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CITY OF RENTON T - ' .r 1 I INV OUT -442!W MAPLE TREE
SANITARY SEVER NOTES AND SPEOROATIONS I , , �8 I TRACT d I 1 ,s2.3Z
p 1 25' I MIN. FF=
1 ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE I � I � � r 6IIFFER SENSITIVE 1 439.0 r' - � CEDAR TREE
L. STANCARDS AND SPEC OF THE CITY OF RENTON AND THE i �t AREA TRACT
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0 LATE: EDITION OF THE WSDOT/ APWA STANDARDS AND I I n' A✓ I �_
SPECIFICATIONS. 1.0• SIDEWALK` I I .TTONW000 TREE
I- EASEMENT -
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Q 2, THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE
:, ....
LIMITED TO D 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS A277- OTHERWISE li 3 +04.4
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., „ ., .. .• ALDER TREE
l APPROVED S WRITING BY THE TRANSPORTATION DIVISION AT 277-
- 0222 ALL STREET CLOSURES, PARTIAL OR FULL SHALL BE -6 i WD -4 /
APPROVED BY THE TRANSPORTATION DIVISION ,A HOURS IN ADVANCE. - - MIN. FF= _
UJ� - / HOLLY TREE
THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 917 SHALL BE I � -- _ --- -- " i �•0
NOTIFIED 24 HOURS IN ADVANCE. I QY ( n lWD -5 SIDEWALK
- - - jS}T}'A_
>\ `I 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 'STANDARD j / EASEMENT \3m3 TTT�
SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" O +OO
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PEPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS +DECIDUOUS TREE
C ASSOCIATION, LATEST EDITION (APWA) AND THE CITY OF RENTON 5+16.27
STANDARD SPECIFICATIONS. I 5981# 5 ® WATER METER
_ STA 5+11.21. 5l
4. AL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE - PoM=**" ' '441:11 FIRE HYDRANT
ANO IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE ( I - - INV: , ll.
SUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR MIN. FF= INV qJT -•�" ° 43 (.6 J, P
DISTURBANCE, 436.0 MIN. FF= Y
5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL "' I "" I "" 14" # 6 4 0 SIGNAL POLE
E RfOUTRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE I 4+90, -
THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY I '\ PoM - -.: }��� 3 QS SEWER MANHOLE
PER PRIOR TO STARTING CONSTRUCTION (INSPECTION WILL BE ENV- w ,3
ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON), IT I _ 1.0 SIDEWALK MIN_ FF= o CATCH
SHALL BE THE CONTRACTORS RESPONSIBIIItt TO NOTIFY THE CITY I -- - EASEMENT 436.5 _
INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL 2+90 5}�UPEg
` CONSTRUCTION I�
n-, c. CONTRACTOR IS SOLELY RESPONSIBLE FOR THEM MEANS, METHODS 5
Tr ,° AND SEOVENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS _ I - - MIN! P _ _
AND OTHERS ON THE CONSTRUCTION SITE. C0 STA. 2 +24 `
: y`
Q Q o f - 435.0 1 _ 4
iT SHALL BE THE RESPONS13iL1TY OF THE CONTRACTOR TO --1- - - - - - MIN. FF -
OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY _ 2 +10 4350 MIN. FF= -
L Z tw CONSTRUCTION. I 435.5 STA _
C� 2+36 '
� W a n. PLAINS enoonyrn av THE CITY OF gcurnN, DEVELOPMENT
SERVICES DIVISION SHALL TAKE PRECEDENCE OVER ALL OTHER 16
i PLANS
a. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE M14340 STA 1 +6 1-1- 5
�E WHENEVER CONSTRUCTION IS IN PROGRESS.
STA 1 +66. MIN. FF= MIN. FF=
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN I 434.0 4-3&5-0 STA i+8m SCALE 1- = 46 _.-,ESE PLANS APE'AS_SUILT'
i AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN SIDE SEWER cie, THE INFORM: 7N SHOWN
Q. I I os SEMENAac-
_o e STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR - - EASEMENT ®2.00�._TYP
LICENSED PROFESSIONAL SURVEYOR. _ At.:URATELY REFL-TS EXISTING
% 0.50• SIDEWALK
11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE 17 _ _ EASEMENT u�r7" -�. F::LD CONDITIONS AS OF THIS
PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES. MIN. -FF =- STA 1 +1 10 I "T DATE:/Jfj Z sj
R�
MAXIMUM. DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 433.0 S
95% OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND -4- MIN. FF=
Qo • STA. 1 +09 WILLIAM SHUPE HOUid�..32G P 11 3.
