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Home My WebLink About0879.95.6a +` /,, ry 4+ y' AREA 3 4 Q' yy y 4' +� o yyyy A -0.24 ac. +� y` c -.66 4' +� q Q# }%Q> i 10-6.4 b "MKT Q10-1.01 cfs ASPNK y 1100 -9.4 Q100 -1.49 cfs 4 $ 4``' yyy ' ±y Surface discharge to street w� o w N', -, - Mi ti LEGEND EXISTING PROPOSED AREA 2 4N��b '�•� ,� A -0.11 ac. A X 3/ + e c -.87 C i 10 -6.4' Q 10 -0.61 cfs i 100 -9.4 +' Q100-0-90 cfs $'q, Discharge to proposed inlet T/ , 037 A6 Existing Existing pipe capacity - 2.5 cfs r + AREA 1 A -0.28 ac. c -.77 i 10 -6.4 Q10-1.38 cfs i 100 -9.4 Q100-2.03 cfs Discharge to proposed end section 8" PVC Pipe Capacity - 1.55 cfs n -0.010 v- 4.5fps GENERAL. NOTE& i. This IOCaoat of Vw utility sines shown an V* plan we opprorck, nit. TM Corwactor OW oonlact ttn diem Und& oud PWN PcaMolloA son, Mme.• 14W-382-5644. and all cow utwty conga 1 to am .nakts, 90111101" 1 I rloe sm. eta. In #w oons>xudort sldischd sm. The Meow and protection d No etc1 0 8 UM wYOlurtls and farMi ". pteir support and mainianance durktg catwu*= OA wopwWon wN No spp*** Wft) is tits exprses respone b111tyy of 1w Conevolor In MM pwlonrwna d Vie Cor>+rsct and In the prrpostlon d the bid. The ConVadw qhd Naft OM Enonser of arty changes, mars or omieskxn bund on these pWm or in Vie Radii Nlolrt work Is SUMW or Mourned. 2. n shah be sits COI*W Oh nMsporisAfty Io M1MMn *may C FMRtt MNUMhout site IS Q jisct; failure a do so may result in removel and AproNtMnt d the dsdeMe work. 3. 0 is the mapor Mmily of the CorMnaolor to tai ww coadlnals MI 0onalructlon west late rrspeoWe Oft oompanies. The octrtlrwlor 00 =ftm a If» opprWW* Oft company's ROSS, rpulaWFIG. and prooedtM 601 Order to OOWn their approval for serOM 4. The ConftcW shad COMMU1110 end OOIMNIII 90 00 Owner than IN perritNs and eppruvals are oblakwd Iran 9w mpecOve Privets, CNr..GW*. 81010 and oMter approprlele egerwiss prior to starting consku0m. This Cor eolor .bait be responsible to oontlMy with the oondolons $et lorth wphkt each permit. 5. Thesis plans wort prepared without tfte baits #I WW 90 baMtg Infoanattorn. if eny yteldin or "w r' wu conditions are oncounfend NM coMeclor shah ncafy the Owner and this Engineer Wwr edht". a. Whom two proposed Mwabons appow "Min on this pions the top rnlmber 9W designals dw top of ourb the boWm number shah 1111 11011 kris bottom of this ourb at this edge d to paveme * 7. Conow wr shah oomw mud accumtOMbn tlfl M $000 rim" W4 NO" by instsllirq s lan"my Now drtve at all Wcaliats white oartr V01111 n (raft Me', es the spa. Dust slits, tw kept 10 s ntk*Mrn by trtlNzktg wahr spfNMdllltp. QNOItIrn CtMalde, wgelatlw oovisr, on sdhasives G Wier approved rtalliod - - Aral alt Mtat gels at surrounding wads by camirw0 n tadnc shay be rerroved W QaMA111W. a. The iocallort d lane utNlty servim shown b nisi" pte bWk*q on MMs plan ere epprescMnls Refer kt Via NOWectuna Plans for the OKM boafte for all udNty seftm, rttslei localiorts and diet rNMed gems M the "dkq. 9. A swfty sewer Weenout shown on 110 pMN 00 be loomed wMhkt three (7) of this oulslds aft OAdl% AN dsawA covers loWW WO pried su dem shah be heavy duty. t 0. AN poft d oaNtsc*m d the prgt m goo" end Moms wwrrs 10 ode** sauct m must be verlAed dam an acceplebla p«plNrwk and mdisrencs poird ' vwbcW y and hOrlaort" M its earliest oppatunily bd w OmbucOrtg- Any oont a between the plans and I* dale godhead must be mporlad 10 Ow ErpaW Imrneft". I t. Rehr lo site Oft Plan for horUmMM aril dknwg MW k0winaMort. 