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HomeMy WebLinkAboutPacket 1-14-05CARMEL BOARD OF ZONING APPEALS ARLET AND CLAUDIA PRYOR 12899 WEST ROAD, ZIONSVILLE RECEIVEO JAN 1 4 2005 DOCS FOR SPECIAL USE APPROVAL ~ q/~ ~~'~ V ~ ~/ / , ~, c~ ~ 7 ~~ MILLER SURVEYING, INC. LAND SURVEYING AND ENGINEERING 948 Conner Street · Noblesville, Indiana 46060 (317) 773-2644 · FAX (317) 733-2694 · 1-800-886-2644 January 8, 2005 Established 1971 MILLER SURVEYING, INC. LAND SURVEYING AND ENGINEERING 948 Conner Street · Noblesville, Indiana 46060 (317) 773-2644 · FAX (317) 733-2694 · 1-800-886-2644 January 8, 2005 Board of zoning Apeals Member Carmel Department of Community Services One Civic Square Carmel, IN 46032 R.e~ Arlet and Claudia Pryor 12899 West Road Zionsville, IN Miller Surveying Inc Project No.b30075 Project Narrative Miller Surveying Inc is acting as an agent and surveyor for Arley and Claudia Pryor, who is the owner and developer of the subject parcel. The subject parcel is located at 12899 West Road in Zionsville being in the Southwest Quarter of Section 30 Township 18 North, Range 3 East. The subject parcel contains 15.29 acres, more or less. The owner plans to construct a new single story structure containing 10,080sqtt. The owner plans operate a proposed riding arena for personal use. The new barn will provide comfort and safety to horses and riders. The barn will consist of the following: 60'x120' indoor riding arena, staging area, tack room, wash room, and 12 stalls as shown in the attached floor plan. Very truly yours, K. Nathan Althousc, PLS Director of Survey Established 1971 MILLER SURVEYING, INC. LAND SURVEYING AND ENGINEERING 948 Conner Street - Noblesville, Indiana 46060 (317) 773-2644 · FAX (317) 733-2694 · 1-800-886-2644 January 8, 2005 CARMEL CLAY TECHNICAL ADVISORY COMMITTEE MEMBERS (TAC) The plans were delivered to all the Technical Advisory Committee members and here is the list of TAC Findings and Concerns and Resolutions 1. Gray Hoyt, Fire Marshall A Knox Box will be installed per Mr. Hoyt request see attached letter. 2. Steven Broemann, staff engineer This project lies within the limits of the city of Cannel. See attached letter. 3. Gregory Ilko, P.E. Crossroad Engineering An underground drain will be install and connect to the guttering system and the concentrated flow with be directed south to the Boone Creek, Regulated drain. See attached letter 4. Greg Hoyes, Plan Reviewer, Hamilton County Surveyors Office Mr. Hoyes concerns with Storm Manholes in the fields will be fenced off where the horses will not have access. A filter strip along the top of baiak with open drain will be installed per discussion with Mr. Hoyes about water quality. See attached letter and attached filter strip detail per Hamilton county surveyor's office standard plan OD-9. 5. Cindy Feltner, Director of administration and custom service, Clay Township Regional Waste Has no comment on the Variance being requested, see attached letter 6. John South, P.E., Natural Resources Plan Review The size and scope of this project does not require the filing of an NOI for Rule 5 A filter strip along the top of bank with open drain will be installed per discussion with Mr. Hoyes about water quality. See attached letter and attached filter strip detail per Hamilton county surveyor's office standard plan OD-9. 7. Angelina Corm, Cannel Planning 1. Addition variance applications for each variance are included. 2. The plans were delivered to all the Technical Advisory Committee members. 3. A 5-ft side and rear yard setback has been added to the drawings. 4. The animal waste will be contained and spread over the 15 + acres. 5. The proposed roof height is 31 feet. 6. The fence line will be a perimeter fencing as shown on the drawing. 7. The Access drive will be installed as shown on the drawing. See attached letter. No other letters or commits were provided to Miller Surveying, INC. NOTICE OF PUBLIC HEARING BEFORE THE CARMEL BOARD OF ZONING APPEALS Dock~No. 04120004 0412OO5 V 04120006V 0412007 V SU Special Uses accessory building built before principal max. gross floor area height greater than 18-ft Notice is hereby given that the Cannel/Clay Board of Zoning Appeals meeting on the 24~ of January, 2005 at 7:00 pm in the City Council Chambers, 2"a floor of City Hall, One (1) Civic Square, Cannel, Indiana 46032 will hold a Public Hearing upon the following: Miller Surveying Inc is acting as an agent and surveyor for Arlet and Claudia Pryor, who is the owner and developer of the subject parcel. The subject parcel is located at 12899 