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16.
DOWNSPOUTS
AT BACK OF BUILDINGS SHALL DISCHARGE DIRECTLY ONTO A/C PAVING. DOWNSPOUTS FROM
SLOPED ROOFS ABOVE OFFICE FRONTS SHALL BE TIGHTLINED TO NEAREST CATCH
BASIN WITH A MINIMUM COVER OF ONE FOOT AND A MINIMUM SLOPE OF ONE
PERCENT. 17. EXACT
LOCATION OF 8"x8" TEES SHALL BE DETERMINED FROM FIRE SPRINKLER DESIGN DRAWINGS. THESE
TEES ARE FOR DETECTOR CHECK CONNECTION. 1a:1R
N -A &,1019 F
BUSH, ROED &
HITCHINGS, INC., P.S. CIVIL ENGINEERS &
LAND SURVEYORS SEATTLE, WASHINGTON
323-4144 LEGEND SITE
KEY
PLAN
18 - >`xISTtNG
GONTDURS PROPO'aE,
CJ FINISH SPOT EUEV&-r1oNs tz x.
L w vv EXV5z)
TI G UTtLITIES , AZ WC;-Tr_-0 PR pe5E0
r?oRl"'l DRAIN PtZopoS>Gt
wAT.R St l. S<:W EIZ, AS N oTEI INOIGATG-r
ZEP4Rd- now of HEAVY SNo LIGN-r
FAwtNe tiR As. tQ i
F I C.gll4N S & 1. ALL CONSTRUCTION
SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL
PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON
STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, 1977 (APWA)
AND CITY OF RENTON STANDARDS. 2. CONTRACTOR SHALL
PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION/COLLECTION FACILITIES
TO INSURE THAT SEDIMENT LADEN WATER DOES
NOT ENTER NATURAL DRAINAGE SYSTEM. THESE FACILITIES MUST BE
IN OPERATION PRIOR TO CLEARING AND CONSTRUCTION AND MUST
BE MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING ARE COMPLETED
AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED.
3. ALL LOCATIONS
OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND
CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A
PRECONSTRUCTION
CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO
STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO
STARTING CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS
IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. STORM
DRAIN
PIPE SHALL BE CONCRETE, RUBBER GASKETED ASTM C14,CL.-2
OR ASTM C-76-II OR 16 GA. GALVANIZED STEEL TREATMENT I ASPHALT
COATED OR 16 GA. ALUMINUM HELICAL CORRUGATED METAL PIPE
WITH WATERTIGHT CONNECTING BANDS. 6. SANITARY SEWER
PIPE SHALL BE CONCRETE RUBBER GASKETED ASTM C14-CL.3
OR ASTM C76-II OR POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D
3034. 7. BEDDING FOR
STORM DRAIN PIPE SHALL BE CLASS "B" PER APWA STANDARD PLAN NO.
62 (PEA GRAVEL FROM 4 INCHES BELOW PIPE TO SPRINGLINE FOR
PIPES 27 INCH AND SMALLER AND FROM 6 INCHES BELOW PIPE
TO SPRINGLINE FOR PIPES 30 INCHES AND LARGER.) 8. BEDDING
FOR
CONCRETE SANITARY SEWER PIPE SHALL BE CLASS "B" PER APWA STANDARD
PLAN NO. 62 (PEA GRAVEL FROM 6 INCHES BELOW PIPE TO
SPRINGLINE. FOR PVC PIPE THE BEDDING SHALL BE CARRIED TO 6
INCHES ABOVE TOP OF PIPE, IN 6 INCH LAYERS, INDIVIDUALLY COMPACTED). 9.
T.V.
INSPECTION IS REQUIRED FOR,&LLS SANITARY SEWER LINES. 10. TRENCH WIDTH
SHALL BE 40 INCH MINIMUM OR 1-1/2 TIMES THE PIPE DIAMETER PLUS
18 INCHES WHICHEVER IS GREATER. BACKFILL SHALL BE PLACED
EQUALLY ON BOTH SIDES OF THE PIPE IN 6 INCH LAYERS COMPACTED TO
95% OF MAXIMUM DENSITY. 11. ALL CATCH
BASINS SHALL BE APWA STANDARD PLAN NO. 52, TYPE I-C WITH
APWA STANDARD PLAN NO. 49 FRAME AND GRATE AND TYPE 60 OUTLET TRAP.
