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07100081 Site Plan
"Group .zE3jl Surv4E?yQrs 3 West Carmel Drive, Carmel, IN 46032 317.844.3333 F 317.844.3383 www_seagrouplic.com 00.0 PROPOSED GRADE PER PLAN GRD41ND WATER FLOW SANITARY SEWER LINE rn-- STORM SEWER LINE WATER LINE ------- EASEMENT LINE - BUILDING SMACK LINE ,ryl Q$' p'JpOP S?Gry?Q QQ, s ?h? DSO/ L y e? l GARAGE FFE=9©5.9 6 ryNO° P 60 ? O rm,,V 5.D _aftK FFE=895.7± DENOTES LOCATION PER CDN STRUCTION PLAN DRAWINGS. CONFIRM BEFORE OONSTRUCTION OF 6" SANITARY LATERAL AND HATER SERVICE LINE. VOTE: CONCRETE APRON TO HATCH EXISTING ALLEY EDGE OF PAVEMENT :LEVATION ALL MUD IN STREETS FROM TRUCKS LEAVING LOT TO BE CLEANED AT THE END OF EACH DAY. SILT FENCE TO BE USED WHERE NEEDED TO KEEP M.UD OFF OF STREETS AND OUT OF STORM SEWERS. AREA OF WATER TAP TO BE BACKTILLED WITH GRANLAR MATERIAL TO WITHIN 10" OF TOP OF CURB. AREA OF WATER TAP TO 9E RESTORED TO ITS' ORIGINAL CONDITION PRIOR TO CONSTRUCTION. ALL SERVICE LATERAL CROSSINGS AT CURB ARE STAMPED SS= SANITARY SEWER SD= SUBSURFACE DRAIN W= WATER MINIMUM SETBACKS Lin Side = 0 Feet / one side must be Min. 5 Feet Min. Rear = N/A Aye= 20$ lot wi th at B L Md Peef7 by. DJR 4 LOT# 37 4,760 S.F. operty Desaipbm It Number 37 in Village of Westclay, Section 5003, Block D, Lots 31-42 an Addition in L ninon County, Indiana, as per plat thereof recorded as Instrument Number 0400077ff0 found in the Office of the Recorder of HatniHon County, Indiana. PLOT PLAN Scale: 1"=20' Date: Auc. 22, 2007 NOTE: (PRIMARY AREAS - WESTCLAY) MAX. HEIGHT: 30' BUILD-UP LINE: 2 STORIES MAX. COVERAGE: 50% NOTE: PAD ELEVATION SHOWN IS PER PLANS AND IS NOT THE AS-BUILT ELEVATION. NOTE: THE INFORMATION FOR THE ELEVATION DIFFERENCE BETWEEN THE PRIMARY FINISHED FLOOR ELEVA7ION TO THE TOP OF BASEMENT WALL AND TO THE BASEMENT FINISHED FLOOR WAS PRONGED BY THE BUILDER. LOCATION OF UTIUTIFS ON PLOT PLAN ARE GENERAL LOCATIONS PER PLAN AND SHOULD BEVERFIED IN THE nELC. GRANULAR BACKFILL SUGGESTED UNDER DRIVEWAY AT SANITARY SEWER LATERAL TRENCH, WATER LINE TRENCH AND ANY OTHER EXCAVATED AREAS. (IF SITUATION OCCURS) PROPOSED FIRM & MSY RESIDENCE FFE=905.7 Prepered For: Diamond Stor Homes Revised: AuG.29, 2007 12916 Tradd Street O,Q 110' THIS PLOT PLAN WAS PREPARED BASED ON INFORMATION TAKEN FR( RECORD PLATS, SUPDIVI PLANS, RECORD DRAWN AND PLANS PROVIDED CLIENT. IT 15 THE RESPONSIBILJTY OF THE CONTRACTOR TO VERIFY CONOITIONS PRIOR TO CONSTRUCTION AND N0" THE S E A GROUP LLC BRENWICK OF ANY DISCREPANCIES. LOCATION OF UTILITY LATERALS ON PLOT PLA ARE GENERAL LOCATION PER PLAN AND SHOULD VERFIED IN THE FIELD. NOTE: BUILDER TO ENSURE PC FLOW AWAY FROM STRUCTURE. NOTE: SUMP