1 2 3 4 5 6 7 8 9 10 11 12 13 14 lS 16 17 18 19 1 2 3 4 5 6 7 B z 9 0 0 0 � 0 � 0 w •w<a �< I �o 11 � N �� �� ---- �� .o Q >l' I .� � •• ---- ow :r1 :§ a: :,: •• 0 ;; �8 " zZ < 8 ;; Q !il lll:(j 0 - 5N•• " . <c ' GENERAL NOTES PT OO IPNOTGSROA FP HCYO NS HN OE CWTNI OONN, EP TL AC N. HS HOEWE ET VS EIRS; ITNHTEE NE DX AE CD TT LOO SCHA OT IWO NT HAEN DG EQNUEARNATL I TL IOECSA TS HI OANL LOBFE F VE ENRCIEFSI ,E DC UALTV ET RHTES T, IDMREI VOEFS ,C EOXNISSTTRI NUGC TUI TOINL .I T l E S , NT HO ER THHO AR MI ZEORNI CT AA NL LDOACTAUTMI O( NN ADOA T8 A3 ) I. S EBLAESVEADT IUOPNOSNATRHE EB IANSDEIDA NOAN STTHAET E1 9P8L8A NN EO RC TOHO RA DMIENRAI TC EA NS YVSETRETMI C(AWL EDSATTZUOMN (EN) ARVEOF E8R8E) .N C E D T O T H E 1 9 8 3 CTHOENSCTORNUTCRTAIOCTNOIRS STHOABLLEGCIANL.L INDIANA UNDERGROUND SERVICES AT 811 PRIOR TO ANY CONSTRUCTION TWO FULL WORKING DAYS BEFORE TA HL TEHLOOUCGAHT I TOHNE OS EF PELXAI SNTSI NH GA VUET AI LTITT EI EMSP TE ET DC . TSOH OS HWONWO AN L TL HEEXSI ES TPILNAGN SU TAIRL IET NI EOST, TT HH EE EC XOANCTTR AL COTCOA RT I SOHNASL BL UNTO OT NALSYS UA MGEE NA EL LR AELX ILSOT CI NA GT I OU TN I. L I T I E S HC OA VNES TBREUE NC TSI HO ON WA RNE. ATSHAERREE FCOL RE AE RILTYSMHAARL LK EBDE ITNH ET HCEO NF ITERLADCPTROIROSR RTEOS PAONNYSCI BOINL SI TTYR UTCOTSI OE EN TI NH ATTH EA LALREEXAI.S T I N G U T I L I T l E S W I T H I N PORFOSPUERRVTEYYLBINYEMSI,DWWHEESRTEERSHNOEWNGNI,NAEREERSB,AISNECD. ON COUNTY PLAT RECORDS. THE SAID PROPERTY LINES ON THESE SHEETS ARE BASED ON A PLAT DT HU SE TC EOMNITSRSAI COTNOSR. SAHL LA LALR BE AE SR DE QI SUTIURRE BDETDOBIYMCP OL ENMS ET NR UT CDTUI OS TN CSOHNA TL LR OB EL MS EEEADSEUDR EOSR( SSUORDFDAECDE, WU NE TL ETSI NS GO)TAHSE RNWE CI ES SE SSAHROY WT NO. M I N I M I Z E F U G f f i V E ETNHGEICNOEENRTRPARCIOTORRTOSHAOLRLDBEERIRNEGQNUEIRWEDSTTROUFCITEULRDEVSE. RIFY EXISTING STRUCTURE AND PIPE DATA AND REPORT ANY DISCREPANCIES TO THE M FFL O E O R T W E A RA N B A Y L D E E J X U F C I S A L T L V M . A ETNI OT SN OWRI TRHEILNO PC AA VT EI OD NASR, EFAI RS EF OH YR DMRAANNHT ORLEEL AO DC JAUTSI OT MN SE ,N ET TS C, .V, ATLHVEE CBOONX TARDA JCUTSOTRM SE HN AT LS L, IRNELPELTA CA ED JTUHSET ME XECNATVSAOT RE DR EMLAOTCE ARTI IAOL NWS I, T H THE CONTRACTOR SHALL NOTIFY, IN WRffiNG, THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS. CAIlTlYC/TOONWSTNR, UOCRTILOONCAMLERTEHQOUDISRE&MMEANTTESR, IWALHSICMHUESVTERCOHNAFSOJRUMRITSODICCUTRIORNE.NT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, FINAL GRADES AT THE PROJECT BOUNDARY SHALL MATCH EXISTING ELEVATIONS UNLESS OTHERWISE SHOWN. WWAHTEENRPMERAFNOARGMEMINEGNTGRTAODCINOGNTORPOELRAMTOIOISNTSURDEUROIFNSGOPIELRSI.ODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING DRAINAGE AND GROUND AT FA TNEDRE MS T- AR XI PL PE I DN UG MTPO PT SROU ICLK, TT HO EDSEUT BE GR RMAI ND EE LS OH COAUTL IDO NB ES PORF OAONFY- RPOOLCLKEEDT WS OI TFH UANNS UA IDTEAQBUL EA TMEAL TY ELROI AA DL .E DA RVEEAHSI CELXEC