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HomeMy WebLinkAboutThe Grove at The Legacy S1B Plat UNRECORDED1B 1A 1B Curve Table: Alignments C1 C2 C3 C4 300.00' 300.00' 58.92' 150.00' 20.29' 20.29' 177.43' 75.83' 10.15' 10.15' 903.75' 38.75' 20.29' 20.29' 117.59' 75.03' 1ƒ ( 1ƒ ( 1ƒ ( 1ƒ ( ƒ  ƒ  ƒ  ƒ  CURVE TABLE C6 C7 C8 C9 C10 C11 C12 C15 C16 C17 C18 C19 C20 C21 C27 C28 C29 C31 C34 C35 THE OVERLOOK AT THE LEGACY SECTION TWO Instr. # 2015056952, Plat Cabinet #5, Slide #415 25' 1/2 R/W 24' 1/2 R/W VAR. 1/2 R/W COMMUNITY DRIVE CHERRY CREEK BOULEVARD EX. 15' U.E. UTILITY EASEMENT INSTR. No. 2008033173 DEDICATED RIGHT-OF-WAY Instr. # 2008043636, 1ƒ ( 7.79' 1ƒ ( 110.06' 1ƒ ( 247.89' C1 C2 C3 1ƒ ( 165.21' 163.69' 6ƒ ( 6ƒ ( 45.19' C31 C27 VAR. L.M.A.E.& P.A.E.&U.E. ' ƒ  R=75.00' L=57.07', T=29.995 1ƒ : 54.83' ' ƒ  R=144.00' L=125.16', T=66.844 ' ƒ  R=289.00' L=16.56', T=8.283 1ƒ ( 1ƒ ( 1ƒ THE OVERLOOK AT THE LEGACY SECTION TWO Instr. # 2015056952, Plat Cabinet #5, Slide #415 THE OVERLOOK AT THE LEGACY SECTION TWO Instr. # 2015056952, Plat Cabinet #5, Slide #415 25' 1/2 R/W VAR. 1/2 R/W CHERRY CREEK BOULEVARD C4 1ƒ ( 165.21' 163.69' 6ƒ ( 6ƒ ( 45.19' 1ƒ ( 31.61' C31 VAR. L.M.A.E.& P.A.E.&U.E. 1ƒ : C36 C35 C34 75.83' C15 C18 C16 C20 C19 C21 4' R.A.E. 4' R.A.E. 4' R.A.E. 4' R.A.E. 4' R.A.E. 4' R.A.E. 53' I.E.E. D.U.&S.S.E. 1ƒ : 1ƒ ( 1ƒ ( 50.00' 6ƒ ( ' ƒ  R=120.00' L=20.70', T=10.377 ' ƒ Dennis D. Olmstead Registered Land Surveyor No. 900012 # 0 . 0 4 56#6'1( & 5 7 + # + & 0 ; 8 ' # 4 1 0 0 & ' & # ' 1 & 5 ) ' + 4 6 + 5  . / & 4 ' 5 ' 6 JOB No. 55115PYT-S1 SHEET 4 OF 5 Surveyed and Prepared by: Dennis D. Olmstead Stoeppelwerth & Associates, Inc. 7965 East 106th Street Fishers, Indiana 46038 Phone: (317) 849-5935 Email: dolmstead@stoeppelwerth.com Owner/Subdivider: PM Development Holdings, LLC Christine Pauley, Clerk Treasurer James Brainard, Mayor Lori Watson, Member Mary Ann Burke, Member I, Dennis D. Olmstead, hereby certify that I am a Registered Land Surveyor, licensed in compliance And that all requirements specified in the subdivision ordinance of the City of Carmel have been met. That all the monuments shown thereon actually exist and that the location, size, type and material 9.2 Registered Land Surveyor's Certificate: are accurately shown: with the laws of the State of Indiana. By: 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. Dennis D. Olmstead Dennis D. Olmstead Registered Land Surveyor No. 900012 # 0 . 0 4 56#6'1( & 5 7 + # + & 0 ; 8 ' # 4 1 0 0 & ' & # ' 1 & 5 ) ' + 4 6 + 5  . / & 4 ' 5 ' 6 Michael P. Hollibaugh, Director Department of Community Services Carmel, Indiana Granted Administrative approval by the Department of Community Services pursuant to Article XI of the Carmel/Clay Plan Commission's Rules of Procedure on , 2017. 