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Home My WebLink AboutCorrespondence U. BARNES & THORNBURG -~~ \.;"J jJ\.' ~R "?' \ David R. Warshauer (317) 2][.7346 Email: dwarshau@btlaw.com .1 on C. Dobosiewicz Planning Admin i strator City of Cannel Departmenl of Community Services One Civic Square Carmel, Indiana 46032 Dear Jon: u O~ ~,\V [ I South Meridian Street Indianapolls. Indiana 462.04-3535 USA. (J 17) 2.36.l3LJ Fax (317) 23L. 7433 www.btlawcom March 9, 2004 r, j.( ,1.,./'". . l"-,- 1Jil/..... ""IJ . , ^ ,}, Uo...-; ":'i~,f '-'S --: ~-{ Enclosed please find a mylar of the recorded Wexley Chase plat for your offices' files. If you need anything further, please let me know. DRW/rlj Enclosure INDSOI DRW 655514vl Indianapolis 5Duth Bend Elkhart Fort Wayne Chicago Washington, D.C. ~:>;"'-' . \, .~ .\ \- ~, - ,- I /:;"j I. /--......~' /~...i../ , " / . U BARNES & THORNBURG u 11 South Meridian Street Indianapolis, Indiana 46204-3535 U.S.A. (317) 236.1313 Fax (317) 2.31-7433 David R. Warshauer (317) 231- 7346 Email: dwarshau@btlaw.com www.btlaw.com ~;~ , , \ -,j i , ! <:r _ ..' f To the Persons Listed on the Attached Distribution List * r_,~tr.f'Jl/r/) ;- ~-I . ").'j '"[:1, ", DOCS . Febmary 18, 2004 Dear Angela, Wade, Jon, Matt and Lance: Enclosed for each of you is one file-marked copy of the Declaration of Covenants and " Restrictions and recorded Plat for Wexley Chase. We will be waiting for the mylar back from the recorder's office. I understand that the mylar goes to the Depmiment of Community of Services. If you have any questions or comments regarding the enclosed, please let me know. Sincerely, DRW Irlj Enclosures Indianapolis Fort Wayne South Bend Elkhart Chicago Washington, D.C. /lo u u VIA U. S. MAIL DISTRIBUTION LIST VIA FEDERAL A-xPRESS Angela Tempel, Esquire lee Miller One Anlerican Square Indianapo lis, IN 46282 Wade R. Nichols, Esquire Morgan & Associates, Inc. 540 Westfield Road Noblesville, lndiana 46060 VIA U. S. MAIL V1A FEDERAL EXPRESS Mr. Jon C. Dobosiewicz PImming Administrator City of Cannel Department of Community Services One Civic Square Cannel, Indiana 46032 Mr. Matthew Lohmeyer Pulte Homes 11590 North Meridian Street, Suite 530 Cannel, IN 46032 VIA Us. MAIL Mr. Lance Ferrell Banning Engineering 698 Tower Road, Suite 100 Plainfield, IN 46168 INDSO! ()I{W 650546vl BARNES & THORJ'lBURG " FEB. 10, 2004 12: 49PM BARNES THORNBURG 317-231-7433 (j NO. 758 P. 1/2 u , ! BARNES&THO~NBURG btlaw.com 1 11 South Meridian Street Indianapolis. Indiana 46104-3535 (317) 236-1313 Fax Number: (317) 231-7433 FAX CO"VERSHEET TO; NAME Dick Hill COMPANY NAME Cannel Department of Engineering City of Cannel TELECOPY NO. 571-2439 ~ I FROM; David R. Warshauer I DIRECT DIAL: 317-231-7346 I DATE: February 10, 2004 ~ i NUMBER OF PAGES (lNCLUDING THIS COVER SHEET): 2 lfyou ha'<1: difficultyTe~civing thiB fax, pl~e cDuiBamcs & ThC7tJQyrg ilt(JKON) 317-:.!3l-14!lj and aslc for ~ ! cc: Jon Dobosiewicz 571-2426 E-MAIL: david.warshaner@btlaw.com lIME SENDING: anw Response: Once received: Please dfliver J..qunediately. CLIENT# 32435 , Cl Original to follow by mail MATTER# 1 I ~ Original vrill not follow by mail CONFIDENTIALITY NOTICE: ThidmeSliage is for the exclusive 1.lSC of tht: individual O~ entity to which it is addressed and is confidential. If you are no the add1:essee or I.ID. employee Qr agent of the addressee responSlble fqr doli_'t to the .dd",,,., pl<.., do not . we. m..el"'~ """y Of dUtribUk th" """_ on<! do not.... =y ,,"on ;" reliance upon it. If you hsve re<:eived this me~ase in error, please notify .us immedill.~y by telephone (collect) to arrange for its retum. We do not intend to waive any Il.Jornoy-client or worI( product privilege by thetran$:\'Disslol'l of this mesal1ge. Chicago Elk'MIu Fort Wayne !Grand Rapids Indianapoli. South Bend Washington, D.C. I Rou.te to: Resa. Jenkins r f , i I ,I I I F E 8. 1 0, 2004 1 2 : 4 9 PM B^ D N E S THO R N 8 U R G 31 7 - 2 31- 7433 BARNES &TH~BURG David a. Wanluuer (jI7) 231-7~46 Email: QWllt6MU@bda"',l::om JI1A FACSIMILE Dick B. Hill Carmel Department of Engine g One Civic Square Cannel, IN 46032 RE: C-!;x1ey'Chase/ u NO, 758 p, 2/2 n Sooth. Mllridian StWlt In.di.anapol/S, India~ 46Z0+3SJS U.S.A. {J 17) 236.1Jl3 Fax (317) 231.7433 C1tlcago February 10, 2004 2 (Y: ~a / ~/ pt y~ ( n\Jt.U \~ 1=/ ~tC; ~ 1'I(\1\~ - "/,.\1\)'1 \t?J J. ~ \j\)\.;'S ~7S ",' I Dear Dick: ~ By this letter, We are form y requesting that the Carmel Board of Public Works approve the seeondary plat for Wexley Ch Se at its meeting on February 16, 2004. The original mylar of the plat and copies have been sent by overnight mail to Jon Dobosiewicz. Thank you very much for your co~).Sideration. ~ Davi.d R. Warshau I I I sluth Bend I Blkhare DRW/dj cc: Jon Dobosiewicz wt>$Ol DRW 64827~Vl India.napoUs Fl'lrt Wayne www.bclaw.C<lm Washingmn, D,C, FEB-10-2004 13: 20 FROM: HAMIL TD" CD HWY DEP 3177769814 U ...' :'" TOO 7 571 2426 P.001/002 HAMILTON COUNJ)Y~II (~7 It ~ HIGHWAY DEPARTMENT~tJJ\~tJJ !~ H-~ ~Q ~~M UGCS FAX TRANSMITTAL SHEET NUMBER OF PAGES (INCLUDING THIS COVER): 1 TO: Jon Dobosiewlcz DATE: February 10. 2004 571-2426 L3171776..9814 COMPANY: ~De.pt. of Gommunibl Service fAX #: FROM: Steve Broermann FAX #: SUBJECT: ~leV'~ha$e.-.7 COMMENTS: b35f 31 " Jon I have received all .of the necessary bondIng for the Wexley Chase SubdMslon. The bonds win be present~d to the Board of Commissioners at their next regularly scheduled meeting, which will be held on February 23,2004. If you have any questions or comments, feel free to contact Ilie at your earliest convenience. Thanks. FEB-10-2004 13:2121 FROM:HAMILTO~' CO HWY DEF 3177769814 U -. T007 571 2426 P.002"002 HAMILTON COUNTY HIGHWAY DEPARTMENT February 10. 2004 RE: Maln Street Plaza Site Plan Clay Township Dear Mr. Phil1ips: <;~l~ /<\ /v- ~& " \/ "x:' ) "-'?l.y ~ ,\ I~ ~\\\t\) r-\ .-.j ~t-\f..\f\ l\~~~ -\ 'l-'l \'t~ j,\l L 611 '0r:J..JS l; ~ Mr. Darrell Phillips Insight Engineering, INC. 9765 Randall Drive, Suite C Indianapolis, IN 46280 VIA FACSIMILE - 848-9080 This letter serves to acknowledge receipt of a transmittal-received 2/4/04 eontalnlng the plans for ttle above-men~ioned project. After reviewing the plans the Highway Department has the foHowlng comments: 1. It appears that this project lies entirely with;n the Ilmits of the City of Carmel. Therefore. all future comments should be directed toward the City. If you have any information contrary to this statement. please contact me immediately, If you have any questions or comments concerning this letter, plGase feel free to contact me at anytime. Sin~IY. #;/fh.. " - Steven T~ro8rmann Staff Engineer cc: Jon Doboslewfcz Greg Hoyes G:\USERS\SB\04t:lc\OZ-1 o-C4malnalT99tplaza.doc 1700 South 16'~StrJ:ct Noblcsvllll:, In. 46060 wwW.cp...J:ll.l.miltoll.1 n.U9 Office (317) 773/1170 FlIx (317) 776~9814 '. ... i \ ( \ ON-SIT~V ALVA nON FOR EROSION AND SEDi~NT CONTROL Hamilton County Soil aD? Water Conservation District 1108 South 9th Street, Noblesville, IN 46060 Email at iohn-south@iaswcd.org Ph: 317-773-2181 Fax: 3 I 7-776-11 0 I January 22, 2004 Date: Project Name Wexley Chase Present at Site: Jo1m South, Hamilton Co. SWCD ?