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Home My WebLink AboutCorrespondence v~ LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 7965 East 106th Street Fishers, Indiana 46038 Phone (317) 849-5935 FAX (317) 849-5942 DATE: April 30, 2007 JOB NUMBER: 48700 S2 TO: City of Carmel Planning Department One Civic Square Carmel, Indiana 46032 '.<" ~ Q~ /" ~ \~ - yo- '~ \ /\'1 Q\ ~ ~ , C? ATTENTION: Rachael Boone RE: The Lakes at Towne Road, Section 2 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Recorded Plat (Mylar) -, - - ' - Recorded Plat (Paper) 2 1 CD-Rom (Digital Files) THESE ARE TRANSMITTED as checked below: ] For Approval ( X ] As Requested ] For Review and Comment X] For Your Use REMARKS: If you have any questions, please give me a call at (317) 570-4763. ~ank yo';. ( ~~,------ Brian K. Robinson BKRlmeb S:\48700S2\Blue_Book\Agency Correspondence\ TRANSCarmeIPlanningBoone04-30-07 .DOC CONSULTING ENGINEERS 0 LAND SURVEYORS David J. Stoeppelwerth, P.E., P.L.S. President, C.E.O. Curtis C. Huff, P.L.S. Vice-President, C.O.O. R.M. Stoeppelwerth, P.E., P.L.S. President Emeritus May 4, 2006 6:) ,.:;,"'v r... .:\>~:,,;, ,,"'!$' ."'.;,y' ~ ~~,~. <1) '...Y J' S ... /~ (~ )' ~~ City of Carmel One Civic Square Carmel, Indiana 46032 Attention: Board of Public Works Re: The Lakes at Towne Road, Section 2 To Whom It May Concern: On behalf ofthe developer Skjodt Thomas & Associates, L.L.C., I wish to request to be placed on the agenda for the May 17, 2006 Board of Public Works meeting for the The Lakes at Towne Road, Section 2. If you have any questions, please give me a call at (317) 577-3400, ext. 16. Respectively submitted, STOEPPEL WERTH & ASSOCIATES, INC. ~~~ Brian K. Robinson Cc: Matt Griffin Dick Hill Ryan Thomas BKRlmeb S:\48700S2\Blue _ Book\Agency Correspondence\CarmelBoardOfPublic WorksOS-04-06.doc 9940 AllisonviTleRoad . Fishers, Indiana 46038-2005 . (317) 849-5935 . 1-800-728-6917 . FAX: (317) 849-5942 / ~ RECE\\IED Oel , u 7\'iSJ CI EL October 17,2005 JAMES BRAINARD, MAYOR Mr. Brian K. Robinson Stoeppelwerth & Associates, Inc. 9940 Allisonville Road Fishers, IN 46038-2005 DOCS RE: The Lakes at Towne Road, Section 2-Project Review #4 Dear Mr. Robinson: The City has received your comment letter and drawings dated October 17,2005 based upon the City review of September 26,2005. The comments from the City review have been satisfactorily addressed. Please submit all copies necessary for approval and we will approve the drawings. 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 (ifrequired) must be obtained prior to Engineering Department approval. The comments from the City review have been satisfactorily addressed with the following exceptions: If you have questions, please call me at 571-2441. S71~'. I ~can, Jr., P. . Assistant City Engineer Department of Engineering cc: Matt Griffin, Department of Community Services John Duffy, Carmel Utilities Paul Pace, Carmel Utilities Greg Hoyes, Hamilton County Surveyor's Office Greg IIko, Crossroad Engineers Ryan Thomas, Skjodt Thomas & Associates Project File Copy Engineering Department Review \\Apps2\user data\eng\shared\DHiI1\PROJREV05\THELAKESA TTOWNERDSEC4.doc DEPARTMENT OF ENGINEERING ONE CMC SQUARE, CARMEL, IN 46032 OFFICE 317.571.2441 FAX 317.571.2439 Er.wL engineering@cLcarmel.in.us w o i-0'5OCQ~S:~-:.T! ConstructionlStormwater Pollution Prevention Plan Technical Review and Comment (Form 1) Project Na~e: The Lakes ai Towne Road See 2 J County: Hamilton Plan Submittal Date: H"'~'V" Hydrologic Unit Code: 5120201090060 Project Location Description: SW comer of 136th and Towne Rd Latitude and Longitude: Lat- 86-12'-13" Long- 39-59'-06" Civil - . . Clay NE 1/4 Section: 29 . 18N 3E = "<! UAI ...1 . Q ""DIIE .... ... Project Owner Name: Skjodt Thomas and Associates ~ E! Contact: Ryan Thomas r. ..s Address: 1202 E. 38th Street = .. Indianapolis State: IN Zip: 46205 ... City: CJ Q,l Phone: 317-920-1616 FAX: 317-920-1623 E-Mail: 'Q' r. """ ~ Plan Preparer Name: Brian Robinson Affiliation: Stoeppelwerth and Associates Address: 9940 Allisonville Road City: Fishers State: IN Zip: 46038 Phone: 317-849-5935 FAX: 317 -849-5942 E-Mail: Review Date: 10/13/05 ~ Principal Plan Reviewer: John B. South P.E. CPESC .~ Agency: Hamilton County Soil and Water Conservation District Q,l ~ Address: 1108 South 9th Street ; City: Noblesville a:: 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 (N01): 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 NO! 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 (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 co of the NOI must also be sent to the Reviewing Authority (e.g. SWCD, DNR). 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. Plan Revisions Deficient Items should be mailed or delivered to the Principal Plan Reviewer identified in the Plan Review Section above. DNR, Division of Soil Conservation Page 1 of8 Revised 12/09/03, Form 1 (j (j Construction/Stormwater Pollution Prevention Plan - Technical Review and Comment (Form 1) Project Name: The Lakes at Towne Road Sec 2 lDate Reviewed: 10/13/05 The technical review and comments are intended to evaluate the completeness of the Construction/Stormwater Pollution Prevention Plan for the project. The Plan submitted was not reviewed for the adequacy of the engineering design. All measures 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 measures designed by a qualified engineer. The Plan has not been reviewed for other 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 Plan. All proposed storm water pollution prevention measures and those referenced in this review must meet the design criteria and standards set forth in the "Indiana Storm water Quality Manual" from the Indiana Department of Natural Rhources, Division of Soil Conservation or similar Guidance Documents. Please direct questions and/or comments regarding this plan review to: John B. South P.E. CPESC Please refer to the address and contact information identified in the Plan Review Section on page 1. Assessment of Construction Plan Elements (Section A) The Construction Plan Elements are adequately represented to complete a plan review: o Yes 0 No The items checked below are deficient and require submittal to meet the requirements of the rule. A ~' 'X1."" :.;:, '1[' ,. ..