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Home My WebLink AboutCorrespondence 26 ~ 2-. BRENWICK BRENWICK DEVELOPMENT COMPANY, INC. 12821 East New Market St. Suite 200 Carmel, Indiana 46032 Telephone: Fax: 317-574-3400 317-574-3919 TRANSMITTAL TO: Mr. Matt Griffin DATE: December 19, 2005 Co.: Carmel DOCS PROJECT: Village of WestClay One Civic Square RE: 10012 Plat - BPW Agenda Carmel, IN 46032 FAX No. FROM: Kevin Krulik TELEPHONE No. 571-2281 WE ARE SENDING YOU: o Faxed Total pages, including cover sheet Attached via: 0 Mail 0 Fed Ex 0 UPS rgj Courier D Pick up 0 Other # Copies Revision Date Description 1 Copy of Cover letter to Dick Hill 1 Copy of Cover letter to Angelina Butler 1 Copy of Replat Application THE ABOVE ARE TRANSMITTED as checked below: rgj For Approval rgj For your use o As requested o For review and comment o FOR BIDS DUE o Other: ,200 REMARKS: Please call with any questions. lJ COpy TO: Rt.C,t.\\JtJ) U\:c, \ 9 i r;i;JCS If enclosures are not as noted, kindly notify us at once Operations/forms/transmittal form. doc Updated 6/14/04 ~~ Schneider INDIANA Corporate Headquarters Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 Phone: 317.826.7100 Toll-Free: 866.973.7100 Fax: 317.826.7200 Lafayette Office 3725 Rome Drive Park 26 Lafayette, IN 47905 Phone: 765.448.6661 Fax: 765.448.6665 Carmel Office 12821 E New Market Street Suite 100 Carmel, IN 46032 Phone: 317.569.8112 Fax: 317.826.6410 Avon OffIce Building 1000 5250 E US Highway 36 Suite 250 Avon, IN 46123 Phone: 317.745.9926 Fax: 317.745.9973 Merrillvllle Office 9800 Connecticut Drive Suite Bl-508 Merrillville, IN 46307 Phone: 219.644.3692 Fax: 219.644.3682 NORTH CAROLINA Charlotte Office 2151 Hawkins Street Suite 201 Charlotte, NC 28203 Phone: 704.333.8360 Fax: 704.333.8362 IOWA ProMap Office 1531 Airport Road Suite 2 Ames, IA 50010 Phone: 515.233.3311 Fax: 515.233.4575 The Schneider Corporation 12821 E New Market Street, Suite 100 Carmel, IN 46032-7258 Phone: 317.569.8112 Fax: 317.826.6410 December 19,2005 Angelina Butler Department of Community Services One Civic Square Carmel, IN 46032 RE: THE VILLAGE OF WEST CLAY - REPLAT SECTION 10012 TSC # 1238.10012 Dear Angelina, Please find enclosed the following for the REPLAT in Section 10012 in the Village of WestClayfor Lots 150, 151A, 1518, and 152: . Replat Application . 1 Signed Mylar . 2 Signed Paper Copies . 1 Legal Description (for replat area) The Village of WestClay Section 10012 secondary plat was previously recorded, Instr. #200500070088. Brenwick Development is re-platting Lots 150, 151, and 152; creating a total of 4 lots. The new lot numbers are 150, 151A, 151B, and 152. This is an increase of 1 lot. Please review and forward any comments. Once review is complete, please assign a docket number so that we may pay the required fees as determined by DOCS prior to the BPWS meeting. Please also have Mike Hollibaugh sign the replat and forward to Dick Hill in Engineering to be placed on the next BPWS agenda. I have also submitted a paper copy to Dick Hill in Engineering so that he is aware we are requesting the replat to be on the next available BPWS agenda. If you should have any questions, or are in need of additional information, please feel free to contact me at your convenience. Sincerely, THE SCHNEIDER CORPORATION (:::;> . ~~ ( Bra~~.~' . Project Manager 4 RECEIVED DEe 1 9 2005 DOCS Enclosure www.schneidercorp.com BRENWICK December 19, 2005 Mr. Dick Hill Assistant Director, Department of Engineering One Civic Square Carmel, IN 46032 Re: REPLAT of The Village of West Clay Section 10012 Dear Dick, Please consider this a formal request to be placed on the agenda of the January 5th Board of Public Works meeting regarding plat approval for the above referenced project. If you have any questions or should require further information please feel free to contact me at 574-3400. Sincerely, BRENWICK DEVELOPMENT COMPANY, INC. ~> . ':::--==; ~. ~..-. Kevin Krulik L.S. Project Manager l\ "-' RECE\\IED ".'>':'V- DEe' 9 :..,,'J DOCS Enclosures: 1 paper copy of re-plat Cc: Matt Griffin, Angelina Butler 12821 E. New Market St. Suite 200 . Carmel, Indiana 46032 . 317.574.3400 . 317.574.3919 Fax brenwNi!Wfw&OO'bce\<a6.Bm\ W estClay\l 00 12\hill121905 .doc http://www.brenwick.com .--j .4 _m____~~~~-~_:_==~fr__q-w~:t.\"l-<;j?C_:_ April 21, 2005 EL Mr. Brandon T. Burke, PE The Schneider Corporation T B MA: 12821 East New Market Street, Suite 10()JAMES RAINARD, YOR Carmel, IN 46032 RE: Village of West Clay, Section lOOl2-Project Review #2 Dear Mr. Burke: The City has received your comment letter and drawings dated March 9, 2005 based upon the City review of December 29,2004. The comments from the City review have been satisfactorily addressed with the following exceptions: COMMENTS CONSTRUCTION PLANS 13. Sheet CIOl and C102 . Comment on previous review: "Please make the flood route arrows from the off-site to the west match the arrow in the legend." The flood route arrows have been removed. Please add them back to the drawings. . Comment on previous review: "It is apparent that the roadway area draining to Structures 674 and 675 is not being detained." Thank you for your response. Please confirm that this is acceptable to the Hamilton County Surveyor's Office. . Comment on previous review: "It is apparent that there are concentrated discharges from most of the aIleys into the main streets. It is also apparent that there are long distances in the alleys themselves without drainage inlets. Please provide calculations that demonstrate the ability of the alleys to convey the runoff generated to the proposed inlets without overwhelming the alley "gutter". Also, please provide calculations for the gutter capacity of the main streets to convey the concentrated discharges from the alleys to the inlets in the main streets." The Department of Engineering has not received the requested calculations. 18. Sheet C601-C603 . Comment on previous review: "There is not the required minimum cover over the pipe at structures 609,660,661,674,675,713." The pipe between structures 674 and 675 does not have the minimum one foot of cover between the bottom of the pavement aggregate course and the top of the pipe. By the Department's calculations, 8 inches of additional cover is required. The Department requests that this piping network be lowered and the outlet pipe extended to daylight such that minimum cover is provided. . Comment on previous review: "Please demonstrate on plans or in the Drainage Report that unmatched pipe crowns does not have a negative effect on the HGL and that the HGL remains below the top of castings for the design storm." Please indicate where in the plans or the drainage calculations this has been addressed. 20. Sheets C801-C803 . Please revise typical water main installation detail noted on Sheet C703 and note 3, G on Sheet C703 to comply with the requirements outlined in paragraph 4 of article 20 of project review letter # 1. . Revise Detail 1/C803 to indicate B-borrow for structure backfill in lieu of#8 stone noted in text with leaders (general note is acceptable). 21. Sheets LlOl and LlO2-Landscape Plans . Please remove Landscape Plans from this set of plans. Approval oflandscaping does not come from the Department of Engineering. These comments represent the Department of Engineering's second review of the construction plans for this project. We request that all responses to our comments be provided in \Hiting. Failure to provide written responses may result in delay of the review process. It is critical that this office be made a\v!,!re of all modification made on the plans being re-submitted, particularly if any such changes are considered "new" or fall outside of our previous reviews. Please provide revised plans indicating all revisions. Please notify us of any changes.and specifically state any changes, including changes resulting from Plan Commission, Special Studies or other com~ittee meetings. DEPARTMEt'\T OF ENGINEERING ONE CIVIC SQUARE, CAR1'vlEL, IN 46032 OFFICE 317.571.2441 FAX 317.571.2439 El\WL engineering@ci.carmel.in.us . All bonds and performance guarantees (if required) must be posted prior to Engineering Department approval. Also, Board of Public Works and Safety approval and any other governing agency approvals (if required) must be obtained prior to Engineering Department approval. Comments from the drainage review have been issued. Please resubmit drawings that address both the comments of this letter and any required drainage revisions. The Department of Engineering reserves the right to provide additional comments based on subsequent reviews. Cc: Jon Dobosiewicz, Department of Community Services John Duffy, Carmel Utilities Paul Pace, Carmel Utilities Kevin Krulik, Brenwick Development Co. Greg IIko, Crossroad Engineers Greg Hoyes, Hamilton County Surveyor's Office Project File Engineering Department Review S:\DHILL\PROJREV04\VILLAGEWCLA YI 00 i2REV2 Construction/Stormwater Pollution Prevention Plan Technical Review and Comment (Form 1) Project Name: ""4,"' ;<'('kiyS~~ County: Hamilton Plan Submittal Date: 03/31/05 Hydrologic Unit Code: 5120201090060 Project Location Description: Village of West Clay, 13lst and Towne Roads 20 ac Latitude and Longitude: Lat- 39-58'-52" N Long- 86-11'-59" W Civil NE Section: 28 3E = Q "i Project Owner Name: Brenwick Development E Contact: Kevin Krulik Q . iE Address: 12821 E. New Market Street, SUite 200 ... 