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HomeMy WebLinkAboutTED4003435.10Cc D 0 0 SINGLE FAMILY RESIDENCE APN 106150-0860 6' Sol in wnn SINGLE FAMILY RESIDENCE APN 092305-9011 8 0 SINGLE FAMILY RESIDENCE APN 092305-9250 z 0 0 SINGLE FAMILY RESIDENCE APN 297230-0060 AVOID CUTTING UNDERGROUND UTILITY LINES. rr's cosTLY. Call before you Dig 1-800-424-5555 UNDERGROUND SERVICE (USA) 2' -4' HIG� ROCKERY A PORTION OF THE SE 1/4 OF THE NE 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. KING COUNTY, RENTON, WA. SINGLE FAMILY RESIDENCE SINGLE FAMILY RESIDENCE APN 106150-0740 APN 106150-0730 TELEPHONE CABLE 10 MDE EASEMENT 6 1 DLID W099 FENCE N88* 48' 04, "W 5,26' 761228MB9 E w .11 RESIDENCE CE 40 FENCE N88 . �4 _J04W 11 '42'-4'14CH I I SINGLE FAMILY RESIDENCE APN 106150-0720 SLOPE/SIDEWALK EASEMENT 7107270563 SINGLE FAMILY RESIDENCE APN 106150-0710 10' X 20' EASEMENT 9306250362 II ASSUMED '7 S.S. CONN. S GAS METER -­'� 1 BUILDING FIN FLR. 422.50 BUILDING A FINIFLR. 420.00 N LJ zjT[d - m i Mir A N C, Z_ I Z_ Ij SINGLE FAMILY RESIDENCE APN 297230- 0050 NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. N 0 LY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO 10 REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN _ITI S HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES 0 . NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555 Approved by: Approved by: Approved by: Approved by: X >( 6' SOLID WOOD FENCE SINGLE FAMILY RESIDENCE APN 297230-0040 CITY OF RENTON Date: Date:. Date: Data. CHAINLINK FENCE SINGLE FAMILY RESIDENCE APN 297230-0030 SINGLE FAMILY RESIDENCE APN 297230-0020 w 01- 0 + 6' SOLID WOOD FENCE SINGLE FAMILY RESIDENCE APN 297230-- 0010 / 8" SEWER STUB-----/ // EXIST. SSMH #274----/ U) STA. 1+46.13, 22,43' LT ;i w RIM=416.0± LnN IE=408.0± vi V) x w a- o x w 0 0 + w CO) w w > 0 z VE + 0 0 + 0 15 30 60 SINGLE FAMILY SCALE 1 =30' RESIDENCE LEGEND NE 10TH ST PROPERTY LINE HI ■ CATCH BASIN SFWFR 0 SEWER MANHOLE WATER FIRE HYDRANT SINGLE FAMILY RESIDENCE ,mil WATER VALVE WATER METER TYPE 2 MANHOLE MAJOR CONTOUR BUILDING OUTLINE SINGLE FAMILY EXISTING FENCE RESIDENCE 4"G EXISTING GAS EXISTING STORM EXISTING WATER EXISTING OVERHEAD ELECTRIC EXISTING TELEPHONE EXISTING POWER POLE P.P. RETAINING WALL ,101 j:*jk'4j0-[*j;jjTj An . 1[*IITL SITE ADDRESS. 973 UNION AVE NE, RENTON WA PARCEL NUMBERS: 0923059163 & 0923059209 SIZE: 1.86 ACRES WATER: CITY OF RENTON SEWER: SEWER OF RENTON R-34351 1 m 70 1 QD m m z goo z SITE m '77 E 1 OTH ST 405 m ci 00 4 z z 0 cf) m m E 1 O�t_ STE m C) z cn >< m m m z NE 4TH ST SE 28TH ST m ------ - VICINITY MAP NTS SHEET INDEX SHEET NO, TITLE COVER SHEET 9 - ----- - _- _ -- TOPOGRAPHY & BOUNDARY (BY TRIAD ASSOCIATES) -------- -------- _ - - ----- ------ 5 PAVING PLAN IF I CTnPKA nPAwAc,,F PI AKI A1\Ir) PPOFII F PAVING AND STORM DRAINAGE NOTES AND DETAILS 8 STORM DRAINAGE NOTES AND DETAILS 9 STORM DRAINAGE NOTES AND DETAILS 10 SEWER AND WATER PLAN AND PROFILE (A -LINE) 11 SEWER AND WATER PLAN AND PROFILE (B-LINE) 12 SEWER AND WATER NOTES AND DETAILS 13 SEWER AND WATER NOTES AND DETAILS 14 SEWER AND WATER NOTES AND DETAILS W_ Wkf= MATRIL Mum 1. SURVEY DONE BY TRIAD ASSOCIATES (206) 454-0711. BASELINE ENGINEERING, INC. HAS PERFORMED NO SURVEY WORK FOR THIS PROJECT AND ASSUMES NO RESPONSIBILITY FOR THE SURVEY INFORMATION CONTAINED HEREON. 2, THIS ENGINEERING DRAWING IS BASED UPON A SITE PLAN PREPARED BY J. PATRICK MITCHELL ARCHITECTS, (425) 821-6090, AND IS FOR GRADING AND DRAINAGE ONLY. FOR CONSTRUCTION OF SIDEWALKS, EXTRUDED CURBING, AND CURB STOPS, RAMPS, AND OTHER ARCHITECTURAL FEATURES, SEE THE ARCHITECT'S FULLY DIMENSIONED SITE PLAN, BENCHMARK B.M. - S.E. COR. 12' WIDE CONIC, PORCH RENTON BIBLE CHURCH W. SIDE UNION AVE. @ N.E. 10TH ST, ELEV.: 419.62 B.M. - S.W. COR. 10' WIDE CONC, DRIVEWAY OF HOUSE #4100 NE 10TH ST. (HOUSE AT THE N.E. COR, OF UNION AVE N.E. AND NE 10TH ST.) ELEV. 417.19 VERTICAL DATUM U.S.C, & G.S. MERIDIAN: BRENTWOOD DIV. 2 LEGAL DESCRIPTION THE NORTH 200 FEET OF THE EAST 435 FEET OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.; SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD, AS -BUILT CERTIFICATION: I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE & WATER SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY BASELINE ENGINEERING, INC. -71Z 110i A. WALDRON, 36958 DATE LVY94111 *11910'#1111" A. w 0 7, 4h, 36958 S) *-ISTF, SSICINA 8 FINAL MYLARS SJD 7/23/09 JAW SURVEYED: SCALE; TRIAD ASSOCIATES VERTICAL; NAVID 1988 HORIZONTAL: NAD 1983/1991 RENTON BIBLE CHURCH 05/24/09 7 AS-BUILTS SJD 5/27/09 JAW SHOWN CI TY OF FIELDBOOK: tR DESIGNED; 6 STORM REDESIGN 06/04/08 JAW 973 UNION AVE DRAWN; RENTON PAGE: 5 MYLARS 02/11/08 HR DRAWING NO: ONE INCH DATUM 1-4 REVISIONS AND COMMENTS 11/07-1/08 CHECKED: AT F F Pla FULL SCALE nning/Building/Public Works Dept. COVER SHEET C-- I JAW IF NOT ONE INCH NO, REVISION BY DATE APPIR APPROVED: SCALE ACCORDING SHEET: ­OF� - ----- 1 14 _�--1 IT]