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HomeMy WebLinkAboutPrimary Plat Support DocumentsPREPARED BY: ww States Engineering, Inc. PLANNING & LANDSCAPE ARCHITECTURE !tl PIMi 111vii., steed ihdiarpor, to 462041 4317)63. -6x35 PRIMARY PLAT SUPPORT DOCUMENTS FOR IRONWOOD PREPARED FOR: 106TH STREET DEVELOPMENT, INC. 10649 WINTERWOOD CARMEL, INDIANA 46032 TELEPHONE: (317) 846 -1666 PROJECT INFORMATION Introduction (Exhibit No. 1) This proposed development is located approximately 750 feet west of the intersection of Ditch Road and 10th Street. "Ironwood" consists of 31 lots for single family detached dwellings. The development has 1900 feet of frontage along 106th Street, which shall be utilized for access into the site. Circulation within the development shall utilize 50 foot private drive easements with 26 foot wide pavement. The streets will remain privately owned, being maintained by a homeowners association. The existing zoning classification for the site is S -1. The development standards for this classification will be met for the proposed development. II. Adjacent Use and Zoning (Exhibit No. 1) the land use surrounding the site consists of the following: North: Crooked Stick Golf Club A. A single family residential development B. Crooked Stick Golf Course C. Several single family residential dwellings along the north side of 106th Street South: A. Currently used for agricultural production East A. Several single family residential dwellings West A. Indianapolis Horse Patrol, Inc. B. Agricultural production The zoning classification surrounding the site is presently S -1 residential. III. Master Plan As stated earlier, the proposed development conforms to the existing zoning classification under the master plan. The site having ready access to 106th Street consequently offers an efficient means to numerous support facilities of a recreational and commercial nature. Likewise, utility service facilities are readily available. Water is available from an existing 12" Indianapolis Water Company main along the north side of 106th Street, terminating near the proposed entrance to the site. Telephone and electric service is available from existing overhead lines located along the north side of 106th Street. Gas service is available, but will require extension of an existing line located along the west side of Ditch Road. Enclosed within this report are letters from each utility indicating available capacity to serve the project. IV. Utility Service Distribution Utility services will be distributed utilizing undergound delivery systems. Telephone and electric will utilize cables and transformers to serve individual lots. Gas and water will utilize pipe. Demands and consumption rates for these services will not adversely affect present capacities. Sanitary disposal will utilize a septic system for each individual lot. Estimated flow will be approximately 310 gallons per day per lot. A statement from the Hamilton County Health Department is included indicating general acceptance of this method. V. Drainage (Exhibit No. 2 and No. 3) Storm water management will utilize a system of inlets, pipes, subsurface drains and swales discharging into a proposed 2.4 acre retention pond or Spring Mill Run. Drainage calculations are included in this report. The Hamilton County Drainage Board has been supplied with this information and has sent their comments directly to the Director of Community Development. Spring Mill Run drains approximately 947 acres to the north of the site. The Indiana Department of Natural Resources has been informed of this project and has determined the 100 year flood elevation and floodway limit line for the site. An enclosed copy of the letter from D.N.R. indicates that the project will not be encroaching upon the floodway. VI. Soils (Exhibit No. 4) Four soil classes are present on the site: Brookston, Crosby, Miami and Shoals. However, only Brookston, Crosby and Miami are of concern, since the Shoals is within the channel of Spring Mill Run and no proposed development occurs there. The major obstacle to overcome from a soils perspective is proper drainage. Subsurface drains should facilitate adequate drainage, and comments from the Drainage Board and Health Department support this concept. During construction adequate erosion control measures will occur, which will meet Hamilton County Soil Conservation Service guidelines. Such measures could include, but are not limited to, the use of siltation. traps in major swales and around inlets, use of