HomeMy WebLinkAboutTED4003443.1LEGEND:
PROPOSED EXISTING
SIGN i SIGN
WATER ................. W ...............
WATER W
STORM
STORM
SAN ITARY _.__.__. _._.__._. Ss
SANITARY
GAS _.._............_..
COVER SHEET
FOR
MCDONALUS AT RAINIER AVE. S.
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UTILITIES/SERVICES
POWER:
PUGET SOUND ENERGY
105 156th AVE. N.E.
BELLEVUE, WA. 98005
1(800) 321-4321
GAS:
PUGET SOUND ENERGY
105 156th AVE. N.E.
BELLEVUE, WA. 98005
1(800) 321-4321
PHONE:
QWEST COMMUNICATIONS
450 11Oth AVE. N.E.
PREMIS BUREAU, 4th FLOOR
BELLEVUE, WA. 98003
SURVEY DATA
WATER:
CITY OF RENTON
1055 S. GRADY WAY
RENTON, WA. 98055
RENTON, WA
GEOTECHNICAL
PL
GENERAL NOTES
N
1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR.
S 129T
RENTON MUNICIPAL
CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR.
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AIRPORT
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2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER
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SIGNS ARE BY THE GENERAL CONTRACTOR.
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S 132ND ST
3. 3/4" EMPTY CONDUIT TO LOCATIONS SHOWN AT THE LOT PERI-
METER FOR LOT LIGHTING IS BY THE GENERAL CONTRACTOR. LIGHT-
S 1ST ST
ING FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE
pa
OWNER/OPERATOR.
4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR
BOLTS ARE BY THE FLAGPOLE SUPPLIER.
VICINITY MAP
LEGAL DESCRIPTION 1 "=1,200'
PARCEL A:
THAT PORTION OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING
WITHIN THE BED AND SHORES OF THE BLACK RIVER AND THE SOUTHEAST QUARTER OF THE NORTHWEST
QUARTER, DESCRIBED AS FOLLOWS:
BEGINNING AT THE INTERSECTION OF A LINE DRAWN PARALLEL WITH AND 75 FEET WESTERLY, WHEN MEASURED
RADIALLY, FROM THE CENTERLINE OF PRIMARY STATE HIGHWAY NO. 5, SEATTLE TO RENTON, AND A LINE DRAWN
PARALLEL WITH AND 30 FEET NORTHEASTERLY, WHEN MEASURED AT RIGHT ANGLES, FROM THE CENTERLINE OF
FORMER PRIMARY STATE HIGHWAY NO. 5, NOW 91 ST PLACE SOUTH, ALSO KNOWN AS D.C. MITCHELL ROAD AND
AS HAYES PLACE;
THENCE NORTHERLY ALONG SAID 75 FOOT PARALLEL LINE, A DISTANCE OF 250 FEET TO THE TRUE POINT OF
BEGINNING;
THENCE SOUTH 81'55'00" WEST TO THE INTERSECTION WITH THE EASTERLY MARGIN OF 91 ST PLACE SOUTH;
THENCE NORTHERLY ALONG THE EASTERLY MARGIN OF SAID 91 ST PLACE SOUTH TO THE INTERSECTION OF A LINE
DRAWN PARALLEL WITH AND 50 FEET SOUTHEASTERLY WHEN MEASURED AT RIGHT ANGLES FROM THE CENTERLINE
OF ACCESS ROAD, RENTON AVENUE EXTENSION;
THENCE NORTHEASTERLY ALONG SAID 50 FOOT PARALLEL LINE TO ITS INTERSECTION WITH A LINE 75 FEET
WESTERLY AND PARALLEL TO THE CENTERLINE OF PRIMARY STATE HIGHWAY NO. 5;
THENCE SOUTHEASTERLY ALONG SAID 75 FOOT PARALLEL LINE A DISTANCE OF 274.47 FEET, MORE OR LESS, TO
THE TRUE POINT OF BEGINNING;
EXCEPT THE FOLLOWING DESCRIBED TRACT OF LAND:
BEGINNING AT THE MOST NORTHERLY CORNER OF THE ABOVE DESCRIBED TRACT;
THENCE SOUTHWESTERLY ALONG A LINE 50 FEET SOUTHEASTERLY, WHEN MEASURED AT RIGHT ANGLES TO
CENTERLINE OF SAID ACCESS ROAD, RENTON AVENUE EXTENSION, A DISTANCE OF 150 FEET TO THE TRUE POINT
OF BEGINNING OF SAID EXCEPTED TRACT;
THENCE NORTHEASTERLY 150 FEET, ALONG SAID 50 FOOT PARALLEL LINE TO SAID 75 FOOT PARALLEL LINE;
THENCE SOUTHERLY ALONG SAID 75 FOOT PARALLEL LINE 150 FEET;
THENCE WESTERLY AT RIGHT ANGLES TO SAID 75 FOOT PARALLEL LINE 105 FEET MORE OR LESS TO A POINT
FROM WHICH THE TRUE POINT OF BEGINNING BEARS NORTH 26°10'00" WEST;
THENCE NORTH 26°10'00" WEST 86 FEET MORE OF LESS TO THE TRUE POINT OF BEGINNING.
