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HomeMy WebLinkAboutLUA 87-097 - Large Format
R= 291.64
R= 217.00° As 18° 13° 26"
A= 18° 06" 16" Le 92.76° L= 68.57’
R= 275.00°
/ Az 38° 26" 2!” nloo: 55° 34"E | Ls 184.49
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LEGAL DESCRIPTION .
LOTS |, 242743 OF ONE VALLEY PLACE, AS RECORDED IN VOL. 125, PAGE 40 OF PLATS, RECORDS OF KiNG COUNTY, WASH.
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Depth of Baste gcc es
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sa mesertal Bors
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DETAIL “A”
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3” CRUSHED SURFACING -1 174 MINUS
GRAVEL BASE CLASS “B” AS REQUIRED
EXISTING NATIVE SOIL
TYPICAL PARKING LOT SECTION
WTS,
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VICINITY MAP
GENERAL NOTES
ALL WORK AND MATERIAL SHALL CONFORM TO THE "STANDARD: AND
SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION",
WASHINGTON STATE CHAPTER, APWA, LATEST EDITION, AND THE STANDARD
AND SPECIFICATIONS OF THE CITY OF RENTON, DEPARTMENT OF PUBLIC
WORKS.
CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UTILITIES THAT MAY BE
AFFECTED BY THIS WORK AND SHALL NOTIFY APPROPRIATE UTILITY
COMPANIES TO FIELD LOCATE THEIR FACILITIES BEFORE CONTRACTOR
STARTS ANY EXCAVATION.
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE WASHINGTON
STATE INDUSTRIAL SAFETY AND HEALTH ACT ( WISHA ).
INSPECTION WILL BE PERFORMED BY A REPRESENTATIVE OF THE CITY OF
RENTON. IT SHALL BE THE CONTRACTOR RESPONSIBILITY TO NOTIFY THE
CITY IN ADVANCE, A MINIMUM OF 48 HOURS, FOR INSPECTION.
ALL R/D FACILITIES WILL BE INSTALLED AND IN OPERATION PRIOR TO OR
IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS THAT
ACTIViTY EXChEDS THE CAPACITY AND INiENT Of THE EROSION
SEDIMENTATION CONTROL FACILITIES OR UNLESS OTHERWISE APPROVED BY
THE CITY OF RENTON, DEPARTMENT OF PUBLIC WORKS.
THE SITE GRADING AND STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED
ACCORDING TO PLANS WHICH ARE ON FILE IN THE CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PLANS
WILL REQUIRE APPROVAL BY THE CITY ENGINEER OR HIS AGENT.
ALL PIPES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION
ACCORDING TO WASHINGTON STATE SPEC. 7-20.3(1). THIS SHALL INCLUDE
. NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF
REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE
LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE
UNYLELDING BASE. IF THE NATIVE MATERIAL MEETS THE REQUIREMENTS
FOR "GRAVEL BACKFILL FOR THE PIPE BEDDING" THE FIRST LIFT OF PIPE
BEDDING MAY BE OMITTED PROVIDED THE MATERIAL IN THE BOTTOM OF THE
TRENCH IS LOOSENED, REGRADED AND COMPACTED TO FORM A DENSE
UNYIELDING BASE. FILL MATERIAL PLACE ABOVE PIPE SHALL BE
COMPACTED TO 95 PERCENT DRY DENSITY.
ALL DISTURBED AREAS SHALL BE SEEDED AND STABILIZED TO PREVENT
ONSITE EROSION AFTER THE COMPLETION OF CONSTRUCTION,
ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR
TO CLEARING “AND SATISFACTORILY MAINTAINED UNTIL CONSTRUCTIONS ARE
COMPLETED AND POTENTIAL ONSITE EROSION HAS PASSED.
VALLEY MEDICAL CENTER
— |
TEMPORARY PARKING LOT :
"Te Foun ENGINEERS DESIGNED 7 _| pare slik (BZ ____| FILE NO
3 201 Southwest 41st Street « aight Washington 98055 ERAWN : = | SCALE five Fo FIELD BOCK PAGE
* (206) 251-9000 PLHECKEL an adetenl
APPROVED sHeeT—-Z oF
SA-097-87
v R= 291.64" nN | R= 2/7.00° A= 18° 13' 26" / B= 18° 06" 16" L= 92.76"
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SCALES $= 40°
LEGAL DESCRIPTION
LOTS |, 24243 OF ONE VALLEY PLACE,
AS RECORDED IN VOL. 125, PAGE 40
OF PLATS, RECORDS OF KiNG COUNTY, WASH.
