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Home My WebLink AboutCorrespondence u u (C caurJl1rll e li '\ . \ ',: -\ \ 1'",- lit, ....\\ . ..... ..... ..-r' " r. .) \'" \\ " ~,s ~,.;'..J .I June 10,2003 J. Cort Crosby, P.E. Schneider 8901 Otis Avenue Indianapolis, IN 46216-1037 '7 s~ I ).\ ",OJ. RE: Secondary Plat & Construction Plans - Claybourne, Section 2 TSC Job #3690,002 Dear J. Cort Crosby: I have received and reviewed the materials for the above-mentioned project. At the present time, I see nothing in the plans that would hamper law enforce- ment efforts. If we can be of any further assistance to you, please contact us. Respectfully, lfuek-ef)), ~ Michael D. Fogarty Chief of Police MDF:vb cc: Dept. of Community Services (317) 571-2500 A Nationally Accredit forcement Agency E,,, (3U) 67Jl-2fD1l2 .~, ON-SfT(...)ALUATlON FOR EROSION AND SEDIr~n CONTROL Hamilton County Soil and Water Conservation . stl'ict 1 ] 08 South 911' Street, NoblesvilJe, IN 46060 S1 Ph. 317-773-2]81 Fax: 3] 7-776-110 I {t\,O?-- Date: ,.j - -/&"tJ3 IT~ Project Name: Present at Site: John South, Hamilton Co., SWCD, This Report Provided To 770i'-f;RSolj II " ,....-_./..... (6 /t1.2~:7,' './ /'" A/?'/ft-::::: i """ ~'>'(', :-...-" i-rl. s,,- /; t-." '-- c/o {l1?IS 00/2//:1 (f I 5t/'j)I)EL,;-I,/;() I .. ",. ..... I ~",.f ''1.= I/fl/ j. A I(E'S"/DE /}/.t.JD P-; L Ii! r/ S//Af;Ji' ') -r;:.. " -- '71/ /) 7"'/';; r - .r..",-lF> .-) 6 TYPE OF EVALUATfON: 0 Initial 0/ Routine 0 Follow-u p 0 Complaint ,,;- This evaluation is intended to assess tlte level of compliance with 327/AC 15-5 (Rule 5). It is also intended to idelltify areas where additional measures may be required to control erosioll a/ld sedimentation. All practices recommended in tltis report should be evaluated as to t!leir feasibility by a qualified individual ,vitII structural practices designed by a qualified engineer. All erosion and sediment control measures sl1allmeet tile design criteria, standards, and specifications outlined in tile "Indialla Hll11dbonkfor Erosion Control in Developing Areas" or similar guidance documents. I ,;' " ,". .J ___.....-- ~ r, '" J,' _.. ' . , L. . _' ~;I )'~ I ~, _'" rJ,~'t' Current Site Information: ....L. J'eft'd 1/1);~t1 j :;;"/~,fr ,,;;.~.::)j"""'; /.5./'" .I i r .,y" , l /"{ts,,;,,1C !. )' I-J (-,'i ~ 'd" ,hI q " w Thc Following Items Have Been Evaluated and Assigned a Designation of: S = Satisfactory M = Marginal U = Unsatisfactory NA = Not Applicable Construction Site Management for Erosion and Sediment Control S @ U NA (1) Distmbed areas have been adequately protected through seeding or other appropriate erosion and sediment control measures. (2) Appropriate perimeter sediment control measures have been implemented. (3) Conveyance channels have been stabilized or protected with appropriate sediment control mtasures (4) Erosion & sediment control measures are installed properly. (5) Storm drain inlets have been adequately protected, (6) Outlets have been adequately stabilized, (7) Existing erosion & sediment control measures Me being maintained. (8) Public & private roadways are being kept clear of acculllulated sediment ortracked soil (9) Erosion & sediment contra] measures have been installed and maintained on individual building sites. n;J M -...,>, ~ M ,:;y- S M U NA U NA U NA S M @ NA @) M LJ N/'\ S cB) U NA S (~U NA S ~:1 (0) NA "".....orll~- , Status of Scdimcnt Retention On-Site o Site conditions present a high potential for off-site sedimentation. o There is evidence of off-site sedimentation. Describe: Satisfactory: Marginal: Unsatisfactory: Not Applicable: $6: Please Refer to the Comments Section of this Report Definitions The item is currently in compliance with the Ru Ie A concem has been identified; corrective action is strongly recommended to remain in compliance A violation has been identified and the site is not in compliance: corrective action is required Does not app Iy at tl1 is stage of construction Revised 4/98 ON-SV 'EV ALUA TION FOR EROSION AND SE[)I~'r::,NT CONTROL ~ W COMMENTS PROJECT NAME C /4'1/;'OU/'//(:.:_ / Page 2 The items cbecked below must be corrected prior to S'~ .:;:;0 "03 , unless otherwise noted. o Install an appropriate sediment control practice between construction areas and lower lying areas. o Replace/Repair si It fence and/or straw bale barriers. Entrench si It fence (6-8 in.) and/or straw bale barriers (4 -6 in.) and stake straw bales. 4J j #jf /; C ~;) r~.z,/,t/tl.s Remove accumulated sediment from: 0 sediment traps/basins. 0 behind silt fence/stra:bales, 0 arouti'd storm drai'n inlet . 'J . . .f.) J . . I" ,/ /, protection devlces,)'!< streets and gutters (Do not flush With water) ;t:.~ ,,'),(? (,'C' "J'/ /C?.I- ,[J/0 ;/ (,"'(' /"C:J./-f / ~~. Temporary seed, ferti lize, and/or mulch: ;( K o >( Permanent seed, feltilize, and mulch areas that are at final ~. /,. I ~ grade: /'),7C /O'/l f()~." ",~'l,il";,;.1: Sr?-(" t' }T 9( o Pl"Otect storm drain inlets: 0 curb inlets)(drop inlets Q rt'c. Reshape and stabilize sideslopes of: 0 sediment traps/basins. 0 detention/retention basins o o ] nstalliMaintain construction entrance(s): Reshape and stabi I izc conveyance channels: ,: Place greater emphasis on erosion and sediment control on building sites; contractors, subcontractors, material vendors, and others shou Id be made aware of erosion and sediment control requirements. Appropriate perimeter sediment controls (e.g. silt fence) and stable constnJction entrances shall be utilized on all sites. Sedimcnt tracked into the street shall be removed (clo not flush with water) at the end of each work day. Other Requirements: o / tt/ ),1"1" Y;c'.4 C7//'X4" ~<;' ~1"1{' .'{:- .{'.L./ rJc " r ~ I ' 7" ("// (" C In " , Ci l Ii ,:ltiS ,/"'''' S ~ 2. ;::;;Jrt'c. ~oi-lrl"ec/ I ) . b ".s~ Cis. tri''''C IPtJ t Sf'? l..I /r;..,? ,,fo /,/ C!- /JI e. .5, ;;c ~.'_ .A""/-,ll<" '."I.....~ <........ . ; r""O/ (.jt-'rdt /" i1 ~A (/?, /)/ tJ,:> /';#'1 '" , ~::> t" J (-"'1; .5~.:rl)'.~1-i.r _1' f This repot1 submitted by: 11 /7 !/ tJr/iv. / r. l i ..." ,// f/ "~L1./'" L,t. Re1'15,d 4/98 NOV 04 '02 05:38PM u P.l/1 XellfCJ1t C. (Ward, .sW1l(I'DI'~~. Sui/e 18,~ (I'fiol!~ (j 17) 77D-S.J.~JS /$}7 A '<::'<C:c&.'" :Hillllllto/l ''''1IIi)' S'jflan' ''PI/.l' IJl7) 7;';;-c1(i:!\~ IltJl T .'Ni!b..lr,;JIilie, /lrdilllUJ .~GO(;tl';l~J(1 __ ' RECEIVED ..- NOV \ 6 2002 ~ DOCS Cort Crosby Schneider Corp. Re: Cla.yboumel Sec. 1 & Shelboume Estates Cort, Revised plans and secondary plats for these sections have been submitted to this office since the plans were stamped "approved" and signed by the County Surveyor. Based on the review of the revised plans, please make the following changes. 1. Adjust the landscape mounds south of 13151 to avoid excessive mounding over the storm sewers. If you have any questions or cornn1ents, please feel free to contact this office at (31 7)776~ 8495. Sincerely, ~.,}::~/' ., .'" ." "'c'~;'-"""':;:I:"'- ,d- ". .....' "t..(;~--"~._--,.. ,. . ,., \,,::;::1' Steven r. Cash Plan Reviewer Z'.'.""--.' .' . '(.; /) .P---~'1-. ......... .""''''00_,._. Cc: Cannel Hwy Dept. NOV 04 '02 05:50PM P.U1 Xl'1itmr C. 'lf1ard, SUf!'eyor (I'fro/jf (~) 7) 'l;"~-'~'t:lS ;1'(1.'( U~7) 771;"~H~28 8> ~ .~Uif.' r~'S <'t. . OII~~tfr1ll,i1fo" C("II/~I "I/lIG/'t' (j' RECtVEO'bl"'~'di',"' 4'0'''.''.1'' I~~ MO~ \ 6 2002 J~) \~. DOCS Wg;vember 4,. 2002 ,\ (Second letter) ~, .p cil-o:J- 5 Cort Crosby Schneider Corp. Re: Claybourne, Sec.l & Shelboume Estates Cort, I have reviewed the plans for this project and have de1ermined that the revisions are within the scope oftrus office's requirements and are acceptable. Thank you for quickly responding to my comments from this afternoon. If you have any questions or comment,;, please feel free to contact this office at (317)776w8495. ~~St~en ~~ Plan Reviewer Co: Carmel Hwy Dept. ~~y~. if~ / ~fO'()1/ 0 0 3 tfJ ~ ~b. u. U ~9 RECE!VED \;-, il NOV 6 2002 [~.. ~ ~ . . ':~ - DOCS l-.j ~\ ,'I;~;/ fAX TRANSMiTtAL ~r.J-_ -"\:,;57 , <~L r~, 11/05/2002 TUE 20:53 FAX 317 ~~6 7340 THE SCHNEIDER CORP. U I \ Schneider H2storio Forl HarrisoQ Ii> 8901 00s Al"!!8IIe. tldian..,.....s:.... 1N~1037 . telephom: 317 JJ2liJ100. BOO.8IiI8.o332. ~.smIelde.WID-Q!!!) NAME: FdRM: ADDRESS: jCl)j, D, C tA-Il.. M Go. L "'b c. C. '::> DATe JOB #; PROJECT~ RE: PAGES; FAX. tt FROM: ~ FAX: #: DIRECT DIAL: C.tJ.~l C(!..o ~Y6'Y cc: II Is (07- :1~'!O.~ I :C~yr;oUpNE f+pp(l.CA/1j1.- ~~~ 3 [lI1dtlding coVe( sheet, S"? 1- 'V{ 2-to_ COMMENTS: L.E..-~~ f'~N\ ~'~\L.\Ca\! G. ~~tW~Yct1-. . , , . " . . .1' r'" . . ".'. "- ". . . " -'. '. . ~ ! -.. I . :. .()ffioesin~.~IIOft~~~~.~. . . .' ..' . . .. '.., . - . '. . . . ,. -' ~ . . . "-, . , {'GNr~lniJi:.l~ u u Brewer, Scott I From: Sent: To: Subject: Brewer, Scott I Monday, November 04, 2002 9:50 PM Dobosiewicz, Jon C Clayborne Landscaping plans "7 ( 0" 'J ."\ - c/--. sp Jon: I have reviewed the revised landscaping plans for Clayborne subdivision, and I am requesting some species changes. They have substituted norway maple (Acer platanoides) for white oak (Quercus alba). They already have four other maple species on the plant schedule (total 239 maple trees). We do not need another 50. maples here, they should be a species of native oak tree (other than pin oak) for the "F" species on the plant schedule. For the "G" species they have substituted pin oak for swamp white oak. Pin oaks do not generally grow well in this soil and suffer from chlorosis (yellowing and stunting), are shorter lived, and present unique maintenance problems. Another native oak species needs to be selected such as swamp white oak (Quercus bicolor), white oak (Quercus alba), red oak (Quercus rubra) or bur oak (Quercus macrocarpa). They have increased the total number of plants on the plant schedule by 156 trees. Scott Brewer Urban Forester, City of Carmel Department of Community Services One Civic Square Carmel, IN 46032 (317) 571-2478 u u MEMORANDUM TO: Jon Dobosciewicz FROM: Corby D. Thompson DATE: November I, 2002 RE: Shelbourne Estates and Claybourne plats Jon, I have executed the secondary plats for these subdivisions and submit them for your department's signature. I strongly oppose the monumentation requirements that have been imposed on this project. I would ask that you and Mike reconsider your desire to strictly enforce the existing archaic ordinance or move to amend it If I install those markers as denoted I will have to put each homeowner on notice that the markers should not be trusted and should not be used as they can be easily dislodged. Before doing any perimeter work, each homeowner should have his/her lot surveyed. This can be easily and cheaply done as needed by using the street monumentation. I'll keep working on that one. Also, I will forward to you immediately a commitment regarding the street improvements. Sincerely yours, C~::::tSOI1 11/04/2002 MON 14:22 FAX 317 826 7340 THE SCHNEIDER CORP. U 141 003/003 u CITY OF CARMEL ~~. ~ - ---. :-s&-- _____ WATER-WASTEWA.TER UTILITIES _ ~. Ilr. _. ~; .......... ~WJl :=.:;; HOlST AVE. SW. CARMEL, lNDIANA 46032 (317) 571.2(,4B · FAX 1317)571-2653 October 31, 2002 The Schneider Corporation 12821 E. New Market St., Suite 100 Carmel. IN 46032 Attn: Cort Crosby RE: Claybourne Dear Mr. Crosby; The latest revisions to the Claybourne construction prints do not affect the Carmel Water Utility. These prints are still approved print~ aCGording to our Water Utility. Should you have any further qutlstions or concerns please feel free to contact me at, 317- 57]-2658. Respectfully~ ~. Paul Pace Water Operations Manager 11/04/2002 MON 14:21 FAX 317 S26 7340 THE SCHNEIDER CORP. U ~ 0021003 u HAMILTON COUNTY HIGHWAY DEPARTMENT October 28, 2002 Mr. J. Cort Crosby The Schneider Corporation 8901 Otis Avenue Indianapolis, Indiana 46216-1037 RE: Claybourne Subdivision and Shelbourne Estates . R~vised ConstructIon Plans and Secondary Plat ReceiVed 10/24/02 13151 Street / W of Shelbome R.oad Clay Township D@ii1r Cort: This letter serves to acknowledge receipt of a transmittal containing tt1e plans for the above-mentioned proiect. After reviewing the plans the Highway Department has the foHowing comments: 1. The Highway Department has no issues with the changes shOwn in the revised construction plans and secondary plat. ) If you have any questiOr'ls or comments concerning this letter, please feel free to contact me at anytime. Sincerely, It::./g~ 4;;:n h~oermann Staff Engineer cc: Jon Dobosiewicz Jenny Chapman G:\US!!RS\SB\O:lTAC\1 0-28-02daybom~. doc 1700 South 10'ft Street NoblcsviUe, In. 46060 www.co.hamiltonJn.us Office (317) 773-7770 ""ax (317) 776-9814 u u ~b"" a~ \ t~ J..j /~ ',yY ---Z::4' ~/ "'/ Octob.er 23~~002 --P.r- <1 . /' fjfCQ q> <.~ "(1 ~ 'r""~ , "'/'1 Scott Brc~er a ~ ~ Carmel DO~S VCh ~ O C" S;...\\ u r ne IV1C 'qliare V'" Carolel IN 4603\2 , ,,-~ . ~ 61 HE: Claybourne, Section 1 and Shelbourne Estates Revised Landscaping Plans Dear Scott, Two copies of the landscaping plans for Claybourne are enclosed for' your review. We were asked by Carmel DOCS to update the mounding and entry walls on the south side of 131 sl Street along with our latest plat revisions. As discussed with DOCS, We have also relocated some ofthe perimeter trees to the common areas from points along the perimeter where there were already existing trees. Prior to these latest revisions we were preparing to record the plats and obtain building pennits. Weare now waiting on your approval before we can do that. Therefore, anything you can do to move this project forward quickly will be greatly appreciated. Please approve the revised plans or call me if you have any questions. Sincerely, THE SCHNEIDER CORPORATION f?1C J. Cart Crosby P.E. Project Engineer A~ ~JO ~~2-20U2 THE SCHNEIDER CORPORATION Hisloric Fort Harrison 8901 Otis Avenue Indianapolis. Indiana 46216.1037 3:l7-R26-7100 Toll free 800.898.0332 Fax 317.826-7200 www.schneidercorp.com u u ~~ lQL 5 h 'd "p)- .., ...(<.1/ c nel er ~/ ~ October 23,200;2' D 4d (;l.: I ~(/ ;(/,..('1 / .'../ <:1 r- 0}' ~f', /;/t::/'J Jon Dobosi~G\}iicz <Il 9./ Camle! I?O~~\ "01'7 <li? One C1 VIe sq,~~Ie. J /,"" Cannel, IN 46032c~ ~ ~<~rm9 RE: Claybourne, Section 1 and ShelbourneEstates Secondary Plat and Construction Plans Dear Jon, Thc following items are enclosed as requcsted in your review letter datcd October 22., 2002: 1. A copy of the Shelboune Estates plat with the docket number added. 2. Ovcrall Primary plat layout exhibit with current lot numbering. 3. A copy of the submittal letter to Scott Brewer. 4. A copy of the revised landscaping plans as sent to Scott Brewer. The landscaping plans have been revised, as discussed, by moving trees from the wooded perimeter areas of the site to the common areas. Please approve the revised plan or call me if you have any questions. Sincerely, THE SCHNEIDER CORPORA nON GJZc~ J. Cart Crosby P.E. Proj ect Engineer 4G!{eg;m THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis. Indiana 46216-1037 317-826.7100 Toll free 800-89&0332 Fax; 317-826-7200 www.schneidercorp.com lJ u City of Carmel VIA FAX: 826-7200 Original by mail October 22, 2002 1. Cart Crosby The Schneider Corporation 8901 Otis Ave. Indianapolis, IN" 46216 RE: Claybourne Estates, Secondary Plat Application Dear Mr. Crosby: This letter is in response to your Secondary Plat application for Claybourne Estates. The following issues must be resolved prior to signature ofthe plat by the director: 1. Please provide a copy of a revised primary layout so our department can see lot numbering. 2. Submit a revised landscape plan to Scott Brewer, DOCS Urban Forester for review. The secondary plat will not be signed prior to sign off ofthe landscape plan. Please submit a revised Secondary Plat with the above-mentioned changes. Once these changes have been made and comments addressed, please produce a Mylar copy for signature by this Department. Two paper copies of the plat must be filed with the Mylar prior to recording, and three paper copies and a Mylar of the recorded plat must be submitted following recording. Our approval of the secondary plat (signature) will be forthcoming upon revision ofthe plans according to the items listed above. Sincerely, J:n 1:::::2 Planning Administrator Claybourne Estates-SP I Page 1 ONE crVIC SQUARE CAR,vffiL, INDIA.NlI. 46032 317/571-2417 & _" _.1~fl3/.2BB2 08: 24 317-775-1101 W This Report Provided To: TYPE OF EV ALUATlON: o Initial 9f Rou ine o Follow-up o Complaint TliiJ evaluation is intended to aSSe.SS the level of cflmpliance with ]7 1 C J 5~5 (Ru e 5), It is also IntendLd to identify amZ$ where additional measures may be r~quired to ClJnlrq/ erfl#on an sed' entation. U practices recommended in this repurl ,~houJd be evaluated as to tfu'!;r feasibility by a qualified individulI with tructuralp Qctices de.signed by a quaUfled engineer. All t!ffJ~'i()n and sediment contrvl TrU!(lsures shall meet che design rile.ri I standards (lnd spilcijicatwns Qutlineal'" the "Indiana Handhook lor t;rvsj()tI. Control in Developing Area.~" or similar Ida Ct! documen . CUl"rel1t Site InfOlmation: l Jl, The Following ItemS Have Been Enl ated and Assignlld a Designation of: S = Satlsfact<H'Y M= Marginal U = U atis ctory N '" Not Applicable Construction Site Managemen1 fQr Eroslon and Sediment Co trol ~ M U NA (l) Disturbed areas have been ~deql1atel prot cted throug seeding or other appropriate erosion and sediment control measures, U NA (2) Appropriate perimeter sediment con 01 m 6sures have een implemented, U NA (3) Conveyance channels have been stab tiled ot protected ith appropriate sediment contrOl measures. U NA (4) Erosion & sediment control measvre m: i stalled prop rly. U NA (5) Storm drain inlets have been adequa ty pr cected, U NA (6) Outlets have been adequately stabili d. U NA (1) Existing erosion & sediment contrQI U NA (8) Public,& private roadways are being U <ED (9) Erosion & sediment controllTleasure <J?M Q)M <2)M @M <:IDM ~M Q)M S M maintained. ept ulated sediment or traoked soil. hay b~en install d and maintained on individual builcling sites. St~tus of Sediment Retention On-Site Q Site conditiOl1S present lloig.h potentia! for off.site sedi o There is eviden!;" of off-site sedil'nentation. Describe: Satisfactory: Margin~l: \.Jllsatisfactory: Not Applicable: o ll'lease Refer to the Comments Section of this Report Deft ition The item is currently in compliance with the R \e A concern has been identified; con.ective ~ctio is strtongly reco A violat.ion has been identified and the ~jte is 11 tin lomp1iance; Does not app' )i at this stage of COD structi on mrnded to remain \11 compliance oITl:'ctive actiol'l is required Rcvl.red 4/98 U :rq.' I i i ,I I J , ! , ~ j :1 :1 ;1 il il il I) :, il II :!I ::1 ~ ij I, 'I I, I I I i I I I ON~SITE EV AJ T,(A TION FOR EROSION AND SEDIMENT CONTROL , HamiW County Soil and Water cO,nsen'st( ') District 1108 South 9th Street, Noblesville, IN 46060 Telephone: 317~ 773-2181 Fax: 317-776-1101 Date: fJ./z ,} Z. CJ..4 YI$OUll.Nc tViF' ~ ~M.1"~!dq c:;2/ - Cblfl:J See. J Project Name: Present at Site: John South, Hamnto.n Co. SWCD, rt j kc This r~port was Provided To: I I I Type OF EV ALVA nON: o I~itia) iii' Routine 0 Follow-up 0 Complaint This evaluation is intended to assess the level of compliance with 327 lAC 15-5 (Rule 5). It is also intended to identify areas where additional measures may be required to control erosion and sedimentation. All practices recommended in this report should be evaluated as to their feasibility by a qualified individual with struc:tural practices designed by a qualified engineer. All erosion and sediment control measures shaH meet the design criteria, standards, and specifications outlined in the "Indiana Handbook for Erosion Control in Developing :\reas" or similar guidance documents. ./ ,pro: Current Site Information: S, 4-: t' The Following Items Have Been Evaluated and Assigned a Designation of: S"" Satisfactory M "" Marginal U "" Unsatisfactory NA "" Not Applicable I Construction Site Manllgementfor Erosion and Sediment Control S @ U NA (1) Disturbed areas have been adequately protected through seeding Dr other appropriate erosion and . sediment control measures. ' ~ M U NA (2) Appropriate perimeter sediment control measures have been implemented. <[l M U NA (3) Conveyance channe,Is have been stabilized or protected with appropriate sediment control measures. CSJ M U NA (4) Erosion & sediment control measures are installed properly. S @ V NA (5) Storm drain inlets have been adequately protected. (]) M V NA (6) Outlets have been adequately stabilized. LID M U NA (1) Existing erosion & sediment control measures are being maintained. @ M U NA (8) Public & private roadways are being kept clear of accumulated sediment or tracked soil. S M U ~ (9) Erosion & sediment control measure$ have been installed and maintained on individual building sites. Status of Sediment Retention On-Site G Site conditions present a high potential for off"site sedimentation. C+J There is evidence of off site sedimentatipn. GJ Description provided: llQ Please Refer to the Comments Section of this Report Compiled By: Defmitions Satisfactory: The item is currently in compliance with th,e rule Marginal; . A concern has been identified; corrective action is strongly recommended to remain in compliance Unsl,\tisfactory: A violation has been identified and the site is not in compliance; corrective action is required Not Applicable: Does not apply at this stage of construction Revised 4/98 II ,?,' i I --I w u ON-SITE EVALUATION FOR EROSION AND SEDIMENT CONTROL COMMENTS I PROJECT NAME: Clift J, 0 tWv:-e. S at:... I The items checked below must be corrected prior to PA.