EXISTNG UTUTES WHETHER SHOWN ON THESE PLANS OR NOT BY P07HOLING THE UTUTES AND
BENCHMARK.'
SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCON. THIS SHALL INCLUDE
IF = 49875.
CALLING UALITY LOCATE AT 1- 800 -424 -5555 AND THEN POTHOLING ALL OF THE EXISTNG UTUTES
1. CITY OF RENTON CONTROL PONT NO. 2103.• PUNCHED BRASS PLUG SET IN CONCRETE FLUSH :
AT LOCATIONS OF NEW UTILITY CROSSINGS 70 PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST.
WITH ROAD. SURFACE AT TIE IN7ERSECTON OF SE 128TH STREET AND 1567H AVENUE SE. AKA THE
LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
NORTH QUARTER CORNER. OF SECTION 14 -23 -5, ELEVATION =547.94 FEET. -
INFORMATION AND ARE SUBJECT TO VAR /ATON: IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
3
SHALL CONSULT D.R. STRONG CONSULTING ENGINEERS INC TO RESOLVE ALL PROBLEMS PRIOR TO
2. CITY OF REN70N CONTROL POINT NO. 1909: CONCRETE MONUMENT WITH TACK IN LEAD PLUG AT
PROCEEDING WITH CONSTRUCON.
THE INTERSECTION OF SE 1397H PUCE AND 156TH AVENUE SE, ELEVATION = 372.34 FEET.
NOM
BASIS OF BEARINGS
70P 18' SD =495.65
ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORA77ON AND
N0079'DO E BETWEEN THE MONUMENTS FOUND IN PLACE AT THE SOUTH AND NORTH QUARTER
STREET OVERLAY DETAIL.
CORNERS OF SECTION 14 -23 -5 PER REF. 2
VER77CA'L DATUM:
PER SECTION 7 REQUIREMENT FOR PATCHING OVERLAY, OVERLAY WIDTHS, 1. TRENCHES (ROAD
IF 6' SS =498:00
CROSSINGS) 0. IF THE OU731DE OF THE TRENCHING IS WITHIN THREE FEET (3) OF ANY ADJACENT
NAM 88 PER KING COUNTY VERTICAL CONTROL
_aAr :4._
LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED.
Cal 2 Working Days Before You Dig
1- 800 - 424 -5555
USi6es Underground Locatlon Ceder
0D,Wr,ND,0RWN
D.R. STRONG
CONSULTING ENGINEERS
I
ENGINEERS PLANNERS SURVEYORS
10004 NE 3Bd PL. /101 KIRKLAAD, WA 98033
0420827.3063 F425.8272423
w ..dsbww9 NO.
PER D£T SEE SHEET 17
14 i I I PARCEL NO.
/ I I
PAD ELEV 502.01 3664500127 �,4 � I I W
r^
i I g vJ DRAWING NUMBER S -3148
STA. 2 '82 882 Y Op I I I Q
I
8'- PVC M-49482
[PARCEL NLX
87V0 S =488 ' I cn
12" CPP IE= 495.85 mi°� I g • 4305500120
U77LI7Y CROSSING TABLE
CROSSING NO.
SS
8 WA
SD
CLEARANCE
1
TOP 6' SS= 497.20
IF = 49875.