ground covers to stabilize steep banks, and straw bales within swale flowlines. A copy of the SCS report is included in this report. VII. Streets As indicated earlier, access to the site shall be from 106th Street. All county highway standards will be met concerning pavement widths, thicknesses and alignment at the entrance. All streets within the project shall be private and maintained by the homeowners association. These streets will conform to the standard for private streets, as outlined in the Carmel zoning ordinances. Private access drives located at the northwest and southwest corners are intended to serve only those lots which they abut. Discussion with county highway engineer indicates general acceptance of the entrance as discussed in a meeting with the Hamilton County Highway Department engineer and supervisor. A copy of their acceptance is included in this report. SUMMARY Spring Mill Run - Offsite D.A. = 1.48 square miles Q100 = 690 c.f.s. Q10 = 360 c.f.s. On Site Total D.A. = 60.0 Acres D.A. s 19.8 Acres Direct to Spring Mill Run D.A. ■ 40.2 Acres Through Lake to Southeast Corner 40.2 Acres 2.3 Acre/Feet storage required on an approximate 2.4 acre lake .•. 1 to 2 feet of flood depth required May want to plan on 2 to 3 feet to be able to compensate for direct discharge into Spring Mill Run rvLnD r a4 Site PRAINAGE AREA Acreage of Site = 60.0 Acres (0.094 square miles) 19.8 acres direct to Spring Mill Run 40.2 acres to swale 60.0 Offsite Spring Mill Run at 106th Street: 949 acres (1.48 square miles) West side (may not flow onto site): 40.0 acres RALENI914161 LOOD PLOW NQ $jLk RUN. Basin - Q10 = (1.48- 1)(2560) + (20- 1.44)(305) = 360 19 19 A = 1.48 square miles U = 0% Q100 ' (1.48- 1)(5300) + (20- 1.48)(570) = 690690 cf .___ -, .s. Q10 - 56 c.f.s. (existing condition U m 0%) Q100 - 108 c.f.s. (existing condition U • 0%) JjYflROLQGIC SOIL GROUP 'C° (Crosby? Percent Impervious 3,500 square feet Roof Area 1,000 square feet (10'x100') Drive 4,500 square feet x 32 lots 144,000 square feet 105,000 square feet (3,500' x 30') Roadways 107,600 square feet lake (2.47 acres) 356,600 square feet (8.1864 acres) - 8.1864 Ac. = 13,64% Imp. 60 Ac. S..L� Existing•CN = 88 Cultivated land without conservation treatment Proposed CN = 79 One acre residential (Imp = 20%) Proposed H = 64 -52 = 12 ft. L s. 600 ft. Time of Concentration Lake elevation assumed 852 Figure 2 = 5 min. x 2 (for overland) tc . 10 min. RUNOFF VOLUME Rainfall Amounts 10 year, 2 hour - 2.40 inches 100 year, 2 hour = 3.34 inches Runoff Volume - Existing CN = 88 Spring Mill Run Lake 10 year - 1.30 inches = 2.15 acre /foot 4.36 acre /foot 100 year • 2.00 inches = 3.30 acre /foot 6.70 acre /foot Runoff Volume - Proposed CN - 79 Spring Mill Run Lake 10 year - 0.77 inches* = 1.28 acre /foot 2.59 acre /foot 100 year - 1.45 inches* = 2.40 acre /foot 4.87 acre /foot If cultivated land with conservation practices is the existing condition, the pre and post development criteria are comparable at CN -79. Therefore, maximum volume required - 100 year volume post - development - 10 year volume pre - development. Storage required - 4.87 acre /foot - 2.59 acre /foot Storage required - 2.3 acre /foot maximum fluctuation - 2 feet of lake * Use SCS Curve Number Technique to obtain runoff volumes CORRESPONDENCE STATE INDIANA DEPARTMENT 01. NATURAL F LSOLIA.L� titrtr r )ttkc Buiidins; Ames M Ridenour C)1R1:c 'TOR Mid-States Engineering, Inc. 941 N. Meridian St. Indianapolis, IN 46204 Attn: Michael Terry and Martha Groves February 18, 1986 Re: Hamilton Carmel 0 - Spring Mill Run Dear Mr. Terry and Ms. Groves: Reference is made to your letter dated January 29, 1986, requesting information concerning a tract of land located along Spring Mill Run. This site is located between 600 and 2600 feet west of Ditch Road and extends 1300 feet south of 106th St. in the NE4, Section 9, T. 17 N., R. 3 E., near Carmel, Hamilton County, Indiana. There is no recorded historic flood information available for this stream. Based on detailed topographic mapping, it has been determined that the 100 -year frequency flood would reach an elevation of 840.0, feet, M.S.L., at the north end of the site sloping linearly to 832.0 feet of the south end of the site. The single family dwellings which you have proposed at present are out of the floodplain and, therefore, do not need approval of the Natural Resources Commission. However, a portion of the site is in the floodway of Spring Mill Run (the floodway has been delineated on your contour