~ ,O'J~~ This Report Provided To: GWZ Development 9011 N. Meridian Street Indianapolis, IN 46260 TYPE OF EV ALUA TION: 0 Initial X 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 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 Handbookfor Erosion Control in Developing Areas" or similar guidance documents. Valeoti~ Held Construction Fax: 769-6502 Carmel DOCS File Current Site Information: 95% of earthmoving is completed. Storm, water and sanitary is installed. The roads and curbs are installed. The utilities are being installed. None of the disturbed areas have been temporarily or permanently stabilized. The Following Items Havc Been Evaluated and Assigned a Designation of: S == Satisfactory M = Marginal U == Unsatisfactory NA = Not Applicable Construction Site Management for Erosion and Sediment Control U (1) Disturbed 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) Conveyan'ce channels have been stabilized or protected with appropriate sediment control measures. (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 are being maintained. (8) Public & private roadways are being kept clear of accumulated sediment or tracked soil. (9) Erosion & sediment control measures have been installed and maintained on individual building sites. s u S S S S S N/A Status of Sediment Retention On-Site Site conditions present a high potential for off-site sedimentation. There is evidence of off-site sedimentation. Describe: Satisfactory: Marginal: Unsatisfactory: Not Applicable: X Please Refer to the Comments Section of this Report Definitions The item is currently in compliance with the Rule A concern has been identified; conective action is strongly recollunended to remain in compliance A violation has been identified and the site is not in compliance; conective action is required Does not apply at this stage of construction Rl!Vised 4 /98 "'- ON-srvv ALUATION FOR EROSION AND sEmi . 'IT CONTROL -- COMMENTS PROJECT NAME: Wexley Chase Page 2 The items checked below must be corrected prior to _(past due) , unless otherwise noted. o Install an appropriate sediment control practice between construction areas and lower lying areas. o Replace(Repair silt fence and/or straw bale barriers. o Entrench silt fence (6-8 in.) and/or straw bale ban'iers (4 ---6 in.) and stake straw bales. o Remove accumulated sediment from: 0 sediment traps/basins, 0 behind silt fence/straw bales, 0 around storm drain inlet protection devices, 0 streets and gutters (Do not flush with water) X Temporary seed, fertilize, and/or mulch: All Disturbed areas. o Pennanent seed, fertilize, and mulch areas that are at final grade: o Protect storm drain inlets: curb inlets, drop inlets~ X Reshape and stabilize sides lopes of: 0 sediment traps/basins, X detention/retention basins o Install/Maintain construction entrance(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. X Other Requirements: 1. The permanent outlet for the dry detention basin is not protected. 2. All disturbed areas need to be stabilized with mulch. This report submitted by: John B. South P .E. CPESC Revised 4/98 ( ) ( I r. ON-SITE ~ ALVA TION FOR EROSION AND SEDJ~T CONTROL Hamilton County Soil and Water Conservation District 1108 South 9th Street, Noblesville, TN 46060 Email at iohn-south@ias\vcd.org Ph: 3]7-773-21&1 Fax: 317-776-1101 Date October 30, 2003 Project Name Wexley Chase Present at Site: John South, Hamilton Co. SWCD This RepOli Provided To: GWZ Development 9011 N. Meridian Street Indianapolis, IN 46260 TYPE OF EVALUATfON: 0 Initial X 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 identl'[y areas where additional measures may be required to contra! erosion and sedimentation. Allpractices recommended in this report should he evaluated as to theirfeasibility 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 Handbookfor Erosion Conlrol in Developing Areas" or similar guidance documents. Valenti- Held Construction Fax: 769-6502 Carmel DOCS File Current Site Information: 95(Yo of earthmoving is completed. Storm, water and sanitary is installed. The roads are limed and ready for eurbs and stone. Dry and wet basins are not stabilized. The 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 LJ (1) Disturbed 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 measures. (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 are being maintained. (8) Public & private roadways are being kept clear of accumulated sediment or tracked soil. (9) Erosion & sediment control measures have been installed and maintained on individual building sites. s u s s s s S N/A Status of Sediment Retention On-Site Site conditions present a high potential for off-site sedimentation. There is evidence of off-site sedimentation. Describe: Satisfactory: Marginal: Unsatisfactory: Not Applicable: X Please Refer to the Comments Section of this Report Definitions The item is currently in compliance with the Rule A concern has been identified; cOITective 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 apply at this stage of construction Revised 4 /98 ON-SIT~VALUATION FOR EROSION AND SEOIM~r CONTROL COMMENTS PROJECT NAME: Wexley Chase Page 2 The items checkcd bclow must be corrected prior to _11/14/03 , unless otherwise noted. o Install an appropriate sediment control practice between construction areas and lower lying areas. o Replace/Repair 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 traps/basins, 0 behind silt fence/straw bales, 0 around storm drain inlet protection devices, 0 streets and gutters (Do not flush with water) X Temporary seed, feltilize, and/or mulch: All Disturbed areas. o Permanent seed, fertilize, and mulch areas that are at final grade: o Protect stann drain inlets: curb inlets, drop inlcts X Reshape and stabilize sideslopes or: 0 sediment traps/basins, X detention/retention basins o Install/Maintain construction entrance(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 tJle street shall be removed (do not flush with water) at the end of each work day. X Other Requirements: I. The permanent outlet for the dry detention basin is not protected. 2. All disturbed areas need to be stabilized Witll mulch before winter. This report submitted by: John B. South P.E. CPESC Rel'ised 4 /98 -;;: ( '. ON-SITE,,-fALUATION FOR EROSION AND SEDlt\n CONTROL Hamilton County Soil and Water Conservation ),,{trict 1108 South 9111 Street, NoblesviIle, IN 46D60 Ph:317-773-2181 Fax: 317-776-1101 Date: _8 "l.k' D3 Project Name: IT../?-rCi~:r.....