't City: Carmel State: IN ';-' Phone: 317-547-3400 FAX: '"' ~ Plan Preparer Name: Brandon Burke Affiliation: Schneider Corporation Address: 12821 E. New Market Street, Suite 100 City: Carmel State: IN Phone: 317-569-8112 FAX: 317-826-6410 Zip: 46032 E-Mail: Zip: 46032 E-Mail: BBVRKE@schneidercorp.com Review Date: 04/12/05 ~ Principal Plan Reviewer: John B. South P.E. CPESC .~ Agency: Hamilton County Soil and Water Conservation District ~ ~ Address: 1108 South 9th Street ; City: Nob1esville it Phone: 317-773-2181 Assisted By: FAX: State: IN 317-776-1101 Zip: 46060 E-Mail: john-south@iaswcd.org ../ PLAN IS ADEQUATE: A comprehensive plan review has been completed and it has been determined that the plan satisfies the minimum requirements and intent of 327 lAC 15-5. o Please refer to additional information included on the following page(s). o Submit Notice of Intent (NOI): Attach a copy of this cover page when submitting the NOI to the Indiana Department of Environmental Management. Construction activities may begin 48 hours following the submittal of the NO!. A NOI must also be sent to the SWCD, o A preliminary plan review has been completed; a comprehensive review will not be completed within the 28-day review period. The reviewing authority reserves the right to perform a comprehensive review at a later date and revisions to the plan may be required at that time to address deficiencies. o Please refer to additional information included on the following page(s). o Submit Notice ofIntent (NOI): Attach a copy of this cover page when submitting the NOI to the Indiana Department of Environmental Management. Construction activities may begin 48 hours following the submittal of the NO!. A NOI must also be sent to the o PLAN IS DEFICIENT: Significant deficiencies were identified during the plan review. o Please refer to additional information included on the following page(s). o DO NOT file a Notice of Intent for this project. o DO NOT commence land disturbing activities until all deficiencies are adequately addressed, the plan re- submitted, and notification has been received that the minimum requirements have been satisfied. should be mailed or delivered to the Principal Plan Reviewer identified in the Plan Review Section above. DNR, Division of Soil Conservation Page 1 ofl Revised J 2/09/03, Form J o ~~ Schneider o January 10, 2005 ~ ~~~ ~~ ~~~<J ~ t&- Jon Dobosiewicz Department of Community Services One Civic Square Carmel, IN 46032 RE: VILLAGE OF WESTCLAY - SECTION 10012 Docket #0411 0042-SP Dear Jon, Please find enclosed a check in the amount of $2,950 for the Secondary plat filing fee for the Village of West Clay Section 10012. If you should have any questions, or are in need of additional information, please feel free to contact me at your convenience. Sincerely, THE SCHNEIDER CORPORATION <r ;{:S ~ Brandon Burke, P.E. Project Manager Enclosure N :\1238\1 0 12\docs\dobosiewiczO 1-1 0-05.doc ~ THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, Indiana 46032 317-569-8112 Fax 317-826-6410 www.schneidercorp.com 15498 CITY OF CARMEL 0 January 10, 2005 Oeck No 15498 Document Document No. Date Amount Discount Net Amount DOCKET # 04 01/10/05 2,950.00 0.00 2,950.00 Total << o Lf I!J)}]!!~~_ CI EL December 29, 2004 JAMES BRAlNARD, MAYOR Mr. Brandon T. Burke, PE The Schneider Corporation 12821 East New Market Street, Suite 100 Carmel, IN 46032 RE: Village of West Clay, Section lO012-Project Review #1 Dear Mr. Burke: We have reviewed the plat and plans submitted for this project and offer the following comments: GENERAL INFORMATION 1. The project site is located within current City of Carmel Corporate Limits. 2. Jurisdictions: . Streets and Right of Way, Curbs, Street Signs, Sidewalks - City of Carmel. . Water - Carmel Utilities. . Sanitary Sewers - Clay Township Regional Waste District . Storm SewerslDrainage - Hamilton County Surveyor's Office (City of Carmel Review). . Regulated/ Legal Drains - Hamilton County Surveyor's Office. 3. Board of Public Works and Safety Requirements: . Water Availability . Temporary Construction Entrance (if applicable and iflocated at a location other than planned permanent entrances) . Please be advised that any opell ClIts of dedicated streets will reqllire separate Board of PlIblic Works alld Safety approval. . Any permanent improvement (including irrigation systems) to be installed within dedicated right of way or dedicated easements. This approval would require a Consent to Encroach Agreement between the Owner and the City of Carmel. . Secondary Plat approval. . Right of Way Dedication (if applicable) A sc.hedule for Board of Public Works and Safety meeting dates and agenda deadlines was previously sent for your use. Please use the Engineering Department deadlines for submissions to the Board. Any submissioll to the Board requires prior approval by tlte Carmel Clay Plan Commission andlor tlte Board of Zoning Appeals (if applicable) and completioll of review by the Technical Advisory Committee. All writtell requests to be placed 011 tlte Board's agellda mllst inclllde the appropriate Docket Number and tlte date (or dates) of approval by the Plall Commissioll alldlor the Board ofZollillg Appeals (if applicable). 4. T.A.C. ReviewlDrawings submitted for approval: We request that all comments and comment letters generated by this office be answered in writing and be accompanied by a drawing reflecting requested revisions. Final drawings will not be approved for construction until all Engineering Department issues have been resolved. The design engineer must certify all drawings submitted for final approval. This office will require a minimum of three-sets of drawings for approval after all issues have been resolved. The drawings will be stamped as approved and will be signed by the City Engineer. The Owner will receive one-set which is to be maintained on the construction site at all times. Our Public Works Inspector will receive one-set and one-set will be maintained in the Engineering Department. DEPARTMENT OF ENGINEERING ONE CIVIC SQUARE, CARMEL, IN 46032 OFFICE 317.571.2441 FAX 317.571.2439 EMAlL engineering@ci.carmeLin.us ~~; Mr. Brandon 1. Burke, PE December 14, 2004 Page 2 We will approve an additional two-sets of drawings, totaling five-sets if desired. The additional sets must be provided with the minimum three-sets. 5. Please be advised that any installation of signs, walls, irrigation systems, etc. within dedicated right of way or dedicated easements will require a Consent to Encroach Agreement with the City ofCarme!'s Board of Public Works and Safetv. 6. Carmel UtilitieslWater Distribution should be provided copies of all drawings and revisions for review of water issues. They will provide a separate review regarding these issues. 7. Carmel Utilities does not subscribe to "Holey Moley" and should be contacted directly for all water main locations. 