West Road in Zionsville being in the Southwest Quarter of Section 30, Township 18 North, Range 3 East. The subject parcel contains 15.29 acres, more or less. 1) Special Uses, Docket No. 04120004 SU The owner plans to construct a new single story structure containing 10,080sql~. The owner plans operate a proposed riding arena for personal use only. The new barn will provide comfort and safety to horses and riders. The barn will consist of the following: 60'x120' indoor riding arena, staging area, tack room, wash room, and 12 stalls as shown in the attached floor plan. 2) Development Standards Variance Request, Docket No. 04120005 V The owner is requesting a variance of an accessory building built before the principal structure. 3) Development Standards Variance Request, Docket No. 04120006 V The owner is requesting a variance of maximum gross floor area of an acce. ssory building. The floor area of an accessory building is a direct percentage of the principal building floor area. 4) Development Standards Variance Request, Docket No. 04120007 V The owner is requesting a variance of the maximum height of an accessory building from 18-fl required to 32-fl proposed. The current zoning of the subject parcel is S-l/Residence, which for the principal building the maximum height is 35-ft. The subject property is known as 12899 West Road Zionsville, Indiana. The application is identified as Docket No. 04120004 SU Special Uses 0412005 V accessory building built before principal 04120006 V max. gross floor area 04120007 V height greater than 18-ft The real estate affected by said application is described as follows: See attached description of real estate and site plan All interested persons desiring to present their vows on the above application, either in writing or verbally, will be give an opportunity to be heard at the above-mentioned time and place. PETITIONERS DESCRIPTION OF REAL ESTATE PER INST. blO #2001-00018640: A PART OF THE SOUTHWEST QUARTER OF SECTION 30, TOWNSHIP 18 NORTH, RANGE 3 EAST, LOCATED IN CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA, BEING DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF SECTION 30, TOWNSHIP 18 NORTH, RANGE 3 EAST; THENCE NORTH 89 DEGREES 51 MINUTES 18 SECONDS WEST (ASSUMED BEARING) 622.86 FEET ON AND ALONG THE NORTH LINE OF SAID SOUTHWEST QUARTER TO THE NORTHEAST CORNER OF LUCKY FORWARD ADDITION (SAID ADDmON BEING RECORDED AS INSTRUMENT NUMBER 981-1058 IN PLAT CABINET 2, SLIDE 85); THENCE SOUTH 00 DEGREES 00 MINUTES 00 SECONDS PARALLEL WITH THE EAST LINE OF SAID SOUTHWEST QUARTER 699.36 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE SOUTH 00 DEGREES 00 MINUTES 00 SECONDS 185.77 FEET PARALLEL WITH THE EAST LINE OF SAID SOUTHWEST QUARTER; THENCE NORTH 89 DEGREES 51 MINUTES 18 SECONDS WEST 562.37 FEET, MORE OR LESS PARALLEL WITH THE NORTH LINE OF SAID SOUTHWEST QUARTER TO THE EAST LINE OF 4 ACRES OFF THE ENTIRE WEST END OF THE NORTHEAST QUARTER OF SAID SOUTHWEST QUARTER; THENCE SOUTH 00 DEGREES 02 MINUTES 52 SECONDS WEST 431.74 FEET TO THE SOUTHEAST CORNER OF SAID 4 ACRE TRACT; THENCE NORTH 89 DEGREES 58 MINUTES 00 SECONDS EAST 30.59 FEET, MORE OR LESS ON AND ALONG THE SOUTH LINE OF THE NORTHEAST QUARTER OF SAID SOUTHWEST QUARTER TO A POINT, SAID POINT BEING SOUTH 89 DEGREES 58 MINUTES 00 SECONDS WEST 1155.00 FEET FROM THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF SAID SOUTHWEST QUARTER; THENCE SOUTH 00 DEGREES 00 MINUTES 00 SECONDS 14.28 FEET, MORE OR LESS PARALLEL WITH THE EAST LINE OF SAID SOUTHWEST QUARTER TO A POINT ON THE NORTH LINE OF A 10.661 ACRE TRACT OF REAL ESTATE DESCRIBED IN INSTRUMENT NUMBER 8743241; THENCE SOUTH 89 DEGREES 15 MINUTES 30 SECONDS WEST 7.30 FEET, MORE OR LESS TO THE NORTHWEST CORNER OF SAID 10.661 ACRE TRACT; THENCE SOUTH 00 DEGREES 53 MINUTES 30 SECONDS WEST 97.59 FEET ON AND ALONG THE WEST LINE OF SAID 10.661 ACRE TRACT TO THE POINT OF INTERSECTION OF THE WEST LINE OF SAID 10.661 ACRE TRACT AND THE CENTERLINE OF BOONE CREEK (THE FOLLOWING 10 COURSES ARE ON AND ALONG A LINE TRAVERSING THE APPROXIMATE CENTERLINE OF SAID CREEK); (1) THENCE NORTH 83 DEGREES 59 MINUTES 14 SECONDS EAST 19.56 FEET; (2) THENCE NORTH 66 DEGREES 21 MINUTES 17 SECONDS EAST 46.09 FEET; (3) THENCE NORTH 82 DEGREES 01 MINUTES 33 SECONDS EAST 123.62 FEET; (4) THENCE NORTH 84 DEGREES 19 MINUTES 43 SECONDS EAST 130.70 FEET; (5) THENCE NORTH 84 DEGREES 33 MINUTES 14 SECONDS EAST 130.32 FEET; (6) THENCE NORTH 82 DEGREES 16 MINUTES 36 SECONDS EAST 84.48 FEET; (7) THENCE NORTH 88 DEGREES 26 MINUTES 27 SECONDS EAST 42.68 FEET; (8) THENCE NORTH 75 