map), and, therefore, approval for any present or future construction, excavation, or fill in this floodway will be required, as provided by the Indiana Flood Control Act of 1945. Applications and instructions are enclosed. Pursuant to IC 13 -2 -22, (1945 Flood Control Act) the entire project so be so designed that it will not restrict the floodway, be unsafe to life and property, nor adversely affect the fish, wildlife and botanical resources of the floodway. It is recommended that any buildings proposed for this site be provided with a flood protection grade set at least two feet above the 100 -year frequency flood. The flood protection grade is the elevation of the lowest floor of a building or structure. If a basement is included, the basement floor should be considered to be the lowest floor. EQUAL OPPORTUNITY 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Mid- States Engineering, Inc. Michael Terry & Martha Groves February 18, 1986 Page Two This letter should not be construed as a building permit or as approval of the proposed construction, nor is it a waiver of the provisions of local building and zoning ordinances. Your attention is drawn to the fact that the subject property may be located in a "Special Flood Hazard Area" as defined by the Federal Insurance Administration as part of the National Flood Insurance Program. As such, present or subsequent owners may be required to purchase flood insurance as a condition of obtaining a mortgage on this property. Flood insurance might also be required for any direct federal assistance for this property, such as disaster aid. Under the regular phase of the flood insurance program, premiums can be substan- tial, depending on the type of building and lowest floor elevation, including basements. It is suggested that the owner discuss this matter with an insurance agent prior to initiating any plans for construction. If you should have any questions concerning this matter, please contact Mr. Leo F. Foley at (317) 232 -4167. JNS /JEL:jih Enclosure: Floodway Delineation Map pc: Carmel County Plan Commission Sincerely yours, John N. Simpson, P. Director Division of Water United States Solt Department of Canservetlon Agriculture Semite Charles Kiphart, Director Carmel Planning Commission 40 East Main Carmel IN 46032 11 Subject: 106th and Ditch Road Conceptual Plan 925 Division Street Noblesville IN 46060 February 14, 1986 Stile Report •' Crosby silt loam, 0 -3% slopes - This nearly level, deep, somewhat poorly drained soil is on slight rises. This soil has a seansonal high water table, moderate shrink -swell potential, high frost action and slow permeability. Large sanitary absorption fields can help offset slow permability when the water table is ' lowered with subsurface drainage. Miami silt loam, 2 -6 percent slopes, eroded. This gently sloping, deep, well drained soil is on rises on till plains. The main soil features that affect engi- neering uses are moderate frost action, moderately slow permability, moderate shrink -swell potential and low strength. Erosion is a hazard during construction. Brookston silty clay loam - This deep, very poorly drained, level, soil is in broad depressions on till plains. Soil features that affect engineering uses are a seasonal high water table, high potential frost action, moderate shrink- swell and permability. This soil has a severe limitation for septic fields. Shoals silt loam - This nearly level, deep, somewhat poorly drained soil is ' on flood plains. It is subject to frequent flooding. This soil is generally unsuitable for urban development. ' Comments 1. Surface and subsurface drainage entering the property along the west and south property lines needs to be addressed. 2. Denote flood plain for spring Mill Run and protect with a drainage easement. 3. Show a detailed grading plan. Existing and proposed elevations should be shown. Fill depths and construction traffic on proposed septic fields should be carefully analyzed. 4. Storm water, which will include subsurface drainage, must be discharged into Spring Mill Ron. 5. Evaluate condition of Spring Mill Run and propose improvements. 1 4 tao sod conaewflon aerobe le an agency o: the o•wransa or Aenorsws cc: Mid - States Engr.