$; Due , unless otherwise noted. o Install an appropriate sediment control practice between construction areas and lower lying areas. o o o Replace/Repair silt fence and/or straw bale barriers. Entrench silt fence (6-8 in.) and/or straw bale barriers (4 -6 in.) and stake straw bales. Remove .accumulated sediment from: 0 sediment trapslbasins, 0 behind silt fence/straw bales, 0 around storm drain inlet protection devices, 0 streets and gutters (Do not flush with water) Temporary seed, fertilize, and/or mulch: Pt1'~ dot( :J . "",ole. ~ ~ , ~ennanent seed, ferti~ze, and mulch areas that are at f1Jlal grade: If{Jth"ds rI' "e/AJ g..e ~. $~'de:. I ' - frotect stonn drain inlets: 0 curb inlets, X"drop inlets rt, Reshape and stabilize sideslopes of: 0 sediment trapsfbasins, 0 detention/retention basins " o o o InstalVMaintain construction entrance(s): Reshape and stabilize conveyance channels: o Place greater emphasis on erosion and sediment control on building sites; contractors, subcontractors, material vendDrs, and others should be made aware of erosion and sediment control requirements. Appropriate perimeter sediment controls (e.g. silt fence) and stable construction entrances shall be utilized on all sites, Sediment tracked into the street shall be removed (do not flush with water) at the end of each work day. Other Requirements; o = For questions regarding this report contact: John South SENT BY: 7-23- 2 ;10:31AM K E THOMPSON-I U ~ 317 571 2426;# 2 u MEMORANDUM TO: Jon Dobosjewicz FROM: Corby D. Thompson DATE: July 23. 2002 RE: Claybourne name change Please accept 1his request to alter the name ofthe custom portion of the Claybourne project. Ryland Homes hIlS begun marketing their portion of Claybourne with the tag line that it is their EstateCoUection. The custom area was to be called Claybourne Estates. This wiU be confusing for the custom area to properly tnarketed so r have discussed this with tbe custom builders who intend to build on the silt:' and we would like to use the name Shelbourne Estates. No other name changes will be Illade_ Thank you. SENT BY: 7-23- 2 i10:30AM K E THOMPSON"" U 317 571 2426;# 1 u -r _ _ _ - , , , ~ I - . f ~.~ {~-'-.. ,J ~ ~ ll~ J " "~. " ii THOMPSON LAND c;CJMPANY. INC 11') 11 LAKESIDE DRIVE FISHERS. IN[JIANA 460:>$ OIl} 841).7607 FAX (317) 576-9482 FAX (317) 576-9482 F ACSIMILE TRANSMITTAL S,HEET DATE: .-) / Z. ) TIME: I u ': 3D I -----t ATTENTION: \b~ COMPANY: C..i'f/ cs/- ~ FAX NUMBER: <71 - '2-1- G.~ FROM: 0 Ken Thompson o Greg Thompson o Donna Hansen o Karol Clark o Tamara Dible Ext. 108 Ext. 1U4 Ert. 100 Ext. ] 0] Ext. 102 ~orby Thompson (0 Chris Werth o Dave Thompson o Jt:CfThompson Ext 106 Ext. 103 Ext. 105 345.3231 TOTAT. NUMBER OF PAGES '2-fNCLUDtNG COVER PAGE MESSAGE: Not~ to Receiyer PlelJse forward dl,lcum~nb tQ llddr"~''''l;" imnll~diat",ry UPQn r~cipt. rr these documents arc iUcglble or hlcumplete. please contact us at (317) 849-7607. !. 87/19/2082 09:03 317-775-1101 H~MILTON CO USD~ PAGE 03/10 1\ . / \ ON.SITEEV~UATIONFOR ERO 10 AND SED~NT CONmOL Hamilton County Soil and ate . Conservation Diltriet /~ iJ. n08 South 9tb Street, obI sville, IN 46060 (.'-.... . "J:,.- Te]ephone: 317.773-21 I F 1: 3]7-776-1101'1' RECEIVED Date: -=\ JUL 19 2D02 ProjectNBme:.~~, DOCS -/ Present at Site: John South, Hamilton Co. SWCD, This report wall Provided To: .A , / I , / Type OF EV ALUAnO'N; o Initial !1' Routine 0 Jollow-up 0 Complamt This evaluation is intended to assess the level of complilmce with 3 7 IA 15~5 (RuleS). It is also intended to identify areas where additional measures maybe required to control erosion and sedime tatio , All practices recommended in this report should be evaluated as to their feasibility by a qualified individual with stru al p ttices d~igned by a qual~ficd engineet. S - SatiSfactory M ~ Marginal ill, ~llIndard$, aDd specifications outlined in tbe liar guldan<:e documents. AD erosion and sediment cobtrolmeasures shall meet the desig "Indiaua Handbook for Erosion Control in Developing ~rea5" Current Site Information; d Assigned a Designatio~ of: dory NA = Not Applicable Construction Site Management for Erosion and Sediment Con ol S M C1D NA (1) Disturbed llfeas have been adbquBtely t.e ted tlu'ough seeding or other appropriate erosion and sediment-control measures, ([:)M. U NA (1) AwroPnate perimeter sediment oontr me es have been implemented. S M U ~ (3) Conveyance channels have been stabl zed protoc1ed with appropriQte sediment.control measures. ~ M U NA (4) Erosion &. sediment control measures e in tailed properly, a:> M U NA (5) Storm drain inlets have beeD adequate pro ected, S M <il:> NA (~Outl-af:~ have be~ adequately sr.abi]iz , (i) M U NA ('7) Existing enJlIion & ~edime.nt control asur s are being maintained. c]) M U NA (8) Public &: private roadways are being cl ar of acoumulated sediment or tracked soil. S M U em:> (9) Erosion & sediment control measures ave een inlltulled IUld maintained on individual building sites. Status of Sediment Retention Oll-SUfI El Site conditions prC:/icnt B high potential for off-site sedime tatio . o There Is evidence of off$ite sel:limentatipn. o Deseriptkm provided: ~ Please Refer to the Comments Section of this Report Compiled By: Definitions Satisfa~ory: TlJe item iseurrently in compliance witb the . Ie Margiual: . A CODCern hu be~1I identifloo; corrective acti is S ongly recommended to remain in (;ompliance Ul'\satiSfactory: A 'VIolation bas been identified and the site is t 10 ompUanc:ej corrective Ilction is n:quired Not App~1cablll: Does Dot apply at this stage of construction R~fJfd 1/ 198 07/19/2002 09:03 317-775-1.101 U HAMILTON CO USDA U PAGE 84/10 ON-sm: ~V'A.LDA 'troN FOR ERG 10 AND SEDIMENT PROJEcr NAME: , unless otherwise noted. areas end lower lying areas. The items ch~eked below must be corrected prior to I 0 o Install an appropriate sedimept control pl'Setiee between con o ReplaeeIRepair silt f~nce imc;l/or straw bale barriers. o Entrench silt fence (6-8 in.) and/or straw bille bim'iers (4 -6 I .) an stake straw bales. o Remove .accumulated sediment from: 0 sediment trapslbasin 0 b l1ind silt fence/straw bales, 0 around .>torn'! drain inlet protC:c.tion devices. 0 srreets and gutters (Do not flush with w tot) o Temporary seed, fertilize, and/or mulch: o Pmnanent seed, fcrtili~, a.nd mulch areas thaI BIe at final grade: o .Protect storm drain inlets: 0 curb inlets, 0 drop inJeQ o Reshape md stabilize sideslopt>> I;>f: 0 sediment traps/basins, <> de ntionlretention basi.ns . 0 [nstalllMaintain eonstruction entrlmce(s): o Reshape and stabilize conveyance ch=els: o Place greater emphasis on erosion and s,:diml:mt cop.trol on b 'ldin sites; contractors, subcontractors, mllterial vendQrs. and others should be made aWBTe of erosion lI1ld sediment contro equi ments. Appropriate perimeter sediment ccntrois (e.g. silt fence) and Stable cOIl51l'Uction entrances shall beutil do all sites. Sediment traoked into the street shall be removed (do not flush wIth water) at the end of elich work d o Other Requir61l'lonts: For questions r-egal'ding this rellon contllet: John out ( ( ERO ON AND SEDIMENT CONTR L PLAN TECHNICAL REVIEW AND COMMENT Hamilton County Soil and Water Conservation District 1108 South 9th Street, Noblesville IN 46060 Pb- 317-773-1432 or Email at john-south@iaswcd.org PROJECT NAME: Claybourne See I SUBMITTED BY: Mr. COlt Crosby Schneider Corporation 890 I Otis A venue Indianapolis, 46216 Boomerang Development 119] 1 Lakeside Ave. Fishers, IN 46038 REVIEWED BY: Jobn B. Soutb .P.E. Certified Professional in Erosion and Sediment Control PLAN REVIEW PROCEDURE: Site Visit Date: Plan Review Date: 7/5/02 Acreage: 74 Ac LOCATION: 131 st Street, 112 mile west of Shelborne Rd. LEGAL DESCRIPTION: Sec. 30 TOWNSHIP: 18N RANGE: 3E CIVIL TOWNSHIP: Clay SOIL SURVEY MAP SHEET: 49 The lechnical review and cammenls are intended to evaluate the completeness olthe erosion and sediment control plan for the project. The erosion and sediment control plan submitted was not reviewedfor the adequacy afthe engineering design. All practices included in the plan, as well as those recmnmended in the comments should be evaluated as to theirfeasibility by a quall/ied individual with ,';tructural practices designed by a qualified engineer. Theplan has not been reviewedfor local, state, orfederal permits that may be required to proceed with this project. Additional information, including design calculations may be requested to/i.frlher evaluale the erosion and sediment control plan. The erosion and sediment control plan has been reviewed and it has been determined that the plan: X Satisfies the minimum requirements and intent of 327IAC 15-5 (Rule 5). Notification will be forwarded to the Indiana Department of Environmental Management. Refer to the comments section for additional information. Proper implementation of the erosion and sediment coMral plan and inspections of the constructinn site by the developer or a representative are necessary to minimize ojfsitesedimentalion. The developer should be aware that unloreseen construction activities and weather conditions may effect (he performance ora practice or the erosion and sediment control plan. The plan lIlust be ajlexible document, with provisions to modify or substitute practices as necessary. Revised 4 197 Cc: Carmel DOCS Ha. Co. Surveyor Ha. Co. Highway [DEM File ON-SITEEVN 'iATIONFOREROSION AND SElt 'tENT CONTROL- HamilTQ'n County Soil and Water Conservalmii District - 1108 South 9th Street, Noblesville, IN 46060 Telephone: 317-773-2181 Fax: 317-776-1101 Date: 'hl3k,z:. , I ~/~ ~ j ~ECflVED 'JUt? - DOCS Project Name: Present at Site: John South, Hamilton Co. SWCD, This report was Provided To: -'Pc Type OF EY ALUA nON: ~ Initial 0 Routine 0 Follow-up 0 Complaint This evaluation is intended to assess the level of compliance with 327 lAC 15-5 (Rule 5). It is also intended to identify areas where additional measures may be required to control erosion and sedimentation. All practices r'ecommended in this report should be evaluated as to their feasibility by a qualified individual with structural practices designed by a qualified engineer. All erosion and sediment control measures shall meet the design criteria, standards, and specifications outlined in the "Indiana Handbook for Erosion Control in Developing Areas" or similar guidance d'ocuments. . Current Site Information: J{"f$ f',,,./ltr.P~/L~i,.Jd bt;$J~J,{'" r~of~t"~ ~/M /kq ,5 k6 f ,/i}P"vee-fJ. The Following Items Have Been Evaluated and Assigned a Designation of: S = Satisfactory M = Marginal U :::: Unsatisfactory NA = Not Applicable Constructio~te Management for Erosion and Sediment Control S M lW NA (1) Disturbed areas have been adequately protected through seeding or other appropriate erosion and sediment control measures. S M@NA (2) Appropriate perimeter sediment control measures have been implemented. S M U NA (3) Conveyance channels have been stabilized or protected with appropriate sediment .control measures. S M U NA (4) Erosion & sediment control measures are installed properly. S M U NA (5) Storm drain inlets have been adequately protected. S M U NA (6) Outlets have been adequately stabilized. S M U NA (7) Existing'erosion & sediment control measures are being maintained. S M U NA (8) Public & private