12. Rehr to the Erosion COr" Plan for erosion oontrd lrwswuS. 13. Bahr 10 the Deleft for additlortel irMorntaliort. 14. Rehr to tM for addillonN ktdolrrlrMort Dept of Cwvyu* Q�IeiOpITINM Fiarttpon KNK �d �Oe HannttCn Jose Knwts DsR. Deve cunnk#wn One Hamilton 0« j% Me. 146 1717 Pleasant Rt. One civic Sq. Noblesville, Nj AGM Noblesville, IN 460:0 Carmel, IN 46032 116 -iNi 773 -7770 671 -1444 Indwis an Corrparty Jerry Robinson P.O.flau 1700 16000 ANlsiomrwe Road Noblesville, IN 48M 776 -6661 NnM" part Aretwh 6661 N. Dalieot A". Indpls., (N 461110 ii! -4166 Ind enapow wow Co., Inc. Iril = 1 t4 iv �2Lvd. lndpiht 44 =31 0 Clay i RNItldtsl we OkUUt 10755 N. OMI Ave. fte Ind0s.,111H 46140 644 -MI Psi 1441 ii. Aullfard Ave. owmel, IN 46036 646 -I SIO HarniMOn County tall end Water Corlservatlon Dw John South iii Division it. Nowesvllle, IN 46060 773 -1401 THIS PLAN IS TO ILLUSTRATE POST DEVELOPMENT DRAINAGE FLOWS ONLY ff LL Z I 0 Z om. n. O C. Illy �a N •M c � pit r--- y N +n O_ Lai ham t z cc W tsz oc O z ]C cr •t a w cc CL SWEET: 7 Sanitary Sewer Mein Sanitary Sewer Literal ---- -- Sanitary Sewer Manhole Sanitary Sewer Cteanout a a a,ss a. Storm Sewer Inlet End Section -- rt a--- ---- -- a a.- Gas Line Gu Meter aeon 04 Gas Marker - m --- ►trot - Water Mein / Service --- w 18- 41111L Water Meter Fin Hydrant - ti - ---- -- i R- EItCtriC - Transdbrmer - e-T. e.T-- Telephone - T- -T - -T- -t- T- -T- Telephone Pedestal Spot Elevation x WAS AN ell b eaowA a W.QS. plllwl Top of Curb aG► t Bottom of curb . �+ Top of Casting Surface Omkw qe Flow contour - "--+ .w ---- -- Granular 8soid111 1171/11111/ /j AREA 2 4N��b '�•� ,� A -0.11 ac. A X 3/ + e c -.87 C i 10 -6.4' Q 10 -0.61 cfs i 100 -9.4 +' Q100-0-90 cfs $'q, Discharge to proposed inlet T/ , 037 A6 Existing Existing pipe capacity - 2.5 cfs r + AREA 1 A -0.28 ac. c -.77 i 10 -6.4 Q10-1.38 cfs i 100 -9.4 Q100-2.03 cfs Discharge to proposed end section 8" PVC Pipe Capacity - 1.55 cfs n -0.010 v- 4.5fps GENERAL. NOTE& i. This IOCaoat of Vw utility sines shown an V* plan we opprorck, nit. TM Corwactor OW oonlact ttn diem Und& oud PWN PcaMolloA son, Mme.• 14W-382-5644. and all cow utwty conga 1 to am .nakts, 90111101" 1 I rloe sm. eta. In #w oons>xudort sldischd sm. The Meow and protection d No etc1 0 8 UM wYOlurtls and farMi ". pteir support and mainianance durktg catwu*= OA wopwWon wN No spp*** Wft) is tits exprses respone b111tyy of 1w Conevolor In MM pwlonrwna d Vie Cor>+rsct and In the prrpostlon d the bid. The ConVadw qhd Naft OM Enonser of arty changes, mars or omieskxn bund on these pWm or in Vie Radii Nlolrt work Is SUMW or Mourned. 2. n shah be sits COI*W Oh nMsporisAfty Io M1MMn *may C FMRtt MNUMhout site IS Q jisct; failure a do so may result in removel and AproNtMnt d the dsdeMe work. 3. 