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Jan. 5. 2004 9:52AM TNOMPSON COMPANIES = • •]- ERANG DEVELOPMENT January 5, 2004 Mr. Jon C. Dobosiewicz City of Cazmel One Civic Square Carmel, Indiana 46032 13E: @lay;bourne, Sec. Street Widening Dear Mr. Dobosiewicz: No~6064 P. 2/2 RECEIVED JAN 5 DOCS Per cur conversation, this letter is to confirm Boomerang Developments commitment to widen Dolan Way in Claybourne, Section 2. This additional work will include widening Dolan Way to the North approximately six (6) feet at its intersection with Salamone Way and Penniger Drive. Additionally, islands will be installed on Dolan Way at the intersections. The total lineal footage of Dolan Way that is widened will correspond with what is necessary to accommodate the islands. However, from Salamone Way, west, to the edge of Section 2, Dolan Way-will be widened in its entirety. Storm stmctures and curb underdrains will be relocated as necessary. This additional work is proposed to be performed in the Spring/Summer of 2004. All work will be coordinated with The City of Cannel, Hamilton County Highway Department and the Hamilton County Surveyors Office. If you have any questions with regard to this letter, please contact me at your convenience at 849-7607 x103. Sincere yours, Christopher W. Werth, Member Boomerang Development, LL,C cc: Steve Broermann, Hamilton County Highway Department 11911 Lakeside Drive / Flshers, Indiana 480381(317) 849-7807 Jan• 5. 2004 9:52AM THOMPSON COMPANIES \"- ~•1,ERANG DEVELOPMENT FAX: (317) 576-9482 FACSIMILE TRANSMITTAL SHEET DATE: / - 5 - 0 3 TIME: No•6064 P 1/2 Jq~~~~EO oo~s`~ ATTENTION: J o rJ po 3 o s1 L ~•J ~ C~ coMPANY: C'.1-rY o rz ca, e.M~ c FAX NUMBER: S7/ - 24~.G FROM: Cl.}Q~S ~It2~'1-I TOTAL NUMBER OF PAGES 2 INCLUDING COVER PAGE MESSAGE: ~orl, ~•.1out_fl YoJ Pt.rAs~ CALL rn~ 'Tl•1~JN s G'N ¢.15 Note to Receiver Please forward documents to addressee ®mediately apou receipt. Tf these dowments are illegible or incomplete, please contact us at (317) 849-76119. 11911 Lakeside Drive! Fishers, Indiana 46038 / (317) 849-7607 EROSION AND SEDIMENT CONTROL PLAN TECHNICAL REVIEW AND COMMENT Hamilton County Soil and Water Conservation District 1108 South 9`h Street, Noblesville IN 46060 Ph- 317-773-1432 or Email at 'ohn-south iaswcd.or PROJECT NAME: SUBMITTED BY Claybourne Pool Boomerang Development 11911 Lakeside Drive Fishers, IN 46038 317-849-7607 D~©~ a-D Mr. Cort Crosby O~ Schneider Corp. 8901 Otis Avenue Indianapolis, 1N 46216 REVIEWED BY: Johu B. South P.E. Certified Professional in Erosion and Sediment Control PLAN REVIEW DATE: December 23, 2003 Acreage: 1 ac LOCATION: Claybourne Subdivsion LEGAL DESCRIPTION: Sec. 30 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 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 reviewed for local, state, or federal permits that maybe required to proceed with this project. Additional information, including design calculations may be requested to further evaluate 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. Note: The construction sequence doesn't include the building or parking lot. Installing the stone parking lot would provide a mud free environment to stage the site construction. 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 Lhat unforeseen construction activities and weather conditions might affect the performance ofa practice or the erosion and sediment control plan. The plan must be a flexible document, with provisions to modem or substitute practices as necessary. Revised 4 / 97 Cc: Carmel DOCS Ha. Co. Surveyor File, IDEM DEC-18-2003 15:37 FROM:HRMILTON CO HWY DEP 3177769814 T0:317 571 2426 P.001~001 ~~~`{ pP, H,~/~~ HA~IILTOI~ CO~II~ITY ,T~IGHWA Y D,~PAR T/-~1~7YT m4f~ OF 1Np`p~T December 18, 2003 Mr. J. Cort Crosby The Schneider Corporation 8001 Otis Avenue Indianapolis, Indiana 46216-1037 V1A FACSIMILE RE: Clayboume Pool Revised Site Plans N of 131"' Street / 1N of Shelbome Road Clay Township Dear Mr. Crosby: ~~ 1~~/~ 'J; RECF{\IED DEC' i8 2GG3 DOCS This letter serves to acknowledge receipt of a transmittal received 1218(03 containing the plans for the above-mentioned project. After reviewing the plans the Highway Department has the following comments: It appears that all issues with this project have been satisfactorily addressed. If you have any questions or comments conceming this letter, please feel free to contact me at anytime. Sincerely, Steven J. Broermann Staff Engineer cc: Jon Doboslewicz Greg Hoyes O;VU9E{23~9B103gc112.18.03clayhoym~o~.doc 1700 South lOn Street O!"Fce (3l7) 773-7770 Noblesville, ln. 40060 www.co.hamiltoo.tll,l~g Fax (31'77 776-9814 Frank O'Bannore, Governor DM Larry D. Macklin, Director Indiana Department of Natural Resources 42 Division Washington on ton Stree V 265 p 402 W. Washg Street W �L� Indianapolis, IN 46204 -2782 PH: 317/233 -3870 qe) FAX: 317/233 -3882 September 15, 2003 SEA 1 10 1 1 5 pOc Boomerang Development Company 1 I Mr. Corby Thompson 11911 Lakeside Blvd. Fishers, IN 46038 VIA CERTIFIED MAIL 7002 2030 0006 6403 5117 RE �,laybournerSec 2; Hamilton County, Indiana WARNING OF NONCOMPLIANCE Dear Mr. Thompson: This office has been notified by John South, PE District Manager, for the Hamilton County SWCD that your project known as Claybourne Sec. 2 is out of compliance with the National Pollution Discharge Elimination System (NPDES) General Permit Rule 327 IAC 15 -5. It is the intent of the Division to resolve non compliance issues and avoid referring this project to the Indiana Department of Environmental Management (IDEM) for an enforcement action. The rule requires an erosion and sediment control plan be submitted to the Soil and Water Conservation District prior to initiating land disturbing activities. The plan must meet the minimum requirements of the rule. Construction activity associated with this project has commenced without an adequate erosion and sediment control plan. You are currently operating without a permit and are in violation. of 327 IAC 15 -5. Please submit an erosion and sediment control plan that meets or exceeds the minimum requirements of the rule to the Hamilton County SWCD on or before September 22, 2003. The plan should be mailed or delivered to: Hamilton County SWCD John South 1108 S. 9 Street Noblesville, IN 46060 The enclosed On -Site Evaluation documents that an insufficient effort has been made to comply with the conditions and requirements of 327 IAC 15 -5. The report clearly outlines the deficiencies observed at the site and the requirements to bring the project back into compliance. Failure to implement and maintain appropriate erosion and sediment control measures is a serious violation and deserves your immediate attention. It is requested that on or before September 22, 2003 that corrective action is taken to address the deficiencies specified in the enclosed on -site evaluation. Page 1 of 2 Claybourne Sec.2, Hamilton County An Equal Opportunity Employer Printed on Recycled Paper i III Once corrective action has been taken to address the deficiencies, please notify John South so a follow up inspection may be conducted. Staff will continue to inspect this site to monitor progress and assess compliance with the Rule. Timely implementation and maintenance of erosion and sediment control measures is critical in preventing off-site sedimentation. Failure to correct deficiencies associated with this site will result in a referral to the Indiana Department of Environmental Management and the initiation of an enforcement action. If you have any questions regarding the On -site Evaluation or require clarification on any issue, please contact John South immediately at 317- 773 -2181. Since c'''ed" Randy J. Braun, CPESC Chief, Stormwater and Sediment Control Program Enclosure: On -Site Inspection Report cc: John South, Hamilton County SWCD Kenton, Ward, Hamilton County Surveyor Carmel Dept. of Community Services Doug Wolf, Stormwater Specialist Page 2 of 2 Claybourne Sec.2, Hamilton County .41,, ON -SITE EVALUATION FOR EROSION AND SEDIMENT CONTROL Hamilton County Soil and Water Conservation District 1108 South 9th Street, Noblesville, IN 46060 Phone: 317 773 -2181 or Email: john- south @iaswcd.org Date: August 26, 2003 Project Name: Claybourne Sec. 1 2 Present at Site: John South, Hamilton Co. SWCD, Dennis Hooper, Weihe Construction This report was provided to: Chris Worth Dennis Hooper Carmel DOCS Boomerang Development Weihe Construction Surveyor 11911 Lakeside Blvd. Fax File Fishers, IN 46038 TYPE OF EVALUATION: X Initial X Routine Follow -up Complaint This evaluation is intended to assess the level of compliance with 327IAC 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 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 documents. Current Site Information: 75% of the rough grading is completed. The north west pond is 85% completed. Swales are cut to direct water to the sediment basins. The north central sediment basin is cut but the outlet is not installed. 