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: This Plat was approved by the Board of Public Works and Safety of the City of Carmel, Indiana, at a meeting held on the day of ,2017. A deed of dedication, in substantially the following form, shall appear on every final plat for a subdivision: The undersigned, PM Development Holdings, owner of the real estate shown and described herein, do hereby certify that I 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 The Grove at The Legacy, Section One B, a subdivision in Hamilton County, 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. Identified on this final plat are strips of ground, which per the legend are designated as easements. These are reserved for drainage and for 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. This plat is subject to the declaration of covenants, conditions and restrictions and any amendments thereof as follows: a. Master Declaration of Covenants & Restrictions of the Legacy recorded as Instrument No. 2008055153. b. Amenity Overlay Declaration of Covenants and Restrictions of the Legacy recorded as Instrument No. 2013002731 . Witness our Hands and Seals this day of , 2017. Owner/Subdivider: PM Development Holdings, LLC Todd Pyatt, President STATE OF INDIANA ) ) SS: COUNTY OFHAMILTON ) Before me a Notary Public in and for the County and State, personally appeared Todd Pyatt, President of PM Development Holdings, LLC, an Indiana limited liability company, and acknowledged the execution of this final plat for and on behalf of PM Development Holdings, LLC. Witness my hand and notarial seal this day of , 2017. Signature My Commission expires: I am a resident of Hamilton County. My Commission No: JOB No. 55115PYT-S1 SHEET 5 OF 5 Surveyed and Prepared by: Dennis D. Olmstead Stoeppelwerth & Associates, Inc. 7965 East 106th Street Fishers, Indiana 46038 Phone: (317) 849-5935 Email: dolmstead@stoeppelwerth.com Owner/Subdivider: PM Development Holdings, LLC 168 West Carmel Drive Carmel, Indiana 46032 Contact: Todd Pyatt Phone: (317) 379-0184 Email:Todd@Pyattbuilders.com Submission Date: 07/22/2016 Source of Title: Limited Warranty Deed - Instr. _____________ Carmel/Clay Plan Commision Nos. Primary Plat Docket No. 16030011PP Docket No. 16030012 ZW Docket No. 16030013 ZW Docket No. 16030014 ZW Docket No. 16030015 ZW Docket No. 16030016 ZW Docket No. 16030017 ADLS Secondary Plat Docket No. 16070013 SP Zoning: PUD (Planned Unit Development) Side Yard Min.= 0'/6' Between Structures Rear Yard Min.= 6' Min. Zoning-PUD Ordinance #Z-501-07 Refer to Exhibit 8 of PUD for Architectural Standards and notes on Sheet 6 of this Plat THE GROVE AT THE LEGACY SECTION ONE B FINAL PLAT (PART OF SEC. 23, T18N, R4E, HAMILTON CO., IN) The Grove at Legacy Monotony Mitigation Code: 1. Front Facades:7KHVDPHEXLOGLQJHOHYDWLRQVKDOOQRWEHFRQVWUXFWHGIRUWZR  ORWVRQHDFKVLGHRIWKHVXEMHFWORWRQWKHVDPHVLGHRIWKHVWUHHW7KHVDPHEXLOGLQJHOHYDWLRQVKDOO also not be replicated for the house directly across the street from the subject lot. 2. Exterior Siding and Masonry Colors:1RWZRVLGHE\VLGHKRPHVRQFRQWLJXRXVORWVRUWKHORWDFURVVWKHVWUHHWIURPWKHVXEMHFWORWVKDOOKDYHWKHVDPHSULPDU\H[WHULRUVLGLQJRU Masonry colors. Additional Conditions of Approval per Letter of Grant dated June 23, 2016 1. All homes are required to adhere to and follow the Architectural Guidelines and Anti-Monotony language included under Tab 4 of the informational packet dated 6-10-2016. 2. All garages must remain garages (i.e. conversion to an extra room or living space is not allowed). 