The URL can be used to link to this page

Home My WebLink AboutPlot plan drainage pond revision311.9'25.3' 25.3'291.2'PROPOSED RISER TC.=903.50 INV.=900.25 PROPOSED END PIPE W/ANIMAL GUARD (N)(6")INV.=900.0 PROPOSED RISER TC.=903.00 INV.=900.45 PROPOSED RISER TC.=903.50 INV.=900.74 PROPOSED RISER TC.=903.00 INV.=901.26 PROPOSED 6" S.S.D. @ 0.20% (TYP.) NOTE: ALL ROOF DRAINS ARE AT THE REAR OF THE RESIDENCE. ROOF DRAINS TO DRAIN INTO THE PROPOSED STORM SUBSURFACE DRAIN AS SHOWN. SUMP PUMP DRAIN WILL DISCHARGE AT THE REAR OF THE HOME INTO THE PROPOSED STORM SUBSURFACE DRAIN AS SHOWN. PROPOSED DRY DETENTION AREA 0.47 ACRES 6' BE R M 6' BERM 6' BERM6' BERMINV.=899.65 PROPOSED SWALE AT 1.00% 4 : 1 S L O P E 4 : 1 S L O P E 4:1SLOPE 4:1 SLOPE 4:1SLOPEPROPOSED END PIPE W/ANIMAL GUARD (SE)(6")INV.=897.00 W PROPOSED 6" S.S.D. @ 0.20% (TYP.) CURB INLET #8164 T.C.=902.06 16" CPP INV.=897.81 S 12" CPP INV=898.07 E 12" CPP INV=898.28 W EXIST. 12" CPP INV.=896.89 EXIST. 12" CPP INV.=897.00 INV.=899.00 PROPOSED 6" PVC PIPE W/ANIMAL GUARDS NOTE: EXISTING PIPE IS NOT A STORM INFRASTRUCTURE PIPE AND DOES NOT DRAIN TO ANY STRUCTURES. CONTRACTOR TO REMOVE AND RE-GRADE AREA WITH CLEAN TOP SOIL PLACED AT THE FINISH GRADES SHOWN ON THIS PLAN. PROPOSED 10' WIDE WEIR EL.=902.30 PROPOSED 10'X10' 6" RIP-RAP ON FILTER FABRIC 900 90 1 90 1 901 9 0 1 901 90 1 901901902902 902 903 903 903 904 25.3' PROPOSED RISER TC.=903.50 INV.=900.25 PROPOSED END PIPE W/ANIMAL GUARD (N)(6")INV.=900.0 PROPOSED RISER TC.=903.00 INV.=900.45 PROPOSED RISER TC.=903.50 INV.=900.74 PROPOSED RISER TC.=903.00 INV.=901.26 PROPOSED 6" S.S.D. @ 0.20% (TYP.) PROPOSED DRY DETENTION AREA 0.47 ACRES 6' BE R M 6' BERM 6' BERM6' BERMINV.=899.65 PROPOSED SWALE AT 1.00% 4 : 1 S L O P E 4 : 1 S L O P E 4:1SLOPE 4:1 SLOPE 4:1SLOPEPROPOSED END PIPE W/ANIMAL GUARD (SE)(6")INV.=897.00 W PROPOSED 6" S.S.D. @ 0.20% (TYP.) EXIST. 12" CPP INV.=896.89 EXIST. 12" CPP INV.=897.00 25.3' INV.=899.00 PROPOSED 6" PVC PIPE W/ANIMAL GUARDS NOTE: EXISTING PIPE IS NOT A STORM INFRASTRUCTURE PIPE AND DOES NOT DRAIN TO ANY STRUCTURES. CONTRACTOR TO REMOVE AND RE-GRADE AREA WITH CLEAN TOP SOIL PLACED AT THE FINISH GRADES SHOWN ON THIS PLAN. PROPOSED 10' WIDE WEIR EL.=902.30 PROPOSED 10'X10' 6" RIP-RAP ON FILTER FABRIC (EXISTING DRIVE) 000.0 x DENOTES SOIL BORE DENOTES PROPOSED FINISH GRADE ELEVATION DENOTES PROPOSED DRAINAGE FLOW DENOTES EXISTING GRADE ELEVATIONS DENOTES TEMPORARY BENCHMARK 00.0 LEGEND DENOTES STOCK PILE AREA DENOTES UNDISTURBED AREA DENOTES SILT FENCE (OR APPROVED EQUAL) DENOTES TEMPORARY CONSTRUCTION ENTRANCE DENOTES PERMANENT SEEDING NOTE: CONTRACTOR TO COMPLY WITH ALL APPLICABLE SECTIONS OF THE "INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS" PUBLISHED BY THE DIVISION OF SOIL CONSERVATION, INDIANA DEPARTMENT OF NATURAL RESOURCES, OCTOBER 1992, FOR THE PROPER INSTALLATION AND MATERIALS USED FOR ALL EROSION CONTROL MEASURES SHOWN ON THESE PLANS. DENOTES STRAW BALE DAM (OR APPROVED EQUAL) SB NOTE: ANY DISTURBED AREA LEFT UNDISTURBED FOR 15 DAYS SHALL REQUIRE TEMPORARY SEEDING BENCH MARK INFORMATION:PART OF N.W. 1/4 SECTION 28-T18N-R3E Clay Township, Hamilton County, IndianaTBM = IRON ROD ELEVATION = 901.60 NOTE: THE PROPOSED RESIDENCE IS IN A SPECIAL FLOOD HAZARD IN ZONE "X" PER THE FEMA FLOOD INSURANCE RATE 18057C0205G MAP NUMBER , DATED NOVEMBER 19, 2014. THE ACCURACY OF THIS FLOOD HAZARD STATEMENT IS SUBJECT TO MAP SCALE UNCERTAINTY AND TO ANY OTHER UNCERTAINTY IN LOCATION OR ELEVATION ON THE REFERENCED FLOOD INSURANCE NOTE: ALL STOCK PILES TO BE REMOVED General notes 1)Proposed 1st floor elevation of PROPOSED RESIDENCE shall be 904.8 2)The proposed finish floor and finish grade elevations shown are minimum elevations in order to provide positive surface drainage away from the proposed residence. The finish grade elevations shall not in any way shed surface storm water flow onto the adjoining properties unless provisions have been made with the adjoining property owners and the governing jurisdiction. shallow flow lines shall be made by the finish grade subcontractor along the common lines with adjoining property owners to direct the storm water flow as shown on this plot plan. The builder shall notify this firm if field adjustments are made lowering than the elevations shown or redirecting the surface storm water flows. 3)The dimensions shown on the proposed residence are based upon plans provided by the builder. Prior to construction the builder shall verify no changes have been made from those shown hereon. 4)This plot plan has been prepared for use in obtaining a building permit and is not intended to identify lot or property lines. The dimensions shown to lot lines or lines representing property lines are shown based upon limited field evidence of said lines and the dimensions are subject to the same limitations which might affect the accuracy of the dimensions. 5)No wetlands shall be disturbed during or after the construction of the site improvements. 6)Any subsurface drainage tiles encountered during the construction of the site improvements shall be protected from damage and if necessary rerouted with the drainage flow within perpetuated. If said tile is damaged, repairs shall be made immediately to restore the tile to its original condition. 7)Disturbed areas are to be re-seeded as soon as practical however disturbed areas which remain unworked for longer than 15 days shall be treated with temporary seeding. 8)The builder and/or any underground site contractor shall call Indiana 811 to verify the location of the underground utilities on this site and report any conflicts to M J Gibson land surveying prior to commencing work. 9)This survey shall not act as a retracement survey (“boundary survey). In the event the minimum side yards or minimum setbacks are being held for any structure a retracement survey is recommended prior to commencing with construction of the residence or accessory structures. This plot plan shall not be used to locate or determine lot or property lines. NOTE: 1.) EROSION CONTROL MEASURE MUST BE FUNCTIONAL AND MAINTAINED THROUGH CONSTRUCTION. 2.)SEDIMENT DISCHARGE AND TRACKING FROM LOT SHALL BE MINIMIZED. 3.) ADJACENT LOTS DISTURBED BY AN INDIVIDUAL LOT OPERATOR MUST BE REPAIRED AND STABILIZED. 4.) CHANGES OR DEVIATIONS TO THIS PLAN SHALL BE SUBMITTED TO THE CITY OF CARMEL FOR APPROVAL. 