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2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE
LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE
APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277 -
6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE
APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE.
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THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE
NOTIFIED 24 HOURS IN ADVANCE.
/ 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD
EXIST_ l
S-.YJHr 5 HOUSE
SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION"
PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS
ASSOCIATION, LATEST EDITION (APWA) AND THE CITY OF RENTON
STANDARD SPECIFICATIONS.
!L\ - . -aA.1= 320.67 -
15
BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION, IT SHALL BE
THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY
�J PERMITS PRIOR TO STARTING CONSTRUCTION (INSPECTION WILL BE
SCALE 1" = 20' ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT
14
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SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY
/ INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL
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6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THEM MEANS, METHODS
AND / SEQUENCES OF CONSTRUCTION AND EFOR THE SAFETY OF WORKERS
AND
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OBTAINHSTREET USE ANDPOANY BOTHER RELATED PERMITS PRIOR TO ANY
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TW= 324.0: 1 j SIDEWALK
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INV= 378.00. W/ CONNECTION _ " I ��i� 0 WAg
c% '� ry FROM WEST PER CUO_R _
DETAIL 8075 N EQ' o
STA _ 41-11, O'R I ,•7. y � m '�
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I W/ _ 0 ±98L __ - INV= 311.86 'Sry `0�7p X ll332
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/j - i '
/ 10' 313.0 379 0, er1r= -320.0 `SIGNAL
26' DRAINAGE - ■3I9.0 - �. +7r�_vo
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BW =379.4
t� -. -- ENT,.,., ^ - _ - - - _ - - UNDERGROUND SERVICE (USA)
O O TW -324.5 - r _ v 6_ _ __ - W : f AVOID CLINES. IUNDERGROUND
_ _ N 88-15'15' UTILITY LINES. IT'S COSTLY
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,�.. -> 0031 D3' E i'asee NOTE:
--, — _
- _� —--" _ - _ ;3 2000 e�
YBfOr EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
z z N 8815'15" W t - % EXIST— u IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
� e you
N'N I 292<6' - -�Q ' '- FIRE HYDRANTi T EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER -
.Ti Zi BW= 324.0 38,81 I '- s ---rT ®I y�o GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
TW =325.0 �G REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
g ❑ HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
I i ' - 7 ' - ie�nn�d'��� NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
�7'r. CALL BEFORE YOU DIG: 1- 800 - 424 -5555
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SANITARY SEWER NOTES AND SPECIFICATIONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE
STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE
LATEST EDITION OF THE WSDOT /APWA STANDARDS AND
SPECIFICATIONS.
-
_
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE
LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE
APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277 -
6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE
APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE.
370 ---
THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE
NOTIFIED 24 HOURS IN ADVANCE.
/ 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD
SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION"
PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS
ASSOCIATION, LATEST EDITION (APWA) AND THE CITY OF RENTON
STANDARD SPECIFICATIONS.
j 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE
TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
.. AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VEPIFY THE
DISTURBANCE.
I:z 5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHAL_
15
BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION, IT SHALL BE
THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY
�J PERMITS PRIOR TO STARTING CONSTRUCTION (INSPECTION WILL BE
SCALE 1" = 20' ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT
14
1 a
SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY
/ INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL
i3
/o CONSTRUCTION.
W
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THEM MEANS, METHODS
AND / SEQUENCES OF CONSTRUCTION AND EFOR THE SAFETY OF WORKERS
AND
OBTAINHSTREET USE ANDPOANY BOTHER RELATED PERMITS PRIOR TO ANY
BW 3192
319
TW= 324.0: 1 j SIDEWALK
EASEMENT
- 15' SIDEWALK
7 s EASEMENT Z h
SSMH$ 4 ��■ >
RIM=325.00 SSYF{� J' 3 , iii- PE
INV= 378.00. W/ CONNECTION _ " I ��i� 0 WAg
c% '� ry FROM WEST PER CUO_R _
DETAIL 8075 N EQ' o
STA _ 41-11, O'R I ,•7. y � m '�
/ 13:1 378.5 - 22-
MV--31615( 8 rn 0 ( 6 Try -_ OROAPPROVAL
I W/ _ 0 ±98L __ - INV= 311.86 'Sry `0�7p X ll332
�., } INV INV i_______ __ __ INV= 31176_ i0 -7-37 ___ TF -t-- , ���'V- S Bp kwelft
/j - i '
/ 10' 313.0 379 0, er1r= -320.0 `SIGNAL
26' DRAINAGE - ■3I9.0 - �. +7r�_vo
7 r EASEMENT 785 8° PVC ®2009 -
z 5."=., HYDRANT 1/30/98 �,
p
O o ----_ —_ —J ;. ;. .-„ .-,. '.$ v —_ _ :r - EASEMENTrn
n
15
BW =379.4
t� -. -- ENT,.,., ^ - _ - - - _ - - UNDERGROUND SERVICE (USA)
O O TW -324.5 - r _ v 6_ _ __ - W : f AVOID CLINES. IUNDERGROUND
_ _ N 88-15'15' UTILITY LINES. IT'S COSTLY
-'
-
,�.. -> 0031 D3' E i'asee NOTE:
--, — _
- _� —--" _ - _ ;3 2000 e�
YBfOr EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
z z N 8815'15" W t - % EXIST— u IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
� e you
N'N I 292<6' - -�Q ' '- FIRE HYDRANTi T EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER -
.Ti Zi BW= 324.0 38,81 I '- s ---rT ®I y�o GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
TW =325.0 �G REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
g ❑ HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
I i ' - 7 ' - ie�nn�d'��� NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
�7'r. CALL BEFORE YOU DIG: 1- 800 - 424 -5555
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XI .G ASPH115 J
SAWCUT DOSING ASPHALT
FOR SEWER E)CENSION
- RESTORE PER C.O_R I
TRENCH &.PAVING
STANDARDS
I I i 47—--
zo
m� —�—
EXIST- A
HYDRANT
//� n �" EXISTING DEAD
�. �. z -rfi S1- ,I END WA -LINE
1 (CAST IRON OR STEEL)
BY QTY ,OF G2 10N LJD_
YI'.1 Li
I� x
X
SANITARY SEWER NOTES AND SPECIFICATIONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE V
STANDARDS AND SPECIFICATIONS OF THE CITY OF REN-
LATEST EDITION OF THE WSDOT /APWA STANDARDS AND
SPECIFICATIONS.