168 West Carmel Drive Carmel, Indiana 46032 Contact: Todd Pyatt Phone: (317) 379-0184 Email:Todd@Pyattbuilders.com Submission Date: 07/22/2016 Source of Title: Limited Warranty Deed - Instr. _____________ Carmel/Clay Plan Commision Nos. Primary Plat Docket No. 16030011PP Docket No. 16030012 ZW Docket No. 16030013 ZW Docket No. 16030014 ZW Docket No. 16030015 ZW Docket No. 16030016 ZW Docket No. 16030017 ADLS Secondary Plat Docket No. 16070013 SP Zoning: PUD (Planned Unit Development) Side Yard Min.= 0'/6' Between Structures Rear Yard Min.= 6' Min. Zoning-PUD Ordinance #Z-501-07 Refer to Exhibit 8 of PUD for Architectural Standards and notes on Sheet 6 of this Plat THE GROVE AT THE LEGACY SECTION ONE B FINAL PLAT (PART OF SEC. 23, T18N, R4E, HAMILTON CO., IN) THE GROVE AT THE LEGACY SECTION ONE B I, the undersigned Registered Land Surveyor hereby certify that the included plat correctly represents a subdivision of part of Section 23, Township 18 North, Range 4 East of the 2nd Principal Meridan, Clay Township, Hamilton County, Indiana, more particularly described as follows: Beginning at the Northwest corner of The Overlook At The Legacy, Section Two; recorded as Instrument Number 2015056952, Plat Cabinet #5, Slide #415, in the Office of the Recorder of Hamilton County, Indiana; said point also being a point on a curve concave northerly, the radius point of said curve being North 06 degrees 40 minutes 47 seconds West 75.00 feet from said point; thence westerly along said curve 57.07 feet to the point of tangency of said curve, said point being South 36 degrees 54 minutes 57 seconds West 75.00 feet from the radius point of said curve; thence North 53 degrees 05 minutes 05 seconds West 54.83 feet to a point on a curve concave northeasterly, the radius point of said curve being North 36 degrees 54 minutes 54 seconds East 144.00 feet from said point; thence northwesterly along said curve 125.16 feet to the point of tangency of said curve, said point being South 86 degrees 42 minutes 56 seconds West 144.00 feet from the radius point of said curve to a point on a curve concave easterly, the radius point of said curve being North 86 degrees 42 minutes 58 seconds East 289.00 feet from said point; thence northerly along said curve 16.56 feet to the point of tangency of said curve, said point being South 89 degrees 59 minutes 58 seconds West 289.00 feet from the radius point of said curve; thence North 00 degrees 00 minutes 00 seconds East 174.35 feet; thence North 90 degrees 00 minutes 00 seconds East 210.35 feet; thence North 00 degrees 00 minutes 00 seconds East 113.40 feet; thence North 90 degrees 00 minutes 00 seconds East 172.00 feet; thence South 00 degrees 00 minutes 00 seconds East 78.70 feet; thence North 90 degrees 00 minutes 00 seconds East 138.69 feet; thence South 00 degrees 00 minutes 00 seconds East 125.58 feet; thence South 90 degrees 00 minutes 00 seconds West 140.25 feet to a point on a curve concave southwesterly, the radius point of said curve being South 81 degrees 57 minutes 08 seconds West 25.00 feet from said point; thence northwesterly along