-;-enlJ5~E ~ '--- ---/ Present at Site: John South, Hamilton Co. SWCD, P.:Ju.... 12c)S/'H11IZE This ReportProvldedTo Gw z Deuc.I()DMe~ Vo.l't..,J. /4t.1J. I 9()II N. H e12, D/AA! Sr. I,y DI!1tNAPDLIS. IN "f t&. z. u4~ f) O~5~ 1G\1 C41'~ SP(,fJe..,rJ R'le.. TYPE OF EVALUA nON: o Initial ex- Routine o Follow-up o Complaint This evaluation is intended to assess the level of compliance witli 327 lAC 15-5 (Rule 5). It is also intel1ded to identifJJ areas where additional measures may be required to control erosion and sedimentation All practices recommended in this report should be evaluated as to tlleif 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 "fndialla Handbookfor Erosion Control ill Developing Areas" or similar guidance documents. Current Site Information: 5eDlke#r (3tt511/j INST4t J.ED H'A~j 6RADltJb t) nOD/rib R>/Z1.lJ4W The 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 Q) M U NA (1) Disturbed areas have been adequately protected through seeding or other appropriate erosion and sediment control measures. ([>M S M Q2M S M S M ~M (5)M S I\'1 U NA (2) Appropriate perimeter sediment control measures have been implemented. U CILlt> (3) Conveyance channels have been stabilized or protected with appropriate sediment control measures. U NA (4) Erosion & sediment control measures are installed properly. U~ (5) Storm drain inlets have been adequately protected. U @ (6) Outlets have been adequately stabilized. U NA (7) Existing erosion & sediment control measures are being maintained. U NA (8) Public & private roadways are being kept clear of accumulated sediment or tracked soiL U @) (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 sedimentation. Oescri be: Satisfactory: Marginal: Unsatisfactory: I Not Applicable: o Please Refer to the Comments Section of this Report Definitions The item is currently in compliance with the Rule A concern has been identified; corrective action is strongly recommended to remain in compliance A violation has been identified and the site is not in compliance; correctivc action is required Does not apply at this stage of construction Rl'vi~ed 4 /98 ] .. ON-SIll )VALUATION FOR EROSION AND SEDIM:- "TCONTROL ..... v COMMENTS PROJECT NAME: tJ iE-ICL €Y LtlA SEE Page 2 The items checked below must be corrected prior to , unless otherwise noted. o Install an appropriate sediment control practice between construction areas andlo"ver lying areas. o Replace/Rcpalr silt fence and/or straw bale barriers. o Entrench silt fence (6-8 In.) and/or straw bale bmriers (4 -6 in.) and stake straw bales. o Remove accumulated sediment from: 0 sediment traps/basins, 0 behind silt fence/straw bales, 0 arollnd stom1 drain inlet protection devices, 0 streets and gutters (Do not flush with water) o Temporary seed, fertilize, and/or mulch: o Permanent 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 traps/basins, 0 detention/retention basins o Install/Maintain construction entrance(s): o Reshape and stabi lize 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 shan be t'emoved (clo not flush with water) (It the end of each work day. o Other Requirements: This ",,>0" ,,,hmitted by ~ ~,~ RCllised 4/98 () / \ EROS ON AND SEDIMENT CONTR' PLAN TECHNICAL REVIEW AND COMMENT Hamilton County Soil and Water Conservation District 1108 South 9th Street, Noblesville IN 46060 Ph- 317-773-1432 or Email at john-south@iaswcd.org ---~. SUBMITTED BY: GWZ-2 Development LLC 9011 N. Meridian Street Indianapolis, IN 46260 317-573-9301 Mr. Lance Ferrell Banning Engineering 698 Tower Road, Suite #100 Plainfield, IN 46168 0i) 3~,D~/ .-/ PROJECT NAME: &rexl~:YCha$e~boUlstrm~ti:on.lliarisJr REVIEWED BY: John B. South P.E. Certified Professional in Erosion and Sediment Control PLAN REVIEW DATE: 5/12/03 ACREAGE: 29 AC LOCATION: N. side of 126th between Towne and Shelborne Roads LEGAL DESCRIPTION: Sec. 29 TOWNSHIP: 18N RANGE: 3E CIVIL TOWNSHIP: Clay SOIL SURVEY MAP SHEET: 49 The technical review and comments are intended to evaluate the completeness of the erosion and sediment control plan for the project The erosion and sediment control plan submitted was not reviewed for the adequacy of the engineering design. All practices included in the plan, as well as those recommended in Ihe comments should be evaluated as to theirfeasibility by a qualified individual with structural practices designed by a qualified engineer. The plan has not been reviewed for local, state, or federal permits that may be required to proceed with this project. Additional informalion, including design calculations may he requested to further evaluate the erosion and sediment control plan. The erosion and sediment control plan has heen reviewed and it has been determined that the plan: X Satisiies. the minimum requirements and intent of 327lAC 15-5 (Rule 5). Notification will be forwarded to the Indiana Department of Environmental Management. Proper implementation of the erosion and sediment control plan ond inspections of the construction site by the developer or a representative are necessalY to minimize oflsite sedimentation. The developer should be aware that unforeseen construction activities and weather conditions might affect the pe/formance of a practice or the erosion and sediment control plan. The plan must be aflexible document, with provisions to modi./ji or substitute practices as necessalJl. Revised 4 /97 Cc: Carmel DOCS Ha. Co. Surveyor Ha. Co. Highway IDEM File APR-24-2003 11:01 FROM;HAMILTO~ HWY DEP 3177769814 TO:317 571 2426 U P.001/001 HAMILTON COUNTY HIGHWAY DEPARTMENT c;V () _.A)~ ~V\ Aptil24,2003 .' - , I Mr. Lance (;. Ferreri Banning Engineering 6ge Tower Road, Suite 1 00 (Q) Plainfield, Indiana 46168 ~ \r RE: \~hase:.S.ut>"~ivisiQ;~ . Re'1i'tsed.-Col1"Strtl"ctlon-Plans and Secondary Plat N of 126!h Street I E of Shelborne Road Clay TDwnship ~ RECF/VEO APR 24 2003 DOCS Dear Mr. Ferrell: This letter serves to acknowledge receipt of e transmittal received 3/26/03 containing the plans for the above-mentioned project. After reviewing th$ plans the Highway Department has the fOllowing comments: 1. It appears that all comments have been properly addressed. Therefore, the Highway Department request that seven sets of plans be submitted for final approval. The plans should notbs submitted untrl all comment.s from the Hamilton County Surveyor have been properly addressed also. 2. Please be prepared to discuss the coordination of the entrance construction 81 the pre-construction meeting. 3. As a reminder, no construction may begin on~slte until the plans have been approved by t.he Surveyor's Office and Highway Department All inspection fees mus1 also be paid as well. If you have any questions or comments concerning this letter'. please feel free to contact me at anytime. ];lnCe ly, eLI3---- Steven J. Broermann Staff Engineer cc: Jon DObosfewlc:z: Jenny Chapman ----. G;\USEP.$\$B\03t:l-c\04.24-03wElxleyctldlsc.doc 1700 SDuth 10'h Street Noblesvllle, In. 46060 www.Co.hllmlltoD.i.D.US Omee (31.7) 773~1770 Fax (3:17) 77(1-9814 ll. .'" PROJECT NAME: " , ERd~N AND SEDIMENT CONTIL"L PLAN TECHNICAL REVIEW AND COMMENT Hamilton County Soil and Water Conservation District 1108 South 9th Street, Noblesville IN 46060 Ph- 317-773-1432 or Email at john-south@iaswcd.org () Wexlcy Ch",c Construction Plan, :) ~.O ) <:> ~ SUBMITTED BY: G\VZ-2 Development LLC 9011 N. Meridian Street Indianapolis, IN 46260 317-573-9301 Mr. Lance Ferrell Bmming Engineering 698 Tower Road, Suite #100 Plainfield, IN 46168 REVIEWED BY: John B. South P.E. Certified Professional in Erosion and Sediment Control PLAN REVIEW DATE: 4/8/03 ACREAGE: 29 AC LOCATION: N. side of 126th between Towne and Shelbol11e Roads LEGAL DESCRIPTION: Sec. 29 TO\VNSHIP: 18N RANGE: 3E CIVIL TOWNSHIP: Clay SOIL SURVEY MAP SHEET: 49 The technical review aJ7d comments are intended to evaluate the completeness of the erosion and sediment control plan for the project. The erosion and sedimenl control plan submitted was not reviewedfor the adequacy of the engineering design. All practices included in the plan, as well as those rewmmended in the comments should be evaluated as to their feasibility by a qualified individual with structural