~ A:;:;.:. '1";" 11'~ o 1 Index showing locations of required Plan Elements 0 2 11 by 17 inch plat showing building lot numbers/boundaries and road layout/names o 3 Narrative describing the nature and purpose of the project Legal Description of the Project Site (Include Latitude and Longitude - NOI Requirement) o 5 o 7 Hydrologic unit code (14 Digit) 0 9 Specific points where stormwater discharge will leave 0 the site 0 11 Identification of all receiving waters 0 0 13 100 year floodplains, floodways, and floodway fringes 0 0 15 Adjacent landuse, including upstream watershed 0 0 17 Identification of existing vegetative cover 0 o 19 Locations, size and dimensions of proposed stormwater 0 systems (e.g. pipes, swales and channels) o 21 Locations of proposed soil stockpiles and/or borrow/disposal areas O Proposed final topography at an interval appropriate to 23 . d' dr . m Icate amage patterns DNR, Division of Soil Conservation Page 2 of8 o 4 Vicinity map showing project location o 6 Location of all lots and proposed site improvements (roads, utilities, structures, etc.) o 8 Notation of any State or Federal water quality permits 10 Location and name of all wetlands, lakes and water courses on and adjacent to the site 12 Identification of potential discharges to ground water (abandoned wells, sinkholes, etc.) 14 Pre-construction and post construction estimate of Peak Discharge (10 Year storm event) 16 L~cations and approximate boundaries of all dIsturbed areas (Construction Limits) 18 ~oi~s ~p including soil descriptions and Ilffiltations 20 Plans for any off-site construction activities associated with this project (sewer/water tie-ins) o 22 Existing site topography at an interval appropriate to indicate drainage patterns Revised 12/09/03, Form 1 u Q ConstructionlStormwater Pollution Prevention Plan - Technical Review and Comment (Form 1) T1.e Lakes at Towne Road See 2 I...... n ': 10/13/05 Assessment of Stormwater Pollution Prevention Plan (Sections B & C) ~ ~ ~ = := .~ C'" I;J ~ = "Cl ~ <~ 00 00 ~ The construction component of the Storm water Pollution Prevention Plan includes stormwater quality measures to address erosion, sedimentation, and other pollutants associated with land disturbance and construction activities. Proper implementation of the plan and inspections of the construction site are necessary to minimize the discharge of pollutants. The Project Site Owner should be aware that unforeseen construction activities and weather conditions may affect the performance of a practice or the effectiveness of the plan. The plan must be a flexible document, with provisions to modifY or substitute ractices as necessary. Description of potential pollutant sonrces associated with constrnction activities Sequence describing stormwater quality measure implementation relative to land disturbing activities Stable construction entrance locations and specifications (at all points of ingress and egress) Sediment control measures for sheet flow areas Sediment control measures for concentrated flow areas Storm sewer inlet protection measure locations and specifications Runoff control measures (e.g. diversions, rock check dams, slope drains, etc.) Storm water outlet protection specifications Grade stabilization structure locations and specifications 10 Location, dimensions, specifications, and construction details of each stormwater quality measure 11 Temporary surface stabilization methods appropriate for each season (include sequencing) 12 Permanent surface stabilization specifications (include sequencing) 13 Material handling and spill prevention plan 14 Monitoring and maintenance guidelines for each proposed stormwater quality measure 15 Erosion & sediment control specifications for individual building lots 000 000 000 000 000 000 00 00 00 00 00 000 ~ ~ - = eo:l ~ := .... C'" I;J ~ = "Cl ~ <~ 00 00 The post construction component of the Storm water Pollution Prevention Plan includes the implementation of stormwater quality measures to address pollutants that will be associated with the mallanduse. Post construction storm water quality measures should be fUnctional upon completion of the project. Long term fUnctionality of the measures are critical to their peiformance and should be monitored and maintained. Description of pollutants and their sources associated with the proposed land use Sequence describing stormwater quality measure implementation Description of proposed post construction stormwater quality measures (Include a written description of how these measures will reduce discharge of expected pollutants) Location, dimensions, specifications, and construction details of each stormwater quality measure Description of maintenance guidelines for post construction stormwater quality measures DNR, Division of Soil Conservation Page 3 of 8 Revised 12/09/03, Form 1 o Q Construction/Stormwater Pollution Prevention Plan - Technical Review and Comment Project Name: The Lakes at Towne Road Sec 2 Reviewed: 10/13/05 1. Provide a rock horseshoe dam at str 401. 2. Include in the sequence the construction oflake #3 and concurrent installation of the storm pipe from str 404 to str 418. 3. Include a detail to address dewatering. 4. Show EC blanket and seeding for the Towne Rd. R/W. 5. Provide a seeding spec for the native grasses on the lake banks. Spence Nursery has specs on their web site if you need them 6. Provide an 11" x 17" copy of plan. cc: Carmel, Surveyor, File DNR, Division of Soil Conservation Page 4 of 8 Revised 12/09/03 u (,,) ConstructionlStormwater Pollution Prevention Plan - Technical Review and Comment Project Name: The Lakes at Towne Road See 2 Date Reviewed: 10/13/05 DNR, Divison ofSoi/ Conservation Page 5 of8 Revised /2/09/03 u u Construction/Stormwater Pollution Prevention Plan - Technical Review and Comment ame: The Lakes at Towne Road See 2 ed: 10/13/05 DNR, Division of Soil Conservation Page 6 of8 Revised 12/09/03 u Q ConstructionlStormwater Pollution Prevention Plan - Technical Review and Comment Project Name: The Lakes at Towne Road See 2 Date Reviewed: 10/13/05 DNR, Division of Soil Conservation Page 7 of8 Revised 12/09/03 . < < u w ConstructionlStormwater Pollution Prevention Plan - Technical Review and Comment at Towne Road See 2 DNR, Division of Soil