said curve 35.76 feet to the point of tangency of said curve, said point being North 00 degrees 00 minutes 00 seconds East 25.00 feet from the radius point of said curve; thence South 90 degrees 00 minutes 00 seconds West 56.00 feet; thence South 00 degrees 00 minutes 00 seconds East 125.92 feet; thence North 90 degrees 00 minutes 00 seconds West 5.00 feet; thence South 00 degrees 00 minutes 00 seconds East 135.14 feet to a point on a curve concave southerly, the radius point of said curve being South 03 degrees 30 minutes 15 seconds East 1,581.89 feet from said point; thence westerly along said curve 140.51 feet to the point of tangency of said curve, said point being North 08 degrees 35 minutes 36 seconds West 1,581.89 feet from the radius point of said curve to the place of beginning. Also, beginning at the Northwest corner of The Overlook At The Legacy, Section Two; recorded as Instrument Number 2015056952, Plat Cabinet #5, Slide #415, in the Office of the Recorder of Hamilton County, Indiana; said point also being a point on a curve concave Southerly, the radius point of said curve being South 08 degrees 36 minutes 06 seconds East 1581.89 feet from said point; thence Westerly along said curve 140.51 feet to the point of tangency of said curve, said point being North 03 degrees 30 minutes 05 seconds West 1581.89 feet from the radius point of said curve; thence continuing easterly along said curve 96.49 feet to the point of tangency of said curve, said point being North 00 degrees 00 minutes 34 seconds West 1,581.89 feet from the radius point of said curve; thence North 90 degrees 00 minutes 00 seconds East 129.57 feet to the POINT OF BEGINNING of this description; thence North 00 degrees 00 minutes 00 seconds East 97.38 feet; thence North 03 degrees 34 minutes 35 seconds East 50.00 feet; thence South 86 degrees 25 minutes 25 seconds East 117.47 feet to the point of curvature of a curve concave northerly, the radius point of said curve being North 03 degrees 34 minutes 35 seconds East 120.00 feet from said point; thence easterly along said curve 20.70 feet to the point of tangency of said curve, said point being South 06 degrees 18 minutes 31 seconds East 120.00 feet from the radius point of said curve, said point also being the point of curvature of a curve concave northwesterly, the radius point of said curve being North 06 degrees 18 minutes 31 seconds West 50.00 feet from said point; thence northeasterly along said curve 45.47 feet to the point of tangency of said curve, said point being South 58 degrees 24 minutes 43 seconds East 50.00 feet from the radius point of said curve, said point also being the point of curvature of a curve concave southwesterly, the radius point of said curve being South 58 degrees 24 minutes 43 seconds East 50.00 feet from said point; thence southeasterly along said curve 148.87 feet to the point of tangency of said curve, said point being South 67 degrees 48 minutes 51 seconds East 50.00 feet from the radius point of said curve; thence North 90 degrees 00 minutes 00 seconds East 30.70 feet; thence South 00 degrees 00 minutes 00 seconds East 118.89 feet; thence South 90 degrees 00 minutes 00 seconds West 297.72 feet to the place of beginning. Both descriptions containing 4.212 acres, more or less, subject to all legal highways, rights-of-ways, easements, and restrictions of record. This subdivision consists of 25 lots numbered 3 - 9, 12-14, 16A, 16B -21A, 21B, 23 - 25 (all inclusive) and 3 Common Areas labeled C.A.