DEGREES 26 MINUTES 22 SECONDS EAST 32.44 FEET; (9) THENCE NORTH 51 DEGREES 24 MINUTES 52 SECONDS EAST 24.09 FEET; (10) THENCE NORTH 55 DEGREES 54 MINUTES 06 SECONDS EAST 12.59 FEET TO THE POINT OF INTERSECTION OF SAID CENTERLINE AND THE NORTH LINE OF SAID 10.661 ACRE TRACT; THENCE NORTH 89 DEGREES 15 MINUTES 30 SECONDS EAST 532.93 FEET TO THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF SAID SOUTHWEST QUARTER; THENCE NORTH 00 DEGREES 00 MINUTES 00 SECONDS 613.83 FEET, MORE OR LESS ON AND ALONG THE EAST LINE OF SAID SOUTHWEST QUARTER TO A POINT, SAID POINT BEING SOUTH 00 DEGREES 00 MINUTES 00 SECONDS 699.36 FEET FROM THE NORTHEAST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 89 DEGREES 51 MINUTES 18 SECONDS WEST 622.86 FEET TO THE POINT OF BEGINNING, CONTAIN~G 15.29 ACRES, MORE ORLESS. SITE PLAN DETAIL OF S.W. 1/4, SEC. 30-18-3 i i I 15~ 136 N.W. COR. N.W. COR. S.W. 1/zt, - N.E. 1/4,S.W. 1 SEC. 50-18--5 SEC. 30-18-5 \ S.W. COR. N.W. 1/4,S.W. 1/ SEC. 30-18-3 / 114 / s.w. CqR S.W. 1/4, SEC. 30-18-5 S 89'51'18" E ~ 2797.56' //~ z N.E. 1/?, N.W. 1/4, ~i '- S.W. 1/4, 483.29' ~ ~: ~' 1185.58' ,, , ~ 8~-sa'oo' [ ~ 2ao~.f~' ~ Xs.[. co~. S.W. 1Z4, S.W. 1/4. S.W. 1/~, ~ ~5.82' ~ 13 ! 8,98' ~ 116 ~S.E. co~. 158 S.W. 1/4, S.W. COR. SEC. 30-18-3 s.[. ~/4,s.w. ~/4, 101 N'.E. COR. ~--s.w. 1/4, SEC. 30-18-3 N.[. ~/~,S.W. ~/4 SEC. 30-18-3 INSTt ~1.-1068 PLAT CABIdET 2 81.DE M NOR~ UN[ OF &W. 1/4~ N 88'51'18" W (ASSL 0NST. fm~-'~0~, p.c. 2 sum: SEC'lION lED BEARING) LOT 27 NOV/ " '~ .... / '~'~Y :,~~ --~o,~ -II I~- INST. ~200400069006 II II  BUI~ING AND 5 BARNS II I~ JI II NOW OR FORMERLY NOW OR F'ORI/[RLY S.E. CORNER 12' WEST OF' FAST N.W. CORNER OF 10.~$1 TRACT OF REAL ESTATE DESCRIBED IN INST. dl874~-'241 S 00'53'30" 97.59' ~ UNE OF' 10.68 ACRE 11~ACT LINE OF THE N.E, 1/4, ~,W. 1~4, ~G, 30-18-3 / ~ oo'oo'oo" _ .- --~ -- -'-- "-/ / / 14..2B':1:: --- -- ~ -" s e~,M,'oo' w 11~.oo' / N 89'15'50" E 532.93' S,L CORNER ~ow C~ ro~u[~.~, N.E 1/4, S.W. NOW OR FORMERLY 20' FILTER STRIP PRIDINC ARENA DETAIL 38.74' 40.0' 120.00' 40.0' PROPOSED BARN 10,080 sqft 42.00' 102' I 42.00' o 15.00' ---i 25.00' --~ 6"e HDPE PERIMETER PIPE PERIMETER UNDERGROUND DRNN TO BE INSTALL AND CONNECTED TO THE GUTTER SYSTEM AND THE FLOW DERRECTED SOUTH TO THE REGILATED DRAIN AS SHOWN ON THE DRAWING. CONSTRUCll ON LIMITS 100' X 200' 100' X 200' 100' X 250' GRAPHIC SCALE 0 40 80 1 60 SCALE ' 1" = 80' 948 CONNER STREET NOBLESVILLE INDIANA 46060 PH. i~ (.317) 77.~-2644 FAX 775-2694 LOCAT,~: P~ OF THE S.W. ~/,~ I OEA~ BY: BDD I CHK'D BY: I. DM SECTIONTwp., HAMILTON'30-18-.3C0., INDIANA I I I SCALE: 1' = 80' REID BOOK: 532 CLAY FIELD WORK COMPLETED: 8-17-04 'IDATE~ 8-19-04 'IPAGF-: 114-115 CUENT: VlCKI PRIOR I JOB NUMBER I SURVEY ¢ FILE: II I II EXISTING GRADE 6"0 PERF HDPE PIPE TYPICAL PERIMETER UNDERGROUND DRAIN OFFICE 'OF THE HA'MIL:TON -cOUNT'Y SURVEYOR CARSONITE MARKER ~cSOsS 'FILTER STRIP PLACE SIGNS EVERY 600 FEET. IF DISTANCE BETWEEN ROADS IS LESS THAN 600 FEET, PLACE ONE SIGN IN CENTER POINT OF THE FILTER STRIP BETWEEN ROADS. IF THE .CONSERVATION ALTERNATE IS' USED FOR CLEARING. FILTER STRIP WILL BE ON OPERATION SIDE ONLY. HAMILTON APPROVED' .COUNTY' SURVEYOR'S (DRA~ING NOT TO SCALE) 'KENT~ C. WARDoI-~AMILT0N COUNTY SURVEYOR DATE .0 FFIC-E. REVISED: 1 JAN 2000 STANDARD PLAN , 0D'-9 .. City of Carmel Fire Depadment Headquarters 2 CIVIC SQUARE CARMEL, INDIANA 46032 Voice (317) 571-2600 Fax (317) 571-2615 Fire Prevention Bureau K. Nathan Althouse Miller Surveying, Inc. 948 Conner St. Noblesville, IN 46060 RE: Pryor Riding Arena LETTER OF APPROVAL The undersigned has reviewed the proposed plans for Pryor Riding Arena and has approved the plans subject to the following: 1. Will this building be protected by an automatic fire suppression system? If so a meeting will need to be scheduled to discuss the location of the fire department connection. . We are requesting the installation of a Knox box for fire department access. If the building is §prinklered, we will be requesting the Knox fire department connection cap(s). An application for Knox products is available through our office. 