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FOUND MON. IN CASE
A PORTION OF THE N.W. 114 OF THE S.W. 114 OF SECTION 10, T.23N., R.05E., W! M.
CITY OF RENTON, STATE OF WASHINGTON
N.E. 6TH PLACE
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T.L. 102305 -9282
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(MATCH GROUND SURFACE) ACCESS � 1
INV @392.98 (E) ROAD
INV= 392.88 (SW)
0+63 PVC l
,' SIDESEWER FOR '
408
— iL. 102305 -9262 y-i-
TRACT 'C' OF VINEYARDS II I �•� - -
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REC. NO. 20030305000057 °75' -B" Pv}
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EX. SSMH %VEX PAVING 1 WER
RIM = 405.82- ---^^– " ASE M EN T
INV- 392.72 8 "PVC -N &S
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GAS METER lTT/77
i6'�8'I PVC ®1.00%
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EX. HOUSE _ ! REMOVE EXISTING 5' -8"
PVC STUB 0 0.50%
T.L. 102305 -9446
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_ EXISTING 1 SEWER EASEMENT
— - - +° REC. N0. 200 040625000526
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CITY OF RENTON NO. 15C
FOUND MON I CASE Hi I
CITY OF RENTON NO. 1503
1/8" COPPER PIN IN A CONCRETE POST MONUMENT, DOWN 0.7',
IN A MONUMENT CASE AT THE CONSTRUCTED INTERSECTION OF
N.E. 4TH STREET AND UNION AVENUE N.E.
ELEVATION= 401.01 FEET
400
390
DATUM ELEV
385.00
RIM = 405.82
72 (8"PVC—N &S)
1.00%
SSMH# 1
RIM = 405.3*
(MATCH GR01
INV= 392.98
INV= 392.88
SEWER PROFILE
1 " =20' HORIZ.
1 " =5' VERT.
----- - - - - -`
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CITY OF RENTON NO. 806
FOUND MON. IN CASE
A PORTION OF THE N.W. 114 OF THE S.W. 114 OF SECTION 10, T.23N., R.05E., W! M.
CITY OF RENTON, STATE OF WASHINGTON
N.E. 6TH PLACE
F-------- - - - - --
I � �A
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T.L. 102305 -9282
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— __ — — — — — — —
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I. EX. 6' CYCLONE FE
T.L. 102305 -9286
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02305 -9285
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# 1 12' WIDE
RIM = 405.3) GRAVEL
(MATCH GROUND SURFACE) ACCESS � 1
INV @392.98 (E) ROAD
INV= 392.88 (SW)
0+63 PVC l
,' SIDESEWER FOR '
408
— iL. 102305 -9262 y-i-
TRACT 'C' OF VINEYARDS II I �•� - -
C
REC. NO. 20030305000057 °75' -B" Pv}
/ I
r16' SANITARY
EX. SSMH %VEX PAVING 1 WER
RIM = 405.82- ---^^– " ASE M EN T
INV- 392.72 8 "PVC -N &S
a
GAS METER lTT/77
i6'�8'I PVC ®1.00%
� { .,
EX. HOUSE _ ! REMOVE EXISTING 5' -8"
PVC STUB 0 0.50%
T.L. 102305 -9446
I Ir I.'.::..::'.'.'.I
_ EXISTING 1 SEWER EASEMENT
— - - +° REC. N0. 200 040625000526
dr-
T.L. 102305 -9445
410
CITY OF RENTON NO. 15C
FOUND MON I CASE Hi I
CITY OF RENTON NO. 1503
1/8" COPPER PIN IN A CONCRETE POST MONUMENT, DOWN 0.7',
IN A MONUMENT CASE AT THE CONSTRUCTED INTERSECTION OF
N.E. 4TH STREET AND UNION AVENUE N.E.
ELEVATION= 401.01 FEET
400
390
DATUM ELEV
385.00
RIM = 405.82
72 (8"PVC—N &S)
1.00%
SSMH# 1
RIM = 405.3*
(MATCH GR01
INV= 392.98
INV= 392.88
SEWER PROFILE
1 " =20' HORIZ.
1 " =5' VERT.
----- - - - - -`
T.L. 102305 -9284
h
0 5 10 2D
SCALE 1" = 20'
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--`CLEANOUT PER, C.O.R. STD.
PLAN N0. 403:1
�JFLV�393:7� — — — — _
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CLEANOUT PER C.O.R.
PLAN NO. 403.1
393.73
5- 363601
RECOMMENDED
FOR APPROVAL
BY
BY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE
DATE
DATE
UTILITY SPECIFICATIONS
SANITARY SEWER NOTES AND SPECIFICATIONS
THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY.
L ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT
AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS
APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS &
SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING
CONSTRUCTION.
2.THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON
WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING /BUILDING /PUBLIC
WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO
BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY.
3.ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO
AVOID DAMAGE OR DISTURBANCE.
4.A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO
STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE
ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE
ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN
ADVANCE OF BACKFILLING ALL CONSTRUCTION.
S.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.
TPLANS 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.
VTHE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS- 9111LT DRAWING OF THE
SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED B. .k LICENSED
PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A
LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING
EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST
EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE
TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY
SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS
OTHERWISE APPROVED BY
12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS,
AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS
UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT.
REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE
SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE
COMPLETION OF CONSTRUCTION.
14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE
WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY
OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. PHIS SHALL INCLUDE
NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL,
AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM
GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY
DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND
BELOW THE PIPE.
15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D
3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE
WASTEWATER UTILITY.
16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES
ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT
GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
I
Call
before you
Dog.
1 -800- 424 -5555
AVOID CUTTING UNDERGROUND
UTIUTY LINES. ITS COSTLY
7
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION,
CALL BEFORE YOU DIG: 1 -800- 424 -5555
UNDERGROUND SERVICE (USA)
26,( `363001 Y: s(J)\1N1WW MADISON PlACE110503 CPDWwg118> 302&ENG.dri809N8 /1101:47SBPM PDT
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BY THE ENGINEER
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ROME.
