HomeMy WebLinkAboutEX_04_P_Site_Plan_190319_v110' BUILDING
SETBACK
EXISTING
WETLAND
BOUNDARY
COVERED
LUMBER
SALES
NEW DRIVEWAY APPROACH
NEW DRIVEWAY
APPROACH
T
EAST VALLEY ROADEAST VALLEY ROADSW 27TH ST56.25' WETLAND
BUFFER
PROPOSED
BUILDING
26'
26'
26'
18'26'
R25'
R25'
9'
7'(TYP)
(TYP)
(TYP)
(TYP)
(TYP)
9'(TYP)
(TYP)
PARCEL
BOUNDARY LINE
LUMBER
RACKS
PARCEL BOUNDARY
LINE
S89° 45' 25"E
406.80'
S89° 39' 04"E
167.06'S1° 49' 52"W108.04'S89° 39' 04"E
452.25'S1° 49' 52"W658.54'S89° 45' 25"E
361.01'S1° 49' 52"W658.54'S89° 45' 25"E
321.19'S9° 28' 54"E628.23'MATCH
EXISTING
MATCH
EXISTING
10'
BUILDING
SETBACK
15'
BUILDING
SETBACK
EXISTING BUILDING
TO BE REMOVED
EXISTING BUILDING
TO BE REMOVED
EXISTING BUILDING
TO BE REMOVED
R4.5'
PEDESTRIAN
WALKING PATH
ROOF
OVERHANG
8'
10'
3'
8'
6'
MATCH
EXISTING
NEW DRIVEWAY
APPROACH
NEW DRIVEWAY
APPROACH
10' LANDSCAPE
BUFFER
LEGEND
EXISTING PROPOSED
TAX PARCEL NUMBER:
PROJECT ADDRESS:
ZONING:
JURISDICTION:
PARCEL ACREAGE:
3023059099
2980 EAST VALLEY RD
RENTON, WA 98057
CA
CITY OF RENTON
80,199 S.F.
LEGAL DESCRIPTION
BASIS OF BEARING
VERTICAL DATUM
PROJECT INFORMATION
IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET
IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT
SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR
ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND AHBL ASSUMES NO
RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE
REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT,
CHAPTER 49.17 RCW.
THE LOCATIONS OF EXISTING UNDERGROUND
UTILITIES ARE APPROXIMATE ONLY AND HAVE
NOT BEEN INDEPENDENTLY VERIFIED BY THE
OWNER OR ITS REPRESENTATIVE. THE
CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES BEFORE
COMMENCING WORK AND AGREES TO BE FULLY
RESPONSIBLE FOR ANY AND ALL DAMAGES THAT
HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO
LOCATE EXACTLY AND PRESERVE ANY AND ALL
UNDERGROUND UTILITIES. AHBL ASSUMES NO
LIABILITY FOR THE LOCATION OF UNDERGROUND
UTILITIES.
FILL MATERIAL SHALL NOT CONTAIN PETROLEUM
PRODUCTS, OR SUBSTANCES WHICH ARE
HAZARDOUS, DANGEROUS, TOXIC, OR WHICH
OTHERWISE VIOLATE ANY STATE, FEDERAL, OR
LOCAL LAW, ORDINANCE, CODE, REGULATION,
RULE, ORDER, OR STANDARD.
UTILITY NOTE
FILL SPECIFICATION
TRENCH NOTE
THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS
HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY
OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL CANNOT
ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF
THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN
INCORPORATED INTO THESE DRAWINGS AS A RESULT.
TOPOGRAPHIC NOTE
N GRAPHIC SCALE
0 40 80
1" = 40 FEET
20
ARCHITECT:
SURVEYOR:
AHBL
2215 N 30TH ST
TACOMA, WA 98403
PHONE: 253.383.2422
CONTACT: DEAN ROBINSON, PLS
RONHOVDE ARCHITECTS LLC
14900 INTERURBAN AVE S, SUITE 138
TUKWILA, WA 98168
CONTACT: LES SEIFERT
PHONE: 206.859.5500
EMAIL: les@ronhovdearchitects.com
OWNER/APPLICANT:
COMPTON LUMBER CO
3847 1ST AVE S
SEATTLE WA 98134
GEOTECHNICAL ENGINEER:
TERRA ASSOCIATES, INC.
1220 113TH AVENUE NE, STE. 130
KIRKLAND, WA 98034
PHONE: 425.821.7777
CONTACT: TED SCHEPPER
EMAIL: TSCHEPPER@TERRA-ASSOCIATES.COM
3023059091
2990 EAST VALLEY RD
RENTON, WA 98057
CA
CITY OF RENTON
18,042 S.F.
3023059098
2960 EAST VALLEY RD
RENTON, WA 98055
CA
CITY OF RENTON
88,299 S.F.
3023059096
2940 EAST VALLEY RD
RENTON, WA 98057
CA
CITY OF RENTON
68,220 S.F.