3. If the building is equipped with a fire alarm system, we are requesting that the enunciator panel be located at the main entrance. . . . Please respond to the above noted condition(s) in writing and submit to our office prior to the scheduled Technical Advisory Meeting for this project. Date:.. December 14, 2004 By: Gary Hoyt, Fire Marshal Carmel Fire Department HAMILTON COUNTY HIGHWA Y DEPA R FA,IEIY T ,December 6, 2004 Nathan Althouse 'MSer Surveying 948 Conner Street Noblesville, .tN 46060 VIA FACSIMILE RE: Pryor Property Special Use Approval S of 131a Street/E of West Road Clay Township Dear Mr. Althouse: This letter serves to acknowledge receipt of a transmittal received 12/02/04 containing the l~lans for the above-mentioned project. After reviewing the plans the Highway Department has the following comments: It appears that this project lies entirely within the limits of the City of Carmel. Therefore, all futura comments should be directed toward the City. If you have any information contrary to this statement, please contact me immediately. If you have any questions or comments concerning this letter, please feel frae to contact me at anytime. Sincerely, Steven J. Broermann Staff Engineer Jon Dobosiewicz Grog Hoyes G:~USERS~SB~04ta~12.06..04pryot,d0C South 10'1' 511'eet NobI~ville~ In. 46060 www.eo.hamJl~on.i~!.us Office 017) 773-7770 Fax 017) 776-9814 December 2, 2004 Mr. K. Nathan Althouse, PLS Director of Survey Miller Surveying, Inc. 948 Conner Street Noblesville, IN 46060 RE: Arlet and Claudia Pryor 12899 West Road Zionsville, IN Miller Surveying Inc. Project No.b30075 Special Use Approval- SU-78-03 Dear Mr. Althouse: This letter is in response to your request of constructing a new single story structure containing 10,080 square feet on the above mentioned property. As a consultant to the City Engineer, I defer to that office to make recommendations requiring the need to detain for additional impervious area added and the necessity of the respective drainage calculations. However, I do offer one comment with regards to the concentrated flow from the gutters/down spouts of the proposed structure. This discharge should not be directed to the north or west, as the potential /hr adversely impacting adjoining properties with this runoff exists. Tile from the down spouts should be directed away from the foundation of the proposed structure to the south, ensuring that the collected discharge flows directly towards the Albert Shaw Drain. Feel free to contact me at this office if you should have any questions. Sincerely, ,/ CrossRoad/lgngineers, P.C. Copy: John Dobosiewicz, Carmel BZA Dick Hill, Carmel Engineering 3417 South Sherman Dr. · Beech Grove, IN 46107 · Tel 317-780-1555 · Fax 317-780.6525 O,e .~l,,~ilton ¢om~ly Sqnarc ..'vohle.~.illt. lndiono D~em.b~ 14, 2004 Miller Surveying, Inc. ATTN: Nathan Althouse 948 Conner Street Noblesville, IN 46060 VIA FACSIMILE: 733-2694 Re: Pryor Special Use Variance Dear Mx'. Althouse, We have reviewed the special usc information submitted to the Hamilton County Surveyor's Office on December 6, 2004 for this project ami haVe thc following comments: 1. This project falls within the jurisdiction of the City of Carmel. .The Hamilton County Surveyor's Office has concerns related to Phase II Storm Water Quality issues. This project is located adjacmt to an open regulated ditch and has direct flows into that open ditch. This office will rely on the guidance from .rolm South, with Hamilton County Soil and Water Conservation District and Amanda Foley, City of Carmel Storm Water Administrator. Our office would suggest a good disposal program of the animal waste product and a grass filter strip along the open drain~ . Thc Albert Shaw Regulated Drain crosses this parcel from the pond of Claybom¢ Estates to the open ditch in RCP and manholes. These manholes are solid lid casting and should be visible at thc surface. Thc Hamilton County Surveyor's Office or Hamilton County Drainage Board will not be responsible for injury or damage to the horses ifthey would come in contact with the manhole castings. o b--':i' - 4. Thc Hamilton Coumy Surveyor's Office has no objection to thc proposed special usc variance. Should you have any questions, I can bo reached at 31.7-776-8495. Sincerely, Plan Reviewer CC: Jori Dobosiawicz -Carmel DOCD $olm South- HCSWCD Dick Hill - Carmel Engin~ring Amanda Folcy - Carmel Engineering Babbitt, Pamela A From: Sent: To: Cc: Subject: Candy Feltner [Candy. Feltner@ctrwd.org] Tuesday, December 14, 2004 1:34 PM rfarrand@ccs.k12.in.us; Conn, Angelina V; Keeling, Adrienne M; Tingley, Connie S; Hill, Dick B; Pattyn, Dawn E; Hoyt, Gary A; Blanchard, Jim E; Dobosiewicz, Jon C; Kendall, Jeff A; Foster, Jim P; Fogarty, Michael D; Griffin, Matt L; Hollibaugh, Mike P; McBride, Mike T; Snyder, M Todd; Westermeier, Mark; Babbitt, Pamela A; Morrissey, Phyllis G; Pace, Paul V; Hancock, Ramona B; Brewer, Scott I; Lillard, Sarah N; Krueskamp, Theresa A; Akers, William