1. B" AND 6* CLEANOUTS ON SEWER .MAINS SHALL BE EAST JORDAN 4RON 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 3000, PAD AROUND THE RING AND COVER
\) Q SfD. PLAN - 403.3
! =
PUBLIC ORKS. 6'OR 6 INCH CLEANAUT
DEPARTMENT RTMENT FORSANITARY SEWER MAINS
SEPTEMBER 2011
PROPERTY UNE
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6' BUILDING SEWER PIPE `r :BUILDING SEWER
D \-
Y STUD MARKING POST PAINTED
-ME WITH 6" SIDE OUTLET p 6"X6 "X6" wM yAIITE 1NiH THE WORD 'SERER' STENCILED
SURFACE RING UT WITH IN 3" HIGH BLACK LETTERS AND WIRE
CAST IRON RING &COVER `�
(EAST JORDAN IRON WORKS WRAPPED AE STUD AND
2975 OR APPROVED EQUAL, EXTENDED TO O THE TIE THE OF THE 5N0.
SPECIFY 'SEWER' ON U0. rS.
6" SIDE SEWER AND BID DING SEWER SEE .STD. PLAN 403.1 FOR
r INSTALLATON)
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
ONES ARE AS FOLLOWS:'
A. VITRIFIED CLAY MAIN CUT IN A NEW ME USING FLEXIBLE
CWPUNGS (FERNCO OR APPROVED EWAL).
B. CONCRETE MAIN - CORE- DRILLED WITH A ROMAC GAGGLE (OR
APPROVED' EQUAL).
C. PVC MAIN - CORE DRILLED WITH A ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN A NEW LEE USING RIGID CDUPUNGS
0. DUCTILE IRON MAIN - CORE- DRILUM WITH A ROMAC SADDLE (OR
APPROVED EQUAL)
E. MANHOLE CONNECTOR -ALL CONNECTIONS TO MANHOLES SHALL BE
AT MANUFACTURED KNOCK -OUTS OR THE
x. STRUCTURE. SHALL BE CORE- DRILLED,
6D" ALLOWABLE MAX
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE. �q
1:3:5 MIX
COHERE BLOCKIN �P+ �Mp'FOVOCK
.I. \N T,S .F}t6
2Z MIN SLOPE
6" SIDE OUTLET TEE HORIZONTAL
I SEWER
MANHOLE FRAME AND COVER
6' SEE STD. PLAN 401
24" ADJUSTMENT RINGS (2- MIN.)
12"' MAX.= SEE NOTE 6 ;
MORTAR JONT(S) (3/8 MIN.)
O SEE NOTE 5
CONE (ECCENTRIC)
RUBBER GASKETED JOINTS IN
ACCORDANCE WITH ASTM C -443
,Cl
STEPS - POLYPROPYLENE STEPS
6 1�2 SHALL BE INCLUDED
7' MIN,
'A
CONCRETE RISER By PIPE INC..
OR APPROVED EQUAL
L
12 (TYP) ° LADDER POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX PIPE SIZE
17 CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
NOT TO SCALE
F A7 DOTES;_.
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2 STEPS ARE TO BE 9N PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED
3. -: CASTING .SHALL' BE PER. SM. PLAN 401.
4 MANHOLE SECTORS TO BE OF REINFORCED PRECAST CONCRETE.
5 ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6 iADJUSTMENT OF THE :CASTING TO. GRADE SHALL BE ACCOMPUSHED WITH A COMSINATON OF
= ADJUSTMENT RINGS, s BRICKS AND r MORTAR: ONLY..BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND. THE USE OF SHIMS C PROHIB D
7. SANITARY SEWER MANHOLES. SHALL HAVE ALL INTERIOR SURFACES INCLUDING CHANNELING,
COATED (SEALED) \WITH A HIGH SOUDS URETHANE COATNG, WASHER,. MC- AROSHIEW OR
''.APPROVED EQUAL; °COLOR 'OF COATING SHALL. BE .WHITE
8. RUBBER GASKETED JOINTS SHALL BE iN CONFORMANCE NTH ASTM C -443.
9.s CHANNEL .HEIGHT SHALL BE >A MINIMUM OF 3/4 OF THE INSIDE' DIAMETER OF THE LARGEST PIPE
10. .CONNECTIONS TO MANHOLE SHAUL 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 HAW A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE.
IN PAVED AREAS, COYER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.(.
2
PUBLIC WORKS STANDARD SANITARY MANHOLE SID PLAN -4003
%J DEPARTMENT
EHTO�
SEPTEMBER 2011
BOLTNDLES 3 FLOG
EQUALLY SPACED 120°
APART ON 23 1/16' (586MM)
q DIP B.C. (SEE DETAIL)
d
VQ
s'V
RENTO
p�j SEWER 6� C
.COVER BOTTOM VIEW
COVER &'FRAME
PLAN VIEW
25' DIA
[635mM17 t' (3ELT SOC (ALLEN HEAD)
3/4'23Mm] 5/8' -11 X 1.5 SS
C19mm1 RUBBER WASHER
71LIL
P>
COVER SECTION VIEW
EON BOLTING DETAIL
26 1/2" DIA
[673mM]
25 1/4' DIA�
II C643mM] 11 1 {16' � 3 3 /t6
1/4 (6 ) DIB [27mm1
NEOPRENE GASKET
48 "MH 48 6 ",MIN 5 "MIN 24 MIN 21" E10.
b4" MH 54 6" MIN 5.5' MIN. 24 MIN. 24' ID
60" MH 60 8 "MIN. 6'MIN. 42 MIN. 30' I.D.
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45' (1/8) BEND
ROME.
1. B" AND 6* CLEANOUTS ON SEWER .MAINS SHALL BE EAST JORDAN 4RON 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 3000, PAD AROUND THE RING AND COVER
\) Q SfD. PLAN - 403.3
! =
PUBLIC ORKS. 6'OR 6 INCH CLEANAUT
DEPARTMENT RTMENT FORSANITARY SEWER MAINS
SEPTEMBER 2011
PROPERTY UNE
z
FUTURE
6' BUILDING SEWER PIPE `r :BUILDING SEWER
D \-
Y STUD MARKING POST PAINTED
-ME WITH 6" SIDE OUTLET p 6"X6 "X6" wM yAIITE 1NiH THE WORD 'SERER' STENCILED
SURFACE RING UT WITH IN 3" HIGH BLACK LETTERS AND WIRE
CAST IRON RING &COVER `�
(EAST JORDAN IRON WORKS WRAPPED AE STUD AND
2975 OR APPROVED EQUAL, EXTENDED TO O THE TIE THE OF THE 5N0.
SPECIFY 'SEWER' ON U0. rS.
