Loading...
HomeMy WebLinkAboutWWP2703652.3N❑TE1 J D m I C!) Q Q J n z O Cl) W Z FOUND CONCRETE MON IN CASE WITH 1 1 /2" BRASS DISK AND PUNCH AT INTERSECTION OF N.E. 14TH AND MONTEREY AVE. N.E. DOWN 0.6' N 187048.36 E 1304459.92 EL 283.09 8/16 /2011 STA. 0+00 MONTEREY AVEN�IE ................ . \ 2+00 3+00 NO INFORMATION PROVIDED BY SURVEYOR SSMH#3, #S-277503 (AS —GUILTS) RIM=263.99 IE=255.51,8" MID CHAN. y� . .. ........... — J (n Ut -A C m PORTION OF THE SW 1/4, SE 1/4 OF SECTION 5, TOWNSHIP 23 N, RANGE 5 EAST, W.M. C W MONTEREY AVENUE NE J (n Ut -A C m PORTION OF THE SW 1/4, SE 1/4 OF SECTION 5, TOWNSHIP 23 N, RANGE 5 EAST, W.M. C W MONTEREY AVENUE NE =2 I I N IN SEWER ST IE=266.90 M II N m v, ao _._m. 000 C N v, c 0 MONTEREY AVENUE NE SAW CUT & PATCH PER CITY STANDARDS AS —BUILT SSMH 1, 48 RIM=260.0 IE=247.59, 8"(W) IE=247.82, 8" N IE=247.74, 8' E) FOUND CONCRETE MON IN CASE WITH COPPER TACK IN LEAD AT INTERSECTION OF N.E. 12TH AND ABERDEEN AVE. N.E. (CITY OF RENTON C.P.N. 71) N 186463.1572 E 1304865.211 EL 284.63 8/16/2011 STA=0+00, AS —BUILT WATER PLANS CITY OF RENTON, W-034201 Cn 41 ................ .......... .....................,._........._-.... ......-...... .... . ......... _ ........;.-........ ....... ................,...... N �...........,_._ wl �I z ww 270 ........... w z N 270 z I ::.. .. N d- """'� w mil- rn ` r- Ln _---- ---- - - z ao Lo _ _-. -. --.- '."— - .- - .. .., - .. _.. . �• . . . ...yam ........... �h _ .. . L 1 .�. - . xl 0 _ (n 260 : 1 �4 _ — ---:�� �., CF..:.8.,, 260 ........ ... , . . .. ...... _..... ....... _. S�4 ..�. 26q Co cflDo _........ :............... a0.lvj..,.,........ ........-.........,..... _ ...,......-._. .,........, 00 014 GRAPHIC SCALE 0 15 30 60 1 inch = 30 feet EXISTING UTILITY L❑CATI❑NS SHOWN HEREON ARE APPR❑XIMATE ONLY, IT SHALL BE THE CONTRACTOR'S RESP❑NSIBILITY TO DETERMINE THE EXACT VERTICAL AND H❑RIZ❑NTAL L❑CATI❑N OF ALL EXISTING UNDERGROUND UTILIITES PRI❑R TO C❑MMENCING C❑NSTRUCTI❑N, NO REPRESENTATI❑N IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HERE❑N, THE ENGINEER ASSUMES NO RESP❑NSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER L❑CATI❑N, CALL BEFORE YOU DIGI 1-800-424-5555 S=365204 = II N N ' (9 NOTE: ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON �,L'vS� ABC TRENCH RESTORATION AND STREET OVERLAY DETAIL. U) E— — BSsg SS PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, AND TRENCH WIDTHS, 250: . ......... _ ..... _ THREE FEET SS1 H 2 48 4.8�H . , .. ES (ROAD CROSSINGS) d (3 ) 1 TRENCH D CROSSI IF THE OUTSIDE OF THE TRENCHING IS WITHIN THR SSMH 1,: OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED SHALL RIM=261.35 RIM=260.0 25402 8S) BE GROUNDED AND 2" OVERLAY. IE=." IE=247.59 8" W IE=254.12, 8" �NE) IE=247.82� 8" N 2+00 3+00 4+00 5+00 IE=247.74, 8" E) SURVEYED: SCALE: SURVEYED HORIZONTAL;- NAD D1983/1991 1988 DESIGNED: SCALE D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. ONE INCHF1 I I I DATUM CHECKED: AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY CITY OF RENTON Planning/Building/Public Works Dept. NELSON PLAT SIGNATURE CUSTOM HOMES of WA, LLC SEWER PLAN & PROFILE AS -BUILT 04-20-2013 °� ', • N �00 U) WV� w w� ° a �J o� z O N W w O w 7 Lf) F� W x Z W oA WLrj U �� � a O V O 05/28/2012 FIELDBOOK: PAGE: DRAWING NO: SHEET: 6 OF: 9 SUWEIR z oz 1 r > 1 v c L