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 U (1) Disturbed areas have been adequately protected through seeding or other appropriate erosion and sediment control measures. U (2) Appropriate perimeter sediment control measures have been implemented. N/A (3) Conveyance channels have been stabilized or protected with appropriate sediment control measures. S (4) Erosion sediment control measures are installed properly. N/A (5) Storm drain inlets have been adequately protected. N/A (6) Outlets have been adequately stabilized. S (7) Existing erosion sediment control measures are being maintained. S (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 X Site conditions present a high potential for off -site sedimentation. There is evidence of off -site sedimentation. Describe: X Please Refer to the Comments Section of this Report Compiled By: John South Definitions Satisfactory: The item 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 ON -SITE EVALUATION FOR EROSION AND SEDIMENT CONTROL COMMENTS PROJECT NAME: _Claybourne Sec. 1 2 Page 2 The items checked below must be corrected prior to _past due unless otherwise noted. X Install an appropriate sediment control practice between construction areas and lower lying areas. Complete the sediment basin at the north end of the site. Basin is cut but the outlet is not installed. 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: sediment traps/basins, behind silt fence /straw bales, around storm drain inlet protection devices, streets and gutters (Do not flush with water) X Temporary seed, fertilize, and/or mulch: Rough grading is nearing completion and needs to be seeded. Permanent seed, fertilize, and mulch areas that are at final grade: Protect storm drain inlets: curb inlets, drop inlets_ Reshape and stabilize sideslopes of sediment traps/basins, detention/retention basins Install/Maintain construction entrance(s): Reshape and stabilize conveyance channels: X 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. Other Requirements: All homes under construction need a perimeter barrier along the curb, stone entrance and inlet protect. Pump for dewatering may need a discharge bag and floating suction intake. Because the project started without an approved plan and the basic perimeter practices have not yet been fully installed, I am recommending a Notice of Violation for this project. Report Prepared By: John B. South P.E. CPESC Revised 4 98 EROAN AND SEDIMENT CONTR, PLAN TECHNICAL REVIEW AND COMMENT Hamilton County Soil and Water Conservation District 1108 South 9 Street, Noblesville IN 46060 Ph- 317 -773 -1432 or Email at john- south@iaswcd.org PROJECT NAME: Claybourne Sew o c J) SUBMITTED BY: Mr. Cort Crosby Boomerang Development Schneider Corporation 11911 Lakeside Ave. 8901 Otis Avenue Fishers, IN 46038 Indianapolis, 46216 1 317 849 7607 REVIEWED BY: John B. South P.E. Certified Professional in Erosion and Sediment Control PLAN REVIEW PROCEDURE: Site Visit Date: Plan Review Date: August 19, 2003 Acreage: Ac LOCATION: 131 Street, V2 mile west of Shelborne Rd. LEGAL DESCRIPTION: Sec. 30 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 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 reviewed for local, state, or federal permits that may be required to proceed with this project. Additional information, including design calculations may be requested to further evaluate 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. 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 off-site sedimentation. The developer should be aware that unforeseen construction activities and weather conditions may effect the performance of a practice or the erosion and sediment control plan. The plan must be a flexible document, with provisions to modifi or substitute practices as necessary. Revised 4 97 EROSION AND SEDIMENT CONTROL PLAN TECHNICAL REVIEW COMMENTS PROJECT: Claybourne Sec 2 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 the "Indiana Handbook for Erosion Control in Developing Areas from the Indiana Department of Natural Resources, Division of Soil Conservation or similar Guidance Documents. Comments: Spot elevations are needed to correctly stake the temporary diversion swale along the west property line. The construction sequence is very good. However, it ends before the construction of utilities and final grading and seeding of all lots. Cc: Carmel DOCS Ha. Co. Surveyor Ha. Co. Highway IDEM File ON-SITE EVALUATION FOR EROSION AND SEDIMENT CONTROL Hamilton County Soil and Water Conservation District ] 108 South 9°i Street, Noblesville, IN 46060 Phone:317-773-2181 or Email:john-south@iaswcd.org n ,I 1 Date: August 26, 2003 O~~ Y\ o , .. 4~ ~. ~ •~, •e. Project Name: aj;b0,11Y'1101S0C: 1~&YZ / `~, O l Present at Site: John South, Hamilton Co. SWCD, Dennis Hooper, Weihe Construction This report was provided to: Chris Worth Dennis Hooper Carmel DOCS Boomerang Development Weihe Construction Surveyor 11911 Lakeside Blvd. Fax File Fishers, IN 46038 TYPE OF EVALUATION: X Initial X Routine Follow-up Complaint This evaluation is intended to assess the level of compliance with 327IAC 15-5 (Rule 5). I! is also intended fo identify areas wltere additional measures may be required to control erosion and sedimentation. A[I practices reeommemled in this report should be evaluated as to their feasibility by u qualified individual with structural practices designed by a qualified engineer. All erosion and sediment cotttrnl measures shall meet the design criteria, standards, and specifications outliner! in the "Ltdiann Hmedbook for Erosion Control in Developing Areas" or sirnilur guidance documents. Current Site Information: 75% of the rough grading is completed. The north west pond is 85% completed. Swales are cut to direct water to the sediment basins. The north central sediment basin is cut but the outlet is not installed. 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 U (1) Disturbed areas have been adequately protected through seeding or other appropriate erosion and sediment control measures. U (2) Appropriate perimeter sediment control measures have been implemented. N/A (3) Conveyance channels have been stabilized or protected with appropriate sediment control measures. S (4) Erosion & sediment control measures are installed properly. N/A (5) Storm drain inlets have been adequately protected. N/A (6) Outlets have been adequately stabilized. S (7) Existing erosion & sediment control measures are being maintained. S (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. Stah~.of Sedi ant Retention On-Site `.~ X Site co ditions present a high potential for off-site sedimentation. re~i evidence ofoff-site sedimentation. Describe: X Please Refer to the Comments Section of this Report Compiled By: -John South Definitions ' Satisfactory: The item 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 ON-SITE EVALUATION FOR EROSION AND SEDIMENT CONTROL PROJECT NAME: _Claybourne Sec. ] & COMMENTS Page 2 The items checked below must be corrected prior to ~asf due ,unless otherwise noted. X Install an appropriate sediment control practice between construction areas and lower lying areas. _ -Complete the sediment basin at the north end of the site. Basin is cut but the outlet is not installed. 