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Home My WebLink AboutFinal Plan Set- Replat of Lot 1 Auman AdditionDWG:DATE:CHK:FB:FIELD WORK:PART OF THE NW QUARTER OFSECTION 31, TOWNSHIP 18 NORTH,RANGE 4 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANA16-031 14-30-201664-23-2016PROJECTLOCATION SEE BOUNDARY SURVEY, SHEET 2 OLD TOWN DEVELOPMENT LLC 1132 S. RANGELINE DRIVE CARMEL, INDIANA, 46032 SITE SITE INST# 2016021777 OFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594Fx: 317-758-5510Alt Fx: 317-773-7161JDHJDHŽƉǇƌŝŐŚƚΞďǇ:,Ăůů>ĂŶĚ^ƵƌǀĞǇŝŶŐ͕ϮϬϭϲTHESE DOCUMENTS ARE SUBJECT TO PERIODIC REVISIONS BY JD HALL LAND SURVEYING. THE HOLDER IS RESPONSIBLE FOR VERIFYING THAT THESE DOCUMENTS ARE THE MOST CURRENT PRIOR TO USE. THIS DRAWING AND THE IDEALS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF JD HALL LAND SURVEYING AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF JD HALL LAND SURVEYING. 2016 JD HALL LAND SURVEYING REPLAT OF LOT 1 AUMANS ADDITION PARCEL NO: 16-10-31-01-02-001.000 231 E. 126TH STREET, CARMEL, INDIANA 46032 PRIMARY PLAT / CONSTRUCTION PLANS 8/15/2016 JAMES D. HALL, PLS JD HALL LAND SURVEYING 803 S. OHIO STREET SHERIDAN, IN. 46069-1433 317-696-3594 BENCHMARK HCBR 194 HAMILTON COUNTY GEODETIC CONTROL DISK IN THE NORTHWEST CORNER OF CONCRETE BRIDGE CARRYING RANGE LINE ROAD OVER LITTLE COOL CREEK ELEV = 811.76 (NAVD 88) HORIZONTAL DATUM ISPC NAD83 DERIVED FROM INDOT-RTK OBSERVATIONS (INDIANA STATE PLANE ZONE 1301 EAST) CURRENT ZONING: CLASS:R-2 FRONT SETBACK: 35' REAR SETBACK: 20' SIDE SETBACK: 5' (MIN) AGG: 15' LOT WIDTH: 80' MAX COVERAGE: 35%1 9/29/2016 REVISED PER AGENCY COMMENTS JDH2 10/12/2016 REVISED PER DRAINAGE COMMENTS JDH3 11/16/2016 REVISED UTILITIES PER CLIENT JDH4 11/22/2016 REVISED UTILITIES CARMEL WATER JDH5 12/28/2016 REVISE PER CLIENT REQUEST JDH6 03/16/2017 REVISE PER ENG. COMMENTS JDHDOCKET NO. 16090001 PP 16090002 SW 16100014 V 16100015 V 16100016 V 16100017 V 16100018 V 7 04/11/2017 REVISE PER UTILITY COMMENTS JDH8 04/25/2017 REVISE PER ENGINEERING & LADNSCAPE COMMENTS JDH9 05/10/2017 REVISE PER CITY & CLIENT COMMENTS JDH10 05/28/2017 REVISE PER CITY COMMENTS JDH W W W W W W W W W W W W W W W W W W W W W 853.6 6 : 6 3 & 6 : ' 195.68'(M ) 1 9 5 . 6 4 ' ( D )6 :63& ' 01 (63& 0 31 (63& 0 '6 :63& 6 :' 86.36'(M) 88.16' (D) LOT 2 ECP ECPECPECPECPECPECP ECP ECP ECP LOT 1 DF 40,211.37 sq.ft. OLD TOWN DEVELOPMENT LLC INST# 2016021777 PRIOR RECORDED SURVEY INST# 2016023903W WSSSSSSSSSSSSSSSSSSG G SS (1) COMPLETE HYDRANT ASSEMBLY LS LS LS REPLACE METER PIT RETIRE HYDRANT AND VALVE LS LS (1) 16 x 6 MJ TEE (1) 6" GATE VALVE (2) 16" BUTTERFLY VALVE 6-3 CONNECTION (1) 6" MJ CAP RETIRE VALVE 395 LFT 16" D.I.WWBOUNDARY SURVEY DWG:DATE:CHK:FB:FIELD WORK:PART OF THE NW QUARTER OFSECTION 31, TOWNSHIP 18 NORTH,RANGE 4 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANALAND DESCRIPTION LOT 1 IN AUMAN'S ADDITION AS PER PLAT THEREOF RECORDED IN DEED RECORD 138, PAGES 273 AND 274 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA. EXCEPT (DB 288, PG. 555) A PART OF LOT 1 IN AUMAN'S ADDITION, AN ADDITION IN THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 31, TOWNSHIP 18 NORTH, RANGE 4 EAST, THE PLAT OF WHICH IS RECORDED IN DEED RECORD 138, PAGES 273 AND 274 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOW: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT; THENCE NORTH 89 DEGREES 25 MINUTES 00 SECONDS EAST 64.80 FEET ALONG THE NORTH LINE OF SAID LOT; THENCE SOUTH 65 DEGREES 01 MINUTES 05 SECONDS EAST 71.22 FEET TO THE WEST LINE OF SAID LOT; THENCE NORTH 00 DEGREES 28 MINUTES 00 SECONDS WEST 29.42 FEET ALONG SAID WEST LINE TO THE POINT OF BEGINNING AND CONTAINING 953 SQUARE FEET, MORE OR LESS. ALSO EXCEPT (INST# 2010051766) A PART OF LOT 1 IN AUMAN'S ADDITION, THE PLAT OF WHICH IS RECORDED IN DEED RECORD 138, PAGE 273 IN HE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 1; THENCE SOUTH 00 DEGREES 09 MINUTES 13 SECONDS WEST (ASSUMED BEARING) ALONG THE EAST LINE OF SAID LOT 1 A DISTANCE OF 2.46 FEET; THENCE SOUTH 88 DEGREES 15 MINUTES 13 SECONDS WEST A DISTANCE OF 86.16 FEET; THENCE SOUTH 81 DEGREES 15 MINUTES 33 SECONDS WEST A DISTANCE OF 195.64 FEET TO THE WEST LINE OF SAID LOT 1; THENCE NORTH 00 DEGREES 03 MINUTES 30 SECONDS WEST ALONG SAID WEST LINE A DISTANCE OF 6.22 FEET TO THE SOUTHERN BOUNDARY OF 126TH STREET, THE NEXT TWO COURSES BEING ALONG SAID BOUNDARY; 1) THENCE NORTH 65 DEGREES 42 MINUTES 41 SECONDS EAST A DISTANCE OF 71.06 FEET; 2) THENCE SOUTH 89 DEGREES 49 MINUTES 52 SECONDS EAST A DISTANCE OF 214.74 FEET TO THE PLACE OF BEGINNING. CONTAINING 0.077 ACRES (3,344 SQ.FT.) MORE OR LESS. SURVEYOR'S REPORT-THEORY OF LOCATION The boundary of the subject tract was retraced from existing survey monumentation found per the HAMILTON County Section Corner Perpetuation Project. These monuments were found and held. Additional monuments were found along the west lines of Lots 2 and 3. At the south corner of Lot 2 (iron pipe held as original) and at the northeast corner of the west adjoining property (called for iron rod-held). These various monuments were found in general agreement with deed and plat calls and were held as best evidence of those corner locations. The perimeter of lot 1 was retraced per plat dimensions from those found monuments and section lines as shown on the recorded plat of this subdivision. In accordance with the Indiana Survey Standards as defined in Title 865, Article 1, Rule 12 of the Indiana Administrative Code, the following observations and opinions are submitted with reference to the uncertainties in the locations of the lines and corners established on this survey as a result of: 1) Variance caused by the availability and condition of record monuments; $QXQFHUWDLQW\RI 16DQG (:H[LVWVZLWKWKHORFDWLRQVRIWKHH[LVWLQJUHEDUVDVIRXQGRQWKLVVXUYH\ No uncertainty is associated with the 1/16th corner found on this survey. 2) The existing deeds and plats of record; No uncertainties were found with the lots due to simultaneous conveyances. No uncertainties were discovered with the right-of-way takes. 3) The occupation or possession lines (fences, etc.) as related to the surveyed lines; No lines of possession were found during this survey. 4) The Relative Positional Accuracy of measurements; A) The Relative Positional Accuracy of position of the lines and corners of this survey due to measurements is within the specifications for a Suburban Survey (0.13 foot plus 100 parts per million). NOTES 1) Subsurface and environmental conditions were not examined or considered as a part of this survey. No statement is made concerning the existence of overhead or underground containers or facilities that may affect the use or development of this tract. 2) No attempt was made as part of this survey to obtain or show data concerning existence, size, depth, condition, capacity, or location of any utility, public service facility, or utility service lines to the property. 3) No excavations were made during the course of this survey to locate underground utilities and/or structures. Before design or construction is begun, locations should be obtained from the appropriate agencies. 4) This survey does not represent a title search by Surveyor and was prepared without the benefit of a title commitment, abstract of title, or a title search prepared by a title a title company. There may be easements, restrictions and rights-of-way of record on this property that are not shown on the subject survey; therefore, this survey and any attached legal descriptions are subject to all easements, restrictions, and rights-of-way of record. 5) Every document of record reviewed and considered as a part of this survey is noted hereon. The plat and survey were prepared based upon research of the public records to determine the last deed of record for source of title for the subject and adjoining properties and is therefore subject to any statements of facts revealed by examination of prior deeds or other documents that may exist that would affect this parcel. 6) Since the date of this survey conditions may have occurred that are beyond the knowledge or control of the undersigned surveyor and may have altered the validity and circumstances shown or noted hereon. FLOOD STATEMENT By graphic plotting only, this property is located in Zone X (Areas of minimal flooding) of the Flood Insurance Rate Map, Community Panel No. 18057C0226G, which bears an effective date of November 19, 2014 and is partially in a Special Flood Hazard Area. LAND SURVEYOR'S CERTIFICATE The undersigned, a Registered Land Surveyor of the State of Indiana does hereby certify that the attached plat and above legal description were prepared under his direct supervision, and to the best of his knowledge and belief was executed in accordance with the requirements of the Indiana Survey Standards as defined in Title 865, Article 1, Rule 12 of the Indiana Administrative Code. CERTIFIED BY: __________________________________________ DATE: 4-30-2016 JAMES D. HALL, LS 20500017 I affirm, under the penalties for perjury, that I have taken reasonable care to redact each Social Security number in this document, unless required by law. JAMES D. HALL Prepared by:JAMES D. HALL VICINITY MAP 16-031 24-30-21664-23-2016OFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594Fx: 317-758-5510Alt Fx: 317-773-7161JDHJDHŽƉǇƌŝŐŚƚΞďǇ:,Ăůů>ĂŶĚ^ƵƌǀĞǇŝŶŐ͕ϮϬϭϲTHE WITHIN PLAT AND SURVEY WERE PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE POLICY AND ARE THEREFORE SUBJECT TO ANY STATEMENT OF FACTS REVEALED BY EXAMINATION OF SCHEDULE "A" AND SCHEDULE "B" OF A TITLE POLICY. THIS SURVEY PLAT HAS BEEN PREPARED FOR USE ON THIS PARTICULAR PROJECT AND FOR THE EXCLUSIVE USE OF THE PERSON(S) OR ENTITY HEREON NAMED AND IS NOT CERTIFIED TO OR TO BE USED BY ANY OTHER PARTY. THE EVIDENCE, POSSESSION, OWNERSHIP, CONDITIONS ETC. COULD CHANGE CONSTANTLY AND THE USE OF THIS SURVEY IS LIMITED ONLY TO THE DATED INDICATED HEREIN. THE LOCATION OF THE TITLE LINES AND CORNERS ARE SUBJECT TO THE EVIDENCE FOUND IN THE PERFORMANCE OF THIS SURVEY. ADDITIONAL EVIDENCE PRESENTED TO JD HALL LAND SURVEYING MAY ALTER THE LOCATION OF THE TITLE LINES AND CORNERS. NO WARRANTY, EITHER EXPRESSED OR IMPLIED, IS MADE AS TO THE ACCURACY AND/OR COMPLETENESS OF INFORMATION PROVIDED BY GOVERNMENTAL AUTHORITIES AND/OR THIRD PARTIES, OR AS TO ITS FITNESS FOR ANY PARTICULAR PURPOSE OR USE, INCLUDING BUT NOT LIMITED TO INFORMATION PRESENTED ON ZONING, SETBACK REQUIREMENTS, FLOOD HAZARD ZONES, AND WETLANDS AREAS. IN NO EVENT WILL JD HALL LAND SURVEYING, ITS EMPLOYEES, AGENTS, AND/OR ASSIGNS BE LIABLE FOR ANY DAMAGES ARISING OUT OF THE FURNISHING AND/OR USE OF SUCH INFORMATION. = EXISTING ELECTRIC, CABLE, PHONEECP FH V LEGEND = SECTION CORNER MONUMENTATION = IRON PIPE FOUND = IRON BAR FOUND = MAG NAIL SET (TBM - SEE DESCRIPTIONS) = EXISTING WATER VALVE = EXISTING WATER METER PIT = EXISTING FIRE HYDRANT = EXISTING UTILITY POLE = SPOT ELEVATIONXXX.X = EXISTING INDEX CONTOUR = EXISTING INTERMEDIATE CONTOUR =REBAR FOUND =58" IRON ROD W/ ORANGE CAP STAMPED "JD HALL LS20500017" SET W/ TOPOGRAPHY LOT 1 AUMANS ADDITION TO THE CITY OF CARMEL BENCHMARK HCBR 194 HAMILTON COUNTY GEODETIC CONTROL DISK IN THE NORTHWEST CORNER OF CONCRETE BRIDGE CARRYING RANGE LINE ROAD OVER LITTLE COOL CREEK ELEV = 811.76 (NAVD 88) = EXISTING WATERWW = EXISTING SANITARYSS = EXISTING GAS LINEGG 1 9/29/2016 REVISED PER AGENCY COMMENTS JDH2 10/12/2016 REVISED PER DRAINAGE COMMENTS JDH3 11/16/2016 REVISED UTILITIES PER CLIENT JDH4 11/22/2016 REVISED UTILITIES CARMEL WATER JDH5 12/28/2016 REVISE PER CLIENT REQUEST JDH W W W W W W W W W W W W W W W W W W W W W 6 : 6 3 & 6 : ' 195.68'(M ) 1 9 5 . 