HomeMy WebLinkAboutS-296301REVISIONS :REVISED PER C l i N 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.
SSMH . #' ..... ..... ....
RIM= 143.33
INV. 8 "(E)= 133.43(IN)
INV. 8 "(w)= 133.33(ou r)
25.0' WIDE, '
SSMH f2 V
RIM= 165.83
INV. 8 "(E)= 157.93(TN)
INV. 8 "(w)= 157.83 (our)
UIE I
SCALE: 1" =20'
20 10 0 20
GRAPHIC SCALE
VERTICAL DATUM: rl
NAVD 88 (CITY OF RENTON)
CONTOUR INTERVAL = 2'
BENCHMARK=
BASE:
KING COUNTY SURVEY CONTROL POINT #F-10-
FOUND BRASS DISC FLUSH WITH SIDEWALK 1.0' t
WEST OF SIGNAL LIGHT POLE IN THE NORTHWEST
QUADRANT OF STREET INTERSECTION OF TALBOT
ROAD AND SOUTHWEST 43RD STREET-
ELEVATION.
12126 FEET.
NOTES:
1. CONTRACTOR TO MAINTAIN 5' MINIMUM CLEARANCE
FROM GAS MAIN TO ALL OTHER MAINLINE UTILITIES-
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
CONTROL PLAN.
4_ EXTS71NG UNDERGROUND UTILITIES IN TALBOT ROAD
HAVE BEEN SHOWN FROM THE MOST CURRENT
INFORMATION AVAILABLE IT SHALL BE THE
CONTRACTORS RESPONSIBILITY TO LOCATE ALL
EXISTING UTILITIES, SHOWN OR NOT, PRIOR TO
BEGINNING CONSTRUCTION.
5. SEE SHEET C2 FOR HORIZONTAL CONTROL.
6. MAINTAIN 5' CLEARANCE FROM DRIVEWAY APPROACHES
TO ANY STREET LIGHT
7. SEE SHEET C14 FOR STANDARD NOTES.
8. SEE SHEET C6 FOR ROAD AND STORM DRAINAGE
PROFILES
9. SEE SHEET C13 FOR OFF -SITE IMPROVEMENTS
70. ALL NEW ELECTRICAL, PHONE & CABLE SERVICES &
LINES TO THE PLAT MUST BE UNDERGROUND.
CONSTRUCTION OF THESE FRANCHISE UTILITIES MUST
z BE INSPECTED & APPROVED BY A CITY OF RENTON
PUBLIC WORKS INSPECTOR PRIOR TO RECORDING OF
0 THE FINAL PLAT
Q
11 LOCATIONS FOR THESE UTILITIES WILL BE DESIGNED
0 BY THEIR RESPECTIVE PURVEYORS. IN GENERAL
z REQUIRED UNDERGROUND CONDUIT AND PIPE, METERS
F TRANSFORMERS, JUNCTION BOXES, ETC_, WILL BE
z LOCATED IN LANDSCAPE AREAS, UNDER SIDEWALK OR
IN PAVEMENT CORRIDORS WHICH WILL NOT
O CONFLICT WITH PROPOSED WATER, SANITARY SEWER,
U OR STORM DRAIN UTILITIES-
¢
OD
0 ALL WORK PERFORMED AND MATERIALS
USED SHALL BE IN ACCORDANCE WITH
CITY OF RENTON - STANDARD PLANS -,
1I.I
w DATED 01127197.
.w Sm-296301
am
SANITARY SEWER MANHOLE
E' NYC
8- .N -LINE CLEANOUT,
u' au.
12' TEE W,/ CONCRETE BLOCKING
12' GATE VALVE
2' "-IP.
— 12- CAP W/ CONCRETE BLOCKING
WATER METER W/ SERVICE LINE
EIRE HYDRANT. (12'x12 "x6" TEE,
W/ CONC. BLKG., 6- GATE VALVE
AND FIRE HYDRANT ASSEMBLY.
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KAY 66 2003
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S.E. 1/4, S.E. 1/4, SEC. 31, T. 23 N., R. 5 E., W.M.
SSMH . #' ..... ..... ....
