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HomeMy WebLinkAboutPacket 05-15-12THE OVERLOOK AT LEGACY PUD PRIMARY PLAT INFORMATIONAL BROCHURE PREPARED FOR: Departurent of Community Services One Civic Square Carmel, Indiana 46032 Owner: Falcon Nest II, LLC 1356 Beverly Racal McLean, Virginia 22101 Developer: Platinum Properties, L.L.C. 9757 Wesipoint Drive Suite 600 Indianapolis, Indiana 46 256 (31 7) 863 -2057 PREPARED BY: Brett A. Huff Stoeppelwerth Assocates, Inc. 7965 East 1 O6' Street Fishers, Indiana 46038 (31 7) 5 70 -4841 DATE PREPARED: March 13, 2012 Primary Plat Application, Legal Explanation Table of Contents I. Primary Plat Application, Legal and Explanation 11. Current and Proposed Aerial Exhibit III. Color Site Plan Exhibit IV. Primary Plat V. Utility Summary VI. Construction Sequence Summary VII. Open Space Area Description VIII. Open Space Calculation Map IX. Landscape Plan X. Auto-Turn Exhibit XI. Pedestrian Walks Trail Exhibit XII. Preliminary Lighting and Signage Plan XIII. Maintenance and Operation Plan XIV. Sample Maintenance Plan and Budget DATE: March 15, 2012 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. Platinum Properties, LLC Name of Applicant: Fax No (317) 216 -8636 Email: twalter @platlt-lum- praperties.com Address of Applicant: 0757 Westport[ Drive, Suite 600 Name of Owner: Falcon Nest fl, LLC Rajai Zumot Name of Subdivision: The Overlook at Legacy Approximate Address/Location of Subdivision: South side of 1461h Street approximately 1 mile East of Hazel Dell Parkway. Tax ID Parcel No(s): 17 -10- 23-00 -00- 001.003 Legal Description: (To be typewritten on separate sheet and attached) Area o acres): 25 Number of Lots: 31 Length (in miles) of new streets to be dedicated to public use:: Surveyor certifying plat: Dennis D. Olmstead Stoeppelwerth Associates, Inc. Address: 7965 East 106th Street, Fishers, IN 46038 Fax N (317) 849 -5942 Email: dolmstead@stoeppelwerth.com sit*** *.4: *4.4 4.44:*** k+ hW*#** 4-4,4- #4. **m:ac*+rtak STATE OF INDIANA, COUNTY OF Hamilton SS: The undersigned having been duly sworn, upon oath says that the above information is true and correct as he or she is informed and believes. Applicant Signature: J r fal.6 APPLICATION for PRIMARY PLAT (or REPLANT) Fee $928 plus $123 per lot (or $307 phis $123 per lot) 09/0612014 My Commission Exp Subscribed and sworn to before me this 15th d o f March DOCKET NO. Phone No. (317) 863 -2057 Phone No. Phone No. (317) 849 -5935 Print name: Timothy J. Walter 12 t tsitrtrrr■ r E. s R liC r. C3 r r 6,v,..4 r� ©TAB r Mary E. Bredlau r SEAL ti F•ilnarr :PrilmryF'ltl261t2: RevisTd 12/28/201 1 I (We) Brett A Huff PETITIONER'S AFFIDAVIT OF NOTICE OF PUBLIC HEARING for CARMEL PLAN COMMISSION OWNER(s) NAME See Attached List do hereby certify that notice of public hearing of the Carmel PIan Commission to consider Docket Number 1 ZO C)CD ?P was registered and mailed at least twenty -five (25) days prior to the date of the public hearing to the below listed adjacent property owners: ADDRESS STATE OF INDIANA SS: The undersigned, having been duly sworn upon oath says that the ab e infor +lion is trued and correct and he is informed and believes. County of Hamilton for (County in which notarization takes place) Hamilton (Notary Public's county of residence Timothy J. Walter (Property Owner, Attorney, or Power of Attorney) 20th day of April (day) (month) Qom E, B RerO/� .H...... 7f 0 TAR y SEAL (Sign e ofPeti done Mary Before me the undersigned, a Notary Public County, State of Indiana, personally appeared and acknowledge the execution of the foregoing instrument this 10 12 (year) Public gnature redlau Notary Public—Please Print My commission expires: 09/06/2014 (Tip: Actual signatures of adjacent property owners must be submitted on this affidavit if the public notice was hand delivered to an adjacent property owner. Otherwise the names can be typed/written in.) The Overlook at Legacy 1, the undersigned