12. PIPE FOR
WATER MAINS SHALL BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO
ANSI SPECIFICATIONS A-21-51-1976 OR LATEST REVISION, THICKNESS
CLASS 52. CEMENT MORTAR LINING AND SEAL COATING
SHALL CONFORM TO ANSI A-21-4-74 OR LATEST REVISION. PIPE JOINTS
TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE
CLASS C. ALL WATER MAINS 10 INCHES AND SMALLER TO MAINTAIN
A MINIMUM COVER OF 36 INCHES. 13. ALL FITTINGS
TO BE CAST IRON, CEMENT LINED, CLASS 250 CONFORMING TO ANSI
SPECIFICATIONS A-21-10-1977, ANSI A-21-11-
1977 OR LATEST REVISION. ALL FITTING JOINTS TO BE MECHANICAL JOINT OR
FLANGED. FLANGED JOINTS SHALL BE DRILLED IN ACCORDANCE
WITH ANSI B 16.1 AND SHALL BE 125 LB. CONFIGURATION. 14. ALL
WATER
MAINS SHALL BE PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH THE
SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON
STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE
DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY
OF RENTON. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF
ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO
FINAL TIE-IN. 15. INSTALLATION OF
CORPORATE STOPS, WATER SERVICES, LINES AND METERS TO BE
ACCOMPLISHED BY THE CITY OF RENTON. ALL CONNECTION TO EXISTING
MAINS TO BE ACCOMPLiSHED BY THE CITY OF RENTON. ALL
NECESSARY EXCAVATION AND MATERIALS TO BE SUPPLIED BY THE
CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATION. 4ftwow Co
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NOTES
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AN Pr tiJ fiPJ.I-D'1" ICE! i U `rr W ITH
0,4 Rio FZVT AS ice• MDUt,aD
MINIMUM 12j1 (UNi.5 a5 i>1N rv!g .ip-n. R.„I•; pI. X FIJ-rly
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tAOL4N tN ALL, r-t.,+ Tgv,, PRUNE BACK
CLEAR VINYL
HOSE 012 GAUGE
GALV. STEEL WIRE, SPACE EQUALLY. TWIST
TO TIGHTEN 2x2 TREATED
WOODEN STAKES,STAIN DARK BROWN.
DRIVE STAKES TO SUFFICIENT DEPTH
TO SUPPORT ROOT BALL SET
CROWN
AT NURSERY HEIGHT FINISH GRADE
BARK MULCH
TOPSOIL: 2/
3 IMPORT - 1/3 NATIVE ROLL TOP
2/3 OF BURLAP AWAY FROM BALL SCARIFY BOTTOM
AND SIDES OF HOLE COMPACT LAYER
BACKFILL MINIMUM CLEARANCE
ALL AROUND T7\,E
E T DE-54\1 L - ?*T r e,1
MAC PtA t JT I NCB A--,42 c2HOwN IN G--I'kIL uh4l.r-,
4t)e'7 MAINTAIN MINIMUM G::E=
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v i N
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2,1
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COMPACT LAYER OF
BACKFILL All SCARIFY BOTTOM
AND SIDES OF HOLE MINIMUM CLEARANCE ALL
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HM TICE EGrUYI
NU DETNI L - TYr' NO 5 CA\
LE STATE OF WASHINGTON
REGISTERED LANDSCAPE
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KEY PLAN
L.—IA 11 1.--
LEGAL DESCRIPTION
THAT PORTION OF THE SOUTHEAST QUARTER OF
SECTION 13 AND THE NORTHEAST QUARTER OF SECTION
24, BOTH IN TOWNSHIP 23 NORTH, RANGE 4 EAST,
W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS
FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF THE PLAT
OF EARLINGTON INDUSTRIAL PARK NO.2, AS RECORDED
IN VOLUME 88 OF PLATS, PAGE 80, RECORDS OF KING
COUNTY, WASHINGTON; THENCE SOUTH 1°1412811 WEST
ALONG THE WEST LINE OF SAID PLAT AND THE WEST
RIGHT-OF-WAY LINE OF POWELL AVENUE S.W.
104.78 FEET TO THE TRUE POINT OF BEGINNING;
THENCE CONTINUING ALONG SAID LINE SOUTH
101412811 WEST 380.22 FEET; THENCE NORTH
88045132t1 WEST 360.00 FEET; THENCE NORTH
1°1412811 EAST 408.20 FEET; THENCE SOUTH
88015/0011 EAST 335.24 FEET TO THE POINT OF
CURVATURE OF A 25.00 FOOT RADIUS CURVE TO THE
RIGHT; THENCE EASTERLY AND SOUTHERLY ALONG SAID
CURVE AN ARC DISTANCE OF 39.05 FEET TO THE TRUE
POINT OF BEGINNING.
CODE DATA - UBC 1979
CONSTRUCTION TYPE V-N
SPRINKLER SYSTEM: SEE PLAN
OCCUPANCY: OFFICE & WAREHOUSE, B-2
FIRE ZONE: NONE
ZONING DISTRICT: MP
TOTAL LOT AREA: 14G,,
TOTAL BUILDING AREA:
PERCENT OF SITE COVERAGE: 31.71%
PARKING RATIO: 1 /'5S
PARKING STALLS PROVIDED: k2t INCLUDING _ G HANIDI'-PF_ PARKING
AND MANIUVERING AREA: Col, 33C, 5. REQUIRED
LANDSCAPING AREA: 2-4, -169, PER
11METER 15, 30t. 10
PAVING 6, 7 33 5. " 20
OF SITE 2,"1 Z-7 ACTUAL
LANDSCAPING PROVIDED: a
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