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Home My WebLink About07100070 Site PlanREVEALED BY EXAMINATION OF SCHEDULE °A" AND SCHEDULE "B" OF A TITLE POLICY. NOTE: THIS SITE PLAN IS BASED ON CONSTRUCTION PLANS OR RECORD DRAWING5 AND IS NOT BASED UPON A FIELD SURVEY. MILLER SURVEYING, INC. DOES NOT-WARRANT THE ACCURACY OR-SUFFICIENCY OF THIS INFORMATION. THE CCNTRACTOR SHOULD VERIFY EXISTING CONDITIONS PRIOR TO AN',' CONSTRUCTION. ANY DISCREPANCIES FOUND UPON THIS DRAWING SHOULD BE REPORTED TO MILLER SURVEYING. INC IMMEDIATELY: FAILURE TO DO SO WILL RESULT IN THE CONTRACTORS ASSUMPTION OF LIABILITY. NOTE: THE BASEMENT ELEVATION DEPICTED tEREON HAS HELN DETERMINED AND BASED JPON THE PAD GRADES AND.OR CONTOURS TAKEN FROM THE CONSTRUCTION PLANS FOR THE SUBDIVISION. UNLESS STATED, NO INFORMATION ABOUT FLUCTUATING WATER TABLES, SOIL CONDITIONS OR SOIL TYPES WITHIN THE BUILDING AREA HAS BEEN PROVIDED OR STATED ON SAID SITE PLAN. IF DURING THE EXCAVATION PROCESS, ANY GROUNDWATER IS WITNESSED ADDITIONAL CON:ST-RUCTION TECHNIQUES SHOULD BE INCORPORATED TO ALLEV+ATE FUTURE PROBLEMS. ? O O ?`p,+roo'S 060 O??OVO?? no n \, n STR. #25 TC = 905.00 3274 LET T LANE WFS T fLLER SURVEYING 948 CONNER ST. NOBLFSVTLI..E, IN. Ph. 773-2644 c -11 - nu 11 unT 11I'm'1T n"n/ne UAI In WTIJni IT RnTA DArrC NOTE: THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATION REPORT. STIR. #736 STORM INLET W/ APPROVED SEDIMENT CONTROL DEVICE TC = 898.21 'STR. #26 TO = 900.00 0 15 30 SCALE : 1" = 30' SITE PLAN JOB NO. 03'1949- LEGEND sc = STABILIZED CONSTRUCTION DRIVE -Z = PERMANENT SEED / SOD IMMEDIATELY AFTER CONSTRUCTION B,S.L. = BUILDING SETBACK LINE L.E. = LANDSCAPE EASEMENT D. & U.F. = DRAINAGE & UTILITY EASFMFNT DESGF?!MN LOT NUMBER 21 IN GLEN OAKS AS PER PLAT OF SAID ADUTION RECORDED AS INST. #200500038530 IN PLAT CABINET 3 SLIDE 649 IN THE OFFICE OF - THE RECORDER OF HAMILTON COUNTY, INDIANA Ao_'t o 2 R. L.S. 50083 DATE: SEPT. 26, 20071 FOR: GOLLNER HOMES PAGE: 1 OF 2 }`\y 1+? 111 I I I I IIll ???''' saoe3 STATIC OF -q4;Q n IT' rgnnru LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING RECRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. ,ONTRACTOR SHALL COMPLY WITH All STATE AND LOCAL ORDIRANCI-S THAT APPLY. THIS PLAN SHALL NOT BE CONSIDERED ALI. INCLUSIVE AS THE CON7RAGFORSHALL TAKE ALL-NECESSARY- PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE ADDITIONAL ERUSIUN AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IE DEEMED NECESSARY BY ON SITE INSPECTION. SEDIMENT LADEN WATER SHALL BE DETAINED BY ROSION CONTROL PRACTICES AS NEEDED TO MINIMIZE ;EDIMENTATION