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LEGEND
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A.C.
ASPHALTIC CONCRETE
ELEVATIONS
REFER TO U.S.C.&G.S. DATA (UNITED STATES COAST & GEODETIC SURVEY) NOW REFERRED TO AS
SURFACE
N.G.V.D. (NATIONAL GEODETIC VERTICAL DATUM) BEGINNING BENCH MARK WAS NO. 908, CHIS$LED SQUARE
IN TOP SOUTHWEST CORNER OF OONCRETE PORCH, 6 FEET WEST OF MAIN ENTRANCE TO 17300 WEST VALLEY
B.E.
BOTTOM ELEVATION
HIGHWAY, ELEVATION = 27.50
- BUILDING LINE
BENCH MARKS SET FOR SITE USE ARE AS FOLLOWS:
B.M.
BENCH MARK
BENCH MARK NO. 1
TOP NORTHEAST BASE BOLT ON RR CROSSING WARNING LIGHT STANDARD LOCATED ON THE NORTH SIDE OF
•
CATCH BASIN
SOUTHWEST 43RD STREET ON THE EAST SIDE OF THE MOST EASTERLY TRACK, ELEVATION = 30.77
-
CENTERLINE OF
BENCH MARK NO. 2
RIGHT-OF-WAY
TOP CENTER BOLT ON HYDRANT NO. SW147, 280 FEET EAST OF THE MOST EASTERLY RR TRACK AND ON THE
NORTH SIDE OF SOUTHWEST 43RD STREET, ELEVATION = 25.48
C.C.
CONCRETE CURB
3
C.D.
CONCRETE DRIVE
BENCH MARK NO.
TOP CHISELED SQUARE IN THE NORTHWEST CORNER OF MOST WESTERLY OF 2 ELECTRICAL VAULTS ON THE
NORTH SIDE OF SOUTHWEST 43RD STREET, HALF WAY BETWEEN RR TRACKS AND QAKESDALE AVENUE SOUTHWEST,
C.G.
CONCRETE GUTTER
ELEVATION = 22.42
CI
CAST IRON PIPE
BENCH MARK NO. 4
TOP CENTER BOLT ON HYDRANT NO. SW125 ON THE NORTH SIDE OF SOUTHWEST 43RD STREET, 300 FEET WEST
C.M.P.
CORRUGATED METAL PIPE
OF OAKESDALE AVENUE SOUTHWEST, ELEVATION = 23.92
C.P.
CONCRETE PIPE
BENCH MARK NO. 5
TOP OF CHISESQUARE IN NORTHWEST CORNER OF CONCRETE PAD FOR ELECTRICAL TRANSFORMER ON THE
LED
C.S.
CONCRETE SLAB,
EAST SIDE OF OAKESDALE AVENUE SCUT vEST, 150 FEET NORTH OF SOUTHWEST 43RD STREET, ELEVATION =
STEPS OR SURFACE
20.81 _
C.W.
CONCRETE WALK
BENCH MARK NO. 6
(AS APPLICABLE)
TOP OF CHI SET SQUARE IN NORTHWEST CORNER OF CONCRETE PAD FOR ELECTRICAL TRANSFORMER AT THE
C.W.
CONCRETE WALL
SOUTHEAST CORNER OF 41ST STREET AND QAKESDALE, ELEVATION = 18.84
DI
DUCTILE IRON
BOUNDARIES:
THE TY LINE AND EASEMENTS SHOWN ON THIS SURVEY ARE BASED ON AND TAKEN FROM "A.L.T.A.