Conservation Page 8 of 8 Revised 12/09/03 t...J " '" ~-A ~ Of"'" \r'~~~I EL~~ September 26, 2005 JAMES BRAINARD, MAYOR Mr. Brian K. Robinson Stoeppelwerth & Associates, Inc. 9940 Allisonville Road Fishers, IN 46038-2005 RE: The Lakes at Towne Road, Section 2-Project Review #3 Dear Mr. Robinson: The City has received your comment letter and drawings dated September 14, 2005 based upon the City review of July 29,2005. The comments from the City review have been satisfactorily addressed with the following exceptions: COMMENTS-CONSTRUCTION PLANS 19. Comment on previous review: "A three-foot wide #73 stone shoulder at a minimum depth of six inches is required across the property frontage. Subsurface drain is required beneath the stone shoulder." Please add a note that the subsurface drain is to be double wall Hancor Hi-Q or equivalent. Based on additional review, the Department of Engineering provides additional comments: 1. Section B-B on Sheets C200 and C402 indicates 17.5 inches full depth asphalt. The pavement section indicated meets the City standard, however the "full depth asphalt" noted is not correct as there are two courses of aggregate in this section. Please delete "full depth asphalt" on each detail. 2. .Wherever horizontal curve data appears, please denote deflection angles with the standard nomenclature. "D" denotes degree of curvature. 3. Please remove Sheets L-1 through L-7 from sets of plans submitted for approval to the Department of Engineering. The Department of Engineering does not approve the landscape plan. 4. Sheet C803 - Please add a note to the subsurface drain standard that the subsurface drain is to be double wall Hancor Hi-Q or equivalent. These comments represent the Department of Engineering's third review of this development. We request that all responses to our comments be provided in writing. Failure to provide written responses may result in the delay of the review process. It is critical that our office be made aware of all modifications made on the plans being re-submitted, particularly ifany such changes are considered "new" or fall outside of our previous reviews. Please provide revised plans including all revisions. Please notify us of any changes and specifically state any changes, including changes resulting from Plan Commission, BZA or other committee meetings. All bonds and performance Guarantees must be posted prior to Engineering Department approval of construction plans. Also, Board of Public Works and Safety approvals and any other governing agency approvals (if required) must be obtained prior to Engineering Department approval. The Department reserves the right to provide additional comments based on subsequent reviews. If you have questions, please call me at 571-2441. DEPARTMENT OF ENGINEERING ONE CIVIC SQUARE, CAR2vIEL, IN 46032 OFFICE 317.571.2441 FAX 317.571.2439 Ei\IAlL engineering@ci.carmeLin.us ~ Mr. Brian K. Robinson September 26, 2005 The Lakes at Towne Road, Section 2-Project Review #3 Page 2 of2 Sincerely, Gary R. D can, Jr., P.E. Assistant ity Engineer Departme t of Engineering cc: Matt Griffin, Department of Community Services John Duffy, Carmel Utilities Paul Pace, Carmel Utilities Greg Hoyes, Hamilton County Surveyor's Office Greg IIko, Crossroad Engineers Ryan Thomas, Skjodt Thomas & Associates Project File Copy Engineering Department Review \\Apps2\user data\eng\shared\DHill\PROJREV05\ THELAKESA TTOWNERDSEC2 .doc /" ~ ' ''1'''1., '~//'()~()~ Sp. C1 EL ~ ~t.Ct.~t.\) c. f\~~~ '~~(; ~ \) c; "Oocs July 29, 2005 JAMES BRAINARD, MAYOR Mr. Brian K. Robinson Stoeppelwerth & Associates, Inc. 9940 Allisonville Road Fishers, IN 46038-2005 ~~#' RE: The Lakes at Towne Road, Section 2-Project Review #2 Dear Mr. Robinson: The City has received your comment letter and drawings dated July 26, 2005 based upon the City review of June 22, 2005. The comments from the City review have been satisfactorily addressed with the following exceptions: COMMENTS-CONSTRUCTION PLANS 14. Per the comments issued at the review of the Primary Plat, the City stated "We will request widening of that portion of Towne Road adjacent to the east boundary of the development, depending upon the current half pavement width". As the current width across the Section Two frontage is indicated to be IS-feet, the City typically requests widening to provide a IS-foot travel lane for a total pavement width of 24-feet. The City approved widening to provide a 12-foot southbound travel lane in Section One in consideration of the other improvements that were being requested to connect the Lakeside Park and Lakes at Towne Road entrances and the existing pavement width across the Section One frontage. The existing pavement across the Section One frontage and the pavement to the north of Section One was approximately 22-feet in width. The requested pavement configuration for Section One resulted in approximately 35-feet of pavement. With the widening proposed for the Section Two frontage, the resulting roadway would only be 21-feet in total width. A total width of21-feet is less than what would be considered adequate for a roadway that will be impacted by increased traffic due to the development of Section Two. The City cOIisidered requesting widening for a IS-foot travel lane for the portion of Towne Road south of the Section One acceleration taper but did not due to the limited distance and the fact that the Section One pavement would be transitioned back to the existing width in this area. In consideration of the Section Two improvements, it would be prudent at this point to request widening back into the Section One limits to provide a more consistent cross section across the entire frontage of Section One and Section Two. Please indicate widening across the Section Two frontage and extending north into the Section One acceleration taper for 15-foot travel lanes on the property side of Towne Road. Please add a note to the site plan that all existing pavement shall be saw cut to a clean edge where new pavement (for widening) is to be installed adjacent to existing pavement. Any new pavement placed in the Towne Road right-of-way for widening shall meet the following section: 1.5 inches HMA #11 surface on 2 inches HMA #8 binder on 3 inches HMA #5D base on 7 inches #53 stone on 4 inches #2 stone or match existing, whichever is greater. Please delineate this section with hatching on the plans and appropriate reference in the legend. 