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PROJECT CONTACT LIST:
CML ENQINEER
DAVID EVANS AND ASSOCIATES, INC.
14432 SE EASTGATE WAY, SUITE 400
BELLEWE WA, 98007
CIVIL ENGINEER: ANGELA CHUNG, PE, LEED-AP
425-519-6504
LANDSCAPE ARCHIEGT
DAVID EVANS AND ASSOCIATES, INC.
14432 SE EASTGATE WAY, SUITE 400
BELLEWE WA, 98007
LANDSCAPE ARCHITECT: JON GAGE, LA
425-519-6592
ARCHITECT
BUFFALO DESIGN GROUP
1520 FOURTH AVENUE
SEATTLE WA, 99101
CONTACT: LOUISE WACKERMAN, LEED-AP
206-467-6306
SURVEYOR
DAVID EVANS AND ASSOCIATES, INC.
14432 SE EASTGATE WAY, SUITE 400
BELLEVUE WA, 98007
SURVEYOR: ADAM A. LAPLANT
425-519-6500
OWNER/DEVELOPER
KING COUNTY
DEPT. OF EXECUTIVE SERVICES
FACILITIES MANAGEMENT DIVISION
CAPITOL PLANNING AND DEVELOPMENT
500 4TH AVENUE
SEATTLE WA, 98104
CONTACT: JOE NICKER
206-477-9370
PROPERTY INFORMATION:
ADDRESS
900 OAKESDALE AVE SW
RENTON, WA 98057
PARCEL* THE SITE IS NOT LOCATED IN AN
9188000146 AQUIFER PROTECTION ZONE
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SE 1/4 ,SECTION 26, TOWNSHIP 23N, RANGE 4 E, W.M.
CIVIL COVER SHEET
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COMMERCIAL OFFICE (CO)
BUILDING SETBACK: 20'
PROJECT AREAS
PARCEL AREA: 214,079 SQUARE FEET (4.91 ACRES)
DISTURBED AREA: 17,879 SQUARE FEET (0.41 ACRES)
GROSS IMPERVIOUS AREA: 12,514 SQUARE FEET (0.29 ACRES)
NET NEW IMPERVIOUS AREA: 128 SQUARE FEET (0.003 ACRES)
MAX ALLOWED BUILDING COVERAGE PER ZONING: 65% (139,151 SQUARE FEET)
UTILITY PROVIDERS:
WASTEWATER.
CITY OF RENTON
CABLE
COMCAST
ELECTRICITY/GAS
PUGET SOUND ENERGY
WATER.
CITY OF RENTON
TELEPHONE:
CENTURYLINK
CONDITIONS OF APPROVAL
VICINITY MAP
NOT TO SCALE
FOUND 1/2" ROD AND CAP-=-
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PARKING STALL
EASEMENT AS
PER
RED. NO.
9006280973
FROM 12/28/2017 CONDITIONAL USE, SITE PLAN AND STREET MODIFICATION FINAL DECISION.
1. A DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED AT THE TIME OF BUILDING PERMIT
APPLICATION FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER.
2. A FINAL TREE RETENTION PLAN SHALL BE SUBMITTED AT THE TIME OF BUILDING PERMIT
APPLICATION FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER.
3. A REVISED SITE PLAN SHALL BE SUBMITTED AT THE TIME OF BUILDING PERMIT REVIEW
SHOWING THE REQUIRED REFUSE AND RECYCLABLE DEPOSIT AREAS.
4. THE APPLICANT SHALL PROVIDE ELEVATION INFORMATION AT THE TIME OF BUILDING PERMIT
APPLICATION DEMONSTRATING THAT THE NEW ADDITION WOULD BE OUTSIDE THE 100 YEAR
FLOOD ELEVATION. THIS INFORMATION SHALL BE REVIEWED BY THE CURRENT PLANNING
PROJECT MANAGER.
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GEOTECH NOTES
THE PROJECT GEOTECHNICAL ENGINEER OF RECORD OR HIS REPRESENTATIVE MUST BE ONSITE DURING CRITICAL EARTHWORK
OPERATIONS. THE GEOTECHNICAL ENGINEER SHALL OBSERVE ALL EXCAVATIONS AND FILL AREAS. IN ADDITION, THE ENGINEER
SHALL INSPECT THE SOIL CUTS PRIOR TO CONSTRUCTION OF THE ROCKERIES AND INSPECT THE COMPACTION IN FILL AREAS.
THE ENGINEER MUST SUBMIT FIELD REPORTS IN WRITING TO THE PCD INSPECTOR FOR SOILS VERIFICATION AND FOUNDATION
CONSTRUCTION. ALL EARTHWORK SHOULD BE IN CONFORMANCE WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT.