SURVEY PREPARED FOR BERKLEY STRUCTURES" DATED JUNE 1986, BY E.S.M., UNDER THEIR JOB NO. 239-05-
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BOUNDARY LINE ROW OF 36"' POPLAR
(SEE NOTE ABOVE)
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.IOB NO
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LEGAL DESCRIPTION
THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER AND THAT PORTION
OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 36,
TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY,
WASHINGTON, LYING EASTERLY OF THE FOLLOWING DESCRIBED "LINE A":
BEGINNING AT THE NORTHEAST CORNER OF THE HENRY ADAMS DONATION
LAND CLAIM; THENCE EAST ALONG THE CENTERLINE OF A COUNTY ROAD
(SOUTH 180) A DISTANCE OF 114 FEET TO THE TRUE POINT OF BEGINNING
OF THIS DESCRIBED LINE; THENCE NORTH 674.78 FEET; THENCE
NORTHERLY ON A STRAIGHT LINE PARALLEL TO THE EAST LINE OF
NORTHERN PACIFIC RAILWAY COMPANY RIGHT-OF-WAY TO THE NORTH LINE
OF SAID SECTION 36 AND THE TERMINUS OF SAID "LINE A";
EXCEPT_ THAT PORTION THEREOF LYING WITHIN THE NORTH 330 FEET OF
SAID SECTION 36;
ALSO EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF
SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING
COUNTY, WASHINGTON; THENCE NORTH 87°31'36" EAST, 1340.95 FEET;
THENCE SOUTH 01047'23" WEST, 330.03 FEET, THENCE SOUTH
87031'36 WEST, 260.0 FEET TO THE TRUE POINT OF BEGINNING; THENCE
SOUTH 87031'36" WEST, 460.0 FEET; THENCE SOUTH 02028'24" EAST,
197.0 FEET; THENCE NORTH 87031'36" EAST, 460.0 FEET; THENCE NORTH
02028'24" WEST, 197.0 FEET TO THE TRUE POINT OF BEGINNING.
ALSO EXCEPT THAT PORTION THEREOF CONDEMNED IN KING COUNTY
SUPERIOR COURT NO. 32912 FOR DRAINAGE DITCH NO. 1;
ALSO EXCEPT THE SOUTH 30 FEET CONVEYED TO KING COUNTY FOR COUNTY
ROAD;
ALSO EXCEPT THAT PORTION CONVEYED FOR WIDENING OF SOUTHWEST 43RD
STREET BY DEEDS RECORDED UNDER FILE NOS. 5895689 AND 8012180496;
ALSO EXCEPT THAT PORTION CONDEMNED FOR WIDENING OF SOUTHWEST 43RD
STREET IN KING COUNTY SUPERIOR COURT CAUSE NO. 81-2-08117-7;
ALSO EXCEPT THAT PORTION OF THE NORTHWEST QUARTER OF THE
NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST,
W.M., KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT WHICH BEARS EAST 784.19 FEET AND NORTH 30
FEET FORM THE NORTHEAST CORNER OF H. ADAMS DONATION CLAIM IN
SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., (THE BEARING
OF THE CENTERLINE OF THE COUNTY ROAD BEING EAST AND WEST), AND
RUNNING THENCE NORTH, 409.46 FEET TO THE CENTERLINE OF A DITCH;
THENCE SOUTH 66003' WEST ALONG SAID DITCH CENTERLINE,
249.69 FEET; THENCE SOUTH, 308.10 FEET TO THE NORTH MARGIN OF THE
ROAD; THENCE EAST ALONG SAID NORTH MARGIN, 228.19 FEET TO THE
PLACE OF BEGINNING.
SCALE IW FEOT
TOGETHER WITH AN EASEMENT FOR ROADWAY OVER A STRIP OF LAND 80
FEET WIDE IN THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF
SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING
COUNTY, WASHINGTON LYING NORTH OF SOUTHWEST 43RD STREET AND SOUTH
OF THE NORTH LINE OF SAID SECTION, THE EAST LINE OF SAID 80 FOOT
STRIP BEING THE ABOVE DESCRIBED "LINE A."
ALSO TOGETHER WITH
THE NORTH 330 FEET OF THE FOLLOWING DESCRIBED THREE (3) PARCELS,
TO -WIT:
1. THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST
QUARTER OF SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M.,
IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON THE CENTERLINE OF SPRING BROOK
SLOUGH, 530.25 FEET NORTH OF AND 1000.27 FEET EAST OF THE
NORTHEAST CORNER OF HENRY ADAM'S DONATION CLAIM; RUNNING
THENCE NORTH 3049 EAST 807.91 FEET, MORE OR LESS, TO THE
NORTH LINE OF SAID SUBDIVISION; THENCE NORTH 89 ° 24' 30" WEST
ALONG SAID NORTH LINE 252.9 FEET, MORE OR LESS, TO A POINT
WHICH WOULD LIE 881.37 FEET WEST OF THE NORTHEAST CORNER OF
SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER; THENCE SOUTH
3040' WEST 923.69 FEET TO THE CENTER LINE OF SAID SLOUGH;
THENCE ALONG SAID CENTERLINE OF THE SLOUGH NORTH
64032'10" EAST 184.71 FEET; THENCE NORTH 73°26' EAST 70 FEET;
THENCE NORTH 63010' EAST 30.52 FEET TO THE POINT OF
BEGINNING; EXCEPT PORTION THEREOF CONVEYED BY CHAS. F. ALBIN
TO JOHN W I NSTON BY DEED DATED MAY 1, 1901, RECORDED MAY 27,
1910, UNDER AUDITOR'S FILE NO. 685634, RECORDS OF KING
COUNTY.
2. THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST
QUARTER OF SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M.,
IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON THE CENTERLINE OF SPRING BROOK
SLOUGH, 1000.27 FEET EAST AND 530.25 FEET NORTH OF THE
NORTHEAST CORNER OF HENRY ADAMS DONATION CLAIM; RUNNING
THENCE NORTH 3049' EAST 807.91 FEET, MORE OR LESS, TO THE
NORTH LINE OF SAID SUBDIVISION; THENCE ALONG THE SAID NORTH
LINE SOUTH 89024'30" EAST 628.47 FEET TO THE EAST LINE OF
SAID SUBDIVISION; THENCE ALONG SAID EAST LINE SOUTH
0013'30" EAST 290 FEET TO THE CENTERLINE OF SAID SLOUGH;
THENCE ALONG THE CENTERLINE OF SAID SLOUGH, SOUTH 21034' WEST
301.2 FEET; THENCE SOUTH 56 °44' 30" WEST 246.38 FEET; THENCE
SOUTH 75038' WEST 370.3 FEET TO THE POINT OF BEGINNING.
3. THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST
QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF
SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN RENTON,
KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
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/ICINITY MAP
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BEGINNING AT THE NORTHEAST CORNER OF THE HENRY ADAMS DONATION
LAND CLAIM; THENCE EAST ALONG THE CENTERLINE OF SOUTH 180TH
STREET (FORMERLY A COUNTY ROAD) 114 FEET, THENCE NORTH
674.78 FEET TO THE TRUE POINT OF BEGINNING OF THIS
DESCRIPTION; THENCE NORTHERLY ON A STRAIGHT LINE PARALLEL TO
THE EAST LINE OF NORTHERN PACIFIC RAILWAY COMPANY RIGHT OF
WAY, TO THE NORTH LINE OF SAID SECTION; THENCE EASTERLY ALONG
THE NORTH LINE OF SAID SECTION TO A POINT THEREON WHICH IS
881.37 FEET WEST OF THE NORTHEAST CORNER OF THE NORTHWEST
QUARTER OF THE NORTHEAST QUARTER THEREOF, THENCE SOUTH
3040'00" WEST, 730.69 FEET; THENCE NORTH 84134'00" WEST
649.70 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNING.
ALSO TOGETHER WITH
THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF
SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING
COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
STARTING AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF
SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., THENCE
NORTH 87031'36" EAST 1340.95 FEET; THENCE SOUTH 1 °47'23" WEST
330.03 FEET; THENCE SOUTH 87031'36" WEST 260.0 FEET TO THE TRUE
POINT OF BEGINNING; THENCE SOUTH 87°31'36" WEST 460.0 FEET;
THENCE SOUTH 2028'24" EAST 197.0 FEET; THENCE
NORTH 87 ° 31 ' 36 " EAST 460.0 FEET; THENCE NORTH 2 ° 28' 24" WEST 197.0
FEET TO THE TRUE POINT OF BEGINNING.
ALSO TOGETHER WITH
THE SOUTH 15 FEET OF THE WEST 1341.56 FEET OF THE SOUTHWEST
QUARTER OF THE SOUTHEAST QUARTER, AND THE SOUTH 15 FEET OF THE
EAST 196.64 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHWEST
QUARTER, ALL IN SECTION 25, TOWNSHIP 23 NORTH, RANGE 4 EAST,
W.M., KING COUNTY, WASHINGTONl.
GENERAL NARRATIVE
1. APPROXIMATELY 198,700 CUBIC YARDS OF CONSTRUCTION FILL WILL
BE IMPORTED TO THE SITE. SOURCE OF FILL MATERIAL FROM
SEATTLE AND MERCER ISLAND.
2. HOURS OF OPERATION WILL BE AS FOLLOWS:
WEEKDAYS - 7:00 AM TO 3:30 PM
6:00 PM TO 2:30 AM
SATURDAYS - 7:00 AM TO 12:00 PM
SUNDAYS - NO OPERATION ALLOWED
3. THE SITE WILL BE FILLED COMPLETELY PRIOR TO PROPOSED BUILDING
CONSTRUCTION.