6 4 ' ( D )6 :63& ' 01 (63& 0 31 (63& 0 '6 :63& 6 :' 86.36'(M) 88.16' (D) LOT 2 ECP ECPECPECPECPECPSSD SSD SSD SSD SSD SSD 60'83.93'153.89'108.64'137.10'154.13'60'75' 16.22' 60.73' 49.99' 10.62'73.90' 15' FB S L 15' FBSL 15' FBSL 25' FBSL5' SYS5' SYS5' SYS20' RYS 20' I.E. & D.E. FFE = 860.00 BASE = 850.00 GAR = 859.50 MFPG= 857.10 MLAG= 857.10 FFE = 860.00 BASE = 850.00 GAR = 859.50 MFPG= 856.40 MLAG= 856.40 FFE = 858.00 BASE = 848.00 GAR = 857.50 MFPG= 855.30 MLAG= 855.30 FFE = 855.00 BASE = 845.00 GAR = 854.50 MFPG= 853.10 MLAG= 851.10W W10' DUE & BM P 10' DUE & BMP SSSSSSSSSSSSSSSSSSG G SS 1.79' 10' DU E & B M P 1 ( 15.63'20' DUE(1) COMPLETE HYDRANT ASSEMBLY LS LS LS REPLACE METER PIT RETIRE HYDRANT AND VALVE LS LS (1) 16 x 6 MJ TEE (1) 6" GATE VALVE (2) 16" BUTTERFLY VALVE 6-3 CONNECTION (1) 6" MJ CAP RETIRE VALVE 395 LFT 16" D.I. 68.75'5' BUFFERYARD5' BUFFERYARD220 LF OF 6" SSD @ 1.00%WW12' S.S.E.153 LF OF 6" PVC @ 0.86%20 LF OF 6" PVC @ 0.77%217 LF OF 6" S S D @ 2 . 5 4 % 0+001+002+002+28.50 SSSSSSSSSSSSSSSS5' BUFFERYARD IN 24" WIDE INFILTRATION TRENCH DWG:DATE:CHK:FB:FIELD WORK:16-031 3 REPLAT OF LOT 1 AUMANS ADDITION PARCEL NO: 16-10-31-01-02-001.000 231 E. 126TH STREET, CARMEL, INDIANA 46032 PRIMARY PLAT / CONSTRUCTION PLANS OFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594Fx: 317-758-5510Alt Fx: 317-773-7161ŽƉǇƌŝŐŚƚΞďǇ:,Ăůů>ĂŶĚ^ƵƌǀĞǇŝŶŐ͕ϮϬϭϲPART OF THE NW QUARTER OFSECTION 31, TOWNSHIP 18 NORTH,RANGE 4 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANA4-23-201664-30-2016JDHJDHLOT 1B 0.208$& 9,044.4 S.F. LOT 1C 0.195$& 8,501.2 S.F. CURRENT ZONING: CLASS:R-2 FRONT SETBACK: 35' REAR SETBACK: 20' SIDE SETBACK: 5' (MIN) AGG: 15' LOT WIDTH: 80' MAX COVERAGE: 35% TOTAL LAND AREA $& 40,211.37 SQ.FT. DEVELOPMENT DENSITY 4.33 EXISTING AUMAN'S ADDITION DENSITY 2.22 PROPOSED AUMAN'S ADDITION DENSITY 2.28 LEGEND: FBSL = FRONT SETBACK LINE SYS = SIDE YARD SETBACK LINE RYS = REAR YARD SETBACK LINE MLAG = MINIMUM LOWEST ADJACENT GRADE MFPG = MINIMUM FLOOD PROTECTION GRADE GAR = GARAGE BASE = BASEMENT FFE = FINISH FLOOR ELEVATION SSE = SANITARY SEWER EASEMENT IE/DE = INGRESS, EGRESS & DRAINAGE EASEMENT BUILDING ENVELOPE 5,415.8 S.F. BUILDING ENVELOPE 5,003.2 S.F. LOT 1A 0.265$& 11,547.64 S.F. BUILDING ENVELOPE 4,679 S.F. LOT 1D 0.239$& 10,438.75 S.F. BUILDING ENVELOPE 4,374.6 S.F. 8/15/2016 APPROXIMATE LOCATION OF NEW 16" DIP WATER MAIN PER 126TH STREET IMPROVEMENT PLAN PROJECT NO. 16-ENG-04 PROPOSED 6" SSD CONNECTION TO PROPOSED STRUCTURE NO. 37 AS SHOWN ON 126TH STREET IMPROVEMENT PLAN PROJECT NO. 16-ENG-04 EXISTING WATER LINE EXISTING SEWER MAIN EXISTING WATER LINEEXISTING SANITARY LATERAL TO BE ABANDONED EX 8" VCP @ 0.71%16' PRIVATE COMMON DRIVE 5' SIDEWALK CONSTRUCTION PER CARMEL STANDARD DETAIL 10-18 & STANDARD DETAIL 10-19 ON SHEET 3B =EXISTING ELECTRIC,PHONE,CABLE OVERHEAD = PROPOSED UNDERGROUND GAS LINE = PROPOSED UNDERGROUND WATER LINE = PROPOSED UNDERGROUND TELEPHONE LINE = PROPOSED UNDERGROUND ELECTRIC = PROPOSED 6" SANITARY SEWER LATERAL (SDR 26 PIPE WITH CLEANOUTS AS SHOWN) =EXISTING SANITARY SEWER MAIN ECP PROPOSED LOT COVERAGE 31.8% PROPOSED LOT COVERAGE 45.3% PROPOSED LOT COVERAGE 43.9% PROPOSED LOT COVERAGE 34.7% NOTE: 1)Lot coverage shown is assumed based on a typical example of a house footprint from Lot 10 Blackwell Park Section 2. This example may or may not be the final footprint of the homes designed for the prospective buyers. Each lot coverage percentage is subject to change. See Sheet 8 for additional requested information concerning the development of each lot. 2)Newly constructed property entry shown on126th Street Improvement Plan Project No. 16-eng-04 to be closed. Multi use path and new curb/gutter to be constructed. 3)Proposed 6" PVC connection to proposed Structure No. 37 as shown on 126th Street Improvement Plan Project No. 16-eng-04. See Infiltration trench Detail below. 4)Water service lines to be 1" residential laterals, wet tapped to new main in 126th street. Meters set 12' into each lot, behind proposed utility easement. 5)The sump discharge lines are to be out-letted to the stone section of the Infiltration trench and NOT the 6" SSD. see detail on sheet 3A. 6)See Carmel Standard Detail 10-19 for sidewlk construction adjacent to curb on sheet 3B. 7)See ADA ramp detail sheet 3B. NEWLY CONSTRUCTED PROPERTY ENTRY SHOWN ON126TH STREET IMPROVEMENT PLAN PROJECT NO. 16-ENG-04 TO BE CLOSED. MULTI USE PATH AND NEW CURB/GUTTER TO BE CONSTRUCTED. = SPOT ELEVATIONXXX.X = EXISTING INTERMEDIATE CONTOUR = EXISTING INDEX CONTOUR = PROPOSED WATER METER @ CENTER OF LOT. AREA OF R/W DEDICATION 64)7$& AREA OF R / W D E D I C A T I O N 64 ) 7 $ & 1 9/29/2016 REVISED PER AGENCY COMMENTS JDH24"3"VARIES 18" (MIN)= FLOOD ROUTING 2 10/12/2016 REVISED PER DRAINAGE COMMENTS JDH3 11/16/2016 REVISED UTILITIES PER CLIENT JDH4 11/22/2016 REVISED UTILITIES CARMEL WATER JDHADA RAMP AS REQ'D PRIVATE DRIVE ENTRY PER CARMEL STANDARD DETAIL 10-21A 5 12/28/2016 REVISE PER CLIENT REQUEST JDH8"-12" (MIN)6 03/16/2017 REVISE PER ENG. COMMENTS JDH7 04/11/2017 REVISE PER UTILITY COMMENTS JDH8 04/25/2017 REVISE PER ENGINEERING & LADNSCAPE COMMENTS JDH9 05/10/2017 REVISE PER CITY & CLIENT COMMENTS JDHADA RAMP AS REQ'D 10 05/28/2017 REVISE PER CITY COMMENTS JDH 6 :63& ' 01 (63& 0 31 (63& 0 'SSD SSD SSD SSD SSD SSD 60'83.93'153.89'108.64'137.10'154.13'60'75' 15' FBSL 25' FBSL5' SYS5' SYS5' SYS20' RYS 20' I.E. & D.E. FFE = 860.00 BASE = 850.00 GAR = 859.50 MFPG= 857.10 MLAG= 857.10 FFE = 860.00 BASE = 850.00 GAR = 859.50 MFPG= 856.40 MLAG= 856.40 FFE = 858.00 BASE = 848.00 GAR = 857.50 MFPG= 855.30 MLAG= 855.30 FFE = 855.00 BASE = 845.00 GAR = 854.50 MFPG= 853.10 MLAG= 851.10 SSSSSSSSG G SS 10' DU E & B M P 20' DUE5' BUFFERYARD5' BUFFERYARD220 LF OF 6" SSD @ 1.00% 12' S.S.E.0+001+002+002+28.50 SSSSSSSSSSSSSSSS5' BUFFERYARD IN 24" WIDE INFILTRATION TRENCH DWG:DATE:CHK:FB:FIELD WORK:16-031 3A REPLAT OF LOT 1 AUMANS ADDITION PARCEL NO: 16-10-31-01-02-001.000 231 E. 126TH STREET, CARMEL, INDIANA 46032 PRIMARY PLAT / CONSTRUCTION PLANS OFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594Fx: 317-758-5510Alt Fx: 317-773-7161ŽƉǇƌŝŐŚƚΞďǇ:,Ăůů>ĂŶĚ^ƵƌǀĞǇŝŶŐ͕ϮϬϭϲPART OF THE NW QUARTER OFSECTION 31, TOWNSHIP 18 NORTH,RANGE 4 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANA4-23-201664-30-2016JDHJDHLOT 1B 0.208$& 9,044.4 S.F. LOT 1C 0.195$& 8,501.2 S.F. BUILDING ENVELOPE 5,415.8 S.F. BUILDING ENVELOPE 5,003.2 S.F. LOT 1A 0.265$& 11,547.64 S.F. BUILDING ENVELOPE 4,679 S.F. LOT 1D 0.239$& 10,438.75 S.F. BUILDING ENVELOPE 4,374.6 S.F. 8/15/2016 EX 8" VCP @ 0.71%16' PRIVATE COMMON DRIVE =EXISTING ELECTRIC,PHONE,CABLE OVERHEAD = PROPOSED UNDERGROUND GAS LINE = PROPOSED UNDERGROUND WATER LINE = PROPOSED UNDERGROUND TELEPHONE LINE = PROPOSED UNDERGROUND ELECTRIC = PROPOSED 6" SANITARY SEWER LATERAL (SDR 26 PIPE WITH CLEANOUTS AS SHOWN) =EXISTING SANITARY SEWER MAIN ECP PROPOSED LOT COVERAGE 31.8% PROPOSED LOT COVERAGE 45.3% PROPOSED LOT COVERAGE 43.9% PROPOSED LOT COVERAGE 34.7% = SPOT ELEVATIONXXX.X = EXISTING INTERMEDIATE CONTOUR = EXISTING INDEX CONTOUR = PROPOSED WATER METER @ CENTER OF LOT.1 9/29/2016 REVISED PER AGENCY COMMENTS JDH= FLOOD ROUTING 2 10/12/2016 REVISED PER DRAINAGE COMMENTS JDH3 11/16/2016 REVISED UTILITIES PER CLIENT JDH4 11/22/2016 REVISED UTILITIES CARMEL WATER JDHPRIVATE DRIVE ENTRY PER CARMEL STANDARD DETAIL 10-21A 5 12/28/2016 REVISE PER CLIENT REQUEST JDHADA RAMP AS REQ'D 855.95 855.75 855.70 857.50 857.00 856.80 857.70 M.E.M.E.M.E.M.E.M.E. DRY BASIN 10YR = 848.65 100YR = 849.39 A B SITE ACREAGE: 0.923 ACRES OFF-SITE/UPSTREAM ACREAGE: NONE ALLOWABLE RELEASE RATES: (10YR 0.10/AC) 0.0923CFS (100YR, 0.25/AC) 0.231 CFS POST-DEVELOPED 10-YEAR: (PR2) 0.20 CFS, (PR3) 0.29 CFS 100-YEAR: (PR2) 0.29 CFS, (PR3) 0.43 CFS TOTAL VOLUME OF DETENTION REQUIRED: 3001 CF TOTAL VOLUME OF DETENTION PROVIDED: 3887 CF POST DEVELOPED RELEASE RATE FROM DRY BASIN ONLY: 10YR = 0.65 CFS 100YR = 0.88 CFS TOTAL POST DEVELOPED RELEASE RATE (COMBINATION OF OVERLAND AND DRY BASIN RELEASES: 10YR = 1.14 CFS 100YR = 1.60 CFS 857.08 856.58857.18 856.80 856.60 856.68 855.95 855.75 857.00 856.64 6 03/16/2017 REVISE PER ENG. COMMENTS JDH7 04/11/2017 REVISE PER UTILITY COMMENTS JDH8 04/25/2017 REVISE PER ENGINEERING & LADNSCAPE COMMENTS JDHLEGEND: FBSL = FRONT SETBACK LINE SYS = SIDE YARD SETBACK LINE RYS = REAR YARD SETBACK LINE MLAG = MINIMUM LOWEST ADJACENT GRADE MFPG = MINIMUM FLOOD PROTECTION GRADE GAR = GARAGE BASE = BASEMENT FFE = FINISH FLOOR ELEVATION SSE = SANITARY SEWER EASEMENT IE/DE = INGRESS, EGRESS & DRAINAGE EASEMENT C 9 05/10/2017 REVISE PER CITY & CLIENT COMMENTS JDHADA RAMP AS REQ'D 10 05/28/2017 REVISE PER CITY COMMENTS JDH W W W W W W W W W W W W W W W W W W W W W ECP ECPECPECPECPECPSSD SSD SSD SSD SSD SSD 60'83.93'153.89'108.64'137.10'154.13'60'75' 16.22' 60.73' 49.99' 10.62'73.90' 15' FB S L 15' FBSL 15' FBSL 25' FBSL5' SYS5' SYS5' SYS20' RYS 20' I.E. & D.E. FFE = 860.00 BASE = 850.00 GAR = 859.50 MFPG= 857.10 MLAG= 857.10 FFE = 860.00 BASE = 850.00 GAR = 859.50 MFPG= 856.40 MLAG= 856.40 FFE = 858.00 BASE = 848.00 GAR = 857.50 MFPG= 855.30 MLAG= 855.30 FFE = 855.00 BASE = 845.00 GAR = 854.50 MFPG= 853.10 MLAG= 851.10W W10' DUE & BM P 10' DUE & BMP SSSSSSSSSSSSSSSSG G SS 1.79' 10' DU E & B M P 1 ( 15.63'20' DUE(1) COMPLETE HYDRANT ASSEMBLY LS LS LS REPLACE METER PIT RETIRE HYDRANT AND VALVE LS LS (1) 16 x 6 MJ TEE (1) 6" GATE VALVE (2) 16" BUTTERFLY VALVE 6-3 CONNECTION (1) 6" MJ CAP RETIRE VALVE 395 LFT 16" D.I. 68.75'5' BUFFERYARD5' BUFFERYARD220 LF OF 6" SSD @ 1.00%WW12' S.S.E.153 LF OF 6" PVC @ 0.86%20 LF OF 6" PVC @ 0.77%217 LF OF 6" S S D @ 2 . 