Registered Land Surveyor, hereby certify to the hest of my information, knowledge and belief, that the included plat correctly represents a survey performed under nay direction during February of 2012 of the following described real estate: A part of Section 23, Township 18 North, Range 4 East of the 2nd Principal Meridian, Clay Township, Hamilton County, Indiana described more particularly as follows: Commencing at the Northeast Corner of said Section 23; thence North 89 degrees 15 minutes 40 seconds West along the North line of the Northeast Quarter of said Section 23 a distance of 337.40 feet; thence South 20 degrees 07 minutes 12 seconds West a distance of 149.74 feet to a point being the Southwest intersection of the rights -of -way for 146' Street and River Road as described in Instrument No. 200100065741 in the Office of the Recorder of Hamilton County. Indiana; thence the following twelve (12) courses along the westerly right -of -way of River Road per said Instrument No. 200100065741; (1) South 20 degrees 07 minutes 21 seconds West a distance of 92.91 feet; (2) South 69 degrees 52 minutes 38 seconds East a distance of 16.50 feet; (3) South 00 degrees 07 minutes 41 seconds West a distance of 195.81 feet to a point on a non tangent curve to the right having a radius of 688.98 feet, the radius point which bears North 89 degrees 52 minutes 19 seconds West; (4) southerly along said curve a distance of 426.41 feet to a point which bears North 54 degrees 24 minutes 43 seconds West from said radius point; (5) South 35 degrees 35 minutes 17 seconds West a distance of 313.27 feet; (6) North 69 degrees 52 minutes 38 seconds West a distance (If 16.50 feet; (7) South 20 degrees 07 minutes 28 seconds West a distance of 119.41 feet; (8) North 69 degrees 52 minutes 38 seconds West a distance of 16.50 feet to a point on a non tangent curve to the left having a radius of 1,574,80 feet, the radius point of which hears South 54 degrees 49 minutes 01 seconds East; (9) southwesterly along said curve an arc distance of 367.82 feet to a point which hears South 68 degrees 11 minutes 57 seconds East from said radius point; (10) South 21 degrees 48 minutes 03 seconds West a distance of 191.51 feet; (11) South 15 degrees 18 minutes 16 seconds East a distance of 82.28 feet; (12) South 68 degrees 12 minutes 11 seconds East a distance of 16.50 feet to the physical centerline of River Road, thence the following seventeen (17) courses along the physical centerline of River Road; (1) South 21 degrees 14 minutes 47 seconds West a distance of 243.57 feet; (2) South 21 degrees 20 minutes 03 seconds West a distance of 151.74 feet; (3) South 23 degrees 01 minutes 40 seconds West a distance of 99.76 feet; (4) South 24 degrees 29 minutes 46 seconds West a distance of 51.87 feet to a point on a non tangent curve to the right having a radius of 397.42 feet, the radius point of which bears North 66 degrees 03 minutes 44 seconds West; (5) southwesterly along said curve an arc distance of 191.02 feet to a point which hears North 38 degrees 31 minutes 23 seconds West from said radius point; (6) South 52 degrees 56 minutes 19 seconds West a distance of 64.43 feet; (7) South 56 degrees 48 minutes 58 seconds West a distance of 84,84 feet; (8) South 58 degrees 29 minutes 55 seconds West a distance of 204.22 feet; (9) South 59 degrees 38 minutes 13 seconds West a distance of 2 13.74 feet; (10) South 59 degrees 38 minutes 43 seconds West a distance of 416.86 feet; (11) South 59 degrees 26 minutes 13 seconds West a distance of 210.95 feet; (12) South 59 degrees 08 minutes 15 seconds West a distance of 205.20 feet to a point on a non tangent curve to the left having a radius of 1,427.15 feet, the radius point of which bear South 29 degrees 09 minutes 29 seconds East; (13) southwesterly along said curve an arc distance of 338.21 feet to a point which bears South 42 degrees 44 minutes 11 seconds East from said radius point; (14) South 