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HomeMy WebLinkAboutS-293903z uj z u- 0 z 0 Ld co 0) SEESHEET4 0') c\j c\l SHOP DM 0 L , A � 1 P .. CP 'M 7.- 21 OHP_ GA Pp Ld 7) 0 n 12 "F FND 1/2 REBAR & CAP "CRONES, LS# 29537" (4/25/05) FND 1/2 REE " LS# 37540 (4/25/05) 2144800746 DOLGE JAMES S. & SANDRA L. CA U TIO_ 12rl HIGH PRESSURE OLYMPIC GAS LINE 10.5' GATE I III I I I I ____ I SEE SHEET 6 FOR THIS SEWER W Z U) W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ROAD SHALL BE RESTORED FROM #6 GRAVEL THE EXISTING S293903 WIDE, 5 FT ON T084TH AVE S. THE ROAD SHALL BE 10 FT. 230 FR DMH 6 OM. # 5 FT ON 0 S LL -R HA EASEMENT THE ROAD ...................... ......... ........... 230 .......... .... ..... ... ............. EITHER SIDE OF THE PERMANENT AD SHALL ................ ......... ....... ........... .............. 0 9 0 9 ( ) 3 OF COMPA C TED CRUSHED ROCK PER SEC VON 9-03.- 9 (3) BE 6". (CRUSHED SURFACING) tii iii L 10 -9LF OF 15- PVC ........... ... uj 104 LF OF 15" PVC @ 44%- 0.53% 211 ml49­LF.0F15"PV-CC&6.;5%.0.54% .......... ........ .. ... . .... . 0 8" WATER MH #6 MH #4 N 179373.27 MH N 179368-51 MH #5 N 179348-56. - -LF OF-464!. 29 MH #3 ........... E 1295366.30. . ......... .... ......... E 12954 7539 N *179358.18' ..................................... ........... ....... E 1295699.73...... PVC 0:5% N -1-79314; 99- - - - ...... .......... ....... NEW 54 A4N NEW 54"MH E 1295484-95 NEW 54"MH 0.796. E 1295699-03 RIM= 226-.8-4- 226-93 RIM= 22-3.2*- 223-03 NEW 54,° RIM= mWB-.0_4-. 217-57 NEW 54 MH * 218.18 RIM= 218. 9- 0 5 10.85 IE 15"N 2r_ If W.-rul 2 IE 15 E 244.-36-- 210.75 IE 15"W 209r8-3- RIM= 22-3. 1:im 222.92 IE 15" W = 298.63 -4-3-' ...... IE-8"S 208-.86-208.93-- ......................... ............... ....... ...... ........... 210.20 ...... IE'l 5" N W = 2V9-.68- - 240. 03 ................... ......... ....... ............ IE 15"' S 2,98-. 208.70 IE 15" N.- "30:29 208-49 ,0 WITH INSIDE DROP IE 15 ff SE = 2-09-..7-3- 1E, 15 E 209.-58- 209.93 IE 15" E' 2-08. 18 208-39 It 03. - 211.20 IE 8 = 24 1. ....................................... ................................................................ 210.10 ..................... ......... ................... .......... ............... .................... I ........... !, l WA A� 23169 IST At EXPIRES B/21/09 I KH SINEW SURVEYED: TRIAD DESIGNED: JDH DRAWN: JDH CHECKED: DIVIC APPR 'ROVED: LH SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF w Z W u_6- !! b x� !Z-