1.55
2
TOP 6' SS =498.50
IF _ 501.82
332
3
TOP 6' SS =49860
IF = 50310
550
4
IF 6' SS =49740
70P 18' SD =495.65
L75
-5
TOP 6' SS =49820
IF = 50360
5.40
6
IF 6' SS =498:00
TOP 18' 50= 496.54
1.46
7
IF 6' SS= 497.25
TOP 18' SD =49869
056
8
TOP 8' SS =49587
IF 12' SD =49728
1.41
9
TOP 6' SS- 497.90
IE - 501.95
4.05
10
TOP 6' SS ®496.06
-
IF 12' 55= 496.58
a50
11
'TOP 6' SS =497.00
IF = 499.90
2.90
12
TOP 6' SS= 496.15
IF 12' SD- 497.28
1.13
13
TOP 6' SS= 496.35
IF = 49858
223
14
TOP 6' SS= 49555
IE 12' SD= 497.91
2.36
15
TOP 6' SS =49542
IF - 497.00
1.58
16
TOP 8' SS =494.66
-
IF 12' SD= 497.96
330
17
TOP 8' SS= 494.36
IF 12' $0= 4-99,,.49
4.73
4124NAM 10. 20113 11" 01.4D.13 MAJ suxrtvm: �'"E
YIP 03,1413 Mw sus AS NOTO mm 1 0 1885°�BB1 _�® CITY OF
9,K RENTON
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REVISION BY DATE APPR
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WORTH
GRAPHICSCALE
` 15 30 60
1 INCH = 60 FT.
RECOMMENDED FOR APPOVAL
BY Da '
S � � � � � I B X21, • � Date:
BY: Date:
BY: Date:
SAD.DLERROOK 11 -14-12
SEWER EXTENSION PLAN
SS11
15 17
CluD; NNNAA
SE 114 SE OF SECTION 32, TOWNSHIP 23N, RANGE 5E, W.M.
SADDLEBROOK
L.P.
£(.£V =. 497.20
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SE 114 SE OF SECTION 32, TOWNSHIP 23N, RANGE 5E, W.M.
SADDLEBROOK
10 +00 10 +20
10 +80
11 +40
1. CITY OF RENTON CONTROL POINT NO. 2103: PUNCHED BRASS PLUG SET IN CONCRETE FLUSH
WTH 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 W7H TACK IN LEAD PLUG AT
THE INTERSECTION OF SE 139TH PLACE AND 1567H AVENUE SE, ELEVATION = 372.34 FEET.
BASIS OF BEARINGS,
N0029'00 'E BETNEENTHE MONUMENTS FOUND IN PLACE AT THE SOUTH AND NORTH OUARTER
CORNERS OF SECTION 14 -23 -5 PER REF. 2
VERTICAL DATUM.
n. NAVD 88 PER KING COUNTY VERTICAL CONTROL
5
n
12 +00 12 +60 13 +20 13 +80 14 +40
GRAPHIC SCALE
0 15 30 60
1 INCH = 30 FT.
HORIZONTAL
`5 10 20
1 INCH = 10 Fr.
VERTICAL.
15 +00
15 +60
16 +20
c
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0
6
_ RECOMMENDED FOR APF OVAl
BY. Date ✓
B /( Date•
BY: Date:
w4w36,6SO2
i-
i
Cal 2 Worft Date Before You Dig
1-800-424-5555
UBiQee Underground Location Center
(ID,MT,ND,OFtWA)
BY: Date:
9.�q�.✓op
Rq, — 141:116
D.R. STRONG
CONSULTING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
10'604 NE 38M PL, #101 K/RKLAND, WA 99033
0425&27.3= F425.a27.2423
xlvw.asaron9.aom
L.P.
£(.£V =. 497.20
1
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YLP
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°i
CITY OF
RENTON
Planning; /Building /Public Works Dept.
SADDLEBROOK
SEWER EXTENSION PROFILE
w 11 -14-12
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L.R.-Si
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H.P. STA =
2 +60.62
PW
LEV - 497.03
PW STA =
2 +56.16
A.D.
= 14.00
PW STA
- 10+84.51
PW ELEV
508.61
L.P.
ELEV = 501.56
- 1.43
PW ELEV
- 50393
A.D.
t5.15
L.P.
TA = 15 +74.5
0.0000' VC
A.D.
_ -9.27
K = 21-00
PW
TA - 15 +69.75
PW
V - 501.01
150.0=
VC
I.D. - 4.42
gal
wo, VC
= 22.60
.0000' VC
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1. CITY OF RENTON CONTROL POINT NO. 2103: PUNCHED BRASS PLUG SET IN CONCRETE FLUSH
WTH 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 W7H TACK IN LEAD PLUG AT
THE INTERSECTION OF SE 139TH PLACE AND 1567H AVENUE SE, ELEVATION = 372.34 FEET.
BASIS OF BEARINGS,
N0029'00 'E BETNEENTHE MONUMENTS FOUND IN PLACE AT THE SOUTH AND NORTH OUARTER
CORNERS OF SECTION 14 -23 -5 PER REF. 2
VERTICAL DATUM.
n. NAVD 88 PER KING COUNTY VERTICAL CONTROL
5
n
12 +00 12 +60 13 +20 13 +80 14 +40
GRAPHIC SCALE
0 15 30 60
1 INCH = 30 FT.
HORIZONTAL
`5 10 20
1 INCH = 10 Fr.
VERTICAL.