praclices designed by a qualified engineer. The plan has not been reviewedfor local, state, orfederal permits that may be required 10 proceed with this project Additional information, including design calculations may be requested to furthel' evaluate the erosion and sediment control plan. The erosion and sediment 'control plan has been reviewed and it has been determined that the plan: Satisfies the minimum requirements and intent of 327IAC L5-5 (Rule 5). Notification will be forwarded to the [ndiana Department of Environmental Management. Refer to the comments section for additional information. X Does not satisfy the miriimum requirements and intent of 327IAC 15-5 (Rule 5); deficiencies are noted in the checklist and in the comments section. Deficiencies constitute potential viulations of the rule and must be adequately addressed for compliance. The information necessary to satisfy the deficiencies must be submitted: Proper implementation of the erosion and sedIment control plan and inspections of the construction site by the developer or a representatIve are necessary to minimize off-site sedimentation. The developer should be aware that unforeseen constructIOn activities and weather conditions might ajfect the performance of a practice or the erosion and sediment controL plan The plan must be aflexible document, with provisions to modifj: or sub:>litute practices as necessary. H.evised 4 f 97 PROJECT: Wexley Chase Col)uction Plans Page 2 of3 Yes No x lA x m x IC x 10 x IE Yes No x 2A x 2B x 2C x 2D x 2E x 2F x 2G x 2H x 21 Yes No x comment 3A x 38 Yes No x 4A x 4B X 4C x 4D x 4E x 4F x 4G 4H 41 4J 4K x x x x u ARE THE FOLLOWING ITEMS ADEQUATELY ADDRESSED ON THE PLANS? (All Plans Must Include Appropriate Legends. Scales, and North Arrow) (Items that are Not Applicable to this Project are designated by NA) PROJECT INFORMATION Project Location Map (SholV project in relation to other arem of the county) Narrative Describingthc Nature and Purpose ofthe Project Location of Planned and/or Existing Roads, Utilities, Structures, Highways, etc. Lot and/or Buildi.ng Locations Landuse of Adjacent Areas (Show the Entire Ups/ream Watershed and Acijacent Areas Within 500 Feet of the Property Lines) TOPOGRAPHIC, DRAINAGE, AND GENERAL SITE FEATURES Existing Vegetation (Identify and Delineate) Location and Name of All Wetlands, Lakes and Water Courses On and Adjacent to the Site 100 Year Floodplains, Floodway Fringes, and Floodways (Note if None) Soils Information (Ifhydric soils are present. it is the responsibility of the owner/developer to investigate the existence of wetlands and to obtain permits /i'om the appropriate government agencies.) Existing and Planned Contours at an Interval Appropriate to Indicate Drainage Patterns Locations of Specific Points Where Storm water Discharge Will Leave the Site Identify All Receiving Waters ( If Discharge is to a <",'e{Jarate Municipal Storm Sewer. Identify the Name of the Municipal Operator and the Ultimate Receiving Water) Potential Areas Where Storm water May Enter Groundwater (Note if None) Location of Stormwater System (Include Culverts, Storm Snl'ers, Channels, and Swales) LAND DISTURBING ACTIVITIES Location and Approximate Dimensions of All Disturbed Areas [i,e.. Construction Limits] (Areas Where Vegetative Cover "Phil Be Preserved Should be Clearly Designated) Soil Stockpiles and or Borrow Areas (SholV Locations or l/ote l/None) EROSION AND SEDIMENT CONTROL MEASURES Sequence of When Each Measure Will Be Implemented (Relative to Earth Disturbing Activities) Monitoring and Maintenance Guidelincs for Each Measure Perimeter Sediment ControfMeasures (Location, Construe/ion Detail, Dimensions. and Specifications) Tcmporary Seeding (Specifications: Including Seed Mix, Ferltlizer, Lime. and Mulch Rates) Temporary Erosion and Sediment Control Measures (Location. Construction Detail, Dimensions, and 0/Jecifications) P.ermanent Erosion and Sediment Control Measures (Location, Construction Detail. Dimensions. and Specifications) Storm Drain Inlet Protection (Location Construction Detail, Dimensions. and Specifications) Storm water Outlet Protection (Location, Construction Detail. DImensions. and Specificalions) Stable Construction Entrance (Location. Construction Detail. Dimensions. and Specifications) Erosion and Sediment Control on Individual Building Lots (Specifications) Permancnt Seeding (Specifications: Including Seed Mix, Fertilizer. Lime, and Mulch RaTeS) Revised 4 ! 97 -- ERL"ioN AND SEDIMENT CONTRU PLAN TECHNICAL REVIEW COMMENTS PROJECT: Wexley Chase Construction Plans Page 3 of 3 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 tile "]TUliana Handbookfor Erosion Control in Developing Areas" ft'om the Indiana Department of Natural Resources, Division of Soil Conservation or similar Guidance Documents. 4A & 4C. o The swales at the rear of lots 14 & 15 and lots 9-11 need to be identified in the sequence or on the plan. They need to be installed with the construction of the sediment basins. o All ofthe perimeter protection practices are to be installed with a minimum of land disturbance (the contractor may not build the whole lake). The practices need to have appropriate outlets. So, you need to show sediment basins on the plan that meet the requirements as outlined in the DNR Handbook. The basins need to be located where they can intercept surface flows. (Where they are currently described is ok.) Their discharge outlets mayor may not be the same as the permanent outlet. But the outlet needs to be installed to create a functioning sediment basin. There needs to be enough detail on the plan: contours, finished grades, pipe sizes and invert elevations that the basins can be staked in the field for construction. When the contractor has installed all the perimeter practices, then he can start mass earthwork. . Please provide documentation that the basins meet the storage requirements as outlined in the DNR Handbook. . Note: you may want to use the existing storm sewer at the edge of lake #2 as the outlet for the sediment basin discharge pipe. e Note: You may want to show just the perimeter sediment control practices on a single sheet to better inform the contractor. 40. The existing 18" CMP near the entrance needs to be protected prior to construction. Inlet protection for this structure and the other two storm structures need to be included in the perimeter practices and specified in the construction sequence. Please call if you would like to go over these comments. Note: IDEM will be notified when the plan is approved. Cc: Carmel DOCS Ha. Co. Surveyor Ha. Co. Highway File -u ENGINEERING Banning Engineering, P.C. . 698 Tower Road, Suite 100 . Plainfield, IN 46168 Phone: (317) 839-2581 .. Fax: (317) 838-9171 " E-mail: banning@banning-eng.com March 26, 2003 Mr. Jon Dobosiewicz Planning Administrator City of Carmel One Ci vic Square Carmel, IN. 46032 ~ RECFIVED APR 12m3 DOCS RF.: doiIil>J:ilI<J_~_W-lSlQii:/ ~ ~ Dear Jon 01~O~~ We have received and reviewed your emailed comment letter date March 25, 2003 and would like to respond at this time. l. ..____... - 2... 3. 4. 5. 6. 7. 8. 9. 