5 4 % 0+001+002+002+28.50 SSSSSSSSSSSSSSSS5' BUFFERYARD IN 24" WIDE INFILTRATION TRENCH DWG:DATE:CHK:FB:FIELD WORK:16-031 3B REPLAT OF LOT 1 AUMANS ADDITION PARCEL NO: 16-10-31-01-02-001.000 231 E. 126TH STREET, CARMEL, INDIANA 46032 PRIMARY PLAT / CONSTRUCTION PLANS UTILITY PLAN OFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594Fx: 317-758-5510Alt Fx: 317-773-7161ŽƉǇƌŝŐŚƚΞďǇ:,Ăůů>ĂŶĚ^ƵƌǀĞǇŝŶŐ͕ϮϬϭϲPART OF THE NW QUARTER OFSECTION 31, TOWNSHIP 18 NORTH,RANGE 4 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANA4-23-201664-30-2016JDHJDHLOT 1B 0.208$& 9,044.4 S.F. LOT 1C 0.195$& 8,501.2 S.F. CURRENT ZONING: CLASS:R-2 FRONT SETBACK: 35' REAR SETBACK: 20' SIDE SETBACK: 5' (MIN) AGG: 15' LOT WIDTH: 80' MAX COVERAGE: 35% TOTAL LAND AREA $& 40,211.37 SQ.FT. DEVELOPMENT DENSITY 4.33 EXISTING AUMAN'S ADDITION DENSITY 2.22 PROPOSED AUMAN'S ADDITION DENSITY 2.28BUILDING ENVELOPE 5,415.8 S.F. BUILDING ENVELOPE 5,003.2 S.F. LOT 1A 0.265$& 11,547.64 S.F. BUILDING ENVELOPE 4,679 S.F. LOT 1D 0.239$& 10,438.75 S.F. BUILDING ENVELOPE 4,374.6 S.F. 1/16/2017 APPROXIMATE LOCATION OF NEW 16" DIP WATER MAIN PER 126TH STREET IMPROVEMENT PLAN PROJECT NO. 16-ENG-04 PROPOSED 6" PVC CONNECTION TO PROPOSED STRUCTURE NO. 37 AS SHOWN ON 126TH STREET IMPROVEMENT PLAN PROJECT NO. 16-ENG-04 EXISTING WATER LINE EXISTING SEWER MAIN EXISTING WATER LINEEX 8" VCP @ 0.71%16' PRIVATE COMMON DRIVE =EXISTING ELECTRIC,PHONE,CABLE OVERHEAD = PROPOSED UNDERGROUND GAS LINE = PROPOSED UNDERGROUND WATER LINE = PROPOSED UNDERGROUND TELEPHONE LINE = PROPOSED UNDERGROUND ELECTRIC = PROPOSED 6" SANITARY SEWER LATERAL (SDR 26 PIPE WITH CLEANOUTS AS SHOWN) =EXISTING SANITARY SEWER MAIN ECP PROPOSED LOT COVERAGE 31.8% PROPOSED LOT COVERAGE 45.3% PROPOSED LOT COVERAGE 43.9% PROPOSED LOT COVERAGE 34.7% NEWLY CONSTRUCTED PROPERTY ENTRY SHOWN ON126TH STREET IMPROVEMENT PLAN PROJECT NO. 16-ENG-04 TO BE CLOSED. MULTI USE PATH AND NEW CURB/GUTTER TO BE CONSTRUCTED. = PROPOSED WATER METER @ CENTER OF LOT. AREA OF R/W DEDICATION 64)7$& AREA OF R / W D E D I C A T I O N 6 4 ) 7 $ & 1 9/29/2016 REVISED PER AGENCY COMMENTS JDH2 10/12/2016 REVISED PER DRAINAGE COMMENTS JDH3 11/16/2016 REVISED UTILITIES PER CLIENT JDH4 11/22/2016 REVISED UTILITIES CARMEL WATER JDHPRIVATE DRIVE ENTRY PER CARMEL STANDARD DETAIL 10-21A 5 12/28/2016 REVISE PER CLIENT REQUEST JDHADA RAMP AS REQ'D 6 03/16/2017 REVISE PER ENG. COMMENTS JDH7 04/11/2017 REVISE PER UTILITY COMMENTS JDH8 04/25/2017 REVISE PER ENGINEERING & LADNSCAPE COMMENTS JDHLEGEND: FBSL = FRONT SETBACK LINE SYS = SIDE YARD SETBACK LINE RYS = REAR YARD SETBACK LINE MLAG = MINIMUM LOWEST ADJACENT GRADE MFPG = MINIMUM FLOOD PROTECTION GRADE GAR = GARAGE BASE = BASEMENT FFE = FINISH FLOOR ELEVATION SSE = SANITARY SEWER EASEMENT IE/DE = INGRESS, EGRESS & DRAINAGE EASEMENT 9 05/10/2017 REVISE PER CITY & CLIENT COMMENTS JDHADA RAMP AS REQ'D SSD SSD SSD SSD SSD SSD SSD SSD 10 05/28/2017 REVISE PER CITY COMMENTS JDH DWG:DATE:CHK:FB:FIELD WORK:16-031 3C REPLAT OF LOT 1 AUMANS ADDITION PARCEL NO: 16-10-31-01-02-001.000 231 E. 126TH STREET, CARMEL, INDIANA 46032 PRIMARY PLAT / CONSTRUCTION PLANS UTILITY DETAILS OFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594Fx: 317-758-5510Alt Fx: 317-773-7161ŽƉǇƌŝŐŚƚΞďǇ:,Ăůů>ĂŶĚ^ƵƌǀĞǇŝŶŐ͕ϮϬϭϲPART OF THE NW QUARTER OFSECTION 31, TOWNSHIP 18 NORTH,RANGE 4 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANA4-23-201664-30-2016JDHJDH1/16/2017 1 9/29/2016 REVISED PER AGENCY COMMENTS JDH2 10/12/2016 REVISED PER DRAINAGE COMMENTS JDH3 11/16/2016 REVISED UTILITIES PER CLIENT JDH4 11/22/2016 REVISED UTILITIES CARMEL WATER JDH5 12/28/2016 REVISE PER CLIENT REQUEST JDH6 03/16/2017 REVISE PER ENG. COMMENTS JDH7 04/11/2017 REVISE PER UTILITY COMMENTS JDH8 04/25/2017 REVISE PER ENGINEERING & LADNSCAPE COMMENTS JDH9 05/10/2017 REVISE PER CITY & CLIENT COMMENTS JDH10 05/28/2017 REVISE PER CITY COMMENTS JDH W W W W W W W W W W W W W W W W W W W W W LOT 2 ECP ECPECPECPECPECPSSD SSD SSD SSD SSD SSD 60'83.93'153.89'108.64'137.10'154.13'60'75' 16.22' 60.73' 49.99' 10.62'73.90' 15' FB S L 15' FBSL 15' FBSL 25' FBSL5' SYS5' SYS5' SYS20' RYS 20' I.E. & D.E. FFE = 860.00 BASE = 850.00 GAR = 859.50 MFPG= 857.10 MLAG= 857.10 FFE = 860.00 BASE = 850.00 GAR = 859.50 MFPG= 856.40 MLAG= 856.40 FFE = 858.00 BASE = 848.00 GAR = 857.50 MFPG= 855.30 MLAG= 855.30 FFE = 855.00 BASE = 845.00 GAR = 854.50 MFPG= 853.10 MLAG= 851.10W W10' DUE & BM P 10' DUE & BMP SSSSSSSSSSSSSSSSSSG G SS 1.79' 10' DU E & B M P 1 ( 15.63'20' DUE(1) COMPLETE HYDRANT ASSEMBLY LS LS LS REPLACE METER PIT RETIRE HYDRANT AND VALVE LS LS (1) 16 x 6 MJ TEE (1) 6" GATE VALVE (2) 16" BUTTERFLY VALVE 6-3 CONNECTION (1) 6" MJ CAP RETIRE VALVE 395 LFT 16" D.I. 68.75'5' BUFFERYARD5' BUFFERYARDWW12' S.S.E.SSSSSSSSSSSSSSSS5' BUFFERYARD DWG:DATE:CHK:FB:FIELD WORK:16-031 4 REPLAT OF LOT 1 AUMANS ADDITION PARCEL NO: 16-10-31-01-02-001.000 231 E. 126TH STREET, CARMEL, INDIANA 46032 PRIMARY PLAT / CONSTRUCTION PLANS SWPPP OFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594Fx: 317-758-5510Alt Fx: 317-773-7161ŽƉǇƌŝŐŚƚΞďǇ:,Ăůů>ĂŶĚ^ƵƌǀĞǇŝŶŐ͕ϮϬϭϲPART OF THE NW QUARTER OFSECTION 31, TOWNSHIP 18 NORTH,RANGE 4 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANA4-23-201664-30-2016JDHJDH8/15/2016 EXISTING WATER LINE EXISTING SEWER MAIN EXISTING WATER LINEEX 8" VCP @ 0.71%859.0 857.0 854.0 LEGEND = INLET PROTECTION BASKET = TEMPORARY / PERMANENT SEEDING = STABILIZED CONSTRUCTION ENTRANCE = PERIMETER SILT FENCE = CONSTRUCTION LIMIT = TREE PRESERVATION AREA SILT FENCE NOTES: 1) Install and maintain a stable construction site access at the location of the proposed drive. 2) Install and maintain an appropriate perimeter erosion and sediment control measures prior to land disturbance, ie silt fence. 3) Minimize sediment discharge and tracking from the lot. 4) Clean-up sediment that is either tracked or washed onto roads. Bulk clearing of sediment shall not include flushing the area with water. Cleared sediment must be redistributed or disposed of in a manner that is in compliance with all applicable statutes and rules. 5) Adjacent lots disturbed by an individual lot operator must be repaired and stabilized with temporary or permanent surface stabilization. 6) Self-monitoring program plan and procedures shall be followed all individual lot construction. 7) Additional erosion/sediment control measures may be required upon inspection by local planning authority. 8) A more detailed SWPPP tailored to specific lot design and grading requirements shall be submitted for approval by the local planning authority. 9) Tree protection to be provided around the evergreens and mature trees within the 35' tree preservation strip during construction. 10)Provide silt fence on each side of infiltration trenches as shown for protection during construction.1 9/29/2016 REVISED PER AGENCY COMMENTS JDH2 10/12/2016 REVISED PER DRAINAGE COMMENTS JDH3 11/16/2016 REVISED UTILITIES PER CLIENT JDH4 11/22/2016 REVISED UTILITIES CARMEL WATER JDH5 12/28/2016 REVISE PER CLIENT REQUEST JDH6 03/16/2017 REVISE PER ENG. COMMENTS JDH7 04/11/2017 REVISE PER UTILITY COMMENTS JDH8 04/25/2017 REVISE PER ENGINEERING & LADNSCAPE COMMENTS JDH9 05/10/2017 REVISE PER CITY & CLIENT COMMENTS JDH10 05/28/2017 REVISE PER CITY COMMENTS JDHSSD SSD SSD SSD SSD SSD SSD SSD DWG:DATE:CHK:FB:FIELD WORK:PART OF THE NW QUARTER OFSECTION 31, TOWNSHIP 18 NORTH,RANGE 4 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANA16-031 54-30-201664-23-2016STORM WATER POLLUTION PREVENTION PLAN SOILS MAP OFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594Fx: 317-758-5510Alt Fx: 317-773-7161JDHJDHŽƉǇƌŝŐŚƚΞďǇ:,Ăůů>ĂŶĚ^ƵƌǀĞǇŝŶŐ͕ϮϬϭϲPractice 3.11-Temporary Seeding Seed Species Rate/1000 s.f.Planting Depth Planting Dates Wheat or Rye 4 lbs 1 to 1-1/2 inches 9/15 to 10/30 Spring Oats 3 lbs 1 inch 3/1 to 4/15 Annual Ryegrass 2 lbs 1/4 inch 3/1 to 5/1, 8/1 to 9/1 German Millet 1 lbs 1 to 2 inches 5/1 to 6/1 Sudangrass 1 lbs 1 to 2 inches 5/1 to 7/30 Installation and Maintenance Requirements: a)Contractor shall roughen all disturbed surfaces by bulldozer cleats, disk, tiller, or other methods prior to seeding where vegetation will be established. Seed mixtures shall be planted only during the optimum dates contained in the above table. Mulch (Practice 3.15) or other approved means shall be used outside of these dates until the following year when seeding will be required. b)All disturbed areas indicated with temporary seeding on the erosion control plan shall be seeded immediately after construction. c)Apply 14 lbs. 12-12-12 fertilizer, or equivalent, per 1000 square feet or as recommended by soil test. Work fertilizer into soil 2 to 4 inches deep by disking or raking. d)Seed lot areas that have been graded following street and drainage construction using an appropriate mixture for the time of year based on the above chart. Seed shall be applied uniformly with a drill or culti-packer seeder or by broadcasting, and cover to the depth shown in the above chart. If drilling or broadcasting, seedbed shall be firmed with a roller or culti-packer. e)Organic mulching shall be required for temporarily seeded areas and shall be anchored by crimping or tackifying. f)Perennial species may be used for temporary cover and is required for areas that will remain idle for more than one year. g)Fall seeded wheat or rye shall be topdressed with nitrogen in February or March if nitrogen deficiency is apparent. h)If heavy rains occur during grass establishment causing erosion and loss of seed, fertilizer, etc., the affected area shall be repaired and reseeded immediately. Practice 3.12-Permanent Seeding Permanent Seeding Requirements: Seed Species and Mixture Rate Per Acre Optimum Soil pH Lawns Areas and Swales 1 Bluegrass 140 lbs 5.5 to 7.0 2 Perennial Ryegrass (Turf-Type)60 lbs 5.6 to 7.0 Bluegrass 80 lbs 3 Tall Fescue (Turf-Type)150 lbs 5.6 to 7.5 Bluegrass 30 lbs Installation and Maintenance Requirements: a)Contractor shall roughen all disturbed surfaces by bulldozer cleats, disk, tiller, or other methods prior to seeding where vegetation will be established. b)Topsoil shall be added to a depth needed for establishment of vegetation as described in Practice 3.02 before permanent seeding. c)Lime shall be applied to the soil when the pH level is unsuitable for seeding at a rate of 30 lbs. per 1000 square feet or as recommended by soil test. d)14 lbs. per 1000 square feet of 12-12-12 fertilizer, or equivalent, or as recommended by soil test. Work fertilizer into soil 2 to 4 inches deep by disking or raking. e)Optimum seeding dates are March 1 through May 10 and August 10 through September 30. Perimeter seeding done between May 10 and August 10 may need to be irrigated. As an alternative, use temporary seeding (Practice 3.11) until the preferred date for permanent seeding. f)Seed shall be applied uniformly with a drill or cultipacker-seeder or by broadcasting, and cover to a depth of 1/4 to 1/2 inch. If drilling or broadcasting, seedbed shall be firmed with a roller or cultipacker. g)All permanently seeded areas shall be mulched and anchored by crimping or tackifying. If seeding is done with a hydroseeder, fertilizer and mulch can be applied with the seed in a slurry mixture. h)An oat or wheat companion or nurse crop may be used with any of the permanent seeding mixtures at the following rates: Spring Oats--1/4 to 3/4 bu./acre; Wheat--no more than 1/2 bu./acre. i)Additional seed species and mixtures that are commercially available may be used. Rates and mixtures shall be equivalent to those contained in