FLOODLIGHT TO SERVE TEMPORARY
PARKING 2 LIGHTS MOUNTED ON
EXISTING LIGHT STANDARDS
{ TYPICAL OF ©)
Depth of Through Joint
Extruded Cement Concrete _Curb
DETAIL “A”
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L~ Re se pee cen = \
ASU = IN 5
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3” CRUSHED SURFACING -1 174 MINUS
See eae, GRAVEL BASE CLASS “B” AS REQUIRED
EXISTING NATIVE SOIL
TYPICAL PARKING LOT SECTION
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SCALE: "23"
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¢ (206) 251-9000
VICINITY MAP
GENERAL NOTES
ALL WORK AND MATERIAL SHALL CONFORM TO THE "STANDARD AND
SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION",
WASHINGTON STATE CHAPTER, APWA, LATEST EDITION, AND THE STANDARD
AND SPECIFICATIONS OF THE CITY OF RENTON, DEPARTMENT OF PUBLIC
WORKS.
CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UTILITIES THAT MAY BE
AFFECTED BY THIS WORK AND SHALL NOTIFY APPROPRIATE UTILITY
COMPANIES TO FIELD LOCATE THEIR FACILITIES BEFORE CONTRACTOR
STARTS ANY EXCAVATION.
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE WASHINGTON
STATE INDUSTRIAL SAFETY AND HEALTH ACT ( WISHA ).
INSPECTION WILL BE PERFORMED BY A REPRESENTATIVE OF THE CITY OF
RENTON. IT SHALL BE THE CONTRACTOR RESPONSIBILITY TO NOTIFY THE
CITY IN ADVANCE, A MINIMUM OF 48 HOURS, FOR INSPECTION,
ALL R/D FACILITIES WILL BE INSTALLED AND IN OPERATION PRIOR TO OR
IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS THAT
ACTIVITY EXCEEDS THE CAPACITY AND INTENT OF THE EROSION
SEDIMENTATION CONTROL FACILITIES OR UNLESS OTHERWISE APPROVED BY
THE CITY OF RENTON, DEPARTMENT OF PUBLIC WORKS.
THE SITE GRADING AND STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED
ACCORDING TO PLANS WHICH ARE ON FILE IN THE CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PLANS
WILL REQUIRE APPROVAL BY THE CITY ENGINEER OR HIS AGENT.
ALL PIPES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION
ACCORDING TO WASHINGTON STATE SPEC. 7-20.3(1). THIS SHALL INCLUDE
NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF
REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE
LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE
UNYLELDING BASE. IF THE NATIVE MATERIAL MEETS THE REQUIREMENTS
FOR "GRAVEL BACKFILL FOR THE PIPE BEDDING" THE FIRST LIFT OF PIPE
BEDDING MAY BE OMITTED PROVIDED THE MATERIAL IN THE BOTTOM OF THE
TRENCH IS LOOSENED, REGRADED AND COMPACTED TO FORM A DENSE
UNYIELDING BASE. FILL MATERIAL PLACE ABOVE PIPE SHALL BE
COMPACTED TO 95 PERCENT DRY DENSITY.
ALL DISTURBED AREAS SHALL BE SEEDED AND STABILIZED TO PREVENT
ONSITE EROSION AFTER THE COMPLETION OF CONSTRUCTION.
ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR
TO CLEARING “AND SATISFACTORILY MAINTAINED UNTIL CONSTRUCTIONS ARE
COMPLETED AND POTENTIAL ONSITE EROSION HAS PASSED.
VEER IT
OCT 23 1087
BUILDwG/ZONING OTe a a
VALLEY MEDICAL CENTER
TEMPORARY PARKING LOT
“IB rouma ENGINEERS | nesisneo 47 J] pare ny “87
FILE NO
DRAWN O27 “Sc __|
201 Southwest 41st Street * Renton. Washington 98055 SCALE Va £m
CHECKED 77 FIELD: BOOK —.— PAGE —__)
APPROVED SHEET ra OF Z
es
SA-097-97