P; dgroves@cinergy, com; rbooher@cinergy.com; rcastetter@cinergy, com; BMG@CO.HAMILTON.IN.US; GRH@CO.HAMILTON.IN.US; sjb@CO.HAMILTON.IN.US; gilko@crossroadsengineers,com; webteam@heckweb.net; john-south@iaswcd.org; mawood@panhandleenergy.com; tmmagee@panhandleenergy, com; cynthia.l.klaiber@usps.gov; CShupperd@vectren.com Angie Ritz TAC Comments for December 15 meeting Following are CTRWD comments on the agenda items effecting our sanitary sewers or service area for the December 15, 2004 TAC meeting. Please feel free to copy and distribute this e-mail or attach it to your meeting minutes. For future reference, we post all CTRWD TAC comments to the Construction page of our website. Tom Wood Nissan This project is not located within the District's service area, but our Force Main runs along north side of 96th Street. Please submit plans for review. Village of WestClay, Sec 10012 Sanitary sewer construction plans need to be submitted for review by the District,s engineers. The District has received two sets of plans, two'sets of plans need to be submitted for review by the District's engineers. District project application needs to be completed and sent to the District. An IDEM construction permit will be needed. All IDEM submittal information should be provided following the District's plan review. Mayflower Park, Park 6 - Stanley Steemer Plans have been received and reviewed. Revisions have been requested. Revised plans along with the District application need to be submitted before a sewer connection permit can be issued. Building permits should NOT be issued unless the District has issued connection permits. Mayflower Park, Block 6, 3-4 replat The District has no comments on the replat. Mayflower Park, Block 6 - Fuller Engineering Plans have been received and reviewed. Minor revisions have been requested. Revised plans along with the District application need to be submitted before a sewer connection permit can be issued. Building permits should NOT be issued unless the District has issued connection permits. Heather Knoll Section 2 - Secondary Plat Plans have been reviewed and approved by the District's engineers. Plans are ready to be submitted to IDEM for state approval. IDEM package needs to be submitted. Pryor Riding Arena The District has no comment on the variance being requested. Property owner will need to contact the District office for availability of sewer service to this location. Brownstone Homes at Guilford Reserve - Section One - Secondary Plat This project is in the District service area. Sanitary sewer construction plans need to be submitted for review by the District's engineers. Please submit two sets of plans to the District and two sets for review by the District's engineers. District project application needs to be completed and sent to the District. An IDEM construction permit will be needed. All IDEM submittal information should be provided following the District's plan review. Please remind all TAC applicants to provide three (2) sets of plans directly to the District in care of Candy J. Feltner at 10701 N. College AVE., Suite A, Indianapolis, Indiana 46280-1098. We are a member of the IUPPS underground locate network so call 1-800-382-5544 before you dig! Please feel free to contact Jay Alley or myself if you have questions or need additional information. Thanks! Candy J. Feltner Director of Administration & Customer Service Clay Township Regional Waste District Hamilton County, IN, USA http://www.ctrwd.org/ 317-844-9200 (phone) 317-844-9203 (fax) Project Name- Pryor Location- 12899 Owner/Developer- Engineer- Plan Review Date: m sot c s PLAN REVIEW AND COMMENT Hamilton Comaty Soil and Water Conservation District 1108 South 9* Street, Noblesvillc IN 46060 Ph- 31%773-1432 or Email at john.-.?outh~iaswcd.org Special Use West Road Acreage- 15ac Arlet and Claudia Pryor 2626 West 141 st Street West.field, IN 46074 Nathan Altlaouse Miller Surveying Inc. 948 E. Conner Street Noblesville, IN 46060 December 16, 2004 Soils Information: Br Brookston silty clay loam This is a poorly drained soil with a seasonal high water table at 0.0 to 1.0 ft. This soil is located on depressions and is subject to pondin8; slopes are 0 to 2 percc~nt. The native vegetation is water tolerant grasses and hardwood trees. The surface layer is silty clay loam and has moderate to high organic matter content (2.0 to 6.0 percent). Permeability is moderately slow (0.2 to 0.6 in/hr) in the most restrictive layer above 60 inches. Available water capacity is high (10.0 inches in the upper 60 inches). The pH of the surface layer in non-limed areas is 6.0 to 7.3. This soil is hydric. Wetness