roadways are being kept clear of accumulated sediment or tracked soil. S M U NA (9) Erosion & sediment control measures have been installed and maintained on individual building sites. Status of Sediment Retention On-Site o Site conditions present a high potential for off-site sedimentation. o There is evidence of off site sedimentatif)n. o Description provided: ~Iease Refer to the Comments Section of this Report Compiled By: Defmitions Satisfactory: The itelll is currently in compliance with the rule Marginal: A concern has been identified; corrective action is strongly recommended to remain in compliance Unsatisfactory: A violation has been identified and the site is not in compliance; corrective action is required Not Applicable: Does not apply at this stage of construction Revised 4 / 98 u u ON-SITE EV ALVA TION FOR EROSION AND SEDIMENT CONTROL ~ , RECEIVED Jill, 2 , II" ""... DOCS , \ COMMENTS PROJECT NAME: Ch-Y'j"pr61e- See I / ' The items checked below must be corrected prior to A 5AP , unless otherwise noted. o Install an appropriate sediment control practice between construction areas and lower lying areas. o ReplacelRepair silt fence and/or straw bale barriers. o Entrench silt fence (6-8 in,) and/or straw bale barriers (4 -6 in.) and stake straw bales. o Remove accumulated sediment from: 0 sediment trapslbasins, 0 behind silt fence/straw bales, 0 around storm drain inlet protection devices, 0 streets and gutters (Do not flush with water) o Temporary seed, fertilize, and/or mulch: o Pennanent seed, fertilize, and mulch areas that are at final grade: o Protect storm drain inlets: 0 curb inlets, 0 drop inlets o Reshape and stabilize sideslopes of: 0 sediment trapsfbasins, 0 detention/retention basins o InstalllMaintain constructionentrance(s): o Reshape and stabilize conveyance channels: o Place greater emphasis on erosion and sediment control on building sites; contractors, subcontractors, material vendors, and others should be made aware of erosion and sediment control requirements. Appropriate perimeter sediment controls (e,g. silt fence) and stable construction entrances shall be utilized on all sites. Sediment tracked into the street shall be removed (do not flush with water) at the end of each work day. o Other Requirements: For questions regarding tbis report contact: John South JUN 13 '02 10:16AM P.V2 u ('l \ ," '.,..__, / ,,'--"".".'_ .J )."., ..~ .... ),-x;- ~- .~. .,./.. -'~ CJ . ~...:.:::'.. ('::'1 .'''',(J , to) > '. \,,'1 .. ( f" '1 \,' .;---> , '_,\ .! , f .~';, \," "C;::-' / C' ) . C) ,.....,:: .~,,:."l'Y I' ,.r.....~: (;~f.:.: '. - . :Kentoll C '[Pard, Srtnli)'1J1' "!'liIJIH' (;17) 77ii-S~:'5 'Fa.\" (Pi) 7;"t;'~1~:J.S Slr/h'die" OrlC .Hamilton COU/l~' Sl!llllrl' .7\'nblr.~]Jilil', [lIdiflml *,",,'L;c"J.J.W lone 12,2002 R.e: Chtybourne, See, 1 L~'I'T-;:>,;, , ($"'/ --- * '/. \ 0(7/ RECEIVED <\ JUN 13 2002 :_ ~) DOCS . ~J ~:- ,(:)1 ~,<"':>--... / ,",> ~,/(;-;-,--,---;-:. '\ ~>/ ~~~ Cart Crosby Schfleider Corp I have reviewed the plans for this project and have the following comment$.. Jlrol:eduralltems; 1. ok 2. ok 3. ok 4. ol~ 5. The Petition form for Recamtruction and Relocation of the Albert Shaw Drain has been receivcd. Upon approval of submittals by this oftlce, the petition will proceed to the Drainage Board for the reqllJred hearing. Plans-. Cales and Secondarv Plat: Construction Plana - 6, ok 7. ok 8. ok 9. ok. 10, ok 11. ok 12. oj.; 13. The landscape plan nceds to be revised so that there are nO street treta I landscaping conflict!:'> wi SSD & storm ~ewers. .- Let tLle be more speciflc with our concerns. a. TrelOs and ~hrubs are shown directly over storm pipes. b. M.ounds-lire shown directly over storm pipes. c. Along the perimeter of the site, trees and shrubs ate shown practically on top ofth<: swales, The center of the trees, in some cases are on the easement line, which means that the roOt balls will extend over into the swales. d. Per Jerry LisU>I1's instru,:tions at tbe pre-con meeting~ where the street trees are next to the curb, the SSD shnU be made of double wall, smooth bore, pertbrateo plastic pipe. This will allow a root cutter to be used to clean out the SSD . We currently $pclId thouSlUlds of dollars each year cleaning out roots from similar situations. ThiS will be standard for an similw projects with street trees next to the curbs, JUN 13 '02 10:17AM P.2/2 u u e. Becaus~ the swales around the perimeter ofthlil project are not on the property line, adjustments may be warranted in t\1e field to ensure that off site water is not blocked by the landscaping IInd I 01' buffering. I believe that t!'tis is possible, but onsite diligence is r~quired 14, ok Storm S~et' Plan llr. Profile Sheets - 15. ok 16. ok 17. ok Detail Sheets - l8. ok 19. ok 20. ok :1;1. ok 22. ok New Comm.ellUJ - 23. Add to the notes regarding the: existing Albert Shaw Regul~led Drain that the existing tile is to be crushed, removed or filled with f10wable fill. Other field tiles located m~ar the perimeter of the site ar~ to be tied into the storm system. l.havc beE::n told that there is a tile that currently cuts across the SW comer of the ~ite. Where it goe;into and cnmes out of the take ~hould be addressed. 24. Add a note on sheet Cl 03 for the existing Albert Shaw drain to be tied into structure 202. rfyou have any qu~stil.lns, please feel free to conta~t this office a.t 776-8495, ~ Cc: Cllrmel DOCS SCS Co. Hwy 2 >' l 06/10/02 15;56 FAX a~MILTON co HWY. ~~~ Carmel DO CD IiZI 001/002 u u RE: Claybourne Subdivision Revised Construction Plans and Secondary Plat Received 5/20102 1315' StreetlW of Shelbome Road Clay Township HAMILTON COUNTY HIGHWAY DEPARTMENT~ /'\"i",'/~ <'..', '-~j.~;.~ , O'.:...(A ;""" A Y' 0':/" ~tI ~ \;; (:;~. J(tf ~bJ,t() \=.\ <'.. .f(} ;J;? ..1 \_1, f)0, '''1;?? L-j \:-^' Vs f"j \/~, .." ./7 '< (I r~' Ij\3 -....:..~.... - June 10, 2002 Mr. J. Cort Crosby The Schneider Corporation 6901 Otis Avenue Indianapolis, Indiana 46216-1037 Dear Cart: This letter serves to acknowledge receipt of a transmittal containing the plans for the above-mentioned project After reviewing the plans the Highway Department has the following comments: SecondalY Plat 1. Please remove the "Blocks" from the right of way of Donovan Boulevard. If an exclusive easement is to be used, there must be 10' of right of way behind each curb to the easement line< Exclusive easements are not permitted within the right of way. All indications of the blocks will need to be removed from the plat and construction plans. . 2. Before any approvals are granted for the Secondary Plat, an Engineers Estimate broken into the following categories will need to be submiUed, along with a Performance Bond or Letter of Credit in the amount of 100% of the estimate: .. Stone Base .. HAC Binder .. HAC Surface . Concrete Curbs · S1reet Name and RegUlatory Signs Construction Plans 3. Please correct Section A-A to show a lift of surface over the existing pavement. A note should also be added stating that milled joints will be required at the east and west limits of the project to allow for the proper transition of the surface layer. 4. Does the appropriate right of way exist for the accellane construction? If not, the necessary right of way will need 10 be acquired by Boomerang Development, LLC. 5. P~ease add the following Standard Plans to the detail sheet: U-8, and remove Standard Plan U-1. I have included a copy of U-B. 6. Indicate that Stop .Bars are also required at the entrance on the entrance detail striping Plan. 7. The pipe under 131'1 Street that serves the present regulated drain will need to filled with f10wable fill to prevent future failure in that area. 8. After the above mentioned items have been corrected and all of the issues with the Hamilton County Surveyor have been properly addressed, seven sets of plans must be submitted to the Highway Department for final approval. If you have any questions or comments concerning this letter, please feel free to contact me at anytime. ~inc rely, ,,(t .g~ / teve6roermann Stan Engineer cc: Jon Dobosiewicz Steve Cash G:\USERSISBI02T ACI06-10-02claybome.doc 1700 South 10lb Street Noblesville, In. 46060 www.co.hamilton.in.us Office (3J 7) 773-7770 Fax (3 J 7) 776-9814 0' _i 06/10/02 15: 57 FAX u u r' HAMILTON CO HWY. ~~~ Carmel DOCD 1', BITUMINOUS SURfACE. U. HAC BITUMINOUS 81NOER, 8: HAC S" I.lINII.lUM (SEE' NOTE 14) Flowable Fil NOTES NQ SCAlf' 1. The existing povemenl is 10 be sowcut to provide 'a clean break. 2. Trench spoil is 10 be removed (rom the work. sile OIld disposed ot oul of the right-at-way. 3. Flowoble nl (ie. Controned-Law-Strenglh-Molerilll. or AOl'loble Marlar) is Lo be poured into the trench 10 serve os backfill, 10 Ihe dimensions and specificalions listed in lhis detail. 4. The asphalt patch is to consist 01 0 minimum 01 5 (five) inches of Biluminous Binder, 8, HAC and 1 (one) inch at Biluminous Surface. 11, HAC. If the existing povement is thicker lhon 6 (six) inches, addilional binder is to he used to match l~e exisling pOl/amenl thickl1ess. IN NO CASE IS LESS mAN 6 (SiX) INCHES Of ASPHALT TO BE USED. ' 5. The existing pavement is to be tack cooted prior 10 the loying of new asphalt. Tock coot is 10 be opplied as specified in the latest standard INOOT specifications, SectiOl1s 409 and 902. 6. The new surface is to be sloped 01 the "some rote as the existing surface. 1. A 2 {two) inch wide band of crack seolont is to be .opplied glon9 the joinl between the existing cnd new asphalt surfiJce. Sealant is to be opplied ill <Jccordance with INDO! specificotiOl1s, Section JOs. 8. The nowable fill mix is to contain, rOf every cubic yard 01 botch moteriol, no mgre than 50 Ibs 01 Portland Cement. no more than 500 lbs. of f)1ie f tly ash ond no more 'non 500 lbs of water. 9. The compressive strength of lhe F10wable Fill is not \0 exceed 100 PSI 01 28 doys. ROAD CUT PATCH - FLOWABLE FILL BACKFILL HAMILTON COUNTY HIGHWAY DEPARTMENT RECOMENDED: REVISED: STANDARD PLAN '~k0'r-: ~rt UmS I APPROVED: ~ -/7-5'5 OAl( @002/002 u ~~ Schneider u May ]5,2002 --I\;'~I J "';\).--"'~"~"'-' l riA /<.. \;.\ -- ~.,~ I ',. (, \ i :-' AA "/~_) ;:." ~ ._.l v,_', H41E:~~1Jl( J'-}~-~ \"~\ DOCS /-::: '()) .( .:' v>.... ,(\" ~{~ j-r '/-, \' -\.~;;.. ~--' -~., Jon Dobosiewicz Carmel DOCS One Civic Square Carmel, IN 46032 RE: Claybourne, Section 1 Secondary Plat and Construction Plans Dear Jon, The Secondary Plat and Construction plans have been revised according to the T AC Comments from February 20, 2001 and the review comment letters received afterward. Copies of specific response lettcr to cach agency are enclosed, Revisions requested by Carmel DOCS are as follows: Plat Com ments 1. The non-access easements terminate at the R/W line on each side of the main entrance drive. The lines have been extended to the R/W, as they should bave been. 2. The monuments and markers have been added to the plat. 3. The plat docket numbers have been added to page] on the plats. The plats had to be separated for Estate lots south of 131 5t Street and the standard lots on the north side of 13151 Street because of the separate covenants. 