10. We added the docket numbers for the primary and secondary plats. We have added the source oftitle. We have added the last revisions and date of submis~:on. We have added area maps per request. Added the legend to all the plans. We have added P.P.A.E. to the common areas. We have revised the title block per request. We have added landscape and signage easements where necessary. We have informed Mark Zukerman a copy of your letter and have informed him to get a revised set of Landscape Plans to you as soon as possible. Same as above. Please find enclosed revised plans and a reduced set for your use. If you have any questions or need any additional information please call... Cc: David Warshaure - Barnes & Thomburg Mark Zukerman - GWZ-2 Development, LLC S:\Projects\02129\docs~ondcarmel3 .doc 3/26/03 ( ) ( \ EROSToN AND SEDIMENT CONTR~ PLAN TECHNICAL REVIEW AND COMMENT Hamilton County Soil and Water Conservation District 1108 South 9th Street, Noblesville IN 46060 Ph- 317-773-1432 or Email at john-south@iaswcd.org -t.,. PROJECT NAME: SUBMITTED BY: Wexley Chase Construction Plans '@WZ.,i2.DeVeloPhleli~ \l..'~ 9(lIiYMerrdian Street Indianapolis, IN 46260 317-573-9301 Mr. Lance Armstrong Banning Engineering 698 Tower Road, Suite # lOO Plainfield, IN 46168 r ..., REVIEWED BY: John B. South P.E. Certified Professional in Erosion and Sediment Control PLAN REVIEW DATE: 3/18/03 ACREAGE: 29 AC LOCATION: N. side of 1261h between Towne and Shelborne Roads LEGAL DESCRIPTION: Sec. 29 TOWNSHIP: 18N RANGE: 3E CIVIL TOWNSHIP: Clay SOIL SURVEY MAP SHEET: 49 The technical review and comments are intended to evaluate the completeness of the erosion and sediment control plan for the project. The ero~ion and sediment control plan submitted was not reviewedfor the adequacy of the engineering design. A If practices included in the plan, as well as those recommended in the comments should be evaluated as to their feasibility by a qualified individual with structural practices designed by a qualified engineer. The plan has not been reviewedfor local, state. or federal permits that mcry be required to proceed with this project. Additional information. including design calculations mcry be requested to further evaluate the erosion and sediment control plan. The erosion and sediment control plan has been revicwcd and it has bcen detcrmined that the plan: Satisfies the minimum requirements and intent of 3271AC 15-5 (Rule 5). Notification will be forwarded to the Indiana Department of Environmental Management. Refer to the comments section for additional information. X 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 violations of the rule and must be adequately addressed for compliance. The information necessary to satisfy the deficiencies must be submitted: Proper implementation of the erosion and sediment control plan and inspections of the construction site by the developer or a representative are necessary to minimize ojfsite sedimentation. The developer should he aware that unforeseen construction activities and weather conditions might affect the performance of a practice or the erosion and sediment control plan. 1he plan must be aflexihle document, with provisions to modifY or substitute practices as necessary. Revised 4 ! 97 PROJECT: Wexley Chase CorWuction Plans Page 2 of3 Yes No x IA x IE x IC X ID X IE Yes No x 2A x 2B x 2C x 2D x 2E x 2F x 2G x 2H x 2I Yes No x comment 3A x 3D Yes No x 4A x 4.8 x 4C x 4D x 4E x 4F x 4G x 4H x 41 x 4J x 4K u ARE THE FOLLOWING ITEMS ADEQUATELY ADDRESSED ON THE PLANS? (All Plans Must Include Appropriate Legends, Scales, and North Arrow) (Items that are Not Applic(lble to this Project are desigllated by NA) PROJECT INFORMATION Project Location Map (Show project in relation to other areas orthe county) Narrative Describing the Nature and Purpose of the Project Location of Planned and/or Existing Roads, Utilities, Structures, Highways, etc. Lot and/or Building Locations Landuse of Adjacent Areas (Show the Entire Upstream Watershed and Adjacent Areas Within 50() Feet oflhe Property Lines) TOPOGRAPHIC, DRAINAGE, AND GENERAL SITE FEATURES Existing Vegetation (ldentify and Delineate) Location and Name of All Wetlands, Lal{es and Water Courses On and Adjacent to the Site 100 Year Floodplains,Floodway Fringes, and Floodways (Note if None) Soils Information (lfhydric soils are present, it is the responsibility of the O>jJner/deve/oper to investigate the existence of wetlands and to obtain permits from the appropriate government agencies.) Existing and Planned Contours at an Interval Appropriate to Indicate Drainage Patterns Locations of Specific Points Where Storm water Discharge Will Leave the Site Identify All Receiving Waters ( l( Discharge is to a Separate MuniCIpal Storm Sewer, Identifj! the Name rithe Municipal Operator and the lJitimate Receiving Water) Potential Areas Where Storm water May Enter Groundwater (Note ifl'';one) Location of Stormwater System (Include Culverts, ,)'torm SeMlers, Channels, and Swales) LAND DISTURBING ACTIVITIES Location and Approximate Dimensions of All Disturbed Areas [i.e., Construction Limits] (Areas Where Vegetative Cover Will Be Preserved Should be Clearly Designated) Soil Stockpiles and or Borrow Areas (Show Locations or Note if None) EROSION AND SEDIMENT CONTROL MEASURES Sequence of When Eaeh Measure Will Be Implemented (Relative to Earth Disturbing Activities) Monitoring and Maintenance Guidelines for Each Measure Perimeter Sediment Control Measures (Location, Construction Detat!, Dimensions, and Specifications) Temporary Seeding (Specifications; Including Seed Mix, Fertilizer, Lime, and Mulch Rates) Temporary Erosion and Sediment Control Measures (Location, Construction Detail, Dimensions, and Specifications) Permanent Erosion and Sediment Control Measures (Location, Construction Detail, Dimensions, and Specifications) Storm Drain Inlet Protection (Location, Construction Detat!, Dimensions, and Specijications) Stormwater Outlet Protection (Location, Constmction Detail, Dimensions, and Specifications) Stable Construction Entrance (Location, Construction Detail, Dimensions, and Specijications) Erosion and Sediment Control on Individual Building Lots (Specifications) Permanent Seeding (Specifications; Including Seed Mix, Fertilizer, Lime, and lvlulch Rates) Revised 4 I 97 ...- ER~ON AND SEDIMENT CONTRUPLAN TECHNICAL REVIEW COl\11vIENTS PROJECT: Wexley Chase Construction Plans Page 3 of 3 Note: All erosion and sediment control measures shown Oll the plans and referenced in this review must meet the design criterill, standards, and specificatiollS outlined in the "Indiana Handbook/or Erosion Control in Developing Areas" from the lndiaml Department of Natural Resources, Divi,<;ion of Soil Conservation or similar Guidlrnce Document~" Please address items 1 B, 1 E, and 2A 3A. Prefer to see construction limits line on the plans. 4A. Construction sequencing line #4- Identify on the plan the perimeter erosion control features. line #7- Specify temporary seeding of disturbed area after rough grading and prior to installation of storm sewers. line#ll Specify temporary seeding behind curb after curb has been backfilled. 