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CATCH BASIN
STORM DRAINAGE LINE
SANITARY SEWER MANHOLE
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WATERMAIN
CONTOUR
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STANDARD ASPHALT PAVEMENT
LIMITS OF SITE CLEARING
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— — 19 — —
File: P:\SDSKPROJ\6688\ENGINEERING\6688—PE.DWG Date/Time: 04/15/1998 08:03 Scale: 1=20 Allen Xrefs: Z6688—S,Z6688—B,
TREE CUTTING/LAND CLEARING PLAN
SECTION 30, TOWNSHIP 23 N., RANGE 5 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
LIMITS OF SITE
CLEARING (TYP.)
LIMITS OF SITE
CLEARING (TYP.)
CLEARING NOTE:
NO EXISTING TREES LOCATED ON/OR
ADJACENT TO THIS SITE. ALL CLEARING
WILL BE COMPRISED OF REMOVAL
OF GRASSES.
OWNERS REPRESENTATIVE:
M.C. CONSTRUCTION
2142 ABERNATHY RD. N.E.
OLYMPIA, WA. 98506
CONTACT:
MIKE COHEN
(360) 456-6307
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— 19 ---
File: P:\SDSKPROJ\6688\ENGINEERING\6688-PU.DWG Date/Time: 04/14/1998 16:08 Scale: 1=20 Allen Xrefs: Z6688-S,Z6688-B,
PRELIMINARY UTILITY SERVICE PLAN
SECTION 30, TOWNSHIP 23 N., RANGE 5 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
S89' 19'38"E
PRELIMINARY WATER SERVICE KEYNOTES:
to-- NEW 2" WATER METER ASSEMBLY PER CITY OF RENTON STDS.
2O— NEW 1" IRRIGATION METER ASSEMBLY PER CITY OF RENTON STDS.
OWNERS REPRESENTATIVE:
M.C. CONSTRUCTION
2142 ABERNATHY RD. N.E.
OLYMPIA, WA. 98506
CONTACT:
MIKE COHEN
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PROPOSED
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WORK OUANTITIES:
CUT (EXPORT) = 1,300 C.Y.
FILL (IMPORT) = 3,000 C.Y.
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File: P:\SDSKPROJ\6688\ENGINEERING\6688—PGM.DWG Date/Time: 04/14/1998 15:51 Scale: 1=20 Allen Xrefs: Z6688—S,Z6688—B,
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SITE DATA=
STIE: 16AP22 Sq Ft
iSLDC& FOOTPRINT: 16AM Sq Ft
ASPHALT PARKING/f=ONC WALKS; 28,319 Sq Ft
LANDSCAPE:
BUILDING DATA;
let FLOOR:
15/482 SQ
2m-UNITS
2nd FLOOR:
15,31350
34-UNITS
3rd FLOOR:
16082 Sa
34-UNITS
TOTAL:
46 931 SQ
88-UNITS
HANDICAP: 4 (8'409
31*21 Sq Ft 42%
COMPACT: 21 ("'xll')
STANDARD= 51 (cb'x2V')
TOTAL: 82 PARKING SPACES. ON- SM
cross-rl 1*: ! wmtom SPA(cs, w1adw LOT'
DATE: 04/07/98 1 REVISIONS;
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