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SEWER ARV. REMOVED AND REPLACED CATCH <br />DEPTH V± BASINS AS NECESSARY TO <br />PERMIT CONSTRUCTION OF <br />1 l f <br />sk FORCE MAIN <br />It <br />_��l 2 R CP 6. <br />C) VI l" FORCE MAIN AIR <br />RELEASE STA 39+75 <br />40 <br />45" BENDS (SEE DETAIL SHEET C <br />PROVIDED RESTRAINED <br />Lli 12"D RCP <br />JOINTS (SEE DETAIL CONC. S.W. <br />I 24 <br />SHEET C-7) l SEE DETAIL OBO BELOW <br />V I - - - -12 "D RCP 4"G EXCAVATE TEST PITS TO— <br />Ld SM 1 2"'D Ncp 8 's vc DETERMINE LOCATION OF ter- LaJ <br />EXIST. UTIU11ES rAd .4�roj' <br />12 <br />0 RCP 4 P <br />'e� THE CONTRACTOR SHALL CONTACT RCP <br />Ld NEW ENGLAND TELEPHONE CO. (NET) TO <br />B- <br />#9 1� f- BRACE AND SUPPORT UTILITY <br />POLE DURING THE CONSTRUCTION <br />#34 <br />5 I> /V rf <br />It OF THE FORCE MAIN <br />C) <br />F­ <br />Co <br />t/c <br />-Z <br />C-5 <br />------ PLUG <br />60! <br />--) oo <br />IZIJ (TYP) <br />200 <br />&5 ­ ';Q <br />0 0 <br />A (b <br />12D RCP UP <br />PLAN " \ Z 931 <br />SCALE: 1"=40' N <br />12"D RCP <br />c <br />e <br />FMCO STA 36+50 B-14 <br />SEWER SERVICE (SEE DETAIL SHEET C-8) <br />WATER SERVICE E SEE DETAIL 0 Ao BELOW <br />PROVIDED RESTRAINED <br />PROVIDED RESTRAINED 12"D c JOINTS (SEE DETAIL <br />JOINTS (SEE DETAIL 20"' SHEET C-7) <br />SHEET C-7) <br />REMOVED AND REPLAC 45" BEND <br />45 BENDS CATCH BASINS AS NECESS Y <br />TO PERMIT CONSTRUCTION <br />OF FORCE MAIN <br />DEE HILLSIDE <br />i <br />GLEASONIROAD ROAD t GLEASON ROAD NORTH HANCOCK STREETI TERRACE <br />® '0 4 V <br />z <br />#40 <br />N - S <br />---- ---- _ <br />45" BEND <br />454 BENDS ---- -- 40. 1 51, <br />.I <br />CB 2 <br />Z' FORCE MAIN AIR <br />24" DI FM 14 RELEASE STA 39+75 <br />45 BEND <br />DMH DMH I SMH N. HANCOCK ST <br />t <br />N. HANCOCK ST 'EXIST N" AD: <br />MAINTAIN MINIMUM <br />5'-0" COVER OVER DETAIL "A" M N riAV"IDICK. S <br />N.T.S. #45 13—lb <br />FORCE MAIN (TYP.) <br />DETAIL "B" <br />t 5- <br />B-12 t B-13 N. S. <br />cf) <br />32 2 <br />-- 200 <br />2 3 48 <br />7 B-14 <br />-- <br />8 <br />fY <br />9 t L0 <br />4-- 7-- <br />t 4.0' <br />14 <br />t 14 <br />C.) <br />_7 <br />13 12 <br />2 <br />100/4'-- __12 <br />t W vc \jc --I cc;I <br />12 <br />27-- cil -T- <br />t <br />s .12 V) <br />�vc x t <br />11.0' <br />LAJ <br />W 190 <br />8 26 <br />t 21 i t <br />--lao'24" FM DI 18 -- <br />4 <br />21 <br />-- t <br />8 <br />20 34-- 27-- <br />DI <br />27 1 2 33 ) 24" FM DI 34= 2e <br />75 t <br />_j <br />51 1 BOTTOM 16.0' <br />BOTTOM 14.0' <br />(B-15 SHOWN FOR CLARITY, <br />ACTUAL LOCATION STA 40+74) C) <br />6 V7 it <br />15.0' <br />BOTTOM 17.0' i j 26 t t t <br />I 2 4 <br />3 2 <br />BOTTOM 17.0' t <br />180 <br />1 -4- <br />4 <br />30+00 <br />> <br />L <br />31+00 32+00 <br />+00 PROFILE 36+00 <br />SCALE: 1"=40' HORIZ <br />1"=4' VERT <br />0 <br />u <br />U) <br />37+00 <br />_j <br />zl< <br />mow <br />wi V) 0) <br /><n <br />LI i _j < <br />38+00 39+00 40+00 41+00 <br />RECORD DRAWING <br />170 <br />