HomeMy WebLinkAboutS-224801F-
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N'.� APRON, r
OIL /WATER SEPARATOR.
SEE SHEETS M-1, M-2, f M-7
BOLLARDS . FOR PLAN AND DETAILS.
FIRE STATION �LDG.
ONLY P BUILDING FINISH \-A
.FLOOR 23.00
ss C. 0. '47
RIM=22.50
SS IE=17.50
C3\
5' WIDE CONC. WALK
62jO2SSD
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
RENTON FIRE STA IRON #14
SANITARY SEWER PLAN121ETAILSINOTES
- DEMNED- Gab I DATE MAY 20, 1996 73-H j v- 3. 573--004-951
—
DRAWN: - ISCAIE 0�-
NO
CHECKED: NOTED
APPROVED: —ca - /0
I I I ]A I I I I
10 11 12 13 14 15 16 17
SANITARY SEWER NO TES & SPECIFICA TIONS
I.,
ALL, WORK, MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS. OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST.
EDITION OF THE WSDTIAPWA. STANDARDS AND SPECIFICATIONS:
2.
THE HOURS OF WORK IN THE STREET RIGHT =OF-WAY SHALL BE' LIMITED TO, a. 30
A-M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVEr? IN WRITING BY
THE DEPARTMENT OF PUBLIC WORKS AT 235-2620. ALL STREET CLOSURES,
PARTIAL, OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24
-HOURS IN ADVANCE. THE POLICE DEPAR TMEN T AND 911 SHALL BE NO T7FIED, 24
HOURS IN ADVANCE.
J.
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,(AFWA ) AND
CITY OF RENTON STANDARD SPECIFICATIONS.
3k' 93 III
4.
ALL. LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT
LOCATION 50 AS TO AVOID DAMAGE OR DISTURBANCE.
S.,
A PRE- CONSTRUCTION CONFERENCE AND A 24 HOURS :NOTICE SHALL BE REQUIRED
".SCALE.-. I
PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO SECURE ALL IvEcEssARY PERMITS .PRIOR TO STARTING
CONSTRUCRON. (INSPECTION WILL' BE ACCOMPLISHED BY A , REPRESEN•ATVE OF
THE CITY OF RENTON). IT SHALL' BE THE CONTRACTORS RESPONSIBILITY 'TO.
NOTIFY THE,UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BA CKFILL ALL
a
CONSTRUC770N.
S.
CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND" SEQUENCES OF
TH
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE
CONSTRUCTION SITE.
Ex. SSMH
RIM = 20.12
7.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE
LE. = 8.90
AND: ANY RELATED PERMITS PRIOR, TO ANY CONSTRUC770N.
8.
PLANS APPROVED BY 77-IE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE.-
PRECEDENCE OVER ALL OTHER PLANS.
9.
A COPY OF'THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
9ONSTRUC77ON IS IN PROGR ESS_
93 F12&, m
L 36
e 6110 Pvc SS
10.
THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS- BUILT
5=9.25X
DRAWING OF THE SANITARY SEWER SYSTEM 'WHICH HAS BEEN STAMPED AND
SIGNED BY A LICENSED PROFESSIONAL
SSIONAL ENGINEER OF LICENSED
IE
P ROFESSIONAL SURVEYOR.
III
11.
'BACKFILL SHALL I BE PLACED EQUALLY ON BOTH SIDES OF 77-/ E PIPE, IN LAYERS .
w/.
WITH A' LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEP7H OF 8/ INCHES,
THOROUGHLY TAMPING EACH - LA YER, TO PERCENI T OF MAXIMUM - DENSITY. ' THESE
-COMPACTED.. LAYERS MOST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE
II
PIPE OR TO THE SIDE OF THE. TRENCH. MATERIALS HOT MIX PATCH SHALL BE
PLACED : WITHIN' 16 DAYS AND SHALL BE, PER CITY OF RENTON. CURRENT
STAN ARDS.
D
ia
'\6A iliM SHALL BE CITY OF- RENTON, U.S.C. AND G. S.
112
14.
ALL. DISTURBED AREAS SHALL'BE SEEDED MULCHED OR OTHERWISE STABILIZED TO
THE SATISFACT70N OF THE DEPARTMENT FOR T74E PREVENT70N OF ON -SITE EROSION,
SPACES SPACED-314
AS INDICATED- HT. -7/8'
I:
AFTER 'THE COMPLETION Ot"CONSTRUCUON.
0 13 r3 g
12170 +4 314-
15.
ALL PIPE AND APPURTENANCES SHALL BE. LAID ON A PROPERLY PREPARED
F7BER JOINT
�/B" RAISE -1/2' �PACKING
FOUNDATION IN ACCORDANCE ,WITH SECTON,7�02.3(7) '-)F THE CURRENT STATE OF
1-
WASHINGTON 37At\IbARDl:SPECtF7CAT7ONS FOR ROAD AND BRIDGE CONSTRUC770N.
BORDER
THIS 'SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM,OR- THE TOP OF
10
THE FotjNDA776N MATERIAL. AS WELL AS PLACEMENT AND. COMPACT70N OF REQUIRED
1/8 BEND
BEDDING MATERIAL TO UNIFORM. GRADE -0. THAT THE.EN77RE LENG714 OF THE PIPE
WILL BE SUPPORTED: ON,:eA._,UNIFORMLY DENSE UNYIELDING js?.Ast.. PIPE, BEDDING
SHALL BE PEA, GRAVEL S. VE, AND :BELOW THE PIPE.
A B 0
76. :'SANITARY
SEWER PIPE SHALL BE POLYVINYL CHLORIDE -(PVC) RUBBER GASKETED'
• ,
ASTM D 3034, SDR 35i:,, DUCTILE IRON CLASS 50.
1�
Al 1 1;, r-n %Z' 'AdAAlLJnl rn ��VrCAln A-All-liAl fAt -u A— 11A It ft I- I
'11AI-1AIC7 ni A F�C-A
F-
_fill'
j
N'.� APRON, r
OIL /WATER SEPARATOR.
SEE SHEETS M-1, M-2, f M-7
BOLLARDS . FOR PLAN AND DETAILS.
FIRE STATION �LDG.
ONLY P BUILDING FINISH \-A
.FLOOR 23.00
ss C. 0. '47
RIM=22.50
SS IE=17.50
C3\
5' WIDE CONC. WALK
62jO2SSD
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
RENTON FIRE STA IRON #14
SANITARY SEWER PLAN121ETAILSINOTES
- DEMNED- Gab I DATE MAY 20, 1996 73-H j v- 3. 573--004-951
—
DRAWN: - ISCAIE 0�-
NO
CHECKED: NOTED
APPROVED: —ca - /0
I I I ]A I I I I
10 11 12 13 14 15 16 17