15 +00
15 +60
16 +20
c
N
0
6
_ RECOMMENDED FOR APF OVAl
BY. Date ✓
B /( Date•
BY: Date:
w4w36,6SO2
i-
i
Cal 2 Worft Date Before You Dig
1-800-424-5555
UBiQee Underground Location Center
(ID,MT,ND,OFtWA)
BY: Date:
9.�q�.✓op
Rq, — 141:116
D.R. STRONG
CONSULTING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
10'604 NE 38M PL, #101 K/RKLAND, WA 99033
0425&27.3= F425.a27.2423
xlvw.asaron9.aom
1
aT r cM11111 tfls DA11:o MWARY 10, 2013
YLP
01.x.15
MAJ t
.
AS NOTM
w ,�, ,�,
°i
CITY OF
RENTON
Planning; /Building /Public Works Dept.
SADDLEBROOK
SEWER EXTENSION PROFILE
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1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE W1774 THE STANDARDS AND
SPECIRCA77ONS OF THE CITY OF REN70N PLANNING11BUILDING/PUBLIC WORKS DEPARTMENT AND THE
LA TEST EDITION OF THE W5DOT /APWA STANDARDS AND SP£CIFICA DONS, AS APPROVED AND MQ01FIED
BY 7H£ CITY OF REN701V IN THE RENTON STANDARD PLANS & SPECIRCATONS. A SET OF APPROVED
PLANS SHALL BE KEPT ON 97E AT ALL 77MES DURING CONSTRUCTON.
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON
WEEKDAYS UNLESS 07HERWTSE APPROVED IN WRITING BY 774E PLANNING/BUILDING/PUBLIC WORKS
DEPARTMENT. AN APPROVED 7RAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY
WORK W7771IN PUBLIC RIGHT OF WAY.
J ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE
CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATON SO AS TO AVOID
DAMAGE OR DISTURBANCE.
4. A PRE- CON57RUC77ON CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR 70
STARRNG NEW CONSTRUCTION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL
NECESSARY PERMI7S PRIOR TO STARRNG CONS7RUC7I01V ( INSPECTON WILL BE ACCOMPLISHED BY A
REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTS RESPONSIBILITY TO
NOTFY 7HE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTON.
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
& A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE KHENEVER CONSIRUC7701V IS IN
PROGRESS
9. THE CON7RAC7OR SHALL PROVIDE THE CITY OF RENTON WIN 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 111TH A LOOSE
AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES THOROUGHLY TAMPING EACH LAYER 70
95 PERCENT OF MAXIMUM DENSITY. 7HESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER
ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS 70 COMPLETE THE FILL
OVER PIPE SHALL BE IHE SAME AS DESCRIBED.
11. OPEN CUT ROAD CROSSINGS FOR U77LITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE
BACKFYLLED Hf7H CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS 07HERKIW APPROVED BY
THE CITY OF RENTON.
12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VER77CAL DATUM 1988 METERS, AND
FOR HORIZONTAL CONT901. SHALL BE NORTH AMERICAN DATUM 198311991 METERS UNLESS OTHERWISE
APPROVED BY THE CITY OF REN70N PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND
ELEVATONS ARE N07ED ON THE PLANS
13. ALL DISIURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE
SADSFACRON OF THE DEPARTMENT FOR 7HE PREVENTION OF ON -SITE EROSION AFTER THE
COMPLERGN. OF CONSMUCRON.
14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
ACCORDANCE WIN THE STANDARDS AND SPEORCATONS OF THE CITY OF RENTON
COMPACTION OF REWIRED BEDDING MATERIAL, 70 UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF
THE PIPE WILL BE SUPPORTED DN A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE
PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE.
15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED AS7M D 3034,
SDR 35, OR DUCTILE IRON CLASS $0, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTIUTY.
16. IN UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES
ABOVE FINISHED . GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE.
IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
I-- W (SEE NOTE 7) LIMITS OF PIPE ZONE
BEDDING MATERIAL FOR
(SEE NOTE 5) �.
SANITARY SEWER PIPE O.D. OF PIPE
FOUNDATION LEVE
BEDDING FOR SANITARY SEWER PIPE
NOJE51
1. PROVIDE UNIFORM SUPPORT UNDER BARREL
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HMO TAMP ONLY.
4 PIPE INSTALLATION SHALL BE PER SECTION 7 -08 OF THE
STANDARD. SPECIFICATIONS.
5. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS"
AS SPECIFIED IN THE AGGREGATES SECTION OF ME STANDARD
SPECIFICATIONS OR PEA GRAVEL.
B. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE ROW '
LINE IS MAINTAINED.
7. TRENCH WIDTH SHALL BE PER SECTION 2 -08.4 OF THE
STANDARD SPECIFICATIONS
PUBLIC WORKS PIPE BEDDING MD' PLAIN - 485
° DEPARTMENT FOR 'SANITARY, SEWERS. OCTOBER 2012
Cal 2 Waking Days Bellas
SE 114 SE OF SECTION 32, TOWNSHIP 23N, RANGE 5E, W.M.
BA DDL EBROOK
MANHOLE FRAME AND COVER
SEE STD. PLAN 401
ADJUSTMENT RINGS (2' MIN.
SEE NOTE a
MORTAR JOINT(S) (3/8' MIN.)
SEE NOTE 5
CONE (ECCENTRIC)
RUBBER GASKETEO JOINTS IN
ACCORDANCE WITH ASTM 0-443
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL
LADDER - POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX. PIPE SM - T
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 M. 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.
S. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF
ADJUSTMENT RINGS. BRICKS AND MORTAR OWLL 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 CHANNEUNG,
COATED (SEALED) COM A HICK SOLIDS URETHANE COATING; WASSER MC- AROSHIELD OR
APPROVED EQUAL: COLOR OF COATING SHALL BE WHITE.
& RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WM ASIM C -443.
e. CHANNEL HEIGHT SHALL BE AMINIMUM 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.
PUBLIC WORKS SID. PUN - 4001
E DEPAI,IBNT STANDARD SANITARY MANHOLE
.. SEPTEMBER 2011
FUTURE
e" BUILDING SEWER PIPE j BUILDING SEWER
6,%6'X6, WYE `MI 4" STUD MARKING POST PAINTED
`TF£ Wnl B" VIDE OUTLET SURFACE CLEMIOUT WnM MITE WM ME WORD 'SEWER' S1ENtlIFD
CAST IRON RING a COVER IN 3' HIGH BLACK LETTERS AND /B CORE
(FAST JORDAN IRON WINKS WRAPPED AROUND THE STUD MID
3815 OR APPROVED EQUAL. EXTENDED TO THE TOP OF THE Mo.
SPECIFY ,SEWER° ON MID,
6" SIDE SEWER AND BUILDING SEWER' .SEE STD. PLAN 103.1 FOR
INBTALIAnON)
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
UNES ARE AS FOLLOWS,
A. MTRIFlED CLAY MAIN - CCOUPUNOS (F'ERNCO OR APPROVED EQUAL).
B. CONCRETE MAN - CORE- DRILEO WITH A ROMAC BAWIE (OR
APPROVED EQUA),
C: PVC MAIN - CORE-0011,11) WTI A ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN A NEW TEE URNG RING COUPIAGeS.
D. DUCTILE IRON MAIN - CORE -DPoLIID WM A MAC SAMIE (OLD
APPROVED EQUAL)
E. MANHOLE CONNECTION - ALL CONNECTIONS m MANHOLES SHALL BE
AT MANUFACTURED KIMIK -OUTS OR ME
STRUCTURE SHALL BE CORE- DRILLED.
" ALLOWABLE MAX.
R CAST IRON PIPE
DUCTILE IRON PIPE. .yY\OOS
CONCRETE
COBLd N" MIN SHAPE
HORIZONTAL
6" SEWER MAIN
8" MIN. MAIN
CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION
OF TEE AT MAIN OVER 25
ELEVATION
NOTE:
UNLESS OM .5' CO SHOWN ON PLAN. SIDE SEWER SHALL HAVE
A MINIMUM 2.5' COVER AT PROPERTY LINE 3-5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOVER.
PUBLIC WORKS STANDARD SIM SEWER - 408.1
INSTALLATION
�NNfff��� DEPARTMENT (SEWER MAIN TO PROPERTY LINE) k=; 2011
D.R. STRONG 1
CONSULTING ENGINEERS 2
ENGINEERS PLANNERS SURVEYORS
TOM ME 38M PL, X101 KIRKIAND, WA 95033
0425.527.3083 F425.827.2423
wMl:drslrorp.awn No.
REVISION
SEAL WITH AR 4000 OR
APPROVED EQUAL AND DRY
SAND AFTER PATCHING
PATCHED AREA
n
CLASS PLAN
NTS
11-0* OUTSIDE DIA.--t1'-O"1F2" ASPHALT
OR AS BY
THE ENGINEER.