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: sediment [raps/basins, behind silt fence/straw bales, around storm drain inlet protection devices, streets and gutters (Do not flush with water) X Temporary seed, fertilize, and/or mulch: --Rough grading is nearing completion and needs to be seeded. Permanent seed, fertilize, and mulch areas that are at final grade: Protect storm drain inlets: curb inlets, drop inlets- Reshape and stabilize sideslopes of : sediment traps/basins, detention/retention basins Install/Maintain construction entrance(s): Reshape and stabilize conveyance channels: X 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. Other Requirements: All homes under construction need a perimeter barrier along the curb, stone entrance and inlet protect. _Pmnp for dewatering may need a discharge bag and floating suction intake. -Because the project started without an approved plan and the basic perimeter practices have not yet been fully installed, I am recommending a Notice of Violation for this project. Report Prepared By: John B. South P.E. CPESC Revised 4 /98 ON-SITE EVALUATION FOR EROSION AND SEDIMENT CONTROL HamilYOn County Soil and Water Conservation District 1108 South 9'" Street, Noblesville, IN 46060 Phone: 317-773-2181 or Email: john-south@iaswcd.org Date: August 26, 2003 Project Name: Claybourne SeC. 1 & 2 Present at Site: John South, Hamilton Co. SWCD, Dennis Hooper, Weihe Construction This report was provided to: Chris Worth Dennis Hooper Carmel DOCS Boomerang Development Weihe Construction Surveyor 11911 Lakeside Blvd. Fax File Fishers, IN 46038 TYPE OF EVALUATION: Initial X Routine O Follow-up O Complaint Tleis evaluation rs intended to assess the level of compliance with 327 /AC I S-5 (Rule 5). /t is also intended to identify areas where additional measures may be required to control erosion and sedimentation. All practices recommended In [lets report should he evaluated as to their feasibility by a qualified individual with structural practices designed by n qualified engineer. A[l erosion and sediment control measures shall meet the design criteria, standards, and specifications outlined in the "6adiana Handbook far Erosion Control in Developing Areas" or similar guidance documents. Current Site Information: 100 %of the rough grading is completed. Swales are cut to direct water to the sediment basins. The north central sediment basin is installed but not seeded. Streets, house pads and utilities are completed. Seeding is planned to start the November 19`x' if good weather prevails. 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 U (1) Disturbed areas have been adequately protected through seeding or other appropriate erosion and sediment control measures. S (2) Appropriate perimeter sediment control measures have been implemented. U (3) Conveyance channels have been stabilized or protected with appropriate sediment control measures. S (4) Erosion & sediment control measures are installed properly. S (5) Storm drain inlets have been adequately protected. S (6) Outlets have been adequately stabilized. M (7) Existing erosion & sediment control measures are being maintained. S (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 Site conditions present a high potential for off-site sedimentation. O There is evidence of off-site sedimentation. Describe: X Please Refer to the Comments Section of this Report Definitions Satisfactory: The item is currently in compliance with the Rule Marginal: A concern has been identified; corrective action is strongly recommended to remain in compliancc 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 ae~tsertaiva ON-SITE EVALUATION FOR EROSION AND SEDIMENT CONTROL COMMENTS PROJECT NAME: _Claybourne Sec. 1 & Page 2 The items checked below must be corrected prior to -past due ,unless otherwise noted. Install an appropriate sediment control practice between construction areas and lower lying areas. _ 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: O sediment traps/basins, O behind silt fence/straw bales, O around storm drain inlet protection devices, O streets and gutters (Do not flush with water) X Temporary seed, fertilize, and/or mulch: _ -All areas disturbed by construction activity must have a protective ground cover. Straw mulch held in place with a crimper is recommended. Permanent seed, fertilize, and mulch areas that are at final Protect storm drain inlets: O curb inlets, O drop inlets- Reshape and stabilize sideslopes of : O sediment traps/basins, Odetention/retention basins Install/Maintain construction entrance(s): Reshape and stabilize conveyance channels: X 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. Other Requirements: • All homes under construction need a perimeter barrier along the curb, stone entrance and inlet protect. • The outlet for the sediment basin was installed but the dam or basin has not been seeded. • Because the 8-26-03 site report recommended temporary seeding, and no cover has been established as of this date, a violation notice is recommended for this project. The responsible parties must know that grass cannot be established in the winter time. Report Prepared By: John B. South P.E. CPESC Revised 4 / 9R AUG-22-2003 08:23 FROM:HRMILTONf`0 HWY DEP 3177769814 T0:317 571 2426 P.001~003 • • ~o~=~{ ~F hA~~~~ H~~L~ron cour~~ HIGHWA YI»,~`PARTME.IY'T ~r~rF of jeo`Prr /~ ~`_`~ August 21, 2003 ~ Mr. J. Cort Crosby h 9Gc,C'i~ The Schneider Corporation O~ ~,FO 8001 Otis Avenue ~ ~'~ ~~p~ Indianapolis, Indiana A6216-1037 RE: Claybourne Suhdivlslon, Section 2 Revised Sewndary Plat and Construction Plans ~ T N of 131°~ Street / W of Shelbome Road Clay Township ~U ~ ` ~~ ~~ Dear Mr. Crosby: This letter serves to acknowledge receipt of a transmittal received 8!20103 containing the plans for the above-mentioned project. After reviewing the plans the Highway Department has the following comments: 1. Please replace Sharon Clark with Christine Altman on the signature block for the Hamilton County Board of Commissioners. 2. A Maintenance of Tragic Plan is needed for the improvements along Shelbome Road and 131" Street, 3. A drainage swala is needed along the widening of Shelbome Road, north of Section 2. Elevations should be provided every 1D0'. 4. Several reference on C303-C305 to detail CS-1 mention the wrong page (C805), please correct all the verbiage concerning the details. 5. The pavement section for Shelburne Road and 131'r Street is referenced on sheet C801 in detail CS-1, but is not shown on the plaris. Please include the 1A~" stone base, 5" HAC binder and 1" HAC surface in the plans. 6. Please note that all sidewalk/path ramps must be ADA compliant. I have included a copy of the INDOT standards fnr ramp markings, please include the detail in the construction plans. 7. It appears that all the comments from the June 23, letter were satisfactorily addressed. Therefore, after the above corcections have been made and all comments from the Hamilton County Surveyor's Office have been addressed, seven sets of plans must be submitted for final approval. If you have any questions or comments concerning this letter, please feel free to contact me at anytime. Sincerely, //Ar/~ ~~3~~. 'Steven J. Broermann Staff Engineer cc: Jon Dobosiewicz Jerry Liston G:VUSERSV3at03tad98~21~03rJnyboume2.doo 17D0 south 1D"' street Office (317) 773-7770 Nobtecvilte, in. 4bD6D www.en.hamllton,ln^us Fax (317) 77tr9814 GENERAL NOTES: v; '~ ^ O Ttase d'aner~slons ambased one BRL aab ?R 1& ~'- _'•~ t) 4•-0 9" height Wray shau as prapodlwaxy adjwted [or outer rwrb hdgRtn _ . , 11---{I~ I'S~ ° h tl wh 'bP l d l ~ ~ O y prac r nra oo etea~infeav ~ es carro b m O Wth h h Mih 2 a9'-t.t ta w s vxn, wc v may e davaased to a mintrwn of 3'-0. O ihB tro[IDat edge of are raob tamp sDeO De S9e9an as sash wtth the edge of adlaoentpavement ~~ P~^ andgWa fine. TRUNCATED DOMES USED I~ntirgereasalthetepofaabrempsahan IN DETECTABLEWARNiNGS have maxmum sou slope of 60:1 N airy dUea4ion. when s~ in(e>slDatY preoxdas ' Uateatatrta ~~ ~~ a landing slope at tr 0: t in arrydsedmn, ttb sbpe perPendiwtartn fhe aDD few aRdl nol 0ndred rind mtrtare exwed 30:1. Seltlng lred ~_! Conrtetahffie O [f sPa lnfeasatlQty predadss mnshuction to PAVFM@fP Ste vvDlfh showA Oro IartlMg rridfh may De Qeaaasad to 3'-0 mWmum. 