8. I have sent copies of the following previously and will not send additional copies unless requested to do so: . Subdivision Project Approval Procedures . Performance Release Procedure . Subdivision Building Permits . Permit Data, Contacts, etc. . Street Sign requirements BONDING REOUIREMENTS 9. Individual Performance Guarantees will be required for the following subdivision imRrovements: . Streets (base, binder and surface). You may bond perimeter street improvements separately. . Curbs . Water Mains . Street Signs . Sidewalks (builders lot sidewalks and perimeter right of way sidewalks/perimeter right of way asphalt paths/common area right of way sidewalks may be bonded separately). The amount of the Performance Guarantee is based upon a certified Engineer's Estimate for 100% of the cost of labor and materials to construct the individual improvements, to be provided by the design engineer. Please provide detailed Engineers Estimates for each improvement including unit costs, quantities, materials and types of materials, etc. Upon completion and release' of individual Performance Guarantees, a three-year Maintenance Guarantee will be required. The Maintenance Guarantee amount is based upon 15% of the Performance amount for Streets and Curbs and 10% of the Performance amount for all other improvements: Performance Guarantees may be Performance or Subdivision Bonds, Irrevocable Letters of Credit or Cashier's/CertifiedlOfficial Checks. Please reference the enclosures for more detailed explanation of our procedures. AVAILABILITY AND CONNECTION FEES 10. Availability (acreage) Fees must be paid after all other Engineering Department requirements have been satisfied and prior to the approved start of construction activities. Availability Fees are based upon total platted acreage for the development at the current rate of$I,01O.00 per acre (Water Availability Fee). Based upon the secondary plats indicated acreage, the following Water Availability Fees would apply: Section 10012 - 20.09 Acres @ $1,01O.00/Acre = $20,291.00 Water Connection Fees are currently $1,310.00 per single-family residence. Connection Fees are paid when the infrastructure has been completed, satisfactory test results obtained and the subdivision has been released for building permits. Water Connection Fees are paid on a oer-Iot basis. . If all irrigatioll system, swimming pool or clubhouse is planned for this, or any future section of the development, additional Water Connection Fees will be assessed based UpOIl the recommendatioll of the Director of Carmel Utilities. Additiollal Board of Works approval is also required. COMMENTS SECONDARY PLAT II. The 20- Year Thoroughfare Plan indicates West 13151 Street as a Residential Parkway with a total right of way requirement of 100-feet, 50-feet half. The plat indicates a right of way of90-feet. 12. Please indicate corner monumentation symbols in the legend. - .,' COMMENTS CONSTRUCTION PLANS 13. Sheet CIOI and CI02 . The width of most streets where subsurface drain is required is typically 30-feet or less from back of curb to back of curb. In this section on Broad Street, with the median, there is a separation of 56-feet between parallel subsurface drain runs. Please demonstrate that the subsurface drain is as effective with the 56-foot separation with medians as it would be at the 30-feet or less separation without medians. . Please label alleys as private. . It appears that sidewalks do not continue through the alley pavement but instead abut each side of the pavement. WiII the entire entrance apron be concrete like a commercial drive entrance? Is it possible to construct as concrete now and not have to consider this in the future? . The Department assumes that Lots 144-149 and Lots 156-160 are being served by existing sanitary service laterals and that the Clay Regional Waste District is agreeable to the lengths of some of the service laterals. . Please delete General Note 4 from these sheets. . Please add curve data for each of the horizontal curves. . Please indicate the Flood Route for Pond No.3. . Please make the flood route arrows from the off-site to the west match the arrow in the legend. . Please indicate a MFPG for Lot 184. . Please define MFPG in the legend with the same note as in Section 9007. . Please label the swale slope between Structures 678 and 676 and label the swale to Structure 679 to have a I % minimum slope. . Please indicate the pond spillway. . The City recommends that subsurface drains be provided under inverted crowns. . It is apparent that the roadway area draining to Structures 674 and 675 is not being detained. . It is apparent that there are concentrated discharges from most of the alleys into the main streets. It is also apparent that there are long distances in the alleys themselves without drainage inlets. Please provide calculations that demonstrate the ability of the alleys to convey the runoff generated to the proposed inlets without overwhelming the alley "gutter". Also, please provide calculations for the gutter capacity of the main streets to convey the concentrated discharges from the alleys to the inlets in the main streets. . Please revise General Note 14 on each sheet to include sidewalk and curbing. . The median opening for the clubhouse is very close to the intersection. Is it possible to locate this opening further to the s01.l;th? . The Department will not allow the proposed alley access to 13151 Street. Please contact the Department to review this matter. . Should the lots adjacent to the flood route from the west be provided with an MFPG based on the highest point of the flood route? . Is it not possible to align the alley entrances behind Lots 15- I 52 and Lots I53-155? . The Department assumes that there wiII be no drive cuts on the main streets and that all access wiII be from the alleys? . 'Why does the 9-foot multi-use path only come part way into Broad Street? 14. Sheet C I 07 - Please add note that all regulatory signs and their placement require ordinances approved by the City Council of the City of Carmel. The Contractor shall coordinate the purchase and installation of the proposed signs with the Developer and the Carmel Street Department: 15. Sheets C201-C203 . Please add the following note to each sheet: "For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Service Laterals under City streets, regardless of the jurisdiction of the utility, the minimum cover from the top of the installed pavement to the top of the instaIled pipe shall be the pavement section thickness (all bituminous and aggregate material above the subgrade) plus 1-0". If the standard practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern." . Please indicate the water main crossings on the street profiles. 16. Sheet C301-C302 . According to the 20- Year Thoroughfare Plan, 13151 Street is a Residential Parkway with a total right of way requirement of 100-feet. The plans indicate a right of way of90-feet. . A 9-foot multi-use path is indicated. Please show a I O-foot multi-use path. . Please add a note that requires the existing pavement to be sawcut to a clean edge where new pavement will be placed adjacent to existing pavement. . Please add a note requiring all striping to be thermoplastic. p . Please add a pavement detail or text to the legend that requires the following pavement section for all paving within the 13151 Street right-of-way: 1.5" HAC. Surface #11 over 2" HAC. Binder #8 over 3" H.A.C. Base #5D over 7" #53 Stone over 4" #2 Stone. . Please revise Maintenance of Traffic notes to be specific to this project. 17. Sheet C401-C403 . Please revise backfill note in legend to include the following: "Bedding, haunching and initial backfill materials, placement and compaction for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5-feet of pavement shall be in accordance with the standard practice of the utility that has jurisdiction over the installation. Final backfill for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5-feet of pavement shall be B-Borrow for Structure Backfill meeting the material requirements of the INOOT and shall be compacted in 6-inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6-inches of the excavation below the start of the aggregate subbase of the pavement shall beNo. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. Ifthe standard practice of the utility that has jurisdiction over the installation has a more stringent final backfill requirement, the more stringent requirement shall govem." . Please add General Note 9 as follows: "For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Service Laterals under City streets, regardless of the jurisdiction of the utility, the minimum cover from the top of the installed pavement to the top of the installed pipe shall be the pavement section thickness (all bituminous and aggregate material above the subgrade) plus 1-0". If the standard practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govem." 18. Sheet C601-C603 . There is not the required minimum cover over the pipe at structures 609, 660, 661, 674, 675, 713. . Is it not possible to make the slope of all pipes between Structures 640-644 0.3% minimum slope? . Add General Note 5 to each sheet as follows: "For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Service Laterals under City streets, regardless of the jurisdiction of the utility, the minimum cover from the top ofthe installed pavement to the top of the installed pipe shall be the pavement section thickness (all bituminous and aggregate material above the subgrade) plus 1-0". If the standard practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern." . Please demonstrate on plans or in the Drainage Report that unmatched pipe crowns does not have a negative effect on the HGL and that the HGL remains below the top of castings for the design storm . Structures 674 and 675 cannot be constructed with 6" from top of pipe to top of concrete portion of structure. . Please show the water main crossings on these sheets. 19. Sheet C701-C702 . Please revise note regarding placement of valves in pavement to include sidewalks and curbing. . Please add General Note 6 as follows: "Bedding, haunching and initial backfill materials, placement and . compaction for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5-feet of pavement shall be in accordance with the standard practice of the utility that has jurisdiction over the installation. Final backfill for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5-feet of pavement shall be B-Borrow for Structure Backfill meeting the material requirements ofthe INOOT and shall be compacted in 6-inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6-inches of the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INOOT and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the installation has a more stringent final backfill requirement, the more stringent requirement shall govern. " . Please add General Note 7 as follows: "For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Service Laterals under City streets, regardless of the jurisdiction ofthe utility, the minimum cover from the top of the installed pavement to the top of the installed pipe shall be the pavement section thickness (all bituminous and aggregate material above the subgrade) plus 1-0". If the standard practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern." 20. Sheets C801-C803 . Please revise Cross Sections A-A, B-B and C-C to provide the following pavement section: 1.5" H.A.C. Surface #11 over 2" H.A.C. Binder #8 over 3" H.A.C. Base #50 over 7" #53 Stone. .J'OC; . Detail 6, Sheet C801 shows a 5'-0" minimum sidewalk (which is the City standard) but the cross sections indicate 4' -0" sidewalks. . Please add the following text to the sidewalk detail notes: "Sidewalk constructed with driveways or alley entrances shall have minimum thickness of6" or thickness of the driveway or alley apron, whichever is greater. " . DetailS, Sheet C802 and "Typical Water Main Installation" Detail on Sheet C703. Please revise the detail such that the following items are specified: "Bedding, haunching and initial backfill materials, placement and compaction for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5-feet of pavement shall be in accordance with the standard practice of the utility that has jurisdiction over the installation. Final backfill for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5-feet of pavement shall be B-Borrow for Structure Backfill meeting the material requirements of the INDOT and shall be compacted in 6-inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6-inches of the excavation below the start ofthe aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the installation has a more stringent final backfill requirement, the more stringent requirement shall govern." . Detail I, Sheet C803. Please revise the detail such that the following items are specified: "Bedding, haunching, and .initial backfill for all RCP installations shall be B-Borrow for Structure Backfill meeting the material requirements of the INDOT. Bedding shall be placed in the trench bottom such that after the pipe is installed to grade and line, there remains a 4-inch minimum depth of material below the pipe barrel and a minimum of3-inches below the bell. For pipe sizes 66-inches and larger, the minimum depth of material below the pipe barrel shall be 6-inches. Bedding, haunching and initial backfill shall be compacted in 6-inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill shall be brought up evenly on both sides of the pipe for the full length of the pipe. Haunching shall extend to the springline of the pipe. The limit of initial backfill shall be 6- inches above the springline. Minimum trench width shall be the outside diameter of the pipe plus 18- inches. Final backfill for all RCP installations under and within 5-feet of pavement shall be B-Borrow for Structure Backfill meeting the material requirements of the INDOT and shall be compacted in 6-inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6-inches of the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. Final Backfill for all RCP installations greater than 5-feet of pavement shall be clean fill material free ofrocks larger than 6-inches in diameter, frozen lumps of soil, wood or other extraneous material, compacted in 12-inch maximum lifts to not less than 90% Standard Proctor Density for the entire depth of the excavation. . Please delete Detail 17 on Sheet C80 I. The County Detail on Sheet C806 applies. 21. Sheets LIOI and Ll02-Landscape Plans . Please remove Landscape Plans from this set of plans. Approval oflandscaping does not come from the Department of Engineering. These comments represent the Department of Engineering's initial review of this project. Please provide our office with a follow-up letter with written responses to the above comments and revised plans indicating all revisions. Second and subsequent reviews will focus only on revised items. It is critical that this office be made aware of all modifications made on the plans being re-submitted, particularly if any such changes are considered "new" or fall outside of our initial review. If you have questions, please call Mike McBride or me at 571-2441. Enclosures .,.-:. Cc: Jon Dobosiewicz, Department of Community Services John Duffy, Carmel Utilities Paul Pace, Carmel Utilities Greg Hoyes, Hamilton County Surveyor's Office Project File Engineering Department Review S:\DHILL\PROJREV04\VILLAGEWCLA YIOOI2REVl City of Carmel Fire Department Headquarters 2 CIVIC SQUARE CARMEL, INDIANA 46032 Voice (317) 571-2600 Fax (317) 571-2615 Fire Prevention Bureau Brandon Burke, P.E. Schneider Corporation 12821 E. New Market St. Suite 100 Carmel, IN 46032 RE: Village of Clay West - Section 10012 LETTER OF APPROVAL The undersigned has reviewed the proposed plans for Village of Clay West - Section 10012 and has approved the plans subject to the following: 1. Our office, in conjunction with the Department of Community Development, are requesting in newly platted subdivisions, fire hydrant makers be installed in the street pavement perpendicular to the fire hydrant. This will allow the fire department to more easily spot fire hydrants during an emergency. 2. Will this project contain an amenity area? If so our office is requesting a Knox box installed on the building for emergency access. Knox product may be ordered on-line at www.knoxbox.com 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: December 14.2004 By: Gary Hoyt, Fire Marshal Carmel Fire Department 12/87/2884 14:10 3177769628 HAMILTON CO SURVEVOR PAGE 01/03 J ~7(enroll C. 'If'llrl!, SlIIvryor 'r/iw (J ri) iib.84~$ 'Fax (j17' 77h-~6J.S SlIi/co ~~$ OtiC :Homilton C~m't>' .