47 degrees 13 minutes 52 seconds West a distance of 257.68 feet; (15) South 47 degrees 01 minutes 38 seconds West a distance of 316.41 feet: (16) South 46 degrees 58 minutes 46 seconds West a distance of 613.46 feet to a point on a non tangent curve to the left having a radius of 1,232.86 feet, the radius point of which bear South 43 degrees 01 minutes 14 seconds East; (17) southwesterly along said curve an arch distance of 153.00 feet to u point which bears South 50 degrees 07 minutes 52 seconds East from said radius point; thence North 00 degrees 53 minutes 16 seconds West a distance of 78.51 feet to a point on a non-tangent curve to the riuh|having o radius ofl205.491ee� the radius point ofvvhich bear South 47 degrees ]8 minutes 47 seconds nor[heaslcrly akng said curve an arch distance of 100.05 feet |oo point which bears South 43 degrees 01 minutes 15 seconds East from said radius point; thence North 46 degrees 58 minutes 46 seconds East a distance of 613.46 feet io the North line of real estate described in Instrument No. 9809051829 in said Recorder's Office, marked by u5/A`^robar with cap stamped ^'S A Firm 40008 (hereafter referred to as an S A rebar); thence North 89 degrees 01 minutes 38 seconds East 10.50 feet to the proposed right of way of River Road; thence North 47 degrees 01 minutes 38 seconds East 136,46 feet alongsaid proposed right of way of River Road to Oie POINT OF BEGINNING of this description; thence along the proposed easterly right of way line of extended Community Drive by the following seven (7) courses: (l> North 87 degrees 58 minutes 22 seconds West 42.98 feet; (2) North 42 degrees 58 minutes `2socond` (1) West 75.56 feet to lhe point of curvaiure ofa curve concave southwester1y the radius point of said curve being South 47 degrees 01 minutes 38 seconds West 87.00 feet from said point; (3) nortiiwes(erly along said curve 11.94 feet to the point of Eangency of said curve, the radius point o[said curve being South 39 degrees 09 minutes 41 seconds West 87.00 feet from said point; (4) North 52 degrees 31 minutes 17 seconds West 35.16 feet to a point on a curve concave northeasterly, the radius point or said curve being North 38 degrees 04 minutes 30 seconds East 65.00 feet from said point; (5) northwesterly along said curve 25.07 feet 10 the point of tangency of said curve, the radius point of said curve beiiig North 60 degrees 10 minutes 35 seconds East 65.00 feet from said point, said point also being the point of curvature of a curve concave easterly, the radius point of said curve being North 60 degrees 10 minutes 35 seonds East 277.00 feei. from said poinl; (6) norlherly along said curve 144.18 feet to the point of tangency of said curve, the radius point of said curve being North 90 degrees 00 minutes 00 seconds East 277.00 feet from said point; (7) North 00 degrees 00 minutes 00 seconds East 784.90 feet; thence along the southeasterly right of way line of Comrnunity Drive as described in Instrument No. 2008'43636 in said Recorder's Office by the next four (4) courses: (1) continuing North 00 degrees 00 minutes O3 seconds East along said line, u distance o[3.45 feet; (2) North OZ degrees 36 minutes 32 seconds East 32.01 feet to Lhe point of curvalure of a curve concave southeasterly, the radius point of said curve being South 87 degrees 23 minutes 28 seconds Easl 110.00 feet from said point; (3) northeasterly along said curve 144.17 Lcu! 10 ibe point of iangency of said eurve, the radius point of said curve heing South 12 degrees l7 minutes 5Oseconds East 110.00 feel from said point, said point also being the point of eurvature ot a curve concave southerly, thc radius poinl of said curve being South 12 degrees 17 minutes 47 seconds East 1 [cut from said point; (4) easterly along said curve 307.33 feet (o the point of langency of said curve, the r�dius point of said curve heing South 0D degrees 0O minutes D0 seconds East 1,432.00 feet from said point; thence