- Michael Terry ;Denton Ward Hamilton County Health Department 100 S. Eighth Street Phone maw 773 -0132 NOBLESVILLE, INDIANA 46060 February 24, 1986 Mr. Chuck Kiphart Carmel Planning Commission 40 East Main St. Carmel. IN 46032 Dear Mr. Kiphart: Ries FEB 2, 5 1986 tNGINEERIPIG CO , Re: 31 Lot Family Subdivision, 106th & Ditch Rd. Section 9 Twp. 17 North, Range 3 East I have received the preliminary plans for the above - referenced subdivision from Mike Terry of Mid - States Engineering, Inc. Upon review of the preliminary plans, it appears there will be adequate drainage outlets for subsurface drains around the "septic system" for some of the lots if needed. However, several of the lots at this time do not have a direct outlet for subsurface drains. It would appear that at least some of the lots will need sub- surface drains around the septic system because, according to the U. S. Department of Agriculture, Soil Survey, the soils con- sist of Miami B2 D2, Brookston, Crosby and Shoals. The Hamilton County Health Department strongly recommends that each lot have an adequate outlet for subsurface drainage. This department will only consider issuing septic permits for lots within a 100 year flood plain. No permits will be issued in any Flood Way. Additionally, the Hamilton County Health Department will not guarantee the issuance of a permit for each lot. Upon request, an on -site soils investigation and site analysis will be performed to determine several factors, such as the following: 1. Exact soil type(s). 2. Disturbed and /or compacted lots that may result from development of the subdivision. 3. Lots with unconsolidated fill material. 4. Available drainage outlets for subsurface drains if required. 5. Alternative on -site sewage disposal system if technically feasible. Mr. Chuck Kiphart Page 2 February 24, 1986 Should you have any questions, please do not hesitate to contact me. Sincerely yours, Bruce Hamilton HAMILTON COUNTY SANITARIAN BH/ lh CC: r. Michael Terry Mid - States Engineering, Inc. AYR February 3, 1986 Hamilton Co_nty Commissioners Hamilton Con=y Courthouse Noblesville, Indiana 46060 Attention: Ms. Teresa Tinney Reference: 16th Street -and Ditch Road Conceptual Section 9, Township 17 North, Range 3 East 2E5 -174 Dear As. I-=-= Our firm is presently engaged in developing plans for a 56 acre single family s____ :s ion consisting of 31 lots, located approximately 1060 feet west of to intersection of 106th Street Litch Road (see enclosed loca- tion map). Per the Carmel zoning ordinance, I am submitting this package for your department's review. Please loci( ever the enclosed information and inform Mr. Charles Kiphart of your receipt of this package. If you have any questions or concerns regarding our plan, I would appreciate it if you would express these to me so that we may address them and,_ if possible, incor- porate them into our preliminary plat s;.b-i :tat. A brief description of our design consists of developing building lots of a minima-.: of 1.25 acres which will be serviced by two looped access drives. Tnese drives will be private St: _t_ which will be maintained ME the name owner= themselves or by scme priv =_ -e maintenance association. Sanitary facilities shall be in the forma c: individual lot septic systeimis. Water service shall be supplied by the Indianapolis Water Company. Gas shall be supplied by the Indiana Gas Company-. Electric power shall be supplied by the Indianapolis Power & Light Company. Drainage will be accommodated by an on -site stormwater retention pond (2.5 acres in size) with outfall via either an-existing swale which discharges existing on -site runoff for most of the site near the center of the south property line,_or by utilizing Spring Mill Run for an outfall point. Please be advised that this is a preliminary plan and will be subject to the full range of hearings, meetings an approvals. If you feel it would be desirat :e tc meet and discuss oar pia- : would be happy to do so. If I can be of =_ir=ner assistance, please d., -_= hesitate to contact me. Thank you for yon time and efforts. MKT /s-i Enclosure Sincerei_ , MID STATES ENGINEERING, INC. Mid Sinimingimmonii Inc. 941 North Meridia >± ' 'rc - -tin 4674 Telepho-e 317 634 6235 Fenruary 3, 1986 aarilton County Surveyor .h:iton County Courthouse No:,lesville, Indiana 46060 Attention: Mr. Kent Ward Reference: 106th Street and Dino; Road Conceptual - Section 9, Township 17 North, Range 3 East 255 -174 __r _firm is presently eaga-1:ef in developing plans for a =_ acre single fam 'ld :v? s_cn consist - — lots, located apprnY=mAre - _700 feet mom=_ :f the intersection of Street and Ditch Road ,See e-__osed ioca- t:or, map). Per the Carmel zoning ordinance, I am submitting th;s package your department's review. Please look over the enclosed information and inform Mr. Charles - Kiphart of your receipt of this package. if you have any questions or concerns regarding our plan, I would appreciate it if you would express these to me so that we may address them and, if possible, incor- pc.r_s them into our preliminary plat submittal. A brief description of our design consists of developinc building lots of a minimum of 1.25 acres whi: will be serviced by twc loepe_ a =less These _lives will -_ '__ -a__ streets which will __ maintained by tte tame os.t__s themselves __ a= stme private ma- intena__= Sanitary facilities shall be in =he form of individual lot se :::: systems. water service shall be supplied by the Indianapolis Water Com;:any. Gas shall be supplied by the Indiana Gas Company. Electric power shall be supplied by the Indianapolis Power & Light Company. Drainage will be accommodated by an on -site stormwater retention pond (2.5 acres in size) wit= outfall via either an existing swale which discharges ex_stina on -site rune for most of the site near the center of the south, property line, or .-='izing Spring Mill Run for an outfall point. please be advised that this is a preliminary plan and will be subject t: the full range of hearings, meetings and approvals. If yo_ feel it would n= _ =_:able to meet and d_c_is_ a— plan, I would be harpy -c so. If I caa pe of further assistance, :lease do not hesitate to conta_- ye. Thank r- f: your time and efforts. _:ncerely, STATES ENGINEERING, INC. Eaalas:_re hael K. Terry, 1111d9ma logimerins Inc. 94" scr— :.-- =-eet, Indianapolis, India -sc : -e _ ! 62V.. RIR February 3, 1986 Carmel Fire Department Station No. 1, 210 Firs Avenue S.W. Carmel, Indiana 46032 Attention: Mr. Steve Louts, Fire Chief Reference: 106th Stree: enc.' Ditch Road Conceptual Section 9,_Township 17 North, Range 3 East 285 -174 Dear Mr. Louts: Our firm is presently engaged in developinc plans for a 56 acre sincle family subdivision cons_ =lint of 31 lots, located aporoxima :ely 10C`' feet west of the interse —ion. 166th Street and Ditcn Road ksee enclosed loca- tion map). Per the Carmel zoning ordinance, I am submitting this package for your department's review. Please look over the enclosed information and inform Mr. Charles Kiphart of your receipt of this package. If you have any questions or concerns retarding our plan, I would appreciate it if you would express these to me so that we may address them and, if possible, incor- porate them into our preliminary plat submittal. A brief description of our design consists of de- veloping building lots of a minimum of 1.23 acre_ which will be serviced by two looped access drives. These drives will oe private streets which will a maintained ty the home owners tha se'_ve_ :: by some private maintenance asociat_iDn. Sanitary facilities shall be in the form of individual lot septic systems. Water service shall be supplied by the Indianapolis Water Company. Gas shall be supplied by the Indiana Gas Company. Electric power shall be supplied by the Indianapolis Power & Light Company. - Drainage will be accommodated by an on -site stormwater retention pond (2.5 acres in size) with outfall via either an existing swale which discharges existing on -site runoff for most of the site near the center of the south property line, or by utilizing Spring Mill Run for an outfall point. Please be advised that this is a preliminary plan and will be subject to the full range of hea :ires, meetings and approvals. If you feel it woL:1d be desirable to meet and f_s :..ss our plan, I would be happy to do sc. If : can be of further assistance, please do not hesitate 'to contact me. Thank you for your time and e_ ±: s. MKT /sw Enclosure rid States Engineering, Inc. Sincerely, MID STATES ENGINEERING, INC. Mic ael K. Terry, ASLA Q- t• r 3reet bndianapolis. Inpiiano 46204 Telephone 317 634 6235 February 3, 1986 Hamilton County Sheriff 18100 Cumberland Road Noblesville, Indiana 46060 Attention: Mr. Robert Chandler, Sheriff Reference: 106th Street and Ditch Road Conceptual Section 9, Township 17 North, Range 3 East 285 -174 Dear Mr. Chandler: Our firm is presently engaged in developing plans for a 56 acre single family subdivision consisting of 31 lots, located approximately 1000 feet west of the intersection of 106th Street and Ditch Road (see enclosed loca- tion map). Per the Carmel zoning ordinance, I am submitting this package for your department's review. Please look over the enclosed information and inform Mr. Charles Kiphart of your receipt of this package. If you have any questions or concerns regarding our