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Home My WebLink AboutPacket for PC_July 1991 DEVELOPMENT REPORT ROSEMEADE COMMONS CARMEL, INDIANA Submitted by: Scott Unger 11727 Eden Estate Carmel, IN 46032 Prepared for: CARMEL PLAN COMMISSION Prepared by: Schneider Engineering Corp. 3020 North Post Road Indianapolis, IN 46226 July 1991 TABLE OF CONTENTS SITE NARRATIVE SITE PLAN EROSION CONTROL APPLICATION LEGAL DESCRIPTION AREA MAP ZONING MAP SOILS MAP A. General "Rosemeade Commons" is a proposed 19 lot subdivision of 10.98 acres in Carmel, Hamilton County, Indiana. It is more specifically located north of 116th Street approximately 1600 feet west of Rangeline Road, just east of Carmel Creek. B. Existing Conditions 1. The site has a somewhat gentle roll to the terrain with slopes ranging from 1% to 6%. The land is currently wooded and is zoned R-1. R-1 zoning also adjoins the property to the east, west and south, with I-1 to the north. 2. Soils maps from the United States Department of Agriculture Soil Conservation Service identify Crosby, Miami and Brookston soils on the subject tract. Crosby is associated with deep, somewhat poorly drained soils with slow permeability. Miami is associated with deep well drained soils with moderate permeability. Brookston is associated with deep, very poorly drained soils with moderate permeability. 3. There is an existing 8" water main located in the Indiana Seal site located north and west of the site. There is also an existing 12" sanitary sewer from Clay Township Regional waste located approximately 120 feet west of the site. 4. Existing on-site drainage consists of surface flow to the southwest. Offsite drainage consists of approximately 8.5 acres from the east and northeast and together with the onsite drains to Carmel Creek. C. Proposed Conditions 1. The proposed subdivision is in compliance with R-1 zoning requirements. 2. The comprehensive plan places the site in planning subarea eight. Development for this portion of the planning area is recommended to be transitional. The circulation plan proposes 116th Street as a primary thoroughfare. The internal street system consists of one entrance on 116th Street with streets being 30' in width, with the exception of cul-de-sacs, which will be 26' in width. 3. The proposed subdivision falls within the Hamilton County Sheriff and Carmel Fire Department jurisdictions. Schools are within the Carmel-Clay School District. 4. Domestic water will be provided by Carmel Clay Utilities via an existing 8" line in the Indiana Seal Site. 5. The proposed site lies within the Carmel Clay Utilities district, however the nearest sanitary sewer is part of the Clay Township Regional Waste District and is located approximately 120 feet west of the site. The Carmel Board of Works has already relinquished their sewer service hold at the Board of Works meeting of July 15, 1991. CTRW has also stated their intent to serve the site. ROSEMEADE COMMONS ._ FL 15 16 17 18 1s A(� 13 vio le • V 1 I• 12 fir s 2 1 ''11� li7 6 5 _4 7" 11 �y 10�� 3 \ \ V,t 41 LAKE SCALE: 1"=150' EROSION CONTROL 1• Land alterations which strip the land of vegetation, including regrading, will be done in a way that will minimize erosion. Whenever feasible, natural vegetation will be retained, protected, and supplemented. 2. The duration of time which an area remains exposed will be kept to a practical minimum. The area will be stabilized as quickly as practical. 3. Temporary vegetation or mulching will be used to protect exposed area during development. 4. Permanent and final vegetation or structural erosion control devices will be installed as soon as practical under the circumstances. 5. Sediment in runoff water will be trapped by the use of such methods as slotted riser pipes, debris basins, and silt traps until the disturbed area is stabilized. APPLICATION FOR PRIMARY PLAT OR REPLAT DATE: July 17 , 1991 DOCKET NO. The undersigned agrees that any construction, reconstruction, enlargement, relocation or alteration of structure, or any change in the use of land or structures requested by this application will comply with, and conform to, all applicable laws of the State of Indiana, and the "Zoning Ordinance of Carmel, Indiana - 1980", adopted under the authority of Acts of 1979, Public Law 178 Sec. 1, et seq, General Assembly of the State of Indiana, and all Acts amendatory thereto. Name of Applicant: Scott Unger / R.A.DINE CO.INC Phone No. 844-5097 /841-9091 Address of Application: 11727 Eden Estate; Carmel , IN 46032 5282 E. 65th. Street Indianapolis, Ind. 46220 Name of Owner: Scott Unger Phone No. 844-5097 Name of Subdivision: Rosemead Commons Legal Description: (To be typewritten on separate sheet and attached) Area (in acres): 10. 9 8 Number of Lots: 19 Length (in miles) of new streets to be dedicated to public use: 0.2 6 . Surveyor certifying plat: Edward Giacoletti Address: 3020 North Post Rd. Indpls Phone No. 898-8282 46226 STATE OF INDIANA, COUNTY OF , SS: The undersigned having been duly sworn, upon oath says that the above information is true and correct as he or she is informed d b es. SIGNATURE OF APPLICANT. 