the above chart. j)If heavy rains occur during grass establishment causing erosion and loss of seed, fertilizer, etc., the affected area shall be reseeded immediately. k)Sparse, bare, or damaged areas shall be refertilized, seeded, and mulched. Practice 3.15-Mulching. Mulching Requirements: Material Rate per 1000 s.f.Comments Straw 70 lbs Should be dry, unchopped, and free of undesirable seeds spread by hand or machine must be crimped or anchored. Wood Fiber or Cellulose 45 lbs Apply with hydromulcher and Use with tacking agent Long Fiber Wood (Excelsior)25 lbs Anchor in areas subject to wind Anchoring Method Application Method Mulch Anchoring Tool Crimp or punch straw into the soil 2-4 inches Farm Disk Operate machinery on the contour of the slope Cleating with Bulldozer Tracks Operate dozer up and down slope, not across, or Else the tracks will form rills Wood Hydromulch Fibers Apply 1-2 tons/acre using a hydromulcher at a Rate of 750 lbs/acre with a tackifying agent. Do not use in areas of concentrated flow. Installation and Maintenance Requirements: l)Mulch shall cover at least 75% of the soil surface and shall be anchored by one of the methods listed in the previous table. Hay, asphalt emulsion, synthetic tackifiers, synthetic binders, synthetic soil stabilizers, and biodegradable netting are not permitted. m)Mulch shall be inspected after storm events until vegetation is firmly established. If washout, breakage, or erosion occur, the surface shall be repaired, reseeded, mulched, and anchored. PARCEL NO: 16-10-31-01-02-001.000 231 E. 126TH STREET, CARMEL, INDIANA 46032 8/15/2016 1 9/29/2016 REVISED PER AGENCY COMMENTS JDH2 10/12/2016 REVISED PER DRAINAGE COMMENTS JDH1.14 Digit Watershed Hydrologic Unit Code : 05120201090040 2.Name of all receiving waters : WHITE RIVER 3.Estimate of peak discharge for post construction conditions (10-year) : 1.05 CFS 4.Locations of specific points where stormwater discharge will leave the site. STR. NO.37 of the 126th Street Improvement Plan 5.Locations where stormwater may be directly discharged into groundwater, such as abandoned wells or sinkholes. Infiltration trench at north end of property and Infiltration trench & dry basin along the south end of property. 6.Soils map of the predominant soil types including: a.Soil legend with descriptions of each soil type : See this page b.Brief description of how the site has accommodated the existing soil limitations: The site is partially wooded with mature trees and existing landscaping on a hilltop. Soils are "C" type. Perimeter silt fence will be installed to control runoff. Tree Preservations areas will be protected. 7.Description of potential pollutant sources associated with the construction activities: Potential pollutants include waste concrete, material and fuel storage areas, fueling locations, exposed soils, fluids associated with operation and maintenance of construction equipment on the site, debris, waste, sealants, paint, adhesives, concrete washout, and similar materials associated with the installation of the infrastructure, and fertilizer associated with landscaping. 8.Temporary and permanent stormwater quality measures: a.Location - see sheets 4 & 6 b.Dimensions - see sheets 4 & 6 c.Detailed specifications - see sheet 5 d.Construction details - see sheet 6 e.Monitoring and maintenance guidelines - see sheet 5 9.General construction sequence Preconstruction Planning: 1.This stormwater pollution prevention plan is applicable to the entire development and as such is made a part of these construction plans. Inasmuch as the site may be developed at different times, the system must be flexible enough to permit different areas to be developed and still guarantee adequate protection against soil erosion. It shall be the Contractor's responsibility to incorporate the stormwater pollution prevention practices contained in these construction plans into the construction techniques and procedures. The Contractor shall ensure that this plan is available on-site as per 327 IAC 15-5 for unannounced site inspection by the governing authority. A copy of the Notice of Intent shall also be posted at the entrance to the site by the Contractor. Additional copies are available upon request. 2.Appropriate measures shall be taken by the Contractor to minimize or eliminate wastes or unused building materials, including but not limited to garbage, debris, cleaning wastes, wastewater, and other substances from being carried from the site by runoff. Proper disposal or management of all wastes and unused building materials, appropriate to the nature of the waste or material is required. 3.Existing vegetation shall be retained on the construction site wherever possible until the area must be disturbed for construction activities. A buffer strip of existing vegetation (minimum of five feet wide) shall be maintained around the perimeter of the site whenever possible to reduce offsite erosion and sedimentation. 4.Staged clearing and grading practices shall be used whenever possible to reduce the amount of disturbed area to the absolute minimum needed for immediate construction activities. 5.When shown on the plans, diversions, perimeter dikes, and waterways shall be constructed to intercept considerable offsite runoff and divert it away from bare and disturbed soil until structures to capture the offsite runoff are in place. Said diversions shall be protected against erosion with riprap, straw bale dams, or other means. See appropriate specifications and details. 6.Stair-step grading and diversions shall be used when ground slopes exceed 3:1. Said diversions and slopes shall be protected against erosion by placing riprap or erosion control blankets as may be shown on the plan. See riprap or erosion control blanket specifications and details. 7.Concerning seeding and fertilization, the Contractor shall seek the recommendation of the local Soil and Water Conservation District for this development as the soils may vary in location and nutrient requirements depending upon the soil type, amount of shade, and type of seed. These recommendations shall be evaluated by the Owner and/or his agent and, if believed to be reasonable, shall be executed as part of the construction. 8.The Contractor shall have a trained individual on staff and scheduled on a regular basis to ensure that stormwater pollution prevention measures are inspected and maintained on a weekly basis and within 24 hours of 0.5-inch or greater rainfall event. A representative of the Owner shall be contacted and shall be present during or immediately following each inspection. Damaged measures shall be repaired or replaced immediately. See the maintenance requirements for each practice for more details. The Contractor shall be responsible for ensuring that the inspections are occurring and that an updated maintenance log is maintained and kept on site. In the event of a request for such an inspection log by the local Soil and Water Conservation District or other inspecting authority, the Contractor shall make the inspection log available within 48 hours. A maintenance checklist has been attached to the plans for convenience. 9.Disturbed areas shall be limited to the area outlined on the erosion control plan. Areas outside the limits shall retain their vegetative cover and shall remain undisturbed. The Contractor shall place temporary construction fence or make other appropriate plans to avoid such areas. 10.The Contractor shall be responsible for notifying the local Soil and Water Conservation District, IDEM and the County Offices or other appropriate jurisdictions within 48 hours of the beginning of construction at the site. 11.No equipment shall be driven or earth disturbance shall occur outside the construction limits as designated on this plan. 12.Existing vegetation and cover shall be retained where possible on all areas outside the construction limits indicated on this plan. Leave a minimum 5-feet vegetative buffer strip whenever possible around the perimeter of the site. 13.A construction staging area shall be established for equipment and vehicles as far from swales and drainage ways as possible. On-site location for Owner/Operator/Contractor placement of approved plans, Notice of Intent letter, and self-monitoring documentation and local permit shall be established. 14.A temporary construction entrance shall be constructed at ALL construction access points to the site prior to the initial earth disturbance at the site. Sediment being tracked from the site onto roadways shall be minimized. Roadways shall be kept clear of accumulated sediment by scraping or sweeping only unless flushed water drains to a controlled location. Cleared sediment shall be returned to a controlled location. 15.Unvegetated or thinly vegetated areas that are scheduled or likely to be left inactive for 7 days or more shall be temporarily or permanently seeded or otherwise stabilized as appropriate for the time of year unless such areas are routed through another appropriate and effective measure such as a sediment basin. 16.In the event that concrete is to be used during construction, a concrete washout shall be constructed at an appropriate location such as a construction entrance. Such washout location shall be located away from existing or proposed channels that carry or impound water. 17. Silt fence shall be placed as shown on the Stormwater Pollution Prevention Plan sheet prior to earth disturbance upstream from said fence. TREE PROTECTION TO BE PLACED WITH PERIMETER SILT FENCE. 18.Temporary seeding shall occur on all areas disturbed by construction or other areas indicated once they are at rough grade waiting for final or landscape grading to accept permanent seeding (see construciton Landscaping Plan). Postconstruction Inspection by Owner and Contractor: 1.After the Contractor has terminated land-disturbing activities and has implemented stormwater pollution prevention measures, he shall be responsible for scheduling an on-site walk-through with the Owner of the property to review the stormwater pollution prevention measures to ensure that adequate protection is in place to the satisfaction of the Owner. The Contractor shall also be responsible for removing temporary sediment control practices once permanent measures are in place and effective. Coordination for the removal of such temporary measures should be discussed at the walk-through with the Owner. 