4C. The perimeter sediment control practices need to be sized for the area disturbed and the size of the watershed. Provide calculations to verify design. Use the design standards from the "IDNR Indiana Handbook for Developing Areas." Sediment basins and traps must have an outlet when they are installed. Temporary storage is calculated above the flowline of the outlet structure. Temporary diversion swales are needed to direct surface water into the basins. Outlet protection is needed for the two existing culverts under 126th Street. Note: Silt fence along the north property line is not adequate. Potential flow far exceeds the design standards for silt fence. 4F. A permanent erosion control blanket is recommended between str# 131 and #136. 40. Inlet protection is needed for strs #115 and #120. 41. The home site detail needs to be labeled "Erosion and Sediment Control for Individual Home Sites". Sequencing, seeding and narrative instructions need to be included with the detail. Please include a note to correctly abandon all existing wells on the property. Note: IDEM will be notified when the plan is approved. Cc: Carmel DOCS Ha. Co. Surveyor Ha. Co. Highway File u u Dobosiewicz~ Jon C From: Sent: To: Subject: Akers, William P Monday, March 17,20034:11 PM Dobosiewicz, Jon G; Llllig, Laurence M TAG Meeting I will be unable to attend the TAG meeting on Wednesday March 19th. Below are some comments I would like to have passed on Please: Indiana Development Training Center----No comments Meridian North Medical----- The address for this property will be off , what wiill be corrected as W Smokey Row Rd(not W 136th St). it will not get a Meridian St address. (Ask Laurence for c1arifiaction on this...Public Safety will not allow it to be off of Meridian st unless there is access off of there). The Medical office next door was addressed incorrectly when it was assigned a long time ago. I'm not going to continue addressing incorrectly, just because someone else did it that way. I believe Adam was advised of an address a couple years ago on this. The only change..is it should be W Smokey Row Rd, not W 136th St.(as mentioned above). Mark Swanson Building---Will have to get back with them on address...need to check to make sure the address they say works in that area. Town Pointe----I will need a street name for "A" and "8"(stub street). 1 would like to see a monumnet sign put up as you leave Village of West Clay and enter this neighborhood(President Street). Easier for Public Safety to find it. Wexley Chase----working on addresses now--would like to see Monument signs seperating the two developments they border with(Aberdeen Bend & Hayden Run). Ballantrae-----Need 1 street name Eagle Ridge----Revised addresses completed--if Dave has not received them..please let me know and I can get him the list. Meridian Music-----Still thinking about address assignment.-the previous one give to Gary Murray will not work. .(he is clear). I wHl give him one as soon as possible. Carmel City Center Parcel 2A----No comments at this time...will wait to see future building layouts/plans. Thanks for passing this along. Bill Bil/Akers 911 Operations Supervisor IDACS Coordinator Carmel Communications Center 311st Ave NW CarmeJ,Indiana 46032 Office# 317-571-2586 Voice Mail# 571-2577 FaX# 571.2585 Pager# 365-0061 Cell# 727-8507 1 u u. CARMEL/CLAY TECHNICAL ADVISORY COMMITTEE AGENDA 0,:;'. Z;~~{2;;:/ Date: March 19, 2003 Place: Department' of Community Services Conference Room 3rd Floor - Carmel City Hall C).oo ~ rn C)-20 ::I m 9'40::1 m 10'00 ~ m 10-10;;) m 10-"0 ~ m Indiana Development Training Center (Development Plan) The applicant seeks to construct a building addition_ The site is located at 11075 North Pennsylvania Street. The site is zoned B~5IBusiness_ Filed by Richard.F. Steldt of Richard F. Steldt and Associates for J B. & M. 1. M. ofIndiana, Inc. Meridian North Medical (Development Plan) The applicant seeks to construct a multi-tenant building. The site is located at the southwest corner of 136th Street and US 31. The site is zoned B-5/Business and is within the US 31 Overlay Zone. Filed by Aclam Dehart of Keeler-Webb Associates for F. C. C. Development Corporation. Mark Swanson Building (Development Plan) The applicant seeks to construct a multi-tenant building, The site is located at 550 East 106th Street. The site is zoned B-5/Business and is within the Home Place District Overlay Zone. . Filed by Mark A. Swanson. Towne Pointe (Primary Plat) The applicant seeks approval of a Primary Plat for a 28-lot residential subdivision on 25 .1::r acres. The site is located on the northeast comer of West 131 st Street and Towne Road. The site is zoned S-l/Residence - Estate. Filed by the Elliot Wright Group, LLC. Wexley Chase (Secondary Plat and COlllstruction Plans '31-03 'SP The applicant seeks approval ofa 40-10t residential subdi ion on 29.974:1: s. The site is located on the north side of West 126th Street, 1jz mile weSt 0 Towne Road. The site is zoned S-l/Residence - Estate. Filed by David Warshauer for GWZ-2 Development, LLC. Ballantrae Subdivision (Primary Plat) The site is located on the south side of 146th Street 1/4 mile west of Spring Mill Road. The site is zoned S-I/Residence - Very Low Intensity. Filed by David Barnes of Weihe Engineers, Inc. -Next Page- (;~) ~nvC1jved ~j tJ'''~!!.3 p{()ject qP.,~2/J,.ti2?J~L--' ~-..J{~€:.J.. .......,::;:~V-! ;..-I,~'!'-n;. 9C- Df JJI<'- ~Q.. Dr~ *- MAR-12-2003 15:46 FROM:HAMILTON CO HWY DEP 3177769814 U TOG 571 2426 P.001/004 March 12, 2003 HAMILTON COUNTY HIGHWAY DEPARTMENT ~'vl gq~o3 ~ / ~' Mr. Lance G. Ferrell Banning Engineering 698 Tower Road, Suite 100 Plainfield. Indiana 46168 RE: Wexley Chase Subdivision Construction Plans and Se:condary Plat N of 126111 Street I E of Shelborne Road Clay Township Dear Mr. Ferrell: This letter serves to aCknowledge receipt of a transmittal received 2/26103 containing the plans for the above-mentioned project. After reviewing the plans the Highway Department has the following comments: 1. An Application for Project Review needs to be completed and the appropriate review fees for a Secondary Plat and Construction Plan paid. before any approvals will be granted from this office. 2. Please remove Sharon Clark from the Board of Commissioners signature block and replace her with Christine Altman. 3. The triangular right of way cut at the entrance must consist of two 30' legs. 4. The radius connecting the right of way for the interior street must be a 20' minimum. Curves F & G do not meet the minimum. S. 1$ a guardhouse or similar structure proposed for the entrance that would req uire a common area? 6. The non..access easement must extend north along Tuscany Boulevard to Lots 1 and 40. 1. Before any approvals are granted ror the secondary plat, performance bonds must be submitted for 100% of the construction cost of the following items: Stone Base, HAC Binder, HAC surface. Concrete Curbs and Street Name and RegulaiOry Signs. 8. Please inelude the number of each type of sign required for the" project In the legend on sheet 3. The ONE-WAY sign will be a R6~2 type. An additional 25 MPH sign is needed at the north property line of Lot 21. 9. The crosswalk west of the entrance must be relocated farther to the west to avo1d driver confusion at the subdivision entrance. Both crosswalks must be properly signed with advance warning signs and crosswalk signs at the crosswalk. I ha.ve included cut sheets showing the type of signs Included, Please include the sIgns and the number required af each type In the legend on sheet 3. 