TO BE PLACED B' BUILDER AS NEEDED. NOTE: BUILDER IS TO GRADE SIOEYARD SWALE GRADES SHOWN ON THIE PLAN. IF BUILDER IS UNABLE TO ACHIEVE POSITIVE DRAINAGE AWA FROM PROPOSED STRUCTURE, THE ENGINE SHALL BE CONTACTED. BUILDER IS NOT TO DE4 =ROM GRADES SHOWN C THIS PLAN WMTHOUT THE CONSENT OF BOTH THE ENGINEER AND BRENWIO FLOOR ELEVATIONS AND PAD GRADES DEPICTED THIS PLOT PLAN IS GEE FOR REVIEW BY BRENW DEVELOPMENT. THE PUII IS,CAUTICNED THAT SAI INFORMATION IS SUBJEC TO CHANGE. NOTE: (SECONDARY A - WESTCLAY) MAX. HE 35' ON LOTS 100' AN[ LARGER (TO EVE LINE; ON LESS THAN 100' M COVERAGE: 50% yry? I i r i No. LS20200083 STATE OF IER MUST COMPLY WH ALL YARD LIGHT & MAILBOX TO BE BUUdW to t Mtn'. ' atenwIl i DANCES GOVERNING SITE EROSION INSTALLED PER SUBDIVISION 574-MMIDa0110111drm1 dwhoLm oEari& MMTrM= COVENANTS & RESTRICTIONS G r o u 514' 11 6q BUACWtoo?l ?o ®? aibwwick bfftwest 33 West Carmel Drive, Carmel, IN 46032 y pinvateuprimBustwiii 317.844.3333 F 317.844.3383 dwiririgl?pmJectfcr www.seagroupllc_com by,, s•pj? C81t ?Bi?WB ? t0 BRfY.t ? 01 t0 asstme ills Ise pr?r6oaxmvation. 00.0 PROPOSED GRADE PER PLAN - GROUND WATER FLOW -?- SANITARY SEWER LIRE m STORM SEWER LINE [e46iL 14k a? As en m WATER LINE ___________________ EASEMENT LINE Ot;3. °r'f'petC?pur' ® . - - - - - BUILDING SETBACK LINE ?? PEl zNe t ,l R?? P? e®?p' a . HL;LDER T"O 1 FAL1. A ti MPORARY CONSTRILI e 1 RA NTRAIti(:E PRIOR TO ANY \ FH 1)ISI l: ,_E ACTIVITY ? `f V1 Q`p _ y? ? _ Bt]H_DL7i T) INS ."I I. 511-T FENCE OR :APPROVED LC?MA! O>pkf?Y p,O BUILDER SHALL NO'I A1_7TR 1-:1 EVATIOWN C)` AD10fNERS LOT b 5.0 y S0 R PUIT_DER TO ENSUAIS POSITIVE DRATKAGE ;?W.AY FROM STRUC'ftIRE. 2?e 'Sp, BUfLDER TO t'[ }AN g, YII ID FROM STREET;.S AND ALLEYS AT THE I EKD OF-EACH DAYS I I I'fllti 57R FfTI;1A AC7iV7T7 A DENOTES LOCATION PER CONSTRUCTION PLAN DRAWINGS. CONFIRM BEFORE CONSTRUCTION OF 6" SANITARY LATERAL AND WATER SERVICE LINE. NOTE: CONCRETE APRON TO MATCH EXISTING ALLEY EDGE OF PAVEMENT ELEVATION ALL MUG IN STREETS FROM TRUCKS LEAVING LOT TO BE CLEANED AT THE END OF EACH DAY. 1-%04t- R SILT FENCE TO BE USED ? WrERE NEEDED TO KEEP a• t ® MU OFF OF SEETS OUT OFF STTORMSEW'ERS. ND f?G ! ?7 + I AREA OF WATER TAP' TO BE BACKFILLED WITH GRANULAR MATERIAL TO WITHIN 10' OF TOP OF CURB. ?? ?f° '1P® AREA OF WATER TAP TO BE RESTORED TO IW ORIGINAL CONDITION PRIOR TO CONSTRUCTION. ALL SERVICE LATERAL CROSSINGS AT CURB ARE STAMP SS= SANITARY SEWER D= SUBSURFACE DRAIN = WATER MINIMUM SETBACKS Ain, Side = 0 Feet / one side must he Mina 5 Feet Ain. Rear - IN Ago. = 209 lot width at B.L. (6.8 Feet) ' Y AREAS - WESTCLAY) MAX. HEIGHT: 30' BUILD-UP LINE: 2 STORIES MAX. COVERAGE: 50R NOTE: PAD