~ql/ar~ )"Dble~l'ifll'o 1III/Imlo 4bOC;O-,1;lJO Re: VUlage of West Clay - Section 10012 ~o~iSe=J December 14t 2004 The Schneider Corporation A TTN: Brandon Burke 12821 East New Market Street, Suite 100 Cannel, IN 46032 VIA FACSIMILE: 826-6410 Dear. Mr. Burke: We have reviewed the construction plans submitted to the Hamilton County Surveyor's Office on December 1, 2004 for this project and have the following comments: 1. The proposed project falls in the jurisdiction of the City oCCarmel. 2. The proposed project DOES NOT fall in a Cannel Wellhead Protection Zone. 3. The proposed project falls in the Elliott Creek Regulated Drain Watershed. 4. This project will be a Hamilton County Regulated Drain Subdivision, subject to approval of the Hamilton County Drainage Board. As pet' the prior agreement for the Village of West Clay, the underdrains will not be part of the regulated system. S. Please submit the following procedural items to this office, petition for regulated subdivision, non-enforcement request for subdivisiont outlet pmnit (Elliott Creek Drain), engineer's estimate, and all associated bonds for 120% of construction cost. The applications are available on our website at htlP:llwww.co.hamilton.in.us. go to Departments. Surveyor, and Drainage Pennits. Please Dote a new Petition for Replated Drain Subdivision Is posted OD the Hamilton County website. 12/B7/2BB4 14:1B 3177769628 HAMILTON CO SURVEYOR PAGE B2/B3 I 6. The proposed project appears to fill in and block the existing channel that is in place as part of Elliott Creek. The channel carries water from Lakeside Park, Towne Pointe, and undeveloped areas up stream of this site. This channel is not regulated drain but does carry water ftom regulated drain subdivisions. This office will Dot allow this flow to be block by the development and it will need to be worked out before this section will be approved. 7. Please incorporate the HCSO approved structure date table (Standard D-19) as the format. 8. Please label the MFPGt MFFt or pad grade on lot 184. 9. The proposed. pond needs to contain a spill way in the bank of the pond, set at the 100 year elevation (see detail 0-8). The 100 year flood emergency routing must be set level with the spiUway and preferably maintain positive fall. 10. HCSO Standard Detail 0-8 requires a IS' easement around the pond from the top of bank. Please increase the rear yard D.U.& S.B. on lot 184 and the future lots in 9001 to 15 feet. 11. The plat is a little Mclear in regards to DogwOod Pond Commons and Commons Webster Park. Are they both the same common area? Does the 188,121 sq. ft. include both areas and is it all dedicated D.V. & S.B.? 12. What does P.A. stand for On the plat (Broad Street median areas)? 13. The easement label should be moved from under the square feet area for Commons (west side ofproject). 14. Structure 679, 676. and 711 need debris guards lIS per detail D-12. Please label this on the development plan and the P & P sheets. 1 S. Please include HCSO Standard Detail 04 in the construction plans and show the bank armonnent at structure 710 on the development plan. 16. Please include HCSO Standard. Detail 0-5 in the construction plans. 17. I win require a field verified depth on the existing private tile. to be connected into structure 610, before final approval will be given to this section. 18. The road cut on 131M street will need to be approved by the City of Carmel and the repair must be to their standards. 19. Please submit drainage calculations with the next submittal. 20. Please note the additional comments may be wammted at a later date. 12/B7/2BB4 14:1B 3177769628 HAMILTON CO SURVEYOR PAGE B3/B3 I Should you have any questions. I can be reached at 317-776-8495. ~~ Greg Hayes Plan Reviewer cc: Jon Dobosiewicz - Carmel DOCD John South - HCSWCD Steve Broermann - HCHD Dick Hill- Cumel Bngineering Brenwick Development Q u CITY OF CARMEL Department of Community Services One Civic Square Carmel, IN 4&X32 (317) 571-2417 Fax: (317) 571-2425. Fax To: ~,(GndoY\ ~Vy k Fax: 8 2 LP - loLl I 0 From: A.. ~nn ~ 12- ~ .. 6L.j Pages: Phone: Date: Re: \J OWe - See.. \ CK.l \ 2.. CCI D Urgent D For Review D P.lease Comment 0 Please Reply [J Please Recycle (.D CCOpy City of Carmel VIA FAX: 826-6410 Original by mail December 3,2004 Brandon Burke Schneider Corporation 12821 E New Market Street, Suite 100 Carmel, IN 46032 RE: Village of West Clay, Section 10012 (#04110042 SP) -Secondary Plat Application Dear Mr. Burke: This letter is in response to your Secondary Plat Application for Village of WestClay, Section 10012. This is a preliminary letter to let you begin on revisions. Members at the T AC Meeting will make additional comments on December 15. Please complete the following items after you have received additional comments at the TAC Meeting. Section 10012 Plat 1. Please place docket number on plat: #04110042 SP. 2. Provide a paragraph describing the water, sanitary sewer, and storm drainage systems. 3. Show iron pins on the comer of each lot. 4. Per the Thoroughfare Plan, please show the Yz RW on 13151 Street as being 50-ft. 5. Please show the bottom, normal, and 100-yr pond elevations on the plat. 6. Please provide a copy of your written correspondence to TAC members. 7. Sheet 2: adjust the text & numbers under the word Commons. Construction Plan!ii 8. Landscape Plan: add plant sizes on the planting legend. 9. Provide a copy of the Landscape plan approvalletter/e-mail from the Urban Forester. 10. Label the path located east of Pond 3. 11. Per the Alternative Transportation Plan, the path along 131'1 St. should be 10-ft wide. 12. Sheet C801: Street details: Show 5-ft concrete sidewalk width and 10-ft path width along 13151 St. Please submit a revised Secondary Plat with the above-mentioned changes. Once these changes have been made and comments addressed, please produce a Mylar copy for signature by this Department. Two paper copies of the plat must be filed with the Mylar prior to recording, and three paper copies and a Mylar of the recorded plat must be submitted following recording. Our approval of the secondary plat (signature) will be forthcoming upon revision of the plans according to the items listed above. Also, the staff has been advised that we cannot present a Secondary Plat to the Director for signature from this point forward until Terry Krueskamp in Information Systems has received an e-mail with an electronic file attached (MicroStation .dgn is preferred, or AutoCad .dwg of the subdivision) and it (thee-mail) has been copied to Matt Griffm and myself. Their e-mail addresses are: tkmeskamp@ci cannel in us and meriftin@ci carmel in liS . If you have any questions or if I may be of assistance, please feel free to call. . Sincerely, Angelina Conn Planning Administrator file: VillageofWestClay,Sec 100 12-SP I Page 1 ONE CIVIC SQUARE CARMEL, INDIANA 46032 317/571-2417 Construction/Stormwater Pollution Prevention Plan Technical Review and Comment (Form 1) Project Name: Village of West Clay Sec. 10012 "I Plan Submittal Date: 12/01/04 Hydrologic Unit Code: Project Location Description: Village of West Clay, 131st and Towne Roads 20 ac Latitude and Longitude: Not provided Civil County: Hamilton 5120201090060 = = ~ Project Owner Name: Brenwick Development E Contact: Kevin Kru1ik = . 'E Address: 12821 E. New Market Street, SUlte 200 ... "t City: Carmel State: IN .~ Phone: 317-547-3400 FAX: = J. ~ 18N 3E Zip: 46032 E-Mail: Plan Preparer Name: Brandon Burke Affiliation: Schneider Corporation Address: 12821 E. New Market Street, Suite 100 City: Carmel State: IN Phone: 317-569-8112 FAX: 317-826-6410 Zip: 46032 E-Mail: BBURKE@schneidercorp.com Review Date: 12/14/04 :: Principal Plan Reviewer: John B. South P.E. CPESC .