XE
W4"
SECTION
NORM
REMOVE PAVOUNT AND BASE MARDIALS FOR A DISTANCE
WHICH B EQUAL To THE DIAMETER OF THE FRAME PLUS TWO FEET.
ADJUST CASING FRAME TO PAVEMENT SURFACE USING RISER RINGS OR
CONCRETE BLDatS PER SID. PLAN 40011.
REPLACE MIL BUT TOP 2" OF EXCAVATED MTMU_ WIN
CLASS 3000 CONCRETE (3/4). f11EH PAVEMENT SURFACE
WITH T' OF ASPHALT CVSS •B' OR As APPROVED BY
THE ENGINEER
PUBLIC WORKS TWPICAL UTILITY COVER SM. PLAN - 400A
E
DEPARTMENT ADJUSTMENT FOR
PAVEMENT OR OVERLAY DECEMBER 2010
Grout adjusting rings Inside,
and between. Grout under
"EE
Copolymer Polypropylene
RECOMMENDED FOR APPOVAL
BY: Date:
Plastic Steps & Ladder.
BY: Date:
BY: Date:
48° MH
I 48
6 MIN.
1 ! MIN
1 24 MIN.
21 I.D.
54' MH
54°
1 8" MIN.
5.5° MIN.
I 24 MIN.
24" I.D.
60" MH
1 60'
B' MIN.
1 6' MIN.
42' MIN.
1 307 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 M. 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.
S. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF
ADJUSTMENT RINGS. BRICKS AND MORTAR OWLL 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 CHANNEUNG,
COATED (SEALED) COM A HICK SOLIDS URETHANE COATING; WASSER MC- AROSHIELD OR
APPROVED EQUAL: COLOR OF COATING SHALL BE WHITE.
& RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WM ASIM C -443.
e. CHANNEL HEIGHT SHALL BE AMINIMUM 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.
PUBLIC WORKS SID. PUN - 4001
E DEPAI,IBNT STANDARD SANITARY MANHOLE
.. SEPTEMBER 2011
FUTURE
e" BUILDING SEWER PIPE j BUILDING SEWER
6,%6'X6, WYE `MI 4" STUD MARKING POST PAINTED
`TF£ Wnl B" VIDE OUTLET SURFACE CLEMIOUT WnM MITE WM ME WORD 'SEWER' S1ENtlIFD
CAST IRON RING a COVER IN 3' HIGH BLACK LETTERS AND /B CORE
(FAST JORDAN IRON WINKS WRAPPED AROUND THE STUD MID
3815 OR APPROVED EQUAL. EXTENDED TO THE TOP OF THE Mo.
SPECIFY ,SEWER° ON MID,
6" SIDE SEWER AND BUILDING SEWER' .SEE STD. PLAN 103.1 FOR
INBTALIAnON)
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
UNES ARE AS FOLLOWS,
A. MTRIFlED CLAY MAIN - CCOUPUNOS (F'ERNCO OR APPROVED EQUAL).
B. CONCRETE MAN - CORE- DRILEO WITH A ROMAC BAWIE (OR
APPROVED EQUA),
C: PVC MAIN - CORE-0011,11) WTI A ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN A NEW TEE URNG RING COUPIAGeS.
D. DUCTILE IRON MAIN - CORE -DPoLIID WM A MAC SAMIE (OLD
APPROVED EQUAL)
E. MANHOLE CONNECTION - ALL CONNECTIONS m MANHOLES SHALL BE
AT MANUFACTURED KIMIK -OUTS OR ME
STRUCTURE SHALL BE CORE- DRILLED.
" ALLOWABLE MAX.
R CAST IRON PIPE
DUCTILE IRON PIPE. .yY\OOS
CONCRETE
COBLd N" MIN SHAPE
HORIZONTAL
6" SEWER MAIN
8" MIN. MAIN
CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION
OF TEE AT MAIN OVER 25
ELEVATION
NOTE:
UNLESS OM .5' CO SHOWN ON PLAN. SIDE SEWER SHALL HAVE
A MINIMUM 2.5' COVER AT PROPERTY LINE 3-5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOVER.
PUBLIC WORKS STANDARD SIM SEWER - 408.1
INSTALLATION
�NNfff��� DEPARTMENT (SEWER MAIN TO PROPERTY LINE) k=; 2011
D.R. STRONG 1
CONSULTING ENGINEERS 2
ENGINEERS PLANNERS SURVEYORS
TOM ME 38M PL, X101 KIRKIAND, WA 95033
0425.527.3083 F425.827.2423
wMl:drslrorp.awn No.