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY
LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLES
APPROVED IN WRITING BY THE TRANSPORTATION DIVISIC
6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL
APPROVED BY THE TRANSPORTATION DIVISION 24 HOUR
THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 `.
NOTIFIED 24 HOURS IN ADVANCE.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTR
PREPARED BY WASHINGTON STATE CHAPTER AMERICAN
ASSOCIATION, LATEST EDITION (APWA) AND THE CITY 01
STANDARD SPECIFICATIONS.
4, ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE A
AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY T
TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAC
DISTURBANCE.
5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUF
BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION.
THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NE(
PERMITS PRIOR TO STARTING CONSTRUCTION ( INSPECTC
ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF
SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIF
aa INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL
CONSTRUCTION.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THEM MEA
AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFE
11. 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% 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.
12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING
TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND
MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL
BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY
MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND
COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIl'
10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
13. DATUM SHALL BE CITY OF RENTON U.S.C. AND G.S.
14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR
OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT
THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR
STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND
BRIDGE CONSTRUCTION. 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 GARDE SO THAT THE ENTIRE LENGTH OF THE
PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE.
PIPE.
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC)
RUBBER GASKETED ASTM 3034, SDR 35, OR DUCTILE IRON CLASS 50.
17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES
AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA,
COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
S-471IS02
c,$UPE
N y RECOMMENDED
FOR APPROVAL
11332�cO l HY •! I
0 NSALfF1,' BY
>:.7 in_m 11/30/98 BY
UNDERGROUND SERVICE (USA)
AVOID CUTTING UNDERGROUND
UTILITY LINES. IT'S COSTLY
d"" ft I NOTE:
before before you EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
you SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
®q � EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER -
+{9 GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
e C HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
1 -800- 424.5555 NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1 -800- 424 -5555
C /J, �.- 27iSo2
o
JA
s
m rn
n n
�o
�
a
DU
a
Z
i"91 O �
!� _,. 5;
MOVE __ - _ {
AND SIDEWALK
r t i
XI .G ASPH115 J
SAWCUT DOSING ASPHALT
FOR SEWER E)CENSION
- RESTORE PER C.O_R I
TRENCH &.PAVING
STANDARDS
I I i 47—--
zo
m� —�—
EXIST- A
HYDRANT
//� n �" EXISTING DEAD
�. �. z -rfi S1- ,I END WA -LINE
1 (CAST IRON OR STEEL)
BY QTY ,OF G2 10N LJD_
YI'.1 Li
I� x
X
SANITARY SEWER NOTES AND SPECIFICATIONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE V
STANDARDS AND SPECIFICATIONS OF THE CITY OF REN-
LATEST EDITION OF THE WSDOT /APWA STANDARDS AND
SPECIFICATIONS.
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY
LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLES
APPROVED IN WRITING BY THE TRANSPORTATION DIVISIC
6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL
APPROVED BY THE TRANSPORTATION DIVISION 24 HOUR
THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 `.
NOTIFIED 24 HOURS IN ADVANCE.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTR
PREPARED BY WASHINGTON STATE CHAPTER AMERICAN
ASSOCIATION, LATEST EDITION (APWA) AND THE CITY 01
STANDARD SPECIFICATIONS.
4, ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE A
AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY T
TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAC
DISTURBANCE.
5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUF
BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION.
THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NE(
PERMITS PRIOR TO STARTING CONSTRUCTION ( INSPECTC
ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF
SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIF
aa INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL
CONSTRUCTION.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THEM MEA
AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFE
11. 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% 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.
12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING
TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND
MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL
BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY
MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND
COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIl'
10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
13. DATUM SHALL BE CITY OF RENTON U.S.C. AND G.S.
14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR
OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT
THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR
STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND
BRIDGE CONSTRUCTION. 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 GARDE SO THAT THE ENTIRE LENGTH OF THE
PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE.
PIPE.
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC)
RUBBER GASKETED ASTM 3034, SDR 35, OR DUCTILE IRON CLASS 50.
17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES
AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA,
COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
S-471IS02
c,$UPE
N y RECOMMENDED
FOR APPROVAL
11332�cO l HY •! I
0 NSALfF1,' BY
>:.7 in_m 11/30/98 BY
UNDERGROUND SERVICE (USA)
AVOID CUTTING UNDERGROUND
UTILITY LINES. IT'S COSTLY
d"" ft I NOTE:
before before you EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
you SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
®q � EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER -
+{9 GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
e C HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
1 -800- 424.5555 NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1 -800- 424 -5555
C /J, �.- 27iSo2
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FILLET
, N L_ v e COVE= 6" MIN e" M ti
L NODES: __ \ r
AD.,.,S I.J_ti STEPS TO BE 3/4" 6 DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL +
CO— 2. STEPS ARE TO BE W PLACE BEFORE MANHOLE SECTIONS 6" MIN 'Vl1N.
ARE INSALLED. \ \ / ,
3. CASTING 10 BE PER DRAWING BR29.
DUBBER; CASK —D JOINTS a I I
MANHOLE SECTIONS TO BE OF REINFORCED PRECAST 1/2 BLIND FLANGE AS DAM
N ACCORDANCE '.M1STH ASTM C -443 CONCRETE / �1/2 PLUG AS DAM
5. ALL JOINTS SHALL BE GROUTED- - D.I.P. TEE CL50�
DEFORMED EAR 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR ONE LENGTH OF DUCTILE IRON
SH5 SHALL BE INCLUDED SURFACES, INCLUDING CHANNELING, COATED (SEALED) PIPE (CLASS 50) TO SOLID \ TEE -2" MIN.