0 is the mapor Mmily of the CorMnaolor to tai ww coadlnals MI 0onalructlon west late rrspeoWe Oft oompanies. The octrtlrwlor 00 =ftm a If» opprWW* Oft company's ROSS, rpulaWFIG. and prooedtM 601 Order to OOWn their approval for serOM 4. The ConftcW shad COMMU1110 end OOIMNIII 90 00 Owner than IN perritNs and eppruvals are oblakwd Iran 9w mpecOve Privets, CNr..GW*. 81010 and oMter approprlele egerwiss prior to starting consku0m. This Cor eolor .bait be responsible to oontlMy with the oondolons $et lorth wphkt each permit. 5. Thesis plans wort prepared without tfte baits #I WW 90 baMtg Infoanattorn. if eny yteldin or "w r' wu conditions are oncounfend NM coMeclor shah ncafy the Owner and this Engineer Wwr edht". a. Whom two proposed Mwabons appow "Min on this pions the top rnlmber 9W designals dw top of ourb the boWm number shah 1111 11011 kris bottom of this ourb at this edge d to paveme * 7. Conow wr shah oomw mud accumtOMbn tlfl M $000 rim" W4 NO" by instsllirq s lan"my Now drtve at all Wcaliats white oartr V01111 n (raft Me', es the spa. Dust slits, tw kept 10 s ntk*Mrn by trtlNzktg wahr spfNMdllltp. QNOItIrn CtMalde, wgelatlw oovisr, on sdhasives G Wier approved rtalliod - - Aral alt Mtat gels at surrounding wads by camirw0 n tadnc shay be rerroved W QaMA111W. a. The iocallort d lane utNlty servim shown b nisi" pte bWk*q on MMs plan ere epprescMnls Refer kt Via NOWectuna Plans for the OKM boafte for all udNty seftm, rttslei localiorts and diet rNMed gems M the "dkq. 9. A swfty sewer Weenout shown on 110 pMN 00 be loomed wMhkt three (7) of this oulslds aft OAdl% AN dsawA covers loWW WO pried su dem shah be heavy duty. t 0. AN poft d oaNtsc*m d the prgt m goo" end Moms wwrrs 10 ode** sauct m must be verlAed dam an acceplebla p«plNrwk and mdisrencs poird ' vwbcW y and hOrlaort" M its earliest oppatunily bd w OmbucOrtg- Any oont a between the plans and I* dale godhead must be mporlad 10 Ow ErpaW Imrneft". I t. Rehr lo site Oft Plan for horUmMM aril dknwg MW k0winaMort. 12. Rehr to the Erosion COr" Plan for erosion oontrd lrwswuS. 13. Bahr 10 the Deleft for additlortel irMorntaliort. 14. Rehr to tM for addillonN ktdolrrlrMort Dept of Cwvyu* Q�IeiOpITINM Fiarttpon KNK �d �Oe HannttCn Jose Knwts DsR. Deve cunnk#wn One Hamilton 0« j% Me. 146 1717 Pleasant Rt. One civic Sq. Noblesville, Nj AGM Noblesville, IN 460:0 Carmel, IN 46032 116 -iNi 773 -7770 671 -1444 Indwis an Corrparty Jerry Robinson P.O.flau 1700 16000 ANlsiomrwe Road Noblesville, IN 48M 776 -6661 NnM" part Aretwh 6661 N. Dalieot A". Indpls., (N 461110 ii! -4166 Ind enapow wow Co., Inc. Iril = 1 t4 iv �2Lvd. lndpiht 44 =31 0 Clay i RNItldtsl we OkUUt 10755 N. OMI Ave. fte Ind0s.,111H 46140 644 -MI Psi 1441 ii. Aullfard Ave. owmel, IN 46036 646 -I SIO HarniMOn County tall end Water Corlservatlon Dw John South iii Division it. Nowesvllle, IN 46060 773 -1401 THIS PLAN IS TO ILLUSTRATE POST DEVELOPMENT DRAINAGE FLOWS ONLY ff LL Z I 0 Z om. n. O C. Illy �a N •M c � pit r--- y N +n O_ Lai ham t z cc W tsz oc O z ]C cr •t a w cc CL SWEET: 7