10.Location of proposed soil stockpiles, borrow, and/or disposal areas See sheet 4 11.Temporary and Permanent surface stabilization methods appropriate for each season See seeding mix information this page 12.Erosion and sediment control specifications for individual building lots Detailed, lot specific erosion control measures will be address with each individual Site Plan. 13.Material handling, storage, and spill prevention plan See Material handling section this page. 14.Contact information for the trained individual responsible for stormwater pollution prevention for the project site a.Name b.Address c.Telephone number d.E-mail address e.List of qualifications SWPPP for Post-Construction: 15.Description of potential pollutant sources associated with the proposed land use. See information on right side of this page. 16.Post-construction stormwater quality measures include : A)North Infiltration Trench B)South Infiltration Trench C)Dry Basin I Location - See sheets 3 & 4 II Dimensions - See sheets 3 & 4 III Sizing calculations - See report IV Detailed specifications - See sheet 3 V Construction details - See sheets 3 17.Sequence describing stormwater quality measure implementation Primary WQ items (Infiltration trenchs) will be constructed prior to home construction. Development & Lot runoff protection will be maintained during entire construction schedule. 18.Stormwater quality measures to be implemented to prevent or minimize adverse impacts to stream and riparian habitats Infiltration trenches. 19.An operation and maintenance manual for all post-construction stormwater quality measures: A separate O & M manual will be provided. MATERIAL HANDLING AND SPILL PREVENTION PLAN The Contractor shall provide a stone surface material staging area. The Contractor shall be required to manage his wastes such that wastes are disposed of properly away from the site. Littering, burying of trash and waste materials, and rinsing of waste receptacles on the site are prohibited. In general, repair of equipment and use of liquids and fuels shall be avoided when possible on the site. When used on-site, all liquid material shall be stored in a weather-proof, vandalism resistant enclosure or removed from the site during non-work hours. An on-site fueling area shall be designated as far away as possible from existing or proposed drainage channels and inlet structures so that spills can be contained and be kept away from areas that drain to adjacent waterways. If more than 200 gallons of fuel is stored on-site, appropriate temporary containment facilities shall be placed to prevent migration of spills. All materials shall be handled, applied, and disposed of in strict accordance with these plans and with manufacturer's recommendations. Spills on pavement or impervious surfaces shall generally be cleaned up using absorbent materials such as cat littler and/or rags to contain its spread. Spills on dirt areas shall be contained using an earthen berm or dike followed by digging up and properly disposing the contaminated soil. Spills during rain shall be covered with tarp or other material to prevent contaminating runoff. Material handeling and storage associated with construction activities shall meet the spill prevention and spill response requirements in 327 IAC 2-6.1. Any accidents and spills shall be immediately reported to City of Carmel engineering Department (317-571-2441). In the case of large or hazardous spills, notify the local emergency response at 911 and Indiana Department of Environmental Management Spill Response at 888-233-7745. POTENTIAL POLLUTION SOURCES FROM PROPOSED LAND USE Potential pollutants include oils, hydrocarbons, and metals associated with vehicular activity, litter, and salts. SEQUENCE OF CONSTRUCTION AND STORMWATER POLLUTION PREVENTION MEASURES 1.Inspect and maintain stormwater pollution prevention measures as detailed in Item B2 and in these plans continuing until vegetation has been established and construction activity is complete to help prevent sediment and pollutants from entering storm sewers and the existing or proposed ponds or drainageways. 2.After acceptance of the project following the on-site walk-through with the site Contractor detailed in Item B2 above, inspection and maintenance of all common areas and infrastucture improvements shall be the responsibility of the Owner or his designee. Post-construction stormwater measures include reducing or eliminating surface runoff and controlling sources of pollutants and includes the following items: a) Swales w/ under drains. b) Reducing direct runoff from impervious surfaces into storm sewers and streets whenever possible and directing it to vegetated swales. c) Vegetated strips and swales. d) Conservation of existing natural wooded areas whenever possible. e) Permanent seeding and planting of trees to reduce effect of new or existing impervious surface. f) Outlet protection and dissipation measures. g) Inspection, maintenance, repair, and/or cleaning of parking lot, storm inlets, vegetation, swales, or other stormwater quality measures by the Owner. 8. Sumped storm sewer structures. DETAILS AND MAINTENANCE OF POST-CONSTRUCTION STORMWATER QUALITY MEASURES Parking lot/street sweeping/cleaning schedule: (For private streets) Each Spring following the anticipated last snowfall of the season, the Owner shall have the parking lot/streets cleaned to remove any remaining grit, salt, sand, and other materials from the pavement. (For public streets) The governmental agency responsible for maintenance of the accepted streets will be responsible for the scheduled cleaning/sweeping of the proposed streets. Storm Inlet Inspection and Maintenance: (For private sewer) Storm inlets on the site shall be inspected at the same time as the parking lot/street cleaning each Spring. Inlets shall be cleaned and/or repaired as deemed necessary by the inspection. (For public sewer) The governmental agency responsible for maintenance of the accepted streets and/or storm sewer will be responsible for inspection, maintenance, and cleaning of the storm inlets. Vegetated Area Inspection and Maintenance: Any vegetated areas owned or under the control of the Owner shall be inspected during regular lawn care activities. Any bare or thinly vegetated areas shall be seeded or otherwise cared for to reestablish vegetation in such areas. DETAILS AND MAINTENANCE OF STORMWATER POLLUTION PREVENTION MEASURES DURING CONSTRUCTION Practice 3.01-Temporary Gravel Entrance/Exit. Place six-inches minimum depth of 2-3 inch washed stone (INDOT CA No.2) with geotextile fabric underlayment. Area to be covered is as shown on the erosion control plan. Culverts shall be placed under the pad as necessary to maintain roadside drainage. Maintenance Requirements: Contractor shall inspect the entrance weekly and after storm events. Entrance shall be reshaped as necessary for drainage and runoff control. Topdress entrance with clean stone as needed. Sediment tracked onto roads shall be removed immediately by brushing or sweeping. Any damage to the pavement shall be immediately repaired. Practice 3.02-Topsoil (Salvage and Utilization). Contractor shall stockpile suitable topsoil material to be used for final lot grading. Stockpiles shall be protected against erosion by placing silt fence or straw bale barriers on downstream side of pile. Stockpiles used for more than six months shall be temporarily seeded, covered with a tarp, or surrounded by a sediment barrier (silt fence or straw bales). Before reapplying topsoil, subsoil shall be graded and roughened by disking to a depth of 3-4 inches. Maintenance Requirements: Contractor shall inspect newly topsoiled areas on a weekly basis until vegetation is established. Eroded areas shall be repaired and revegetated immediately. Practice 3.03-Surface Roughening. All areas that are to be stabilized with vegetation shall be roughened by bulldozer cleats, disk, tiller, or other methods. All graded areas that are not stabilized immediately shall also be roughened.3 11/16/2016 REVISED UTILITIES PER CLIENT JDH4 11/22/2016 REVISED UTILITIES CARMEL WATER JDH5 12/28/2016 REVISE PER CLIENT REQUEST JDH6 03/16/2017 REVISE PER ENG. COMMENTS JDH7 04/11/2017 REVISE PER UTILITY COMMENTS JDH8 04/25/2017 REVISE PER ENGINEERING & LADNSCAPE COMMENTS JDH9 05/10/2017 REVISE PER CITY & CLIENT COMMENTS JDH10 05/28/2017 REVISE PER CITY COMMENTS JDH DWG:DATE:CHK:FB:FIELD WORK:PART OF THE NW QUARTER OFSECTION 31, TOWNSHIP 18 NORTH,RANGE 4 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANA16-031 64-30-201664-23-2016STORM WATER POLLUTION PREVENTION PLAN OFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594Fx: 317-758-5510Alt Fx: 317-773-7161JDHJDHŽƉǇƌŝŐŚƚΞďǇ:,Ăůů>ĂŶĚ^ƵƌǀĞǇŝŶŐ͕ϮϬϭϲPARCEL NO: 16-10-31-01-02-001.000 231 E. 126TH STREET, CARMEL, INDIANA 46032 8/15/2016 Purpose To provide ingress/egress to a construction site and minimize tracking of mud and sediment onto public roadways. Dimensions Width - 20 feet minimum or full width of entrance/exit roadway, whichever is greater. Length - 150 feet minimum (length can be shorter for small sites). Thickness - eight inches minimum. Installation 1. Remove all vegetation and other objectionable material from the foundation area. 2. Grade foundation and crown for positive drainage. If the slope of the construction entrance is toward a public road and exceeds two percent, construct an eight inch high diversion ridge with a ratio of 3-to-1 side slopes across the foundation area about 15 feet from the entrance to divert runoff away from the road (see Temporary Construction Ingress/Egress Pad Cross- Section View Worksheet). 3. Install a culvert pipe under the pad if needed to maintain proper public road drainage. 4. If wet conditions are anticipated, place geotextile fabric on the graded foundation to improve stability. 5. Place aggregate (INDOT CA No. 2) to the dimensions and grade shown in the construction plans, leaving the surface smooth and sloped for drainage. 6. Top-dress the first 50 feet adjacent to the public roadway with two to three inches of washed aggregate (INDOT CA No. 53) [optional, used primarily where the purpose of the pad is to keep soil from adhering to vehicle tires]. 7. Where possible, divert all storm water runoff and drainage from the ingress/egress pad to a sediment trap or basin. Materials One to two and one-half inch diameter washed aggregate [Indiana Department of Transportation Course Aggregate No. 2 (see Appendix D)]. One-half to one and one-half inch diameter washed aggregate [INDOT CA No. 53 (see Appendix D)]. Geotextile fabric underlayment (see Appendix C) (used as a separation layer to prevent intermixing of aggregate and the underlying soil material and to provide greater bearing strength when encountering wet conditions or soils with a seasonal high water table limitation). Maintenance Inspect daily. Reshape pad as needed for drainage and runoff control. Top dress with clean aggregate as needed. Immediately remove mud and sediment tracked or washed onto public roads. Flushing should only be used if the water can be conveyed into a sediment trap or basin. Purpose To provide vegetative cover where permanent seeding is not desirable or practical. To reduce erosion and sedimentation damage by stabilizing disturbed areas. To reduce problems associated with mud or dust from unvegetated soil surfaces during construction. To reduce sediment-laden storm water runoff from being transported to downstream areas. To improve visual aesthetics of construction areas. Specifications - Seedbed Preparation Grade and apply soil amendments. Seeding Frequency Seed rough graded areas daily while soil is still loose and moist. Density of Vegetative Cover Eighty percent or greater over the soil surface. Table 1. Temporary Seeding Specifications Seed Species1 Rate per Acre Planting Depth Optimum Dates2 Wheat or Rye 150 lbs. WRòLQFKHV Sept. 15 - Oct. 30 Spring Oats 100 lbs. 1 inch March 1 - April 15 Annual Ryegrass 40 lbs. óLQFK March 1 - May 1 Aug. 1 - Sept. 1 German Millet 40 lbs. 1 to 2 inches May 1 - June 1 Sudangrass 35 lbs. 1 to 2 inches May 1 - July 30 Buckwheat 60 lbs. 1 to 2 inches April 15 - June 1 Corn (broadcast) 300 lbs. 1 to 2 inches May 11 - Aug. 10 Sorghum 35 lbs. 1 to 2 inches May 1 - July 15 1 Perennial species may be used as a temporary cover, especially if the area to be seeded will remain idle for more than one year (see Permanent Seeding on page 35). 