TYPICAL ONE LENGTH OF DUCTILE IRON
WITH A HIGH SOLIDS URI- i'rAPP COATING; BEARING WHEN SPAN MANHOLE PIPE CLASS 50 TO SOLID
ORAL —RISER U _ INC-, COLOR . MC -CONSE S OR APPROVED WHITE EQUAL: IS MORE THAN 4'. 7 \ I � ( )
'// � r 6" MLN,
\ BEAR NO THAN SPAN
OR :. ROwE� cOUP;_ COLOR OF COATING SHALL BE WHITE IS MORE THAN �
7- RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE '-
WITH ASTM C -443.
8. CHAN,vEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE-
P=_ SIZE - 21- 1 -D. 9- CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL
LADIDER SID ALUMINUM
OR GALVANIZED STEEL FLEXIBLE FLEXIBLE JOINT
JOINT
CDNCR— SHELF j BACKFILL WITH
COMPACTED MATERIAL x BACKFILL WITH
`CL 51 BASE SECTION I ¢ x
PRGP RTY = AS DIRECTED BY a COMPACTED MATERIAL
CDR CAST IN SHE! F _ - - F
NGIN AS DIRECTED BY
c'" MIN. I 11
i
SANITARY MANHOLE TYPICAL DETAIL
PY STA = 0+50
PM ELEV = 325 -00
D_
= -2.61,
K = 38.38
— 100 -00' VC —
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D.I.P. C1.50 6" MIN.- WITH MIN. 4
i i SHACKLE RODS ,
b" BUILDING SEWER PIPE M L„SG Eri^
I CEMENT CONCRETE CLASS C POURED IN PLACE
CEMENT CONCRETE
2 .! STUB, =mac ✓CE MARKER, PAINT UPPER CLASS C BLOCK 90' BEND
`FEE WITH 6" SIDE OUP kl,; -.NS STE 'C!L ON SIDE POURED IN PLACE go' B U -651)
w 'd".D AR, �V VAI, 3- HIGH BLACK LETTERS. . `._�...
6° AND RU mluNf_ SEVER WIRE ARA PE]D AROUND THE STUD AND D.I.P. 90' BEND `- TYPICAL MANHOLE J -'
ao `�ESY TO f" IUD GF THE STUD. CL 50(MJ X PE) FOUNDATION
ca _ CONSTRUCTION ONCR EN A D
UNLESS OTH� ;ciSE = PPRO`v_ I" I; viT {. )�I..KE TA.P THRGUGH CAST DUCTILE IRON DROP CONNECTION
IRON SADDLE SECUR D. TO SEA-- MAIN Wi;+i STAINLESS STEEL BANDS DROP CONNECTION
WHEN CON`JECTTNG `-EW Si} SLWEPc O SSTINIG�MA.IN -
60" ALLOWABLE MAX. ITRIFFED CLAY, r.:N ANT; RuPlN` RGl JD CONCREi,, DI PIPE AND Cl
FOR CAST IRON PIPE PIPE SE*`ER MAINS ARE TO B CORE. �I,l^
OR DUCTILE IRON PIPE DROP CONNECTION FOR SANITARY SEWERS
13:5 MIX p5 ��t NOT TO SCALE
CONCRETE P} GLE �TNC A BLOCKING PN 9�-
t t 2 MIN SLOPE
6'" SIDE OUTLET . TEE / HORIZONTAL
i SEWER MAIN
6° MIN. L SEWER MAIN
CONCRETE �0C10NG ANQE
OF TEE AT YAl1 OVER '.25 IYPICAL 9DE SEMIER ELEVA'DON
c�svnrnu
- eT_ANDARD arc avcrz RISE � t eTroN
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 25' COVER AT PROPS Z-S
LINE OR 3-5" LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER-
STANDARD SIDE SEWER INSTALLATION a < w
NOT TO SCALE
3'•-00 4 +00 � 7/503 5 +00
NEE 25TH SI_ /FERNDALE PLACE N.E_
SCALE 1 =2[Y R.OPoZ AVOID CUTONG UNDERGROUND UNDERGROUND SERVICE (USA)
1 - =5' VcRT- SgUPE UDUTY UNES- tiS COSTLY
Cau NOTE:
'= m before YOU
EXISTING L'TIUTY 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 -
Digs GROUND UFUTIES PRIOR TO COMMENCING CONSTRUCTION. NO
S REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
7tN� �_��� HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTIUTIES NOT SHOWN IN THEIR PROPER LOCATION.
lES2S
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w 'd".D AR, �V VAI, 3- HIGH BLACK LETTERS. . `._�...
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ao `�ESY TO f" IUD GF THE STUD. CL 50(MJ X PE) FOUNDATION
ca _ CONSTRUCTION ONCR EN A D
UNLESS OTH� ;ciSE = PPRO`v_ I" I; viT {. )�I..KE TA.P THRGUGH CAST DUCTILE IRON DROP CONNECTION
IRON SADDLE SECUR D. TO SEA-- MAIN Wi;+i STAINLESS STEEL BANDS DROP CONNECTION
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60" ALLOWABLE MAX. ITRIFFED CLAY, r.:N ANT; RuPlN` RGl JD CONCREi,, DI PIPE AND Cl
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OR DUCTILE IRON PIPE DROP CONNECTION FOR SANITARY SEWERS
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NOTE:
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LINE OR 3-5" LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER-
STANDARD SIDE SEWER INSTALLATION a < w
NOT TO SCALE
3'•-00 4 +00 � 7/503 5 +00
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SCALE 1 =2[Y R.OPoZ AVOID CUTONG UNDERGROUND UNDERGROUND SERVICE (USA)
1 - =5' VcRT- SgUPE UDUTY UNES- tiS COSTLY
Cau NOTE:
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EXISTING L'TIUTY 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 -
Digs GROUND UFUTIES PRIOR TO COMMENCING CONSTRUCTION. NO
S REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
7tN� �_��� HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
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SANITARY SEgFlt NOTES AND SPECIFlCA710N5
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WTH THE
STANDARDS AND SPECIFICATIONS OF THE CITY OF REN TON AND THE
LATEST EDITION OF THE WSDOT /APWA STANDARDS AND
SPECIFICATIONS.