16. Comment on previous review: "The City typically requires I" milling with 1.5" H.A.C. #11 resurfacing for the entire width of the existing roadway across the property frontage. Please delineate the milling and resurfacing areas with hatching on the plans and appropriate reference in the legend." On Sheet C402, in the LEGEND, add "WITH 1.5" H.M.A. #11 SURF ACE" to the note "EXISTING PAVEMENT TO BE MILLED AND RESURFACED." On Sheet C200, Section B-B, change the depth of the surfacefrom linch to 1.5 inches. 19. Comment on previous review: "A three-foot wide #73 stone shoulder at a minimum depth of six inches is required across the property frontage. Subsurface drain is required beneath the stone DEPARTMENT OF ENGINEERING ONE CIVIC SQUARE, CARMEL, IN 46032 OFFICE 317.571.2441 FAX 317.571.2439 EMAIL engineering@ci.carmel.in.us , , --......, Mr. Brian K. Robinson July 29, 2005 The Lakes at Towne Road, Section 2-Project Review #2 Page 2 of2 shoulder." The subsurface drain is not shown beneath the stone shoulder in Section B-B on Sheet C402 and is not shown on the plan view on Sheet C402. 26. Comment on previous review: "Sheet C700 - Please revise note regarding "full depth granular backfill" to be in accordance with City standard cover and backfill notes. Contact Department of Engineering for standards." Although there is a statement to the contrary in your response letter, this has not been addressed. This sheet in the revised plans (July 26,2005) and this sheet in the previous plans (May 24, 2005) are identicaL 27. Comment on previous review: "Sheets C500-C50 I and C600-C602 - Please delete all "granular backfill" references. Backfill and cover notes for under pavement within the right-of-way must be to City standards." Although there is a statement to the contrary in you response letter, this has not been addressed. These sheets in the revised plans (July 26,2005) and these sheets in the previous plans (May 24, 2005) are identicaL Based on additional review, the Department of Engineering provides additional comment: 1. Sheet C402, please change the note: "MILL THE EXISTING EDGE OF PAVEMENT" to "SAW CUT EXISTING EDGE OF PAVEMENT." These comments represent the Department of Engineering's second review of this development. We request that all responses to our comment be provided in writing. Failure to provide written responses may result in the delay of the review process. It is critical that our 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 previous reviews. Please provide revised plans including all revisions. Please notify us of any changes and specifically state any changes, including changes resulting from Plan Commission, BZA or other committee meetings. All bonds and performance Guarantees must be posted prior to Engineering Department approval of construction plans. Also, Board of Public Works and Safety approvals and any other governing agency approvals (if required) must be obtained prior to Engineering Department approval. The Department reserves the right to provide additional comments based on subsequent reviews. If you have questions, please call me at 571-2441. cc: Matt Griffm, Department of Community Services John Duffy, Carmel Utilities Paul Pace, Carmel Utilities Greg Hoyes, Hamilton County Surveyor's Office Greg Ilko, Crossroad Engineers Ryan Thomas, Skjodt Thomas & Associates Project File Copy Engineering Department Review \\Apps2\user data\eng\shared\DHill\PROJREV05\THELAKESA TTOWNERDSEC2.doc ~..~ 'CONSULTING ENGINEERS · LAND SURVEYORS David J. Stoeppelwerth, P.E.,P.L.S. Curtis C. Huff, P.L.S. President, C.E.O. . Vice~President, C.O.O. ' KM. Stoeppelwerth, P.E., P.L.S. Pres~dent Emeritus july 22, 2005 ,&$ ~t.C'C\\lt\) \' c. (L~~'J, ~~L2v \)(JC~ City of Carnel One Civic Square Carmel, Indiana 46032 Attention: Matthew Griffin, AICP Re: T~e Lakes at Towne Road, Section Two #05060005 SP , Dear Mr. .Griffin: I am sending you arevised set of Construction Plans, and Final Plat for the. ' above referenced project in response to the comment letter, we received from your office dated June 3,2005. Please fi~dbeIow an item by item explanation of the revisions that we have made. 1. We have added 'a re\,'ision block to the FinalPlat and have noted the latest revision. 2. We have added the source of title of ownership to the Final Plat. 3. We have addedthe docket numberto the Final Plat. 4. We have added cornermonumentation to Lots 49,54,43 and to Common Areas 8 and 9. 5. We have added a Section Key Map to the Final Plat. " 6. We feel thatby.changing the weight of these lines that it would cause more confusion on exactly where the platted boundary is.' We respectfully requ~st that you accept the Final .' Plat as it was submitte<i. . 7. Please see the enclosed' covenaIlts and restrictions for this project. , 8. Weare currently working with the Landscape. Architect on getting there plans revised. These plans wil~ be. provided to your office under a separate transmittal. 9. This is noted. The Landscape Architect for this project is currently working with the . Urban Forrester on getting an approval. Please feel free to call me and discuss any questions or concerns you may have. You may contact me at (317)577-3400; ext. 16. Respectfully submitted, STOEPPELWERTH & ASSOCIATES, mc. ~_' ',\C. Brian K. Robinson Cc: Ryan Thomas BKRlmeb S :\48700S2\Blue _ Book\Agency Correspondence\CityOfCarmelMGriffin 7 -22-05.DOC 9940 Allisonville Road. Fishers. Indiana 46038-2005 . (317) 849-5935 . 