#1, C.A. #3, & C.A.#4 (all inclusive) and 2 Blocks labeled %ORFN³%´DQG%ORFN³&´ ERWKLQFOXVLYH 7KHVL]HRIORWVDQGZLGWKRIVWUHHWVDUHVKRZQLQIHHWDQGGHFLPDOSDUWVWKHUHRI Cross-Reference is hereby made to a survey plat dated July 6, 2005 prepared by Schneider Corporation, recorded as Instrument Number 2005-56989 in the Office of the Recorder of Hamilton County, Indiana. I, the undersigned, hereby certify that I am a Registered Land Surveyor, licensed in compliance with the laws of the State of Indiana and that the within plat represents a subdivision of the lands surveyed within the cross referenced survey plat, and that to the best of my knowledge and belief there has been no change from the matters of survey revealed by the cross-reference survey on any lines that are common with the new subdivision. Witness my signature this ______ day of ___________________, 2017.  R=50.00' L=45.47', T=24.443 ' ƒ  R=50.00' L=148.87', T=608.010 1ƒ ( 30.70' 6ƒ ( 6ƒ ( 117.47' ' ƒ  R=25.00' L=35.76', T=21.714 56.00' 6ƒ ( 1ƒ : 5.00' 6ƒ ( ' ƒ  R=1581.89' L=140.51', T=70.300 1ƒ : 13.84' 14.05' 15.03' N.W. COR., Existing Magnail The Overlook at the Legacy Section Two Instr. # 2015056952, Plat Cabinet #5, Slide #415 ' ƒ  R=1581.89' L=96.49', T=48.258 1ƒ : DENOTES 100 YEAR BASE FLOOD LINE PER FIRM NUMBERS 18057CO145F AND 18057CO235F PER THE FLOOD INSURANCE RATE MAPS FOR HAMILTON COUNTY, INDIANA (MAPS DATED FEBRUARY 19, 2003). DENOTES 500 YEAR BASE FLOOD LINE PER FIRM NUMBERS 18057CO145F AND 18057CO235F PER THE FLOOD INSURANCE RATE MAPS FOR HAMILTON COUNTY, INDIANA (MAPS DATED FEBRUARY 19, 2003). Dennis D. Olmstead Registered Land Surveyor No. 900012 # 0 . 0 4 56#6'1( & 5 7 + # + & 0 ; 8 ' # 4 1 0 0 & ' & # ' 1 & 5 ) ' + 4 6 + 5  . / & 4 ' 5 ' 6 JOB No. 55115PYT-S1 SHEET 3 OF 5 Surveyed and Prepared by: Dennis D. Olmstead Stoeppelwerth & Associates, Inc. 7965 East 106th Street Fishers, Indiana 46038 Phone: (317) 849-5935 Email: dolmstead@stoeppelwerth.com Owner/Subdivider: PM Development Holdings, LLC 168 West Carmel Drive Carmel, Indiana 46032 Contact: Todd Pyatt Phone: (317) 379-0184 Email:Todd@Pyattbuilders.com Submission Date: 07/22/2016 Source of Title: Limited Warranty Deed - Instr. _____________ Carmel/Clay Plan Commision Nos. Primary Plat Docket No. 16030011PP Docket No. 16030012 ZW Docket No. 16030013 ZW Docket No. 16030014 ZW Docket No. 16030015 ZW Docket No. 16030016 ZW Docket No. 16030017 ADLS Secondary Plat Docket No. 16070013 SP Zoning: PUD (Planned Unit Development) Side Yard Min.= 0'/6' Between Structures Rear Yard Min.= 6' Min. Zoning-PUD Ordinance #Z-501-07 Refer to Exhibit 8 of PUD for Architectural Standards and notes on Sheet 6 of this Plat THE GROVE AT THE LEGACY SECTION ONE B FINAL PLAT (PART OF SEC. 23, T18N, R4E, HAMILTON CO., IN) SEE SHEET 2 ž  ž ž 1" = 50 FT ( 6ƒ ( 1ƒ ( 6ƒ ( 1ƒ : 177.43' 20.29' 20.29' C6 C7 C8 C9 C10 C11 C12 C37 C36 C35 C34 VAR. I.E.E.