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REMOVAL LEGEND <br />o= <br />PROPOSED® X <br />REMOVE CATCH BASIN <br />a o w <br />a z <br />< o <br />INFILTRATION <br />TRENCH <br />3 <br />m 0Owz <br />v <br />REMOVE TREE X X <br /><5< 2 <br />o <br />223 <br />2241 <br />247 <br />2263 <br />�53 <br />II I 2271 <br />0 <br />�°ow <br />, <br />z2233 <br />JI <br />F�a= <br />< 0, F <br />O <br />- <br />U <br />V <br />0 RESTRICTED TRENCH ��zLL <br />K V) <br />0 g <br />I <br />o" <br />II <br />I I <br />I <br />(9' WIDTH <br />48" PERF HOPE i <br />o <br />v_ <br />yy <br />(� <br />t87-12" HDPE I o III <br />TORM�9INER MANIFOL I <br />119'-24'AI PE <br />o <br />MAY \\ <br />(LOCIn <br />yy <br />F <br />m Um O <br />�O 1gS" m <br />I <br />VAION <br />RY WITH <br />�- <br />¢ o <br />=maw <br />F <br />F <br />m0 <br />m m m <br />C p_g CB10-151 <br />CCj�10-337 <br />�Q MH -'f$ >> <br />IN TRENCH) <br />>> _ <br />o <br />o <br />1 0 w <br />REMOVE SEWER PIPE E o CB10-335 TO Bfa CTED� I� 32'- HDPE EX DUCTILE <br />/ 3 ' 24" HDPE <br />o <br />_ _ _ _ _ LIRA SNVIIPE I IRON <br />— — — �3 <br />_ _ _ _ _ <br />y <br />— <br />a <br />C338 -NEW CB 14 H10-105 — <br />�� <br />—i �a— <br />133 1g <br />WATERMAIN <br />o <br />= o <br />w <br />� - 8 <br />'MH <br />1 �2EMOVE SEWER PPE <br />j <br />N o <br />10-190 T <br />= <br />MH -12 <br />TRENCH CROSS SECTION <br />r — -GAS — _l AS— — GAS_ — �A — res <br />----------� <br />— — <br />CB -8 A <br />�+ \1 <br />S <br />EQU LIZATRiN-P� <br />NORTH OF SHERREN STREET <br />z <br />4" <br />CB -15 <br />10'-12" HDPE <br />m <br />V1 - <br />CB - 150 <br />z I <br />STORMS WER MANIFOLD <br />0 <br />O <br />z <br />°- <br />+ <br />I <br />H10-1 <br />NEW CB -10-33 BE U Ir <br />M <br />O m D m O <br />m <br />m <br />9036" PERFORATED HD E III W <br />IV <br />CONNECTED TO INFILTRA <br />� I OI <br />W RESTRICTED TRENCH <br />a <br />a� <br />— W <br />c� WIDTH <br />zz <br />2226 2234 <br />2240 <br />27 <br />127 I <br />2246 I v v CON TRUCTION LIMITS <br />II 11 <br />_ <br />36" PE HDPE <br />(LOCATION MAY <br />N TRENCH) <br />9 <br />0w. <br />w <br />w>w> <br />0 <br />, a <br />C, <br />0w. 0 <br />w <br />1 - I <br />A <br />I <br />_ <br />EX DUCTILE 1 <br />o <br />o m <br />SALVAGE <br />ND REINSTALL FENCE <br />— <br />V II <br />— _ 135'-12" HDPE IV V <br />IRON <br />WATERMAIN <br />— <br />II <br />w, <br />NOTES: <br />CB -7 I V V- <br />TRENCH CROSS SECTION <br />o <br />Z <br />1. CONTRACTOR IS RESPONSIBLE FOR HAVIN UTILITIES LOCATED IN THE <br />FIELD. <br />INGARD ENAREAAS IR D B N INE <br />SOUTH OF SHERREN STREET <br />2. SIGN RELOCATIONS (REMOVAL, PROTECTI N AND REINSTALLATIONS) AR IN IDE TAL UNLESS OTHER ISE NOTED. INGARDEN DRAINTUL CO ECTI� <br />3. REMOVE AND REPLACE CURB &GUTTERS CTIONS AS DIR�TED BY THE NG AS DIRECTED Y THE E GIN R © Z <br />4. STREET CORRECTION: *RECLAIM BITUMIN US ROADWAY EPTH <br />II <br />I I I <br />\\\ <br />W <br />4" THICK PAVEMEN AS PER TYPICAL SECTION. <br />*SUB -CUT AND BACKFILL FAILURE AREAS AS DIRECTED BY THE ENGINEER. <br />DE LLWOO D STRE ET <br />0 15 30 <br />60 <br />0 <br />*CONSTRUCT 2" TYPE SPNWB230B NON -WEARING AND 2" TYPE SPWEB230B WEARING <br />COURSE. <br />5. SEE TABULATION A FOR WORK PERFORMED ON ALL UTILITY STRUCTURES WITHIN CONSTRUCTION LIMITS. <br />66' RIGHT OF WAY <br />SCALE IN FEET <br />Lu <br />W N <br />Q <br />F__ <br />w <br />960 <br />960 <br />W <br />z <br />NEW C <br />-14 (48:') : :N <br />W MH -9 (84") <br />Q W <br />� <br />E=9.42.8.6: <br />RE=943.00. : : <br />MH -:10-1:86: <br />RE=9. <br />. . . . . <br />. . . . . . . <br />. . <br />. . . . . . <br />. . . . . . . . . . . . <br />. . . . . . . . . <br />. . . . . . . . . . . . . <br />. . . . . . . . . . . . . . . . . . . . . <br />. . <br />. . . . . <br />. . . . . . . . . <br />. . . . . . . . . <br />. . . . . . . . . <br />� w <br />955 <br />N=939.78: <br />EE=93:8.70 . <br />. . . . <br />E=938.63. <br />955 <br />z <br />SU <br />P=936.28 <br />SUMP=932.50: <br />w w1� <br />` <br />w <br />. . . . . . . . <br />. . . . . . . <br />. . <br />. . . . . . <br />. . . . . . . . . . . . <br />. . . . . . . . . <br />.. . . . . . . . . . . . <br />. . . . . . . . . . . . <br />. . . . . . . . . <br />. . . . . . . . . <br />. . . . . . . . . <br />. <br />EW MHA_j-8 (60"). <br />M '_9: '4.. <br />EW . H . (8 .) . <br />E 'CO 1 6..: R =944.00: <br />N W. 1 (3 .) . E =939.00: <br />R <br />IES <br />=943.00: <br />-938.68 <br />W <br />NEW: MH=7: <br />E=943.50: <br />RE -943.00: <br />NEW C -10 (36") <br />. . : RE 943.70: <br />E =940.00: <br />:I <br />=935.73: <br />95O <br />RE=944.50: : <br />: : <br />EE=940:00: : : : <br />EN=939.OD : : <br />RE=943.0 : : : <br />: : : :IES 937.1:4: <br />=CIAn In <br />950 <br />. . . . . . . <br />. . . . . . . . <br />. . . . . . <br />. . . . . . . <br />. . . . . . . <br />. . <br />. . <br />. . . . . . <br />= <br />UMP=932.50: <br />SUMP=932.50. . <br />. . . <br />(EN=93714: . . <br />. . . . . . . . <br />RE=942.08: <br />CB10-151 <br />RE=941.90 <br />GB10-337 <br />. . <br />EXISTING <br />RADE <br />"MANIFOLD WITH 6' ACCESS <br />IE=940.45 <br />fE=9:40.26: <br />RE=941:47 <br />945 -- <br />___ _ <br />_ <br />2' _ <br />_ 22 <br />P:E : 0 3 <br />HD.@ 20 <br />.... <br />...... <br />......... <br />...... <br />.. <br />H. .. . . T. . . . . . . . . . . <br />..... ...... ... ... <br />..... <br />......... <br />E=. . . . <br />......... <br />945 <br />(n <br />. . <br />J34'-24"HDP.@ <br />. <br />.00%: <br />-------- <br />- -. . . . . <br />-. .--- <br />---.- .--- <br />-.,-_ --_.. <br />......... <br />. <br />-. <br />~ <br />..... . <br />... .. <br />......... <br />......... <br />...... <br />......... <br />....-� <br />H <br />.. <br />940 <br />:......:. <br />..... .. <br />......... <br />......... <br />......... <br />.... <br />......... <br />....... <br />...... <br />........ <br />940 <br />cn U-1 UJ <br />......... <br />T <br />...... <br />......... <br />......... <br />......... <br />........ <br />....... <br />... ........ <br />......... ... <br />0 <br />... <br />. <br />.... ... <br />.... ... <br />...... <br />z O <br />.... <br />......... <br />...... . <br />.... <br />. ......... <br />.... <br />W <br />......... <br />ING WA TERMAI <br />16" . . <br />o <br />O <br />Lu <br />z <br />935 <br />119'-12" H <br />PE@ 0.50% : : : <br />... <br />935 <br />O ~ <br />o <br />m <br />. <br />135' <br />0.5 <br />%: <br />W > + <br />t¢n <br />12" HDPE <br />@ <br />37' <br />12" HDPE @ 0.50% <br />> <br />140'- 3-48'` <br />PERF FiD E IN INFILTRATION <br />. . . . . . . . . <br />. . . . . . . . . <br />. . . . . . . . <br />. . . . . . . . <br />. . . . . . . . . <br />J O <br />O <br />TRENCH <br />@:0.00%. <br />(n W <br />930 <br />zs'- 24" HDP 0.50% <br />: : : : 1'0'=12" HDPE 0.50% : : : <br />: : <br />930 <br />D <br />V <br />o <br />: <br />O <br />z <br />EXISTINGS NITARY <br />SEWER 24 R.C.P. 32'-12" H PE @:1.00%: <br />97.36" P£ <br />F HDPE IIV <br />(n <br />0 <br />%. . . . . . . . . <br />EXiS ING 16" WATERMA <br />N <br />NFILTRAT <br />O.N:TRENCH @ 0.0 <br />a <br />......... <br />......... <br />......... <br />......... <br />......... <br />......... <br />......... <br />......... <br />......... ......... <br />...... .....INSULAE.... <br />...... <br />... <br />...... <br />F <br />�O NN <br />O <br />COO <br />M <br />mN <br />m <br />NN <br />MO <br />NN <br />NN <br />OCO <br />O OO <br />U <br />SHEET <br />NO. <br />�N <br />C1 <br />(h N <br />34 <br />38 <br />7+00 8+00 <br />9+00 <br />10+00 11+00 <br />12+00 <br />13+00 <br />1+00 <br />SHEET NO. OF <br />SHEETS <br />