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S-392116
NW 20-23-05 N ri1 a 0 0 U N ro O 0 U) U) Q Ld Q z UJ J Li O N r) z 0 Ir w U w U d w Cn D SEWER AND ACCESS EASEMENT TABLE STA: OFFSET L OFFSET R 12 + 0 0 17.5' 17.5' 12 + 5 0 17.5' 17.5' 13 + 0 0 17.5' 17.5' 13 + 5 0 17.5' 17.5' 14 + 0 0 17.5' 17.5' 14 + 5 0 17.5' 17.5' 15 + 0 0 17.5 17.5' TEMP CONST PERMIT LIMIT TABLE S TA: OFFSET L OFFSET R 12+00 27.5 27.5' 12+50 27.5' 27.5' 13+00 27.5' 27.5' 13+50 27.5' 27.5' 14+00 27.5 27.5' 14+50 27.5' 27.5' 15+00 27.5 27.5' VERTICAL CONTROL DESCRIPTION STA ELEVATION PT 9 12+39.13 179.02 PT 10 13+39.38 182.27 PC 7 13+50.16 183.19 PC 8 14+61.78 192.79 PC 9 14+99.63 196.31 NOTE: SEE SHEET 2 FOR SURVEY CONTROL/NOTES/MONUMENT LOCATIONS Stantec 1687 114TH Avenue SE, Suite 100 Bellevue WA 98004 phone: (425) 869-9448 www.stantec.com m 00 O 205 205 • • • • • ..CONTRACTOR..TO OORL. MILL BAST :PIPE : • • • • • • . ..... • • • • • • • • • • • .. ......... ........ . 'CONNEC ION ' TO 'SSM 'IN ' THE 'FIE D.' IN'S'TALL ... ......... ......... INTERNAL • DROP CONNECTIONS- PER • CITY- OF • • • • • • • • • PROPOSED GRADE AT . 200 RLNTON. S ANDARb. PLAN, No, 402.2 .S.H.EET. �2. :......: CL OF PATH (TYP.) ......... ......... 200 ......... ......... ......... ......... ........ ::::...EXISTING GRADE AT::::::. ......... ......... . . . . .....:.EXISTING ......... CLEAN ......... OUT :::::: ......... ......... ........ ........ ..... CL OF PATH (TYP.) ::::..... . . ::::: ........ :::: 1 .. ......... .......TO BE REMOVED ... 195 ......... .... ... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........ ..... ........ ..... .. ......... ....... ......... ........ ....... ....�. . .... .... . ....... ......... ......... ......... ......... ......... ......... ......... ......... ......... .... .... .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ..... .. ........ ......... ........ ::: ... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... 185 ......... ..... :: :. �... ......... ......... ......... ......... ......... ......... 185 . ......... . i ........ ......... ......... ......... ......... ......... ......... ....... ......... ......... ......... ......... 180 ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::............ ......... 180 175 ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... 175 170 ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... 170 ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........ VERT SCALE: 13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+80 15+00 15+20 \ PUGET SOUNDENERGY PROPOSED CITY OF RENTON SEWER AND ACCESS EASEMENT SURVEY CONTROL POINT 10013 9012 ► WOODCLIFFE APTS. SEE SHEET 2 = 008 EL=57.86' ' R=72.' 272. ^ ^ EDGE OF FLOWING WATER TEMPORARY N27°49 28 W� IMPROVED 12 WIDE GRAVEL MAINTENANCE PATH 7 ► cv ►� n II I/ MK EXISTING CITY OF RENTON-/ EXISTING ; ' LIVLIV i 20' SEWER AND ACCESS BUILDING ► EASEMENT (TYP) I SCALE 20 0 20 40 ( FEET ) 1 INCH = 20 FT GRAVEL ACCESS PATH OFFSET TABLE STA: OFFSET L OFFSET R 12 + 13.8 9 6' 6' 12+25.28 6' 14.12' 12 + 3 9.12 6' 0' 12+45.80 5.21' - S-392116 KEY MAP Stantec was not present on site during construction. These record drawings are a compilation of a copy of the sealed engineering drawings for this project, as modified by information furnished by the as -built survey on the project. The information shown on the record drawings that was provided by the City Utilities Dept. inspector cannot be verified for accuracy or completeness. The original sealed drawings are on file at the offices of the City of Renton.