1-800-728-6917 . FAX: (31!) .849-5942 ',- ;~ 6:O~6065 ~? CI EL June 22, 2005 JAMES BRAINARD, MAYOR Mr. Brian K. Robinson Stoeppelwerth & Associates, Inc. 9940 Allisonville Road Fishers, IN 46038-2005 RE: The Lakes at Towne Road, Section 2-Project Review #1 Dear Mr. Robinson: We have reviewed the construction plans and secondary plat submitted for this project for the June 22, 2005 Technical Advisory Committee meeting and offer the following comments: GENERALINFO~ATION 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 - City of Carmel Utilities . Sanitary Sewers - Clay Township Regional Waste District . Storm Sewers/Drainage - 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: . Temporary Construction Entrance (if applicable and iflocated at a location other than planned permanent entrances) . Please be advised that any open cuts of dedicated streets will require separate Board of Public Works and 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 schedule 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 submission to the Board requires prior approval by the Carmel Clay Plan Commission and/or the Board of Zoning Appeals (if applicable) and completion of review by the Technical Advisory Committee. All written requests to be placed on the Board's agenda must include the appropriate Docket Number and the date (or dates) of approval by the Plan Commission and/or the Board of Zoning Appeals (if applicable). 4. T.A.C. Review/Drawings 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, Carmel Utilities and Hamilton County Surveyor's Office issues have been resolved. The design engineer must certify all drawings submitted for final approval. Because of the dual jurisdiction between the drawings City of Carmel and the Hamilton County Surveyor, we will require a minimum of eight-sets of for approval after all issues have been resolved. The drawings will be stamped as approved and will be signed by the City Engineer and by Carmel Utilities. The eight-sets will then be sent to the DEPARTMENT OF ENG[NEERlNG ONE CMC SQUARE, CARMEL, IN 46032 OFFICE 317.571.2441 FAX 317.571.2439 El'vWL engineering@ci.carmel.in.us ./ Mr. Brian K. Robinson June 22, 2005 Page 2 of4 Hamilton County Surveyor's Office for approval and signatures. Three approved sets are to be returned to the City of Carmel. The Hamilton County Surveyor's Office will retain two-sets. The Developer, the Engineer and the Contractor will each receive one-set. S. 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 of Carmel's Board of Public Works and Safety. 6. Carmel Utilities/Water 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 subscribe to "Holey Moley" who 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. . Subdivision Sign requirements BONDING REOUlREMENTS 9. Individual Performance Guarantees will be required for the following subdivision improvements: . Streets (base, binder and surface). You may bond perimeter street improvements separately. . Curbs . Water Mains . Street Signs . Sidewalks (builders lot sidewalks, perimeter right of way sidewalks and perimeter right of way asphalt paths may be bonded separately). Storm sewer bonding will be under the jurisdiction of the Hamilton County Surveyor's Office. They also require bonding for Monuments & Markers and Erosion Control. Sanitary sewers are under the jurisdiction of the Clay Township Regional Waste District. The amount of the Performance Guarantee is based upon a certified Engineer's Estimate for 100% of the cost oflabor and materials to construct the individual improvements, to be provided by the design engineer. Please provide detailed Enl!ineers Estimates for each improvement includinl! 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 Checks, Certified Checks or Official 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 start of construction activities. Availability Fees are based upon total platted acreage for the development at the current rate of$I,010.00 per acre (Water Availability Fee). Based upon the secondary plat indicated acreage, the following Water Availability Fees would apply: 20.636 Acres @ $1,01O.00/Acre = $20,842.00 Connection Fees are currently $1,310.00 for water per single-family residence. Connection Fees are paid when the infrastructure has been complete, satisfactory test results obtained and the subdivision has been released for permits. Water Connection Fees are paid on a per-lot basis. j Mr. Brian K. Robinson June 22, 2005 Page 3 of4 . If an irrigation system, swimming pool or clubhouse is planned for these, or any future section of the development, additional Water Connection Fees will be assessed based upon the recommendation of the Director of Carmel Utilities. 11. We have engaged Crossroad Engineers, PC to review all drainage plans and drainage calculations submitted for review to this office. We will share Crossroad's comments as they are received. COMMENTS - SECONDARY PLAT 12. Please provide monuments at all extemal corners. COMMENTS-CONSTRUCTION PLANS 13. Sheet C200-C201 - Site Development Plan . If off-site easements will be necessary to install the utilities, these easements must be secured prior to the Department ofEngineerlng approving the drawings. . Please include ADA ramps on development plan. . Please indicate and label curb return radii at the intersection. The curb return radius should be a minimum of 20 feet. . Please indicate and label a width of 30 feet for Lost Creek Lane. . All lots adjacent to side yard easements shall be wide enough to accommodate the anticipated house model and any planned driveways such that there is no encroachment in the easements. . On all appropriate sheets, please revise to better distinguish the sanitary sewer lines from the water lines. Currently, the symbols for the two utilities are almost identical. . Assure that the note "THERE ARE TO BE NO WATER Y AL YES OR MANHOLES WITHIN THE PAVEMENT, CURBS, OR SIDEWALKS" appears on all appropriate sheets. 14. Please indicate widening across the property frontage for 15-foot travel lanes on the property side of Towne Road. Please add a note to the site plan that all existing pavement shall be saw cut to a clean edge where new pavement (for widening) is to be installed adjacent to existing pavement. Any new pavement placed in the Towne Road right-of-way for widening shall meet the following section: 1.5 inches HMA #11 surface on 2 inches HMA #8 binder on 3 inches HMA #5D base on 7 inches #53 stone on 4 inches #2 stone or match existing, whichever is greater. Please delineate this section with hatching on the plans and appropriate reference in the legend. 15. Please provide a cross-section of Towne road that indicates the widening. Please include the 10- foot asphalt path in this cross-section. 