PARCEL B:
THAT PORTION OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON,
WITHIN THE BED AND SHORES OF BLACK RIVER DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON A LINE DRAWN PARALLEL WITH AND 50 FEET SOUTHEASTERLY, WHEN MEASURED AT
RIGHT ANGLES, FROM THE CENTERLINE OF ACCESS ROAD, RENTON AVENUE EXTENSION, A DISTANCE OF 150 FEET,
MEASURED ALONG SAID PARALLEL LINE, FROM ITS INTERSECTION WITH A LINE DRAWN PARALLEL WITH AND 75
FEET WESTERLY, WHEN MEASURED AT RIGHT ANGLES FROM THE CENTERLINE OF PRIMARY STATE HIGHWAY NO. 5,
SEATTLE TO RENTON;
THENCE NORTHEASTERLY 150 FEET, ALONG SAID 50 FOOT PARALLEL LINE TO SAID 75 FOOT PARALLEL LINE;
THENCE SOUTHERLY ALONG SAID 75 FOOT PARALLEL LINE 150 FEET;
THENCE WESTERLY AT RIGHT ANGLES TO SAID 75 FOOT PARALLEL LINE 105 FEET MORE OR LESS TO A POINT
I FROM WHICH THE TRUE POINT OF BEGINNING BEARS NORTH 26`10'00" WEST;
THENCE NORTH 26`10'00" WEST 86 FEET MORE OF LESS TO THE TRUE POINT OF BEGINNING.
G❑LDER ASS❑CIATES
ADDRESS: 18300 NE UNION HILL ROAD SUITE 200
REDMOND, WA USA 98052-3333
TELEPHONE (425) 883-0777
CONTACT: RICHARD D. LUARK P.E., L.E.G.
ENGINEER:
BARGHAUSEN CONSULTING ENGINEERS, INC.
ADDRESS: 18215 72ND AVENUE SOUTH
KENT, WA 98032
PHONE: (425) 251-6222
CONTACT: HAL GRUBB/IVANA HALVORSEN
SEWER:
CITY OF
RENTON
1055 S.
GRADY WAY
RENTON,
WA. 98055
FIRE:
CITY OF
RENTON FIRE DEPARTMENT
1055 S.
GRADY WAY
RENTON,
WA. 98055
VERTICAL DATUM
NAVD 1988
VERTICAL BENCHMARK
CITY OF RENTON NO. 2128 3" BRASS
DISK STAMPED "KING COUNTY SURVEY
MONUMENT EN-80 1973" IN NORTH SIDE
OF AIRPORT WAY. ELEVATION = 30.856'
HORIZONTAL DATUM
NAD 1983 (91)
►[8ll11
COORDINATES AND ELEVATIONS
ARE GPS DERIVED, BASED ON
CITY OF RENTON POINTS 884
AND 1056.
DEVELOPER
MCDONALD'S USA, L.L.C.