ES US SC IHV EALSY AD FEUF LL LE YC TLIONAGDSEHDO U L D BAER EDAESL IWN IELALT BE ED .D ERTEECROMMI MN EE ND DAATT ITOHNE ST FI MO RE ODFR YCIONNGS, TARMUECNTDI OI NNG B, YA NT DH /EOCRORNETMROA VC AT LO RO' FS AGNE YO TUENCSHUNI TI CAABLL ET EMSATTI ENRGI ARLE PWRIETSHEINNT TA HT IEV PE R. O P O S E D P A V E D DCOEMNOTRLIATCITOONRRSEHQAULILREBDE RTEOSRPEOCNESIIVBELESIFTOERIMREPVRIOEVWEIMNEGNATLSL. DRAWINGS ANO SPECIFICATIONS TO DETERMINE THE EXTENT OF EXCAVATION AND CONTRACTOR SHALL COORDINATE ALL WORK WITH THE OWNER AND ITS REPRESENTATIVES. DCOEVNETLROAPCETROPRRSIHOARLTLOFOTLHLEOSWTAARLTL OTEFRCMOSNASNTDRUCCOTINODNff.iONS OF THE CONSTRUCTION STORMWATER GENERAL PERMIT TO BE OBTAINED BY THE All UNPAVED DISTURBED AREAS SHALL RECEIVE 8" MIN. OF TOPSOIL TO FINAL GRADE FOLLOWED BY SOD OR SEED AND STRAW. PTLHAENWS.IDTH OF ALL CONNECTING PRIVATE SIDEWALKS SHALL MATCH THE WIDTH OF THE EXISTING SIDEWALK UNLESS OTHERWISE NOTED IN THE CS AONNITTRAARCYTSOERWTEOR ,P AONTDH OWL AE TAENRDI NV FE RR AI FSYT RDUECP TT UHROE F. ACLOLNUTTRIAL CI TTIOE RS SP HR IAOL RL NT OO TSIHF YO PE NDGRIANWE EI NRGOSFUABNMYI TDTIAS LCSR EFPOARNACLI EL SP ROOR PCOOSNE FDL ISCTTOSR. M S E W E R , GRADING, UTILITIES, & DRAINAGE NOTES IANLLA CWCOORRKDRAENLCAETWI NIGTHT OP LIANNSST AWL LHAETRIEOANP, PRLEINC AOBVLAET, IAONNDOARPMP LOI CDAI FBILCEA TS TI OANT EOCFOWDAETSE. R , D R A I N A G E , A N D O R S E W E R S E R V I C E S S H A L L BE P E R F O R M E D THE CONTRACTOR SHALL VERIFY All DIMENSIONS AND GRADES ON THE FOUND AND REPORT ANY DISCREPANCIES IMMEDIATELY TO THE OWNER. AA LBLR UGPRTA DGIRNAGD EI S CTHOA NB GE ESSMAONODT HM EAENTD LCI NO EN TAINNDU OG UR AS DWE HOEFR EE XPIRS OT IPNOGS ECDO NS UO Rf fFiAOCNESS WM IETEHT NE XE IWS TI IMNPGR SOUVRE FMAECNETSS. . E L I M I N A T E R O U G H S P O T S A N D CONTRACTOR SHALL MAINTAIN POSffiVE DRAINAGE {1.5% MINIMUM) AWAY FROM ALL BUILDING FOUNDATIONS AND STRUCTURES. CONTRACTOR SHALL ENSURE ALL AREAS ARE PROPERLY DITCHED TO DRAIN, WITH NO SURFACE WATER PONDING OR PUDDLING. BMEI N1I:M5 0U MO RC R2 O%S. S ASNL OY PDEI SOCNR EAPl Al NWC AI EL SK WN OA YT S AWL LIOL LWBI NE G1 :T1H0 0I S OTRO 1O. 0C%C UTROSPHRAOL LV IBDEE RPEOPSOf fRiTVEED DTROA ITNHAEGOE .W NMEARX IPMRUI OMRA TL LOOCWOANBTLIEN UC RI NOGS SWSOLROKP. E W I L L FAILNLI SL IHTEI LDI TGYRGA RDAETAENSD, CAODVJEURSST,EODRT OO TPHREORVSI DUER FAASCME OEOL ETMHETNRTASNISNmT EONND EADT TAOl lBEEDEGXEPSO. S E D AT G R A D E S H A L L B E F L U S H W I T H T H E A D J A C E N T EDXACMAAVGAET ITOON ERX EI SQTUI INRGE DU TWI LI TI THYI NL IPNREOS XOI MR ISTTYROUFC TK UN ROEWS NC AE UX ISSETDI NDGU RU ITNI GL I TCYO NL ISNTERSU SC HT AI OL NL BOEP EDROANTEI OBNY SHAATN DN .O TC OC NOTS RT ATCOT OT RH ES HOAWL NL ERRE.P A I R A N Y WVEHRETRIECANLECWUREVAERSTHOWRORROKUMNDEESTAETXAISLLTITNOGPEAANRDTHBWOTOTROKM, COOFNSTLROAPCETSO.R SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING EARTHWORK QUANTITIES CUT (CYS) FILL (CYS) NET (CYS) 11472 