7;/mac.G--- Print: G l/ �t45// kLifttl--fi: --A g/leo Subscribed and sworn to before me this day o 19 • Notary Public My Commission Expires: 5.1.10 Application for Primary Plat. Two (2) copies, or more if necessary, of the primary plat and of the construction plans together with supporting documents shall be submitted to the Building Commissioner with this application and the application fee as indicated in Section 29.6 of the Zoning Ordinance. These plans to be distributed to necessary authorities by applicant. FEE: Received by: LAND DESCRIPTION Part of the Southeast Quarter of Section 36, Township 18 North, Range 3 East in Hamilton County, Indiana, being described as follows: Commencing at the brass plug at the southeast corner of said southeast quarter; thence on an assumed bearing of North 89 degrees 19 minutes 05 seconds West along the south line of said southeast quarter a distance of 1560.27 feet to a railroad spike at the Point of Beginning; thence continuing North 89 degrees 19 minutes 05 seconds West along said south line a distance of 212.70 feet (213.03 feet per Deed Record 336, Page 363, Office of the Hamilton County Recorder) to a stone; thence continuing North 89 degrees 19 minutes 05 seconds West along said south line a distance of 140.44 feet (140.1 feet per Deed Record 340, Page 250) to a stone; thence North 00 degrees 40 minutes 55 seconds East perpendicular to the south line of said southeast quarter a distance of 1217.20 feet to a 5/8 inch rebar with yellow cap marked "Schneider Engr. Corp." on the east right-of-way line of the Chicago, Indianapolis, and Louisville Railway Company; thence North 49 degrees 33 minutes 00 seconds East along the said east right-of-way line a distance of 42.79 feet to a 5/8 inch rebar at the southwest corner of the tract of land described in a deed to Engineered Cooling Systems, Inc. (Deed Record 254, Page 216); thence South 89 degrees 43 minutes 09 seconds East along the south line of said tract a distance of 393.07 feet to a 5/8 inch rebar with yellow cap marked "Schneider Engr. Corp."; thence South 00 degrees 00 minutes 00 seconds West parallel with the east line of said southeast quarter section a distance of 958.19 feet to a point distant 290.00 feet north of the south line of said southeast quarter (5/8 inch rebar 0.4 feet north and 0.2 feet west of corner); thence North 89 degrees 19 minutes 05 seconds West parallel with the said south line a distance of 87.02 feet (5/8 inch rebar 0.3 feet north of corner); thence South 00 degrees 00 minutes 00 seconds West a distance of 290.00 feet to the Point of Beginning. Containing 11.794 acres, more or less. Except; however, Part of the Southeast Quarter of Section 36, Township 18 North, Range 3 East in Hamilton County, Indiana, being described as follows: Commencing at the brass plug at the southeast corner of said southeast quarter; thence on an assumed bearing of North 89 degrees 19 minutes 05 seconds West along the south line of said southeast quarter a distance of 1772.97 feet to a stone at the Point of Beginning; thence continuing North 89 degrees 19 minutes 05 seconds West along the said south line a distance of 140.44 feet (140.1 feet per Deed Record 340, Page 250, Office of the Hamilton County Recorder) to a stone; thence North 00 degrees 40 minutes 55 seconds East perpendicular to the south line of said southeast quarter a distance of 252.74 feet to a 5/8 inch rebar with yellow cap marked "Schneider Engr. Corp."; thence South 89 degrees 19 minutes 05 seconds East parallel with the said south line a distance of 140.44 feet to a 5/8 inch rebar with yellow cap marked "Schneider Engr. Corp."; thence South 00 degrees 40 minutes 55 seconds West perpendicular to the said south line a distance of 252.74 feet to the Point of Beginning. Containing 0.815 acres, more or less. Containing after exception 10.980 acres, more or less. 827 7/15/91 b.b./grk Doc. No. 827.DOC St Chris •y`7* 1 - `�• �. • iT /315T /675�•-- •'Sr• •`'6!a _ v)_ !BM B23'• M►T Jr HiveSe1nw. - r �wv .: 7i - •I ' `LT — Weed _ ,al „ J xi 1 ii !�� fir. •• .. gt Q _ i Ii i -t 1. i I = I a — �c• J - Silli- ..) Lo V� . :^ ----- -- •Ali ! . /dam 1 - • 1//,\ a. ail 'i i. +x 6AJ EAST 1 16TH ! •• •• :1 M '' O. ` TREr11 .WI ape- T 18 ` \riA5 nJ r O I• -- •%ems . ,-9Z5 O 4 r i e• ,_> = a. AREA MAP NOT TO SCALE I - 0-4 F _.-1IT. TT --I ; Vt; -1\\i - _ 36 :I / pis ht. Pebearl II . i i_ � •1 ' B-3T 2 0 . 7 m 1\1 .i g."t B-8 V - - __�. ,. . . 1i : S T... 0 El l r- 1 i r1 J .7 J - iik_ . r \ . 0 -...1. .........,../--- , S I ° .--:74i i •r n ZONING MAP NOT TO SCALE CrA t I Br t r Ili MR'g2 r CrA I R , wi r-:. 0' ,,,,..1). ' 4 . -F, kk o t ,•#..,1 WL.. # CrA • r 'i� A� ; 1 ; Sh \ # t f �� a • Y .. .t... :� Br ! ; r •f'if'-• �• t; 1 7 4 41 i, ; 2. ' 1 :0% i t dipt 1": ♦ . �1= ,,' ( CIA \l - X t (�4 --NA \mil' ,,� O r a �t,-i •., IlliN .....N , _ +id A. .,,,e:N14.- . • ,, ,.•. , ilt5 .4 ,/ , (( it\ ,k I . „ .!► rola C rA , . MmB2 B r. III , , xtOa 40 t ' Cr :Ph %1A q sh i•: .tX 61:61. ..i ri41Ret.;'I 41 04' Millf • .4 Vitille CrA 1 N SOILS MAP NOT TO SCALE SOILS LEGEND: CrA Crosby silt loam 0-3% slopes MmB2 Miami silt loam 2-6% slopes MmC2 Miami silt loam 6-12% slopes