4. ROUTES FOR MATERIAL IMPORT IS DOWNTOWN I-5 TO 405, EXIT ON
WEST VALLEY THEN ON 43RD TO SITE AND I-90 TO 405 TO SR 167 TO
43RD EXIT, 43RD TO PROPERTY.
5. MEASURES TO CONTROL DUST:
APPLICATION OF WATER BY TRUCK.
MEASURES TO CONTROL MUD:
CONSTRUCTION ENTRANCE OF QUARRY SPALLS AND STREET
CLEANING AS REQUIREDI.
MEASURES TO CONTROL NOISE;:
RESTRICTED TIMES OF OPERATION.
MEASURES TO CONTROL OTHER NOXIOUS CHARACTERISTICS:
AS REQUIRED BY GOVERNING AGENCIES.
6. FILL MATERIALS WILL BE AS APPROVED BY A SOILS ENGINEER AND
PLACED ACCORDING TO HIS SPECIFICATIONS.
7. ESTIMATED TIME OF COMPLE`1'ION: ONE YEAR
8. 11,000 CUBIC YARDS OF SURCHARGE MATERIAL WILL BE RE -USED AT
EACH BUILDING PAD AS CONSTRUCTION PHASE PROCEEDS.
VICINITY MAP
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Soo 400 o boo I (000 Z400
SCALE IIJ FEET
EROSION/SEDIMENTATION CONTROL
1. PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION
FACILITIES TO INSURE SEDIMENT LADEN WATER DOES NOT ENTER THE
NATURAL DRAINAGE SYSTEM. THE SYSTEM MUST BE IN OPERATION
PRIOR TO CLEARING OR OTHER CONSTRUCTION AND BE MAINTAINED
UNTIL GRADING IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION
HAS PASSED. THE SILTATION CONTROL SYSTEMS DEPICTED ON THE
PLAN ARE SUCH AS TO MEET MINIMUM REQUIREMENTS. AS GRADING
PROGRESSES AND UNEXPECTED (SEASONAL) CONDITIONS DICTATE, MORE
SILTATION CONTROL FACILITIES MAY BE REQUIRED TO INSURZ
COMPLETE SILTATION CONTROL. THEREFORE, DURING THE GRADING
OPERATION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF
THE DEVELOPER TO ADDRESS ANY NEW CONDITIONS THAT MAY BE
CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL
FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE
NEEDED TO PROTECT ADJACENT PROPERTIES.
2. ALL DISTURBED AREAS SHALL BE SEEDED OR STABILIZED BY OTHER
SURFACE WATER MANAGEMENT METHODS FOR THE PREVENTION OF ON -
SITE EROSION AFTER THE COMPLETION OF GRADING OR WITHIN SIXTY
DAYS OF ESTABLISHMENT OF DESIGN GRADES.
3. ROCK CONSTRUCTION ENTRANCES SHALL BE 20 FEET WIDE BY 50 FEET
LONG BY 12 INCHES THICK MAT OF QUARRY SPALLS.
4. INSTALL SILT FENCE ALONG CREEK (AS SHOWN ON PLAN) AND AS
REQUIRED TO PROTECT NATURAL DRAINAGE COURSES AND ADJACENT
PROPERTY FROM SILT LADEN WATER DURING GRADING OPERATION.
REHABILITATION
1. TOPSOIL TO BE USED IN FINAL DEVELOPMENT WILL BE STOCKPILED ON
THE SITE IN MOUNDS WITH NO STEEPER THAN 2:1 SIDE SLOPES AND
PLANTED WITH EROSION RESISTANT GRASS.
2. UPON COMPLETION OF GRADING TO CONTOURS SHOWN ON THE PLAN,
DISTURBED AREAS WILL BE SEEDED WITH EROSION RESISTANT
GRASSES.
3. PRIOR TO ANY GRADING THE EROSION CONTROL WILL BE THE FIRST
CONSTRUCTION ADDRESSED.
4. WORK IS EXPECTED TO CONTINUE FOR APPROXIMATELY TWO YEARS.
MAINTENANCE OF THE AREA WILL CONTINUE TO INSURE THAT DRAINAGE
FROM THE SITE REMAINS CLEAN.
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