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HomeMy WebLinkAboutTED4003435.4L0 cy) T 1 O SINGLE FAMILY RESIDENCE APN 106150-0860 LLJ Q z U w D 0 0 a U TC 428.00 11J EL 427.50 _m TC 428.75 m EL 428.25 Z SINGLE FAMILY O RESIDENCE APN 092305-9011 z LU SINGLE FAMILY RESIDENCE APN 092305-9250 0 SINGLE FAMILY RESIDENCE APN 297230-0060 AVOID CUTTING UNDERGROUND UTILITY LINES. IT'S COSTLY. Call before you D;g 1-800-424-5555 UNDERGROUND SERVICE (USA) A PORTION OF THE NE 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. KING COUNTY, RENTON, WA. f' SINGLE FAMILY RESIDENCE APN 106150-0710 TC 427.65 TC 423.00 EL 426.00 EL 422.50 SINGLE FAMILY RESIDENCE SINGLE FAMILY RESIDENCE APN 106150-0730 APN 106150-0720 N88° 48' 04.25"W 425. PHONE CABLE RISER d PROPERTY LINE -- W -- I,nj - I / a TC 427.64 EL 427.14 I �(6 17/' / TC 427.10 Z26.50 EL 426.60 / EL 426.00 / rE. T i Y ASPHALT CONCRETE PAVING SETION S88° 48' 04.26"E 405.25' NEW LT O ( I POLE 3 ' SINGLE FAMILY RESIDENCE APN 106150-0740 �- PHONE CABLE TC 427.65 RISER EL 427.15 TC 427.65 EL 427.15 BUILDING FIN FLR. 422.50 EL 422.50 a - A 1: 48 va a o. TC 422.25 EL 422.25 EL 422.50 o. TC 421.20 EL 420.70 n a BUILDING FIN FLR. 420.00 EL 419.84 TC 418.31 EL 420.00 EL 417.81 TC 419.30 TC 418.90 TC 417.90 EL 419.05 EL 418.40 EL 417.90 EL 420.00 TC 418.80 F-\ EL 418.80 W 1:" 20 a , 1�2:1 a X oXLJ EXTRUDED CONCRETE CURB TC 421.50 0 -� N N C-7 -f EL 421.00 W W W �- t / N TC 422.00 ,� W W -� W W �_ W TC 424.10 EL 421.50 aN °' TC 419.10 � 417.9 E�428.00 TC 426.25 ) EL 423.60 EL 418.60 EL 417.40 427.50 EL 425.75 TC 421.80 �- / TC 424.50 TC 423.00 / EL 421.30 EL 424.00 / EL 422.50 TC 421.80 / O / • / TC 424.65 TC 423.90 / / EL 421.30 TC 426.25 EL 424.15 TC 422.25 ' I EL 425.75 / @ EL 423.40 / / �,,� EL 421 75 U EX, LT • 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 Approved by: Approved by: Approved by: Approved by: 1:48 "20 .1._20 4. A Q 5 EL 4,19.80 C-7 IE11 Ella a= SIDEWALK o N / 6 / TC 421.00 a tL.419.8b - a 1- -WHEEL STOP, (TYP.) EL 420.50 C-7 EX. LT E L POLE TC 420.70 / TC 419.25 PO U EL 420.20 EL 418.75 --- _ 422 -- _ �'- - ---423 -422 - 421 -423 -422- -- -425 424- - - - - - S88°48 04.26E 405 25 TC 417.50 EL 417.00 SINGLE FAMILY RESIDENCE - APN 297230-0040 SINGLE FAMILY RESIDENCE - APN 297230--0030 SINGLE FAMILY RESIDENCE - APN 297230-0020 SINGLE FAMILY RESIDENCE - APN 297230-0010 PROPOSED STORM, SEE STORM DRAINAGE PLAN AND PROFILE CITY OF RENTON Date: Date: Date: Date: ABBREVIATIONS TC = TOP OF CURB EL = SPOT ELEVATION 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. 5 MYLARS 02/11/08 SURVEYED: SCALE: 4 WQ FACILITY REVISION 01/30/08 TRIAD ASSOCIATES SHOWN VERTICAL' NAVD 83/1 1988 HORIZONTAL: NAD 191 DESIGNED: 3 CITY OF RENTON COMMENTS 01/23/08 JAW 2 CITY OF RENTON COMMENTS 11/27/07 DRAWN. HR ONE INCH DATU M 1 CITY OF RENTON COMMENTS CHECKED: JAW AT FULL SCALE N0. REVISION BY DATE APPR APPROVED; F NOT ONE INCH SCALE ACCORDINGLY I O I + I I � I I 0 I 0 I N ( I I I I I I N I I I I I 0 0 CITY OF RENTON Planning/Building/Public Works Dept. SINGLE FAMILY RESIDENCE - SAWCUT A CLEAN VERTICAL INTERFACE. REMOVE EXISTING PAVEMENT SECTION AND �\ REPLACE PER DETAIL 1 NE 10TH ST. STATIONING BY BASELINE SINGLE FAMILY RESIDENCE �\\`\\\\\\\\\\\\O\\\\\\\\\\\\\\\\\\\ B.M. N 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 4"x1' ASPHALT BERM SINGLE FAMILY RESIDENCE NEW COMMERCIAL DRIVEWAY 2 C-9 - SAWCUT A CLEAN VERTICAL INTERFACE. REMOVE EXISTING PAVEMENT SECTION AND REPLACE PER DETAIL 7 C-7 RENTON BIBLE CHURCH 973 UNION AVE PAVING PLAN A WAL u1 36958 ISTEg�9 Sly' �SSIONAL E��t EXPIRES 8-10- DATE: 02/11/08 FIELDBOOK: PAGE: DRAWING NO: C-5 SHEET: OF: 14 LD C0 V 2'43=a o