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HomeMy WebLinkAboutWWP2703621.69A PORTION OF SEC 13114 & 247 TWP 23 N, RGE 5 E, WM, KING CO, WA w : J 0 z U 0 w ry U U) 0 MW W t � t I f 1 � S.S.M.H. H 1-OR TYPE 1-48" 0 i IJ r- I STA. w N: 176727.06 176727.28 E: 1323092.34 1323092.23 I 312+03.03, 0.11 RT 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- z 3: 1 5' OF SEPARATION BETWEEN 15' PROPOSED SANITARY I O to o o 0 8 0 SANITARY SEWER AND 4 0 SEWER EASEMENT M O � STORM DRAINAGE LINE (CITY OF RENTON) \ N LIBERTY HIGH SCHOOL z Q N PROPERTY BOUNDARY Y C9 w 310+00 311+00 312 0 a I I I 1 C i EDGE OF PAVEMENT FUTURE S.S.M.H. i 314+00 s—T s — W = 1 Z SD SD SD SD SD SD SD SD 1 OO+Z l� J W — — — — — — — — — — — — — — — — — — _ — — — — — _ _ — — — — FUTURE 8"0 S.S. GRAVITY LINE W 44 " o a °. '\ n J \— PROPOSED CURB SEE LIBERTY 1 4" PROPOSED STOR DRA GE � M I NA LINE. SEE LIBERTY HIGH SCHOOL HIGH SCHOOL PERFORMING ART PERFORMING ART CENTER CIVIL CENTER CIVIL PLANS PLANS (TYP) j LIBERTY HIGH SCHOOL I� ►� r E 475 N O 01n 470 M � . to Lv = 465 Z In -J LEI Li UCn 460 Q 455 450 445 L_ 309+20 EXISTING GROUND � GRADING IMPROVEMENTS PER LIBERTY ® ROAD HIGH SCHOOL PERFORMING ARTS CENTER — ...C&I If W N-S-TR UeTI0N-P L,4N.S _ 309+60 WARNING: THE UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1-800-424-5555. 2' MINIMUM MINIMUM 4" 0 STORM CLEARANCE DRAINAGE ELEVATION 310+00 310+40 ®CONSUL ING ENGINEERS 34 0 8th Avenue S. Suite 205 DI L L C Federal Way. WA 98003 MXP01 WAY (253) 838-8„3 www.esmcivii.com MRETT (425) 297-9900 Civil Engineering Land Surveying Land Planning Public Works ( Project Management I Landscape Architecture ESM JOB #1352-020-011 go"; 31 1 +20 S.S.M.H. #H1 -09, TYPE 1 -48" RIM = -469. E)E3 - 469.60 461.64 I.E. OUT = 461.65, 8"0 461.50 311+60 312+00 475 470 465 460 455 450 445 PARKING LOT IMPROVEMENTS ARE SHOWN ON THE LIBERTY HIGH SCHOOL PERFORMING ARTS CENTER CIVIL CONSTRUCTION PLANS, EXCEPT WHERE NOTED. n SCALE: 1"=20' HORIZ. 1 "=5' VERT. CONTOUR INTERVAL = 2' 20 10 0 20 40 NOTES: 1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. FOR TRENCH SECTION AND PAVEMENT RESTORATION SEE ROADWAY RESTORATION SHEET DT-01. 3. FINAL RIM ELEVATIONS SHALL MATCH RESTORED PAVEMENT GRADES. 4. MILLER GLIDELOC FALL PROTECTION SYSTEM SHALL BE USED AS FALL RESTRAINT DEVICE UNLESS OTHERWISE APPROVED BY THE CITY. w Ln UJ Q 0 BRIARWOOD Q 08 ELEMENTARY CIO SCHOOL SE 136TH ST r LLI?_1 TY HIGH SCHOOL SE 144TH ST MAYWOOD MIDDLE SCHOOL AS -BUILT CERTIFICATION: I HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE THAT THE INFORMATION SHOWN HEREON REFLECTS THE "AS -CONSTRUCTED CONDITIONS." THIS CERTIFICATION IS BASED UPON WORK PREPARED IN ACCORDANCE WITH GENERALLY "-�CCEP ED PROFESSIONAL ENGINEERING AND/OR SURVEYI ;�G PAAC CE. JON HAN D. KAR E / L.S. NO. 41959 D E. 1 KEY MAP NOT TO SCALE S=362 141 CHECKED FOR COMPLIANCE TO CITY STANDARDS Kra 0 FIRST SUBM T AL �!. � F/123/13, SURVEYED: SCALE:8HORIZONT�NAD D11988 983/1991 .► CHERITAGE PLAT SANITARY SEWER EXTENSION DATE://1 SECOND SUBMMAL ESM DESIGNED: 1 =20 i� D T Y 0 �1PHASE 1 (LIBERTY HIGH SCHOOL) IELDBOOK: 2 SANITARY SEWER REVISIONS ESM _L RE\T0\PAGE: p�T �y �p��•'DRAWN:3 AS —WILT SUBMITCAL DCL I ONE INCH DATUM DRAWING NO: CHECKED: � AT FULL SCALE Planning/Building/Public works Dept PLAN AND PROFILE SS-06 L E NO, REVISION BY DATE APPR IVM� IF NOT INCH APPROVED: SCALE ACCCOO INCH SHEET: OF: 10 18 m by �m N Y m e� m�� �C O� r� `J �l m Cn 7