16. The City typically requires 1" milling with 1.5" HAC. #11 resurfacing for the entire width of the existing roadway across the property frontage. . The roadway would then also need to be restriped with thermoplastic striping. Please develop a plan for the restriping. Please add a note to this plan that all striping shall be thermoplastic. Please delineate the milling and resurfacing areas with hatching on the plans and appropriate reference in the legend. 17. Please contact Crossroad Engineers to obtain a drainage review checklist for consideration in developing secondary plat and that design effort. 18. Please provide detention volume for the fully developed thoroughfare plan right-of-way for the Towne Road frontage. This requirement shall apply regardless of watershed limits. Please provide adequately sized pipes to carry water from the street to the proposed ponds. 19. A three-foot wide #73 stone shoulder at a minimum depth of six inches is required across the property frontage. Subsurface drain is required beneath the stone shoulder. 20. Please edit or provide a detail which requires the following pavement section for the paving of the proposed interior public streets: 1.5 inches HMA #11 surface on 2 inches HMA #8 binder on 3 inches HMA #5D base on 7 inches #53 stone. Please add a note that all paving must be completed in one paving season. 21. Please add an Asphalt Path Detail that requires 1 inch HMA # 11 surface on 2 inches HMA #8 binder on 5 inches #53 stone. 22. All paving within the existing and proposed City right-of-way shall conform to the requirements of the Department ofEngineeripg. Please add a note to the drawings that the Contractor shall " Mr. Brian K. Robinson June 22, 2005 Page 4 of 4 contact the Department of Engineering to schedule a pre-construction meeting to review the Department's construction requirements, staff notification requirements, required inspections for certain stages of the work and to review the authority of the Department as it relates to work within the existing and proposed City right-of-way. 23. Sheet C803, Construction Details - Change note 1 in the Typical Sidewalk Section to "ALL TRANSVERSE JOINTS SHALL BE TOOLED OR SAW CUT TO A DEPTH OF ~ THE CONCRETE THICKNESS." 24. Please remove Sheets L-l through L-2 from the sets of plans submitted for Department of Engineering approval. The Department of Engineering does not approve the landscape plan. 25. Please remove County sign details from Sheet C403. 26. Sheet C700 - Please revise note regarding "full depth granular backfill" to be in accordance with City standard cover and backfill notes. Contact Department of Engineering for standards. 27. Sheets C500-C50 1 and C600-C602 - Please delete all "granular backfill" references. Backfill and cover notes for under pavement within the right-of-way must be to City standards. 28. Sheet C200, Site Development Plan - Is a culvert needed under the path to carry small area of direct runoff south of the pond? These comments represent the Department of Engineering's initial review of this development. We request that all responses to our comment be provided in writing. Failure to provide written responses may result in the delay of the review process. It is critical that our 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 previous reviews. Please provide revised plans including all revisions. Please notify us of any changes and specifically state any changes, including changes resulting from Plan Commission, BZA or other committee meetings. All bonds and performance Guarantees must be posted prior to Engineering Department approval of construction plans. Also, Board of Public Works and Safety approvals and any other governing agency approvals (if required) must be obtained prior to Engineering Department approval. The Department reserves the right to provide additional comments based on subsequent reviews. If you have questions, please call me at 571-2441. cc: Matt Griffin, Department of Community Services John Duffy, Carmel Utilities. Paul Pace, Carmel Utilities Greg Hoyes, Hamilton County Surveyor's Office Greg Ilko, Crossroad Engineers Ryan Thomas, Skjodt Thomas & Associates Project File Copy Engineering Department Review \\Apps2\user data\eng\shared\DHiIJ\PROJREV05\THELA~SA TTOWNERDSEC2.doc "" '06/15/2005 16: 04 3177769628 HAMILTON CO SURVEYOR PAGE 01/02 O~OG,CD6S SF '"' \. ,--,"... Xen(on C. 'Wcm(, SlInIL'YOI" (priMe lJ 17) 77,-,-B4~)5 'Fa.T (F7) 77';-~16zS Suirt' r .11:8 Om' ..1/amilrml COl/llty SqllGn' .iY"bIrSTIi{{e, Inc1itl/ll1 46(!(~(l-.12j() Re: The Lakes at Towne Road Section 2 June 15, 2005 Stoeppelwerth & Associates, Inc. A TTN: Brian Robinson 9940 AllisonviI1e Road Fishers, IN 46038-2005 VIA FACSIMILE: 849-5942 Dear Mr. Robinson: We have reviewed the construction plans submitted to the Hamilton County Surveyor's Office on May 24, 2005 for this project and have the following comments: 1. This project falls within the incorporated area of the City of Carmel. 2. The proposed project DOES NOT fall in a Cannel Wellhead Protection Area 3. The proposed project falls in the Elliott Creek and l.W. Brendle Regulated Drain Watersheds. 4. Please submit the following procedural items to this office, petition for regulated subdivision, engineer's estimate, and all associated bonds for 120% of constmction cost The bonds will include storm sewers, SSD, erosion control, and Monumentation. The applications are available on our website at www.co.hamilton.in.us. go to Departments, Surveyor, and Fonns. Please note a new Petition for Regulated Drain Subdivision is posted on the website. 5. Please show a spot elevation on the emergency overflows for both lakes. This is in addition to the cross-section and will need to be included in the as-built record drawings at the end of the project. Also, the spill way elevation on Lake #2 needs to be raised to 907.04. \\, ~ -06~ 5/ 2005 16: 04 3177769628 HAMILTON CO SURVEYOR PAGE 02/02 6. The HCSO has new standard details for the required castings. The details are available for download on our website at www.co.bamilton.in.us. go to Departments. Surveyor, and Documents for Download. The details are CT-l, CT~ 2, CT -4, CT -5, CT -6, CT -7, CT -8. and CT -10. These arc our required casting and any other casting must be approved by this office. 7. Please remove any details on sheet C802 that are not applicable to this project, mainly the inlet type details. 