plan, I would appreciate it if you would express these to me so that we may address them and, if possible, incor- porate them into our preliminary plat submittal. A oriel description of our design consists of developing building lots of a minimum of 1.25 acres which will be serviced by two looped access drives. These drives will be private streets which will be maintained by the home owners themselves or by some private maintenance association. Sanitary facilities shall be in the form of individual lot septic systems. Water service shall be supplied by the Indianapolis Water Company. Gas shall be supplied by the Indiana Gas Company. Electric power shall be supplied by the Indianapolis Power & Light Company. Drainage will be accommodated by an on -site stormwater retention pond (2.5 acres in size) with outfall , via either an existing swale which discharges existing on -site _runoff for most of the site near the center of the south property line, or by utilizing Spring Mill Run for an outfall point. Please be advised that this is a preliminary plan and will be subject to the full range of hearings, meetings and approvals. If you feel it would be desirable to meet and discuss our plan, I would be happy to do so. If I can be of further assistance, please do not hesitate to contact me. Thank you for your time and efforts. MKT /sw Enclosure Sincerely, MID STATES ENGINEERING, INC. Mid States Engineering, Inc. 941 North Meridian Street. Indianapolis, Indiana 46204 Telepnone 317 634 6.' February 3, 1986 Carmel Clay Schools Administrative Offices 99 Fourth Avenue, N.E.. Carmel, Indiaa 46032 Attention: Mr. Dave Anderson Reference: 106th Street and Ditch Road Conceptual Section 9, Township 17 North, Range 3 East - 285-1'4 Dc-a: v:. A_ 5erson: firm is presehtly enraged in developing plans for a 56 acre single -_--- — ±:visic- :f 31 lots, locate cr_ta=e y 1000 feet west of toe intersection of 106th Street and Ditch Roa5 see enclosed loca- tion map). Per the Carmel zoning ordinance, I am submitting this package for your department's review. Please look over the enclosed information and inform Mr. Charles Kiphart of your receipt of this package. If you have any questions or- concerns regarding our plan, I would appreciate it if you would express these to me so that we may address them and, if possible, incor- porate them into our preliminary plat submittal. - A brief description of our design consists of developing building lots _f a mininum of 1.25 acres which will be serviced by tw: locped access -_s. These drives will `,e private streets wh:_`_ will to maintained by • t_ z ers themsalves or by some private maiht -ena :e as sociation. Sanitary facilities shall oe in the form of individual lot septic systems. Water service shall be supplied by the Indianapolis Water Company. Gas shall be supplied by the Indiana Gas Company. Electric power shall be supplied by the- Indianapolis Power & Light Company. Drainage will be accommodated by anon -site stormwater retention pond (2.5 acres in size) with outfall via either an existing swale which discharges existing on -site runoff for most -of the site neat the center of the. soutn property line, or o r utilizing Spring Mill Run for an outfall point. Please be-advised that this is a preliminary plan an will be subject to the full range of hearincs, meetings and approvals. :f you feel it would De desirable to meet am5 s:n ss our plan, I would be ha-_- to do so. If I tan be of further assist•¢ =ce. please do not hesitate LL me. Thank for your time and eff: s. !!KT /sw - Er:r losure Sincerely, MID STATES ENGINEERING, INC. Mic el K. Terry, ie Mules, Wig, Inc. median Street, Indianapolis, 3f7 634 6235 INDIANAPOUS WATER COMPANY 1220 Waterway Boulevard Post Office Box 1220 Indianapolis, Indiana 46206 Telel;hune 311 b39 1 501 February 5, 1986 Mid- States Engineering 941 N. Meridian Street Indpls., IN 46204 Dear Mr. Michael Terry: This letter is to verify that the Indianapolis Water Company can serve 106th Street and Ditch Road development (MSE- 285 -174) by "Rule 12" - Main Extensions - of the IWC Rules and Regulations. An additional subsequent connector's fee of $3,000.00 will be required for three lots on 106th Street for the Main Extension Agreement 81 -61. IWC easements will be necessary for the 50 feet private streets in the development. I have attached the present IWC facilities in 106th Street. If you have any further questions, please call this office. Sincerely, Stanley J. s Principal Des `an Ez gneer SJG :cmg Doc. 5587m attachment ILL INDIANAPOLIS POWER & LIGHT COMPANY January 31, 1986 chi. Mr. Mike Terry Z Mid States Engineering Co., Inc. C- LLD V„ 941 N. Meridian Street Lam" CO Jg Indianapolis, IN 46204 t 1.0 o Dear Mr. Terry: C.