RIM= 143.33
INV. 8 "(E)= 133.43(IN)
INV. 8 "(w)= 133.33(ou r)
25.0' WIDE, '
SSMH f2 V
RIM= 165.83
INV. 8 "(E)= 157.93(TN)
INV. 8 "(w)= 157.83 (our)
UIE I
SCALE: 1" =20'
20 10 0 20
GRAPHIC SCALE
VERTICAL DATUM: rl
NAVD 88 (CITY OF RENTON)
CONTOUR INTERVAL = 2'
BENCHMARK=
BASE:
KING COUNTY SURVEY CONTROL POINT #F-10-
FOUND BRASS DISC FLUSH WITH SIDEWALK 1.0' t
WEST OF SIGNAL LIGHT POLE IN THE NORTHWEST
QUADRANT OF STREET INTERSECTION OF TALBOT
ROAD AND SOUTHWEST 43RD STREET-
ELEVATION.
12126 FEET.
NOTES:
1. CONTRACTOR TO MAINTAIN 5' MINIMUM CLEARANCE
FROM GAS MAIN TO ALL OTHER MAINLINE UTILITIES-
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
CONTROL PLAN.
4_ EXTS71NG UNDERGROUND UTILITIES IN TALBOT ROAD
HAVE BEEN SHOWN FROM THE MOST CURRENT
INFORMATION AVAILABLE IT SHALL BE THE
CONTRACTORS RESPONSIBILITY TO LOCATE ALL
EXISTING UTILITIES, SHOWN OR NOT, PRIOR TO
BEGINNING CONSTRUCTION.
5. SEE SHEET C2 FOR HORIZONTAL CONTROL.
6. MAINTAIN 5' CLEARANCE FROM DRIVEWAY APPROACHES
TO ANY STREET LIGHT
7. SEE SHEET C14 FOR STANDARD NOTES.
8. SEE SHEET C6 FOR ROAD AND STORM DRAINAGE
PROFILES
9. SEE SHEET C13 FOR OFF -SITE IMPROVEMENTS
70. ALL NEW ELECTRICAL, PHONE & CABLE SERVICES &
LINES TO THE PLAT MUST BE UNDERGROUND.
CONSTRUCTION OF THESE FRANCHISE UTILITIES MUST
z BE INSPECTED & APPROVED BY A CITY OF RENTON
PUBLIC WORKS INSPECTOR PRIOR TO RECORDING OF
0 THE FINAL PLAT
Q
11 LOCATIONS FOR THESE UTILITIES WILL BE DESIGNED
0 BY THEIR RESPECTIVE PURVEYORS. IN GENERAL
z REQUIRED UNDERGROUND CONDUIT AND PIPE, METERS
F TRANSFORMERS, JUNCTION BOXES, ETC_, WILL BE
z LOCATED IN LANDSCAPE AREAS, UNDER SIDEWALK OR
IN PAVEMENT CORRIDORS WHICH WILL NOT
O CONFLICT WITH PROPOSED WATER, SANITARY SEWER,
U OR STORM DRAIN UTILITIES-
¢
OD
0 ALL WORK PERFORMED AND MATERIALS
USED SHALL BE IN ACCORDANCE WITH
CITY OF RENTON - STANDARD PLANS -,
1I.I
w DATED 01127197.
.w Sm-296301
am
SANITARY SEWER MANHOLE
E' NYC
8- .N -LINE CLEANOUT,
u' au.
12' TEE W,/ CONCRETE BLOCKING
12' GATE VALVE
2' "-IP.
— 12- CAP W/ CONCRETE BLOCKING
WATER METER W/ SERVICE LINE
EIRE HYDRANT. (12'x12 "x6" TEE,
W/ CONC. BLKG., 6- GATE VALVE
AND FIRE HYDRANT ASSEMBLY.
P o�,`ur.►��GwT 6-�3 -�oz
KAY 66 2003
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PROJECT NO.: 98-48
ISSUEV DATE: 04 -02-01
SHEET REV.: 05-20-OZ
SANITARY SEWER
(WES"T HALF OF SITE)
SHEET 7 OF 20
9B 4a� SCANNED $FD ^ I"?
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