8. The HCSO would recommend the SSD laterals to each lot to be centered in the lot. This office would allow the developer or homebuilder some input into this issue, since they know what will work best for them. The current laterals arc shown 5 feet from the property line, which. will make it hard to get around utility pedestals placed on the property line. 9. Please add a column to the gutter spread calculation that show open lane width so the free lane width can be easily verify. It would be great to see this in all drainage calculations from your office. Also, make sure the inlet numbers from the gutter spread calculations and the construction plans match up. 10. The easement in the rear oflots 44 to 47 needs to be a RD.E. instead of a D.E. 11. Please note that further comments may be necessary at a later date. Should you have any questions, I can be reached at 317-716-8495. Sincerely, ~~ Greg Hoyes Plan Reviewer cc: Matt Griffin - Carmel DOCD John South - HCSWCD Dick Hill- Cannel Engineering Mike McBride - HCHD Ryan Thomas - 920-1623 ------ ----~------~---- Wold, Alexia K From: Sent: To: Subject: Wold, Alexia K Wednesday, June 15,20054:15 PM 'dolmstead@stoeppelwerth.com' FW: TAC Agenda -----Original Message----- From: Wold, Alexia K Sent: Wednesday, June 15, 2005 3:49 PM To: 'gayle.helart@usdoj.gov'; 'dmcguire@cripe.biz'; 'msettlemyre@foresightengineering.com'; 'srsarch@insightbb.com'; 'efleming@stoeppelwerth.com' ee: Wold, Alexia K Subject: TAC Agenda June 15, 2005 Attached is the T AC Agenda for June 22, 2005. Iiiijh ~ TAC2005-0622.rtf Notes: You are listed as the contact person for this docket. Please share this information with your Petitioner(s). Feel free to call if you have any questions. Thank you, Alexia Donahue Wold Department of Community Services City of Carmel 317-571-2417 Fax:317-571-2426 1 City of Carmel VIA EMAIL: dolmstead@stoeppelwerth.com Original by mail June 3, 2005 Dennis Olmstead Stoeppelwerth and Associates Inc. 9940 Allisonville Road Fishers, IN 46038-2005 copy RE: The Lakes at Towne Road Section 2, Secondary Plat Application Dear Mr. Olmstead: This letter is in response to your secondary plat application for the Lakes at Towne Road Subdivision Section 2. The following issues must be resolved: The following must be indicated on the plat: 1. Date of latest revision. 2. Source of title of ownership. 3. Docket Number 05060005 SP ~ The following lots require comer monumentation: 49, 54, CA 8, 43, and CA 9. '{ Please provide a Section Key Map for the Lakes at Towne Road Subdivision denoting this, and other sections, not just a subdivision location map. 6. For clarity purposes, show the subdivision boundary at the edge of right of way with a heavy line weight, with a lighter line weight within the right of way Concerns and Comments are as follow: 1. Provide a copy of the covenants and restrictions, if applicable. 2. Please ensure all landscape plantings are outside of drainage easements. 3. A copy of the landscape plan approvalletter/e-mail from the Urban Forester is required prior to plat approval and signature. Please wait to submit a revised primary plat until after the Technical Advisory Committee (T AC) has met on this application. The resubmitted plat should include edits addressing the above comments along with any requirements that arise from the T AC meeting. Additional comments may be made after the requested revisions have been submitted. Sp!~~ . . Matthew Griffin, Al~ Planning Administrator 05060005 SP Lakes at Towne Road Section 2 Page 1 ONE CIVIC SQUARE CARMEL, INDIANA 46032 317/571-2417 Carmel C) 56'0 ceo 5 S P artment ~' 1~". Cl. '-J.. ~![ -,', A. ~',,{:/ '" ~, :il" v:~\ _, HtCf/VEO \'::{}~\ ~ MAY 2721 ':-', I '005 ,., \~I' DOCS l/:':; v:>, /!: ',~ '~ /"- ~~/ "'-:,,,,,, 7'1~ {" \ / -'--- I ~17 I \. 9.,,/ ___~ __...J-- Ii{Q. , May 27, 2005 Mr. Brian K. Robinson Stoeppelwerth & Associates, Inc. 9940 Allisonville Road Fishers, IN 46038 RE: The Lakes at Towne Road, Section 2 Job Number: 4870052 Dear Mr. Robinson: I have received and reviewed the plans submitted for the above-mentioned project. At the present time, I see nothing in the plans that would hamper law enforcement efforts. If we can be of any further assistance to you, please contact us. Respectfully I ~tJ_~ 4 Michael D. F09;t Chief of Police MDF:vb cc: Dept. of Community Services (317) 571-2500 A Nationally Accredit forcement Agency Fax (317) 571-2512 o. U LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: May 20, 2005 JOB NUMBER: 48700S2 TO: Department of Community Services One Civic Square Carmel, Indiana 46032 ATTENTION: John Dobosiewicz RE: The Lakes at Towne Road, Section 2 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 2 Sets Construction Plans with Secondary Plat 1 Secondary Plat Application with Legal Description 1 Transmittals to Agencies and Utilities THESE ARE TRANSMITTED as checked below: ] For Approval [ X ] As Requested ] For Review and Comment X] For Your Use REMARKS: If you have any questions, please give me a call at (317) 577-3400, ext. 16. Thank you, ~ {J . ~~\C.\ ~ Brian K. Robinson Cc: Ryan Thomas BKRlmeb S:\4870OS2\Blue_ Book\Agency Correspondence\TRANSDeptOfCommunityServicesDobosiewiczOS-l3-0S.DOC w U LETTER OF TRANSMITTAL STOEPPELWERm & ASSOCIATES, INC. 9940 Allisonville Road Fisherst Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: May 20, 2005 JOB NUMBER: 48700S2 TO: CTE Engineers 7102 Lakeview Parkway West Drive Indianapolis, Indiana 46268 ATTENTION: Ron Lauritsen RE: The Lakes at Towne Road, Section 2 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 2 Sets Construction Plans with Secondary Plat THESE ARE TRANSMITTED as checked below: ] For Approval [ X ] As Requested ] For Review and Comment X] For Your Use REMARKS: If you have any questions, please give me a call at (317) 577-3400, ext. 16. Thank you, ~~\C~ Brian K. Robinson Cc: Ryan Thomas Jon Dobosiewicz Candy Feltner BKRlmeb S:\48700S2\Blue_Book\Ageney Correspondenee\TRANSCTEEngineersLauritsenOS-l3-0S.DOC w U LETTER OF TRANSMITTAL STOEPPELWERm & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: May 20, 2005 JOB NUMBER: 48700S2 TO: Office of Police Chief Three Civic Square Carmel, Indiana 46032 ATTENTION: Michael Fogarty RE: The Lakes at Towne Road, Section 2 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Secondary Plat THESE ARE TRANSMITTED as checked below: ] For Approval [ X ) As Requested ] For Review and Comment X) For Your Use REMARKS: If you have any questions, please give me a call at (317) 577-3400, ext. 16. ~ankyou, \J n . ~-' \~.