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HomeMy WebLinkAboutWWP2703616.45PID #7229700060 HOUSE #13419 FIRST FLOOR ELEV.=450.32 SAW CUT LINE 6" OUTSIDE FOG LINE PID # 7229700120 VACANT LOT A PORTION OF SEC 131 14 & 241 TWP 23 N, RGE 5 E, WM, KING CO, WA I f 1 I PID #7229700070 I HOUSE #13453 = o I FIRST FLOOR ELEV.=470.52 _ o INT. D STA. 101 +71 .63, 168TH AVE SE = STA. 506+68.44, SE 136TH ST _ I I POINT NO. 202 — CASED MONUMENT ! N: 178014.12 J III E: 1323136.66 SEE SITE SURVEY CONTROL PLAN SHEET KEY—SV ( p D D TRENCH RESTORATION PER 1? DETAIL SHEET DT-01 t(TYP.) 103+00 SAWCUT LINE (TYP.) I--- -- -- -- -- --------- -- - -- o , 0 I I I I PID #7229700105 HOUSE #16806 I FIRST FLOOR ELEV.=474.09 PID #7229700055 HOUSE # 16647 DRIVEWAY AND UTILITIES SERVICED OFF OF S.E. 134TH ST. 1 104+00 60' R/W-- i 168TH AVE SE PID 10 HOU�72297001 E #13442 FIRST FLOOR ELEV.=466.70 v 0 0 + 0 -I G SEE SHEET RD-03 i 1 I 1 1 PID #7229700065 HOUSE #13435 FIRST FLOOR ELEV.=467.26 D 1 D co ®LO O A AMA 105+00 O —�— + () m EDGE OF PAVEMENT W Z_ �LLJ J 60 '�• FU- PID #7229700270 HOUSE #16646 FIRST FLOOR ELEV.=465.05 PID #7229700120 VACANT LOT EDGE OF PAVEMENT I PID #7229700265 VACANT LOT S=361657 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. 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 2O07 KING COUNTY STANDARD DETAILS 5-019 AND 5-020. � BRIARWOOD ELEMENTARY SCHOOL c o� = 0 B 00 SE 136TH1 ST SE 137T�H PL I LIBERTY HIGH Q SCHOOL rn SE 144TH ST ((�� MAYWOOD MIDDLE SCHOOL nn KEY MAP NOT TO SCALE LEGEND C PROPOSED PAVEMENT RECONSTRUCTION AREA. ACTUAL LIMITS OF RECONSTRUCTION TO BE DETERMINED BASED ON SITE CONDITIONS. EVE, FILTER FABRIC INLET PROTECTION. PEA GRAVEL FILL SAND BAGS PER KING COUNTY STANDARDS CHECKED FOR COMPLIANCE TO CITY STANDARDS VL of CONSULTING ENGINEERS L L C 0 FIRST SUBMITTAL ESM 11/22/11 SURVEYED: SCALE: VERTICAL: NAVD 1988 DATE: I WARNING. 181 S333rdStreet "_ ' HORIZONTAL: NAD 1983/1991 CITY OF ISSAQUAH SCHOOL DISTRICT 01/05 20t, ®� � I � I 1 SECOND SUBMITTAL ESM 12 23 11 1 20 �� Bldg C, Suite 210 DESIGNED FIELDSOOK: Federal Way, WA98003 2 MYLAR SUBMITTAL ESM 01/11/12 R E T� N ROAD RESTORATION PLAN FEDERAL WAY (253) 838-6113 www.esmcivil.com EVERETT (425� 297-9900 DRAWN: THE UTILITY LOCATIONS SHOWN ELLENSBURG (509) 962-2608 , 75 3 ASSUILT SUBMITTAL ESM 01 /05/15 DCL,/�R ONE INCH .dl PLAN AND PROFILE : 168TH AVE. S.E. DRAWING NO: Civil Engineering Land Surveying Land Planning �Q L� DATU M ARE APPROXIMATE ONLY. DEPTH Public Works I Project Management I Landscape Architecture STER_dev CHECKED AT FULL SCALE Planning/Building/Public Works Dept. STA. 105+60.00 TO STA 108+80.00 RD-02 < S� •L C NOT ONE INCH w UNKNOWN. CALL 1-800-424-5555. ESM JOB1655-001-01 1 p .� �'JO. REVISION B DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: 1. 12 OF: 14 J Ui D '- CZC = C G c z 9 = W C � D1. -m L r Nz m m m cn m O D I D m O oID C D O °� �m ,a - D 'z m= m D m N� z z m D i 1 � I _CIO: bd r0 �tn u�a d~O CD tTJ ' N W tTJ tTJ D m O mp is o ° WC