IN THE RECEIVING STREAM. NO STORM DATER SHALL BE DISCHARGED FROM THE SITE IN A MANNER HAT CAUSES EROSION AT THE POINT OF DISCHARGE. WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE CARRIED FROM THE SITE BY STORM WATER RUNOFF. PROPER DISPOSAL OF ALL WASTES AND UNUSED BUILDING MATERIALS IS REQUIRED. SEDIMENT BEING TRACKED ONTO PUBLIC OR PRIVATE. ROADWAYS SHALL BE MINIMIZED. CLEARING OF ACCUM- ULATED SEDIMENT SHALL NOT INCLUDE FLUSHING WITH WATER. CLEARED SEDIMENT 5HALL BE RETURNED TO THE SITE FOR DISPOSAL SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALT. BE COLLECTED AND RE- DISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT, AND AT LEAST ONCE A WEEK. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE NTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC. ALL EXISTING STRUCTURES, FENCING, TREES AND ETC., WITHIN CONSTRUCTION AREA SHALL BE REMOVED AND DISPOSED OF OFF SITE. BURNING IS NOT ALLOWED ON SFIE. (HOMEOWNER SHALL CLEARLY MARK ANY EXISTING TREES OR STRUCTURES THEY INTEND TO KEEP) SCHEDULE OF EARTHWORK ACTIVITIES' THE DURATION CF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED AS SOON AS POSSIBLE. TEMPORARY VEGETATION OR MULCHING SHALL BE USED TO PROTECT EXPOSED AREAS IF PERMANENT VEGETATION CANNOT BE SEEDED WITHIN 15 DAYS OR ACTIVITY CEASES FOR MORE THAN 15 DAYS OR AS DIRECTED BY THE ENGINEER. TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO OCTOBER 31. STOCKPILE TOPSOIL AT ALL OTHER TIMES OF THE YEAR. PERMANENT AND FINAL VEGETATION ANU STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED WITHIN SEVEN (7) DAYS AFTER FINAL GRADING OR AS SOON AS POSSIBLE. KACANAI SO PROTE(: MN CHART 9T 4NLA?SN PlucnfE _ AHY. Nxv u.NC JV.Y um `Znr. CDC _ NO. DEC. eNr SEFA'HG _ owuul t ffmino _ o. ANC ? D 5[[gxF /// //? ///y NAa HG A - rxxruam NIu w%'..i> W AWNi 11 1- l m'T'/. n HENw 2V1CN5 muw uu Wl/?A I FNI IIKI)ttFF N!E 120 -11,% c - 91AY 'An 3 MI9HW M K D = 1 Ir, me x WNdS/AwR E _ INIDN NYDiI 4 b Iffi/HRL / 1 i8/Cm 50. EI. F_gm •/I/• _ ren.nml NCF#N uuwo An:E :TAT. AVP15F AND/[n spNWO-x r _ px . xfII`F9 FOR E rn a tfltS IFIEF fGIR:'N"+ S9 5lEf50 PREPMtATgX FtA PFAMMRPT iEIDIN[k 1.}Ri Sa R, xTATNH[ t1I mm wneNF LLVRS L?9 iIELR?inAnw?rntltu ?Anvnt.® tza?l l?N¢?uR?ilC[ .Im .?nrfc tin i s ?. Ix m ultllR/AE FR 1I[ !F'EY9 TO OE NIDII .IKr YE AI` F' W TWT mmxomn,a,m xmiZ[ W maces 9l,HE SOL ,LSZ N lu1Nti 11A6 NOT O«R. ? T ARL1Nf mO-eW M/A?]C OF 1YIY13 AVKY9£ Nt [anvuui. FWR16?4 x.I? ? ?