along the South right of way line of a proposed boulevard by the next five (6 courses (1) North 00 degrees DO minutes DO seconds East 8Ob.14 feet \oa point onu curve concave southwesterly, |horodiuopointu{aaiduurvubcingSouth0Odugrces 02 seconds East 332.00 feet from said point; (2) southeasterly along said curve 307.63 feet Le the point of tangency of said curve, said point being South 53 degrees 05 minutes 21 seconds West 332.08 feet io the radius point of said curve, said point also being the point of curvature of a curve concave westerly, the radius point of said curve being South 53 degrees 05 minutes 21 seconds WesI 24.00 feet [rom said point; (3\mouihedy along said curve l4.44 feet io the point of tangency of said curve, said point being South 07 degrees 33 minutes 24 seconds West 24.00 feet to the radius point of said curve, said point also being the point of curvature of a curve concave westerly, the radius point of said curve being South 87 degrees 33 minutes 24 seconds West i34.00 feet from said point; (4) southerly along said curve 108.32 feet N the point of tangency of said curve, said point being North 48 degrees 15 min ti 57 seconds West 134.00 feet to the radius point of said curve, said point also being the point of curvature of a curve concave southeasterly, the radius point olsaid curve being South 48 degrees 15 minutes 57 seconds East I,016.00 feet from said point; (5) southwesterly along said curve 129.49 feet to the point of tangency of said curve, said pain:. being South 55 degrees 34 minutes 05 seconds East 1,016.00 feet to 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 55 degrees 34 minutes 05 seconds West 185.00 feet from said point; (6) southwesterly along said curve 81.41 feet to the point of tangency of said curve, said point being North 30 degrees 21 minutes 17 seconds West 185.00 feet to the radius point of said curve to the proposed northerly right of way of River Road; thence along the proposed northerly right of way line of River Road by the next seven (6) courses: (1) South 59 degrees 38 minutes 43 seconds West 182.87 feet; (2) South 59 degrees 26 minutes 13 seconds West 211.12 feet; (3) South 59 degrees 08 minutes 16 seconds West 205.44 feet to the point of curvature of a curve concave southeasterly, the radius point of said curve being South 28 degrees 45 minutes 36 seconds East 1,381,65 feet from said point; (4) southwesterly along said curve 347.77 feet to the point of tangency of said curve, the radius point of said curve being South 43 degrees 10 minutes 54 seconds East 1,381.65 feet from said point; (5) South 47 degrees 13 minutes 52 seconds West 257.68 feet; (6) South 47 degrees 01 minutes 38 seconds West 172.45 feet to the place of beginning, containing 24.817 acres, more or less, subject to all legal highways, rights -of -way, easements, and restrictions of record. I further certify that there are no buildings on the above- described real estate and that the buildings located on the adjoining property do not encroach upon said real estate, except as indicated. This is to certify that NO portion of the property is located within a Special Flood Hazard Area as said property plots by scale on Community Panel No. 18057C 0235F of the Flood Insurance Rate Maps dated February 19, 2003. Certified: February 23, 2012 S\55 1 15CON ISu rve v1551 15I' LA -M L 1 .doc Dale February 23, 2012 smrlmeb Revised April '_5.2012 KRG Stephen M. Roeschlein Professional Land Surveyor Indiana Number: 29600000 THE OVERLOOK AT LEGACY EXPLANATION The applicant is desirous of developing a residential area within the Legacy PUD to be known as The Overlook at Legacy. The Overlook at Legacy will include 31 lots on approximately 25 acres located at the south end of the Legacy PUD District, northeast of Prairie Trace Elementary School along River Road. The area of The Overlook at Legacy is identified on the aerial photograph included in this submittal. By way of general