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HomeMy WebLinkAboutS-34680100 o 0 <Lo COD P; 00 C-4 ,_, W. o o w Lf) 0a rn w L) C14 oc-1 0 ;Zo EXISTING UTILITY LOCATIONS SHOWN HEREON ARE 0 0 z Z < U O P., poll m� u V) > 04 z LO 5fYIA�- 0 z fq • Li 00 z 0 < 0 o ,,- z U) < n ry 7' 00 r I-- c/) U) ry m 0 2 FOUND 1-1/2" BRASS DISK W/PUNCH IN 4"X4" MONUMENT CASE DN 0.72' STA. 0+00 9 SE 1/4 OF SECTION 9, TOWNSHIP 23 N, RANGE 5 EAST, W.M. TYf, 4 LOCATIONS N,o J Q� 11+01 COY)......... . ..... ............ 819 02 ED Ell' 0 ;P ............ SD .. ..... ..... ... . . -:w: ........ . . 'n -------------- -- ............ TU F","fl ES -n 03 m 2+06"', W11' z —lldik�el is 7-3 ------------- .. ......... . ............. c z —1-t7i,-7 -7 -7 -5r., 7-_ 7- 7- 0 �7 771 z M co o > U cl) , n-, :...,..,t, ic, Lin K C5 J C) . ....... .. .... N.) 0 - - - ------ . . .. . ;N'. "Ell "VI 32 -n m :31 1,, A,4 30 > �n CD 0o X. !-K co 6' SS CLEAN❑UT `7 . ......... "A I W/ TRAFFIC BEARING LID P f j, sli RIM=369,00 . .. ....... A-I ty; 7;2 K IE=363,00, 8"' < av? g & 6// SIDESEWER A P" 'N. z� . .......... 2,07. MIN. ❑ SLOPE (TYP,) A., ... . ....... STA. 9+07, 18,7' RT ... .... ... MAINTAIN 10/ MIN, 0 EXISTING MANHOLE Xi, IE=347,58, 8" (NEW) BETWEEN SEWER AND WATER (TYP,) t o K PAVEMENT PATCH 'G) STA, 1+18, 5/ 8/ LT 4 N N - I - ---------- ... . . .... PER DETAIL SHEET 8 INSTALL 6' SS CLEAN❑UT RIM=375,0 It; IE=368.00, 6` 'A' 4 jdl TYP. 2 LOCATIONS j'j� AP USE TRAFFIC BEARING LID 9 5 ;g t 4 o J 0 NAJ J 13, - -4,k,.: zo 5, 0 X �is . ..... io 4 . ... ... /* 4, > V . " w " , Iii h NC 4T,zz,. A NOTE: 0 <Lo COD P; C-4 ,_, W. o o w Lf) 0a rn w L) oc-1 ;Zo EXISTING UTILITY LOCATIONS SHOWN HEREON ARE 0 0 z Z < U O P., poll m� u V) > 5fYIA�- APPROXIMATE ONLY. IT SHALL BE THE CONTRACTORS Al FIV.-C (VIVi=1368AT-1 RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND IE I'T 'U'MP ; S)---326,77 HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO z 0 1-111--, ..... . . .. . . . ................. FOUND 1/2" BRASS PIN REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO J1 W/ PUNCH 5" DN RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES ........ ..... 1. NOT SHOWN IN THEIR PROPER LOCATION, co Lu CALL BEFORE YOU DIG1 1-800-424-5555 -A -_4 ..... . ... . ... 0 fj . .. .. .. ... xi: xx z ............. M .................. ........... ........ yy cn STA 11+18 18 7' RT w w 0o X. !-K co 6' SS CLEAN❑UT `7 . ......... "A I W/ TRAFFIC BEARING LID P f j, sli RIM=369,00 . .. ....... A-I ty; 7;2 K IE=363,00, 8"' < av? g & 6// SIDESEWER A P" 'N. z� . .......... 2,07. MIN. ❑ SLOPE (TYP,) A., ... . ....... STA. 9+07, 18,7' RT ... .... ... MAINTAIN 10/ MIN, 0 EXISTING MANHOLE Xi, IE=347,58, 8" (NEW) BETWEEN SEWER AND WATER (TYP,) t o K PAVEMENT PATCH 'G) STA, 1+18, 5/ 8/ LT 4 N N - I - ---------- ... . . .... PER DETAIL SHEET 8 INSTALL 6' SS CLEAN❑UT RIM=375,0 It; IE=368.00, 6` 'A' 4 jdl TYP. 2 LOCATIONS j'j� AP USE TRAFFIC BEARING LID 9 5 ;g t 4 o J 0 NAJ J 13, - -4,k,.: zo 5, 0 X �is . ..... io 4 . ... ... /* 4, > V . " w " , Iii h NC 4T,zz,. A 0 <Lo COD P; C-4 ,_, W. o o w Lf) 0a rn w L) oc-1 ;Zo 0 0 z Z < U O P., poll m� u V) >