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE
LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE
APPROVED IN NJRITING BY THE TRANSPORTATION DIVISION AT 277-
6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE
APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE.
THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE
� NOTIFIED 24 HOURS IN ADVANCE.
/ 3. ALL CONSTRUCTION SHALL 9E IN ACCORDANCE VII1H "STANDARD
SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION"
PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS
I ASSOCIATION, LATEST EDITION (APWA) AND THE CITY OF RENTON I
I STANDARD SPECIFICATIONS.
I 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE
I AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE
� TRLIE P.ND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
I � DISTURBANCE.
Iz 5. APRE- CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL
I< BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE
THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY
I � PERMITS PRIOR TO STARTING CONSTRUCTION (INSPECTION WILL BE
I SCALE 1" = 20' ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTCN). IT
�/ SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY
INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL
/o CONSTRUCTION.
W
�� 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THEM MEANS, METHODS
AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS
� AND OTHERS ON THE CONSTRUCTION SITE.
/` 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
?� OBTAIN STREET USE ANO ANY OTHER RELATED PERMITS PRIOR TO ANY
CONSTRUCTION.
8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT
SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER
PLANS.
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE
WHENEVER CONSTRUCTION IS IN PROGRESS.
` \ 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON VATH AN
AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN
STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR
LICENSED PROFESSIONAL SURVEYOR
11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE
PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH CF 6 INCHES,
MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO
1 959 OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND
FOR ONE PIPE DIAMETER ON EACH SIDE CF THE PIPE OR TO THE
SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE
SHALL BE THE SAME AS DESCRIBED.
12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING
°' TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND
a MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL
- BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. k TEMPORARY
MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL ANO
COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN
,0 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
13. DATUM SHALL BE CITY OF RENTON U S C AND G.S.
14. ALL DISTURBED AREAS SHALL BE SEEDED AND MUI CHED OR
OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT
FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF
CONSTRUCTION.
15. Ail PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY
PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) GF
THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR
"' ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY
M STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND
BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING g`�`�`
OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL �° _ � jF a� ,Sfl
°o AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING
MATERIAL TO UNIFORM GARDE SO THAT THE ENTIRE LENGTH OF THE � +E? %f4, 9i ,�
PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE ,� : l
PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELO'N. THE t i -
PIPE. �1 y��y �
i6. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLOftiDE (PVC) G _ �p
RUBBER GASKETED ASTM 3034, SDR 35, OR DUCTILE IRON CLASS 50
17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES
AND MAXIMUM 18 INCH ABOVE FINISHED GRADE IN PAVED AREA,
COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. LJ f,3alO � �7
U
NOTE:
THESE PLANS ARE "AS- BUILT"
AND THE INFORMATION SHOWN
ACCURATELY REFLECTS EXISTING
FIELD CONDITIANS AS, OF THIS DATE:
GJ.vI.G.�`N,,����,�, to /zr ���
WILLIAM SHUPE HOL ERG PLS 113
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BY /YJ4
EKPIItE; 11/30/98 �,
UNDERGRODND SERVICE (USA)
AVOID CUTTING UNDERGROUND A 1 y
U1ILITY LINES. ITS COSTLY A S � E�u.1 ! ` � W �.
Call NOSE:
before ,IOU EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
®�9�EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER -
y GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EX!ST1NG UTILIP.ES ARE SHOWT: I
® ®ay CC CCC HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTIL'TIES
'�� ® ®O °Y2��J�JJ ( NOT SHOVCALOLRBEFOREEYOUODIG:HO� BOOTM424 5 � 5ER LOCATION. I f
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w w � -
� � w 26' DRAINAGE/ 111 - - ;_
� BW -319.4
�ACCE55 EASEMENT _
0 0 7W =324.5 _ z L�
,, _ 2' GURBGI,T N 88'i°
`/`/ t � 1 78 -25
� � - _ - _____. ( -- P ° 1 \t it � �- N 0 0310.
0
20
a a -- -- -- - - ?-?-1 i� Y� -` � � � �, J' � e �1RvEa .r APRs
=1 0 0 � N 881515' W 292.46' -- � � - - -- -
m
BW =324.0 �
a � � TW =325.0 PRC ° A +388\ �,,I I � J
} ❑ I I � �
� O WWP ����'�i
� v� !,
SANITARY SEgFlt NOTES AND SPECIFlCA710N5
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WTH THE
STANDARDS AND SPECIFICATIONS OF THE CITY OF REN TON AND THE
LATEST EDITION OF THE WSDOT /APWA STANDARDS AND
SPECIFICATIONS.
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE
LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE
APPROVED IN NJRITING BY THE TRANSPORTATION DIVISION AT 277-
6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE
APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE.
THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE
� NOTIFIED 24 HOURS IN ADVANCE.
/ 3. ALL CONSTRUCTION SHALL 9E IN ACCORDANCE VII1H "STANDARD
SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION"
PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS
I ASSOCIATION, LATEST EDITION (APWA) AND THE CITY OF RENTON I
I STANDARD SPECIFICATIONS.
I 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE
I AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE
� TRLIE P.ND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
I � DISTURBANCE.
Iz 5. APRE- CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL
I< BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE
THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY
I � PERMITS PRIOR TO STARTING CONSTRUCTION (INSPECTION WILL BE
I SCALE 1" = 20' ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTCN). IT
�/ SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY
INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL
/o CONSTRUCTION.
