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HomeMy WebLinkAboutTED4003435.11A 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. co T I SLOPE/SIDEWALK EASEMENT 7107270563--\ SINGLE FAMILY RESIDENCE APN 106150-0860 Lai Q z U H rr U W 7 O U W _m m z w 0 SINGLE FAMILY z w O RESIDENCE L` APN 092305-9011 0 zo w21 r o 0 0 N w Ln w z N r H 0 co a SINGLE FAMILY RESIDENCE w APN 092305-9250 z w �L 0 0 0 J Q r" SINGLE FAMILY RESIDENCE APN 297230-0060 AVOID CUTTING UNDERGROUND UTILITY LINES. IT'S COSTLY. Call before you Dig 1-800-424-5555 UNDERGROUND SERVICE (USA) 6' SOLID TC 428.00 EL 427.50 TC 430.94 EL 430.44 SINGLE FAMILY RESIDENCE APN 106150-0740 FENCE 6' SOLID V 111E�� PHONE CABLE TC 427.65 RISER EL 427.15 TC 427.65 EL 427.15 �'T427.6 El_ .44 LT POLI EXTRUDED CONCRETE CURB TC 429.90 EL 429.40 TC 427.65 TC 423.00 EL 426.00 EL 422.50 TELEPHONE CABLE - 10' WIDE EASEMENT FENC/\N88* 48' 04.25N/ 5 7slzzaosas W - W I 5% TC 427.12 TC 426.50 EL 426.60 EL 426.00 PXL POL SINGLE FAMILY RESIDENCE SINGLE FAMILY RESIDENCE APN 106150-0730 APN 106150-0720 PHONE CABLE RISER 6' SOLID WOOD F NCE PITY LINE W W W W e CB e BUILDING FIN FLR. 422.50 EL 422.50 LJ ed e. 1: 48 d ASPHALT CONCRETE C47 EL 419.84 PAVING SECTION TC 422.25 TC 418.31 11 EL 420.00 EL 417.81 CBa S88° 48' 04.26"E 405.25' EL 422.25 ' BUILDING FIN FLR. 420.00 SINGLE FAMILY RESIDENCE APN 106150-0710 10' X 20' EASEMENT 9306250362 W TC 429.16 / TC 427.96 EL 428.66 EL 427.46 6' SOLID WOOD FENCE SINGLE FAMILY RESIDENCE - APN 297230-0050 NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. 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 REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555 EL 422.50 TC 419.30 TC 418.90 TC 417.90 EL 419.05 EL 418.40 EL 417.90 TC 421.20 EL 420.70 EL 420.00 TC 418.80 EL 418.80 4 G 1:48 1:20 e... t ° d d WATER METER e , a d, .1;20 e..° de. e -y.- 162:1 a �SID WALK 5 °FI: I E = EL 419.80 © G� d. C-7 6 TC 4 1.00 a d EL:41<3.:8� e II WH EL ST P, (TY .) EL 4 0.50 I ck=:� W W W W TC 419.10 I W W W W _ EL 418.60W TC 4 .90 TC 427.26 CB W EL 41 .40 EL 426.76 I TC 423.00 TC 422.21 ® CB EL 422.50 EL 421.71 TC 422.00 I EL 421.50 TC 416.86 I EL 413.36 O I OO ® CB I EX. LT EX. LT POLE EX. L POLE I I I POLE TW V7.97 __________EL 418.47 TC 416.50 427.27 �TW426=�19 NCRETE RETAINING WALL �427.C77 - - _ _ - _ - _ _ = CB -_ EL 417.00TC EL 426.77 EL 425.69 TW T�4241� END RET. WALL BEGIN CURB EL 425.47 EL 421.64 TW 423.39 TW 422.52 TW 421.15 88'48 4.26E 405.2 EL 420.59 EL 420.02 EL 418.65 -- - -- --- 6' SOLID WOOD FENCE CHAINLINK FENCE 6' SOLID SINGLE FAMILY RESIDENCE - APN 297230-0040 SINGLE FAMILY RESIDENCE - APN 297230-0030 WOOD FENCE 6' SOLID SINGLE FAMILY RESIDENCE - APN 297230-0020 WOOD FENCE SINGLE FAMILY RESIDENCE - APN 297230-0010 PROPOSED STORM, SEE STORM DRAINAGE PLAN AND PROFILE CITY OF RENTON Approved by: Date: Approved by: Date: Approved by: Date: Approved by: Date: 8" SEWER STUB EXIST. SSMH #274 ' STA. 1 +46.13, 22.43' LT RIM=416.Of IE=408.Ot ABBREVIATIONS TC = TOP OF CURB EL = SPOT ELEVATION TW = TOP OF WALL GENERAL NOTE 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. 3. ALL STREET EXCAVATION AND RESTORATION IS REQUIRED TO COMPLY WITH THE CITY OF RENTON'S TRENCH RESTORATION AND OVERLAY REQUIREMENTS. 8 FINAL MYLARS SJD 7 23 09 JAW SURVEYED: RT TRIAD ASSOCIATES SCALE. SHOWN VERTICAL NAVD lsas HORIZONTAL: NAD 1983/1991 DATU M 7 AS-BUILTS SJD 5/ 27 09 JAW DESIGNED: JAW 6 STORM REDESIGN 06/04/08 5 MYLARS 02/11/08 DRAWN: HR ONE INCH 1-4 REVISIONS AND COMMENTS 11/07-1/08 CHECKED: JAW AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATETAPP R PROVED: C o I I + i SINGLE FAMILY I RESIDENCE I I I I bi N I I N I ^00 I I I (1 EX. F.H. I I I cB I I - EX_ 10"W- I I SAWCUT A CLEAN VERTICAL I I I INTERFACE. REMOVE EXISTING PAVEMENT SECTION AND 7 REPLACE PER DETAIL 1,C-7 I I I NE 10TH ST. _ I W I W I I I I I I o � N ID + I W � I W = I I z^ � IJ Q I: z +OI z I I I I I z N 3 0 I L I i I I I I I I 0 I � ( I I I _N I I R-3435 12 . CITY OF RENTON Planning/Building/Public Works Dept, STATIONING BY BASELINE SINGLE FAMILY RESIDENCE \\\\m \\\\\\\\\\\ 1 i BENCHMARK B.M. - S.E. COR. 12' WIDE CONC, 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 SINGLE FAMILY RESIDENCE COMMERCIAL DRIVEWAY 2 C-9 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. 4 ' 1 �a �Al, ? L v JERRY A. WALDRON, 363958 DATE RENTON BIBLE CHURCH 973 UNION AVE PAVING PLAN CITY OF RENTON W-343501 A wA Off' w�xf lr 36958 ��GISTFIT- �s`SIONAL 05/24/09 FIELDBOOK: PAGE: DRAWING NO: C-5 SHEET: OF: 5 14