6" SIDE SEWER AND BID DING SEWER SEE .STD. PLAN 403.1 FOR
r INSTALLATON)
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
ONES ARE AS FOLLOWS:'
A. VITRIFIED CLAY MAIN CUT IN A NEW ME USING FLEXIBLE
CWPUNGS (FERNCO OR APPROVED EWAL).
B. CONCRETE MAIN - CORE- DRILLED WITH A ROMAC GAGGLE (OR
APPROVED' EQUAL).
C. PVC MAIN - CORE DRILLED WITH A ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN A NEW LEE USING RIGID CDUPUNGS
0. DUCTILE IRON MAIN - CORE- DRILUM WITH A ROMAC SADDLE (OR
APPROVED EQUAL)
E. MANHOLE CONNECTOR -ALL CONNECTIONS TO MANHOLES SHALL BE
AT MANUFACTURED KNOCK -OUTS OR THE
x. STRUCTURE. SHALL BE CORE- DRILLED,
6D" ALLOWABLE MAX
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE. �q
1:3:5 MIX
COHERE BLOCKIN �P+ �Mp'FOVOCK
.I. \N T,S .F}t6
2Z MIN SLOPE
6" SIDE OUTLET TEE HORIZONTAL
I SEWER
MANHOLE FRAME AND COVER
6' SEE STD. PLAN 401
24" ADJUSTMENT RINGS (2- MIN.)
12"' MAX.= SEE NOTE 6 ;
MORTAR JONT(S) (3/8 MIN.)
O SEE NOTE 5
CONE (ECCENTRIC)
RUBBER GASKETED JOINTS IN
ACCORDANCE WITH ASTM C -443
,Cl
STEPS - POLYPROPYLENE STEPS
6 1�2 SHALL BE INCLUDED
7' MIN,
'A
CONCRETE RISER By PIPE INC..
OR APPROVED EQUAL
L
12 (TYP) ° LADDER POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX PIPE SIZE
17 CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
NOT TO SCALE
F A7 DOTES;_.
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2 STEPS ARE TO BE 9N PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED
3. -: CASTING .SHALL' BE PER. SM. PLAN 401.
4 MANHOLE SECTORS TO BE OF REINFORCED PRECAST CONCRETE.
5 ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6 iADJUSTMENT OF THE :CASTING TO. GRADE SHALL BE ACCOMPUSHED WITH A COMSINATON OF
= ADJUSTMENT RINGS, s BRICKS AND r MORTAR: ONLY..BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND. THE USE OF SHIMS C PROHIB D
7. SANITARY SEWER MANHOLES. SHALL HAVE ALL INTERIOR SURFACES INCLUDING CHANNELING,
COATED (SEALED) \WITH A HIGH SOUDS URETHANE COATNG, WASHER,. MC- AROSHIEW OR
''.APPROVED EQUAL; °COLOR 'OF COATING SHALL. BE .WHITE
8. RUBBER GASKETED JOINTS SHALL BE iN CONFORMANCE NTH ASTM C -443.
9.s CHANNEL .HEIGHT SHALL BE >A MINIMUM OF 3/4 OF THE INSIDE' DIAMETER OF THE LARGEST PIPE
10. .CONNECTIONS TO MANHOLE SHAUL 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 HAW A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE.
IN PAVED AREAS, COYER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.(.
2
PUBLIC WORKS STANDARD SANITARY MANHOLE SID PLAN -4003
%J DEPARTMENT
EHTO�
SEPTEMBER 2011
BOLTNDLES 3 FLOG
EQUALLY SPACED 120°
APART ON 23 1/16' (586MM)
q DIP B.C. (SEE DETAIL)
d
VQ
s'V
RENTO
p�j SEWER 6� C
.COVER BOTTOM VIEW
COVER &'FRAME
PLAN VIEW
25' DIA
[635mM17 t' (3ELT SOC (ALLEN HEAD)
3/4'23Mm] 5/8' -11 X 1.5 SS
C19mm1 RUBBER WASHER
71LIL
P>
COVER SECTION VIEW
EON BOLTING DETAIL
26 1/2" DIA
[673mM]
25 1/4' DIA�
II C643mM] 11 1 {16' � 3 3 /t6
1/4 (6 ) DIB [27mm1
NEOPRENE GASKET
48 "MH 48 6 ",MIN 5 "MIN 24 MIN 21" E10.
b4" MH 54 6" MIN 5.5' MIN. 24 MIN. 24' ID
60" MH 60 8 "MIN. 6'MIN. 42 MIN. 30' I.D.
I-- W (SEE NOTE 4) LIMITS OF PIPE ZONE
BEDDING MATERIAL FOR
SANITARY SEWER PIPE
(SEE NOTE 6) O.D. OF PIPE '.
�
FOUNDATION LEVEL
'. BEDDING` FOR SANITARY SEWER PIPE
NOTES: -
I. PROVIDE UNIFORM SUPPORT UNDER BARREL
2 HANG TAMP UNDER HAUNCHES
3 COMPACT BEDDING MATERIAL TO 959 MAX DENSITY EXCEPT DIRECTLY
OVER PIPE HAND TAMP ONLY
4 SEE 'EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY'
SEWERi SECTION OF THE STANDARD SPECIFICATIONS FOR TRENCH
WIDTH . "W'- AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE
ACTUAL TRENCH WIDTH
5. TRENCH BACKFLL SHALL CONFORM TO "BACKFlLUNG "'IN THE SANITARY
SEWER SECTION OF THE STANDARD 'SPECIFICATIONS, : EXCEPT THAT ".
ROCKS OR LUMPS LARGER THAN 1 ". PER FOOT OF PIPE DIAMETER
SHALL NOT BE USED IN THE BACKFILL MATERIAL r
6. PIPE ZONE MATERIAL SHALL HE "GRAVEL BACKFILL FOR DRAINS" AS
`SPECIFIED IN THE AGGREGATES SECTION Of THE STANDARD
:
SPECIFICATIONS.
] PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW '
LINE i5 MAINTAINED
I� PUBLIC WORKS PIPE BEDDING
SID. PLAN -406 -
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MARCH 2008
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DEPARTMENT FOR SANITARY SEWERS
MARCH 2008
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RECOMMENDED
FOR APPROVAL
By
Rr
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE
DALE
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1- 800 - 424 -5555
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UTI
LITY LINES. IT'S COSTLY
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:36 PM PDT
5- 363602 BY
RECOMMENDED
FOR APPROVAL
By
Rr
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE
DALE
_
DATE
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before you
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1- 800 - 424 -5555
AVOID CUTTING UNDERGROUND
UTI
LITY LINES. IT'S COSTLY
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A PORTION OF THE N.W. 114 OF THE S.W. 114 OF SECTION 10, T.23N., R.05E., W.M.
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EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER -
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
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BENCHMARK
CITY OF RENTON NO. 806
FOUND MON. 1N CASE
A PORTION OF THE N.W. 114 OF THE S.W. 114 OF SECTION 10, T.23N., R.05E., W.M.
CITY OF RENTON, STATE OF WASHINGTON
N.E. 6TH PLACE
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FOUND MON I CASE
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IN A MONUMENT CASE AT THE CONSTRUCTED INTERSECTION OF
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-INV= 393.73
5- 363601
RECOMMENDED
FOR APPROVA
By
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE
DATE
DATE
UTILITY SPECIFICATIONS
SANITARY SEWER NOTES AND SPECIFICATIONS
THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY.
L ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING/PUBLIC WORKS DEPARTMENT
AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS
APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS &
SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING
.CONSTRUCTION.
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON
WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC
WORKS DEP�PRTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST. BE OBTAINED PRIOR TO
BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND ,CORRECT LOCATION SO AS TO
AVOID DAMAGE OR DISTURBANCE.
4.A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTCESHALL BE REQUIRED PRIOR TO
STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBIUTY TO SECURE
ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE
ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN
ADVANCE OF BACKFILLING ALL CONSTRUCTION.
S. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION
SITE.
6.1T 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. PUBUC WORKS DEPARTMENT SHALL TAKE
PRECEDENCE OVER ALL OTHER PLANS.
8.A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION
IS IN PROGRESS.
9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BI TILT DRAWING OF THE
SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED B. .1 LICENSED
PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A
LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES.' THOROUGHLY TAMPING
EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST
EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO TH =. SIDE OF THE
TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY
SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS
OTHERWISE APPROVED BY
12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS,
AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS
UNLFSS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT.
REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE
SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE
COMPLETION OF CONSTRUCTION.
14, ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
PLANNING/BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE
WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY
OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE
NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL,
AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM
GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTW ON 'A UNIFORMLY
DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND
BELOW THE PIPE.
15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D
3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE
WASTEWATER UTILITY.
16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES
ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT
GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
Gail
NOTE:
bofwe you
Dt9"
+a
EXISTING UTILITY LOCATONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER -
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
,6 e/%/% 24-SM
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FOR APPROVA
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CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE
DATE
DATE
UTILITY SPECIFICATIONS
SANITARY SEWER NOTES AND SPECIFICATIONS
THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY.
L ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING/PUBLIC WORKS DEPARTMENT
AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS
APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS &
SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING
.CONSTRUCTION.
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON
WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC
WORKS DEP�PRTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST. BE OBTAINED PRIOR TO
BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND ,CORRECT LOCATION SO AS TO
AVOID DAMAGE OR DISTURBANCE.
4.A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTCESHALL BE REQUIRED PRIOR TO
STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBIUTY TO SECURE
ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE
ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN
ADVANCE OF BACKFILLING ALL CONSTRUCTION.
S. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION
SITE.
6.1T 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. PUBUC WORKS DEPARTMENT SHALL TAKE
PRECEDENCE OVER ALL OTHER PLANS.
8.A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION
IS IN PROGRESS.
9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BI TILT DRAWING OF THE
SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED B. .1 LICENSED
PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A
LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES.' THOROUGHLY TAMPING
EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST
EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO TH =. SIDE OF THE
TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY
SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS
OTHERWISE APPROVED BY
12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS,
AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS
UNLFSS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT.
REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE
SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE
COMPLETION OF CONSTRUCTION.
14, ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
PLANNING/BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE
WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY
OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE
NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL,
AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM
GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTW ON 'A UNIFORMLY
DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND
BELOW THE PIPE.
15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D
3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE
WASTEWATER UTILITY.
16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES
ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT
GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
Gail
NOTE:
bofwe you
Dt9"
+a
EXISTING UTILITY LOCATONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER -
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
,6 e/%/% 24-SM
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r - - - REC. NO. 20040625000526
T.L. 102305 -9445 r I
410
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CITY OF RENTON NO. 15C
FOUND MON I CASE
CITY OF RENTON NO. 1503
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IN A MONUMENT CASE AT THE CONSTRUCTED INTERSECTION OF
N.E. 4TH STREET AND UNION AVENUE N.E.
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OU o MRENTON CASEBDB A PORTION OF THE N.W. 114 OF THE S.W. 114 OF SECTION 10, T.23N., R.05E., W.M.
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- I - - - - - N.E. 6TH PLACE
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TRACT 'C' OF VINEYARDS II \ - ' T -
REC. 'NO. 20030305000057 S p, 75
ANOUT PERI C.O.R. STD.
- - - - - - - - - / PI AN NO. 403,1
� - - - - - - - - - -
r16' SANITARY - - - - - -- I
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EX. HOUSE I mI I PEMOVE EXISTING 5 -S"
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EXISTING 15' SEWER EASEMENT
r - - - REC. NO. 20040625000526
T.L. 102305 -9445 r I
410
I
CITY OF RENTON NO. 15C
FOUND MON I CASE
CITY OF RENTON NO. 1503
1/8" COPPER PIN IN A CONCRETE POST MONUMENT, DOWN 0.7',
IN A MONUMENT CASE AT THE CONSTRUCTED INTERSECTION OF
N.E. 4TH STREET AND UNION AVENUE N.E.