7Ra rtmnnm9 afope of the artb ramp may tre steepened to a maximum of 1 D : 11or a mmmntxn B Dr. Asa. BR[CK SURFACE CONSTRUCTION 8. Drafrcageirdetsshould De looted upMhan arL tamps fo prevent puddles eliha ruN of travel 7. Sae StaMaM Dran'irg E (i04SWCR-12 far improead ewesa an naimv sldewena. 8. AtgaDrala dHerenae h grade DeRveanihe tress Df am ramp and the gotmral~0 be fmibd m hss than ll%. Httie notpmrllgL a7-0vdde level strip shea Its prmdded. Sae de~1 skelrh 8.37%+3%=19.99%>11% d33 -{m~m 6%mmmnrsn Provide Y-0 level strip H 2'-0 elpelaedc drlferenae Provide aab as rerypiad, exceeds 11% may hemorwnnewiBt bevel strip. CHANGE OF GRADE 2" Y Y w d DETAIL OF RAMP GROOVES Skrpa 12:1 A3 spa®tg ~~ PAVEMEf>;P Camhuo~n of aab if separated from ramp b 1'- 8 Bb x 2=0 ALTERNATE CURB CONSTRUCTION D C Gl N i '~ m 0 w m OJ N w O 3 x 3 H O z 2 F w ., m m A O -W !n r N A m fU 0 W AUG-22-2003 08:29 FROM:HRMILTOt~ HWY DEP 3177769814 T0:3~ 571 2426 P.003~003 ~ ~ ~ ~ ~ ~ ~ ~ ~~ w wA w2 ~ w~ `~tU ~ ~ ~e 777111 ~ N $mp oooo~ o 0. .'r ~ ~ ~ 'ulw Sd aA ~~ O ~ ~ O ~ a Zo ~ 0 o r hA ~ r v "' ® ~ O © ~ ~ r~ ZO ?~' e Q '° F P ~ , N~ %^b T~ ~ 4 ~~~ ~•~ .. ~1~ ~~ ,tip yA 3 e~ 1 J4~'" © .8 &A 1~`~ ~p;P 0 ,h ~ yti~ ~ 4 ~~ Schneider August 19, 2003 Jon Dobosiewicz gl~»'-``` Carmel DOCS ~ One Civic Square °` RECFI\1FD Carmel, IN 46032 O ~al~u 21 ~li~~ oacs RE: Claybourne, Section 2 ~ Secondary Plat and Construction Plans ~ ~ ~ ~ TSC Job # 3690.002 ~[, ~ ~ Dear Jon, The Secondary Plat and Construction plans have been revised according to the Carmel TAC Comments. Revisions requested by Carmel DOCS are as follows: 1. The Secondary Plat has been updated [o show al] R/W dimensions and Docket numbers. 2. 1'he sidewalks and asphalt paths have been revised as discussed with Corby Thompson. 3. 'the plans and plat have been revised as requested by other TAC members. Copies of the letters to TAC members regarding revisions are attached. Please approve these revised plans or call me if you have any questions. Sincerely, J. Cort Crosby P.E. Project Engineer r.A3k\3690A002VdocsVdocs.doc / C Cris h~ C~ sc>%i,z<,~~ ,- c:~ep- cc~. ~ - ~-,,,~,, ~~ 1~~2-2002 iME SCNNEIDER CORPORATION Historic Port Harrison 89010tis Avenue India napolis, Indiana 46216-1037 317-826-7100 Tollfree 800-8980332 Fax 319~82b'-7200 www schneidercorp. com ~~ Schneider August 19, 2003 Paul Pace Cannel Utilities 130 1~` Ave, SW Carmel, IN 46032 RE: Claybourne, Section 2 Secondary Plat and Construction Plans TSC Job # 3690.002 Dear Mr. Pace, The Secondary Plat and Construction plans have been revised according to your review comments dated June 10, 2003. The revisions are: 1. The tapping tee size has been corrected. 2. The valves have been added as requested. 3. Posi caps are noted in the general notes with the legend. 4. Tracer wire is indicated in the notes with the legend. 5. Two sets of revised plans are attached for your use. Please approve these revised plans or call me if you have any questions. Sincerely, ~sb P.E. Y Project Engineer r:~3k~3690A002~docs\camelutilitiu.dw ~~~ `% ~/~i~~1f/J, VG2-2002 THE SCH NEIDER CORPORATION Historic FOrt Harrison 89010tis Avenue Intlianapolis, Indiana 46216103] all-826-]100 loll free 800~898~0332 Faz all-826]200 www. sch ne id e rcorp.c o m ~~ Schneider August 19, 2003 Jerry Liston Hamilton County Surveyor One Hamilton County Square, Suite 188 Noblesville, IN 46060-2230 RE: Claybourne, Section 2 Secondary Plat and Construction Plans TSC Job # 3690.002 Dear Jerry, The Secondary Plat and Construction plans for Claybourne, Section 2 have been revised according to the TAC comments from Jenny Chapman dated July 9, 2003. The revisions corresponding to her comments are: 1. The developer is preparing the bonding estimates based on the construction bids. 2. The drainage calculations have been revised. A new copy is enclosed for your review. 3. The map date has been added to the map. 4. As discussed more map information can be provided if it needed later. 5. The note currently on the plan, on lot 105, calls for the existing drain to be removed from within the limits of the site. 6. As discussed, the end section for structure 225 has been made into a beehive but structure 209 can not be made into a beehive. 7. The temporary swales follow the Swale detail 8 on sheet C804 and 3:1 side slopes up from the proposed flow line grade. 8. The note has been added as note 12 to the general notes on the erosion control plans. 9. The common areas are drainage easements or DU&SE's and are labeled as such. Please approve these revised plans or call me if you have any questions. Sincerely, THE SCHNEIDER CORPORATION J. Cort Crosby P.E. Project Engineer r93k~3690A002Vdocs\cosurv.doc I9G2-20ti2 ~~~~ THE SCHNEIDER CORPORATION Historic Fort Harrison 89010tis Avenue Indianapolis. Indiana 46216-1037 3P-8264100 Toh free 800-898-0332 Fax 3198264200 wwwsch neidercorp.com ~~ Schneider August 19, 2003 Steve Broermann Hamilton County Highway Department 1700 South 10'h Street Noblesville, IN 46060 RE: Claybourne, Section 2 Secondary Plat and Constmction Plans TSC Job # 3690.002 Dear Steve, The Secondary Plat and Construction Plans have been revised according to your review letter dated June 23, 2003 as follows: 1. The layer for the right-of--way dimensions and labels has been turned on. 2. The right-of--way labels now show up for [he streets. 3. The 15' du&se has been added. 4. The developer is preparing the bonds. 5. The curve data for all curves is in the table on sheet 6 of the plat. The layer with the curve labels and information has been fumed back on. 6. The width of Dolan Way was changed back to 30' as discussed with Chris Werth. 7. The saw cut note has been added to Shelbome Road and 131 s' Street. 8. The curb detail is on the plans and referenced in the grading details. 9. It is not our intention to put any of the listed items in the right-of--way. 10. The tree placement for the trees near lots 132 and 133 has been wrrected. 11. The 50' radius has been added at the intersection of 131` and Shelbore Road. 12. The turn lanes have been added. 13. The culverts under Shelbome Road and 131x` Street have been called out to be extended. 14. Sheets C304 and C305 have been added and the widening notes have been clarified. As discussed the widening will be completed so that the County Highway can complete the resurfacing. Please approve these revised constmetion plans or call me if you have any questions. Sincerely, C J. Crosby P.E. Project Engineer r:\3 k\3690\002\docs\cohw.doc THE SCRNEIDER CORPORATION Historic Port Harrison 89010tis Avenue In7ianapolis, Intllana 462163037 317-826-7100 Toll free 80P898~0332 Fax3P~826~7200 wwwsch neitlercorpcom ~~ Schneider August 19, 2003 Andy Kem Clay Township Regional Waster District 10701 North College Ave, Suite A Indianapolis, IN 46280 RE: Claybourne, Section 2 TSC Job # 3690.002 Dear Andy, The Secondary Plat and Construction Plans for Claybourne, Section 2 have been revised according to the Cannel TAC review comments. The revisions specific to your comments are: 1. The sewer specifications have been updated to the latest version. 2. The sewer manhole casting has been revised on the manhole detail. Please approve these revised plans or call me if you have any questions Sincerely, ~~ ~ t~ . CT ort Crosb P.E. Y Project Engineer r:~iki3690A002Vdocs~cuwddoc ~~~t~GCt/wJ- u~2-zooz THE SCXNEIDER CORPORATION Historic Fort Harrison 89010tis Avenue Intlia na polls. India na 462164037 all-826-7100 Toll free 800-8980332 Fax 3P~8264200 wwwschneidercarp, com ~~ Schneider August 19, 2003 John South Hamilton County Soil Conservation 1108 South 9°i Street Noblesville, IN 46060-1037 RE: Claybourne, Section 2 Secondary Plat and Construction Plans TSC Job # 3690.002 Dear John, The Secondary Plat and Construction plans have been revised according to your review letter dated June 17, 2003. The revisions are as follows: 1. Additional notes have been added to the development plan stating that the lake berm must be completed first in addition to the construction sequencing notes already on the plans. 