background, The Legacy PUD was enacted in January of 2007. It allows a nixed -use community, consisting of various use blocks, on approximately 500 acres generally located on the southwest corner of 146 Street and River Road. The Overlook at Legacy is located primarily in the Neighborhood Use Block and a portion of the Suburban Residential Use Block of The Legacy. The proposed single family detached dwelling neighborhood is a permitted use under the Legacy PUD. Current and Proposed Aerial Exhibit Color Site Plan Exhibit Primary Plat Utility Summary Electric Telhone Water Sanitary Sewer Drainage Gas UTILITY SUMMARY FOR THE OVERLOOK AT LEGACY Electric service will be provided by Duke Energy. The development will be served by existing power service along 146 Street and from surrounding service in existing su bdivisions. Telephone service will be provided by AT T. The development will be serviced by existing telephone lines along 146 Street, and from surrounding service in existing subdivisions. Water service will be provided by the City of Carmel. The development will be served by a main extension along 145 Street. Sanitary sewer service will be provided by the City of Carmel. The development will be served by extending sanitary sewers from a lift station within The Legacy development.. The storrnwater for this development will be collected in a series of swales and pipes and conveyed to detention areas where it will be stored and released at a controlled rate before being discharged into White River. Natural gas service will be provided by Vectren Energy. The development will be serviced by a main extension along 146 Street and connections into surrounding subdivision. Construction Sequence Summary CONSTRUCTION SEQUENCE SUMMARY This project will be built in two (2) sections. Construction will begin with an entrance on Community Drive. Section One will contain Lots 1 through 13 (all inclusive), limited Common Area 2 and general Common Area 3. Section Two will contain Lots 14 through 31 (all inclusive), limited Common Area 5. Earthwork and excavation material will be placed in appropriate fill areas. All streets, utilities and other infrastructures will be built at the time of this development. Open Space Area Description OPEN SPACE AREA DESCRIPTION This development consists of 4 limited Common Areas numbered 1, 2, 4 and 5 (all inclusive) and 1 general Common Area 3. All will be designed open space and will be seeded and landscaped. A walking trail will be constructed through general Common Area 3. Limited common areas will be owned by The Overlook at Legacy Home Owner's Association and the general Common Areas will be owned by Overall Legacy Master Home Owner's Association. Both will be maintained by a professional rnanagement company. A sample maintenance plan and budget will follow in this report, Open Space Calculation Map Landscape Flan Auto -Turn Exhibit Pedestrian Walks Trail Exhibit Preliminary Lighting and Signage Plan Maintenance and Operation Plan Sample Maintenance Plan and Budget INCOME: 4001 Association Fees: Association f _,=.,+f Budgeter., nr me bas ADMINISTRATIVE EXPENSES: r 367 Quarter391 HOMEOWNERS ASSOCIATION 2011 BUDGET NOTES 24 24 Third Quarter 414 24 Fourth Quarter 440 25 a Uers qt ly 343 lots sold):: 4002 Developer Contribution: Developer funding of association shortfall. The first month of each quarter is based on 90% of the homeowners paying their dues. Pro rated dues, which are in the second and third months of each quarter, are based on 100% of the homeowner's payment because they are paid out of closing. 6001 Management Fee: A monthly fee paid to the management company for their services. Fee is $5.00 per month per lot. Minimum of $500.00 per month. 6016 Printing: Newsletters, budget packets, invoice payment copies and other correspondence mailings /copies (Annual estimate $1,620). 6022 Pasta e: Postage for invoices, newsletters, violation letters and other correspondence (Annual estimate $721). 