ELEVATION-401.01 FEET
400
390
DATUM ELEV
385.00
a
C
a
\STA. 0 +75
CLEANOUT PER C.O.R.
PLAN NO. 403.1
INV= 393.73
5
RECOMMENDED
FOR APPROVAL
8Y
By
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE
DATE
DATE
UTILITY SPECIFICATIONS
SANITARY SEWER NOTES AND SPECIFICATIONS
THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY.
L ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON PLANNING /OUILDING /PUBLIC WORKS DEPARTMENT
AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. AS
APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS &
SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING
CONSTRUCTION.
2.THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON
WEEKDAYS UNLESS. OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBUC
WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO
BEGINNING ANY WORK WITHIN PUBUC RIGHT OF WAY
3 ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO
AVOID DAMAGE OR DISTURBANCE.
4.A PRE - CONSTRUCTION CONFERENCE AND A 24. HOUR NOTICE SHALL BE REQUIRED PRIOR TO
STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE
ALL NECESSARY PERMITS PRIOR TO STARING CONSTRUCTION. (INSPECTION WILL BE
ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN
ADVANCE OF BACKFIWNG 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.
6AT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY
OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
TPLANS APPROVED BY THE CITY OF RENTON. PUBUC WORKS DEPARTMENT SHALL TAKE
PRECEDENCE OVER ALL OTHER PLANS.
8.A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION
IS IN PROGRESS.
9.THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS- BIIILT DRAVANG OF THE
SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED E. .k LICENSED
PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A
LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES,'MAOROUGHLY TAMPING
EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST
EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THr SIDE OF THE
TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY
SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS
OTHERWISE APPROVED BY
12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS,
AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS
UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBUC WORKS DEPARTMENT.
REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE
SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE
COMPLETION OF CONSTRUCTION.
14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
PLANNING/BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE
WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY
OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE
NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL,
AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM
GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY
DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND
BELOW THE PIPE.
15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASCETED ASTM D
3034, SDR 35. OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE
WASTEWATER UTLITY.
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
1
Call
before you
Dt9•
1-800- 424-5=
AVOID CUTTING UIDERGROUND
UTILITY UNES. ITS COSTLY
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSBIUTY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1- 800 - 424 -5555
UNDERGROUND biRMCE (USA)
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1.00%
r-
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EX. SSMH
INV= 392:98 (E)
RIM= 405.82
INV= 392.88 (SIN)
V= 392.72 (8 "PVC -N &S)
SEWER PROFILE
1 " =20' HORIZ.
1 " =5' VERT.
N
O
r
0
a
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\STA. 0 +75
CLEANOUT PER C.O.R.
PLAN NO. 403.1
INV= 393.73
5
RECOMMENDED
FOR APPROVAL
8Y
By
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE
DATE
DATE
UTILITY SPECIFICATIONS
SANITARY SEWER NOTES AND SPECIFICATIONS
THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY.
L ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON PLANNING /OUILDING /PUBLIC WORKS DEPARTMENT
AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. AS
APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS &
SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING
CONSTRUCTION.
2.THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON
WEEKDAYS UNLESS. OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBUC
WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO
BEGINNING ANY WORK WITHIN PUBUC RIGHT OF WAY
3 ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO
AVOID DAMAGE OR DISTURBANCE.
4.A PRE - CONSTRUCTION CONFERENCE AND A 24. HOUR NOTICE SHALL BE REQUIRED PRIOR TO
STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE
ALL NECESSARY PERMITS PRIOR TO STARING CONSTRUCTION. (INSPECTION WILL BE
ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN
ADVANCE OF BACKFIWNG 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.
6AT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY
OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
TPLANS APPROVED BY THE CITY OF RENTON. PUBUC WORKS DEPARTMENT SHALL TAKE
PRECEDENCE OVER ALL OTHER PLANS.
8.A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION
IS IN PROGRESS.
9.THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS- BIIILT DRAVANG OF THE
SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED E. .k LICENSED
PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A
LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES,'MAOROUGHLY TAMPING
EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST
EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THr SIDE OF THE
TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY
SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS
OTHERWISE APPROVED BY
12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS,
AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS
UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBUC WORKS DEPARTMENT.
REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE
SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE
COMPLETION OF CONSTRUCTION.
14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
PLANNING/BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE
WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY
OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE
NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL,
AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM
GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY
DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND
BELOW THE PIPE.
15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASCETED ASTM D
3034, SDR 35. OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE
WASTEWATER UTLITY.
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
1
Call
before you
Dt9•
1-800- 424-5=
AVOID CUTTING UIDERGROUND
UTILITY UNES. ITS COSTLY
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSBIUTY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1- 800 - 424 -5555
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FOUND MON. IN CASE
A PORTION OF THE N.W. 114 OF THE S.W. 114 OF SECTION 10, T.23N ", R.05E., W.M.
CITY OF RENTON, STATE OF WASHINGTON
N.E. 6TH PLACE
�— — — — — — — — —
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I— — — — I +° REC. NO. 20040625000526
T.L. 102305 -9445" °
I
CITY OF RENTON NO. 15C
FOUND MON I CASE
CITY OF RENTON NO. 1503
1/8" COPPER PIN IN A CONCRETE POST MONUMENT, DOWN 0.7',
IN A MONUMENT CASE AT THE CONSTRUCTED INTERSECTION OF
N.E. 4TH STREET AND UNION AVENUE N.E.
ELEVATION = 401.01 FEET
410
400
390
I
DATUM ELEV
385.00
N
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CLEANOUT PER C.O.R.
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AND THE INFORMATION SHOWN
ACCURATELY REFLECTS EXISTING.
FIELD CONDITIONS AS OF THIS
DATE: l (3
WILLIAM SH PE LM ERG LS 11332
5- 363606
RECOMMENDED
FOR APPROVAL
BY
BY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE
DATE
DATE
AP: S -36 34 o(o
UTILITY SPECIFICATIONS
SANITARY SEWER NOTES AND SPECIFICATIONS
THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY.