2. The sediment trap was made a little bigger, contoured and the outlet elevations were adjusted. Approximately 38000 cubic feet of storage is provide for the 18+ acres of watershed. 3. All of the water along the west property line in this section is picked up in swales and inlets except for the last 20' behind lots 171-174 where silt fence is shown. The future section to the south of Section 2 will continue to be farmed and drain west until developed. 4. The rip rap detail is on sheet C804. 5. As discussed in TAC, the construction limits are realistic. We are trying very hard to keep the construction out of the future development area to the north of Section 2 so it can be farmed. 6. We can take water to the pond west of the site or divert it to Lake 6 temporarily or permanently. The undeveloped ground south of Section 2 drains west and more area could be directed away from Lake 6 to the west if the property owners want the water. Please approve these revised plans or call me if you have any questions. Sincerely, J. Cort Crosby P.E. Project Engineer r'~RQ/lam rperzooa THE SCXNEIDER CORPORATION Historic Fort Harrison 89010tis Avenue Indianapolis. Intliana 46216-1031 311~826~1100 Toll free 800~898~0332 Fax3P-8261200 wwwsch neitlercorpcom RON LAURITSEN DATE: 8/19/2003 CTE ENGINEERS JOB # 3690.002 7102 LAKEVIEW PARKWAY W. DRIVE PROJECT: CLAYBOURNE, SECTION 2 INDIANAPOLIS, IN 46268-4104 RE: FAX# TELEPHONE: WE ARE SENDING YOU: ®Attached Via: ^ Mail ^ Fed Ex ^ UPS ®Courier ^ Pick Up ^ Other ^ Fax,Sheets 2 REVISED SECONDARY PLAT AND CONSTRUCTION PLANS 7HE ABOVE ARE TRANSMITTED as checked below: ^ For approval ^ As requested ^ FOR BIDS DUE ® For your use ^ For review and comment ^ Other REMARKS: Ron, The sewer specifications have been updated and the manhole casting has been corrected. Please call if you have any questions. FROM: ~___ J. c'~rt Crosby P.E. Project Engineer if enclosures are not as noted, kindly notify us at once- ~f.~ -' a' d` RF~ . '~Ub'' ~ F/l~E`D Opts ,?pG~ O~ces in Indianapolis, Avon, Carmel, and Lafayeffe, Indiana 08/08/2003 FRI 07:00 FAX 317 ~ 7340 THE SCHNEIDER CORP I~ ~ o% ~oovoo2 ~' ~ 1 ~ h~ d e`~ OOC~ ~Fp ~' FAX TRANSMITTAL ~`', `~ ~~. Schneider \~~ `~' Historic Fort Hamsm .6907 Otis Avenue, Indianap0115, IN 462161037. Telephone:317.626.>1pp.800.898-0332 • www schn i erooro cglq NAME: ~/Q~ {~. FIRM: G.AIZMiL OOG S~ ADDRESS: FROM: FAX #: DIRECT DIAL: DATE: JOB #: PROJECT: RE: PAQES: FAX #: CC: COMMENTS: Olllce9ln Indianapolk, Avon, Camrel, and 4sfayette, Indiana r.WiNnWrtnsVavrans.tlac (including cover sheet) _ S11•Z4Zlo 08/08/2009 FRI 07:00 FA% 917 ~ 7940 1'HE SCHNEIAER CORP. . F`'~ 002Y002- ~~ ~ ~ ~ { I'i f_. lII- ! lam/ i. /" w qs /J6 I,iv .fib i ~ ~ ` ~ ~,.1 ~ ~ ~ ...~~ -. ! it I `~~' --t - ' ~. __ ~~. Igo ~ m Ia9 i IZA ...; In ~ M1. n ~ ~ `\ A ly dt !w ' d !' d, r Own ~- ~ . - ~ ~ ~I m ! N .:t.., ~ i ~ / to ~' ' 11 - 1 ,, - __~ ~ ~~ ~ I [nstnc wIFN p u[. ~ ~ Aalm~ran~mar-mn I I: Ixo ~ - ' i ctl~ ~+ ;III I C i ~ ~ ~ f ' 111 / _ ALOG. `f i / ~ i / I' ~~ ~', , ~ /' r--- --~--~'- 1I~ 1 ! IIO L~ -_ _ / / ~ ~ ~ 9~ / - -~Qa,;~A ~- - a AA I(A JI I T' '~ -~ ~~ ~I ~ ~ ~ 1P / IN I % I l..l I J J ~ `<~ Inp,/ I~ }'i J"- t III I ~. 11 4! ~ m % ~ ~ ~ ..~ ' I ~I YJ .~~_._ '~ L' / loA~ d "f i ~'~ ''11 sJ . I~f~ 1~.~ - -__ i ROpt"fJ V= JUL 09 '03 01~20PM „~ ~"-c e~j J%lV _y lr`1~ ~~ iV July 9, 2003 \ Tho Schneider Corporation Attn: J. Cort Crosby 8901 Otis Avenue Indianapolis, IN 46216-103? Re: Clay ourne•Section"2~' Dear Mr, Crosby: P.li2 ~q T~ ~ _ ~ .. ~_,., RrCFIVL'~ ~;: ~. JG'1 g ,,,n +h r,i `~`, DOCS ~~= ~:~~ , ~~~~ We have reviewed the construction plans and drainage report submitted on June 6, 2003 for this project. We have the following comments: l . Submit the following procedural items: engineer's estimate and bonds for storm sewer, erosion control and monuments and markers. 2. Revise the Calculations to use a 24 hour storm duration. 3. For the FEMA map included in the drainage report, include the date of the map. 4. Submit a full sin drawing of the overall development showing the following: existing Section 1, proposed Section 2, any other proposed sections, adjacent properties with existing features like existing private ponds. Include on the overall plan the storm system (including existing and proposed lakes). After a review of the overall plan, we will determine the off site improvements required. Add the following to the construction documents: 5. On all of the Development Plan sheen, add a note stating that the existing Albert Shaw legal drain is to be crushed on site. Aiso have a note stating that any latorals found will be tied into the new storm system. 6. All open end sections (except in lakes) need to be replaced with an inlet structure, 7. All of the places where you discharge into a future section need to have cross sections (every 25') for the pipe. Also provide a cross section 50' from the outlet structure, B. Put a note on the erosion control plan stating that additional erosion wntro] measures maybe required in the field by the Hamilton County Inspector. :Kenton C.'Liinrd, Surveyor suer:rs ~l'(rUar (3t7J i'7~-J4e Onr,Nnnilfnn Cmmly Sgnnrr ~Fne' C9~7)7?6;ac=: :Nob(rsnillr,bidimia ¢tintina~jo 7UL 09 '03 01~21PM P.2i2 • • 9. All Common Areas shall also be labeled "Drainago EasemonY' on the secondary plat and consUvction plans. Please call me with any questions, Thank you. Sincerely, Jenny Chapman Plan Reviewer Cc: Carmel-Engineer Carmel-DOGS Hamilton County Department of Soil Conservation Services Hamilton County Highway Department JUN-23-2003 09:22 FROM:HRMILTON ~ HWY DEP 3177769814 T0:3~71 2426 P.001~004 BJrtt cFJ k4~/`a HANiILTfJT~I C(J~..I1'~TY HIGHW.9 YD~"PARTM.E1YT __ m~f~ O~p~t. ~` 1 Q%.1_ June 23, 2003 Mr. J. Cort Crosby The Schneider Corporation 8001 Otls Avenue Indianapolis, Indiana 48218-1037 RS: Clayboume Subdivision, Sect~gn °`~ econddry Pt -_<lat~and Oonstruction Plans N of 131 "~ Street / W of Shelbome Road Clay Township ,'' a ~7' RCCF/I!~D 3S i~' /Ut~c23 ~G,3 ~o~,~ \~ ~'~S l~ ~ ~ Dear Mr. Crosby: This letter serves to acknowledge receipt Of a transmittal received 818/03 containing the plans for the above-mentioned protect. After reviewing the plans the Highway Department has the following comments: Secondary Plat 1. Label end dimension the right of way along Shelbome Road and 131°` Street, as well as all interior streets. 2. Label the right of way radius at Carver Court and Amundson Drive and Earhart Drive and Amundson Drive. 3. A minimum 15' drainage and utility easement fs needed on east side of Donovan Drive. 4. Before any approvals are granted for 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 Regulatory Signs. 5. The curve information Is missing for all of sheet land 2 asweli as Carver Court. 6. Dolan Way must have medians fnstalfed at atl Intersections. I have attached a sketch showing the required medians. 7. please note at all connections to existing streets and all road widening, that the pavement must be saw cut, e. Please note that all median curbs must be chalrback curb with reverse slope. HCHD standard plan C-5. 9. Please note that decorative signs, sprinkler systems, trees, IantlsCaping mounds, fences, light pales or other such amenities are not permitted in the right of way. Trees are permitted In the medians as long as they do not hinder sight distance at the Intersections. Trees are also permitted in the 70' right of way behind the pathlsldewalk. 10. Trees along Antonio Boulevard must be located behind the walk, not between the curb antl the walk path. 11. A 50' pavement radius is needed at the intersection of 131°' Street and Shelbome Road. 17ao somh log" street otllce (317) 77sa77o Noblesville, In. 46060 www,co.hxmi ton,, in.gc Fax (3t7) 77fi-9814 JUN-23-2003 09:22 FROM:HRMILTON ~ HWY DEP 3177769814 T0:3~71 2426 P.002~004 8,~s~ ~~ tiq"~~= HA~iILT01`I CO~II`ITY III G.I~WA Y D~PAR TM~,1 YT ~9rF OF VNO`PZT t2. Aright turn lane is needed for southbound traffic on Shelbome Road. 1 have included a sketch of the requirements at the intersection. 13. All existing pipes under 131'' Streei and Shalbome Road must be extended to accommodate the road widening. 