~ Agency: Hamilton County Soil and Water Conservation District ~ ~ Address: 11 08 South 9th Street ; City: Noblesville ~ Phone: 317-773-2181 Assisted By: FAX: State: IN 317-776-1101 Zip: 46060 E-Mail: john-south@iaswcd.org PLAN IS ADEQUATE: A comprehensive plan review has been completed and it has been determined that the plan satisfies the minimum requirements and intent of 327 lAC 15-5. o Please refer to additional information included on the following page(s). o Submit Notice of Intent (NOI): Attach a copy of this cover page when submitting the NOI to the Indiana Department of Environmental Management. Construction activities may begin 48 hours following the submittal of the NO!. A NOI must also be sent to the SWCD, o A preliminary plan review has been completed; a comprehensive review will not be completed within the 28-day review period. The reviewing authority reserves the right to perform a comprehensive review at a later date and revisions to the plan may be required at that time to address deficiencies. o Please refer to additional information included on the following page(s). o Submit Notice of Intent (NO I): Attach a copy of this cover page when submitting the NOI to the Indiana Department of Environmental Management. Construction activities may begin 48 hours following the submittal of the NO!. A NOI must also be sent to the o PI.AN IS DEFICIENT: Significant deficiencies were identified during the plan review. o Please refer to additional information included on the following page(s). o DO NOT file a Notice of Intent for this project. o DO NOT commence land disturbing activities until all deficiencies are adequately addressed, the plan re- submitted, and notification has been received that the minimum requirements have been satisfied. should be mailed or delivered to the Principal Plan Reviewer identified in the Plan Review Section above. DNR, Division of Soil Conservation Page 1 of 1 Revised 12/09/03, Form 1 o ~~ Schneider o Jon Dobosiewicz Department of Community Services One Civic Square Carmel, IN 46032 November 30, 2004 RE: Vll...LAGE OF WESTCLAY, SECTION 10012 Dear Jon, Please fmd enclosed the following materials related to the above referenced project: 1. 2 sets of the Secondary Plat and Site Construction Plans 2. Secondary Plat Application 3. Land Description 4. Subdivider Agreement 5. Sewer Report 6. Copies ofletters to TAC members The above referenced materials are for your review and suggestions with respect to Secondary Platting. It is my understanding that this matter will be on the agenda of the December 15, 2004 Technical Advisory Committee meeting. In the interim, if you should have any questions, or are in need of additional information, please feel free to contact me at your convenience. Sincerely, THE SCHNEIDER CORPORATION Ib-~ ~"-- Brandon T. Burke, P.E. Project Manager Enclosure N :\1238\IOI2\docs\dobosiewiczll-30-04.doc ~ THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, Indiana 46032 317-569-8112 Fax 317-826-6410 www.schneidercorp.com /~ .-), . Q o R ort on Water Distribution, Sani Sewer and Storm Sewer S st VILLAGE OF WEST CLAY -10012 1. Water Distribution The potable water to the site will be provided by the City of Carmel Utilities. be made at the following location: . An 8" water main will be extended from an existing 20" water main located on the south s Street. . Approval for the extension of water mains will be required from the Indiana Department of Environmental Management, and all mains will be designed and installed in accordance with the City of Carmel Utility's rules and regulations. 2. Sanitary Sewer Sanitary sewer effluent for the site will be accepted by the Clay Township Regional Waste District (CTRWD). A lift station is proposed along the Eastern boundary of the site which will pump effluent via a force main into the existing 18" interceptor located in Springmill Road. Two additional lift stations are proposed within the Village of West Clay to serve areas which cannot be served by gravity sewers. One will be placed within the common area located along Hoover Road, South of the Claridge Farm entrance. It will serve the Southern third of the project, and will pump North into the gravity system described above. The station is temporary in nature, and will be taken off line upon extension of the interceptor proposed to the South and East shown in the CTRWD's master plan. The second station is also temporary, and is located along the project's Westernmost boundary near l26th Street. The station will also pump to the gravity sewers to the East, and it serves the portion of the project located West of Towne Road. Proposed Section 10012 will connect to an existing 8" main located within the section that was constructed by Towne Point Subdivision. The 8" main will be branched off to service future sections of West Clay. Approvals for the design and construction of the sanitary sewers must also be obtained, from CTRWD, it's consultant and from the Indiana Department of Environmental Management. 3. Storm Sewer The surface runoff on the site will be conveyed by a system of swales and pipes to a network of retention lakes within the Village of West Clay. In accordance with the requirements of the Hamilton County Surveyor's requirements, the retention lakes will provide storm water management control in order to restrict the discharge rates onto the site's various outfall points. The discharge points for the site are as follows: . Elliot Creek; which traverses the site along the Northern third, then crosses 131 st Street and leaves the site just East of the existing 8.5 acre lake on the Perez parcel. . Claridge Farms Legal Drain; which was sized per the County Surveyor's calculations, to accept a 146 acre drainage area that lies within the boundary of the Village ofWestClay. Connection onto the Claridge Farm drain will be made at an existing 36" concrete pipe just South of the existing mound bordering the Perez property, and will address drainage problems evident at that location. . Clay Creek; Which traverses the site along the Southern third, then crosses Hoover Road near the proposed common area South of Claridge Farm entrance. . Brendle Legal Drain; which flows along the site's Western boundary, then crossed l26th Street West of N:\ 1238\1 0 12\docs\sewreprt.doc .. :"- Q o Towne Road. The connection point for the proposed section 5002 is to an existing pond built with existing Section 5003 as well as existing storm sewer in Sections 5003 and 5001. It is the intent that all main storm sewer lines and all lines interconnecting lakes and serving as outlet points be petitioned to be accepted by the County Surveyor as regulated drains. A limited portion of the storm sewers that serve to drain rear and side yards may remain within the maintenance jurisdiction of the project's homeowner's association; however, most storm sewers and all retention lakes will be maintained by the County Surveyor. Subsurface drains, or pavement base drains, are proposed to be installed under the street curbs, in order to provide an outlet point to home sump pumps, and in order to intercept groundwater seepage before reaching and compromising the pavement stability. 4. Erosion Control During all phases of the construction the Site General Contractor and all Subcontractors shall exercise measures to prevent the erosion of soils due to the action of water and wind. All erosion and sediment control measures shall be implemented prior to earth moving activities. Sediment in run-off water shall be trapped by the use of such methods as debris basins, siltation sumps and silt fences until the disturbed area is stabilized. These shall be in place before any land alterations/grading. Trapping devices shall be periodically inspected during dry periods and after each rainfall event by the Site Contractor. Trapping devices shall be replaced if determined to be incapable of performing intended function of sediment trapping. The Contractor shall have available on the construction site a water source capable of applying water to dry exposed soil in order to prevent wind erosion. The application rate and manner shall be such that soil moisture is attained and no surface run-off is created. N :\1238\1 0 12\docs\sewreprt.doc -..... o ~~ Schneider ~-:....:. .;;;, '- --':r' November 30, 2004 Gary Hoyt City of Cannel Fire Department Two Civic Square Cannel, IN 46032 RE: VILLAGE OF WEST CLAY - SECTION 10012 Dear Gary: Please find enclosed one copy of the Title Sheet, Development Plan, Water Distribution Plan and Secondary Plat for the above referenced project. We will be presenting this project at the December 15,2004 meeting of the Cannel Technical Advisory Committee. Would you please review the enclosed material and forward to me, any comments or concerns that you may have. If you have any questions or require additional information, please feel free to contact me at your convemence. Sincerely, THE SCHNEIDER CORPORATION ~'s Brandon T. Burke, P.E. Project Manager Enclosure