1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH HE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS D'.'ARTMENT
AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS
APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS &
SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING
CONSTRUCTION.
2.THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON
WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING /PUBLIC
WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTx< PLAN MUST BF 09TAINED PRIOR TO
BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY.
3.ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPRUXMATE AND IT SHALL BE 'THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO
AVOID DAMAGE OR DISTURBANCE.
4.A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE -HALL BE REOUIRFD PRIOR TO
STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBIUTY TO SECURE
ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE
ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN
ADVANCE OF BACKFIWNG ALL CONSTRUCTION.
5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS. METHODS AND SEQUENCES Or
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND nTHERS 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.
S.A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION
IS IN PROGRESS.
9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH . N AS- 91I ;LT DRAWING OF THE
SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNLO 5. ., LICENSED
PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN I AYERS WITH A
EACH LAYER TO 95 PER
LOOSE AVERAGE DEPTH OF 6 INCHES. MAXIMUM DEPTH OF 8 INCHES. �!4OROUGM_Y TAMPING
F
CE NT 0 MAXIMUM DENSITY. THESE COMPACTL./ 1_AYERS MUS'i
EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO TFI: SIDE C:" THE
TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
It. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELC, ROADWAY
SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS
OTHERWISE APPROVED BY
12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METE:'
AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 MFRS
UNI 19S 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 OTHERWI STABIU'_EJ 10 ,
SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SIiE EROSION AFTER
COMPLETION OF CONSTRUCTION.
14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
ACCORDANCE WITH THE STANDARDS AND SPECIFICATION-. OF THE CITY OF RENTON
PLANNING /BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE
WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROV D AND IAODIFIED BY THE CITY
OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. DIS SHALL INCLUDE
NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF TFIE rOUNDATION MATERIAL,
AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MAT - RIA1_. FO UNIFORM
GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORT::) ON A UNIFORMLY
DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES Ai•i,V: AND
BELOW THE PIPE.
15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D
3034, SDR 35, OR DUCTILE IRON CLASS CO, UNLESS OTHERWISE APPROVED BY THE
WASTEWATER UTILITY.
16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AN') 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.
Call
before you
Dig.
1- 800 - 424 -5555
AVOID CUTTING , " ^ERGROUND
UTILITY LINES. IT'S COSTLY
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTIUTIES NOT SHOW! IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1- 800 -424 -5555
UNDFRCROUND SERVICE (USA)
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THESE PLANS ARE "AS- BUILT"
AND THE INFORMATION SHOWN
ACCURATELY REFLECTS EXISTING.
FIELD CONDITIONS AS OF THIS
DATE: l (3
WILLIAM SH PE LM ERG LS 11332
5- 363606
RECOMMENDED
FOR APPROVAL
BY
BY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE
DATE
DATE
AP: S -36 34 o(o
UTILITY SPECIFICATIONS
SANITARY SEWER NOTES AND SPECIFICATIONS
THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY.
1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH HE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS D'.'ARTMENT
AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS
APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS &
SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING
CONSTRUCTION.
2.THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON
WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING /PUBLIC
WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTx< PLAN MUST BF 09TAINED PRIOR TO
BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY.
3.ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPRUXMATE AND IT SHALL BE 'THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO
AVOID DAMAGE OR DISTURBANCE.
4.A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE -HALL BE REOUIRFD PRIOR TO
STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBIUTY TO SECURE
ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE
ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN
ADVANCE OF BACKFIWNG ALL CONSTRUCTION.
5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS. METHODS AND SEQUENCES Or
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND nTHERS 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.
S.A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION
IS IN PROGRESS.
9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH . N AS- 91I ;LT DRAWING OF THE
SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNLO 5. ., LICENSED
PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN I AYERS WITH A
EACH LAYER TO 95 PER
LOOSE AVERAGE DEPTH OF 6 INCHES. MAXIMUM DEPTH OF 8 INCHES. �!4OROUGM_Y TAMPING
F
CE NT 0 MAXIMUM DENSITY. THESE COMPACTL./ 1_AYERS MUS'i
EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO TFI: SIDE C:" THE
TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
It. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELC, ROADWAY
SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS
OTHERWISE APPROVED BY
12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METE:'
AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 MFRS
UNI 19S 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 OTHERWI STABIU'_EJ 10 ,
SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SIiE EROSION AFTER
COMPLETION OF CONSTRUCTION.
14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
ACCORDANCE WITH THE STANDARDS AND SPECIFICATION-. OF THE CITY OF RENTON
PLANNING /BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE
WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROV D AND IAODIFIED BY THE CITY
OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. DIS SHALL INCLUDE
NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF TFIE rOUNDATION MATERIAL,
AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MAT - RIA1_. FO UNIFORM
GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORT::) ON A UNIFORMLY
DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES Ai•i,V: AND
BELOW THE PIPE.
15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D
3034, SDR 35, OR DUCTILE IRON CLASS CO, UNLESS OTHERWISE APPROVED BY THE
WASTEWATER UTILITY.
16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AN') 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.
Call
before you
Dig.
1- 800 - 424 -5555
AVOID CUTTING , " ^ERGROUND
UTILITY LINES. IT'S COSTLY
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTIUTIES NOT SHOW! IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1- 800 -424 -5555
UNDFRCROUND SERVICE (USA)
C-IJ 11 S- 3� 31� f/ I Ywm(mlatosa+w,olsow PUCntaza Eno 'nwt +etsozsexe wo ovtwt al use nt voT
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1 L J .,.•
6" CONCRETE \
CLASS 3000 ` SAND OR
EXPANDABLE
FOAM
WATER TIGHT
PLUG
]4"
I 45' (1 /8) BEND
1 2
B.
4V`
A"
I P.a
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I 2 �L�'•
11" I e�P
IJ
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CAST IRON RING AND COVER aO
Gr�P BY THE MATERIINAL PIPE
45' (1/8) BEND
1. 8" 6" CLEANOUTS ON SEWER 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 3000. PAD AROUND THE RING AND COVER.