PER FIRST AMERICAN TITLE COMPANY
ORDER NO. NCS-827513-WA1 DATED DECEMBER 8, 2016
PARCEL A:
THE NORTH 200 FEET OF THAT PORTION OF THE NORTH HALF OF THE
SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 30,
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON,
LYING WEST OF PRIMARY STATE HIGHWAY NO. 5 AS ESTABLISHED BY DEED
RECORDED UNDER RECORDING NO. 5346369;
EXCEPT THE WEST 30 FEET THEREOF CONVEYED TO THE STATE OF
WASHINGTON FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING
NO. 1079782.
PARCEL B:
THE SOUTH 230 FEET OF THE NORTH 430 FEET OF THAT PORTION OF THE
NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF
SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY,
WASHINGTON, LYING WEST OF PRIMARY STATE HIGHWAY NO. 5 AS
ESTABLISHED BY DEED RECORDED UNDER RECORDING NO. 5346369;
EXCEPT THE WEST 30 FEET THEREOF CONVEYED TO THE STATE OF
WASHINGTON FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING
NO. 1079782.
PARCEL C:
THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST
QUARTER OF SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING
COUNTY, WASHINGTON, LYING WEST OF PRIMARY STATE HIGHWAY NO. 5 AS
ESTABLISHED BY DEED RECORDED UNDER RECORDING
NO.5346369;
EXCEPT THE WEST 30 FEET THEREOF CONVEYED TO THE STATE OF
WASHINGTON FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING
NO. 1079782;
AND EXCEPT THE NORTH 430 FEET THEREOF;
AND EXCEPT THE EAST 167 FEET OF THE WEST 197 FEET OF THE SOUTH 108
FEET OF SAID NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST
QUARTER OF SAID SECTION.
PARCEL D:
THE EAST 167 FEET OF THE WEST 197 FEET OF THE SOUTH 108 FEET OF THE
NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF
SECTION 30, TOWNSHIP 23 NORTH, RANGE
5 EAST, W.M., IN KING COUNTY, WASHINGTON.
NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED
GPS OBSERVATIONS USING WSRN AND GEOID 2012A.
VERIFIED CITY OF RENTON 230
(CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE CUL DE SAC)
ELEV: 230.75
NAD 1983
WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS
OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF
MEASUREMENT ARE US SURVEY FEET.
VERIFIED CITY OF RENTON 230
(CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE CUL DE SAC)
P
T
W
W
FOUND MONUMENT AS NOTED
NAIL AND WASHER
SET REBAR AND CAP
FOUND PROPERTY CORNER
BOLLARD
MAIL BOX
SIGN AS NOTED
SOIL BORE
SANITARY SEWER CLEANOUT
SANITARY SEWER MANHOLE
STORM CLEANOUT
STORM CATCH BASIN
STORM MANHOLE
GAS VALVE
UTILITY POWER POLE
JUNCTION BOX
POWER MANHOLE
POWER METER
LUMINAIRE
COMMUNICATIONS MANHOLE
TELEPHONE RISER
TELEPHONE VAULT
BLOW OFF VALVE
FIRE HYDRANT
HOSE BIB
IRRIGATION CONTROL VALVE
WATER METER
WATER MANHOLE
POST INDICATOR VALVE
WATER VALVE
WATER VAULT
U-UNKNOWN
DECIDUOUS TREE
POWER VAULT
HB
STORM LINE
SEWER LINE
WATER LINE
GAS LINE
ELECTRICAL LINE
COMMUNICATION LINE
OVERHEAD UTILITIES
FENCE
ASPHALT
CONCRETE
WETLAND
FIRE SERVICE LINE
ROOF DRAIN LINE
SW 27TH ST
E VALLEY RDSW 23RD ST
OAKESDALE AVE SWLIND AVE SWHIGHWAY 167515
515
TALBOT RD SS 23RD ST
S 31ST ST
SITE
N
VICINITY MAP
SCALE: 1" = 1/4 MILE (1320')
AHBL, INC.
2215 NORTH 30TH STREET - SUITE 300
TACOMA, WA 98403
PHONE: 253.383.2422
CONTACT: TODD SAWIN, P.E.
EMAIL: TSAWIN@AHBL.COM
CIVIL ENGINEER:
LANDSCAPE AREA
Know what's below.
before you dig.Call
R
SOUNDVIEW CONSULTANTS LLC
2907 HARBORVIEW DRIVE, SUITE D
GIG HARBOR, WA 98335
PHONE: 253.514.8952
CONTACT: JEREMY DOWNS
EMAIL: JEREMY@SOUNDVIEWCONSULTANTS.COM
WETLAND BIOLOGIST:
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSAAANNNNNNN
COMPTON LUMBER RENTON
A-NNNNNNN
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
EXISTING PARCEL TO BE MAINTAINED
DURING CONSTRUCTION
PARKING REQUIREMENTS STALLS
GENERAL OFFICE = 10,000 SF 20
RETAIL/ WHOLESALE SALES (SHOWROOM) = 10,000 SF 25
WAREHOUSE= 30,000 SF 20
OUTDORR SALES = 31515 SF 16
TOTAL 81
PARKING PROVIDED
TOTAL 99
C0.1
1
SITE PLAN COVER
SHEET