5.) THE INDIVIDUAL LOT OPERATOR IS RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURE UNTIL THE LOT IS STABILIZED. THE OPERATOR MUST COMPLY WITH ALL REQUIREMENTS OF THE STORM WATER MANAGEMENT ORDINANCE OF THE CITY OF CARMEL HAMILTON COUNTY, INDIANA. CONSTRUCTION DRIVE : TEMPORARY CONSTRUCTION DRIVE TO COMPLY WITH THE CITY OF CARMEL ORDINANCES. VICINITY MAP KENNETH GREGORY GARRISON REGISTERED LAND SURVEYOR, RLS29300014 RESPONSIBLE FOR EROSION CONTROL: EATON & STIPP 8677 BASH STREET INDIANAPOLIS, IN. 46256 R STATE OFLS29300014 E NIAD SU R V L I A ND N ETIS REG No. O RA YDEKENNETH G R E GORY G A RRISONCONSTRUCTION TRASH ENCLOSURE LOCATION CONCRETE WASHOUT LOCATION SEE DETAIL VIEW OVERALL SITE PLAN DETAIL PLAN I, the undersigned Registered Land Surveyor, hereby certify that I have conducted a survey to establish A Plot Plan of proposed improvements and to the best of my knowledge, information and belief this drawing is an accurate representation of that survey of the following described real estate: PART OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 28, TOWNSHIP 18 NORTH, RANGE 3 EAST, HAMILTON COUNTY, INDIANA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTH LINE OF SAID QUARTER QUARTER SECTION BEING NORTH 89 DEGREES 54 MINUTES 36 SECONDS EAST 1075.69 FEET FROM THE SOUTHWEST CORNER THEREOF; THENCE NORTH 0 DEGREES 39 MINUTES 09 SECONDS EAST; PARALLEL WITH THE EAST LINE OF SAID QUARTER QUARTER SECTION, 826.12 FEET; THENCE NORTH 89 DEGREES 55 MINUTES 48 SECONDS EAST 263.65 FEET TO SAID EAST LINE; THENCE SOUTH 0 DEGREES 39 MINUTES 09 SECONDS WEST ALONG SAID EAST LINE 826.03 FEET TO THE SOUTHEAST CORNER THEREOF; THENCE SOUTH 89 DEGREES 54 MINUTES 36 SECONDS WEST ALONG THE SOUTH LINE OF SAID QUARTER QUARTER SECTION, 263.65 FEET TO THE POINT OF BEGINNING. CERTIFIED: 12-28-2022 RECERTIFIED: 1-3-2023 RECERTIFIED: 3-16-2023 C/L W MAIN ST.EATON & STIPP8677 BASH STREETINDIANAPOLIS, IN. 46256Prepared For:SHEET NO:DATE:DRAWN BY:CHECKED BY:SCALE:PROJECT NO:Project Name:Sheet TitlePlotted:Mar 16, 2023 - 5:21pm: userDrawing name: G:\Other computers\My Computer\MJ Gibson\HGS Projects\2022\22-317 Eaton&Stipp - Singh\22-317 Eaton&Stipp Plot Plan 3-16-23.dwgDATE:REVISION NO:321 NORTH STATE STREETGREENFIELD, IN 46140OFFICE: 317-462-4055MOVED HOUSE LOCATION1-3-202322-317AS NOTEDKGMW12-28-20221EATON & STIPPSINGHHAMILTON COUNTYPLOT PLANR Call before you dig. below.Know what's PLOT PLAN BASED ON SURVEY INFORMATION FROM MILLER SURVEYING INC. 8-10-2022 JOB #B40666 TEMPORARY CONSTRUCTION OFFICE TO BE TORN DOWN 60 DAYS BEFORE COMPLETION. POOL PROP O S E D D RI V E XXXXXXXXXXXXXXXXXX X X X X X XXXXXXXXXXXXXXSFSF SF SF SF SF SF SF SF PS PS PS PS PS PS DS CONSTRUCTION ENTRANCE PROPOSED SANITARY LATERAL CONTRACTOR TO VERIFY PROPOSED WATER SERVICE CONTRACTOR TO VERIFY EXISTING SHED AND BARN TO BE REMOVED PROPOSED DRIVEPS PS PS PS PS PS PS PS PS PS PS PS PS NOTE: OWNER IS RESPONSIBLE FOR COLLECTION OF EXISTING SEPTIC SYSTEM ON THIS PROPERTY FROM ADJACENT LOT. THE EXACT LOCATION IS UNKNOWN. COLLECTION OF THIS TO BE CONNECTED TO EXISTING SEWER HOUSE LOCATION, GRADING, STORM1-3-2023PORCH ZEN GARDEN PERGOLA PERGOLA 8'x8' PS PS PS PS PIPE TO BE CORED INTO EXISTING STRUCTURE PER CARMEL STANDARDS U U U U U U U U RR NOTE: ALL BASEMENT CLEAN DIRT MATERIAL TO BE USED TO FILL SITE TO PROPOSED GRADES AROUND RESIDENCE AS SHOWN. ALL MATERIAL UNDER STRUCTURAL AREAS SHALL BE COMPACTED CLAY MATERIAL.