+ bwr0°.cTN?EmxA rlx?i N?T? :'x.nE?oann?m?vrd' s NEE ?aE.xro 1¢lE D 16GMR4 YL ntiRA6Fil M[AS VISIT TO m: RtR IM 10 NYS 9WI rtnK SWACL xiwuznYWN AFPIrtY. vF01 cA»NN maNOS vnwN PAPG tAFUAm, ff wAK ra n/nc raw rNt a ? ro MTmrE cBIAFr sT.a1 WaN mmMNlwFlrs AIE WT. 1L1_/ l 411 1T \ LI EU-. x l "I Ti Yllhn , NOTE mL FS uLL NnYE T uA1W IFN4M [! ,N ? !5 nu5 Bwlk mrnL PosT NW FLUB E, _ R Y ll. SIFk'4 (W SvxINETf, ?AIL o`N'Wf 1 A fC G- 1LIxI 51P01 lO N! T wnx xsPLARw µo l0 9pP[Nr FPPllfn mw I xvu ac . wnw a?nrrc? rna,r ?rw4.0 n SILT FENCE CONSTRUCTION NTS MAFrENANfE' LVENT IF F?[YC EABRICaLTFARS ?SIM W03510Y. M IH MY AYMKCO M NFF,IFCrW. REPLACE THE AFFECTn PCR IMMEDIATELY. ~W MP M °..CEIMFNT MHN II.FAAcwS 1 THE HEIGHT OF 11 FLNCE AT In Lt)Wi51' PGNT CR 5 CAUSING THE FABRIC TD RVLGE. TATFE CARE TO A" IIMFPNNNG fi,E EFNCE WRING ¢ mr.. II ILR WE WIImwU ??Ts, BWWG T p5w uY V m rn?Dr,A D SSTEAM nIM SEDNl PROFILE STABILIZED CONSTRUCTION ENTRANCES NS MAINTENANCE'. INSPECT ENTRANCE PAD AND SEDIMENT DIGPOSAL AREA WEEKLY AND AFTER EACH STORM EVENT OR HEAVY USE. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. TOP DRESS WTH CLEAN STONE AS NF.F,DED. IMMEDIATELY REMOVE MOD AND SEDIMENT TRACKED OG WASHED ONTO PUBUC/PRWATE ROADS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. - NRC SEQTION 102.07 NOTE ON IN A MANNER COMPLIANT Wk7H ALL STATUTES AND IV) BUILDER MUST COMPLY WITH ALL ORDINANCES GOVERNING V) BUILDER SHALL NOT ALTER ELEVATIONS OF ADJOINERS LOT. MONITORING PROGRAM FOR THIS PROJECT SITE. BUILDER MEASURES UNTIL SITE IS STABILIZED. I) BUILDER TO INSTALL TEMPORARY CONSTRUCTION ENTRANCE PRIOR TO ANY EARTH DISTURBING AC{IVITY. II) BUILDER TO INSTALL SILT FENCE OR APPROVED EQUAL BUILDER TO INSTALL AND/OR MAINTAIN INLET SEDIMENT PROTECTION. III) BUILDER TO CLEAN MUD FROM STREETS AND ALLEYS DAILY. CLEARED SEDIMENT MUST' BE REDISIRIHUTED OR DISPOSED REGULATIONS. SITE EROSION AND SEDIMENT CONTROL AND THE APPROVED EROSION CONTROL PLAN FOR THE DEVELOPMENT. BUILDER TO ENSURE SEDIMENT /EROSION DOES NOT LEAVE THE LOT. Vl)THE OVERALL SELF MONITORING PLAN AND PROCEDURES AS APPROVED FOR THE DEVELOPMENT SHALL BE USED IN CONJUNCTION W171-1 'IBIS PROPOSED SITE PLAN. VII) BUILDER TO OBTAIN A REFERRAL FROM THE DEVELOPER FOR THE "QUALIFIED INDIVIDUAL" IN CHARGE OF THE MANDATORY STORM WATER POLLUTION PREVENTION SELF 70 ENSURE THE NECESSARY DOCUMEN'f5 FLANS AND PROCEDURES ARE IN PLACE PRIOR 70 THE COMMENCEMENT OF CONSTRUCTION. VIII) BUILDER IS RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL SITE PLAN PAGE: 2 OF 2 JOB NO. 831949 \\T\rll lil klHryHq? yr ND. ''':? '= 50OM `- ?. STATE OF V HEREBY CERTIFY THAT THE DRAINAGE WAYS, PAD ELEVATIONS, AND EROSION AND SEDIMENT CONTROL MEASURES ARE CONSISTEN WITH THE OVERALL DEVELOPMENT PLANS SEP 2 0 2007