ELEVATION SHOWN IS PER PLANS AND IS NOT THE AS-BUILT ELEVATION: NOTE: THE INFORMATION FOR THE ELEVATION DIFFERENCE BETWEEN THE PR€MARY FINISHED FLOOR ELEVATION TO THE TOP OF BASEMENT WALL AND TO THE BASEMENT FINISHED FLOOR WAS PROVIDED BY THE BUILDER. LOCATION OF UTILITIES ON PLOT PLAN ARE GENERAL LOCATIONS PER PLAN AND HOULD BE VERFIED IN THE CKFILL SUGGESTED UNDER DRIVEWAY AT SANITARY SEWER LATERAL TRENCH, WATER LINE TRENCH AND ANY OTHER EXCAVATED AREAS. (IF SITUATION OCCURS) 9li N_U iT1 TO T:,TABLNII .AND OR 91 AI ? EN.IN INLET SEDRM1-_N7 P?20TEC YIn\BUIE.D_P Si li..L •NOI AtTHI' F LEVA710ti 01 17I:A]NAF.E SR'ALF5, INLETS. FPE HYDRAN 'W,r,FER V'a1VPS OR tiIa]NTIULE THIS PLOT PLAN WAS PREPARED BASED ON INFORMATION TAKEN FI RECORD PLATS, SU13DII PLANS, RECORD DRAW AND PLANS PROVIDEC CLIENT. IT IS THE RESPONSI131UTY OF THE CONTRACTOR TO VERIF CONDITIONS PRIOR TO CONSTRUCTION AND N( THE 5 E A GROUP LL(: BRENWICK OF ANY DISCREPANCIES. LOCATION OF UTILITY LATERALS ON PLOT PL ARE GENERAL LOCATIOI PER PLAN AND SHOULI vERnED IN THE'. EELD. NOTE: BUILDER TO ENSURE PI FLOW AWAY FROM STRUCTURE. NOTE: SUMP TO BE PLACED E BUILDER AS NEEDED. NOTE: BUILDER IS TO GRADE SIDEYARD SWAL GRADES SHOWN ON TH PLAN. IF BUILDER IS UNABLE TO ACHIEVE POSITIVE DRAINAGE AW FROM PROPOSED STRUCTURE. THE ENGIN SHALL BE CONTACTED. BUILDER IS NOT TO DE FROM GRADES SHOWN THIS PLAN WITHOUT TH CONSENT OF BOTH THE ENGINEER AND BRENM NOTE: THE FINISHED FLOOR ELEVATIONS ANI PAC GRADES DEPICTED THIS PLOT PLAN 15 OP ..FOR REVIEW BY BRENW DEVELOPMENT. THE BUI IS CAUTIONED THAT SP INFORMATION IS SURJEI TO CHANGE. 4100 dal' LSl BUILDER TT) i'.4,j URE, SEDIMENT' AND OR EROSION DOES NOT LEAVE THE LOT 10 N Al A.v HUI LEE1 R'I (1 I'J'ILTZli TBM'S AT'COP Or CURT3 TO L1STAEii.ISH LOT AND S!'RIJ( _'i I IRIS EI.I_'VATIOAI3 35'nON LOT 00' AN LARGER ( E LIN E ON LE55 AN a' F ?v %1b 19 44 y?? rTInr. g ?? ADP OI it L;) av 5. PG€1R SHAI.1. BACRFILS AREA Or WMI;R TAP WITS€ C;AANUL AR. NtATI=RIAL 10 ..-yNT) RFSTC)II GROUND 70 nPIGTNA[ 1 [t,"Dr:7ON operty Desaiption: It Number 37 in Village of Westclay, Section 5003, Block D, Lots 31-42 an Addition in Im1'lton County, Indiana, as per plat thereof recorded as Instrument Number 0400077t10 found in the office of the Recorder of Hamilton County, Indiana. PLOT PLAN Scale: 1"=20' Date: Aug. 22, 2007 k? GARAGE FEE=905.9$ LOPS 37 4,760 S. F. Drown by. DJR Revised: I-y ja BJILU$R S7T.ALI. AOl nI_Tra IsI.[:vAr[oN OF AL)i 01NFR3 LD"I' Prepared For: Diamond Star Homes FIRM & MSY Residence: 1.2916 Tradd Street PROPOSED RESIDENCE . rtlu „ ?41•'? TDP Or CUiiA AT LOT';,INP 1.1)] V it) IN' c3iT ET _% CF. I APYROVEiJ !'-f; Lsza2ooos3 ' No. ` STATE OF ILZI? I -