• (-) RE: Housing Development, 106th Street & Ditch Roac ''' 3 Indianapolis Power & Light Company is the electrical utility that will provide the eleotrioal power for the above projeot in accordance with the ourrent rules and regulations as filed with the Publio Service Commission of Indiana. I am enclosing copies of our overhead distribution maps for your use. We are in need of the plans, construction schedules and developer's name, address and phone number as soon as they are available. If you have any questions, please call 261 -8296. di Enclosures Sincerely, Russell B. Chorpennin" Arohiteot /Engineer Coordinator 25 MONUMENT CIRCLE_ P.0 80X 15958 INDIANAPOLIS, INDIANA 48206 13171 261.8261 1 1 Carmel - 7846 - Intent of Service: J.O. N- 5313 -86 ' February 5, 1986 File: PE 10(e -1)DWM Mid States Engineering, Inc. ' 941 North Meridian St. Indianapolis, Indiana 46204 ' Attention: Mr. Michael K. Terry Indiana Bell AN AY,Ivmc+r COAMMNY ',H`)8 Not (,allege Avenue IndGina poly; Indiana 46220 I 106th Street and Ditch Road Conceptual MSE 285 -174 IIThis letter is to advise that, as a regulated public utility, this company is obligated by law to serve the above captioned project and we confirm that telephone facilities will be available to the above mentioned area and can be II provided at normal service intervals if our usual customer requirements are met. ' It will be to our mutual benefit if, after final plans and funding of the project are realized, you will notify me in order that we may meet our material and engineering time intervals. If this letter does not meet your requirements for funding, or other purposes, please feel free to contact me on 252 -4275. David W. MacDonald Outside Plant Engineer 1 DWM/sim 2012E 1 ' cc: Larry J. Benson Manager - Engineering 1 1 LEGAL DESCRIPTION. Part of the Northeast Quarter of sect ion 9, Township 17 North, kange 3 East in Clay Township, Fiani1ion County, Indiana, described as follows: Beginning on the North 1 ine of the Northeast Quarter of S,•ct ion 9, Township 17 North, Range 3 East 8.00 feet North 69 deyreus 30 minutes 10 seconds East (assumed bearing) from the Northwest corner_of said Northeat (Quarter; thence North 89 degrees 30 minutes 1U seconds East on said North line 1022.12 feet, thence South 00 degrees 29 minutes 50 seconds Last 328.72 feet; thence North 89 degrees 30 minutes 10 seconds E-st parallel with said North line 280.40 feet; thence North UU degrees 29 minutes 50 seconds West 328.72 feet to the North line of said Northeast Quarter; thence North 69 degrees 30 minutes lU seconds Last on said North line 612.55 feet to a point 745.00 feet South 89 degrees 30 minutes 1U seconds West of the Northeast corner of said Northeast Quarter; thence South OU degrees 04 minutes 2U seconds West parallel with the East line of said Northeast Quarter 671.79 feet to a point 745.00 feet South 89 degrees 28 minutes 50 seconds West of a point can said East line which is 671.50 feet South 00 degrees 04 minutes 20 seconds West of said Northeast corner; thence North 89 degrees 28 minutes 50 seconds East 84.99 feet to a point South 89 degrees 35 minutes 05 seconds West measured parallel with the South line of the North Half of said Northeast Quarter 660.00 feet from said East line; thence South 00 degrees 04 minutes 20 seconds West parallel with said East line 659.40 feet to said South line; thence South 89 degrees 35 minutes 05 seconds West on said South line 2007.58 feet to the West line of said Northeast Quarter; thence Korth 00 degrees 03 minutes 10 seconds East on said West line 1308.28 feet to a point 20.00 feet South of the Northwest corner of said Northeast Quarter; thence North 21 degrees 46 minutes 40 seconds East 21.61 feet to the place of beginning, containing 57.86 acres, more or less. Subject to a blanket type easement for underground pipelines across the entire above described real estate as granted to the Ohio Fuel Cas Company da recorded in Miscellaneous Record 31, page 102, assigned to the Panhandle Eastern Pipe Line Company, per. Instrument recorded in Miscellaneous Record 36, page 40i. Subject -to all other 1e.a1 easements and rights -of -way. I ALAI T!t abjve description represents the c') b i nud 1 r i', ^ r rr ui Parcel A and Parcel M of a survey ddied April 28, 1980 by Weihe Engineers, Inc. Gated January 10, l9b2