6044 Administrative Other: Stationary, envelopes, checks, accounting supplies, long distance calls and faxes (Annual estimate $300). 6602 Le al Pro e ssr`onal: Filing of Federal /State tax returns and legal representation (Annual estimate $250). INSURANCE /TAXES: 6100 Insurance: Liability and property insura pool, pool hoes- playground, 6501 Pro •e tennis UTILITIES: GROUNDS EXPENSES: HOMEOWENERS ASSOCIATION 2011 BUDGET NOTES rat +eral and State taxes (Estimated at $50). e association, including 1 premium $5,500). o eland inci g pool, pool house, playground, n May and November (Estimated at $2,234 a half). 6200 Electric: Electricity usage for entryways, pool house and streetlights. Based on 2000 usage (Annual estimate $4,300). 6209 Water /Sewer: Water and sewer service for irrigation, pool and pool house. Based on 2000 usage (Annual estimate $3,864). 301 Snow Removal Contracted: Snow removal for all streets. Snow removal on one 2 inch to 3.9 inch pull is $1,700 per pull, one 4 inch to 5.9 inch pull is $1,850. Estimated snow removal cost for the 2001 budget 0 $14,200 ($3,550 a month Jan /Feb /Mar /Dec). 6410 Mowing: 25 mows to common area grounds at $1,151.22 per mow. Two edgings at $1,190 each. Estimated mowing /edging cost for the 2001 budget $32,311.72 ($4,039 per month April through November). 6416 Turf ProQEram: Four turf fertilizations at $2,203.00 per application and $1,252.00 for grub control. Estimated turf program cost for the 2001 budget $10,064.00 (Roughly $1,258 per month April through November). HOMEOWNERS ASSOCIATION 2011 BUDGET NOTES 6423 Shrub/Tree Maintenance: Includes shrub tr tree /shrub fertilizer at $4,737.50 insect cant $12,559. BUILDING MAINTENANCE: 511. 5 3 e f in. a 48.67, oit a l 11. and two tree/shrub nance cost for the 2001 budget. g No f ber). 6442 Landsca a n at $6,800, bed edging at $1,996.22, tree ring edging at $1,599.2, l ide at $1,331, mulch handweed will be done 30 times at $159 per service '?l yard clean -up at $667, annual summer flower installation at $1,235, spring pansies installation at $1,710, fall mum installation at $2,023, overall flow maintenance for the season at $270.00 and additional $5,000 for re-mulch/misc. Estimated landscape other cost for the 2001 budget $27,421.46 (Roughly $3,428 per month April through November). 6450 Pored Maintenance: Monitoring of the lakes from April through October. Estimated pond maintenance cost for the 2001 budget $3,465.00 (Billed $1,733 in April and August). 6490 Ground Maintenance: Litter clean -up in common area and all other miscellaneous jobs not having specific line item. Ground maintenance approximately 4 hours a week at $25.00 an hour, $40 a month for landscape lighting repair and $4,000 miscellaneous expense. Estimated ground maintenance cost for the 2001 budget $9,280 (Roughly $773 a month Jan. through Dec.). 6551 Irrigation: Includes spring start -up, maintenance and winterization. Estimated irrigation cost for the 2001 budget $780. 6203 Plumbing: Any necessary plumbing work to the pool house. Winterization of the pool house at $200.00 and spring start-up at $200. Estimated plumbing cost for the 2001 budget $400 (Cost to occur between April and October). 6500 Pool Phone: month). HOMEOWNERS ASSOCIATION 2011 BUDGET NOTES 6206 Building Maintenance: Maintenance to pool house. A maintenance and $5.00 a month for building 1 building maintenanc- cost for the 2 an s. Estimated a month). ti r�` ed pm ones $660.00 ($55.00 a 7000 Pool Mainte"ta PENS MEMORIAL DAY WEEKEND Includes opening and closing of the pool, da k s to chemically treating the pool, pool deck and restrooms. Chemicals and supplies on a will call basis. Estimated pool maintenance cost for the 2001 budget $12,000 Price does not include lifeguard or monitors. RESERVE: Reserve Funding: Deposit of 25% of regular assessment to the Reserve. Please note that this budget is an estimate based on the information provided.