12131 113TH AVENUE N.E., #103
KIRKLAND, WA 98034
(425) 821-4970
CONTACT: JEFF CHAPMAN
SURVEYOR:
BARGHAUSEN CONSULTING ENGINEERS, INC.
ADDRESS: 18215 72ND AVENUE SOUTH
KENT, WA 98032
PHONE: (425) 251-6222
CONTACT: DENNIS SALTYS
SITE ADDRESS:
73 RAINIER AVENUE S.
RENTON, WA
PARCEL NUMBER:
182305-9227, -9234
SITE ZONING:
CA
PARCEL SIZE:
46,382 S.F. (1.06 AC.)
BUILDING CONSTRUCTION TYPE:
WE
Cl
COVER SHEET
C2
SITE PLAN
C3
SITE IMPROVEMENT PLAN
C4
DRIVE THRU PLAN
C5
DRIVE THRU PLAN
C6
GRADING AND STORM DRAINAGE PLAN
C7
WATER AND SEWER SERVICE PLAN
C8
DEMOLITION AND EROSION CONTROL PLAN
C9
SITE NOTES AND DETAILS
C10
SITE NOTES AND DETAILS
C11
DEMOLITION AND EROSION CONTROL NOTES AND DETAILS
C12
DRIVE THRU NOTES AND DETAILS
C13
DRIVE THRU NOTES AND DETAILS
C14
TRASH ENCLOSURE NOTES AND DETAILS
L1 LANDSCAPE PLANTING PLAN
L2 LANDSCAPE PLANTING NOTES, MATERIALS AND DETAILS
L3 LANDSCAPE IRRIGATION PLAN
L4 LANDSCAPE IRRIGATION NOTES AND DETAILS
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5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT
LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST
ECONOMICAL INSTALLATION.
6. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES
TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING
UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING
DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND
CIRCUITING.
7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK
AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT
GROUNDBREAK.
8. FINISH WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH
PAVEMENT.
9. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELOW
TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING,
AND SPRINKLER SYSTEMS ARE BY THE OWNER/OPERATOR.
10, LOT LIGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS
REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE.
PAVING SPECIFICATION
(SEE SHEET C10)
GEOTECHNICAL REPORT PREPARED BY:
G❑LDER ASS❑CIATES
ADDRESS: 18300 NE UNION HILL ROAD SUITE 200
REDMOND, WA USA 98052-3333
TELEPHONE (425) 883-0777
CONTACT: RICHARD D. LUARK P.E., L.E.G.
NOTE: McDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION
TEST AND/OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE
SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF McDONALD'S,
OTHERWISE, G.C. WILL BE CHARGED.
LOT LIGHTING RECOMMENDATION
USE 1000 WATT METAL HALIDE LOT LIGHTS ON 28'
POLES OR AS DIRECTED BY OWNER
NOTE: ELECTRICAL CONTRACTOR TO CIRCUIT LOT LIGHTING AS NOTED
PARKING INFORMATION
TOTAL
44 SPACES
9' X
20'
® 90'
SPACES
- SPACES
10' X
30'
@ 0'
50
5 SPACES
g' X
20'
@ 60,
1 SPACES
9' X
16'
® 9o,
UTILITY INFORMATION
SIZE TYPE
LOCATION
SANITARY SEWER
- -
ON SITE
WATER
- -
ON SITE
STORM SEWER
-
ON SITE
ELECTRIC
- -
oN SITE
GAS
-" -
ON SITE
_
SURVEY INFORMATION
PREPARED BY: BARGHAUSEN CONSULTING ENGINEERS,
18215 72ND AVENUE SOUTH
KENT, WA 98032
DATE: DECEMBER, 2007
INC.
LEGEND
SEE PLAN
PLAN SCALE: 1 " = 40'
STREET ADDRESS
73 RAINIER AVENUE S.
CITY STATE
RENTON WA
REGIONAL DWG. NO
COUNTY
KING
CORPORATE DWG. NO.
STORE# 46-0017 I BCE JOB #13338
RENTON, WA
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