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HomeMy WebLinkAboutTED4003447.15, TWP. 23N, RGE. 5E, W.M., KING COUNTY, WA w Q z U w 0 o- n A.C. PAVING GRB Sk71L GRA13E ,'.. ', TR::: ` -ram '( CAR TRAFFIC 3" J LANIIN6 'OARSE ASPHALT 2" WEARING COARSE ASPHALT CONCRETE (AC), CLASS 'B', CONCRETE (AC), CLASS 'B', OVER 6" CRUSHED ROCK BASE, OVER 6" CRUSHED ROCK BASE, OVER COMPACTED SUBGRADE OVER COMPACTED SUBGRADE NOTE: SUBGRADE SHALL BE COMPACTED TO 95% OF MAXIMUM DRY DENSITY AS DEFINED BY ASTM: D-1557. 1 ON -SITE A.C. PAVING C1.1 SCALE: N.T.S. CARL'S JR - HILLCREST SQUARE =s 49+00 20 PROPERTY INFO PARCEL NO: 1523059071 LEGAL DESCRIPTION LOT A OF RENTON LOT LINE ADJUSTMENT LUA-05-031, PER RECORDING NO. 20050719900009, LOCATED IN THE NW 1/4 OF SECTION 15, RANGE 23N, TOWNSHIP 5E, GRAPHIC SCALE W.M., KING COUNTY, WA. 0 10 20 aD 80 HORIZONTAL DATUM N00'57'28"E, ALONG THE WEST LINE NW 1/4 OF SECTION 15-23-5 BETWEEN CITY OF ( IN FEET) RENTON CONTROL POINTS #1503 & #478. 1 inch = 20 ft. VERTICAL DATUM 1/8" COPPER PIN IN CASED CONC. MON INTERSECTION OF NE 4TH ST. & UNION AVE. SE, CITY CONTROL POINT #1503. ELEV= 401.02 (NAVD88). CONTRACTOR SHALL tNTERSLC- ON FIELD VERIFY VS. EX. UTILITY RIM STA 50+00.00 (NE 4TH ST.) = ELEVATIONS. STA 0+00.00 (DUVALL AVE. NE) N 1810001.98, E 1313334.84 EX. C01%'.E07WA7 ] — — T— — — — —1- — �J N88°03'10"W;' 117.6�� � NEW CONC. WALK PLANTER ' ; do ADA RAMPS a°. I" ...._ '- ARCH. PLANS -- NEW CON. a EX. ICUR �.. CUR PER ............. NEW A.C. PAVING I� /i o . ................. c Y ARCH. PLANS ,...., ,r.�,,.. l N* ./ 7..... ............ .. 1 r o EX. A C. PAVING EX. l wl N 00 M CD CD PROJECT DATA SITE AREA: 22,340 SF (0.51 AC) EARTHWORK QUANTITIES: SITE STRIPPING = 95 CY SUBGRADE CUT = 203 CY SUBGRADE FILL = 57 CY IMPERVIOUS AREA: 17,994 SF (0.41 AC) GOVERNING AGENCIES GRADING, DRAINAGE, WATER, SEWER CITY OF RENTON 1055 SOUTH GRADY WAY RENTON, WA 98055 CONTACT: ARNETA HENNINGER PHONE (425) 430-7298 REFER TO ARCHITECTURAL PLANS FOR SITE HORIZONTAL CONTROL AND ON -SITE SURFACE DETAILS (I.E. CURBS, WALKWAYS, STRIPING, SIGNAGE, ETC.) w w Q J � J Z j N NE 4TH ST. o w SITE � Ln w Q a = Z o z VICINITY MAP SCALE: N.T.S. PROJECT TEAM CIVIL ENGINEER TERRAFORMA DESIGN GROUP, INC. 5212 37TH AVENUE SW SEATTLE, WA 98126 CONTACT: PEDRO DEGUZMAN. PE PHONE: (206) 923-0590 EMAIL: pedro®terraformadesigngroup.com DEVELOPER CARL KARCHER ENTERPRISES, INC. 401 WEST CARL KARCHER WAY ANAHEIM, CA 92801 PHONE: (714) 254-4813 ARCHITECT STANTEC CONSULTING, INC. 4020 LAKE WASHINGTON BLVD. #305 KIRKLAND, WA 98033 CONTACT: JAY HOYT PHONE: (425) 896-5959 C1.1 PAVING PLAN & HORIZONTAL CONTROL C1.2 EROSION CONTROL PLAN C1.3 GRADING & DRAINAGE PLAN C1.4 WATER & SEWER PLAN C1.5 COMPOSITE UTILITY PLAN C1.6 CIVIL NOTES LEGEND EXISTING PROPOSED A.C. PAVING CONCRETE ----- -- CONC. BLOCK WALL - - -- PROPERTY LINE R.O.W. CENTERLINE EASEMENT NOTE THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE' THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. EXISTING GRADE INFORMATION IS APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY EXISTING GRADES AND NOTIFY ENGINEER OF ANY DISCREPANCIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO CONFIRM EXISTING UTILITY AND GRADE INFORMATION. • ' .M►•.•. •�. CALL 48 HOURS BEFORE YOU DIG •71D 1-800-424-5555 I RL%4CITY PERMIT #IS B080059 / U080012 SURVEYED: A^ _I SCALE: P/11J VERTICAL: NAVD 1988 DESIGNED: PAD � I p = 201 HORIZONTAL: NAD 1983/1991 CITY OF 4 14 08 PAD RENTON 3 24 OS PAD DRAwN: PAD ONE INCH DATUM 2/8/081 PAD CHECKED: �� AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH DATE APPR APPROVED: SCALE ACCORDINGLY - DATE: CARL'S J R- H I LLCREST SQUARE 1 /15/08 for FIELDBOOK: CARL KARCHER ENTERPRISES, INC. PAGE DRAWING N0: 4525 NE 4th Street, Renton, WA 98059 C1.1 PAVING PLAN & HORIZONTAL CONTROL SHEET: OF: C QB' �- 3g47DI