HomeMy WebLinkAboutP_Preliminary_Civil_Site_Plan_221026_v1RIGHT OF WAYDEDICATIONRIGHT OF WAYDEDICATIONPRELIMINARY1 INCH = 20 FEET (22"x34")GRAPHIC SCALE402001 INCH = 40 FEET (11"x17")PRELIMINARY SITE PLAN DESCRIPTIONREVISION DATE BY
CONTACT:
SHEET TITLE:
CLIENT:REV.WMRTSDESIGNER:ENGINEER:DRAWN:DATE:REVISED:PROJECT:DWG NAME:SHEETOFPhone: 253-857-5454 ~ Fax: 253-509-0044 ~ info@contourpllc.com
Mailing Address: P.O. Box 949, Gig Harbor, WA 98335
Physical Address: 4706 97th Street NW, Suite 100, Gig Harbor, WA 98332
CIVIL ENGINEERS ~ SURVEYORS ~ LAND PLANNERS
TEKIN & ASSOCIATES, LLC
2600 DALLAS PARKWAY, SUITE 370
FRISCO, TEXAS 75034
MICHELLE WOODWARD PHONE:(469) 458-0485 BENSON AND PETROVITSKY REDEVELOPMENTA PORTION OF SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.,CITY OF RENTON, KING COUNTY, WASHINGTONJ. RAUSCHB. ALLENJ. RAUSCH2923N05E2022.10.2519-04519-045-CC114CALL 811 AT LEAST 48HOURS BEFORE YOU DIGVERIFICATION NOTEALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BEIDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANYCONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTSWITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEERIMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED.PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTINGTOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IFTHERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTIONACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANYCONFLICTS ARE IDENTIFIED.GENERAL SITE INFORMATIONSITE ADDRESS:17,426 BENSON DRIVE S, RENTON, WA 98005PARCEL#:2923059110, 2923059095, 2923059017ON-SITE PROJECT AREA: 73,002 SF (1.68 ACRES)TOTAL NEW+REPLACED IMPERVIOUS AREA:47,705 SF (1.10 ACRES)TA ACQUISITIONS LLC2600 N DALLAS PARKWAY, SUITE 370FRISCO, TEXAS 75034OWNER/APPLICANTJOHN GRAVES ARCHITECTS & PLANNERS3110 RUSTON WAY, SUITE DTACOMA, WA 98402PHONE: 253-272-4214ARCHITECTCONTOUR ENGINEERING LLC4706 97TH ST NW, SUITE 100GIG HARBOR, WA 98332PHONE: (253) 857-5454CIVIL ENGINEERPROPOSED 7-114,178SFPROPOSEDCHASE BANK2,860 SFDIESEL/GASOLINE TANKSFUEL PUMPSPROPOSED ATM7.5'PLANTER8.0' SIDEWALK1.5%2.0' TO ROW0.5' CURBEXISTING ROW
CENTERLINE 54.0' PUBLIC RIGHT OF WAY45' EXISTING PUBLIC RIGHT OF WAY33.0'±33.0'±21.0'CBENSON CROSS SECTIONNOT TO SCALEAC1CC111.0' ACCELERATIONLANE5.5'PLANTER12.0' SIDEWALK1.5%2.0' TO ROW0.5' CURBEXISTING ROW
CENTERLINE
EXISTING 42.0' PUBLIC RIGHT OF WAY28.0'±33.0'±9.0'APETROVITSKY CROSS SECTIONNOT TO SCALE11.0' RIGHTTURN LANE2.0'EXISTING CURBTO BE REMOVED19.5' ROW DEDICATION VARIESPROPOSED
ROW LINE
EXISTING ROW
EXISTING ROW
EXISTING ROW
EXISTING CURBTO BE REMOVED17.5' ROW DEDICATION2.0'MATCH EXISTINGPAVEMENT SECTIONEXISTING 42.0' PUBLIC RIGHT OF WAYEXISTING ROW
EXISTING ROW
APPROXIMATE PAVEMENT
CENTER LINE ±2'
APPROXIMATE PAVEMENT
CENTER LINE ±2'MATCH EXISTINGPAVEMENT SECTIONLANE LINESAWCUT LINELANE LINESAWCUT LINE5.5 ±2.5 ±62.5' PROPOSED PUBLIC RIGHT OF WAY75' ± PROPOSED PAVEMENT WIDTH72' ± PROPOSED PAVEMENT WIDTH61.5' PROPOSED PUBLIC RIGHT OF WAY2.5'PLANTER0.5'PLANTER8.0'PLANTER12.0' SIDEWALK1.5%2.0' TO ROW0.5' CURBEXISTING ROW
CENTERLINE
EXISTING 42.0' PUBLIC RIGHT OF WAY28.0'±33.0'±9.0'BPETROVITSKY CROSS SECTIONNOT TO SCALE9.0' RIGHTTURN LANE2.0'EXISTING CURBTO BE REMOVED 31.5' ROW DEDICATION VARIESPROPOSED
ROW LINE
EXISTING ROWMATCH EXISTINGPAVEMENT SECTIONEXISTING 30.0' PUBLIC RIGHT OF WAYEXISTING ROW
APPROXIMATE PAVEMENT
CENTER LINE ±2'LANE LINESAWCUT LINE2.5 ±72' ± PROPOSED PAVEMENT WIDTH61.5' PROPOSED PUBLIC RIGHT OF WAYBC1AC12.0' RIGHTTURN LANE