10. A swale Is needed along the north side of 126th Street for draInage. Please show the swale and Inolude elevations every 100', 11. The existing 18" CMP at the entrance that Is to be plugged will need to be filled with flowablB fill before it is capped and plugged. Please include this In the note on the plans. l700 South 101:1I Street Noblcsvillc, In. 46060 W1'fW .co.b BlJ)jlton.i.IJ.:PJ! Office (317) 773-7770 F'n)( (317) 776-91H4 MAR-12-2003 15:46 FROM:HAMILTON CO HWY DEP 3177769814 U To::<:n 571 2426 U P.002/004 12. The construction of Tram Lane and Tuscany Boulevard must be continued to the property line. 13. Please locate the asphalt path along 1261/1 Street one foot from the right of way line. 14. Show and indicate the widening along 126th Street on the Grading and Drainage Sheet. 15. Note on the ramp detail that the ramps mus( be concrete. 16. A permit will not be issued to cut 1261h Street for the water main Installation. A push/bore must be used. 17. Include the pavement section for 126ih Street on Sheet 8. 18. Cross-hatching is needed In the Island on 1261h Street. The hatching should be 12" wide yellow lines spaced 20' O.C. 19. Please note that further comments may be necesseryat a later date. If you have any questions or comments conceming this letter, please feel free to con~act me at a'nytlme. Sincerely. ftlp~ Steven J, Broermann Staff Engineer ee: Jon Dobosiewlcz Jenny Chapman G:\USERS\SEI03tdc\03.12.o3wellleych8l!F.l.dcc MAR-12-2003 15:46 FROM:HAMILTON CO HWY DEP 3177769814 U TO:~J7 571 2426 U P.003/004 #(., .....9 ..ll'-" f.,s. ,..- S,,,,, Po 6~ ,~ A CrE;1l1l1$. ,,.IA ~eQlIlrth lf4.G"',rJA"',," r- ~~ I"J.~ p.f ".w. No'''' I",M5 />age 7a.5 . l-("lt.6 n,~4-~ 'VI Il 'VI ~ d ~ V ~ '\01 oo'l ~ XXX FT] W16-2 OR rrx.xxiI W1e.2a. l\mrJJ OR . ([ XXX M)J OR XXX METERS lrSCHOOl~ 84-3 SP.EED LI M IT R2.1 20 METR1C It I SCHOOL II SPEED LI Mil 30 I 8:30A.M. TO 5:30 P.M. OR 8:30 A.M. 54-1 TO 5:30 P.M. OR WHEN CHII.DAEN 54-2 ARE PRESENT OF! WHEN .$4-4 FLASHING School Speed Umlt A$s9mbly 53-1 ~ SCHOOL J] S4-3 REDUCED SPEED AHEAD St:hoolReduced Spood Ahead Assemllly 52.Sa MAR-12-2003 15:46 FROM:HAMILTON CO HWY DEP 3177769814 U TO::"'7 571 2426 U . ~ 'Page ?B-2 December 2000 Table T8..1. Size of School Area Signs ind Plaques ~ MUTeD Conventional Road$ S;gn Cods Minimum Standard_ Special SctH;101 Crossing 51.1 750 x 750 mm ~ goo x 900 mm) 1200 x 12DO mm (30 )( 30 In) (36 )( 36 rn) (49 X 48 inl School Bus Stop Ahead 83.-1 75Q l( 750 mm 750 xf50 mm 900 x 900 mm (30 x ~O In) (30 x30 In) (36 lC 38 In) End $chQQI ;Z:CIlO 55-2 aoo x 750 mn\ €loa x 150 mm 9OD)( 1200 mm (24 x 30 in) (24 X 30 in) (36 " 48 in) Speed LImit (Sohool Usa) R2-1 500 x 750 mm 600 x 750 mm 900 lC 1200 nim (24 J(. 30 In) (24 x 30 In) (36 )( 48 In) Plaque MUTeD Conventional Roads Code Minimum Standard Special 8;30 AM TO 5:30 PM 54-1 600 )( 250 mm 900 x 375 mm 1200 x 500 mm (24 lC 10 in~ (36 x 1;110) . (48 )( 20 in) When Chll~rerl Are S4~2 600 l( 250 mm 900 Jl;.SDO niiYl 1200 x 750 nim Present (24 x 10 in) (36 )( 20 in) (413 x 30 in) School 84--3 600 x ,200 m,n 900 l( 300 mm 1200)\ 400 mm [24 ... 8 in) (36 l( 1.2 In) '~8 ~ 16 In) Whgn FlashIng 84-4 600 x 250 mm eno x 375 mm 1200 II: 500 mm (24 x 10 In) 13B)( 15 In) (46)( 20 In) XXX Feet W16-2 600 x 450 mm 750 x 600 mm 150 x 600 rnm (24 x 1f;1ln) (30 x 24 In) (30 x 24 In) XXX foGlo! W16-:2e 600 );. 300 ITHll 750 lC 450 mm 750 x 460 mill (24 x 12 in) {30 l( 18 I III (30 1C. 18 In) Ahead W16-Sp SOD :II 250 mm ,,- 900 x 500 mm \ 1200 x 750 mm (24 l( 10 In) """- (36'1. ;;:0 In) (48 Ie 30 In) Diagonal Arrow W16-7 eoo )( 300 mm / < 1::11.1l(74~ ll1? 750x 450 mm (24 x 12 In) '-- (30x 18 in) (3D l( 18 In) Metric R2-6p 600 11: 250 mm 900 ll-WO mm 1200 I': 750 mm (24 x 10 11\) (3S x 20 in) (48 x 30 In) )i ~ Soct 7B.03 P.12l12l4/12l04 u u City of Carmel Fire Department Headquarters 2 CIVIC SQUARE CARMEL, INDIANA 46032 Voice (317) 571-2600 Fax (317) 571-2615 Fire Prevention Bureau <:;y ~q ~ 0 ') Lance G. Ferrell Banning Engineering 698 Tower Road, Suite 100 Plainfield, IN 46168 RE\.W~J!:I~Y;@hase S.ub_diY~ LETTER OF APPROVAL The undersigned has reviewed the proposed plans for Wexley Chase Subdivision and has approved the plans subject to the following: 1. After further review of this project, I have no additional requirements at this time. 2. 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: March 10,2003 By: Gary Hoyt, Fire Marshal Carmel Fire Department U BARNES & THORNBURG David R. Warshauer (317) 231~7346 EmaiI: dwarshau@btlaw-corn Ms. Connie Tingley Cannel Department of Community Services One Civic Square Cannel, Indiana 46032 RE: 39-03SP Dear COlmie: u 11 South Meridian Street Indianapolis, Indiana 46204.3535 U.s.A. (317) 236~I3U Fax (Hi) 231-1433 ----~ ~:)~60.--L-L~~ /:;~/ ~ V~~C\ ,~ VED \-----~ Iv)// REeF\ W.ft\ S\. M~R 10 2003 \3 March 7, 2003 ~\ DOCS /!Y V~ /",1 ~("j?'-l ~\:<'Y '~B -'u /" . 't)" I I .1i----- www.btlaw.com Enclosed please find the check for the additional $28.00 filing fee in connection with the above matter. Thank you for bringing it to my attention. DR W/rlj Enclosure iNDSOl DRW 5723.53\'1 Indianapolis Fort Wayne South Bend Sincerely, ~arShauer Elkhart Chicago Washington, D.C. u u One Civic Square Carmel, IN 4€032 (317) 571.2417 Fax: (317) 571-2426 To~~~/d~~ Fax: ;;3/-77'33 Phone: ~ 31 - 73 L/ r;; From: C-~, <3-- 5-0 ::s Pages: Date: Re~ CC~ o Urgent 0 For Review D Please Comment 0 Please Reply o Please Recycle d4 J~r' Wh~ U BARNES &THORNBURG u ] I South Meridian Street Indianapolis, Indiana 46204-3535 U.S.A. n L7l 236.1313 Fax (317) 231.7433 David R. Warshauer (317) 231-7346 Email: dwarshau@btlaw.com www.brlaw.com March 4, 2003 Jon C. Dobosiewicz Planning ,Administrator City of Carmel Department of Community Services One Civic Square Cannel, Indiana 46032 Dear Jon: Enclosed please find the application for secondary plat for Wexley Chase, together with the filing '~ I: ::":1 I"':. I David R. W arsh~lUer DR W /rlj Enclosure /0-'Jl?7G !}''y'!'''~ '(~/ it .,'/'. ;:tt'" Qc~~Nt.\J" ''>~~~\ ~ ,\~ ~ ?~~\'l l.! ~\ \~~~ --I e<1\ Ij"S )"'1 \-;,..<'" n v ,~ \<~ ) V ,,,.^-... /; ~~ -",' :ft.,!'-/, /\ ..<..' ~/ r-,. /' '/ '-/ fr(1"fI,-n3 \ )/ ---..:~--- INIJSOI DRW 568.142v] Indianapolis Fort Wayne South Bend Elkhart Chicago Washington, D.C. u u I &ll~tJm..ent March 4, 2003 Lance G. Ferrell Banning Engineering 698 Tower Road, Suite 100 Plainfield, IN 46168 RE: Wexley Chase Dear Mr. Ferrell: I have received and reviewed the information for the above-mentioned project. At the present time, I see nothing in the plans that would hamper law enforcement efforts. If we can be of any further assistance to you, please contact us. Respectfully ~j).~ Michael D. FOga~- --I Chief of Police MDF:vb cc: Dept. of Community Services CH7)S71.2600 A Nationally Accredit forcement Agency iF"" CHi) ,';71.25,12 I ! ,- MAR 03 '03 03: 26PM P.1/2 O' u ,'Kenton C. 'Ward, Sllrvei,or rl'liOlli! (J17) 776.S4~]5 '/'1.1.1: (317) 776-96:1.