2 Seeding done outside the optimum seeding dates increases the chances of seeding failure. Dates may be extended or shortened based on the location of the project site within the state. Notes: Mulch alone is an acceptable temporary cover and may be used in lieu of temporary seeding, provided that it is appropriately anchored. A high potential for fertilizer, seed, and mulch to wash exists on steep banks, cuts, and in channels and areas of concentrated flow. Materials Soil Amendments - Select materials and rates as determined by a soil test (contact your county soil and water conservation district or cooperative extension office for assistance and soil information, including available soil testing services) or 400 to 600 pounds of 12-12-12 analysis fertilizer, or equivalent. Consider the use of reduced phosphorus application where soil tests indicate adequate phosphorous levels in the soil profile. Seed - Select appropriate plant species seed or seed mixtures on the basis of quick germination, growth, and time of year to be seeded (see Table 1). Mulch - Straw, hay, wood fiber, etc. (to protect seedbed, retain moisture, and encourage plant growth). Anchored to prevent removal by wind or water or covered with manufactured erosion control blankets. TEMPORARY SEEDING Seedbed Preparation 1. Test soil to determine pH and nutrient levels. 2. Apply soil amendments as recommended by the soil test. If testing is not done, apply 400 to 600 pounds per acre of 12-12-12 analysis fertilizer, or equivalent. 3. Work the soil amendments into the upper two to four inches of the soil with a disk or rake operated across the slope. Seeding 1. Select a seed species or an appropriate seed mixture and application rate from Table 1. 2. Apply seed uniformly with a drill or cultipacker seeder or by broadcasting. Plant or cover seed to the depth shown in Table 1. 3. Inspect within 24 hours of each rain event and at least once every seven calendar days. 4. Check for erosion or movement of mulch and repair immediately. 5. Monitor for erosion damage and adequate cover (80 percent density); reseed, fertilize, and apply mulch where necessary. 6. If nitrogen deficiency is apparent, top-dress fall seeded wheat or rye seeding with 50 pounds per acre of nitrogen in February or March. Application Notes: 1. If drilling or broadcasting the seed, ensure good seed-to-soil contact by firming the seedbed with a roller or cultipacker after completing seeding operations. 2. Daily seeding when the soil is moist is usually most effective. 3. If seeding is done with a hydroseeder, fertilizer and mulch can be applied with the seed in a slurry mixture. 4. Apply mulch and anchor it in place. PERMANENT SEEDING Purpose To provide permanent vegetative cover and improve visual aesthetics of a project site. To reduce erosion and sedimentation damage by stabilizing disturbed areas. To reduce problems associated with mud or dust from unvegetated soil surfaces. To reduce sediment-laden storm water runoff from being transported to downstream areas. Seedbed Preparation Grade and apply soil amendments. Seeding Frequency Seed final graded areas daily while soil is still loose and moist. Density of Vegetative Cover Ninety percent or greater over the soil surface. Materials Soil Amendments - Select materials and rates as determined by a soil test (contact your county soil and water conservation district or cooperative extension office for assistance and soil information, including available soil testing services) or 400 to 600 pounds of 12-12-12 analysis fertilizer, or equivalent. Consider the use of reduced phosphorus application where soil tests indicate adequate phosphorous levels in the soil profile. Seed - Select an appropriate plant species seed or seed mixture on the basis of soil type, soil pH, region of the state, time of year, and intended land use of the area to be seeded (see Table 1). Mulch - Straw, hay, wood fiber, etc. (to protect seedbed, retain moisture, and encourage plant growth). Anchored to prevent removal by wind or water or covered with premanufactured erosion control blankets. Site Preparation 1. Grade the site to achieve positive drainage. 2. Add topsoil or compost mulch to achieve needed depth for establishment of vegetation. (Compost material may be added to improve soil moisture holding capacity, soil friability, and nutrient availability.) Seedbed Preparation 1. Test soil to determine pH and nutrient levels. 2. Apply soil amendments as recommended by the soil test and work into the upper two to four inches of soil. If testing is not done, apply 400 to 600 pounds per acre of 12-12-12 analysis fertilizer, or equivalent. 3. Till the soil to obtain a uniform seedbed. Use a disk or rake, operated across the slope, to work the soil amendments into the upper two to four inches of the soil. Seeding Optimum seeding dates are March 1 to May 10 and August 10 to September 30. Permanent seeding done between May 10 and August 10 may need to be irrigated. Seeding outside or beyond optimum seeding dates is still possible with the understanding that reseeding or overseeding may be required if adequate surface cover is not achieved. Reseeding or overseeding can be easily accomplished if the soil surface remains well protected with mulch. 1. Select a seeding mixture and rate from Table 1. Select seed mixture based on site conditions, soil pH, intended land use, and expected level of maintenance. 2. Apply seed uniformly with a drill or cultipacker seeder (see Figure 1) or by broadcasting (see Figure 2). Plant or cover the seed to a depth of one-fourth to one-half inch. If drilling or broadcasting the seed, ensure good seed-to-soil contact by firming the seedbed with a roller or cultipacker after completing seeding operations. (If seeding is done with a hydroseeder (see Figure 3), fertilizer and mulch can be applied with the seed in a slurry mixture.) 3. Mulch all seeded areas and use appropriate methods to anchor the mulch in place. Consider using erosion control blankets on sloping areas and conveyance channels. Maintenance Inspect within 24 hours of each rain event and at least once every seven calendar days until the vegetation is successfully established. Characteristics of a successful stand include vigorous dark green or bluishgreen seedlings with a uniform vegetative cover density of 90 percent or more. Check for erosion or movement of mulch. Repair damaged, bare, gullied, or sparsely vegetated areas and then fertilize, reseed, and apply and anchor mulch. If plant cover is sparse or patchy, evaluate the plant materials chosen, soil fertility, moisture condition, and mulch application; repair affected areas either by overseeding or preparing a new seedbed and reseeding. Apply and anchor mulch on the newly seeded areas. If vegetation fails to grow, consider soil testing to determine soil pH or nutrient deficiency problems. (Contact your soil and water conservation district or cooperative extension office for assistance.) If additional fertilization is needed to get a satisfactory stand, do so according to soil test recommendations. Add fertilizer the following growing season. Fertilize according to soil test recommendations. Fertilize turf areas annually. Apply fertilizer in a split application. For cool-season grasses, apply one-half of the fertilizer in late spring and onehalf in early fall. For warm-season grasses, apply one-third in early spring, one-third in late spring, and the remaining one-third in middle summer. PERMANENT SEEDING This table provides several seed mixture options. Additional seed mixtures are available commercially. When selecting a mixture, consider intended land use and site conditions, including soil properties (e.g., soil pH and drainage), slope aspect, and the tolerance of each species to shade and drought. Seed Mixtures Rate per Acre Optimum Soil pH Pure Live Seed 1. Perennial ryegrass 70 lbs. - white clover1 2 lbs. 5.6 to 7.0 2. Perennial ryegrass 70 lbs. - tall fescue2 50 lbs. 5.6 to 7.0 3. Tall fescue2 70 lbs. - white clover1 2 lbs. 5.5 to 7.5 Seed Mixtures Rate per Acre Optimum Soil pH Pure Live Seed 1. Smooth brome grass 35 lbs. - red clover1 20 lbs. 5.5 to 7.0 2. Tall fescue2 50 lbs. - white clover1 2 lbs. 5.5 to 7.5 3. Tall fescue2 50 lbs - red clover1 20 lbs. 5.5 to 7.5 4. Orchard grass 30 lbs. - red clover1 20 lbs. 5.6 to 7.0 - white clover1 2 lbs. 5. Crownvetch1 12 lbs. - tall fescue2 30 lbs. 5.6 to 7.0 Seed Mixtures Rate per Acre Optimum Soil pH Pure Live Seed 1. Bluegrass 140 lbs. 5.5 to 7.0 2. Perennial ryegrass 60 lbs. (turf type)90 lbs. 5.6 to 7.0 3. Tall fescue (turf type)2 170 lbs. - bluegrass 30 lbs. 5.6 to 7.5 Seed Mixtures Rate per Acre Optimum Soil pH Pure Live Seed 1. Perennial ryegrass 150 lbs. - white1 2 lbs. 5.5 to 7.0 2. Kentucky bluegrass 20 lbs. - smooth bromegrass 10 lbs. - switchgrass 3 lbs. 5.5 to 7.5 - timothy 4 lbs. - perennial ryegrass 10 lbs. - white clover 2 2 lbs. 3. Tall fescue1 150 lbs. - white clover 2 2 lbs. 5.5 to 7.5 4. Tall fescue2 150 lbs. - perennial ryegrass 20 lbs. 5.5 to 7.5 - Kentucky bluegrass 20 lbs. 1 For best results: (a) legume seed should be inoculated; (b) seeding mixtures containing legumes should preferably be spring-seeded, although the grass may be fall-seeded and the legume frost-seeded; and (c) if legumes are fall-seeded, do so in early fall. 2 Tall fescue provides little cover for, and may be toxic to some species of wildlife. The Indiana Department of Natural Resources recognizes the need for additional research on alternatives such as buffalograss, orchardgrass, smooth bromegrass, and switchgrass. This research, in conjunction with demonstration areas, should focus on erosion control characteristics, wildlife toxicity, turf durability, and drought resistance. Notes: 1. An oat or wheat companion or nurse crop may be used with any of the above permanent seeding mixtures, at the following rates: (a) spring oats - one-fourth to three-fourths