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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
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DATUM
NAVD 88
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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RIM 405.3* GRAVEL
(MATCH GROUND SURFACE ACCESS
INV - 392.98 (E) ROAR
INV=392.88 (SW)
A. 0+63 PVC
SIDESEWER F
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--- - - - - --
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REC. NO. 20030305000057 / ; J. ?; `' 75' -8• Pv o .
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........... :. . :.T'.... rib' SANITARY
EX. SSMH : : : :: % -EX.:: RAVING;'::. R
RIM - 405.82 - r^'�,`.` ASEMENT
INV= 392.72 (8"PVC -N85) o 'g8'
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GAS METER .. I... I1... 6--ri PVC 01.00%
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REMOVE EXISTING T -8"
EX. HOUSE N1 I PVC STUB O 0.50%
T.L. 102305 -9446
_I o EXISTING 15' SEWER EASEMENT
I- REC. N0. 20040628000526
2305- 9445
410
I
CITY OF RENTON NO. 15C
FOUND MON I CASE
400
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 390
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DATUM ELEV
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'LAN NO. 4030
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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
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AVOID CUTTING UNDERGROUND
UTILITY LINES ITS COSTLY
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11 I I 11221 o
I I 'I ILI Q
O
Z
I
I
I
I
I
I
I
I
I
I
I
I
I
I
DATUM
NAVD 88
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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T.L. 102305 -9282 \°
I ,
I 5 "PRIVATE
SID - Qrr�. L. 0230
T.L. 02305-9282
oz,o
--
__7 - -- -- - - -
--- - - - - -- -:
--
I i - - --
72'-6 PVC NV396.5111
O 3600%
EX. 6' CYCLONE FENCE
I 1000��y -6• P
I /02.
T.L. 102305 -9286 /
SSMH/ 1 12' WIDE
RIM 405.3* GRAVEL
(MATCH GROUND SURFACE ACCESS
INV - 392.98 (E) ROAR
INV=392.88 (SW)
A. 0+63 PVC
SIDESEWER F
I- - - - - - - - - - F408 .L 102305 -9282
--- - - - - --
A0
� I
-9285
o�b T.L. 102305 -9284
NV- 396.37
110' -6• PVC. I
1I O 2.00%
x I
lo� z I
0 5 10 20
SCALE 1" = 20'
ii I rc
IN
i
°° I6'i A
! lio m
� " + ! 10' PRIVATE
° SIDE SEWER
I` F EASEMENT FOR
TRACT 'C' OF VINEYARDS II
I .
REC. NO. 20030305000057 / ; J. ?; `' 75' -8• Pv o .
I"
........... :. . :.T'.... rib' SANITARY
EX. SSMH : : : :: % -EX.:: RAVING;'::. R
RIM - 405.82 - r^'�,`.` ASEMENT
INV= 392.72 (8"PVC -N85) o 'g8'
............
GAS METER .. I... I1... 6--ri PVC 01.00%
....
REMOVE EXISTING T -8"
EX. HOUSE N1 I PVC STUB O 0.50%
T.L. 102305 -9446
_I o EXISTING 15' SEWER EASEMENT
I- REC. N0. 20040628000526
2305- 9445
410
I
CITY OF RENTON NO. 15C
FOUND MON I CASE
400
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 390
I
DATUM ELEV
885.00
cq
to
a
E7L_4_V100D RAIL FENCE_ T.L 102305 -9264
REG�. if a az oso zoo 1 oq5 I
it
TACO. F 75 - - - - - -
LEANOUT PERT C.O.R. STD.
'LAN NO. 4030
Lwazw l- - - - - - - - - - - - - - - - -
_j
TRACT 'A'
�STA. 0 +75
CLEANOUT PER C.O.R.
PLAN NO. 403.1
-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
��V
NOT SHOWNLL UTILITIES NOT
DIG: 800 - 424 -5555 PROPER LOCATION.
AVOID CUTTING UNDERGROUND
UTILITY LINES ITS COSTLY
UNDERGROUND ScRIACE (USA) '
--- f
STING
GROUN
PVC O 75
8" PVC 0 1-WW-
100%
SSMH# 1
7MATCH
RIM= 405.3±
GROUND SURFACE)
EX. SSMH
INV= 392.98 (E)
RIM = 405.82
INV= 392.88 (SW)
V= 392.72 (8 "PVC -N &S)
SEWER PROFILE
1 " =20' HORIZ.
1 " =5' VERT.
O
ui
7
7
of
M
�STA. 0 +75
CLEANOUT PER C.O.R.
PLAN NO. 403.1
-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
��V
NOT SHOWNLL UTILITIES NOT
DIG: 800 - 424 -5555 PROPER LOCATION.
AVOID CUTTING UNDERGROUND
UTILITY LINES ITS COSTLY
UNDERGROUND ScRIACE (USA) '
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