W
�� 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THEM MEANS, METHODS
AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS
� AND OTHERS ON THE CONSTRUCTION SITE.
/` 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
?� OBTAIN STREET USE ANO ANY OTHER RELATED PERMITS PRIOR TO ANY
CONSTRUCTION.
8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT
SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER
PLANS.
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE
WHENEVER CONSTRUCTION IS IN PROGRESS.
` \ 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON VATH AN
AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN
STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR
LICENSED PROFESSIONAL SURVEYOR
11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE
PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH CF 6 INCHES,
MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO
1 959 OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND
FOR ONE PIPE DIAMETER ON EACH SIDE CF THE PIPE OR TO THE
SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE
SHALL BE THE SAME AS DESCRIBED.
12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING
°' TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND
a MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL
- BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. k TEMPORARY
MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL ANO
COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN
,0 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
13. DATUM SHALL BE CITY OF RENTON U S C AND G.S.
14. ALL DISTURBED AREAS SHALL BE SEEDED AND MUI CHED OR
OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT
FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF
CONSTRUCTION.
15. Ail PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY
PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) GF
THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR
"' ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY
M STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND
BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING g`�`�`
OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL �° _ � jF a� ,Sfl
°o AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING
MATERIAL TO UNIFORM GARDE SO THAT THE ENTIRE LENGTH OF THE � +E? %f4, 9i ,�
PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE ,� : l
PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELO'N. THE t i -
PIPE. �1 y��y �
i6. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLOftiDE (PVC) G _ �p
RUBBER GASKETED ASTM 3034, SDR 35, OR DUCTILE IRON CLASS 50
17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES
AND MAXIMUM 18 INCH ABOVE FINISHED GRADE IN PAVED AREA,
COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. LJ f,3alO � �7
U
NOTE:
THESE PLANS ARE "AS- BUILT"
AND THE INFORMATION SHOWN
ACCURATELY REFLECTS EXISTING
FIELD CONDITIANS AS, OF THIS DATE:
GJ.vI.G.�`N,,����,�, to /zr ���
WILLIAM SHUPE HOL ERG PLS 113
3gUPE
'���F4' OY wAg
N y x �
� 4( � RECOMMENDED
� FOR APPROVAL
11332
�rsrII� �' P
( SIONAL �l � �•/
BY /YJ4
EKPIItE; 11/30/98 �,
UNDERGRODND SERVICE (USA)
AVOID CUTTING UNDERGROUND A 1 y
U1ILITY LINES. ITS COSTLY A S � E�u.1 ! ` � W �.
Call NOSE:
before ,IOU EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
®�9�EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER -
y GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EX!ST1NG UTILIP.ES ARE SHOWT: I
® ®ay CC CCC HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTIL'TIES
'�� ® ®O °Y2��J�JJ ( NOT SHOVCALOLRBEFOREEYOUODIG:HO� BOOTM424 5 � 5ER LOCATION. I f
��: �- 1�7s � � !-ir3 ; . � a7eror- 'CANNF.o DEC 10199
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_ ,j.
- ��`Ti�l� 324 g C 32° o� II° 6 _ _ -___ __- �� o _
+.ZM I�tU 1W II
BW =3220 `V - �`iz F1 - +�zm
TW =324.0
1
6" SIDE SEWER
"SSMH //1 ®2.0% MIN., TYP.
STA. 0 +12.5, 5'RT
RIM =323.6 _ .. -,,._
INV= 313.77 (N &W) �-
INV= 313.67 (E)
1 � �
Js ` � � -° � C�1H�UZBCUT
��� ��'��, � �� STA. 2 +38, 31.94'L
��`\`4`7� � RIM= 326.80
INV= 312.71 (W)
,� _ '\ INV= 312.67 (S)
CONC. SIDEWALK
C. CURB &GUTTER
��
6° SIDE SEWER
®2.0% MIN., NP.
11
� I � i
m � t >4�. � i�NV � 10
® W = ;33799 D
� ° -.I 1.5' SIDEWALK
� EASEMENT
1.5' SIDEWALK � � Q _.) "° i -
EASEMENT -� I
� % � �Zr
5 zz" I �
�c" A
V
�/
O
00
5'x�' HYDRANT
EASEMENT zc'
z�
t2' CURBCUT N 88'75'15" W
78 25
°-_ N 00 37 03° E
20 00'
i2' Pa FD 0 -.I VE,.A _POt.'____ --
_II N I ° ,/I / a 11
= s I I I
PJi = + 4 ° \
' �x
SANITARY SEWER NOTES AND SPEgFlCAT10N5
x 1. ALL YJORK MATERIALS SHALL BE IN CONFORMANCE WITH THE
a STANDARDS AND SPECIFICATIOtJS OF THE CITY OF RENTON AND THE
LATEST EDITION OF THE WSDOT /APWA STANDARDS AND
SPECIFICATIONS.
2. THE HCURS OF WORK IN THE STP.EET RIGHT OF WAY SHALL BE
LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE
APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277-
1 I 6222. ALL STREET CLOSURES, PARTIAL OR FULL. SHALL BE
APPRCVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE
THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE
X tJOTIFIED 24 HOURS IN ADVANCE.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD
SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION°
PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WOP.KS
I ASSOCIATION, LATEST EDITION (APWA) AND THE CITY OF RENTON
I STANDARD SPECIFICATIONS.
o I
4. ALL LOCATIONS OF EXISTING UTILITIES SHGWN ARE APPROXIMATE
n AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TG VERIFY THE
o TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
x DISTURBANCE.
5. APRE- CONSTRUCTION CONFERENCE AND A 24 HOUR NOPCE SHALL
BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE
THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY
PERMITS PRIOR TO STARTING CONSTRUCTION (INSPECTION WILL BE
ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT
SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY
INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL
I CONSTRUCTION.