is a management concern for crop production. This soil responds well to tile drainage; it is designated not highly erodible (class 3) in thc Highly Erodible Land (HEL) classification system. CrA Crosby silt loam, 0 to 3 percent slopes This is a somewhat poorly drained soil with a seasonal high water table at 0.5 to 2.0 ft. This soil is located on rises on till plains; slopes are 0 to 3 percent. Thc native vegetation is hardwood forest. The surface layer is silt loam and has moderately low to moderate o~ganic matter content (1.0 to 3.0 percent). Permeability is very slow (< 0.06 in/hr) in the most restrictive layer above 60 inches. Available water capacity is moderate (6.2 inches in the upper 60 inches). Thc pR of the surface layer in non-limed areas is 5. I to 6.5. Drouffhtiness and wetness are management concerns for crop production. This soil responds well to tile drainage; it is designated potentially highly eroclibl¢ (class 2) in the Highly Erodibl¢ Land (HEL) classification system. ]MmB2 Miami silt loam, 2 to 6 percent slopes, eroded This is a moderately well drained soil with a seasonal high water table at 2.0 to 3.5 fi. This soft is located on rises on till plains; si·pcs ~re 2 to 6 percent. The native vegetation is hardwood forest. The surface layer is silt loam and has moderately low organic matter content (1.0 to 2.0 percent). Permeability is very slow (< 0.06 in/hr) in the most xestrictive layer above 60 inches. Available water capacity is moderate {6. I inches in the upper 60 inches), The pH of .the surface layer in non-limed areas is 5.1 to 6.5. Droughtiness and water erosion are management concerns for crop production, This soil is designated po~ntially highly erodibl¢ (class 2) in the Highly Erodible Land (I-[EL) classification system. Sh Shoals silt loam This is a somewhat poorly drained soil with a seasonal high water table at 0,5 to 2.0 ft. This soil is located on flood plains; slopes are 0 to 2 percent. The native vegetation is hardwood forest. The surface layer is silt loam and has moderate organic matter content (2.0 to 4.0 p~ccent). Permeability is moderate (0.6 to 2 in/hr) in the most restrictive layer above 60 inches. Available water capacity is high (11,6 inches in the upper 60 inches). The pH of thc surface layer in non- limed areas is 6.0 to 7.3. Wetness and il··ding hazard are management concerns for crop production. This soil responds well to tile drainage; it is designated not highly erodible (class 3) in the Highly Erodibl¢ Land (HEL) classification system. Because of the flooding hazard, this soil has a severe limitation for most non-ag uses. IAdditional information about soils is available in the "Soil Survey of Hamilton County". The engineer md/or developer should consider thc need for an onsite soils investigation. t have reviewed the plans for this project and have the foil·wi.rig comments: · The size and scope of this project does not require the filing of an NOI for Rule 5. A water course crosses the property and pollution from livestock is likely. Thc SWCD can assist the own~ with a plan to minimize the water quality impacts from grazing animals aud improper manure management. Should you have questions concerning thcsc comments, plea.sc contact me. Submitted By: John B. South P.E. Certified P~ofession~! in ~..ro$1on md Sedim~t Control Cc: Ion Dobosiewicz, Carmel DOCS Greg Hoyes, County Surveyor Steve Broermann, County Highway File :'l~m: ........ ~".~,*ngelina V Sent: Monday, De.mi)er 06, 2004 9:46 AM To: Tingley, Connie S Cc: Morrissey, Phyllis G; Pattyn. Dawn E; Babbitt, Pamela A; Hollibaugh, Mike P; Keeling, Adrienne M; Kendall, Jeff A; Brewer, Scott I; Hancock, Ramona B; Dobosiewicz, Jori C; Brennan, Kevin S; Griffin, Matt L; Mindham. Daren Subject: Docket No. Assignment: (SU,V) Pryor Riding Arena (#04120004 SU & 04120005-7 V) Docket No. 04120004 SU Docket No. 04120005 V Docket No. 04120006 V Docket No. 04120007 V Connie, Please prim and fax this e-mail to thc petitioner identified below and update thc tile. ! have issued the necessary Docket Number for (SU, V) Pryor Ridiug Arena. It will be the following: $750 + $100 * $ acres = SI,IS0 ~ ~ ~' O ~ $2s0 $75 Total Fee: $1,950.00 -1~ Pryor Riding Arena Petitioner seeks special use and development standards variance approvals for an indoor riding arena and horse stables. Docket No. 04120004 SU Docket No. 04120005 V building Docket No. 04120006 V Chapter 5.02 Chapter 25.01.01 .A.4 Chapter 25.01.01 .B. 8 Special Uses accessory building built before principal max. gross floor area .