N:\1238\1012\docs\tacsubll-30-04.doc ~ THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, Indiana 46032 317-569-8112 Fax 317-826-6410 www.schneidercorp.com '- -' (,) ~~ Schneider o November 30, 2004 Bill Akers CarmeVClay Communications 31 First Avenue, N.W. Carmel, IN 46032 RE: VILLAGE OF WEST CLAY - SECTION 10012 Dear Bill: Please find enclosed one copy of the Title Sheet, Development Plan and Secondary Plat for the above referenced project. We will be presenting this project at the December 15,2004 meeting of the Carmel Technical Advisory Committee. Would you please review the enclosed material and forward to me, any comments or concerns that you may have. If you have any questions or require additional information, please feel free to contact me at your convemence. Sincerely, THE SCHNEIDER CORPORATION ~,s ~- Brandon T. Burke, P.E. Project Manager Enclosure N:\1238\IOI2\docs\tacsubll-30-04.doc ~ THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel. Indiana 46032 317-569-8112 Fax 317-826-6410 www.schneidercorp.com ,l' .." Q ~~ Schneider o November 30, 2004 Ron Farrand Carmel/Clay Schools 5201 East 131 st Street Carmel, IN 46033 RE: VILLAGE OF WEST CLAY - SECTION 10012 Dear Ron: Please find enclosed one copy of the Title Sheet, Development Plan and Secondary Plat for the above referenced project. We will be presenting this project at the December 15,2004 meeting of the Carmel Technical Advisory Committee. Would you please review the enclosed material and forward to me, any comments or concerns that you may have. If you have any questions or require additional information, please feel free to contact me at your convenience. Sincerely, THE SCHNEIDER CORPORATION ~~ -- '- ~~ '----- Brandon T. Burke, P.R Project Manager Enclosure N:\1238\1012\docs\tacsuhll-30-04.doc ~ THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, Indiana 46032 317-569-8112 Fax 317.826.6410 www.schneidercorp.com .. 1;.... o ~~ Schneider o November 30, 2004 L. Joe Cook Hamilton County Sherifi's Department 18100 Cumberland Road Noblesville, IN 46060 RE: VILLAGE OF WEST CLAY - SECTION 10012 Dear Joe: Please find enclosed one copy of the Title Sheet, Development Plan and Secondary Plat for the above referenced project. We will be presenting this project at the December 15,2004 meeting of the Carmel Technical Advisory Committee. Would you please review the enclosed material and forward to me, any comments or concerns that you may have. If you have any questions or require additional information, please feel free to contact me at your convernence. Sincerely, THE SCHNEIDER CORPORATION f"J- '6- "--- Brandon T. Burke, P.E. Project Manager Enclosure N:\1238\1O 12\docs\tacsub 11-30-04.doc ~ THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, Indiana 46032 317-569-8112 Fax 317-826-6410 www.schneidercorp.com i;;" o ~~ Schneider o November 30, 2004 Candy Feltner Clay Township Regional Waste District 10701 North College Avenue, Suite A Indianapolis, IN 46280 RE: VILLAGE OF WEST CLAY - SECTION 10012 Dear Candy: Please find enclosed one set of the site Construction Plans and Secondary Plat for the above referenced project. We will be presenting this project at the December 15, 2004 meeting of the Carmel Technical Advisory Committee. Would you please review the enclosed material and forward to me, any comments or concerns that you may have. If you have any questions or require additional information, please feel free to contact me at your convemence. Sincerely, THE SCHNEIDER CORPORATION ~f~ '-c~ ------ ,.~- -- Brandon T. Burke, P .E. Project Manager Cc: Ron Lauritsen - CTE Engineers (including enclosure) Enclosure N:\1238\1012\docs\tacsubll-30-04.doc ~ THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, Indiana 46032 317-569-8112 Fax 317-826-6410 www.schneidercorp.com w ~~ Schneider o November 30, 2004 Ron Lauritsen, P .E. CTE Engineering, Inc. 7102 Lakeview Parkway West Drive Indianapolis, IN 46268 RE: VILLAGE OF WEST CLAY - SECTION 10012 Dear Ron: Please find enclosed one set of the site Construction Plans and Secondary Plat for the above referenced project. We will be presenting this project at the Decetn,ber 15, 2004 meeting ofthe Carmel Technical Advisory Committee. Would you please review the enclosed material and forward to me, any comments or concerns that you may have. If you have any questions or require additional information, please feel free to contact me at your convemence. Sincerely, THE SCHNEIDER CORPORATION ~~ -- 7- ,. Brandon T. Burke, P .E. Project Manager Cc: Candy Feltner - CTRWD (including enclosure) Enclosure N:\1238\1012\docs\tacsubll-30-04.doc ~ THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, Indiana 46032 317-569-8112 Fax 317-826-6410 www.schneidercorp.com o ~., Schneider o November 30t 2004 John Lester CarmeVClay Parks Department 1055 3rd Ave. S.W. Carmelt IN 46032 RE: VILLAGE OF WEST CLAY - SECTION 10012 Dear John: Please find enclosed one copy of the Title Sheett Development Plan and Secondary Plat for the above referenced project. We will be presenting this project at the December 1St 2004 meeting of the Carmel Technical Advisory Committee. Would you please review the enclosed material and forward to met any comments or concerns that you may have. If you have any questions or require additional informationt please feel free to contact me at your convenience. SincerelYt THE SCHNEIDER CORPORATION ~ ~'--- Brandon T. Burket P .E. Project Manager Enclosure N:\1238\1 0 12\docs\tacsub 11-30-04.doc ~ THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, Indiana 46032 317-569-8112 Fax 317-826-6410 www.schneidercorp.com o ~~ Schneider o November 30, 2004 Shirley Hunter Cinergy 1441 South Guilford Carmel, IN 46032 RE: VILLAGE OF WEST CLAY - SECTION 10012 Dear Shirley: Please find enclosed one copy of the Title Sheet, Development Plan and Secondary Plat for the above referenced project. We will be presenting this project at the December 15, 2004 meeting of the Carmel Technical Advisory Committee. Would you please review the enclosed material and forward to me, any comments or concerns that you may have. If you have any questions or require additional information, please feel free to contact me at your convenience. Sincerely, THE SCHNEIDER CORPORATION ~-~ Brandon T. Burke, P.E. Project Manager Enclosure N:\1238\IOI2\docs\tacsubll-30-04.doc ~ THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, Indiana 46032 317-569-8112 Fax 317-826-6410 www.schneidercorp.com o ~~ Schneider o November 30, 2004 Steve Krebs SBC 5858 North College Avenue Indianapolis, IN 46220 RE: VILLAGE OF WEST CLAY - SECTION 10012 Dear Steve: Please find enclosed one copy of the Title Sheet, Development Plan and Secondary Plat for the above referenced project. We will be presenting this project at the December 15,2004 meeting of the Carmel Technical Advisory Committee. Would you please review the enclosed material and forward to me, any comments or concerns that you may have. If you have any questions or require additional information, please feel free to contact me at your convemence. Sincerely, THE SCHNEIDER CORPORATION ~~'-- Brandon T. Burke, P.E. Project Manager Enclosure N:\1238\IOI2\docs\tacsubll-30-04.doc ~ THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, Indiana 46032 317-569-8112 Fax 317-826-6410 www.schneidercorp.com Q ~~ Schneider o November 30, 2004 Greg Hoyes Hamilton County Surveyor's Office One Hamilton County Square, Suite 188 Noblesville, IN 46060 RE: VILLAGE OF WEST CLAY - SECTION 10012 Dear Greg: Please find enclosed one set of the site Construction Plans and Secondary Plat for the above referenced project. A Drainage Report including Overall drainage design will be forwarded to you shortly. We will be presenting this project at the December 15,2004 meeting of the Carmel Technical Advisory Committee. Would you please review the enclosed material and forward to me, any comments or concerns that you may have. If you have any questions or require additional information, please feel free to contact me at your convenience. Sincerely, THE SCHNEIDER CORPORATION ~ ~"-- Brandon T. Burke, P.E. Project Manager Enclosure N:\1238\1012\docs\tacsubll-30-04.doc ~ THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, Indiana 46032 317-569-8112 Fax 317 -826-6410 www.schneidercorp.com o ~~ Schneider