14. The notes related to the widening and resurfacing of 131°' Street and Shelbome Road must include the entire road width with shoulders on both sides of the road. All pavement markings must be replaced. if you have any questions or comments concerning this letter, please feel free to contact me at anytime. Since/rely, Steven J. Broermann Staff Engineer cc: Jon Dobosiewicz Jennifer Chapman CieUSERSISB\03tad09-23-o3daypaume2.dnc 1700 Sauth 10'" Street Office (317) 773-7770 ]YOblecville, In. 46060 www.co.hemiltondn.us Fax (3t7) 77~i-4814 JUN-23-2003 09:22 FROM:HRMILTON ~ HWY DEP 3177769614 S S peoy au~o oyg T0:31Z571 2426 P.003~004 `~. C Z i W N m W m t0 N N Location of island Must allow ~ for turning radius of bus o Trees would be permitted in island, but 3 sight distance can not be hindered No trees would be permitted between °z the walk and the back of the curb n b unless the walk -were moved closer to the cur F 0 m W .• ~ ~ ~ m _ __ ---_-. ----_- - ~ ~ A -----15'-0 ~ .~ i~ ~--IS'-0' T^ BE DETER SINl=D 0 0 -~ 0 w 5'-0" ~ Q Y N /~ ~ ~j'•p' htrr+ ~S 1ntiiN-fAl>JEP ~F ~~ CARS t ~h~K ~~~ - m m s'-o• m 7QJ { -- EROSION AND SEDIMENT CONTRdL PLAN TECHNICAL REVIEW AND COMMENT Hamilton County Soil and Water Conservation District 1108 South 9'" Street, Noblesville IN 46060 Ph- 317-773-1432 or Email at john-south(a~iaswcd.or¢ PROJECT NAME: Claybourne Sec 2 SUBMITTED BY: Mr. Cott Crosby Schneider Corporation 8901 Otis Avenue Indianapolis, 46216 U~ Boomerang Development ~ ~ ~ / 11911 Lakeside Ave. Fishers, IN 46038 1-317-849-7607 REVIEWED BY: John B. South P.E. Certified Professional in Erosion and Sediment Control PLAN REVIEW PROCEDURE: Site Visit Date: Plan Review Date: June 17, 2003 Acreage: ?? Ac LOCATION: 131'" Street, 'h mile west of Shelborne Rd. LEGAL DESCRIPTION: Sec. 30 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 The erosion and sediment control plan submitted was not reviewed for the adequacy of the engineering design. All 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 hat not been reviewed for local, state, or federal permits that may be required to proceed with this project. Additional information, including design calculations may be requested to further evaluate the erosion and sediment control p/an. The erosion and sediment control plan has been reviewed and it has been determined 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 [o 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 q/j--.rite sedimentation. The developer should he aware that unforeseen construction activities and weather conditions may effect the performance of a practice or the erosion and sediment control plan. The plan must he a flexible document, with provisions to mods or suhstitute practices as necessary. Revised 4 / 97 f • PROJECT: Claybourne Sec 2 Page 2 of 3 ARE THE FOLLOWING ITEMS ADEQUATELY ADDRESSED ON THE PLANS ? (A[I Plans Must /nc[ude Appropriate Legends, Scales, and North Arrow) (/[ems that are Na[ Applicable to this Project are designated by NA) Yes No PROJECT INFORMATION X lA Project Location Map (Show project in relation to other areas of the county) X 1B Narrative Describing the Nature and Purpose of the Project x 1C Location of Planned and/or Existing Roads, Utilities, Structures, Highways, etc. X 1D Lot and/or Building Locations x lE Landuse of Adjacent Areas (Show the Entire Upstream Watershed and Ac{/acent Areas Within 500 Feet of the Property Lines) Yes No TOPOGRAPHIC, DRAINAGE, AND GENERAL SITE FEATURES X 2A Existing Vegetation (ldenlify and Delineate ) x 2B Location and Name of All Wetlands, Lakes and Water Courses On and Adjacent to the Site X 2C 100 Year Floodplains, Floodway Fringes, and Floodways (Note ijNone) X 2D Solls Information ((f hydric soils are present, it is the responsibility of the owner/developer to investigate the existence of wetlands and to obtain permits from the appropriate government agencies.) X 2E Existing and Planned Contours at an Interval Appropriate to Indicate Drainage Patterns x 2F Locations of Specific Points Where Stormwater Discharge Will Leave the Site X 2G Identify All Receiving Waters (lfDischarge is to a Separate Municipal Storm Sewer, Identify the Name of the Municipal Operator and the Ultimate Receiving Water) x 2H Potential Areas Where Storm water May Enter Groundwater (Note if None) X 2I Location of Stormwater System (/nclude Culverts, Storm Sewers, Channels, and Swales~ Yes No LAND DISTURBING ACTIVITIES x 3A Location and Approximate Dimensions of All Disturbed Areas [i. e., Construction Limits] (Areas Where l~ege[ative Cover Wifl Be Preserved Should be Clear/y Designated) X 3B Soil Stockpiles and or Borrow Areas (Show Locations or Nate if None) Yes No EROSION AND SEDIMENT CONTROL MEASURES X Commeul 4A Sequence of When Each Measnre Will Be Implemented (Relative ao Earth Disturbing Activities) x 4B Monitoring and Maintenance Guidelines Tor Each Measure X 4C Perimet¢r Sediment Control M¢asnreS (Location, Construction Detail, Dimensions, and Specifications) X 4D Temporary Seeding (Specifications; Including Seed Mix, Fertilizer, Lime, and Mulch Rates) x 4E Temporary Erosion and Sediment Control Measures (Location, Construction Detail, Dimensions, and Specifications) x 4F Permanent Erosion and Sediment Control Measures (Location, Constructton Detail, Dimensions, and Specifications) X 4G Storm Drain Inlet Protection (Location, Construction Detail, Dimensions, and Specifications) X 4H Stormwater Outlet Protection (Location, Construction Detail, Dimensions, and Spectfcations) X 41 Stabl¢ COnstrUCtlon Entrance (Location, Construction Detail, Dimensions, and Speciftcations) x 4J Erosion and Sediment Control on Individual Building Lots (Specifications) X 4K Permanent Seeding (Specifications; /ncluding Seed Mix, Fertilizer, Lime, and Mulch Rates) Revised 4 / 97 EROSION AND SEDIMENT CONTROL PLAN TECIINICAL REVIEW COMMENTS PROJECT: Claybourne Sec 1 Page 3 of 3 Note: A[l erosion and sediment control measures drown on the plans and referenced in this review must me¢f the design criteria, slar:dards, and specifications outlined in the "Lndiana Handbook for Erosion Con[ro! in Developing Areas" from the Indiana Department of Natural Resources, Division of Soil Conservation or similar Guidance Documents. 4A. Please emphasize the construction of the berm for lake #6 prior to the excavation. The berm needs to be continuous and the emergency cut after the pond is completed. 4C. Does the sediment trap near lot 133 meet the storage requirements for the existing watershed? Land developed north of sec. 2 will also require a sediment basin or trap in this same water course. Building a basin that would serve both current and future construction might be advantageous. A practice is needed to prevent off-site sedimentation to the west. Silt fence will not be adequate. 4G. Provide a detail for the flared end-section protection. Are the constructian limits realistic? Will all the excavated material from pond #6 stay in Sec.2? Has the water issue been resolved with the property owners to the west? Ca Cannel DOCS Ha. Co. Surveyor Ha. Co. Highway File CARMEL/CLAY TECI~INICAL ADVISORY COMMITTEE AGENDA „-,,:.,,,~- ~,~-.,f ~.,, n ;.,,, ~.., ~.y Date: June 18, 2003 ~C~S P1ace:Department of Community Services Conference Room 3rd Floor -Carmel City Hall 9~()(1 a m Lockerbie PUD (Rezone) The applicant seeks to rezone a parcel from R-1/Residence and B-3Business to a PUD (Planned Unit Development) District designation. The property is located at /(_~ the southwest corner of Rohrer Road and Marano Drive. Filed by James E. Shinaver of Nelson and Frankenberger for Estridge Development Company. 