-- Docket No. 04120007 V Chapter 25.01.01.B. 1 height greater than 18-ft The site is located at 12899 West Road and ia zoned S-l/Residence-Estate. Filed by Nathan Althouse of Miller Survevin~ for Arlet & Claudia Pryor. Petiiioner, please note the following: - - 1. This Item will be on the December 1S agenda of the Technical Advisory Committee. 2. M~iled and Published Public Notice needs to occur no later than~Thursday, December 30, 2004. Published notice is requLred within the XndianapoHs Star. 3. The Proof of Notice will need to be received by this Depsrmmat no later than noon, Friday, January 21, 2005. Failure to submit Proof of Notice by this time will result in the tabling of the petition. 4. The Filing ]Fee and Nine (9) l~'ormational Packets must be delivered to BZA Secretary Connie Tingley no later than Noon, Friday,._~anu~ 14, 2005. Failure to submit Informations! Packets by this time will result in the automafi~-t-ablin~ of the Petition to the Monday, February 28, 2005 agenda of the BZA. 5. This Item will appear on the Jannary 24, 2005 agenda of the Board of Zoning Appeals under Public Hearings. - 6. The petitioner will need to provide ~ fully ill]ed-out Findings-of-Fact sheets for each petition the night of the meeting for the Board's use (Sheet 8). On Ballot sheets, only fi]] out docket number, petitioner, and date (Sheet 7). Ballot sheets must be collated. 7.) PETTrIONER: refer to your instruction sheet for more details, · ..Petitioner: please complete the fonowine ltem~: V~.i.) Please provide a Development Standards Variance application for each variance. X/2.) Provide proof or written statement that the plans were delivered to al Technical Advisory 3.ommittee members. ) Show/label 5-fi side and rear yard setbacks. / 4.) How will you storc/disposo of the animal waste? Address proximity of barn to boise to the west. 5.) Label dimensions on thc building elevations. Thc roof height is determined 5y thc midpoint betwcen the cave of ~.c roof and the rooftop. ~'6.) Show/label thc fence boundaries. ~*?.) Show/label an access drive and s parking area for vehicles. v/8.) Note: some varinnccs may be withdrawn if changed to comply with the Ordinance. Please contact Mr. Althouse at 773-2644 flax: 733-2694) with this information. Once the file is updated please r~q~m it to my office. Thank you, DULY ENI'ERED fOR TAXATION ~ubject to final acceptance for ~nsfer '"' _..~ ..day of O(.~,~gl~. , 20_~ ' P~n~l ~_.l 7 _-o.l-&)-~- OO-O'z.~. 1~ . oO Warranty Deed This I~en~~itn~seth, ~at Tho~ ~ Eedico~ ("~') of H~ilmn Co.W, S~tc of ~ CO~YS ~ W~S to Arlet ~ ~or ~d Cl.~u~.Y. P~or, husband ~d ~e of H~ilton ~W, in ~c State of hdi~ for ~e sum of~e md ~/1~ Doll~ ($1.~) ~ o~ v~lc co.ideation, ~e rc~ipt ofw~ch is ~y ~owl~g~ ~e follo~ng d~b~ ~ ~mte in H~lton Com~, ~ ~c S~e of ~a: Part of the Southwest Quarter of Section 30, Township 18 North, Range 3 East, located in Clay Township, Hamilton County, Indiana, being described as follows: Commencing at thc Northeast comer of the Southwest Quarter of Section 30, Township 18 North, Range 3 East; thence North 89 degrees 51 minutes 18 seconds West (assumed bearing) 622.86 feet on and along thc North linc of said Southwest Quarter to thc Northeast comer of Lucky Forward Add/tion (said addition being recorded as Instrument No. 9811058 in Plat Cabinet 2, Slide 85); thence South 00 degrees 00 minutes 00 seconds parallel with the East line of said Southwest Quarter 699.36 feet to thc Point of Be~Zi_.'nning of this description; thence South 00 degrees 00 minutes 00 seconds 185.77 feet parallel with the East line of said Southwest Quarter;, thence North 89 degrees 5 ] minutes 18 seconds West :562.37 feet, more or less'parallel with the North line of said Southwest Quazrter to the East llne of 4 acres off thc entire West end of the Northeast Quarter of said Southwest Quarter, thence South 00 degrees 02 minutes 52 seconds West 431.74 feet to thc Southeast comer of said 4 acre tract; thence North 89 degrees 58 minutes 00 scconcLs East 30.:59 feet, more or less on and along thc South linc of the Northeast Quarter of said Southwest Quarter. to a point, said point being South 89 degrees :58 ngnutes 00 seconds West 1155.00 feet from the Southeast comer of thc Northeast Quarter of said Southwest Quarter; thence South 00 degrees 00 minutes 00 seconds 14.28 feet, more or less, parallel with the East line of said Southwest Quarter to a point on thc North line of a 10.661 acre tract of real estate described in Instrument Number 8743241; thence South 89 degrees 15 minutes 30 seconds West 7.30 feet, more or less, to the Northwest comer of said 