}3 FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR i0 THE _ 433.0 MIN. FF= rs� I -
33 SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE 434.0 STA 1+
SHALL BE THE SAME AS DESCRIBED.
12. OPEN OUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING .. -_
TRAVELED ROADWAY SHALL HE BACKTO THE WITH CRUSHED ROCK AND I 1.Q 1 292503
MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL �++
E NEATLINE CUT WITH SAW IN A CONTINUOUS LINE A TEMPORARY MIN.
_ 432.0 STA 0+6_ ,=
T MIX PATCH MUST BE PLACED IMMECA«Y AF ER BACKFiLL AND
- SSMH -'2 I r STA 0 +56 -
�. z - COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN '.,
c O DA"S A,.D S"„�� BE PER CITY OF RENTON CURRENT STANDARDS. A'AISIA 2 +32 '11L l�
Y RIM=
DATUM SHALL BE CITY OF RENTON U.S C. AND G . REPLACE JLEANOUT 47/1.Ig INVlMT= 429:85" MIN. FF= -
` x WITH SSMH# 1 4a5l$0 NV. OUT =426L} 4320 MIN. FF=
14- ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR B.(,*j RI 4d9c46 � +54 55 _43RD _ _ enri_ .0
# OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT 4�1. ®1 ENV I1 =429.10 433.0 - -
STR.-
THE PREVENTION OF ONSi TE EROSION AFTER 111E COMPLETION OF INV OUT= 429.00 VERIFY ) 0 +?9 �W. Ft-=, 1D �,. -I 0.50• SIDEWALK , " _ _
CONSTRUCUON. -1-- T"- {{��331. % EASEMEN
.ST A T STA-U+44
11 "E'YOC 6 ^ 0+56 ,
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY
PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-023(l) OF '-d "� D`= 11 6022
THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR + '7.5' SANITARY 1+
s T ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY -I-- J S�EEA- _LSL +68 r SSMH# 4
3 STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND EASEMENT MIN FF= I "° :r,-�. _ I STA 1 +SS^ $'L
BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING 20 431.0 ✓ /'� - _ - - RIM A36.Z;
OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL L _r _
° AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING - / _- , _ , I' INV OU 3 x.24
o MATERIAL TO UNIFORM GARDE SO THAT THE ENTIRE LENGTH OF THE I DRAINAGE EASEMENT �..- STA 1 I
✓r
PIPE
WILL E`E SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE _ #
} d PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE if -SSMH 3 J_ -0-}61 lTq
F ~ 3 a PIPE. I STA - 10' SANITA_R50• SIDEWALK
5
0 +22 ✓ ' SEWER EASEM N EASEMENT
_ INV'IN= 429374
\ n w 76. SANITARY SEXIER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) -' " - INV
N \ \ \ \ C RUBBER GASKETED ASTM 3034, SDR 35, OR DUCTILE IRON CLASS 50. -�1 �! `131? &L
L 1 MIN. FF= 22 23 24 �5 ± 1
7 IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES 432.0
0 AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA. 10' POWER LINE ESMT MIN. FF= MIN. FF= MIN_ FF= _
COVER MUST SLOPE IN AL DIRECTIONS TO MATCH PAVING FOUND REBAR REC -RO. 88041717410 -2'� 432.0_ 4320 11 MIN_ FF
L- AND CAP �j` 3' DRAINAGE ESM 432.0
- - L 42�`- - 1 r REC. - I ,
- {I 861274078078 2 I 1
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&_87071 41025
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NPLACEJ .. a6 - -_ __j____ . .APPRQX._L_OCATIQ1 EX_WA1T~_ly_gIN_
� -- - - - - -- PE
41-0
_ a +oo
N.E. 4TH ST. 4
3 +00 �
(Z - -- --+-- - z +oe _ +oc k RECOMMENDED
o fOR APPROVAL
Ily
ioKAy 1ST BY 7h7LllL
a Z a A%%0 CUTTING UNDERGROUND
G „!Run' UNES. IT` COSTLY IiXPIRffi 11/30/02
m aw W O UNDERGROUND SERVICE (USA)
all NOTE:
a. S
before you EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
SHALL THE CON74 ACTOWS RESPONSIBILITY TO DETERMINE THE
�� 9- EX
ACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER -
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
i HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTWTLS
1- 800 - 424 -5555 NOT SHOWN LLRBEFOREUTILITIES NOT HO1-800-424-5555
PROPER LOCATION
,j -?p7 SCANNED FEB 152002 s
SCANNED SEP 13 2002: . All�E� Jill 011111, -i
17
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