X 6. CONTRHCTOR IS SOLELY RESPONSIBLE FOR THEM MEANS, METHODS
�i AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS
SCALE 1" = 20' AND OTHERS ON THE CONSTRUCTION SITE.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY
CONSTRUCTION.
8. PLANS APPROVED BY THE CITY OF RENTON. DEVELOPMENT
SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER
PLANS.
x
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE
WHENEVER CONSTRUCTION IS IN PROGRESS.
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN
AS -BUILT DRAWING OF THESANITARY SEWER SYSTEM WHICH HAS BEEN
STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR
I LICENSED PROFESSIONAL SURVEYOR.
11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE
x PIPE IN LAYERS YJITH A LOOSE AVERAGE DEPTH OF 6 INCHES,
MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO
95% OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND
FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE
r SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE
;,, SHALL BE THE SAME AS DESCRIBED.
12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING
-- TRAVELED ROAD�!AY SHALL BE BACKFILLED WITH CRUSHED ROCK AND
MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL
BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY
� � MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND
COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN
10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
� 13. DATUM SHALL BE CITY OF RENTON U.S.C. AND G.S.
N iS� 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED Ok
T� �� OTHERWISE STABILIZED 70 THE SATISFACTION OF THE DEPARTMENT
FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF
CONSTRUCTION.
t5. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY
PREPARED FOUNDATION IN ACCORDANCE KITH SECTION 7- 02.3(1) OF
THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR _..
ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY
� BR DGE�ONSTRUCTION. TH SN SHALES NCLIUDE N�CESSARY OLEVEtJNG ���L DC �jl
OF THE TRENCH BOTTOM OR THE TOP OF THE FCUNDATION MATERIAL VP �O � `HC ���.�
, � ° � AS W'EL� AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING aJ ¢�
��'� �� "' I E E - :I T. CUPa u � �( F � � ., L MATERIAL TO UNIFORM GARDE SO THAT THE ENTIRE LENGTH OF THE � y ��^ � 2 -_�,,
m � C'�1 °� �` - PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE.
^'` _i D`lva F j�l t � � ;�; PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELDW THE � � ,11���ii
CI;T & '.ar Cr! J � � - PIPE. o J
c Tlli; asPHFI.T �� I �r ?G � h
I 76. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC)
SAWCUT EXISTING ASPHALT ___ - - -i°- -- RUBBER GASKETED ASTM 3034, SDR 35, OR DUCTILE IRON CLASS 50. YT- -Lh'^�
FOR SEWER EXTENSION ° °- + REMOVE CLEANOUT _
Fxv :,�s
- RIFY `�j 00 77 IN UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 6 INCHES Y:.r 1t ..3�10�
- RESTORE PEP. C.O.R. °o INV- 3+7- 42'(VE II .
TRENCH &PAVING I I � PRIOR TO ONSITE
4 �` STANDARDS o f I I SEWER - CONSTRUCTION)
.�
n
� °r � '
Q I I I o ®�� I
w 25' 40 25
o m° I
car
m
m -- -i o WN
�> � -
EXIST FI �I{ � " `
HYDRANT "'j
- _ - -
///��� o � EYISTING DEAD
. � � � � � v I END WATER LINE
' (CAST IRON OR STEEL)
_' �
s � SANITARY SEWER PROVIDED o "
Z p BY CITY OF RENTON L.I.D.
o W W
w � WM
� ° �
�p - s' - :'�s
ROLL 161
1 1
SSMH// 4
RIM= .3i?. §66 '.2Z4'�61
- -
ABOVE FINISHED GRADE. IN PAVED AREA, c° d
ALL DIRECTIONS TO MATCH PAVING.
NOTE:
W I
M
-
INV = .338 :6� jl'].�i 10
SSMH// -3'
W/ DROk7 °CONNECTION
FROM WEST PER GO.R '
�
�
�
ACCURATELY REFLECTS EX {STING
FIELD``/�fC�ONDInnTInnDNS A /S��OF THIS GATE:
d � „+y �iw� !fz��l� Co�Lt f °�
DETAIL 8075
zz' �
-' �
b
INV=
STA. 4 +11, 0'R
'�tIM= 327.78327.1`f °
�
3:7 318.5
���
- INV = 316.75 (W)311.44- ti� i °�
-: �� I L.
,�`�
_._ - _____- ___�f�l -.___ __._.
i. __ _ ziiNJ-
_.____-____.0 ±981 _�
INV =�( � _ __. -
311.5<11NV= 311.86 N) '7 r �
-_ __� -1'?!= INV= 311_ZFi�.S1�0 ±37 _
i
�d••4f. ,F f
26' DRAINAGE
10' ry31 �.0
1 I
ISq� 319.0;
�8" PVC ®2.007; ,('J�'L7 -�
__�
1 1 �z(INV= �
319.0 i
�
o0 � e 4
EASEMENT
75' SEWER ES0.!T { I
__ - --
7- - -_-
�
__ -_- -
�_
-
- - �, � �
26' DRAINAGE/
ACCESS EASEMENT �.
� t
,'
�
�
-
._
_ , :,
`L
�
2 2' CURBCU' �-
`
��
____
O. II
--
g
____
,.
, -\
-
���' I �_.� -_
' -i
N 88'15'15"
W
292.46" - � - - -��- Q
i.:
I I
BW =324.0
4+38 g7
TW =325.0 ❑
_
PµC �
' I /
�c" A
V
�/
O
00
5'x�' HYDRANT
EASEMENT zc'
z�
t2' CURBCUT N 88'75'15" W
78 25
°-_ N 00 37 03° E
20 00'
i2' Pa FD 0 -.I VE,.A _POt.'____ --
_II N I ° ,/I / a 11
= s I I I
PJi = + 4 ° \
' �x
SANITARY SEWER NOTES AND SPEgFlCAT10N5
x 1. ALL YJORK MATERIALS SHALL BE IN CONFORMANCE WITH THE
a STANDARDS AND SPECIFICATIOtJS OF THE CITY OF RENTON AND THE
LATEST EDITION OF THE WSDOT /APWA STANDARDS AND
SPECIFICATIONS.