bushel per acre (b) wheat - no more than one-half bushel per acre 2. A high potential for fertilizer, seed, and mulch to wash exists on steep banks, cuts, and in channels and areas of concentrated flow. Purpose To trap sediment from small, disturbed areas by reducing the velocity of sheet flow. Silt fences capture sediment by ponding water to allow deposition, not by filtration. Note: Silt fence is not recommended for use as a diversion and should not be used across a stream, channel, ditch, swale, or anywhere that concentrated flow is anticipated. Drainage Area Limited to one-quarter acre per 100 linear feet of fence. Further restricted by slope steepness (see Table 1). Effective Life Six months (maximum). Location Installed parallel to the slope contour. Minimum of 10 feet beyond the toe of the slope to provide a broad, shallow sediment pool. Accessible for maintenance (removal of sediment and silt fence repair). Specifications Spacing Table 1. Slope Steepness Restrictions Percent Slope Maximum Distance < 2% < 50:1 100 feet 2% - 5% 50:1 to 20:1 75 feet 5% - 10%(1) 20:1 to 10:1 50 feet 10% - 20%(1) 10:1 to 5:1 25 feet > 20%(1) > 5:1 15 feet 1 Consider other alternatives. Note: Multiple rows of silt fence are not recommended on the same slope. Trench Depth - eight inches minimum. Width - four inches minimum. After installing fence, backfill with soil material and compact (to bury and anchor the lower portion of the fence fabric). Note: An alternative to trenching is to use mechanical equipment to plow in the silt fence. Materials and Silt Fence Specifications Fabric - woven or non-woven geotextile fabric meeting specified minimums outlined in Table 2. Table 2. Geotextile Fabric Specifications for Silt Fence (minimum) Physical Property Woven Non-Woven Geotextile Fabric Geotextile Fabric Filtering efficiency 85% 85% Textile strength at 20% elongation Standard strength 30 lbs. per linear inch 50 lbs. per linear inch Extra strength 50 lbs. per linear inch 70 lbs. per linear inch Slurry flow rate 0.3 gal./min./square feet 4.5 gal./min./square feet Water flow rate 15 gal./min./square feet 220 gal./min./square feet UV resistance 70% 85% Post spacing 7 feet 5 feet Note: Silt fences can be purchased commercially. Height - a minimum of 18 inches above ground level (30 inches maximum). Reinforcement - fabric securely fastened to posts with wood lathe. Support Posts- 2 x 2 inch hardwood posts. Steel fence posts may be substituted for hardwood posts (steel posts should have projections for fastening fabric). Spacing- Eight feet maximum if fence is supported by wire mesh fencing. Six feet maximum for extra-strength fabric without wire backing. Installation Prefabricated silt fence 1. Lay out the location of the fence so that it is parallel to the contour of the slope and at least 10 feet beyond the toe of the slope to provide a sediment storage area. Turn the ends of the fence up slope such that the point of contact between the ground and the bottom of the fence end terminates at a higher elevation than the top of the fence at its lowest point (see Exhibit 1). 2. Excavate an eight-inch deep by four-inch wide trench along the entire length of the fence line (see Exhibit 2). Installation by plowing is also acceptable. 3. Install the silt fence with the filter fabric located on the up-slope side of the excavated trench and the support posts on the down-slope side of the trench. 4. Drive the support posts at least 18 inches into the ground, tightly stretching the fabric between the posts as each is driven into the soil. A minimum of 12 inches of the filter fabric should extend into the trench. (If it is necessary to join the ends of two fences, use the wrap joint method shown in Exhibit 3.) 5. Lay the lower four inches of filter fabric on the bottom of the trench and extend it toward the up-slope side of the trench. 6. Backfill the trench with soil material and compact it in place. Note: If the silt fence is being constructed on-site, attach the filter fabric to the support posts (refer to Tables 1 and 2 for spacing and geotextile specifications) and attach wooden lathe to secure the fabric to the posts. Allow for at least 12 inches of fabric below ground level. Complete the silt fence installation, following steps 1 through 6 above. Maintenance Inspect within 24 hours of a rain event and at least once every seven calendar days. If fence fabric tears, starts to decompose, or in any way becomes ineffective, replace the affected portion immediately. Note: All repairs should meet specifications as outlined within this measure. Remove deposited sediment when it is causing the filter fabric to bulge or when it reaches one-half the height of the fence at its lowest point. When contributing drainage area has been stabilized, remove the fence and sediment deposits, grade the site to blend with the surrounding area, and stabilize.1 9/29/2016 REVISED PER AGENCY COMMENTS JDH2 10/12/2016 REVISED PER DRAINAGE COMMENTS JDH3 11/16/2016 REVISED UTILITIES PER CLIENT JDH4 11/22/2016 REVISED UTILITIES CARMEL WATER JDH5 12/28/2016 REVISE PER CLIENT REQUEST JDH6 03/16/2017 REVISE PER ENG. COMMENTS JDH7 04/11/2017 REVISE PER UTILITY COMMENTS JDH8 04/25/2017 REVISE PER ENGINEERING & LADNSCAPE COMMENTS JDH9 05/10/2017 REVISE PER CITY & CLIENT COMMENTS JDH10 05/28/2017 REVISE PER CITY COMMENTS JDHPractice 3.17-Erosion Control Blanket. Organic or synthetic mulch incorporated into a polypropylene or similar netting material. Immediately upon grading and topsoil placement of swale or area to receive blanket and seed, place seed and erosion control blanket in accordance with manufacturer's recommendations including proper blanket anchoring as recommended by the manufacturer. If a delay occurs prior to placement of seed and/or blanket, place a straw bale dam, rock dam, or other measure at the downstream end of the swale or area receiving blanket and seed as indicated on the erosion control plan. Maintenance Requirements: During the period of vegetative establishment, inspect after storm events for any erosion below the blanket. Pull back and anchor any areas showing erosion according to the manufacturer's recommendations. EROSION CONTROL BLANKET FASTENER FASTENER 3' - 0" MAX. CTRS. TAMPED NATIVE SOIL EROSION CONTROL BLANKET FLOW FASTENER ANCHOR TRENCH SECTION SHINGLE SPLICE SECTION 6" MIN. EDGE OR END OVERLAP FLOW TAMPED NATIVE SOIL EROSION CONTROL BLANKET SECTION FASTENER 6" MAX. CTRS. CHECK SLOT FASTENER 6" MAX. CTRS. FLOW TAMPED NATIVE SOIL 6" MIN. 6" MIN. 6" MIN. 6" MIN. 6" MIN. SECTION INITIAL ANCHOR FASTENER 3' - 0" MAX. CTRS. EROSION CONTROL BLANKET FASTENER 3' - 0" MAX. CTRS. FASTENER TYP. BLANKET ENDS BLANKET EDGES 6" MIN. END OVERLAP INITIAL ANCHOR(SEE SECTION) ANCHOR TRENCH(SEE SECTION) SHINGLE SPLICE(SEE SECTION) 6" MAX. CTRS. TYP. 1' - 6" MAX. CTRS. TYP. î75(1&+ PERSPECTIVE VIEW EROSION CONTROL BLANKET INSTALLATION DETAIL N.T.S. NOTES 1.START BLANKET AT TOP OF THE SWALE AND ROLL IN THE DIRECTION OF THE WATER FLOW IN THE SWALE. 2. MORE THAN THE MINIMUM OF ONE FASTENER PER SQUARE YARD MAY BE REQUIRED DUE TO CONDITIONS SUCH AS BLANKET COMPOSITION, SOIL TYPE, SURFACE UNIFORMITY, AND FLOW VELOCITY. 3. ROLL ENDS MAY BE SPLICED IN A CHECK SLOT. 4. REFER TO MANUFACTURERS RECOMMENDATIONS FOR SPECIFICS ON CHANNEL PLACEMENT AND STAPLE PATTERS. CHECK SLOT(SEE SECTION) 3' - 0" MAX. CTRS. TYP. 3" TOPSOIL 0'-6' CHANNEL BOTTOM WIDTH 1 3 MAX 3:1 SLOPE MAX 3:1 SLOPE A MINUMUM OF 12" (3' HORIZONTAL) OF THE CHANNEL SLOPE SHALL BE COVERED BY BLANKET. REMAINDER OF CHANNEL SLOPE TO BE PERMANENT SEEDED. FINISH GRADE, SEEDED AND STRAW MULCHED FINISH GRADE, SEEDED AND STRAW MULCHED S-75 EROSION CONTROL BLANKET AS MANUFACTURED BY NORTH AMERICAN GREEN OR APPROVED EQUAL. 6 : 6 3 & 6 : ' 195.68'(M ) 1 9 5 . 6 4 ' ( D )6 :63& ' 01 (63& 0 31 (63& 0 '6 :63& 6 :' 86.36'(M) 88.16' (D) LOT 2 60'83.93'153.89'108.64'137.10'154.13'60'75' 16.22' 60.73' 49.99' 10.62'73.90' 15' FBS L 15' FBSL 15' FBSL 25' FBSL5' SYS5' SYS5' SYS20' RYS 20' I.E. & D.E. 10' DUE & BMP 10' DUE & BMP1.79' 10' DU E & B M P 1 ( 15.63'20' DUE68.75'5' BUFFERYARD5' BUFFERYARD12' S.S.E. 5' BUFFERYARD REPLAT OF LOT 1 AUMANS ADDITION PART OF THE NW 1 4, SEC. 31-T18N-R4E 231 E. 126TH STREET, CARMEL, INDIANA 46032 FINAL SECONDARY PLAT REPLAT OF LOT 1 AUMANS ADDITION CURRENT ZONING: CLASS:R-2 FRONT SETBACK: 35' (Variance approved: 15') REAR SETBACK: 20' SIDE SETBACK: 5' (MIN) AGG: 15' LOT WIDTH: 80' (Variance approved) MAX COVERAGE: 43.9% (Variance approved) LEGEND: FBSL = FRONT SETBACK LINE SYS = SIDE YARD SETBACK LINE RYS = REAR YARD SETBACK LINE SSE = SANITARY SEWER EASEMENT IE/DE = INGRESS, EGRESS & DRAINAGE EASEMENT VICINITY MAP SITE I affirm, under the penalties for perjury, that I have taken reasonable care to redact each Social Security Number in this document, unless required by law. JAMES D. HALL Registered Land Surveyor AREA OF R/W DEDICATION 64)7$& AREA OF R / W D E D I C A T I O N 6 4 ) 7 $ & Old Town Development LLC 1132 S Rangeline Rd Ste 200 Carmel, IN 46032 (P)317-816-3151 LOT 1B 0.208$& 9,044.4 S.F. LOT 1C 0.195$& 8,501.2 S.F. BUILDING ENVELOPE 5,415.8 S.F. BUILDING ENVELOPE 5,003.2 S.F. LOT 1A 0.265$& 11,547.64 S.F. BUILDING ENVELOPE 5,015.9 S.F. LOT 1D 0.239$& 10,438.75 S.F. BUILDING ENVELOPE 4,374.6 S.F. DOCKET NO. 16090001 PP 16090002 SW 16100014 V 16100015 V 16100016 V 16100017 V 16100018 V 17050001SP Commission's Certificate UNDER AUTHORITY PROVIDED BY INDIANA CODE 36-7-4-710 AND ORDINANCES ADOPTED BY THE COMMON COUNCIL OF THE CITY OF CARMEL, INDIANA, THIS PLAT WAS GIVEN APPROVAL BY THE CITY OF CARMEL, AS FOLLOWS: Granted Administrative approval by the Department of Community Services pursuant to Article XI of the Carmel Plan Commission's Rules of Procedure on , 2017. CARMEL PLAN COMMISSION BY: , Director Mr. Michael Hollibaugh DEPARTMENT OF COMMUNITY SERVICES Carmel, Indiana Board of Public Works and Safety Certificate THIS PLAT WAS GIVEN APPROVAL BY THE BOARD OF PUBLIC WORKS AND SAFETY OF THE CITY OF CARMEL, INDIANA, AT A MEETING HELD:, 2017. James Brainard, Mayor Mary Ann Burke, Member Lori Watson, Member Christine Pauley, Clerk Treasurer Deed of Dedication We, the undersigned, OLD TOWN DEVELOPMENT , LLC owner(s) of the real estate shown and described herein, do hereby certify that we have laid off, platted and subdivided, and do hereby lay off, plat and subdivide, said real estate in accordance with the within plat. The subdivision shall be known and designated as REPLAT OF LOT 1 IN AUMAN'S ADDITION , an addition to CARMEL, INDIANA . All streets and alleys shown and not heretofore dedicated, are hereby dedicated to the public. Front and side yard building setback lines are hereby established as shown on this plat, between which lines and the property lines of the street there shall be erected or maintained no building or structure. There are strips of ground 10 feet, 15 feet & 20 feet in width as shown on this plat and marked "Easement", reserved