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HomeMy WebLinkAboutWWP2703616.40W T Q z Z W 0 O O CL U) Z W X W Ir W W _U fI—� VJ 0 I 0 0 U U) Q Q U) w Q W PID #7229700060 'y HOUSE #13419 FIRST FLOOR ELEV.=450.3 REINSTALL EXISTING EXISTING POWER MAILBOX (TYP) POLE / EXISTING WATER SERVICE (TYP) co 7 O / lO EX. 18" CONC O FMLA QCA 106+00 ---f W = z0 J W 1 -r N i 465 � j 460 O C-4 •(n H C (n 1Z 455 W = Z Cn —� W _ W 450 U Q 445 A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA PID #7229700055 , PID #7229700270 HOUSE 11 1 # 16647 � � I HOUSE #16646 DRIVEWAY AND UTILITIES FIRST FLOOR ELEV.=465.05 SERVICED OFF OF S.E. 134TH ST. I EX. SDCB PID #7229700265 i RIM = 455.91 VACANT LOT IE _= 453.29, 18"RCP (E) 2 IE = 452.69, 18"CMP (W) CONTRACTOR TO COORDINATE ! I r TRANSITION POINT WITH QWEST (DALE HARTMAN EXISTING POWER POLE al W STA. 106+35.00, 1 1.00' LT. 253-372-5364) FOR THE , T RELOCATION OF EXISTING I of TELEPHONE LINES ASS al EXISTING OVERHEAD EXISTING OVERHEAD I K 36 $' POWER POWER °� � y -- -- -- -- -- -- -- -- -- --- - - ------ ----- - — YJ c T T PROPOSED CURB/GUTTER & SIDEWALK ►� 1 AS SHOWN ON BRIARWOOD ELEMENTARY 107+00 108+00 1os+o0 EDGE OF PAVEMENT SCHOOL CIVIL CONSTRUCTION PLANS —+ 60' R/W I EDGE OF PAVEMENT II L .. 4 ' �...� -- -- --------- --.� W -1 1 � T -- - - - --- -- -- -- -- -- -- - �� 18"CMP PPROXIMATE WATER LINE LOCATION. CP TRANSITION POINT ER FIELD LOCATED PAINT STRIPES STA. 106+25.00, 11.00' LT. ND VALVES \ TRANSITION POINT I STA. 106+60.00, 12.00' LT. STA. 108+24.10, 168TH AVE SE \ o STA 700 40 00 PID # 7229700120 VACANT LOT SE - + 134TH ST _ + II bo - EX. SDCB PID #7229700125 I i I `��' /' RIM = 457.57 IE = 451 ,12, 18"CMP (N) li VACANT LOT EXISTING CROSSWALK 1 I'_ = 455.34, 18"RCP (SE) (TYP.) SEE SHEET SS-04 IE = 454,87, 18"RCP (W) 168TH AVE SE It N NNI In� I.f)ll U ; 105+60 106+00 WARNING: THE UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1-800-424-5555. of w g EXISTING GROUND ® ROAD 106+40 "o HDPE S.S.F•M• (PERMANENT) IL 107+20 3' MIN. COVER (TYP.) w z O a Li J W 107+60 CONSULTING ENGINEERS LLC `y1 `' 0 FIRST .SU N. ® S Street Bldg C,.Suite 210 SEOOND SVBM�A1L 2 �AR . AL Federal Way. WA 98003 FEDERAL NMY (253) 835-0113 www.esmcivii.com EVERETT (425) 297-9900 ELLENSBURG (50s) 962-2605 Civil Engineering Land Surveying Land Planning Public Works I Project Management I Landscape Architecture 75 SL / s � '1�1 3 ASBUILT SUBIIAtTTAL ESM JOB # 1655-001-011 No. STA. 108+24.10, 168TH AVE SE STA. 700+40.00, SE 134TH ST REVISION w �w nUJ aOa -a0_ + + 00 00 i Oi Oi w Q Q Nw v~)w 108+00 108+40 Im 11 SURVEYED: M11 DESIGNED: 12 e105 G� G.710 15 DRAWN: CHECKED: AN 11 BY DATE I A P P R APPROVED: 465 460 O N N 455 tz W 450 w 445 SCALE: 1 w=20* ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM ROADWAY IMPROVEMENTS ALONG SE 134TH ST ARE SHOWN ON BRIARWOOD ELEMENTARY SCHOOL 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. w to BRIARWOOD ELEMENTARY w SCHOOL u� _ a � 8 00 co co SE 136TH ST SE 137TH pL I 0 N LIBERTY HIGH a SCHOOL = F- 0 ID J t L_J I t , LJ SE 144TH S� T 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 ACPgPTED PROFESSIONAL ENGINEERING AND/OR SUR ING RAC JONATHA D. KARL / L.S. NO. 41959 4z z zS S=361652 - CITY OF RENTON Planning/Building/Public Works Dept. KEY MAP NOT TO SCALE CHECKED FOR COMPLIANCE TO CITY STANDARDS DATE: ISSAQUAH SCHOOL DISTRICT 01/05/201! SANITARY SEWER EXTENSION RELDBOOK: PAGE: PLAN AND PROFILE: 168TH AVE. S.E. DRAWING NO: STA. 105+60.00 TO STA 108+80.00 SS-03 SHEET: 7 OF:1 4 X < _p • 7 L D ' rn CG M � 0 0 MM mm CR U E RD z M 61 Z C M m m �] cCn0 D txTJ o°zx ~0 CD ywtTJ 1 Cn tTJ j...i D T O U M 0° D If oc m-4