10.661 acre tract; thence South 00 degrees 53 minutes 30 seconds West 97.59 feet on and along thc West linc of said 10.661 acre tract to the point of intersection of the West line of said 10.661 acre tract and the centerlinc of Boone Creek (the following 10 courses are on and along a linc traversing the approximate centerline of said creek): 1) thence North 83 degrees :59 minutes 14 seconds East 19.56 feet; 2) thence North 66 degrees 21 minutes 17 seconds East 46.09 feet; 3) thence North 82 degrees 01 minute 33 seconds East 123.62 feet; 4) thence North 84 degrees 19 minutes 43 seconds East 130.70 feet; 5) thence North 84 degrees 33 minutes 14 seconds East 130.32 feet; 6) thence North 82 degrees 16 minutes 36 seconds Eut 84.48 feet; 7) thence North 88 degrees 26 minutes 27 seconds East 42.68 feet; 8) thence North 75 degrees 26 minute~ 22 seconds East 32.44 feet', 9) thence North 51 degrees 24 minutes 52 seconds East 24.09 feet; 10) thence North 55 degrees 54 minutes 06 seconds East 12.:59 feet to the point of intersection of said centcrlinc and the North line of said 10.661 acre tract; thence North 89 degrees 15 minutes 30 seconds East 532.93 feel to the Southeast comer of the Northeast Quarter of said Southwest Quarter; thence North 00 degrees 00 minutes 00 8econl~ 613.83 feet, more or leas, on and along thc I/asr line of said Southwest Quarter to a point; said point being to a point, said point being South 00 degrees 00 minutes 00 seconds 699.36 feet from the Northeast comer of said Southeast Quarter, thence North 89 degrees :51 minutes 18 seconds West 622.86 feet to the Point of Beginning, containing 15.29 acres, more or less. NOTE: The acrcagc~s included above for descriptive purposes only. Subject to taxes for 2003, due and payable in November 2004, and subject to taxes payable thereat:ret. NOW OR FOlaaI~L.Y NOWOR F'01~E~LY 12' V~ST C~ EAST EOP bLW. CORNER OF 10,6~1 ]RACT 0F ~ ESTAI~ DES(3~I~I) IN INST. ~1~743241 $ 00.'53',:30" 97.59' 10.56 ~ TRA4::T Cl. IF. ST _BOUNDARY SURVEY NOW 0R F~RME]~.Y C. 30.-1&-3 LOT 27 I II ,-4o' R/W P(R H44mN II/(x~j~tY ~o~ou~A~[ PERIME FENCING II/ PLA~ OA~]) Sa~ ~'~  10, ~2 ~T ~ ~D ~U~A V. PRY~ I' INST. ~200~00069006 I~~ 15.29 ACRES II ~I~ING ~D 5 B~NS ~~ ~ ~ E~ST ~ ~IS PR~ Ul~ 0F TH~ N.E. 1/4. S.W. $/~ SIC 30-18-3 V~ST OF FAST EM) 20' FILTER STRIP wM.. (:a. &w. 1/4, er,,. m3-1e..e LINE TABLE UNE LENGTH BEARING L1 19.56 N83'59'1 I~ 123.62 J482'01 '33'[ L4. 130.70 N84.'1 g'43~ I.~ 130.32 L7 4.2..68 N88'26'27~ 1.9 24.09 N51'24'52'E LIO 12.59 N55'54'O~'r ZONE EXI:)L.N, IA~ X ARF. AS OLrIlg~NINI~ TO BE OF SC~ "A" .aND SCHEDULE "r oF A I~TLE P<XICY. N 89'15'30" E 532.93' S.E. C(X~ER ~.~ 1/4, s.w SEC, SEC. 30-18-3 LOT 2~ 'IH[ SUedE:CT PROPI~TY IS NOT LOCATED IN A SPE:CLN.. F'LO(X) HAZA/~ AREA AS ESTABLISHED BY ~ I:'~AL EHER~Y MANAGE)lENT AGENCY N,K'I~ONAL F'LO00 INSURANC[ I:)IK)GRAM AS PER FLO00 RATE MAP JlI~TCO205F. ARE. A IN ZONE 'X" MAP DAI~D Fi~. 19. 2003 &~g44 30,-1~-$ MaG N,ML FOUNO ~ ~ &~'11~4 30,-1~-3 117 ~ ~ 3/4' ~ ~ F~ ~ ~ ~ ~w/~ 471~1~1~ 5~ ~ ~ I/ ~ ~ 114 S~ ~ AT ~ ~ ~~Y SAID SOUll-iM~T GUARg 10 A P(]NT 0N 11~ NOR'IH LI~ OF' A 10.561 8')'~241; ~ SOUIH 8~ I~roRE[S 16 ~ 3O ~E:(:~NDS V~ST · ~, ~ SOUIH O0 C~GI~XS 53 ~ 30 SECX:INOS V~ST g7.se FEar ~i AM) ALON~ 1HE V~ST UNE 0F SAID 10,561 ~ reACT TO THE: POINT ~1r INI~I~CI~N M' ~ ~ST UI( oF SM) 10,561 ~ 1RaGT MO 1HE CEN~]~UN[ OF BOMi[ CRUX (~H[ F<XJ,Om~ 10 CCXJI~ES ~ IG62 ~ (4} ~ G~ ~ ~ IS ~ ~ ~ IN ACCORDANC~ m11.1 111LE J ~ 1.1. ~ 12,, SECl10N 1 ~ ~ eF '1HE ~ MSTRAllW: C(X~ 1HE ~ ~VAllONS AaO ~ ~l,l~Id~ RI~G~ql)ING ~ V~ UNCERTNNlI[S IN 114E LOCAllONS 01r 11.1E O) 114E 11.tE0e:EllC~ UNC~TNNTY oF 11.1E 11.1S I~ A RLrlRACE~ENT StJIwLrY OF A 15.2g AC~E 1RACT OF REAL ESTAI~ AS 0E:SCI~ED IN TH[ B(XJNDARY OF THIS 3~ACT OF ~ E~STAIE WAS ESTABLISII~ AT R~C(~O DtMENgCINS ~ Ig(ISllHG M(3NUMDtTA31ON Iq3UNO AT POINTS 101. 118, 133 CORNERS OF THE sue,E:C'r 1RACT ESTABUSH~) BY THiS ~ i~ m ,1, ~~NS FC~ A ~ C SUltrY (0.SO) ~ ~S DE]qNI~ IN lAC iT ~ MY Ol~lON WT: I~E UNCERT~NT[S IN TH~ LOC~l10N OF 11~ UN~$ ~ EAST-~T. BD'M~N ~1~ PR(X)E]~TY LINE: b"~DIg~C[ F(~JND MID 11~ ~TY UI(S [ST)~I.I~D 8Y ~ 114E SUB.CT PARCEL WAS ESTABLISHED BY I~Ct~'D 0(SCRtPll0N. Ptt. f (31T) ?73-2644 FAX 773-2ee4 t14-115 II II ACTUAL SLIDE DOOR WIDTH CLEARANCES WILL BE 6" LESS THAN THE NOMINAL SIZE (12" LESS IF SLIDE DOOR IS POSITIONED OFF OF A CORNER). Give door size and distance to corner I NOg/iv ~~~/~ ~ ~~L~ ~ ~~ ~ AG~AL SLIDE ~R WIDTH G~ARANGES WILL ~AN ~E NOMINAL SIZE (12' ~ IF SLIDE D~R IS POSITIONED OFF OF A GORNER), GNo d~t slzo and distanco ~o corner I1'1 ~I~: