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A <br />=NM <br />o 4 <br />TO Am. <br />2113' MO WATER NAM <br />CENTER 0017 SANOART SERER <br />F LESS BOAT TV TO SEPARATOR <br />r BROOM 'ARM. SEPARATE...EWEN <br />C900 SANOART SEPIA AND C900 EATER NAN <br />SANITARY SEWER/WATER MAIN CROSSING <br />CONCRETE PAN:LENT <br />- NOM <br />1 CONTRACTOR,,,ng.SUADX, TOLL <br />CERAPACTED SAND BASE <br />STORM SEWER FLOWABLE FILL BACKFILL <br />STA. 102+50 - STA. 107+94 <br />9101 TO SCALA <br />PLAN VIEW AREA W <br />T <br />_1 0 , <br />8 rficrol 0.4 <br />FL1 <br />GROUND SURF., <br />UNDISTURBED <br />EAR011 <br />5020 000401. - <br />,r <br />TRENCH BACKFILL <br />001 101 MUT <br />SECTION A-A <br />CONSTRUCT WTI IN <br />DIPPER CUADRA. OF <br />tr o:r51 4 "'"' <br />:5*X 4 1%ff ' "wey 'r4f•s•r** .. <br />4 .fw 4*Ave:*s*, <br />513017091 <br />ABOVE .1. <br />CRO.OPTAIIN H. <br />- THEM. <br />Off OTTINGS AS REWIRED <br />CM NNE <br />SANITARY SEWER SERVICE LINE CONNECTION UNDER PAVEMENT <br />BASED ON GRAND ISLANO 800 PLAN 132 - NOT TO SCALE <br />SUITABLE RAMIE_ COMPACTED TO <br />- iANBAUM 90X Of MA.9391.1 DR, DENSITT <br />UNDER RAF 8180.5 ANO 95X UNDER <br />, PAVEMENT <br />NO UNE <br />NOTE: <br />$AND KOONS AND NBA. AREA <br />SMALL BE CONSIDERED SUMMARY <br />TO PIPE. STRUCTURAL BACROLL <br />REOUNENENTS FOR ROPE AND PVC <br />PPE SHALL ISE CONSIDERED <br />SUBSIDIARY TO .E PIPE <br />OMER NO. 2130 GRATE PAD IS BARS 0 <br />FRAME OR APPROOFD EOurvALENT IS ROTH wAys <br />man OR MASTIC <br />1.B.V4,4 <br />mosam <br />0000 DID OF stave. w/STEEL 1EE POST <br />STEEL TM FEET —,... <br />8111NDS AS RfOUIRED <br />ROCK CONSTRUCTION ENTRANCE/EXIT <br />"M- roa M DIMMER MANHOLE <br />EE FoR INANFIVR mANKult. <br />...N. NA m FIRF9 2:1= <br />NOTE <br />:=1.1WEritarimVZ <br />" NAM= NOTES <br />g.‘” : RTE --- 4.1.1124. -- 11A - 7Eria; <br />0 GOITRE • ELIW7......mis= gm- <br />=14 <br />lite : <br />. n7. 1 4: 7 1w Or7 .4 <br />1801 IRON STE, •N. soma n m <br />X` .r...41.r. eraun memo Nam AL. <br />O <br />90 <br />• wzrarammas RN MIMI <br />1 • trol <br />ih <br />4 1;1 • <br />, <br />• A.— CORMTE TO CONFORM TO <br />ONSION SANDI A SN.PART <br />SEPERS SEVIN MIA SULFATE <br />I <br />RESISTANT CONCRETE SPDC MATO.. <br />GWASiplipil0LAND eta. ' 14 . - N. STANDARD <br />sumuc voar nmfurnamer 411810 10. <br />PLAN <br />130 <br />COPTIESHT CI 2010 <br />RENTARDMIDL flt MIIRATCRIcON•100 <br />WPM PP0ABITY cf T PLOPART WNW, <br />PE fa HET. NINE DUMPS N■001E NPAREPOO <br />BNB PENN0REMNerpENeffnaPRacallEREN <br />PeR1.9010, NED UMW, MOWS, I. <br />OkoLSSON <br />ASSOCIATES <br />9 <br />0.011Nte No. am TEL *Woo. dm*. ow. <br />E <br />0 <br />9 <br />oO <br />N) <br />In <br />_J <br />.0 <br />In <br />sJUJ <br />z <br />< <br />171 <br />z <br />in I i n <br />41- <br />uJuJ( <br />Z <br />_Jfn <br />0 <br />" <br />DATE <br />06.21-200 <br />PLANS <br />MCA 1.100-ELT <br />20ID-02 <br />AT <br />/a BAR AROUND <br />OPENED Tir • BOO./ <br />. <br />• <br />. . <br />.,.....,_ <br />1.0.' <br />r <br />C <br />A <br />=NM <br />o 4 <br />TO Am. <br />2113' MO WATER NAM <br />CENTER 0017 SANOART SERER <br />F LESS BOAT TV TO SEPARATOR <br />r BROOM 'ARM. SEPARATE...EWEN <br />C900 SANOART SEPIA AND C900 EATER NAN <br />SANITARY SEWER/WATER MAIN CROSSING <br />CONCRETE PAN:LENT <br />- NOM <br />1 CONTRACTOR,,,ng.SUADX, TOLL <br />CERAPACTED SAND BASE <br />STORM SEWER FLOWABLE FILL BACKFILL <br />STA. 102+50 - STA. 107+94 <br />9101 TO SCALA <br />PLAN VIEW AREA W <br />T <br />_1 0 , <br />8 rficrol 0.4 <br />FL1 <br />GROUND SURF., <br />UNDISTURBED <br />EAR011 <br />5020 000401. - <br />,r <br />TRENCH BACKFILL <br />001 101 MUT <br />SECTION A-A <br />CONSTRUCT WTI IN <br />DIPPER CUADRA. OF <br />tr o:r51 4 "'"' <br />:5*X 4 1%ff ' "wey 'r4f•s•r** .. <br />4 .fw 4*Ave:*s*, <br />513017091 <br />ABOVE .1. <br />CRO.OPTAIIN H. <br />- THEM. <br />Off OTTINGS AS REWIRED <br />CM NNE <br />SANITARY SEWER SERVICE LINE CONNECTION UNDER PAVEMENT <br />BASED ON GRAND ISLANO 800 PLAN 132 - NOT TO SCALE <br />SUITABLE RAMIE_ COMPACTED TO <br />- iANBAUM 90X Of MA.9391.1 DR, DENSITT <br />UNDER RAF 8180.5 ANO 95X UNDER <br />, PAVEMENT <br />NO UNE <br />NOTE: <br />$AND KOONS AND NBA. AREA <br />SMALL BE CONSIDERED SUMMARY <br />TO PIPE. STRUCTURAL BACROLL <br />REOUNENENTS FOR ROPE AND PVC <br />PPE SHALL ISE CONSIDERED <br />SUBSIDIARY TO .E PIPE <br />OMER NO. 2130 GRATE PAD IS BARS 0 <br />FRAME OR APPROOFD EOurvALENT IS ROTH wAys <br />man OR MASTIC <br />1.B.V4,4 <br />mosam <br />0000 DID OF stave. w/STEEL 1EE POST <br />STEEL TM FEET —,... <br />8111NDS AS RfOUIRED <br />ROCK CONSTRUCTION ENTRANCE/EXIT <br />"M- roa M DIMMER MANHOLE <br />EE FoR INANFIVR mANKult. <br />...N. NA m FIRF9 2:1= <br />NOTE <br />:=1.1WEritarimVZ <br />" NAM= NOTES <br />g.‘” : RTE --- 4.1.1124. -- 11A - 7Eria; <br />0 GOITRE • ELIW7......mis= gm- <br />=14 <br />lite : <br />. n7. 1 4: 7 1w Or7 .4 <br />1801 IRON STE, •N. soma n m <br />X` .r...41.r. eraun memo Nam AL. <br />O <br />90 <br />• wzrarammas RN MIMI <br />1 • trol <br />ih <br />4 1;1 • <br />, <br />• A.— CORMTE TO CONFORM TO <br />ONSION SANDI A SN.PART <br />SEPERS SEVIN MIA SULFATE <br />I <br />RESISTANT CONCRETE SPDC MATO.. <br />GWASiplipil0LAND eta. ' 14 . - N. STANDARD <br />sumuc voar nmfurnamer 411810 10. <br />PLAN <br />130 <br />COPTIESHT CI 2010 <br />RENTARDMIDL flt MIIRATCRIcON•100 <br />WPM PP0ABITY cf T PLOPART WNW, <br />PE fa HET. NINE DUMPS N■001E NPAREPOO <br />BNB PENN0REMNerpENeffnaPRacallEREN <br />PeR1.9010, NED UMW, MOWS, I. <br />OkoLSSON <br />ASSOCIATES <br />9 <br />0.011Nte No. am TEL *Woo. dm*. ow. <br />E <br />0 <br />9 <br />oO <br />N) <br />In <br />_J <br />.0 <br />In <br />sJUJ <br />z <br />< <br />171 <br />z <br />in I i n <br />41- <br />uJuJ( <br />Z <br />_Jfn <br />0 <br />" <br />DATE <br />06.21-200 <br />PLANS <br />MCA 1.100-ELT <br />20ID-02 <br />AT <br />