2. THE HCURS OF WORK IN THE STP.EET RIGHT OF WAY SHALL BE
LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE
APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277-
1 I 6222. ALL STREET CLOSURES, PARTIAL OR FULL. SHALL BE
APPRCVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE
THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE
X tJOTIFIED 24 HOURS IN ADVANCE.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD
SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION°
PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WOP.KS
I ASSOCIATION, LATEST EDITION (APWA) AND THE CITY OF RENTON
I STANDARD SPECIFICATIONS.
o I
4. ALL LOCATIONS OF EXISTING UTILITIES SHGWN ARE APPROXIMATE
n AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TG VERIFY THE
o TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
x DISTURBANCE.
5. APRE- CONSTRUCTION CONFERENCE AND A 24 HOUR NOPCE SHALL
BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE
THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY
PERMITS PRIOR TO STARTING CONSTRUCTION (INSPECTION WILL BE
ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT
SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY
INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL
I CONSTRUCTION.
X 6. CONTRHCTOR IS SOLELY RESPONSIBLE FOR THEM MEANS, METHODS
�i AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS
SCALE 1" = 20' AND OTHERS ON THE CONSTRUCTION SITE.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY
CONSTRUCTION.
8. PLANS APPROVED BY THE CITY OF RENTON. DEVELOPMENT
SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER
PLANS.
x
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE
WHENEVER CONSTRUCTION IS IN PROGRESS.
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN
AS -BUILT DRAWING OF THESANITARY SEWER SYSTEM WHICH HAS BEEN
STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR
I LICENSED PROFESSIONAL SURVEYOR.
11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE
x PIPE IN LAYERS YJITH A LOOSE AVERAGE DEPTH OF 6 INCHES,
MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO
95% OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND
FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE
r SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE
;,, SHALL BE THE SAME AS DESCRIBED.
12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING
-- TRAVELED ROAD�!AY SHALL BE BACKFILLED WITH CRUSHED ROCK AND
MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL
BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY
� � MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND
COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN
10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
� 13. DATUM SHALL BE CITY OF RENTON U.S.C. AND G.S.
N iS� 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED Ok
T� �� OTHERWISE STABILIZED 70 THE SATISFACTION OF THE DEPARTMENT
FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF
CONSTRUCTION.
t5. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY
PREPARED FOUNDATION IN ACCORDANCE KITH SECTION 7- 02.3(1) OF
THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR _..
ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY
� BR DGE�ONSTRUCTION. TH SN SHALES NCLIUDE N�CESSARY OLEVEtJNG ���L DC �jl
OF THE TRENCH BOTTOM OR THE TOP OF THE FCUNDATION MATERIAL VP �O � `HC ���.�
, � ° � AS W'EL� AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING aJ ¢�
��'� �� "' I E E - :I T. CUPa u � �( F � � ., L MATERIAL TO UNIFORM GARDE SO THAT THE ENTIRE LENGTH OF THE � y ��^ � 2 -_�,,
m � C'�1 °� �` - PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE.
^'` _i D`lva F j�l t � � ;�; PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELDW THE � � ,11���ii
CI;T & '.ar Cr! J � � - PIPE. o J
c Tlli; asPHFI.T �� I �r ?G � h
I 76. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC)
SAWCUT EXISTING ASPHALT ___ - - -i°- -- RUBBER GASKETED ASTM 3034, SDR 35, OR DUCTILE IRON CLASS 50. YT- -Lh'^�
FOR SEWER EXTENSION ° °- + REMOVE CLEANOUT _
Fxv :,�s
- RIFY `�j 00 77 IN UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 6 INCHES Y:.r 1t ..3�10�
- RESTORE PEP. C.O.R. °o INV- 3+7- 42'(VE II .
TRENCH &PAVING I I � PRIOR TO ONSITE
4 �` STANDARDS o f I I SEWER - CONSTRUCTION)
.�
n
� °r � '
Q I I I o ®�� I
w 25' 40 25
o m° I
car
m
m -- -i o WN
�> � -
EXIST FI �I{ � " `
HYDRANT "'j
- _ - -
///��� o � EYISTING DEAD
. � � � � � v I END WATER LINE
' (CAST IRON OR STEEL)
_' �
s � SANITARY SEWER PROVIDED o "
Z p BY CITY OF RENTON L.I.D.
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ROLL 161
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SgUPE
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�EXPIAFS 11/3D/90 �
UNDERGROUND SERVICE (USA)
AVOID CUTTING UNDERGROUND A S, � (2 A • � W `.
UTILITY ONES. IT'S COSTLY 04 �J Lig,�
���' NOTE:
before � ®U EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
iT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
®g �� I EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
+ GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
n`cPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN I I
® ®/� C I HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
1- ® ® ®- 424 °%iPa��7 NOT SHO CALOLRBE OREIEYOUODI G:HOWN SOOTM424 SOSER LOCP.TION.
CIS. ��2775'02 /ire; �'- s)7Sd6 e� ®aN�DECIQ�!
AND MAXIMUM 18 INCH
COVER MUST SLOPE IN
_
- -
ABOVE FINISHED GRADE. IN PAVED AREA, c° d
ALL DIRECTIONS TO MATCH PAVING.
NOTE:
THESE PLANS ARE "AS- BUILT"
AND THE INFORMATION SHOWN
�
ACCURATELY REFLECTS EX {STING
FIELD``/�fC�ONDInnTInnDNS A /S��OF THIS GATE:
d � „+y �iw� !fz��l� Co�Lt f °�
Wll TAM SHUP HOL E 6 PLSKI 2
SgUPE
,rQ�w OF WAg
.yi � $ p RECOMMENDED
� � FOR APPRObAL
,p„l���cq l gy _ '�
I�ONSAf L�� HY
�EXPIAFS 11/3D/90 �
UNDERGROUND SERVICE (USA)
AVOID CUTTING UNDERGROUND A S, � (2 A • � W `.