&U.E. &P.A.E. 1ƒ ( C29 C28 VAR. D.U.&S.S.E. L.M.A.E.&P.A.E. VAR. D.U.&S.S.E L.M.A.E. &P.A.E. 4' R.A.E. 4' R.A.E. 4' R.A.E. 4' R.A.E. 4' R.A.E. 4' R.A.E. 5' U.E. 53' I.E.E. D.U.&S.S.E. 1ƒ ( 1ƒ ( 50.00' 6ƒ ( 6ƒ ( 1ƒ ( 46.50' 89.01' 102.00' 117.64' 41.24' ' ƒ  R=25.00' L=35.76', T=21.714 1ƒ : 56.00' 6ƒ ( 1ƒ : 5.00' 6ƒ ( ' ƒ  R=1581.89' L=140.51', T=70.300 N.W. COR., Existing Magnail The Overlook at the Legacy Section Two Instr. # 2015056952, Plat Cabinet #5, Slide #415 ' ƒ  R=1581.89' L=96.49', T=48.258 1ƒ : DENOTES 500 YEAR BASE FLOOD LINE PER FIRM NUMBERS 18057CO145F AND 18057CO235F PER THE FLOOD INSURANCE RATE MAPS FOR HAMILTON COUNTY, INDIANA (MAPS DATED FEBRUARY 19, 2003). DENOTES 100 YEAR BASE FLOOD LINE PER FIRM NUMBERS 18057CO145F AND 18057CO235F PER THE FLOOD INSURANCE RATE MAPS FOR HAMILTON COUNTY, INDIANA (MAPS DATED FEBRUARY 19, 2003). Dennis D. Olmstead Registered Land Surveyor No. 900012 # 0 . 0 4 56#6'1( & 5 7 + # + & 0 ; 8 ' # 4 1 0 0 & ' & # ' 1 & 5 ) ' + 4 6 + 5  . / & 4 ' 5 ' 6 JOB No. 55115PYT-S1 SHEET 2 OF 5 Surveyed and Prepared by: Dennis D. Olmstead Stoeppelwerth & Associates, Inc. 7965 East 106th Street Fishers, Indiana 46038 Phone: (317) 849-5935 Email: dolmstead@stoeppelwerth.com Owner/Subdivider: PM Development Holdings, LLC 168 West Carmel Drive Carmel, Indiana 46032 Contact: Todd Pyatt Phone: (317) 379-0184 Email:Todd@Pyattbuilders.com Submission Date: 07/22/2016 Source of Title: Limited Warranty Deed - Instr. _____________ Carmel/Clay Plan Commision Nos. Primary Plat Docket No. 16030011PP Docket No. 16030012 ZW Docket No. 16030013 ZW Docket No. 16030014 ZW Docket No. 16030015 ZW Docket No. 16030016 ZW Docket No. 16030017 ADLS Secondary Plat Docket No. 16070013 SP Zoning: PUD (Planned Unit Development) Side Yard Min.= 0'/6' Between Structures Rear Yard Min.= 6' Min. Zoning-PUD Ordinance #Z-501-07 Refer to Exhibit 8 of PUD for Architectural Standards and notes on Sheet 6 of this Plat THE GROVE AT THE LEGACY SECTION ONE B FINAL PLAT (PART OF SEC. 23, T18N, R4E, HAMILTON CO., IN) SEE SHEET 3 ž  ž ž 1" = 50 FT C36 C37 18.60' 21.98' 3.55' 68.00' 40.47' 51.13' 17.31' 39.39' 40.06' 0.35' 32.74' 8.85' 39.20' 3.76' 5.15' 10.47' 30.71' 12.57' 28.27' 4.71' 4.71' 4.78' 275.00' 325.00' 77.00' 77.00' 77.00' 77.00' 77.00' 50.00' 50.00' 50.00' 50.00' 170.00' 170.00' 170.00' 275.00' 325.00' 20.00' 8.00' 18.00' 3.00' 3.00' 13.00' 9.30' 10.99' 1.77' 36.40' 20.72' 26.55' 8.69' 20.78' 21.18' 0.17' 16.98' 4.42' 19.69' 1.88' 2.57' 5.24' 19.30' 8.00' 18.00' 3.00' 3.00' 2.42' 1ƒ ( 1ƒ ( 1ƒ ( 1ƒ ( 6ƒ ( 6ƒ ( 6ƒ ( 1ƒ ( 6ƒ ( 6ƒ ( 6ƒ ( 1ƒ ( 1ƒ ( 6ƒ ( 1ƒ ( 6ƒ : 6ƒ : 1ƒ ( 6ƒ ( 6ƒ : 6ƒ ( 6ƒ : 18.60' 21.98' 3.55' 65.81' 40.01' 50.20' 17.27' 38.38' 39.00' 0.35' 32.16' 8.85' 39.11' 3.76' 5.14' 10.47' 27.78' 11.31' 25.46' 4.24' 4.24' 4.75' ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  Dennis D. Olmstead Registered Land Surveyor No. 900012 # 0 . 