HomeMy WebLinkAboutWTR2703120.6REVISIONS: REVISIONS PER ARCHITECTURAL SITE PLAN : REVISIONS PER CITY OF RENTON COMMENTS :REVISIONS PER CITY OF RENTON COMMENTS : REVISIONS PER CITY OF RENTON COMMENTS ; REVISED PER NEW WATER LAYOUT PER CITY OF RENTON
CHANGES, 05-27-03 DJW AND REDLINES, 06-03-03 DJW AND REDLINES. 06-18-03 DJW AND REDLINES. 07-02-03 DJW COMMENTS AND REDLINES. 07-15-03 DJW
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CB (TYPE II), TYPICAL
INSTALL OVER EXISTING
STORM LINE
EXISTING HYDRANT
(PROVIDE STORTZ
FITTINGS) t
CONNECT TO EXISTING
12" WATERMAIN.
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EXISTING HYDRANT
(PROVIDE STORTZ
FITTINGS)
A PORTION OF SECTION 18, TOWNSHIP 23 N., RANAE 5 EAST., W.M.
40 20 0 40
SCALE: 1" = 40'
MATT ILA
CITY OF RENTON (NAVD 88)
BENCHMARK
BASE: W �3f:2004&
CITY OF RENTON BENCHMARK NO. 2123: FOUND USGS BRASS
DISC STAMPED "Q462", VERTICAL IN WALL OF POST OFFICE.
1.5' E OF SOUTHWEST CORNER OF BUILDING LOCATED IN THE
NORTHEAST QUADRANT OF STREET INTERSECTION OF HOUSER
WAY AND WILLIAMS. AS PER PHONE CONVERSATION WITH BOB
MACONIE ON JANUARY 11, 2001.
ELEVATION = 45.11 FEET.
SI TE:
FOUND BRASS PLUG IN CONCRETE INCASED AT INTERSECTION
OF 4TH AND SHATTUCK STREETS.
BASIS OF BEARING
TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS)
LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES.
A CONVERGENCE ANGLE OF 01.01'30.491" COUNTERCLOCKWISE
WAS APPLIED AT A TACK IN LEAD IN 4" x 4" CONCRETE POST
SET IN MONUMENT CASE AT THE INTERSECTION OF SOUTH
FOURTH STREET AND SMITHERS AVENUE SOUTH,
LEGEND
FF— 33.40 FINISHED FLOOR ELEVATION
CATCHBASIN (TYPE 1)
CATCHBASIN (TYPE 11)
6 T/L
------------------
6" PVC TIGHTLINE
12" ST
12" STORM MAINLINE
+»—*
FIRE HYDRANT ASSEMBLY
12' WTR
12" WATER MAIN
6" S. Svc,
SANITARY SIDE SEWER
<
ROAD SLOPE ARROW
CONCRETE RETAINING WALL
EXISTING PAVEMENT
PROPOSED PAVEMENT
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
Date
Date
RECOMMENDED
FOR APPROVAL
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15(
EXPIRES: MAY 6, 200
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PROJECT NO.: 00-25
DRAWN BY: DJW
ISSUE DATE: 04-03-03
SHEET REV,: 07-15-03
COMPOSITE UTILMES
PLAN
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