4. The source oftit]c information has been completed. 5. Thc pond normal pool, I DO-year elevation and bottom elevation has been added to the plat for each pond. 6. Copies of the review comments and the response letters to the County Highway, County Surveyor and Carmel Utilities are enclosed. 7. The plat will be final checked and signed by the surveyor prior to having the plat signed by Carmel. 8. The Carmel Board of Works signature block has been replaced by the County Commissioners signature block. 9. A copy of the covenants for each part of the site will be provided by the developer. 10. The perimeter road improvements cost estimates and agreements are being handled directly by the Developer. Plan Comments from T AC 1. A rebar is shown at the comer of lot 42. 2. A key map has been added to the plat sheets 3. The regulated drain is identified on the plat and plans. 4. The sidewalk ramps are shown as concrete. 5. The path connection from the woods, aeross from lot 77, has been relocated to connect at the main boulevard. 6. The paths on 131 sl Street are now 10' wide. Please approve these revised plans or call me if you have any questions. Sincerely, THE SCHNEIDER CORPORATION \:1 C~ J. Cart Crosby P.E. Project Engineer ~1i1{ Historic Fort Harrison 8901 Otis Avenue THE SCHNEIDER CORPORATION Indianapolis, Indiana 46216-1037 317-826-7100 Toil free 800.898-0332 Fax 317.826.7200 www.schneidercorp.com u u May 15,2002 Schneider Steve Broemlann Hamilton County Highway Depmtment 1700 South 10th Street Noblesville, IN 46060 RE: Claybourne, Section] Secondary Plat and Construction Plans Dear Steve, The Secondary Plat and Construction plans have been revised according to the TAC Comments from February 20, 200 I and the review comment letters received afterward. Revisions requested by the Hamilton County Highway are as follows: Secondary Plat I. The R!W for Lamana Place is no labeled. 2. The County Commissioners signature section has been added. 3. The landscaping easements have been removed from the islands in the boulevard. 4. Engineer's estimates will be provided along with the performance bonds. 5. To the best of my knowledge, none of these items are planned in the 50' R!W of the 131,j Street RfW. 6. To the best of my knowledge,nollc of these items except the trees, as noted in your letter, are planned in the 75' or 85' R./W's. Construction Plans 7. Opposing len turn lanes have been added in 131 st Street at the entrances. 8. The entrance plan, sheet C301, has bcen updated and shows the pavement cross-section, curb radii, taper lengths, and stone shoulders. A pavement striping plans has also been added. 9. Lakes 2 and 3 have been pushed baek from the right-of-way. 10. SSD laterals are now shown to each lot. II. Manhole 13 has been relocated as requested. 12. The sanitary sewer lateral granular backfill note has been added to all sanitary sewer plans. 13. Granular backfill has been extended to the right-of-way at Manholes 3 and 4. 14. Manhole 22 has been relocated. IS. The notes have been added to the water main sheets. 16. The gate valves have been relocated. 17. Carmel Utilities contirmed that they require ductile iron pipe run straight to the end of the cul-de-sac as shown. 18. The right-of-way has been corrected on the standard detail. 19. Details U3 and U4 have been added to sheet C802. As discussed, detail UI has not been removed from C80 I because we are able to open cut 131'1 Street 20. The note has been added to the landscape plan. 2 I. Revisions requested by other agencies have also been made and noted in the revision blocks. Please approve these revised plans or call me if you have any questions. Sincerely, THE SCHNEIDER CORPORATION .//1 ~'.. ~~ \~/ J~_ <_v___~ ~--'--'1 (~CrosbYP.E. '4Q' Project Engineer ~ . ,(!(l/Jejr "'= 1%2-2002 THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis. Indiana 46216-1037 317.826-7100 Toll free 800-898-0332 Fax 317-826.7200 'MNW. sc hn eiderco rp .com u u May 15, 2002 Schneider Steve Cash Hamilton County Surveyor One Hamilton County Square, Suite 188 NoblesvilIc, IN 46060-2230 RE: Claybourne, Section 1 Secondary Plat and Construction Plans Dear Steve, The Secondary Plat and Construction plans have been revised according to the T AC Comments from February 20,2001 and the review comment letters received afterward. Revisions requested by the Hamilton County Surveyor are as folIows: Procedural Items I. Regulated Drain petition is complete. 2. Non-enforcement form and fee has been provided. 3. The construction costs will be provided along with the bonds. 4. The bonds will be provided by the developer prior to construction. 5. The relocation petition has been submitted. Plans Cales. and Secondary Plat 6. Two feet of freeboard is shown for all the ponds. 7. The emergency overflow routes are shown with large arrows. 8. Lake 2 and Lake 3 have been pushed back from the right-of-way. 9. Lot 10 has been regraded some and the actual swale length has been reduced to under 500 feet as discussed in our meeting. 10. SSD's connections to each lot have been added. 11. The adjacent landowners have been shown on the plans. 12. Section comers are now caned out on the plans as well as the plats. 13. The street trees have been revised as needed to avoid SSD and storm sewer conflicts. Trees have also been deleted to allow for offsite runoff to enter the property as discussed along the west and south property boundaries. 14. The house pads have been trimmed as noted. Storm Sewer Plan & Profiles Sheets 15. Debris guards are now called out for end sections picking up storm water. 16. A debris guard is called out at the Lake I outlet pipe. 17. Rip rap has been added at outfall into regulated drain. Detail Sheets I 8. Detail 94-18 has been added. 19. Detail 95-9 has been added. 20. Inlet table detail has been added. 21. Detail 94-5 has been added. 22. Rip rap detail has becn added to sheet C804. Please approve thcse revised plans or call me if you have any questions. Sincerely, T.H.~E CI::ll'I..... "~~[)ER ~ORPORA nON ; Cuc.~ \./L- \ 1.1 ort Crosby P.E. Project Engineer 4Q~ THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216-1037 317.826-7100 Toll free 800-8980332 Fax 317-826-7200 www_schneidercorp_com u w May 15, 2002 Schneider John South Hamilton Countv Soil Conservation 1108 South 9lh Street Noblesville, IN 46060-1037 RE: Claybourne, Section 1 Secondary Plat and Construction Plans Dear John, The Secondary Plat and Construction plans have been revised according to the TAC Comments from February 20,2001 and the review conunent letters received afterward. Revisions requested by the Hamilton County Soil Conservation Service are as follows: 3A. Construction limits have been added. 38. No stockpiles are planned. 4A. Site sequencing notes have been added to the Erosion control plans. a. Silt Fence has been added behind the lake berm for Lake I at the downstream end of the watershed. All other areas drain through silt protection at inlets and through the lake system before discharging to the regulated drain. b. The temporary entrances are supposed to control where equipment leaves the site and reduce the amount of dirt 011 the roads. They are also at relatively high points on the site for this project. lfthe contractor does get dirt on the road, he is responsible for cleaning it up. c. No landscaping mounds are proposed along the west property line to block runoff from existing basins] land 12 where they currently sheet drain on to our site. We have a proposed swale, lower than the existing grade at the property line, along our East property line, to collect the sheet flow and direct it to inlets as it drains through the proposed trees. Trees have been removed trom in front of stann structures 124 and 117. Per Steve Cash, we have also left spaces in the trees along the south property 1 ine to insure Ihat the trees don't block the runoff from the South. d. Sediment in runoff from the site is control1ed at each inlet and then must pass through up to four lakes before it can be discharged at the southwest corner of the site. 4D. The entire lots are now shown to be seeded. Please approve these revised plans or call me if you have any questions. Sincerely, THE SCHNEIDER CORPORA TION ~ C'~e~'>-/L~ J. Cart Crosby PE \ Project Engineer \. 4<JA:1,7~t THE SCHNEIDER CORPORAflON Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216-1037 317-826-7100 Toll free 800-898-0332 Fax 317-826-7200 www.schneidercorp.com u u May 15,2002 Schneider Paul Pace Carmel Utilities 130 }" Ave, SW Carmel, IN 46032 RE: Claybourne, Section 1 Secondary Plat and Construction Plans Dear Paul, The Secondary Plat and Construction plans have been revised according to the TAC Comments from February 20,2001 and the review comment letters received afterward. Revisions requested by Carmel Utilities are as follows: Water Corrections I. The 8" gate val ve has been added west of the tee on Lamana Place 2. The cover note has been revised to read 48". 3. The 8" gave valve has been added on Yancey Place. 4. Posi-caps have been added to the gate valve detail. 5. The gate valves have also been moved out of the pavement as requested by the Hamilton County Highway Department. It is my goal to have all revisions completed to the satisfaction of all the agencies. If not, we will need to make additional changes before issuing the final field sets for stamping and construction. Please approve these revised plans or call me if you have any questions. Sincerely, THE SCHNEIDER CORPORA nON ~C~~~.~.~ J. Cart Crosby P.E. , Project Engineer . ~~{i THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis. Indiana 46216--1037 317.826.7100 Toll free 800.898.0332 Fax 317-826-7200 www.sclmeidercorp.com u u City of Carmel March 18, 2002 FAX: 826-7300 Mr. 1. Cort Crosby, P.E. Schneider Corporation 8901 Otis Avenue Indianapolis, IN 46216 RE: Claybourne, Section 1 Dear Curt: cnlis letter is in response to your Secondary Plat filing for Claybourne, Section I. The following issues must be resolved prior to signature of the plat by the director: I. Define non-access easement along 131 'I Street into the subdivision to the first cross-street. Plan does not indicate where it (the nOll-access easement terminates). 2. The monuments and markers should be as required under Section 8.2 ofthe SCO. a. Add concrete monuments at all corners that form the boundary ofpIat, as required under SCO 8.2.1 (2). (The corners ofllie area on the south side of 131.1 Street as example and perimeter of section one on north side of 131 st.) b. Add markers to corners of common areas, as required under SCO 8.2.4. (All blocks, note blocks that create the boulevard.) 3. Provide Primary Plat (119-01 PP), and Secondary Plat (21-02 SP) docket numbers on page one of plat. 4. Add Source of title instrument number to page one. 5. Add ponds with bottom elevation, nom1al pool, and 100- YR flood elevation for pond(s) to plat. 6. Forward a copy of the final review letters from the following agencies: a. County Highway (Latest is March 1.3, 2002) b. Surveyor (Latest is October 16th) c. Carmel Utilities Department 7. Have Mylar signed by property owner and surveyor (with R.L.S~sealrprior to signature by director. 8. Remove signature block for Cannel Board of Works. Add Hamilton County Commissioners. 9. Provide a copy of the covenants and restrictions. 10. Provide estimate of construction cost of Road Improvements per Commiiment made by owner at time of Primary Plat. We will evaluate the estimate and determine the appropriate action in receiving the improvements per the commitment. Please submit a revised Secondary Plat with the above-mentioned changes. Once these changes have been made and comments addressed, please produce a mylar copy for signature by this Department. Two paper copies of the plat must be filed with the mylar prior to recording, and three paper copies and a mylar of the recorded plat must be submitted following recording. Our approval of the secondary plat (signature) will be forthcoming upon revision of the plans according to the items listed above. Sincerely, A:C~D b""'--. -. Jon . 0 OSleWlCZ Planning Administrator Cl~yhDllrne-Secl-SP1.rtr ONE CI'lIC SQUARE Page 1 CAIU\fEL, INDIANA 46032 317 /571-2417 w u HAMILTON COU TV HIGHWAY DEPARTMENT March 13, 2002 Mr. J. Cort Crosby The Schneider Corporation 8901 Otis Avenue Indianapolis, Indiana 46216-1037 RE: Claybourne Subdivision Construction Plans and Secondary Plat 131 st Street I W of Shelborne Road Clay To-tJnship Dear Cort: This letter serves to acknowledge receipt af a transmittal containing the plans for the above- mentioned project. After reviewing the plans the Highway Department has the following comments: Secondary Plat 1. Label the right of way radius in the cul-de-sac of Lamana Place. 2. A signature black is needed for the Board of Commissioners. 3. Please remove the landscaping easements from the right of way of Donovan Boulevard. If an exclusive easement is to be used, there must be 10' of right of way behind each curb to the easement line. 4. Before any approvals are granted for the Secondary Plat, an Engineers Estimate broken into the following categories will need to be submitted, along with a Performance Bond or Letter of Credit in the amount of 100% of the estimate: * Stone Base . HAC Binder * HAC Surface * Concrete Curbs --~Street Name and Regulatory Signs 5. Please note that decorative signs, sprinkler systems, trees, landscaping mounds, light poles or ather such amenities are not permitted in the right of way of the streets with a 50' wide right of way as well as the 131 sl Street and Shelborne Road right of way. 6. Please note that decorative signs, spriili<:.Ier systems, landscaping mOunos, lignt pOles or other such amenities are not permitted in the right of way where the 75' and 85' right of way exists. Trees are permitted in the center median and behind the multi use paths. All species of the trees used in the center median must be a species that has lim ited canopy and root ball growth patterns. Construction Plans 7. Opposing left turn lanes are needed on 131 sl Street at the entrance into Claybourne. The section of road will need to be resurfaced and striped appropriately for the left turn lanes. 8. Please prepare a detail of the entrance into the subdivision. The detail should include a pavement cross-section' and layout of the left turn lanes and the through lanes as well. Other things which will need to be included will be the curb return radius, the pavement cross section for 1313t Street (12" stone base, 4" HMA Intermediate course and 1" HMA surface course), lengths of the tapers and lanes, 3 foot stone shoulder and a striping plan for the passing blister plus any other pertinent information. All striping material must be Thermoplastic. 1700 South 10'" Sti'cet Nobtcsvillc, Un. 46060 www.co.hamiltun.in.us Office (317) 773-7770 Fax (317) 776-9814 u u 9. The top of the bank for Lake #2 must be a minimum of 15' from the right of way or an appropriate barrier it:1stalled to impede any stray vehicles. 10. SSD laterals are needed to each lot 11. Relocated sanitary sewer MH 13 back in the D&UE to avoid conflict with the street 12. Please include the following note on all sanitary sewer plan sheets: All sanjtary sewer laterals that cross the street must be backfilled with full depth granular backfill. 13. Please show granular fill west of sanjtary sewer structure 3 and east of sanitary sewer structure 4. The fill is needed to the right of way line. 14. Please relocate san itary sewer structure 22 out of the right of way. 15. On all water main plans, the following notes need to be included: No water main valves will be permitted between the curbs, and Full depth granular backfill is required at all street crossings. 16. Please relocate all gate valves on the water main plans that are shown under pavement or within the curb to areas behind the curbs. 17. Will the poly pipe be used for water distribution around the cul-de-sacs? The Highway Department recommends the use of the pipe to eliminate the need for pipe under the road. 18 D'~-~~ 'l""":I"..t~ '-s' c-...-..-.d-;:,......;: Djnon r-""" -t .1.1...--1. t~....~ ....:;;:-..4- ---f .,.........'L~.~....:r ..t.......st C'":..,.;;-..._':;';_ e-"" _~!- J."""...., ..fO' ..1 "-"'G..............I;vv'1'.~t ..,-,i.~l~ Gi;U..aj,I'-.Jv-1 u~~l..ndjl~'H.V "...ay~u ;...:;, UU..::::;c:ti0vU11IUlUIC':':;' shown on the Standard Plan. 19. Please add the following Standard Plans to the detail sheet: U-3 and U-4. Please remove Standard Plan U-1. No road cuts will be permitted. 20. Please add the following note to the Landscaping Plan: All species of the trees used in the center median must be a species that has limited canopy and root ball growth patterns. 21. Please note that further comments may be necessary at a later date. If you have any questions or comments concerning this letter, please feel free to contact me at anytime. Sincerely, ~ 1:"7 ../f"~ ~.' . D".~._t-""'-- . Steven J. Broermann Staff Engineer cc: Jon Dobosiewicz Steve Cash _ _G:\USERS\SBI02T AC\03-06-02c1ayborne.doc .~ rON COUNTY Soil & Water ' . 1108 SouUth Street. Noblesville,IN46060-3745 Ph. (317)::773-1432 Fax (317) 776-1 101 Drainage, Erosion and Sedlrrient Control Plan TechnicalXeview and Comment Project Naille: C LAYBOVf?lJe See I Submitted By: r3 00/11 E,.eJJIJb De..t..J. 1/'11/ LAkcS/LJe. iJRIUE.. Fi:JHEES, I", '" 'ItRD38 H.,.. c.()~r LItDSB? / SCNNcIIJEf2 CDRP. 8901 07/$ L!tJE. L NO/CNA POJ..IS , :I:i.-,-- 4 t., tal ~ ./037 Reviewed By: ::r"OH,AI ....:s~ t,) 7J'/ . Plan Review Procedure: Site Visit Date: Plan Reyiew Date: ,3-"<]-02- Location: /3/$f+5fYeL...(30/2PE RDS. , Legal Description: S~e.:1 0 Township: lB^,' Range: 3E Civil Township: . C/,.4-r The te<;hnical reviey.,o and comments are intended to evaluate tlie completeness oj the erosion and sediment control planfor. the project. The erosion and sediment control plan submitted was not reviewedJor the c!dequacy oj the engineering design. All practices included in' the plan, as well as those recomm-ended in ihe comments should be e;Voluated as 10 their feasibiliryby a qualified individual with structural practices deSigned by a.qualified engineer. Theplan has not been reviewedfoT'l6cal; stale orjederal permits that may be r:equi~ed to proceed with this project. Additional information, including design calculations may be requested to further evaluate the erosion se.cJimentcontrol plan.. The erosion and sediment control plan 'Ins ~een reviewed and it has been determined that the plan: o Satisfies the minimum requirements and intent of 327IA.C 15-5 (Rule 5). Notification will be forwarded to the Indiana Department of Environmentzl Management. . D Refer to the COlIllDents section for additional information. ~ Does not satisfY the minimum requirements and intent of 327IAC 15-5 (Rule 5); deficiencies are noted in the checklist and in the comments section. DeficienCies constitute potential violation of the rille and must be adequately addressed for compliance, TIle information necessary to satisfy the deficiencies must be submitted: . Please address revisions to the reviewer. Proper implementation oJthe erosion and sedime/:. control plan and inspeclionsofthe construction site by the de:veloper or a representative are necessary to minimize off-site sedimentation. The de:veloper should be aware that unJoreseen construction actiyities and weather conditions may effect the performance of a practice or the erosion and sediment control plan. The plan must be ajlexible document, with provisio= to modify or substilute practices as necessary. PROJECT: ..... Page 2 of .3 Yes i8J. 00 ~ tJ ~ No o o o o o Yes No ~ 0 ~ 0 l'j 0 'iZI 0 119 0 tt:I 0 ~ 0 ~ 0 ~ lJ Yes No 0 Jil D ~ Yes No 0 llQ' .IN 0 0 ~ 0 pi ~ 0 ~ 0 fj, 0 ~ 0 ~ .0 ~ 0 pl 0 CLAY &00)2/-0 S"tx. / u ARETHE FOLLOWING ITEMS ADEQUATELY ADDRESSED ON THE PLANS? (AU Plans Must Include Appropriate Legends, Scales, and North Arrow) (Items that are Not Applicahle to this Project are desi[J1lated by NA) PROJECT INFORMA nON lA lB lC ID lE Projed Location Map (Show project ill relation to other areas of the county) Narrative Describing the Nature and Purposeofthe Project Location of Planned and/or Existing Roads, Utilities, Structures, Highways, etc. Lot and/or Building Locations Landusc.of Adjacent Areas (Show the Entire Upstream Watershed and Adjacent Areas Within 500 Feet a/the Property Lines) TQPOGRAPIDC DRAINAGE, AND GENERAL SITE FEATURES 2A Existing Vegetation (Identify and Delineate) 2B Location and Name of Ail Wetlands, Lakes and Water Courses On and Adjacent to the Site 2C 100 Year F1ooqplains, Floodway Fringes, and Floodways (Note if None) 2D Soils Infoi'mation (Ifhydric soils are present, it ;s the responsibUity of the owner/developer to investigate the existence of wetlands and to obtain permits from the appropriate goven/ment agencies.) 2E Existing and Planned Contours at an Interval AppropnatetoIndicate Drainage Patterns 2F Loca,tions of Spccific Points Where Stormwater Discharge Will Leave the Site 2G Identify MI R~ceiving Waters (If Discharge is.to a Separate Municipal Storm Sewer, IdentifY the Name of the Municipal. Operator and the Ultimate Receiving Water) 2H Potential Areas Where Storm water May EnteFGroundwater (Note If NOlle) 21 Location of Stormwater System (Include Culverts, Storm Sewers, Channels, and Swales) LAND DISTURBING ACTIVITIES 3A Location and Approximate Dimensions of All Disturbed Areas [i.e., Constrnction Limits] (Areas Where. Vegetati....e Cover Will Be PreserYed Shou/dbe Clearly Designated) 3B Soil Stockpiles and or Borrow Areas (Show Locations 01; Note if None) EROSION AND SEDIMENT CONTROL MEAS.URES 4A Sequ~nce of When Each Measure Will Be Implemented (Relative to Earth Disturbing Activities) 4B Monitoring and Maintenance Guidelines for Each Measure 4C Perimeter Sediment Control Measures (Location. ConSl'rUcti?i1 Detail, Dimensions, and Specifications) 4D Temporary Seeding (Specifications; Including Seed Mix, Fertilizer, Lime, and Mulch Rates) 4E Temporary Erosion and Sediment Control Measures (Location, Constrnction Detail, Dimensions, and Specifications) 4F Permanent Erosion and Sediment Contro~ Measures (Location, Constrnction Detail, Dimensions, and Specifications) 4G Storm Drain Inlet Protection (Location, Construction Detail~.Dimensions, and Specifications) 4H Stormwatcr Outlet Protection (Loca/ion, Constrnction Detail, Dimensions, and Specifications) 41 Stable Construction Entrance (Location, Constructio1l Detail, Dimensions, and Specifications) 4J Erosion and Sedimcnt Control on IndividuaJ Building Lots (Specifications) 4K Permanent Seeding (Specifications; Including Seed Mix, Fertilizer', Lime, and Mulch Rates) Revised 4 ! 