$ c.'iIl/tI'IU One :Hamil/all County Sqllllrf J{ohiC~Jlilh', Wdi.fl/112 46060,:<.2.30 March 3, 2003 Banning Engineering Attn: Lanoe Ferrell 698 Tower Road, Suite 100 Plainfield, IN 46168 VIA FACSIMILE~ 838-9171 Re: Wexley Chase Subdivision Dear Mr. Ferrell: We have reviewed the secondary plat, construction plans and drainage report submitted to the Hamilton County Surveyor's office ort February 26, 2003 and have the following comments: 1. Please provide the petition to make the storm sewers regulated. PLease complete and return. I have enclosed the petition. 2. Provide the Non-Enforcement Permit form with the appropriate check. This application is available on our website at www.co.hamilton.in.us. For the walking path to be in the drainage easement yOu will need an Individual Non~Enforeement Permit Application. this is also on our websiw. 3. Submit separate bond$ (or letters of credit) for the storm sewers (itldudil1S SSD), erosion control, and monument and markers. 4, On the Secondl1l)' Plat, provide the surveyor's stamp. S. On the SecondlU)' Plat, for the legal drain easement, call it the J.W. Brendle Drain. 6. On the Secondary Plat, show the existing regulated drain easement. 7. On the Secondary Plat, show the proposed regulated drain eaS0ment 25' from top of bank. 8. On the Grading and Drainage Plan for the dry detention basin, provide sub-surface drains 25' (on center) paralldruns, minimum of 0.5% gradient with 2' min;mmn cover and have a positive outlet downstream of the outlet for the basin. Also, revise your estimate to include the additional SSD. The type: of pipe to use is HOPE. 9. On the Grading and Drainage Plan, show the existing regulated drain easement 10. The easement tor the regulated drain can be reduced to 25' from-top of bank. Call Q~lt on tbe Grading and Drainage Plan the top of bank, change the easement to 2S' and provide 30' from the top of bank of the legal drain to the top of bank of the dry detention basin. MAR 03 '03 03:26PM P.2/2 u u 11. The two outlets into the legal drain appear to be off~site. These outlets will require an easement from the adja~nt property owner. I have enclosed a standard fonn that we use for these types of easements. 12. The pads for lots 12, 131 and 33 em;roach into the drainage easement. Please move the pads outside ofthe easement. 13. On the Grading and Drainage Plan, provide the pipe size, length, slope !IJId type of material. 14. On the Grading and Drainage Plan, provide tbe road names. 1 S. On the Grading and Drainage Plan, include the drainage easements for the lakes and dry detention basin. 16. Show the emergencyspinway and overflow routes for the lakes. 17. Show the slope of the swales. 18. provide SSD risers at the beginning, connections and every 300' . 19. Show SSD to ea.ch lot. 20. Note the upstream off site acreage on the plan. 21, Note the location of any section corners on the Secondary Plat and Grading and Drainage Plan, 22. Provide a landscape plan for our review. Keep plantings out of the drainage easements. 23. For the note on sheet 5 regarding walking the location of the pipe, this needs to be done prior to Our approval so that the location can be provided on the approved construction plans. Please advise this office on when this moeting is to be held~ because a representa.tive from our office will need to be present. 24. We will also need a meeting regarding any necessary improvements to the JW Brendle drain. please advise this office on when you would like to have this meeting. This muting can be done together witll the meeting required in. item #21 . 25. Provide a note on the Grading and Drainage Plan stating~ "Any private tiles found shall be tied into an appropriate oudet". 26. The two outlets into the drain need to he extended to the flow line. Also, provide the elevations of the flow line at the location of the outlets. 27. For end sections 115 and 120, replace with B structure. 28. There does not appear to be adequate drainage in the rear of lots 13..20. Please further address these areas to avoid ponding. 29. The calculations need to show the off~site drainage and the drainage from the woods needs to be taken into account in the calculations. 30. Ail drain.age easements shown on the SecondRrY Plat need to be shown on the Grading and Drainage Plan. 31. Address the drainage on the south side of Common AreaA 32. On the Grading and Drainage Plan, note all adjacent landowners. Please caU me with any questions. Thank you. Sincerely, ~(!j . .. l-{onny~_~ Plan Reviewer Cc: Carmel-Engineer Carmel-DOCS Hamilton County Department of SoH Conservation Services Hamilton County Highway Department -u ENGINEERING Banning Engineering, P.C. .. 698 Tower Road, Suite 100 .. Plainfield, IN 46168 Phone: (317) 839-2581 . Fax: (317) 838-9171 .. E-mail: banning@banning-engcom February 24, 2003 Mr. Jon Dobosiewicz Planning Administrator Dept. Of Community Services City of Camlel One Civic Square Carmel, IN. 46032 RE: WEXLEY CHASE SUBDIVISION y I?[j ~ FE/] %IJtrO bOCS lOOJ Dear Jon: Please find enclosed 2 sets of final construction plan, 2 secondary plats, copies of the dirt balance takeoff sheet and a reduced version of the landscape plan for your review. David Warshauer will be forwarding you the application and fees later this week. I have also sent out construction plans, grading/utility plans and plats to the Technical Advisory Committee Members list. We are planning on attending the March 19th meeting date and would like for you to fax over an agenda when it is complete. If you have any questions or need any additional information, please call... Lance . orrell Project Manager Cc: Mark Zukerman - GWZ Development-l LLC David Warshauer - Barnes & Thomburg S:\PrOjects\02129\docs\joncarmcl2.doc 2/24/03 Feb-12-2003 04: 02pm F rom-VALENT I HELD -, ..... , CDNiRAbT6B/DEVEl6PER FAX 317 769 5525 T-732 P.001/OOZ F-476 Valenti-Held ContractorlDeveloper, Inc. 4937 Fieldstone Drive WhitestoVlIl, IN 46075 phone: (317) 769-6922 Fax: (317) 769-3890 Durgenl Dor Review Dlease Comment 01ease Reply TO: L4-(\J~ PAGES: S"$'3-~rl1 PHONE: .t3;3~ ~ 2.~e ( Re: tAl G"t-W; r ftA-SG (]) ~ y\ -eAlL -rH--uJ oa L /J?OI\>.-rtlTl f'; FAX: F MI~ O~ z z iL"Z. /D?-- / / fROM: DAn: cc: A-,~ b..~L~-o" (2) ~/n;- 4-5 .. ~ S~C:Tv/lA1--l C./h.---p A ~s u,vr ,,.) 4. 58JCOO c, d C vr ~s .foco c.({ ~ U-J~/J u.JAS~) " e C -Jiff5.-01l- ;)fF5/G,IV !:tv ~ 5 -rf2-v ~/vfl..l-l.- L h l--'- ~o ~ (.)/4 tfq zx::(:) c. ;g " MC!1V)VI) 5 OAJ d- ;vJ IiV IVD 4./l.{:;; I- jJjl.l) r;- ~" u ~ r~ JtJ-A T ~ P5() (L. t:?~ ;Jar- A-fft?ML Tv (3t; A , (I. "Z.. D2... fLG1>I:.~ ~ ~ ~J1fI , !2A I s-, #..>4 ~ S I rG: .-.. Ci"T &1 3oc;:O c. '1 I ]10 ~~ S. r;r; '1l*: ~I I..C 4,0a(::l c. "3' I "5'(1 l...- L L. E).\ V /tv G. "EX...C:~S ( A SSUI\.4,I",J6r. ~ 'I"t> ~D 1'5 A 2Dn? C::_'}- A CLU\fl.o.1'i? ') .. I, \ \ \ I ", >> <<> WEXlEY CHASE EARTHWORK BALANCE "-- ..... I I.L "" ANALYSIS <=> SECTION TOPSO'l STRUCTURAL UT'UTY AVAILABlE STRUCTUR.AL NON-sm, TOTAL EXC ESS STRUCTURAL <:> ....... CUT WASTE STRUCTURAL FlU FILL FILL TOPSOJ L NEEDED "" <:> <:> .",: SITE 10500 6800 4000 10800 314<l0 1600 33000 8900 -20600 .... P> LAKE 1 1100 Ilaoo 0 11800 0 0 0 1100 11800 l"- I ~ LAKE 2 1700 18800 0 18800 0 a 0 1700 18800 DETENTION 3 300 1000 0 1000 0 300 300 0 looa C L<> MOUND A 0 0 0 0 0 7500 7500 -7500 0 ..... L<> ID c:n MOUND B 0 0 0 0 0 4200 4200 -4200 0 <0 "-- I"- ..... TOTALS 13600 384DO 4000 42400 31400 13600 45000 0 11000 EXCESS C> -' UJ =<:: c/ ~ z. w -' -<C :> I E o ~ LL. E "'- N <:> ~ C> ..... = "" .... I '" J., 2/12103 2:.27 PM CD LL