for the use of public utilities for the installation of water and sewer mains, poles, ducts, lines and wires, subject at all times to the proper authorities and to the easement herein reserved. No permanent or other structures are to be erected or maintained upon said strips of land, but owners of lots in this subdivision shall take their titles subject to the rights of the public utilities. The right to enforce these provisions by injunction, together with the right to cause the removal, by due process of law, of any structure or part thereof erected or maintained in violation hereof, is hereby dedicated to the public, and reserved to the several owners of the several lots in this subdivision and to their heirs and assigns. Witness our Hands and Seals this day of , 2017. OLD TOWN DEVELOPMENT LLC BY: STATE OF INDIANA ) ) SS: COUNTY OF HAMILTON ) Before me the undersigned Notary Public, in and for the County and State, personally appeared OF OLD TOWN DEVELOPMENT, LLC, each separately and severally acknowledged the execution of the foregoing instrument as his or her voluntary act and deed, for the purposes therein expressed. Witness my hand and notarial seal this day of , 2017. (Notary Public) My Commission expires: I am a resident of County. Subdivider Agreement Form AGREEMENT The developer shall be responsible for any drainage problems, including standing water, flooding and erosion control, which arise or become evident at any time during the 3 year maintenance period after the release of the subdivision bond, and which is attributable to a deficiency in subdivision drainage design or construction of drainage improvements. This shall include all pipes, structures, swales, ditches and ponds which are pertinent features to the proper drainage of the subdivision. This responsibility of the developer shall not, however, include problems which are created subsequent to the completion of the subdivision improvements by the improper grading by individual builders or structures and improper grading installed or accomplished by individual homeowners. It is the intent of this agreement that the developer shall specifically provide such sub-surface drains, or storm sewers or ditches, as are required to properly rectify any drainage problem or sub-surface water problem which was not contemplated in the original approved subdivision design, including, but not restricted to, disposal of sub-surface water from footing drains of individual lots. OLD TOWN DEVELOPMENT LLC Date BY:JUSTIN MOFFETT Witness: 12/11/2016 LAND DESCRIPTION LOT 1 IN AUMAN'S ADDITION AS PER PLAT THEREOF RECORDED IN DEED RECORD 138, PAGES 273 AND 274 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA. EXCEPT (DB 288, PG. 554) A PART OF LOT 1 IN AUMAN'S ADDITION, AN ADDITION IN THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 31, TOWNSHIP 18 NORTH, RANGE 4 EAST, THE PLAT OF WHICH IS RECORDED IN DEED RECORD 138, PAGES 273 AND 274 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOW: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT; THENCE NORTH 89 DEGREES 25 MINUTES 00 SECONDS EAST 64.80 FEET ALONG THE NORTH LINE OF SAID LOT; THENCE SOUTH 65 DEGREES 01 MINUTES 05 SECONDS EAST 71.22 FEET TO THE WEST LINE OF SAID LOT; THENCE NORTH 00 DEGREES 28 MINUTES 00 SECONDS WEST 29.42 FEET ALONG SAID WEST LINE TO THE POINT OF BEGINNING AND CONTAINING 953 SQUARE FEET, MORE OR LESS. ALSO EXCEPT (INST# 2010051766) A PART OF LOT 1 IN AUMAN'S ADDITION, THE PLAT OF WHICH IS RECORDED IN DEED RECORD 138, PAGE 273 IN HE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 1; THENCE SOUTH 00 DEGREES 09 MINUTES 13 SECONDS WEST (ASSUMED BEARING) ALONG THE EAST LINE OF SAID LOT 1 A DISTANCE OF 2.46 FEET; THENCE SOUTH 88 DEGREES 15 MINUTES 13 SECONDS WEST A DISTANCE OF 86.16 FEET; THENCE SOUTH 81 DEGREES 15 MINUTES 33 SECONDS WEST A DISTANCE OF 195.64 FEET TO THE WEST LINE OF SAID LOT 1; THENCE NORTH 00 DEGREES 03 MINUTES 30 SECONDS WEST ALONG SAID WEST LINE A DISTANCE OF 6.22 FEET TO THE SOUTHERN BOUNDARY OF 126TH STREET, THE NEXT TWO COURSES BEING ALONG SAID BOUNDARY; 1) THENCE NORTH 65 DEGREES 42 MINUTES 41 SECONDS EAST A DISTANCE OF 71.06 FEET; 2) THENCE SOUTH 89 DEGREES 49 MINUTES 52 SECONDS EAST A DISTANCE OF 214.74 FEET TO THE PLACE OF BEGINNING. CONTAINING 0.077 ACRES (3,344 SQ.FT.) MORE OR LESS. Registered Land Surveyor's Certificate I JAMES D. HALL, HEREBY CERTIFY THAT I AM A REGISTERED LAND SURVEYOR, LICENSED IN COMPLIANCE WITH THE LAWS OF THE STATE OF INDIANA: THAT THIS PLAT CORRECTLY REPRESENTS A RETRACEMENT SURVEY COMPLETED BY THE JD HALL LAND SURVEYING AND RECORDED ON MAY 26, 2016 AS INSTRUMENT NO. 2016023903. THAT ALL THE MONUMENTS SHOWN THEREON ACTUALLY EXIST AND THAT THE LOCATION,SIZE, TYPE AND MATERIAL ARE ACCURATELY SHOWN: AND THAT ALL REQUIREMENTS SPECIFIED IN THE SUBDIVISION ORDINANCE OF THE CITY OF CARMEL HAVE BEEN MET. JAMES D. HALL, LS 20500017 DATE I affirm, under the penalties for perjury, that I have taken reasonable care to redact each Social Security Number in this document, unless required by law. JAMES D. HALL Registered Land Surveyor INST# 2016-21777 PARENT TRACT NO: 16-10-31-01-02-001.000 PART OF THE NW 1 4, SEC. 31-T18N-R4E 231 E. 126TH STREET, CARMEL, INDIANA 46032 FINAL SECONDARY PLAT 6 : 6 3 & 6 : ' 195.68'(M ) 1 9 5 . 6 4 ' ( D )6 :63& ' 01 (63& 0 31 (63& 0 '6 :63& 6 :' 86.36'(M) 88.16' (D) SSD SSD SSD SSD SSD SSD 60'83.93'153.89'108.64'137.10'154.13'60'75' 16.22' 60.73' 49.99' 10.62'73.90' 15' FB S L 15' FBSL 15' FBSL 25' FBSL5' SYS5' SYS5' SYS20' RYS 20' I.E. & D.E.WW10' DUE & B M P 10' DUE & BMP G SS 1.79' 10' DU E & B M P 1 ( 15.63'20' DUELS LS LS (1) 16 x 6 MJ TEE (1) 6" GATE VALVE (2) 16" BUTTERFLY VALVE 6-3 CONNECTION (1) 6" MJ CAP 395 LFT 16" D.I. 68.75'5' BUFFERYARD5' BUFFERYARD220 LF OF 6" SSD @ 1.00%WW12' S.S.E. 217 LF OF 6" S S D @ 2 . 5 4 %SSSSSSSSSSSSSSSS5' BUFFERYARD IN 24" WIDE INFILTRATION TRENCH CURRENT ZONING: CLASS:R-2 FRONT SETBACK: 35' REAR SETBACK: 20' SIDE SETBACK: 5' (MIN) AGG: 15' LOT WIDTH: 80' MAX COVERAGE: 35% TOTAL LAND AREA $& 40,211.37 SQ.FT. DEVELOPMENT DENSITY 4.33 EXISTING AUMAN'S ADDITION DENSITY 2.22 PROPOSED AUMAN'S ADDITION DENSITY 2.28 DWG:DATE:CHK:FB:FIELD WORK:16-031 8 REPLAT OF LOT 1 AUMANS ADDITION PARCEL NO: 16-10-31-01-02-001.000 231 E. 126TH STREET, CARMEL, INDIANA 46032 SITE PLAN EXHIBIT W/ VEHICLES OFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594Fx: 317-758-5510Alt Fx: 317-773-7161ŽƉǇƌŝŐŚƚΞďǇ:,Ăůů>ĂŶĚ^ƵƌǀĞǇŝŶŐ͕ϮϬϭϲPART OF THE NW QUARTER OFSECTION 31, TOWNSHIP 18 NORTH,RANGE 4 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANA4-23-201664-30-2016JDHJDHLOT 1B 0.208$& 9,044.4 S.F. LOT 1C 0.195$& 8,501.2 S.F. BUILDING ENVELOPE 5,415.8 S.F. BUILDING ENVELOPE 5,003.2 S.F. LOT 1A 0.265$& 11,547.64 S.F. BUILDING ENVELOPE 5,015.9 S.F. LOT 1D 0.239$& 10,438.75 S.F. BUILDING ENVELOPE 4,374.6 S.F. 8/15/2016EXISTING WATER LINEEXISTING WATER SERVICE TO BE ABANDONED 15' PRIVATE COMMON DRIVE 5' SIDEWALK CONSTRUCTION PER CARMEL STANDARD DETAIL 10-18 WITH 6" CURB AREA OF R/W DEDICATION 64)7$& AREA OF R / W D E D I C A T I O N 6 4 ) 7 $ & PROPOSED DWELLING FFE = 860.00 GAR = 859.50 BASE = 850.00 MFPG = 857.10 MLAG = 857.10 PORCH PORCH PROPOSED DWELLING FFE = 860.00 GAR = 859.50 BASE = 850.00 MFPG = 856.40 MLAG = 856.40 PROPOSED DWELLING FFE = 858.00 GAR = 857.50 BASE = 848.00 MFPG = 855.30 MLAG = 855.30 PROPOSED DWELLING FFE = 855.00 GAR = 854.50 BASE = 845.00 MFPG = 853.10 MLAG = 851.10 PORCH PORCH PORCH PORCH PORCH PORCH SILT FENCE SILT FENCE SILT FENCE SILT FENCE PROPOSED DRIVE PROPOSED LOT COVERAGE 31.8% PROPOSED LOT COVERAGE 45.3% PROPOSED LOT COVERAGE 43.9% PROPOSED LOT COVERAGE 34.7% 25'25'VI S IO N T R I A NG L E 1 9/29/2016 REVISED PER AGENCY COMMENTS JDHNOTE: 1)Lot coverage shown is assumed based on a typical example of a house footprint from Lot 10 Blackwell Park Section 2. This example may or may not be the final footprint of the homes designed for the prospective buyers. Each lot coverage percentage is subject to change. PROPOSED DRIVE PROPOSED DRIVE PROPOSED DRIVE 2 10/12/2016 REVISED PER DRAINAGE COMMENTS JDH2 10/12/2016 REVISED PER DRAINAGE COMMENTS JDH3 11/16/2016 REVISED UTILITIES PER CLIENT JDH4 11/22/2016 REVISED UTILITIES CARMEL WATER JDH5 12/28/2016 REVISE PER CLIENT REQUEST JDH6 03/16/2017 REVISE PER ENG. COMMENTS JDH7 04/11/2017 REVISE PER UTILITY COMMENTS JDH8 04/25/2017 REVISE PER ENGINEERING & LADNSCAPE COMMENTS JDH9 05/10/2017 REVISE PER CITY & CLIENT COMMENTS JDH10 05/28/2017 REVISE PER CITY COMMENTS JDH W W W W W W W W W W W W W W W W W W W W W ECP ECPECPECPECPECPSSD SSD SSD SSD SSD SSD 60'83.93'153.89'108.64'137.10'154.13'60'75' 16.22' 60.73' 49.99' 10.62'73.90' 15' FB S L 15' FBSL 15' FBSL 25' FBSL5' SYS5' SYS5' SYS20' RYS 20' I.E. & D.E.WW10' DUE & BM P 10' DUE & BMP SSSSSSSSSSSSSSSSG G SS 1.79' 10' DU E & B M P 1 ( 15.63'20' DUE(1) COMPLETE HYDRANT ASSEMBLY LS LS LS REPLACE METER PIT RETIRE HYDRANT AND VALVE LS LS (1) 16 x 6 MJ TEE (1) 6" GATE VALVE (2) 16" BUTTERFLY VALVE 6-3 CONNECTION (1) 6" MJ CAP RETIRE VALVE 395 LFT 16" D.I. 68.75'5' BUFFERYARD5' BUFFERYARDWW12' S.S.E.SSSSSSSSSSSSSSSS5' BUFFERYARD DWG:DATE:CHK:FB:FIELD WORK:16-031 9 REPLAT OF LOT 1 AUMANS ADDITION PARCEL NO: 16-10-31-01-02-001.000 231 E. 126TH STREET, CARMEL, INDIANA 46032 PRIMARY PLAT / CONSTRUCTION PLANS LANDSCAPE PLAN OFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594Fx: 317-758-5510Alt Fx: 317-773-7161ŽƉǇƌŝŐŚƚΞďǇ:,Ăůů>ĂŶĚ^ƵƌǀĞǇŝŶŐ͕ϮϬϭϲPART OF THE NW QUARTER OFSECTION 31, TOWNSHIP 18 NORTH,RANGE 4 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANA4-23-201664-30-2016JDHJDH9/29/2016 EXISTING WATER LINE EXISTING SEWER MAIN EXISTING WATER LINEEX 8" VCP @ 0.71%1 9/29/2016 REVISED PER AGENCY COMMENTS JDHTREE PRESERVATION FENCING = CONIFER TREE = DECIDUOUS TREE 2 10/12/2016 REVISED PER DRAINAGE COMMENTS JDHEXISTING VEGETATION ALONG RIGHT-OF-WAY AND WITHIN 5' BUFFERYARD TO REMAIN 3 11/16/2016 REVISED UTILITIES PER CLIENT JDH4 11/22/2016 REVISED UTILITIES CARMEL WATER JDH5 12/28/2016 REVISE PER CLIENT REQUEST JDH6 03/16/2017 REVISE PER ENG. COMMENTS JDH7 04/11/2017 REVISE PER UTILITY COMMENTS JDH= SHRUB 8 04/25/2017 REVISE PER ENGINEERING & LADNSCAPE COMMENTS JDH9 05/10/2017 REVISE PER CITY & CLIENT COMMENTS JDHTREE SCHEDULE PLANT NAME - Scientific Common SIZE Betula nigra RIVER BIRCH 2.5" CAL. Picea adies NORWAY SPRUCE 2.5" CAL. Carya ovata SHAGBARK HICKORY 2.5" CAL. Cornus alternifolia Pogado Dogwood 1.5" CAL. Gleditsia triacanthos inermis Thornless Honey Locust 2.5" CAL. Linodendron tulipifera Tulip Tree 2.5" CAL. Quercus rubra Northern Red Oak 2.5" CAL. SHRUB SCHEDULE PLANT NAME - Scientific Common SIZE Physocorpus opulifolius Ninebark 18" Height Myrica Pensylvanica Northern Bayberry 18" Height Buxus Boxwood 18" Height Thuja occidentalis Arborvitae (Emerald Green) 18" Height Ilex glabra Holy, American 18" Height Cortaderia selloana Pampas grass 18" Height TREE PRESERVATION FENCING 10 05/28/2017 REVISE PER CITY COMMENTS JDH