PUBLIC WORKS 8 OR 6 INCH CLEAN -OUT STD, PLAN - 403.1
DEPARTMENT FOR SANITARY SEWER MAINS SEPTEMBER 2011
- RECESSED
1 6" SIDE OUTLET TEE HORIZONTAL
LIFT POCKET
SEWER
�,%- - 11 N.C. SOCKET HD '2" A.C. 2' -0"
II��
.y
SCREW 1 Y(' LONG
(BRONZE OR S.S.) 1
CONCRETE RI COKING ANGI F TYPICAL SIDE SEWER
OF TEE AT MAIN OVER 25
ELEVATION
2" RNSEO PADS
6" BUILDING SEW PIPE
1 L J .,.•
6" CONCRETE \
CLASS 3000 ` SAND OR
EXPANDABLE
FOAM
WATER TIGHT
PLUG
]4"
I 45' (1 /8) BEND
1 2
B.
4V`
A"
I P.a
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I 2 �L�'•
11" I e�P
IJ
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CAST IRON RING AND COVER aO
Gr�P BY THE MATERIINAL PIPE
45' (1/8) BEND
1. 8" 6" CLEANOUTS ON SEWER 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 3000. PAD AROUND THE RING AND COVER.
PUBLIC WORKS 8 OR 6 INCH CLEAN -OUT STD, PLAN - 403.1
DEPARTMENT FOR SANITARY SEWER MAINS SEPTEMBER 2011
Ca'Y
PROPERTY LINE
1 6" SIDE OUTLET TEE HORIZONTAL
'
SEWER
.y
0"
CONCRETE RI COKING ANGI F TYPICAL SIDE SEWER
OF TEE AT MAIN OVER 25
ELEVATION
FUTURE
6" BUILDING SEW PIPE
BUILDING SEWER
UNLESS OTHERWISE SHOWN ON PLAN, I SIDE SEWER SHALL HAVE.
1 54
A MINIMUM 2.5' COVER AT PROPERTY iNEOR 3 -5' LOWER
\2 "'
TE
-E MIN 6" SIDE OUTLET
4" SND MARKING POST PAINTED
`6 " %e " %e' WYE
SURFACE CLEANOUT "Tx WHILE MM THE WORD 'SEWER" STENCILED
rc
CAST IRON RING & COVER IN 3" HIGH BLACK LETTERS AND 06 WIRE
1 8" MIN.
(EAST JORDAN IRON WORKS MAPPED OWNS THE SILO AND
n
2975 OR APPROVED EOUAL EXTENDED TO THE TOP OF THE STUD.
DEPARTMENT
.SPECIFY "SEWER' ON LID,
SEWER
SEE SM. PLAN 403.1 FOR
8" SIDE AND RUIIONG �FWDR
INSTAU -XION)
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
ONES ARE AS FOLLOWS:
A.
MTRIFIED CLAY MAIN - CUT IN A NEW SEE USING FLE%JBLE
COUPLINGS (FERNCO OR APPROVED EQUAL).
B.
CONCRETE MAIN - CORE - DRILLED WITH A ROAAC SADDLE (OR
APPROVED EQUAL).
C.
PVC MANN - CORE - DRILLED WITH A ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN A NEW SEE USING RIGID COUPLINGS.
D.
DUCTILE IRON MAIN - CORE- DRILLED IWTH 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.
/\
50" ALLOWABLE MAX.
/('
/
FOR CAST IRON PIPE
/ / /A \\ / /
OR DUCTILE IRO PIPE.
1:3:5 MIX: WN
i /! /" \I
Ca'Y
2% MIN SLOPE
1 6" SIDE OUTLET TEE HORIZONTAL
'
SEWER
6" MIN. MAIN `>EWER MAIN
48
CONCRETE RI COKING ANGI F TYPICAL SIDE SEWER
OF TEE AT MAIN OVER 25
ELEVATION
ELEVATION
NOTE:
21.;E; .D.
UNLESS OTHERWISE SHOWN ON PLAN, I SIDE SEWER SHALL HAVE.
1 54
A MINIMUM 2.5' COVER AT PROPERTY iNEOR 3 -5' LOWER
5.5" MIN.
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
24" I.D.
�® PUBLIC WORKS
yn-IC
STANDARD SIDE SEWER
INSTALLATION
1 8" MIN.
SID. PLAN - 406.1
1 42" MIN.
30" I.D.
DEPARTMENT
(SEWER MAIN TO PROPERTY LINE)
SEPTEMBER 2011
7'
1
'B'
1
NOT TO SCALE
MANHOLE FRAME AND COVER
SEE STD. PLAN 401
ADJUSTMENT RINGS (2 MIN.)
SEE NOTE 6
MORTAR MINT(S) (3 /5" MIN.)
SEE NOTE 5
CONE (ECCENTRIC)
RUBBER GASKETED JOINTS IN
ACCORDANCE WIN ASTI 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. STEEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ME 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 CASING SHALL BE GROUTED.
5. ADJUSTMENT OF THE CASING TO GRADE SHALL BE ACCOMPLISHED WIN A COMBINATION OF
ADJUSTMENT RINGS. BRICKS AND MORTAR QLDX BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND. THE USE OF SHIMS S PROHfl TED
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WIN A HIGH SOLIDS URETHANE COATING, WASSER MC- AROSHIELD OR
APPROVED EQUAL: COLOR OF COPING SHALL BE WHITE.
8. RUBBER GASI(ETED JOINTS SHALL BE IN CONFORMANCE WITH ASIA C -443.
S. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE-
10. CONNECTIONS TO MMHOLE 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.
;(a�4 PUBLIC WORKS STANDARD SANITARY MANHOLE SM. PLAN - 4001
\M DEPARTMENT
SEPTEMBER 2011
86nn)
COVER BOTTOM VIEW
COVER & FRAME
PLAN VIEW
F— 25' DIA. I
1635nn1 —. 1' (3) BLT SEC (ALLEN HEAD)
3/4, t25nnI 5 /D'-l1 X 1.5 SS
11
.3 WASHER
'=-83, 2 1/2' 'ILL
2 [64nn]
P
COVER SECTION VIEW
EON BOLTING DETAIL
26 1/2' ➢TA
C673nn]
25 1/4' DIA
C64Inn] I 1 1 /I6' 1 1116•
1N1
114' (6) DIA r C27nn] [6nn] r [2TW
NEOPRENE GASKET 11 I .1
1 B• J
1152nn] [inn]
F I I /8'
5/8' J 23 3/B' ➢IA LL OPEN [RSnnT
L16nn] [594nn] GASKET GROOVE DETAIL
27 5/16' DIA
C694rm]
34 1 /8' DIA
[867nn] 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 ").