UTILITY ONES. IT'S COSTLY 04 �J Lig,�
���' NOTE:
before � ®U EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
iT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
®g �� I EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
+ GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
n`cPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN I I
® ®/� C I HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
1- ® ® ®- 424 °%iPa��7 NOT SHO CALOLRBE OREIEYOUODI G:HOWN SOOTM424 SOSER LOCP.TION.
CIS. ��2775'02 /ire; �'- s)7Sd6 e� ®aN�DECIQ�!
-13 ; cY- 2-NJ-p7 `'C:FIViVt°3J uCV 1'V 1:19.7
6" MIN. -I
I
_ o
`6" MIN.
+ +,
6" MIN. ��
`6" MIN.
112 BLIND FLANGE AS DAM 1/2 PLUG AS DAM
D.I.P. TEE CL.50
ONE LENGTH OF DUCTILE IRON
PIPE (CLASS 50) TO SOLID TEE
MIN. LENGTH OF DUCTILE IRON
TYPICAL
BEARING WHEN SPAN MANHOLE
IS MORE THAN 4'.
�2" ONE
PIPE (CLASS 50) TO SOLID
BEARNG WHEN SPAN
6" MIN. IS MORE THAN 4'.
FLEXIBLE
FLEXIBLE JOINT
JOINT
BACKFILL WITY. "
BACKFILL WITH
PROPERTY
LINE
COMPACTED MATERIAL �� x
AS DIRECTED BY E a
ENGINEER. £
(U -
COMPACTED MATERIAL
6" MIN. AS DIRECTED BY
ENGINEER.
Z
D.I.P. .50 6" MIN. ¢ ti
5' -0"
WITH MIN. 4
o
IPE M
FUTURE
BUILDING SEWER
SHACKLE RODS
IM
CEMENT CONCRETE CLASS C POURED IN PLACE
CEMENT CONCRETE
90' BEND
2 "x 4" STUD SERVICE MARKER PAINT UPPER
CLASS C BLOCK
J
(TYTON U -651)
I
PORTION WHITE ANS STENCIL ON SIDE
WORDING "SEWER" WITH 3" HIGH BLACK LETTERS.
POURED IN PLACE
w
AND #6 WIRE WRAPPED AROUND THE STUD AND
D.I.P. 90 BEND ��TYPICAL MANHOLE
)ING SEWER a
EXTENDED TO THE TOP OF THE STUD.
CL50(MJ X PE) FOUNDATION
CONSTRUCTION CONCRETE ENCASED
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
DUCTILE IRON DROP CONNECTION
IRON SADDLE
SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
DROP CONNECTION
WHEN CONNECTING
NEW SIDE SEWERS TO EXISTING MAIN.
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1
3LE MAX.
ON PIPE PIPE SEWER
MAINS ARE TO BE CORE DRILLED
DROP CONNECTION FOR SANITARY SEWERS
IRON PIPE.
ONG
K
NOT TO SCALE
PNC'��8
l•AP'I--GFLf'�
GON 27 MIN SLOPE
iHORIZONTAL
-SEWER MAIN
TYPICAL SIDE SEW:R eLEVA710N
STANDARD SIDE SEWER INSTALLATION
2 SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY
oj
M
LEVATION, WHICHEVER IS LOWER.
� II
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0
WER INSTALLATION
�+
w
a�
KALE
x
a
,
I
I
I,
:
i
EXISTING
I
STREET GRADE
I
i
I
I
i
DROP CONNECTION
I
FROM WEST
REMOVE CLEANOUT
INV= 31b -42 (VERIFY PR)OR 3 11vo
029 I
C9001 PVC ® 8-48 !
it
II T
II
�^-�,i SEWED )
I
80 "IS C900 PVC ®0 40%
SSMH 2 -.
it
86' --8" C900 PVC ®0.40 %'I
—�
I'I
PROVIDED BY CITY OF RE TON' LI.D '
_ — — — — _ _
— _� - - - — --
STA. +38, 34.94'L
RIM - 32-6 -80- 2 &..
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INV =3i2 -7-'t 3 \�Og '',,,, T_. �____... ISSMH# 3
INV- 3 \2.23
' �' \5 IRIM =324.78' R3Z7 14
STA. SANITARY 5 +7495 3'L
BYCIY OF RENTON PROVIDED
!INV= 316- }5-(W)13111,44
INV= 33+:8Cr N
!INV =3N-7G (S)',
(DATUM ELEV
305+00
3 +00 -
4 +00
5 +00
25TH STIFERNDALE PLACE N.E.
UNDERGROUND SERVICE (USA)
SCALE i " =20' HORIZ
1 VERT.
AVOID CUTTING UNDERGROUND
C�$UPE UTILITY LINES. IT'S
V WAS
s
a cn
COSTLY
Call NOTE:
Call
As— t3 —Q.
RECOMMENDED
APPROVAL
ARE "AS- BUILT"
�
19 @fOP!
� QV EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
d
2MATION SHOWN
y
Al-
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER -
DI
BY £i ��i�
IEFLECTS EXISTING
11332
�ISrII�9
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS THAT ALL EXISTING UTILITIES nRE s oWN
sags
� -�
ONS AS OF THIS DATE'
d
:MADE
SIGNAL
1-800-424_5555 HEREON. THE ENGINEER ASSUMES NO RESPONSIBIUTY FOR UTILITIES
NOT SHOWN OR UTIUTIEYOUOT SHOWN IN THEIR PROPER LOCATION.
BY
_M ERG PLS -113
FEE E E 11/30/98
CALL
-13 ; cY- 2-NJ-p7 `'C:FIViVt°3J uCV 1'V 1:19.7
1
a
ID
3
ROLL 161
ira � /d I3 - S- a�iS'o �CANNFO DEC 101999
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