9 't0 a m Claybourne Estates, Section 2 (Secondary Plat and Construction Plans) The site is generally located at the northwest corner of Shelborne Road and West 131" Street and on the south side of 131` Street'/4 mile west of Shelborne Road. ~~~ The site is zoned S-1/Residence -Estate. Filed by Cort Crosby of The Schneider Corporation for Boomerang Development, LLC. 1~~flfl a m Progressive Insurance Claims Center (Amended Development Plan) The applicant seeks approval for building modifications and parking lot reconfiguration. The site is located at 4642 Northwestern Drive. The site is zoned I-1/Industrial. Filed by Dan Schnur of Schneider Corporation for Autobahn Connection, Inc.. 70~2n a m Eagle Ridge Subdivision, Section 1-A (Secondary Plat and Construction Plans) The site is located on the north side of West 116th Street, 1/4 mile east of US 421. The site is zoned S-1/Residence -Estate. Filed by David Sexton of Schneider Engineering for Dura Development, Inc. 10 50 a m Critical Skills (Site Plan Approval) The site is located at 220 North Range Line Road. The site is zoned B-5 Business and is within the Historic Range Line Road Overlay. ~h Filed by Joe Sheets. 11 ~ n a m First Indiana Bank (Amended Development Plan) The applicant seeks approval to construct a banking drive-thru facility. The site is located at 10333 North Meridian Street. The site is zoned B-5 Business and is within the US 31 Overlay Zone. Filed by Steven B. Granner of Bose McKinney & Evans for First Indiana Bank. `: {s n~~ eor!~;arr,; ~'ar,9liii~,s E3iVi71,!<srJ B'; ~i'7'sS 1rS;jr Cl/~ inn ~,~ ~~~~ C~ CO "' ~~i~W Sig ._ ~ ji etc. City ®f Carmel /`R ,03 ~~ Fire Department Headquarters ,~ l 2 CIVIC SQUARE CARMEL, INDIANA 46032 Voice (317) 571-2600 Fax (317) 571-2615 Fire Prevention Bureau J. Cort Crosby, P.E. Schneider Corporation 3020 North Post Road Indianapolis, IN 46226-6518 RE6o ne`;~Section 2 LETTER OF APPROVAL The undersigned has reviewed the proposed plans for Claybourne, Section 2 and has approved the plans subject to the following: 1. 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. 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: June 16 2003 By: Gary Hoyt, Fire Marshal Carmel Fire Department ;~-=, ~._ q or Cqq , U ` y~! • ~~ e,=aa Cit of Carmel VIA FAX: 826-7200 Original by mail June 13, 2003 J. Cort Crosby, P.E. Schneider Corporation Historic Fort Harrison 8901 Otis Ave Indianapolis, IN 46216 RE: Claybourne Estates, Section 2-Secondary Plat & Construction Plans Deaz J. Cort Crosby: This letter is in response to your Secondary Plat Application for Claybourne Estates, Section 2. Please complete the following items, prior to issuance of a docket number. 1. Provide 2 copies of the secondary plat, providing items listed on the checklist in the application packet. If you have any questions or if I may be of assistance, please do not hesitate to call. Sincerely, Angelina Butler Planning Administrator ClayboutAe Estates Sect-TAC _" -- ~ pages Date <C" 1 ~- ~1 7673 _ An~~2 w po5ttt®Fax Note To 5 . C L Page 1 a COtW"' I ONE CIVIC SQUARE CARMEL, INDIANA 46032 317/571-2417 ~~~ JOHN DOBOSIEWICZ DATE: 6/4/2003 DEPARTMENT OF COMMUNITY SERVICES JOB # 3690.002 ONE CIVIC SQUARE PROJECT: CLAYBOURNE, SECTION 2 CARMEL, IN 46032 RE: FAX# TELEPHONE: WE ARE SENDING YOU: ®Attached Via: ^ Mail ^ Fed Ex ^ UPS ®Courier ^ Pick Up ^ Other ^ Fax -Sheets # Co ies Date Descri lion 2 SECONDARY PLAT AND CONSTRUCTION PLANS 1 SECONDARY PLAT APPLICATION AND LAND DESCRIPTION 1 LETTERS TO TAC MEMBERS THE ABOVE ARE TRANSMITTED as checked below: ^ For approval ®For your use REMARKS: FROM: ^ As requested ^ FOR BIDS DUE ^ For review and comment ^ Other J. Cort Crosby P.E. Project Engineer If enclosures are not as noted, kindly notify us at once. ~, ,- ~.~; JUN~~~ n ,, O~ces in Indianapolis, Avon, Carmel, and Lafayette, Indiana ti: June 4, 2003 Schneider Steve Broermann Hamilton County Engineer/Highway 1717 East Pleasant Street Noblesville, IN 46060 RE: Claybourne, Section 2 Secondary Plat 8~ Construction Plans TSC Job #3690.002 Dear Steve: i ,,~ -,. .~;, ~\ ~ `~'-~ Rcr,F-ivfp ~ ~ i :' One copy of the secondary plat and construction plans for Claybourne, Section 2 is enclosed. These plans will be reviewed at the June 18, 2003 Carmel TAC meeting. Please forward your review comments to me or call if you have any questions. S(i~n'ce~rely, ~./ J. Cort Crosby, P.E. Project Engineer JCC/cct Enclosures RJ3k/3690rYac060403.tloc I~/`y 1962-2002 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 w w w. s c h n e i tl e r c o r p. c o m ~~ Schneider June 4, 2003 Jay Alley Clay Township Regional Waste District 10701 N. College Ave., Ste. A Indianapolis, IN 46280 RE: Claybourne, Section 2 Secondary Plat 8~ Construction Plans TSC Job #3690.002 Dear Jay: One copy of the secondary plat and construction plans for Clayboume, Section 2 is enclosed. These plans will be reviewed at the June 18, 2003 Carmel TAC meeting. Please forward your review comments to me or call if you have any questions. Sincerely, .~ Cort Crosby, P.E. Project Engineer JCC/cct Enclosures Rl3k/3690/rac060403.0oc ,!! ~/ 19vW ~~Z THE BCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Intlianapolis. Intlia na 46216-1037 317-826-7100 Toll free B00-898-0332 FaR 317-826-7200 wwwschneitlercorp com Schneider June 4, 2003 Steve Cash Hamilton County Surveyor's Office Hamilton County Judicial Center One Hamilton County Square, Suite 146 Noblesville, IN 46060 RE: Claybourne, Section 2 Secondary Plat 8~ Construction Plans TSC Job #3690.002 Dear Steve: One copy of the secondary plat and construction plans for Claybourne, Section 2 is enclosed. These plans will be reviewed at the June 18, 2003 Carmel TAC meeting. Please forward your review comments to me or call if you have any questions. Sincerely, . Cort Crosby, P.E. Project Engineer JCC/cct Enclosures R73W369Mac060403 Eac ~~i~~1 J' 1962-2002 THE SCNNEIDER CORPORATION Historic Fort Harrison 890101is Avenue Indianapolis, Intliana 462164037 317826-7100 wwwsch neide rcorp.co m Toll free 800898-0332 Fax 317-8267200 ~~ Schneider June 4, 2003 Dick Hill Carmel City Engineer's Office 1 Civic Square Carmel, IN 46032 RE: Claybourne, Section 2 Secondary Plat 8~ Construction Plans TSC Job #3690.002 Dear Dick: ~~~~ One copy of the secondary plat and construction plans for Claybourne, Section 2 is enclosed. These plans will be reviewed at the June 18, 2003 Carmel TAC meeting. Please forward your review comments to me or call if you have any questions. Sincerely, J Cort Crosby, P.E. Project Engineer JCC/cct Enclosures RJ3W3690/Iac060403AOc ,!! ~/~i~~1~ UG2-2002 THE SCNNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216-1037 317-826-7100 Toll free 800-8980332 Fax 317-8 26 7 200 www. sch ne ide rcorp. co m • ~~ Schneider June 4, 2003 Paul Pace Carmel City Utilities 130 First Avenue SW Carmel, IN 46032 RE: Claybourne, Section 2 Secondary Plat 8~ Construction Plans TSC Job #3690.002 Dear Paul: One copy of the secondary plat and construction plans for Claybourne, Section 2 is enclosed. These plans will be reviewed at the June 18, 2003 Carmel TAC meeting. Please fonrvard your review comments to me or call if you have any questions. Sincerely, J. Cort Crosby, PGA E. -/ Project Engineer JCC/cct Enclosures RI.1W%90/Iac060403.doc 1962-2002 7HE SCNNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Intlia na polls, Indiana 46216-1037 317826-7100 Toll free 800-8980332 Fax 317-826-7200 www sch n eitl ercorp. com ~~ Schneider June 4, 2003 John South Hamilton County Soil & Water Conservation District 1108 South 9th Street Noblesville, IN 46060 RE: Claybourne, Section 2 Secondary Plat 8~ Construction Plans TSC Job #3690.002 Dear John: ~~~ One copy of the secondary plat and construction plans for Clayboume, Section 2 is enclosed. These plans will be reviewed at the June 18, 2003 Carmel TAC meeting. Please forward your review comments to me or call if you have any questions. Sincerely, J. Cort Crosby, P.E. Project Engineer JCC/cct Enclosures R:~klJ690RacO60C03.tlx I!! - ~/ /c~.f//~ ~~// IJCr2-2002 THE SCNNEIDER CORPORATION Historic Fart Harrison 8901 Otis Avenue Intlia na polls, Intliana 46216-1037 317-8267100 Toll free 800-8980332 Fax 31]-6267200 www schneitlercorp.com • ~~ Schneider June 4, 2003 Chuck Shupperd Indiana Gas Company 16000 Allisonville Road Noblesville, IN 46060 RE: Claybourne, Section 2 Secondary Plat 8~ Construction Plans TSC Job #3690.002 Dear Chuck: One copy of the secondary plat and construction plans for Claybourne, Section 2 is enclosed. These plans will be reviewed at the June 18, 2003 Carmel TAC meeting. Please forward your review comments to me or call if you have any questions. Sincerely, J. Cort