O
PUBLIC WORKS
STD. PUN -401
( DEPARTMENT MANHOLE FRAME AND COVER
RA DECEMBER 2008
W (SEE NOTE 4) LIMITS OF PIPE ZONE
V-10"
BEDDING MATERIAL FOR O
SANITARY SEWER PIPE - L.O.D.
(SEE NOTE 6) OF PIPE
FOUNDATION LEVEL I
6"
—L
BEDDING FOR SANITARY SEWER PIPE
NNE:
I, 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. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY
SEWER SECTION OF THE STANDARD SPECIFICATIONS FOR TRENCH
WIDTH "W" AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE
ACTUAL TRENCH WIDTH.
5. TRENCH BACKFILL SHALL CONFORM TO "BACKRWNG" IN THE SANITARY
SEWER SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT
ROCKS OR LUMPS LARGER THAN I" PER FOOT OF PIPE DIAMETER
SHALL NOT BE USED IN THE BACKFILL MATERIAL.
6. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS' AS
SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD
SPECIFICATIONS.
7. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED.
•j40• PUBLIC WORKS PIPE BEDDING STD' PION -405
DEPARTMENT FOR SANITARY SEWERS MARCH 2008
5- 363607
RECOMMENDED
FOR APPROVAL
BY
ur
BY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE
DATE
DATE
A6' 5- 3634,0-7
J Call
before you
Dig.
1- 800 - 424 -5555
AVOID CUTTING UNDERGROUND
UTILITY LINES. IT'S COSTLY
CLL; 5- 3C�36c-D c�,
In_
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1 -800- 424 -5555
UNDERGROUND SERVICE (USA)
Y11oW (JA1%IO5B'S MACRON PUCET10593 CAGNxp \18T1026ENGdwy OI,mI Ot AT28 Mw
'8'
'C'
'D'
48" MH
48
6" MIN.
5 "MIN
24' MIN.
21.;E; .D.
54" MH
1 54
1 8" MIN.
5.5" MIN.
1 24" MIN.
24" I.D.
60" MH
1 60
1 8" MIN.
1 6" MIN.
1 42" MIN.
30" I.D.
NOTES:
1. STEEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ME 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 CASING SHALL BE GROUTED.
5. ADJUSTMENT OF THE CASING TO GRADE SHALL BE ACCOMPLISHED WIN A COMBINATION OF
ADJUSTMENT RINGS. BRICKS AND MORTAR QLDX BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND. THE USE OF SHIMS S PROHfl TED
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WIN A HIGH SOLIDS URETHANE COATING, WASSER MC- AROSHIELD OR
APPROVED EQUAL: COLOR OF COPING SHALL BE WHITE.
8. RUBBER GASI(ETED JOINTS SHALL BE IN CONFORMANCE WITH ASIA C -443.
S. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE-
10. CONNECTIONS TO MMHOLE 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.
;(a�4 PUBLIC WORKS STANDARD SANITARY MANHOLE SM. PLAN - 4001
\M DEPARTMENT
SEPTEMBER 2011
86nn)
COVER BOTTOM VIEW
COVER & FRAME
PLAN VIEW
F— 25' DIA. I
1635nn1 —. 1' (3) BLT SEC (ALLEN HEAD)
3/4, t25nnI 5 /D'-l1 X 1.5 SS
11
.3 WASHER
'=-83, 2 1/2' 'ILL
2 [64nn]
P
COVER SECTION VIEW
EON BOLTING DETAIL
26 1/2' ➢TA
C673nn]
25 1/4' DIA
C64Inn] I 1 1 /I6' 1 1116•
1N1
114' (6) DIA r C27nn] [6nn] r [2TW
NEOPRENE GASKET 11 I .1
1 B• J
1152nn] [inn]
F I I /8'
5/8' J 23 3/B' ➢IA LL OPEN [RSnnT
L16nn] [594nn] GASKET GROOVE DETAIL
27 5/16' DIA
C694rm]
34 1 /8' DIA
[867nn] 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 ").
O
PUBLIC WORKS
STD. PUN -401
( DEPARTMENT MANHOLE FRAME AND COVER
RA DECEMBER 2008
W (SEE NOTE 4) LIMITS OF PIPE ZONE
V-10"
BEDDING MATERIAL FOR O
SANITARY SEWER PIPE - L.O.D.
(SEE NOTE 6) OF PIPE
FOUNDATION LEVEL I
6"
—L
BEDDING FOR SANITARY SEWER PIPE
NNE:
I, 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. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY
SEWER SECTION OF THE STANDARD SPECIFICATIONS FOR TRENCH
WIDTH "W" AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE
ACTUAL TRENCH WIDTH.
5. TRENCH BACKFILL SHALL CONFORM TO "BACKRWNG" IN THE SANITARY
SEWER SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT
ROCKS OR LUMPS LARGER THAN I" PER FOOT OF PIPE DIAMETER
SHALL NOT BE USED IN THE BACKFILL MATERIAL.
6. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS' AS
SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD
SPECIFICATIONS.
7. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED.
•j40• PUBLIC WORKS PIPE BEDDING STD' PION -405
DEPARTMENT FOR SANITARY SEWERS MARCH 2008
5- 363607
RECOMMENDED
FOR APPROVAL
BY
ur
BY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE
DATE
DATE
A6' 5- 3634,0-7
J Call
before you
Dig.
1- 800 - 424 -5555
AVOID CUTTING UNDERGROUND
UTILITY LINES. IT'S COSTLY
CLL; 5- 3C�36c-D c�,
In_
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1 -800- 424 -5555
UNDERGROUND SERVICE (USA)
Y11oW (JA1%IO5B'S MACRON PUCET10593 CAGNxp \18T1026ENGdwy OI,mI Ot AT28 Mw