0 4 56#6'1( & 5 7 + # + & 0 ; 8 ' # 4 1 0 0 & ' & # ' 1 & 5 ) ' + 4 6 + 5  . / & 4 ' 5 ' 6 VICINTY MAP NOT TO SCALE 146TH STREET RIVER ROAD COMMUNITY DRIVE SITE STORMWATER MANAGEMENT BMPS ARE CONTROL MEASURES TAKEN TO MITIGATE CHANGES TO BOTH QUANTITY AND QUALITY OF URBAN RUNOFF CAUSED THROUGH CHANGES TO LAND USE. GENERALLY BMPS FOCUS ON WATER QUALITY PROBLEMS CAUSED BY INCREASED IMPERVIOUS SURFACES FROM LAND DEVELOPMENT. AN AFFIDAVIT, CROSS-REFERENCED TO THIS RECORDED PLAT, WILL BE RECORDED AFTER THE SUBDIVISION MONUMENTATION HAS BEEN COMPLETED. PER STANDARDS SET FORTH IN TITLE 865 IAC 1-12-18 SUBSECTION (b)(1)(2). THE INSTALLATION OF BELOW MENTIONED MONUMENTS MAY BE DELAYED FOR UP TO TWO YEARS FROM RECORDATION OF PLAT. A 5/8"x30" REBAR WITH CAP STAMPED "S&A FIRM #0008" SHALL BE SET AT ALL LOT OR PARCEL CORNERS, INCLUDING BEGINNING AND ENDING OF CURVES AND THE INTERSECTION OF LINES. DENOTES A 5/8"x30" REBAR WITH CAP STAMPED "S&A FIRM #0008". DENOTES A 4"x4"x36" LONG PRECAST CONCRETE MONUMENT WITH A CROSS CAST IN THE TOP, SET FLUSH WITH THE FINISH GRADE. DENOTES A STREET CENTERLINE MONUMENT. EITHER A "COPPERWELD", A 5/8" DIA. STEEL ROD 12" LONG WITH 1-1/2" DIA. TAPERED BRASS CAP HAVING A CUT "X" IN TOP, SET FLUSH WITH THE FINISHED SURFACE COAT OR A 2" MAG NAIL, TEMPORARILY SET FLUSH WITH THE INTERMEDIATE COAT (BINDER). Note: See the Approved Construction Plans, Sheet C201 for the extent of the storm water overflow routing and definitions for minimum flood protection grade and lowest adjacent grade. FUTURE CHERRY CREEK BLVD. Surveyed and Prepared by: Dennis D. Olmstead Stoeppelwerth & Associates, Inc. 7965 East 106th Street Fishers, Indiana 46038 Phone: (317) 849-5935 Email: dolmstead@stoeppelwerth.com Owner/Subdivider: PM Development Holdings, LLC 168 West Carmel Drive Carmel, Indiana 46032 Contact: Todd Pyatt Phone: (317) 379-0184 Email:Todd@Pyattbuilders.com Submission Date: 07/22/2016 Source of Title: Limited Warranty Deed - Instr. _____________ Carmel/Clay Plan Commision Nos. Primary Plat Docket No. 16030011PP Docket No. 16030012 ZW Docket No. 16030013 ZW Docket No. 16030014 ZW Docket No. 16030015 ZW Docket No. 16030016 ZW Docket No. 16030017 ADLS Secondary Plat Docket No. 16070013 SP Zoning: PUD (Planned Unit Development) Side Yard Min.= 0'/6' Between Structures Rear Yard Min.= 6' Min. Zoning-PUD Ordinance #Z-501-07 Refer to Exhibit 8 of PUD for Architectural Standards and notes on Sheet 6 of this Plat THE GROVE AT THE LEGACY SECTION ONE B FINAL PLAT (PART OF SEC. 23, T18N, R4E, HAMILTON CO., IN) JOB No. 55115PYT-S1 SHEET 1 OF 5 FLOOD STATEMENT A PORTION OF THIS SITE LIES WITHIN A ZONE "X" (500 YEAR FLOODPLAIN) PER FIRM 18057C0235F DATED FEB. 19, 2003. HOWEVER, NO PORTION OF THIS SITE LIES WITHIN A ZONE A. BASED ON THE FEMA BASE FLOOD ELEVATION FOR THIS AREA, THERE WILL BE NO POTENTIAL FLOODING OF THIS PROPERTY VIA OUTFALL OR STORM PIPING SYSTEMS. ž  ž ž 1" = 100 FT 3 4 5 6 7 8 9 12 13 14 23 24 25 ALLEY BROADACRE CT ANTIQUITY DRIVE ALLEY LOT NUMBER BUILDING LINE DRAINAGE, UTILITY & SANITARY SEWER EASEMENT UTILITY EASEMENT INGRESS/EGRESS EASEMENT LANDSCAPE MAINTENANCE ACCESS EASEMENT PEDESTRIAN ACCESS EASEMENT RECIPROCAL ACCESS EASEMENT RIGHT OF WAY VARIABLE WIDTH FLOODWAY FRINGE 25 B.L. D.U.&S.S.E. U.E. I.E.E. L.M.A.E. P.A.E. R.A.E. R/W VAR.