97 '" o;j, lJ u ERDSION AND SEDIMENT CONTROL PLAN TECHNICAL REVIEW C01v1J\1ENTS Project: CLAIBoal2J.1c See I Page 3 of i Note: All erosion and sediment control measures shown on the plans and referenced in this revieW must meet the design criteria, standards. and specifications outlined in the "lndianaHandbookfor Erosion Control in Developing Areas "from the Indiana Department of Natural Resources, Division o/SoiI Conservation or similar GuidanceDocuments. " 34 - 38- ~A - -- 5-r,46///6 P.LAN '- .5~~~r~ r r~ 1/1/2.-. ~c - 0.. , .. ;' ;' If /I d'.s;CI~6td /4Hd . cc: C. orfl1 (! I DO CS 5urvf!.1( or I C& I/'tlcw~r F;[e u \ .';. .. ~ r ('v"--~ XentO/7 C 'lfJard, SurlJevor . I '-pf,um' (JIf) 77b-84L) S 'Tax (3I7) 776-:)628 SlIite r 88 Glle Jlallli/trill CO/lilt}' Square )\{obfeslli!le, Indiana 460(,'0-2:230 March ], 2002 Cart Crosby Schneider Corp Re: Claybourne, Sec. ] I have reviewed the plans for this project and have the following comments, Procedural Items: ] . Tthe signed petition fonn to make the stonn sewers regulated has been received. 2. Provide the signed Non-enforcement Permit form with the appropriate check. 3. Please forward an engineers estimate or copy of the contract for] 00% of the construction costs for storm sewers (inc]uding SSD), erosion control, and monuments and markers. 4. Submit original letters of credit or bonds for the above amounts. 5. The Petition form for Reconstruction and Relocation of the Albert Shaw Drain has been received. Plans. Cales and Secondary Plat: Construction Plans - 6. Show 2' of freeboard around the ponds. 7. Please show and emergency overflow route for the ponds. 8. Detention area top of bank must be 15' from the fight-of-way or adequate vehile barrier installed.. 9. Swale & curb travel distance not to exceed 500' (Sheet CI01 -lot 10 west to the lake.). 10. Please show the approximate SSD stub locations to each lot ll. Adjacent ialldowner:: ~!:(JLlid ix !'UteQ 011 :;,c plans \C-.{: :). ]2. Show the location of ally section comers un the plans (el 0 I & C] 02). ] 3. The lanscape plan needs to be revised so that there arc no street trees f landscaping conflicts wi SSD & storm sewers. 14. Several house pads show encroaching on the DE. Please adjust pad shown on lots 69,70,59,44,45, 56,57,49 and 50. Storm Sewer Plan & Profile Sheets - 15. Note open ended inlets for debris guard to be installed. 16. Include note for debris guard to be installed at pond outfall pipe. 17. Show riprap where the offsite pipe discharges into the open drain. Detail Sheets - Show the following approved details. 18. Swalc cross-section. (#94~ 18) u u ] 9. Storm sewer manllOle. (#95-9) 20. Curb inlet table detail. 21. Bank armament at outlet pipe in open channels. (#95-5) 22. End treatments (rip-rap, gabion baskets, erosion control matting, etc.). If you have any questions, please feel free to contact this office at 776-8495. Steven T. Cash Plan Reviewer Cc: CamleJ DOCS SCS Co. Hwy 2 I' 1 l , U ,.. , .- , 1 :1 ~S~ i " C-~6~ I , - I : ~~ i ~~I sr '~~~19\3'" r i ! I I L 1 ~~a ~s I 00 'rw(. ! . - U 2J '/b"L ~ ~_~.r ~F<oJ). r.J b~ ~. .:..-----= . ~1'1' ~ 1 I I ._3tl&"" w..E.x ....-..c'_~ ~_i):l_~_~ 11' ~b~ f:!F-7J~ . _~. \;t, "'"'"'!#. 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(L-c> - w uS 6t>~ - *- i!._16J , Sk~~~ : I ''30 ,...- I~S_ (;"0 11tT1~~)___ -=z;.,..- 100' -1~l-- '0' ~) 100 ~_._- I l- __ '_,_,,____ II., 1,1 I:, ~-.---Jd Ii; \ Zoo' co~ go' 80' 1"1..01. i\lr '~~~6u :r.:-~~_-~ _______ , , I I--'~ I I' 1------" , ',I r--- , 'I :1 I r-'-~---' , , I I >--~ ._- I 1- '~-- -- ~_.- I -------~------ ......._. - _0___- __ : 'I I,: , , I I, ------- t-----~ - ---.=--1- - :~~~-~-_ - ----~~~- .-___ ~~. _ ..~-=~.--n - -- I' I , 'I IiI ----~--- -"-~"--.---~-~- ---- 11.------ . - IF--___- 1': ~ p~ -~; -----. i -/ ~ ! , I' , JI .-< ,: , , l'i'l ----j I ----- !,II- ---:n u u Johnson, Sue E From: Sent: To: Jay Alley [Jay@ctrwd.orgJ Friday, February 15, 2002 11 :18 AM riarrand@ccs.k12.in.us; DHiJl@ci.carmel.in.us; DJenkins@ci.carmel.in.us; Ghoyt@cLcarmel.in.us; JKendall@ci.carmel.in.us; JLester@ci.carmeJ.in.us; JPFoster@ci.carmel.in.us; MBrisco@ci.carmel.in.us; MFogarty@cLcarmel.in.us; ParksPrograms@cLcarmel.in.us; PPace@cLcarmel.in.us; PWil1 iams@ci.carmel.in.us; RAuler@ci.carmel.in.us; SJohnson@ci.carmel.in.us; WAkers@cLcarmel.in.us; rmcclain@cinergy.com; thomas.ordway@cinergy.com; sprater@cmsenergy.com; sjb@co.hamilton.ln.us; stc@co.hamilton.in.us; john-south@iaswcd.org; rahendricks@in-hc- lepc.org; tina.alexander@IWCR.com; jeff.s.rice@msg.ameritech.com; tony. holmes@twcable.com; cshupperd@vectren.com josek@brenwick.com; Candy Feltner; rlauritsen@slmaco.com CTRWD February T AC Comments I . Cc: Subject: Hello everyone: Following are CTRWD comments on the agenda items effecting our sanitary sewers or service area for the February 20 TAG meeting. Please feel free to copy and distribute this email or attach it to your meeting minutes. Western Hills Subdivision \ '\ - Dl.. ~p The District has not been provided with a copy of the plat and we will need to review the construction drawings when they become available. Sewer service to the area of this project is dependent on the completion of the 126th Street Interceptor whlch has not yet been constructed by the District but is under design. Village of West Clay, Rezone & Primary Plat Amendment I 0 - D"t. 'Z. I ( '- - 0.1... "" 14-$~ Copies should be provided to the District as it is not clear from the agenda which sections are effected. Village of West Clay, Section 5001 17 -O"t. SP The plans received by the District have been reviewed and approved by the District's engineering consultant and are ready for submittal to IDEM for state construction permits. Building permits should NOT be issued unless the District has issued connection permits. Claybourne Estates Section 1 (Secondary Plat & Construction PlansrL-:i - 0'2.. SoP The plans received by the District have been reviewed and approved by the District's engineering consultant and have been submitted to IDEM for state construction permits. Building permits should NOT be issued unless the District has issued connection permits. In addition, sewer service will come from the 131st Street Interceptor which has not been constructed as yet; a joint right-of-way and easement acquisition process is underway subject to an agreement between the District and Hamilton County. Please remind all TAG applicants to provide plans directly to the District at our main office address at: 10701 N. College Avenue, Suite A, Indianapolis, IN 46280-1098. If there are questions about the District's requirements, then please refer to our website for current information on the District's construction specification and permit standards. We are a member of the IUPPS underground locate network so call 1-800-382-5544 before you dig! Please feel free to contact me if you have questions or need additional information. Thanks! Jay W. Alley, Utility Manager Clay Township Regional Waste District Hamilton Gounty, IN, USA http://www.ctrwd.org/ u u J. Cart Crosby, P.E. Schneider Corporation 3020 North Post Road Indianapolis, IN 46226~6518 RE: Claybourne, Section 1 LETTER OF APPROVAL The undersigned has reviewed the proposed plans for Claybourne, Section 1 and has approved the plans subject to the following: 1. Our office is requesting temporary cul-de-sacs at the following locations in this project designed to allow our apparatus to turn around: 1) East end of Kerger Way, 2) North end of Donoven Blvd., 3) West end of Teague Place, 4) [83t ~lIld ur ',' dlll;ey t'lace and 5) South end of Pontell Place. trJo ~ 6f'OI"( 2. Will there be an amenity building associated with this project? If so, we request that a Knox box be installed on that building for emergency access. --::> ~w~ "....~ 3. 4. 5. 6. 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: Februarv 14. 2002 By: Gary Hoyt, Fire Marshal Carmel Fire Department u u Transmittal h Historic Fort Harrison, 8901 Otis Ave.., Indianapolis, IN 46216.1037 - Telephone: 317/826.7100 . 8001898-0332- Fax: 317/826-7300 -www.thesehneidercorp.com JOHN DOBOSIEWICZ DEPARTMENT OF COMMUNITY SERVICES ONE CIVIC SQUARE CARMEL, IN 46032 DATE: JOB# PROJECT: RE: FAX# TELEPHONE: 02/13/02 3690.001 CLAYBOURNE, SECTION 1 WE ARE SENDING YOU: lS]Attached Via: 0 Mail D Fed Ex 8J UPS 0 Courier 0 Pick Up 0 Other 0 Fax _Sheets # Copies Date Description 1 SECONDARY PLAT FEES THE ABOVE ARE TRANSMITTED as checked below: o For approval 0 As requested 0 FOR BIDS DUE [ZJ For your use 0 For review and comment 0 Other REMARKS: FROM: c/-c~ J. Cort Crosby P.E. ~ Project Engineer If enclosures are not as noted, kindly notify us at once. Offices in Indianapolis, Avon, Carmel, and Lafayette, Indiana -;>' ~ Carmel ~ 0\ : ,0-< \ ..... . . /,', '.' Ie , j.~' f< .. , I i' r I . ~ FrZECEIVED 12 2002 DOCS " .' , ' , '.....:.: ,/;-' -- - '-', )~,/.. '--.../ ",,' I \ '....... -------=:.~ February 11, 2002 J. Cort Crosby, P.E. Schneider 8901 Otis Avenue Indianapolis, IN 46216-1037 RE: Secondary Plat & Construction Plans - Claybourne, Section 1 Dear J. Cort Crosby: I have received and reviewed the materials for the above-mentioned project. At the present time, I see nothing in the plans that would hamper law enforce- ment efforts. If we can be of any further assistance to you, please contact us. Respectfu Ily, /ltte/ye.t ']) !crtVt{ Michael D. Fogarty Chief of Police MDF:vb cc: Dept. of Community Services (317) 571-2500 A Nationally Accredit rcement Agency F,,~ (317) 571-2512 U CITY Of CARMEL u 6' , .: ...;,;~ 130 1 ST AVE. SW" CARMEL, INDIANA 46031 (317) 571-2648' FAX (317) 571-2653 February]],2002 The Schneider Corporation 8901 Otis Avenue Indianapolis, IN 46216-1037 RE: Claybourne, Section 1 Dear J. Cort Crosby; We have reviewed the prints for Claybmrrne, Section I and have some corrections to your plans. Also, listed are our standard specifications we the City Utility require. As-builts, which include both sewer collection and water service measurements are due to be turned into the distribution and collection office at the time the water is due to be turned on. We wiII also need 3 sets of as-builts. Posi-Caps or the equivalent is now required on all water valve installations. You will need to call for an on site meet with the inspector. You will also need to have an approved stamped set of prints before starting any construction. Sewer Corrections: Water Corrections: 1. Add 8" Gate Valve west side of Tee at Lamana Place. 