11073 399 Electric: P J C e H e r n : e t m 8 e 1 r i P a 2 h o -4 in Q 9 t 1 . E - P 4 n a 7 e r 5 r k g 4 e y r jeremiah.parker@centerpointenergy.com PTSeClephone: 1S1a 8i n7t 7 MEe. i nS rt aa dt e, IRNo a4d7 56727 PH: 800-511-4899 2 IA n 4 T d 0 & i a T N n .aMpoelriisd, iaINn S46t.2, 0R4oom 1791 PH: 317-265-3050 Cable: P1S18C77 E. State Road 62 PSHa i:n t8 0M0e-i5n1r a1d- 4, 8I9N94 7 5 7 7 I 2 A n 4 T d 0 & i a T N n .aMpoelrisid, iaINn 4S6t.2, 0R4oom 1791 PH: 317-265-3050 IVNi nDcIeAnNnAe sDDEiPsAt rRi cTt M, VE Ni nTc eOn Fn eTsR, AI NNS4P7O5 9R1T A T I O N PH: 812-882-8330 SJaPmENesCESReiCleOr,UDNisTtYricCtO1MMISSIONERS HMeaal ctohlemr G( Mriaecs,) DWisetbribc,t D2i s t r i c t 3 2Ro0o0mMa6in St. PR Ho :c k8p1o2r t- 6, 4I N9 - 64 70 60 43 5 UTILITIES I I � � Know what's below. Call before you dig, Gas: C30o3mNm.uWniatyshNinagtutoranl SGta.s Co., Inc. D PPH . a O l : e . 8 , B 1 I o N 2 x - 9 4 3 3 7 2 7 5 0 - 2 2 3 3 76 Fdaaxle: @81c2o-m9m37u-n4i8ty6n0aturalgas.com D 5 U 3 a n 3 l - e G , E a . I s N M e 4 d 7 c 5 a 2 l 3 f St. Pf aHx: : 880102- -845204- -49308506 Water: 1T0o3wn of Dale s. Wallace St. DPHal:e8, 1IN2-943775-223086 STeowwnero:f Dale D3 7a 9l e4, EI N. 14870502 3N . PH: 812-937-2040 SHEET NO. 1 2 3 4 5 6 7-8 9-10 11-12 13 14-18 19-21 22-23 24-25 26 27-28 29-33 34-35 36 37-38 39 40-45 SHEET INDEX DESIGNATION COVER INDEX AND GENERAL NOTES EXISTING SITE PLAN SITE PLAN - OVERALL PLAT OF SURVEY PLANNED UNIT DEVELOPMENT SITE LAYOUT PLAN SITE GRADING PLAN STREET PLAN & PROFILE UTILITY PLAN - STORM & SANITARY SANITARY PLAN & PRORLE STORM PLAN & PROFILE STRUCTURE DATA TABLES PIPE MATERIAL TABLES lfTILITY PLAN - WATER TYPICAL DETAILS T'/PICAL DETAILS - SANITARY T'/PICAL DETAILS - WATER EROSION CONTROL PLAN EROSION CONTROL DETAILS STORM WATER POLLUTION PREVENTION PLAN SECTION SHEETS ALONG STREET ALIGNMENT PR-A REVISIONS LOCAL AGENCIES SHEET NO. DATE REVISED LEGEND 6"W---- -W----<88--W--- _f ___ W !: ==:::18t::1 = ------;81--- Existing Water Main and Size Existing Gate Valve Existing Flush Hydrant Existing Fire Hydrant Existing Storm Sewer & Manhole Existing Sanitary Sewer & Manhole I • • I Existing Sidewalk �------� I I Proposed 4" Concrete Sidewalk �------� f�O�O�O� ol Proposed Tactile Warning ------ Proposed Water Main 0 Proposed Gate Valve -0?- Proposed 3-Woy Fire Hydrant & Gate Valve Proposed Storm Sewer □ Proposed Inlet 0 ..-a-, - - - HT--- -----£----/- - Tree Buried Telephone Cable Gos Main High Tensile Fence Woven Or Barbed Wire Fence Wrought Iron Or Chain Link Fence Electric Or Wood Fence Utility Pole With Guy Wire INDEX AND GENERAL NOTES • z 0 REVISIONS 4/25/25 BID SET C lll2l Midwe.st�rn T.:ngineer,;. ]rn;. 802 West Bro:idw�y Street P.O. !lox 295 Loog_ootec. Indian:. 47553 DATE APRIL 2025 DESIGN CWRi'.EKPi'.BDH DRAWN DRKi'.MKW Q,C. CHECK PROJECT NUMBER 2024072-02 2 2 OF 45 I Fllf NUMBER I 44753 Do Not Use Plan Previews for Take Off
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