o November 30, 2004 Teresa Magee Panhandle Eastern Pipe Line Company 9371 Zionsville Road Indianapolis, IN 46268 RE: VILLAGE OF WEST CLAY - SECTION 10012 Dear Teresa: Please find enclosed one copy of the Title Sheet, Development Plan and Secondary Plat for the above referenced project. We will be presenting this project at the December 15,2004 meeting of the Carmel Technical Advisory Committee. Would you please review the enclosed material and forward to me, any comments or concerns that you may have. If you have any questions or require additional information, please feel free to contact me at your convenience. Sincerely, THE SCHNEIDER CORPORATION ~Lb- -- ~-'--- Brandon T. Burke, P .E. Project Manager Enclosure N:\1238\1012\docs\tacsubll-30-04.doc ~ THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, Indiana 46032 317-569-8112 Fax 317-826-6410 www.schneidercorp.com o ~., Schneider o November 30, 2004 John South, P.E. Hamilton County Soil & Water Conservation District 1108 South 9th Street Noblesville,lN 46060 RE: VILLAGE OF WEST CLAY - SECTION 10012 Dear John: Please find enclosed one set of the site Construction Plans, Secondary Plat, BMP Manual, and l1x17 exhibit for the above referenced project. We will be presenting this project at the December 15, 2004 meeting of the Carmel Technical Advisory Committee. Would you please review the enclosed material and forward to me, any comments or concerns that you may have. If you have any questions or require additional information, please feel free to contact me at your convenience. Sincerely, THE SCHNEIDER CORPORATION ~ ~-"- Brandon T. Burke, P.E. Project Manager Enclosure N:\1238\1012\docs\tacsubll-30-04.doc ~ THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, Indiana 46032 317-569-8112 Fax 317-826-6410 www.schneidercorp.com o ~~ Schneider o November 30, 2004 Jeff Kendall City of Cannel One Civic Square Cannel, IN 46032 RE: VILLAGE OF WEST CLAY - SECTION 10012 Dear Jeff: Please find enclosed one copy of the Title Sheet, Development Plan and Secondary Plat for the above referenced project. We will be presenting this project at the December 15, 2004 meeting of the Cannel Technical Advisory Committee. Would you please review the enclosed material and forward to me, any comments or concerns that you may have. If you have any questions or require additional information, please feel free to contact me at your convenience. Sincerely, THE SCHNEIDER CORPORATION IS--- ~ --'-- Brandon T. Burke, P .E. Project Manager Enclosure N:\1238\1012\docs\tacsubll-30-04.doc ~ THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, Indiana 46032 317-569-8112 Fax 317-826-6410 www.schneidercorp.com o ~~ Schneider o November 30, 2004 Jason Lemaster Hamilton County Health Dept. Hamilton County Judicial Center, Suite 30 Noblesville, IN 46060 RE: VILLAGE OF WEST CLAY - SECTION 10012 Dear Jason: Please find enclosed one copy of the Title Sheet, Development Plan and Secondary Plat for the above referenced project. We will be presenting this project at the December 15, 2004 meeting of the Carmel Technical Advisory Committee. Would you please review the enclosed material and forward to me, any comments or concerns that you may have. If you have any questions or require additional information, please feel free to contact me at your convemence. Sincerely, THE SCHNEIDER CORPORATION <;/J - J :::s -~ ~ Brandon T. Burke, P.E. Project Manager Enclosure N:\1238\1012\docs\tacsubll-30-04.doc ~ THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, Indiana 46032 317-569-8112 Fax 317-826-6410 www.schneidercorp.com o ~~ Schneider o November 30, 2004 Scott Brewer Department of Community Services One Civic Square Cannel, IN 46032 RE: VILLAGE OF WEST CLAY - SECTION 10012 Dear Scott: Please find enclosed one copy of the Landscape Plan, Title Sheet, Development Plan, and Secondary Plat for the above referenced project. We will be presenting this project at the- December 15,2004 meeting of the Cannel Technical Advisory Committee. Would you please review the enclosed material and forward to me, any comments or concerns that you may have. If you have any questions or require additional information, please feel free to contact me at your convemence. Sincerely, THE SCHNEIDER CORPORATION 11- "- ~ '- Brandon T. Burke, P .E. Project Manager Enclosure N:\1238\1012\docs\tacsubll-30-04.doc ~ THE SCHNEIDER CORPORATION 12821 E_ New Market Street Suite 100 Carmel, Indiana 46032 317-569-8112 Fax 317-826-6410 www.schneidercorp.com o ~~ Schneider Q November 30, 2004 Gary Duncan, Jr. City Engineer Office One Civic Square Carmel, IN 46032 RE: VILLAGE OF WEST CLAY - SECTION 10012 Dear Gary: Please find enclosed two (2) sets of the site Construction Plans and Secondary Plat. I shall forward two (2) drainage calculations shortly for the above referenced project. We will be presenting this project at the December 15, 2004 meeting of the Carmel Technical Advisory Committee. Would you please review the enclosed material and forward to me, any comments or concerns that you may have. If you have any questions or require additional information, please feel free to contact me at your convenience. Sincerely, THE SCHNEIDER CORPORATION ~ ~-"---- Brandon T. Burke, P.E. Project Manager Enclosure N:\1238\1 0 12\docs\tacsub 11-30-04.doc ~ THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, Indiana 46032 317-569-8112 Fax 317-826-6410 www.schneidercorp.com 7 o ~~ Schneider o November 30, 2004 Jason Kirkman Brighthouse Networks 3030 Roosevelt Ave Indianapolis, IN 46218 RE: VILLAGE OF WEST CLAY - SECTION 10012 Dear Jason: Please find enclosed one copy of the site Title Sheet, Development Plan and Secondary Plat for the above referenced project. We will be presenting this project at the December 15, 2004 meeting of the Carmel Technical Advisory Committee. Would you please review the enclosed material and forward to me, any comments or concerns that you may have. If you have any questions or require additional information, please feel free to contact me at your convemence. Sincerely, THE SCHNEIDER CORPORATION ~ ~"-- Brandon T. Burke, P .E. Project Manager Enclosure N:\1238\1012\docs\tacsubll-30-04.doc ~ THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, Indiana 46032 317-569-8112 Fax 317-826-6410 www.schneidercorp.com 7 u ~~ Schneider Q November 30, 2004 Jerry Breeck Vectren Energy 16000 Allisonville Rd P.O. Box 1700 Noblesville, IN 46060 RE: VILLAGE OF WEST CLAY - SECTION 10012 Dear Jerry: Please find enclosed one copy of the site Title Sheet, Development Plan and Secondary Plat for the above referenced project. We will be presenting this project at the December 15,2004 meeting of the Carmel Technical Advisory Committee. Would you please review the enclosed material and forward to me, any comments or concerns that you may have. If you have any questions or require additional information, please feel free to contact me at your convenience. Sincerely, THE SCHNEIDER CORPORATION ~ ~- -. Brandon T. Burke, P .E. Project Manager Enclosure N:\1238\IOI2\docs\tacsubll-30-04.doc ~ THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel. Indiana 46032 317-569-8112 Fax 317-826-6410 www.schneidercorp.com /- '-r' \1 ~ u ~~ Schneider u November 30, 2004 John Duffy City of Carmel Utilities One Civic Square Carmel, IN 46032 RE: VILLAGE OF WEST CLAY - SECTION 10012 Dear John: Please find enclosed one set of the site Construction Plans and Secondary Plat for the above referenced project. We will be presenting this project at the December 15, 2004 meeting of the Carmel Technical Advisory Committee. Would you please review the enclosed material and forward to me, any comments or concerns that you may have. - Also included is the IDEM NOI - Notice of Intent to Construct a Water Main Extension. Please review, fill out appropriate sections, sign, and return to me. I will complete the required signatures and submit to IDEM along with the required fee. If you have any questions or require additional information, please feel free to contact me at your convenience. Sincerely, THE SCHNEIDER CORPORATION -/~ -~ ------ Brandon T. Burke, P.E. Project Manager Enclosure , , N:\1238\1012\docs\tacsubll-30-04.doc ~ \ THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, Indiana 46032 317-569-8112 Fax 317-826-6410 www.schneidercorp.com