2. 48" of cover will be sufficient. 3. Add 8" Gate Valve at the Tee for Yancey Place. Should you have any questions or would like to schedule ajoint meet, please feel free to contact us at 571-2648. . ~. - ~._-- .. Sincerely, ~ ~?{~ Paul Pace Water Distribution Supervisor ] im Haag Sewer Collections Supervisor u ;.' U -,,'\..U2LI ,~~- - -l I ,,~ \/ . ~", (j""'v ! -..( ,/ h,,~... ,. ~~/ /~ RECEIVED "~ CARMEL/CLA Y TECHNICAL ADVISORY C["IgMITT~E AGENDA \f1 DOCS ,/~/ '\ >, A(;'/ '-(/):, ~--, / Date: February 20,2002.. -v,;.~2T;.T\SJ:Y Place: Department of Commumty ServIces Conference Room ~-' 3rd Floor - Carmel City Hall g.oo FI m Pier 1 Imports (Building Modifications) Petitioner seeks to alter the architectural design approved as part of Qocket No. J 1 1-87 ADLS. The site is located at 715 East Carmel Drive. The site is zoned B-8/business and is located within the SR 431 !Keystone Avenue Overlay Zone. FiLed by Glenn Golson, Jr., of Architecture + tor Pier I Imports. q.?o l'l m Miner Auto Care (Building ExpansioD & Site Improvements) The applicant seeks approval to construct an addition to an existing building. The site is located at 434 South Rangeline Road. The site is zoned 1-I1lndustrial (part) and B-IfBusiness (part). Filed by Ryan McNeeLy of Design & Build Corp. for Miller Auto Care. 9'40 am Forest Dale 'Elementary (Building Expansion & Site ImpJ'ovements) The applicant seeks approval to construct addi:tions to an existing building and site improvements. The site is located at 10721 Lakeshore Drive West. The site is zoned S- 2/Residnetial. Filed by Jeff Bolinger of FanningIHowey Associates, Inc. for Carmel/Clay Schools. 10'00 H m Danbury Estates PlatVacation (plat Vacation) Petitioner seeks to vacate a portion of the Danbury Estates Subdivision including Lots 24 through 32, and a portion of the right-of-way of Durham Drive and Dublin Drive. The site is generally located a the southwest comer of the Danbury Estates Subdivision in the City of Cannel. The site is zoned PUD and R-41 Residence. Filed by the Board of Commissioners of Hamilton County. 10-30 am Western Hills Subdivision (priinary Plat) The applicant seeks approval to plat a IOI-lot residential subdivision on 80::1:: acres. The site is located on the southeast comer of West 141 <:t Street and West Road. The site is zoned S- IlResidential. Filed by Dennis Olmstead of Stoeppelwerth & Associates, Inc. for Platinum Properties L.L.C. 11'OOam Village ofWestClay (Rezone and Primary Plat Amendment) The site is Located within the Village of West Clay. The site is zoned POO/Planned Unit Development. Filed by Jose Krutz of Brenwick TND Communities, LLC. 11'20 a m Village of West Clay, Section 5001 (Secondary Plat & Revised Area Layout) The site is located at the southeast corner of 13151 Street and Towne Road within the Village of West Clay. Th~ site is zoned PUDfPlanned Unit Development. Filed by Keith Lash of the Schneider Corporation for Brenwick TND Communities, LLC 11'40am Claybourne E~tates"Section 1 (SecOl,ldary Plat and Construction Plans) The site is generally located at the northwest corner of SheLborne Road and West 13] st Street and on the south side'of 131 Sf Street y.. mile west of Sbelborne Road. The site is zoned S-I!Residence - Estate. Panhandle Eastern Pipeline Co. has no company Facilities involved' this project ~. _J:..LI-O~. Sign.' Date +- 1~ {~ 9L 1e- v-{L {L 4C- u u " page 2 of 2 TechnicalAdvisory Committee Agenda February 20, 2002 Filed by Cort Crosby of The Schneider Corporation for Boomerang Development, LLC. u y, rr'<ll:'~~~ ~'~> Jj~':~~';"~l~~.7-~':-::- it'~.>~ ~ < ~~~;:', J l' ~ p ,'.} I .:~~~~~O~~;~~OO~.~I"~:'":- ";;..,' ~ ~t-..... m'.".. _" ~ ~ OJ .( ~'., ) .~~~., "'i"..M . '. Ete~m~nt,~~omml,in~'$~!"{i~~~: '" , Ji::'";; p':; ~~)" ~~~...B; "1.:' ~ <>;;~~ '''~.::':~, (R~~ ">,,~ i.~ M~';~ ::,,'n .:_'. -,,~.0t1~~. ,,~! One Civic Square Carmel, IN 46J32 (317) 571-2417 Fax: (317) 571.2428 To: ~U ~C)~i Fax: ~ c:r ~-~~'O From: ~ ~ Page.s~ ,0 . Phone: Date~. 02.- II-e'~ -~ C\ q tll-~l-L:L . -- .Re~ ;2- doc -oa. ~ ~(L A... ftl)$;;A CC: D Urgent 0 Far Review 0 p.Jease COh1h1ent 0 Please Reply CI Please Recycle P L e. ""'"Jo& ~_. )[ ~ ~U A". fA. · C!...L"-'l ~~ E~7"~.,..e~ (~~ ~ ~~,~~~~~ '~l.~~) 'i'- U ~ , 3 ' 1t;J.., -..(~ ~. f. '\;/), Transmittal ,{ fEZECf/Vfo '\~\ Do~ 2fH12&J en: ?);. _/\:fJ Historic Fort Harrison, 8901 Otis Ave., Indianapolis, IN 46216-1037 0 Telephone: 3171826.7100 /) 800/898-0339-R~~31(na26~i300 ~.L.---'" .www.theschneidercorp.com JOHN DOBOSIEWICZ DEPARTMENT OF COMMUNITY SERVICES ONE CIVIC SQUARE CARMEL, IN 46032 DATE: JOB# PROJECT: RE: FAX# TELEPHONE: 02/04/02 3690.001 CLAYBOURNE, SECTION 1 WE ARE SENDING YOU: [gJAttached Via: D Mail D Fed Ex [gJ UPS D Courier D Pick Up D Other D Fax _Sheets # Copies Date Description 2 SECONDARY PLAT AND CONSTRUCTION PLANS 1 SECONDARY PLAT APPLICATION 1 DEVELOPMENT REPORT THE ABOVE ARE TRANSMITTED as checked below: [Z] For approval D As requested D FOR BIDS DUE D For your use D For review and comment D Other REMARKS: FROM: ~. (~~)~ J. Cort CrO~by P.E. (, Project Engineer If enclosures are not as noted, kindly notify us at once. Offices "n Indianapolis, Avon, Carmel, and Lafayette, Indiana ~ u u Urban Forester comments T AC Agenda for Feb. 20, 2002 Pier One Imports - Property is zoned B-8 and is the 431 Overlay district. No landscape plans received. Current ordinance requires buffering requirements ofD on the Keystone and Carmel Drive perimeters, B on the west side, and A on the south side. Several changes to the landscape' areas have been made since the 1987 approval, including removal of some landscaping areas in front for parking. Though there is some landscaping in place that needs to be preserved, but it does not meet current requirements. Areas of concern: lack of trees in the 30' greenbelt along Keystone Miller Auto Care - No landscape plans received. Property is zoned I-I and B-l. Current ordinance requires side yards of at least 5 feet and buffering requirements of A or B (3 shade trees, 3 or 2 ornamental trees, and 9 or 15 shrubs, per hundred linear feet). If existing streets are to be disturbed by construction, a plan for their movement or replacement must be submitted. Forest Dale Elementary School- Surrounding properties zoned S-2 residential. Current ordinance requires perimeter buffering standard D (5 shade trees, 5 ornamental trees, and 27 shrubs or 9 evergreens per 100 linear feet). There are no planting "notes" or specifications on the plans. They must be submitted, including items such as the removal of the stakes and wires within one year. Planting details must specify that the root flare (not root ball) is to be planted at or slightly higher than grade. Root ball should not be covered or mounded over with clay "topsoil". Crabapple variety "Snowdrift" should not be used, approved alternative should be chosen. Along the north perimeter between the property line and the parking lot, there is a storm sewer and an underground gas line running parallel to the drainage swale. This may present a conflict to planting Ash trees along the parking lot. Existing plants to remain should be marked on the plans as such. Danbury Estates Plat vacation - No comments at this time. Western Hills SubdiVIsion - Have not received landscape nor open space plans yet. Village of West Clay and Se.ction 5001- Have been meeting with Park Pifer, landscape director for Brenwick, on plans and comments Claybourne Estates, Section 1 - Have not received secondary plat and construction landscape plans yet for review ~. CARMEL/CLAY PLAN COlvL\flSSION 2002 MEl\1BERS ".'to ~~~. ANDERSON, Marilyn, President 3884 Shelbome Court Carmel IN 46032 E-Mail: Banker@NetDired.Net Telephone: 873-6022 Township Appointment Exp. 12-31-2002 FLANDERS, Linda A. 14285 Oakbrook Court Carmel IN' 46-33 e-Mail: Iflan621(@.aol.com Telephone: 846-0106 Mayoral Appointment Exp. 12-31-04 CHOMANCZUK, Jeny 5208 Lake Point Drive Carmel IN 46032 Telephone: 575-9377 Mayoral Appointment Exp. 12;.31-2003 . HANEY, Wayne 11620 Victoria Court Carmel IN "46033 E-Mail: Wbanev1393@aolcom Telephone: 566-'1380 City Engineer Appointment 12-31-2003 CREMEANS, David A. 9810 Greentree Drive Cannel IN 46032 E-Mail: DavidCfo/WindowsAndSidine:.Com Telephone: 875-8030 Township Appointment Exp. 12-31-2003 MAILING ADDRESS: Windows & Siding ofIrtdpls. 5041 West 96th Street Indianapolis IN 46268 HOUCK, Ron 315 West 107th Street Cannel IN 46032 E-Mail: REHotlck(a)Lillv.com. Telephone: 844-4515 Township Appointment . Exp. 12-31-2002 DIERCKMAN, Leo 12310 Windsor Drive Carme1lN 46033 E-Mail: Ldierc1ahan@.aol.com Telephone: 580-1294 Mayoral Appointment Exp. 12-31-2002 KESTNER;E. Nicholas ill (Nick) 2123 West 106th Street Carmel IN 46032 E-Mail: icaceJl@jll-motion.net Telephone: 846-9142 Township Appointment Exp. 12-31-2003 KNOLL; Dianna" 1305 Smokey Row Lane Carmel IN 46033 E-Mail: dkk49@hotrnail.com Telephone: 844-9033 Mayoral Appointment Exp: 12-31-2005 S:\PlanCommission\Miscinfo\pcmembers2001 CARMEL/CLAY PLAN COM::MISSION 2002 MEMBERS I~. , . , ~' -~ MEIGHEN, Norma 11015 Lakeview Drive Cannel IN 46033 Telephone: 844-1057 _ Mayoral Appointment Exp. 12-31-2002 WILSON, Wayne A. 24 Wilson Drive Carmel 1N 46032 E-Mail WAWilson14@aol.com Telephone: 844-9170 City Council Appointment Exp. 12-31-2004 PEARSON, Maureen D. 3705 Sumter Way CarmellN 46032 Telephone: 587-3705 Township Appointment Exp. 12-31-2003 RICE, Pat 9659 Wild Cherry Lane Indianapolis IN 46280 . E-Mail: patr@kiva.net Telephone: 846-7770 Township Appointment Exp. 12-31-2002 HANCOCK. Ramona Administrative Assistant Plan Commission One Civic Square Cannel IN 46032 E-Mail: rhancock@cLcannel.in.us Counsel. Plan CommissionJBZA MOLITOR, John R. 11711 North Meridian Street Suite 200 Carmel IN 46032 Telephone: 843-5511 -Sl'RANGER, Paul L. Six Shady Lane _ Cannel IN 46032 Telephone: 846-7741 Ed. of Public Works Appointment Exp.12-31-2004 Mayoral Appointment - 4 yrs. Council Appointment - 4 yrs. City Engbleer Appointment.. 4 yrs. Rd. of Public Works - 4 yrs. Towlilship Appointment - 2 yrs. Parks Board Appointment .. ~ year REVISED 1-08..02 S:\PlanCommission\Miscinfo\pcmembers200 1 . CARMEL/CLAY PLAN COIliill1ISSION 2002 :MEMBERS ~ . _r ~. V , .:t SUBDIVISION COMl\flTTEE SPECIAL STUDY COMMITTEE Dave Cremeans Linda Flanders Wayne Haney Ron Houck Norma Meighen Maureen Pearson *Parks Board Appointment Jerry Chomanczuk Leo Dierckman . Nick Kestner Dianna Knoll Pat Rice Paul Spranger Wayne Wilson * Appointment yet to be made **Marilyn Anderson, ex-officio DATED: January 25, 2002 12:15 PM S:\PlanCommission\Miscinfo\pcmembers2001