Crosby, P.E. Project Engineer JCC/cct Enclosures R:/3 W3690/tac060403.doc `% ~/ ~iLr/~~ I J61-2002 THE SCNNEIDER COq PORATION Historic Fort Harrison 8901 Otis Avenue Intlia napolis, Indiana a6216-1037 317-826-7100 Toll free 800-898-0332 Fax 317~826~7200 wwwsch ne id ercorp. com +• Schneider June 4, 2003 John Lester CarmelJClay Parks 1 Civic Square Carmel, IN 46032 RE: Claybourne, Section 2 Secondary Plat & Construction Plans 7SC Job #3690.002 Dear John: ~A One copy of the secondary plat and construction plans for Clayboume, Section 2 is enclosed. These plans will be reviewed at the June 18, 2003 Carmel TAC meeting. Please forward your review comments to me or call if you have any questions. Sincerely, . Cort Crosby, P.E. Project Engineer JCC/cct Enclosures RIOk/3690Aac060403.0oc Cam/ :~ rust-zooz THE SCHNEIDER CORPORATION Historic Fort Harrison 89010tis Avenue Intlianapolis, Intliana 46216-103] all-826-]100 Toll free 800-898-0332 Fax 31]-826-]200 wwwsctl neitlercorp.com Schneider June 4, 2003 Bill Akers Carmel Communications 31 First Avenue NW Carmel, IN 46032 RE: Claybourne, Section 2 Secondary Plat 8~ Construction Plans TSC Job #3690.002 Dear Bill: One copy of the secondary plat and construction plans for Claybourne, Section 2 is enclosed. These plans will be reviewed at the June 18, 2003 Carmel TAC meeting. Please forvvard your review comments to me or call if you have any questions. Sincerely, J. Cort Crosby, P.E. Project Engineer JCC/cct Enclosures Rl3k/3690hac060403.tloc l~A// :/' I')62-2002 THE SCHNEIDER CORPORATION Historic FOrt Harrison 89010tis Avenue Indianapolis, Intliana 46216-1037 317-826-7100 Toll free 800898-0332 Fax 3178 26-7 200 wwwsch neidercorpcom ~~ Schneider June 4, 2003 Barry McNulty Hamilton County Health Department, Suite 30 One Hamilton Square, Suite 30 Noblesville, IN 46060 RE: Claybourne, Section 2 Secondary Plat 8~ Construction Plans TSC Job #3690.002 Dear Barry: One copy of the secondary plat and construction plans for Claybourne, Section 2 is enclosed. These plans will be reviewed at the June 18, 2003 Carmel TAC meeting. Please fonrvard your review comments to me or call if you have any questions. Sincerely, ~c J. Cort Crosby, PCr~E~ Project Engineer JCC/cct Enclosures Rf3kA690AacO60E03.tloc ,!!~~i~~1 J' ~/ 1962-2002 THE BCHNEIDER CORPORATION Historic Fort Ha«ison 8901 Otis Avenue Indianapolis, Intliana 462164037 317-826-7100 Tall free 800-898-0332 Fax 3P-826-]200 www schneitlercorp.com • ~~ Schneider June 4, 2003 Dave Klingensmith Carmel Street Department 211 Second Street SW Carmel, IN 46032 RE: Claybourne, Section 2 Secondary Plat & Construction Plans TSC Job #3690.002 Dear Dave: One copy of the secondary plat and construction plans for Clayboume, Section 2 is enclosed. These plans will be reviewed at the June 18, 2003 Carmel TAC meeting. Please forward your review comments to me or call if you have any questions. Sincerely, J. Cort Crosby, Pc~ E~ Project Engineer JCC/cct Enclosures Rl3k/3690/Iac060403.doc - Cam/ P~Cl/l~J- 1962-2002 THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216-1037 317-826]300 Toll free 800-898-0332 Fax 317-826-7200 www.sch neitle rcorp.co m ~~ Schneider June 4, 2003 Ron Farrand Carmel/Clay Schools 5201 East 131st Street Carmel, IN 46033 RE: Claybourne, Section 2 Secondary Plat & Construction Plans TSC Job #3690.002 Dear Ron: One copy of the secondary plat and construction plans for Clayboume, Section 2 is enclosed. These plans will be reviewed at the June 18, 2003 Carmel TAC meeting. Please forward your review comments to me or call if you have any questions. Sin~ly, ~- - / J. Cort Crosby, P.E. Project Engineer JCC/cct Enclosures R/3k/3690AacO60C03.doc ~~~1~ IIG2-2002 THE SCXNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Intlia na polls, Intliana 462161037 3P-826-7100 Toll free 800~898~0332 Fax 3ll~826-7200 www. sch ne ide rcorp.co m ~~ Schneider June 4, 2003 Greg Cammack Ameritech 5858 North College Avenue Indianapolis, IN 46220 RE: Claybourne, Section 2 Secondary Plat 8~ Construction Plans TSC Job #3690.002 Dear Greg: One copy of the secondary plat and construction plans for Claybourne, Section 2 is enclosed. These plans will be reviewed at the June 18, 2003 Carmel TAC meeting. Please forward your review comments to me or call if you have any questions. Sincerely, V J. Cort Crosby, P.E. Project Engineer JCC/cct Enclosures R:r~aassonacosoao3.eoc ~~//~~ 1962-2002 THE SCHNEIOER CORPORATION Historic Fort Harrison 8901 Otis Avenue Intliana polls, Intliana 46216-1037 all-826-7100 Toll /ree 800898-0332 Fan 317-826-7200 wwwsch ne itle rco rp. co m ~~ Schneider June 4, 2003 L. Joe Cook Hamilton County Sheriffs Department 18100 Cumberland Road Noblesville, IN 46060 RE: Claybourne, Section 2 Secondary Plat 8~ Construction Plans TSC Job #3690.002 Dear L. Joe: One copy of the secondary plat and construction plans for Clayboume, Section 2 is enclosed. These plans will be reviewed at the June 18, 2003 Carmel TAC meeting. Please forward your review comments to me or call if you have any questions. Sincerely, ~-~-' J. ort Crosby, P.E. Project Engineer JCC/cct Enclosures RJ3W3690/Iac060403.Eac ~L./1-/ y~i~~~l~ ~~ I G2-2002 THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Intlianapolis, Intliana 462163037 317-8267100 Toll free 800-898-0332 Fax 317-826-7200 www schneitlercarp.com Schneider June 4, 2003 Gary Hoyt Carmel Fire Department Investigations 2 Civic Square Carmel, IN 46032 RE: Claybourne, Section 2 Secondary Plat & Construction Plans TSC Job #3690.002 Dear Gary: One copy of the secondary plat and construction plans for Claybourne, Section 2 is enclosed. These plans will be reviewed at the June 18, 2003 Carmel TAC meeting. Please forward your review comments to me or call if you have any questions. Sincerely, . Cort Crosby, P.E. Project Engineer JCC/cct Enclosures R:/3k13G90/Iac060403.tloc f~/ :~ 1962-2002 THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, Intliana 4 6 216-10 37 all-826-7100 Toll free 800-8980332 Fax 317-826-7200 wwwsch neitlercorpcom ` • ~~ Schneider June 4, 2003 Michael Fogerty Office of Carmel Police Chief 3 Civic Square Carmel, IN 46032 RE: Claybourne, Section 2 Secondary Plat & Construction Plans TSC Job #3690.002 Dear Michael: One copy of the secondary plat and construction plans for Claybourne, Section 2 is enclosed. These plans will be reviewed at the June 18, 2003 Carmel TAC meeting. Please forvvard your review comments to me or call if you have any questions. Sincerely, .Crosby, P.E. Project Engineer JCC/cct Enclosures R lik/3690AaN W 403.tloc ~~i~~1 J' 1962-2002 THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 4 6 216-10 3] 317-826-7100 Toll free 800898-0332 Fax 317-826-7200 wwwsch ne ide rcorp. c o m .• Schneider June 4, 2003 Larry Castetter PSI 1441 S. Guilford Carmel, IN 46032 RE: Claybourne, Section 2 Secondary Plat 8~ Construction Plans TSC Job #3690.002 Dear Larry: One copy of the secondary plat and construction plans for Claybourne, Section 2 is enclosed. These plans will be reviewed at the June 18, 2003 Carmel TAC meeting. Please forward your review comments to me or call if you have any questions. Sincerely, c J. Cort Crosby, P.E. Project Engineer JCC/cct Enclosures ftJ3W3690ttac060403.dx ~~~~~ 1962-2002 THE SCRNEIDER CORPORATION Historic Fort Harrison 89010tis Avenue Indianapolis, Indiana 462161037 317-826-7100 Toll free 800-698-0332 Fax 317-8 267 20 0 www. s ch ne id e rcorp. co m Schneider June 4, 2003 Robert Hendricks Hamilton County Local Emergency Planning Committee 18100 Cumberland Road Noblesville, IN 46060-1624 RE: Claybourne, Section 2 Secondary Plat & Construction Plans TSC Job #3690.002 Dear Robert: One copy of the secondary plat and construction plans for Clayboume, Section 2 is enclosed. These plans will be reviewed at the June 18, 2003 Carmel TAC meeting. Please forvvard your review comments to me or call if you have any questions. Sincerely, ~~A! J. Cort Crosby, P.E. Project Engineer JCC/cct Enclosures R13W3690/Iac060403.tloc ~/ 1962-2002 THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Intlia na polls, Intliana 46216-1037 317-826-7100 Toll free 800-898-0332 Fax 317-826-7200 wwwsch neidercorp.com