THE GEOTECHNICAL ENGINEER MUST BE PRESENT AT THE PRE -CONSTRUCTION MEETING. IN ADDITION, THE FOLLOWING
CONSTRUCTION STAGES MUST BE INSPECTED, MONITORED, AND TESTED AS NECESSARY BY THE GEOTECHNICAL ENGINEER OF
RECORD:
1. SITE CLEARING AND STRIPPING OF ORGANIC TOPSOIL FOR ALL AREAS TO RECEIVE STRUCTURAL FILL, PAVEMENTS, OR
FOUNDATIONS.
2. CUT SLOPES OVER FOUR FEET HIGH.
3. BENCHING FOR FILL TO BE PLACED ON SLOPES.
4. INSPECTION OF PROPOSED IMPORT FILL MATERIAL, PRIOR TO PLACEMENT.
5. PLACEMENT OF STRUCTURAL FILL, INCLUDING OBSERVATION OF PROPER MOISTURE CONTENT, LIFT THICKNESS, AND MINIMUM
COMPACTION.
6. SUBGRADES FOR RETAINING WALLS, FOUNDATIONS, AND FOR THE BASE OF ROCKERIES.
7. INSTALLATION OF SUBSURFACE DRAINAGE FACILITIES.
8. UTILITY TRENCH BEDDING AND BACKFILL, INCLUDING OBSERVATION OF PROPER MOISTURE CONTENT, LIFT THICKNESS, AND
MINIMUM COMPACTION.
9. UTILITIES ON STEEP SLOPES; SLOPE ANCHORS AND/OR BACKFILL SLOPE STABILIZATION.
10. ANY UNUSUAL SEEPAGE, SLOPE, OR SUBGRADE CONDITION AS DELINEATED IN THE GEOTECHNICAL REPORT OR DISCOVERED
IN THE FIELD.
AT THE END OF THE CONSTRUCTION, THE GEOTECHNICAL ENGINEER SHALL SUBMIT A FINAL SUMMARY LETTER VERIFYING THAT
CRITICAL STAGES OF THE CONSTRUCTION HAVE BEEN INSPECTED AND ARE IN CONFORMANCE WITH GEOTECHNICAL REPORT.
KING COUNTY-FMD FACILITIES
900 OAK ALE AVE SW 98055
3 STORY BUILDING
9188000146
PSP&L EASEMENT FOR ELECTRIC TRANSMISSION
AND/OR CISTRIBUTON SYSTEM REC. NO. 8906280460
OVER A PORTON OF LOT 2. CITY OF RENTON LOT LINE
ADJUSTMENT NO, 001-88. RED. N0. 8809179004
AS CONSTRUCTED. OR TO BE CONSTRUCTED.
EXTENDED OR RELOCATED.
REVISION
9188000090
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AND SEWER AS PER REC. NO, 901206f027
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SURVEYED: AALA
DESIGNED: GXLE
DAWN` SGR
CHECKED: AGG
BY DATE APPR APPROVED:
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SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
DRAWING INDEX
SHEET #
SHEET TITLE
C1.0
CIVIL COVER SHEET
SV1.0
TOPOGRAPHIC SURVEY
C2.0
HORIZONTAL CONTROL PLAN
C3.0
CIVIL SITE PLAN
C4.0
DEMOLITION PLAN
C5.0
TEMPORARY EROSION AND SEDIMENT CONTROL PLAN
C5.1
EROSION CONTROL NOTES
C5.2
EROSION CONTROL DETAILS-1
C5.3
EROSION CONTROL DETAILS -II
C5.4
EROSION CONTROL DETAILS -III
C6.0
GRADING AND PAVING PLAN
C7.0
UTILITY AND DRAINAGE PLAN
C7.1
DRAINAGE PROFILE
C7.2
DRAINAGE PROFILE
C7.3
DRAINAGE NOTES AND DETAILS
C8.0
CITY OF RENTON DETAILS I
C8.1
CITY OF RENTON DETAILS II
L1.0
LANDSCAPE PLAN
L1.1
IRRIGATION PLAN
L1.2
LANDSCAPE DETAILS
L1.3
IRRIGATION DETAILS
TR1.0
TREE INVENTORY- RETENTION PLAN
0 CITY OF
RENTON
Planning/Building/Public Works Dept
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SURFACE WATER UTILITY APPROVED J
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AFIS LAB REPLACEMENT FIELDBOOK:
® O PAGE: O
DAVID EVANS
DRAWING N0: U
ANDASSOCIATES INC.
14432 SE Eastgate Way, Suite 400 CIVIL COVER SHEET c1.0z
Bellevue Washington 98007 SHEET: 2 OF: 135 Y
Phone: 425.519.6500
R-399401