Loading...
HomeMy WebLinkAboutS-362185W zz U W 0 D: a c N O Z W I— w W W U_ rr F_ 0 J O O U _ a 0 U) 10' LL Z O Q Z N Z O U 2' 0 W O m Q W w rn W c- > 0 N r. T T HOUSE #16202 1 FIRST FLOOR ELEV.= 481.96 cl 1 Oa � � c i 901 +00 162ND AVE SE POINT NO. 134 CASED MONUMENT N: 177624.10 E: 1321176.50 SEE SITE SURVEY CONTROL PLAN SHEET KEY —SV f 1 HOUSE #16203 1 FIRST FLOOR ELEV.= 475.18 HOUSE #16210 FIRST FLOOR ELEV.= 485.59 CITY OF RENTON EXISTING FLOWLINE HOUSE #16211 FIRST FLOOR ELEV.= 482.50 SE 137TH PL (LIBERTY LANE) - CITY OF RENTON ® 1811 sm CONSULTING ENO1NEEHS LLC WARNING: Sk9C.S0IW210 I ®I ICI FeOe,al Wq. WA 88803 `v�v SN -<tt3 THE UTILITY LOCATIONS SHOWN weiing I civ',I.com Mooning PuEli. "ftrlt. 9 I ProatuMUn"��t I LaM3m�0e�A <M1Tecluro ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011 c— Ri HOUSE #16218 FIRST FLOOR ELEV.= 485.43 c- CITY OF RENTON R�11 HOUSE #16219 FIRST FLOOR ELEV.= 483.31 HOUSE #16226 FIRST FLOOR ELEV.= 485.23 NOTE: S.E. 137TH PL. IS A CITY OF RENTON STREET ALL TRENCH RESTORATION SHALL BE PER CITY OF RENTON CURRENT TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER SECTION 7.1.D (REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS) IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3') OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAY 50' R/W REPLACE EXISTING CURB /GUTTER, — SIDEWALK AND 10' PEDESTRIAN PATH FOLLOWING CONSTRUCTION PER CITY OF RENTON STANDARDS RE- ESTABLISH MONUMENT - - FOLLOWING PAVING. \1 SAW CUT LINE - -� - I /- - -- -_` HOUSE #16227 FIRST FLOOR ELEV.= 483.69 SE 137TH PL (LIBERTY LANE) - CITY OF RENTON G CENTER OF CUL —DE —SAC POINT NO. 128 CASED MONUMENT N: 177606.48 E: 1321701.28 SEE SITE SURVEY CONTROL PLAN SHEET KEY —SV LIBERTY HIGH SHCOOL - PRIVATE o lcxm: 10_2. an -- ONE ,NUN WECKEEt>: pT NLL NE A� IF Npi (ME BiCX N0, REVISION BY DATE APPR $6N£AC00P01NC1 5- 361625 vEanrsi x+w is NOKfLONfpt. CITY OF RENTON DATUM Planning/Building/Public Works Dept. \ \og\ Z O Q Z Z U a � O {lam J v O 3 w m \ W N SCALE: 1 " =20' HOR17 1 " -5' VERT. CONTOUR INTERVAL = 1' 20 10 0 20 40 n NOTES: 1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. PRIOR TO TRENCHING ALL HARD SURFACES (PAVEMENT, CONCRETE, DRIVEWAYS ETC.) ARE TO BE SAWCUT FULL DEPTH. 3. PROPERTY CORNERS, RIGHT -OF -WAY MARKERS, SURVEY MONUMENTS AND FENCES THAT MAY BE REQUIRED TO BE REMOVED OR DISTURBED BY CONSTRUCTION SHALL BE FIRST LOCATED AND REFERENCED BY A SURVEY AND RESTORED IN THEIR ORIGINAL CONDITION AND LOCATION AFTER CONSTRUCTION IS COMPLETED BY A LICENSED PROFESSIONAL SURVEYOR. IF MONUMENTS NEED TO BE RAISED TO NEW GRADE, SAID RAISING SHALL BE IN ACCORDANCE WITH 2007 KING COUNTY STANDARD DETAILS 5 -019 AND 5 -020. LEGEND PROPOSED PAVEMENT RECONSTRUCTION AREA. ACTUAL LIMITS OF RECONSTRUCTION TO BE DETERMINED BASED ON SITE CONDITIONS, IP FILTER FABRIC INLET PROTECTION. CHECKED FOR COMPLIANCE TO CITY STANDARDS ISSAQUAH SCHOOL DISTRICT SANITARY SEWER EXTENSION - P2 ROADWAY RESTORATION PLAN 1'3 -36(6 d--5 1/12 PPCE Iwpwwc xa. RD -01