REVISION
SEAL WITH AR 4000 OR
APPROVED EQUAL AND DRY
SAND AFTER PATCHING
PATCHED AREA
n
CLASS PLAN
NTS
11-0* OUTSIDE DIA.--t1'-O"1F2" ASPHALT
OR AS BY
THE ENGINEER.
XE
W4"
SECTION
NORM
REMOVE PAVOUNT AND BASE MARDIALS FOR A DISTANCE
WHICH B EQUAL To THE DIAMETER OF THE FRAME PLUS TWO FEET.
ADJUST CASING FRAME TO PAVEMENT SURFACE USING RISER RINGS OR
CONCRETE BLDatS PER SID. PLAN 40011.
REPLACE MIL BUT TOP 2" OF EXCAVATED MTMU_ WIN
CLASS 3000 CONCRETE (3/4). f11EH PAVEMENT SURFACE
WITH T' OF ASPHALT CVSS •B' OR As APPROVED BY
THE ENGINEER
PUBLIC WORKS TWPICAL UTILITY COVER SM. PLAN - 400A
E
DEPARTMENT ADJUSTMENT FOR
PAVEMENT OR OVERLAY DECEMBER 2010
Grout adjusting rings Inside,
and between. Grout under
"EE
Copolymer Polypropylene
RECOMMENDED FOR APPOVAL
BY: Date:
Plastic Steps & Ladder.
BY: Date:
BY: Date:
per the Standard Detail.
Locate as shown
a 11 -14-12
BCGX:
PIe
on plan view below.
Provide grout at knock -out.
"
B
Provide sand collar for PVC
s
pipe.
o
n Mape
Poured in place Class 4000
cement concrete base.
Ian
Seal boot by
C.. Or approved
.%%COL/_
Manhole steps / \,?'{ -I
Frame and cover. // PLAN
Manhole Frame and Cover
per the Standard Detail.
Locate as shown on plan.
Minimum requirement
for adjustment shall be
(2) - 4" rings.
Eccentric cone.
1 section below cone
j is required.
Confined O-ring rubber
gasket )Dints and butyl
sealant strips (typ.)
growl bedding per
ELEVATION the Specl6catlOns.
oundation gravel per the
SpeclOcatlons, if required.
Notes:
1. Marker poste may be required in
easements.
MIN
RENT0"''
o
SEWER
COVER & FRAME
PLAN VIEW
25' DIA.
[635nn17 t'
3/4' r [25ron]
D9nn] J'JI.
8 3/4'
1222M3 E64M3
TYP
COVER SECTION VIEW
25 114' DIA
E641nN 1 LI6'
114' GM) DIA Ir- 127M,]
NEOPRENE GASKET,
l � [IS2r
D_T 23 SM DIA CL OPEN
27 5/16' WA
1694.7
34 1/8' MA
COVER BOTTOM VIEW
(3> BLT SM, (ALLEN HEAD)
5/8' -11 X' 1.5 SS
RUBBER WASHER
EON BOLTING DETAIL
1/4' 1 1 /16•
[6M1 [E7M1
VB'
[3M]
rRanm
GASKET GROOVE DETAIL
L867M1 MOTES.
FRAME SEC110N VIEW 1. ALL COVERS SHALL BE LOCKING UD PER EAST
JORDAN IRON WORKS INC. No. 3717CI OR EQUAL
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
SEWER"). OR WATER (SPECIFY "WATER").
PURIM WORKS 5171. PLAN - 401
IS DIPAWFURNII MANHOLE FRAME AND COVER
.DECEMBER 2008
Sm3-66503
LP 01. 20.13 -.MAJ sew.YED: wuc NE111MlL wvo 1
1P 03.14.13 MAJ �„ AS NOTED IN6RaaxrM: N.n NBfioBBI CITY OF
eRAWE MP RENTON
. M rum Planning /Building /Public Works Dept.
MAJ
IMO qff wM
BY DATE APPR AAPBOVTO: svLE AxoROw6w
MM
0- &k s 36 (; 503
RECOMMENDED FOR APPOVAL
BY: Date:
BY: Date:
BY: Date:
BY: Date:
SAD'DLEBROOK
SEINER NOTES AND DETAILS
a 11 -14-12
BCGX:
PIe
1WVIG IM.
SS3
0- &k s 36 (; 503