HomeMy WebLinkAboutS-296302REVISIONS. REVISED PER CITY OF RENTON COMMENTS :REVISED PER CITY OF RENTON COMMENTS :REVISED LOT GRADING PER CLEINT'S :REVISED LOT GRADING PER CLEINT'S
AND REDLINES. 06 -04 -01 DJW AND REDLINES. 02 -22 -02 DJW REQUEST. 04 -24 -02 DJW REQUEST. 05 -20 -02 DJW
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S.E. 1/4, S.E. 1/4, SEC. 31, T. 23 N., R. 5 E., W.M. SCALE= 1" =20'
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a INV - 202.00 PAD =213.5 p
INV.= 207.00 -
PAD =215.5
STA. 6 +02.92, 37.4" RT.
SSMH #3
RIM= 205.9
INV. 8 "(N, S)= 197.71 (IN)
INV. 8 "(W)= 197.61 (OUT)
8' IN -LINE C.O.
RIM =209.0
INV. 8 "(N)= 202.95
KOLL 176 F 4 5
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ALL WORK PERFORMED AND MATERIALS
USED SHALL BE IN ACCORDANCE WITH
CITY OF RENTON 'STANDARD PLANS -,
DATED 01121197.
S,w296302
LEGEND
e—
SANITARY SEWER MANHOLE
E" PVC
_i 8" TN -LINE CLEANOUT
t. '- ° a_
} 12" TEE W/ CONCRETE BLOCKING
1
iz" P.
12" GATE VAL Vc
iz" o LP.
S{ 1.2" CAP W!/ CONCRETE BLOCKING
WATER METER W'/ SERVICE LINE
s" ova. FIRE HYDRANT. (12'x!2 "x6" TEE
t W/ CONC- BLKG., 6- GATE VALVE
AND FIRE HYDRANT ASSEMBLY.
0PREsc WAY 6, 2003
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NAVD 88 (CITY OF RENTON)
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CONTOUR INTERVAL = 2'
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BASE:
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KING COUNTY SURVEY CONTROL POINT /F -10-
FOUND BRASS DISC FLUSH WITH SIDEWALK 1.0' t
8' IN -LINE C.O.
WEST OF SIGNAL LIGHT POLE IN THE NORTHWEST
RIM= 2120
212.
QUADRANT OF STREET INTERSECTION OF TALBOT
INV. 204.46
ROAD AND SOUTHWEST 43RD STREET.
ELEVATION: 121.26 FEET-
NOTES:
1- CONTRACTOR TO MAINTAIN 5" MINIMUM CLEARANCE
_
FROM GAS MAIN TO AL OTHER MAINLINE UTILITIES-
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2-ALL PRIVATE STORM PIPE SHALL BE ADS —N12 (OR
EQUAL) UNLESS OTHERWISE NOTED ON THE PLANS-
3. ALL STORM INLETS SHALL BE PROTECTED DURING
CONSTRUCTION PER THE TEMPORARY EROSION
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CONTROL PLAN.
4- EXISTING UNDERGROUND UTILITIES IN TALBOT ROAD
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HAVE BEEN SHOWN FROM THE MOST CURRENT
INFORMATION AVAILABLE IT SHALL BE THE
CONTRACTORS RESPONSIBILITY TO LOCATE ALL
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EXISTING UTILITIES SHOWN OR NOT, PRIOR TO
BEGINNING CONSTRUCTION-
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', ` INV. =208.00 '� /�� .. -
5. SEE SHEET C2 FOR HORIZONTAL CONTROL
PAD= `,Zr1J_J�' -
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6. MAINTAIN 5' CLEARANCE FROM DRIVEWAY APPROACHES
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TO ANY STREET LIGHT.
7_ SEE SHEET C14 FOR STANDARD NOTES.
SEE SHEET C6 FOR ROAD AND STORM DRAINAGE
PROFILES.
--
9. SHEET C13 FOR OFF -SITE IMPROVEMENTS.
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—_
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10. AL NEW ELECTRICAL, PHONE & CABLE SERVICES &
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LINES TO THE PLAT MUST BE UNDERGROUND
CONSTRUCTION OF THESE FRANCHISE UTILITIES MUST
BE INSPECTED & APPROVED BY A CITY OF RENTON
-
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PUBLIC WORKS INSPECTOR PRIOR TO RECORDING OF
'5
_
THE FINAL PLAT
PAD =213.5 �'
'
!
II_ LOCATIONS FOR THESE UTILITIES WILL BE DESIGNED
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INV. = 205.00
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BY THEIR RESPECTIVE PURVEYORS- IN GENERAL
REQUIRED UNDERGROUND CONDUIT AND PIPE, METERS,
TRANSFORMERS JUNCTION BOXES, ETC-, WILL BE
I OCATED IN LANDSCAPE AREAS UNDER SIDEWALK OR
/
_
IN PAVEMENT CORRIDORS WHICH WILL NOT
CONFLICT WITH PROPOSED WATER, SANITARY SEWER.
OR STORM DRAIN
1 _
a INV - 202.00 PAD =213.5 p
INV.= 207.00 -
PAD =215.5
STA. 6 +02.92, 37.4" RT.
SSMH #3
RIM= 205.9
INV. 8 "(N, S)= 197.71 (IN)
INV. 8 "(W)= 197.61 (OUT)
8' IN -LINE C.O.
RIM =209.0
INV. 8 "(N)= 202.95
KOLL 176 F 4 5
1
I
I
i
ALL WORK PERFORMED AND MATERIALS
USED SHALL BE IN ACCORDANCE WITH
CITY OF RENTON 'STANDARD PLANS -,
DATED 01121197.
S,w296302
LEGEND
e—
SANITARY SEWER MANHOLE
E" PVC
_i 8" TN -LINE CLEANOUT
t. '- ° a_
} 12" TEE W/ CONCRETE BLOCKING
1
iz" P.
12" GATE VAL Vc
iz" o LP.
S{ 1.2" CAP W!/ CONCRETE BLOCKING
WATER METER W'/ SERVICE LINE
s" ova. FIRE HYDRANT. (12'x!2 "x6" TEE
t W/ CONC- BLKG., 6- GATE VALVE
AND FIRE HYDRANT ASSEMBLY.
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PROJECT NO.: 9648
DRAWN BY: DJw
ISSUE DATE: 04-02 -M
SHEET REV.: 05 -20-02
SAWARY SEINER
(EAST HALF OF Wr=)
V
SHEET 8 OF 20
SCANNED SEP 1 3 2002
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