\~ Brian K. Robinson Cc: Ryan Thomas Jon Dobosiewicz BKRlmeb S:\48700s2\Blue_Book\Agency Correspondence\TRANSOfficeOfPoliceFogartyOS-l3-e5.DOC o U LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: May 20, 2005 JOB NUMBER: 48700S2 TO: Carmel Clay Parks Department 1055 Third Avenue SW Carmel, Indiana 46032 ATTENTION: John Lester RE: The Lakes at Towne Road, Section 2 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Secondary Plat THESE ARE TRANSMITTED as checked below: ] For Approval [ X ] As Requested ] For Review and Comment [ X] For Your Use REMARKS: If you have any questions, please give me a call at (317) 577-3400, ext. 16. Thank you, '6~\<(.~ Brian K. Robinson Cc: Ryan Thomas Jon Dobosiewicz BKRlmeb S:\48700s2\Blue_Book\Agency Correspondence\TRANSCarmelOayParksDeptLesterOS-l3-0S.DOC o Q LETTER OF TRANSMITTAL STOEPPELWERm & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: May 20, 2005 JOB NUMBER: 48700S2 TO: Carmel Clay School Administration Director, Facilities and Transportation 5185 East 1315t Street Carmel, Indiana 46033 ATTENTION: Ron Farrand RE: The Lakes at Towne Road, Section 2 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Otber: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Secondary Plat THESE ARE TRANSMITTED as checked below: ] For Approval [ X ] As Requested ] For Review and Comment X] ForYourUse REMARKS: If you have any questions, please give me a call at (317) 577-3400, ext. 16. Thank you, ~ 'J\L.~ Brian K. Robinson Cc: Ryan Thomas Jon Dobosiewicz BKRllbeb S:\4870OS2\Blue_Book\Agency Correspondence\TRANSCarmeIClayScbooIsFarrandOS-l3-05.DOC Q Q LETTER OF TRANSMITTAL STOEPPELWERm & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: May 20, 2005 JOB NUMBER: 48700S2 TO: Carmel Communications 31 First Avenue NW Carmel, Indiana 46032 ATTENTION: Bill Akers RE: The Lakes at Towne Road, Section 2 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Other: I COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Secondary Plat THESE ARE TRANSMITTED as checked below: ] For Approval [ X ] As Requested ] For Review and Comment X] For Your Use REMARKS: If you have any questions, please give me a call at (317) 577-3400, ext.16. Thank you, ~- .~\(.~ Brian K. Robinson Cc: Ryan Thomas Jon Dobosiewicz BKRlmeb S:\48700S2\Blne_Book\Ageney Correspondence\TRANSCarmelCommnnicationsAkersOS-l3-05.DOC o Q LETTER OF TRANSMITTAL STOEPPELWERm & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: May 20, 2005 JOB NUMBER: 48700S2 TO: City of Carmel Department of Engineering One Civic Square Carmel, Indiana 46032 ATTENTION: Dick Hill RE: The Lakes at Towne Road, Section 2 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Secondary Plat 1 Drainage Calculations THESE ARE TRANSMITTED as checked below: ] For Approval [ X ] As Requested ] For Review and Comment X] For Your Use REMARKS: If you have any questions, please give me a call at (317) 577-3400, ext. 16. Thank you, ~\~.~ Brian K. Robinson Cc: Ryan Thomas Jon Dobosiewicz BKRlmeb S:\4870OS2\Blue_Book\Ageuey Correspondence\TRANSCarmelEngiDeeringHillOS-13-05.DOC U Q LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: May 20, 2005 JOB NUMBER: 48700S2 TO: Department of Community Services One Civic Square Carmel, Indiana 46032 ATTENTION: Scott Brewer RE: The Lakes at Towne Road, Section 2 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Other: COPIES SHEET . DESCRIPTION NO. 1 Set Construction Plans with Secondary Plat THESE ARE TRANSMITTED as checked below: ] For Approval [ X ] As Requested ] For Review and Comment X] For Your Use REMARKS: If you have any questions, please give me a call at (317) 577-3400, ext. 16. Thank you, . ~~Y-.~ Brian K. Robinson Cc: Ryan Thomas Jon Dobosiewicz BKRlmeb S:\48700s2\Blue.)Jook\Agency Correspondence\TRANSDeptOfCommunityServieesDobosiewiez05-13-0S.DOC U Q LETTER OF TRANSMITTAL STOEPPELWERm & ASSOCIATES, INC. 9940 Allisonville Road Fisbers, Indiana 46038-2005 Pbone (317) 849-5935 FAX (317) 849-5942 DATE: May 20, 2005 JOB NUMBER: 48700S2 TO: Hamilton County Health Department One Hamilton County Square Suite 30 Noblesville, Indiana 46060 ATTENTION: Barry McNulty RE: The Lakes at Towne Road, Section 2 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Secondary Plat THESE ARE TRANSMITTED as checked below: ] For Approval [ X ] As Requested ] For Review and Comment X] For Your Use REMARKS: Uyou have any questions, please give me a call at (317) 577-3400, ext.16. Thank you, r-;; fl . ~ . \(.\~ Brian K. Robinson Cc: Ryan Thomas Jon Dobosiewicz BKRlmeb S:\4870OS2\Blue_Book\AgenC)' Correspondence\TRANSHamiltonCountyHealthDeptMcNultyOS-1U5.DOC U Q LETTER OF TRANSMITTAL STOEPPELWERm & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: May 20, 2005 JOB NUMBER: 48700S2 TO: Hamilton County Highway Department 1700 South lOth Street Noblesville, Indiana 46060 ATTENTION: Mike McBride RE: The Lakes at Towne Road, Section 2 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Secondary Plat THESE ARE TRANSMITTED as checked below: ] For Approval [ X ] As Requested ] For Review and Comment X] ForYourUse REMARKS: If you have any questions, please give me a call at (317) 577-3400, ext. 16. Thank you, ~~~ Brian K. Robinson Cc: Ryan Thomas Jon Dobosiewicz BKRlmeh S:\48700S2\Blue_Book\Agency Correspondence\TRANSBamiltonCountyHighwayMcBrideOs.1US.DOC U Q LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: May 20, 2005 JOB NUMBER: 48700S2 TO: Hamilton County Local Emergency 18100 Cumberland Road Noblesville, Indiana 46060 ATTENTION: Robert Hendricks RE: The Lakes at Towne Road, Section 2 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Secondary Plat THESE ARE TRANSMITTED as checked below: ] For Approval [ X ] As Requested ] For Review and Comment X] For Your Use REMARKS: If you have any questions, please give me a call at (317) 577-3400, ext. 16. Thank you, 'b~~.~ Brian K. Robinson Cc: Ryan Thomas Jon Dobosiewicz BKRlmeb S:\4870OS2\Blue_Book\Ageuey Correspondence\TRANSHamiltonCountyLocalEmergencyHendricksOS-l3-0S.DOC U Q LETTER OF TRANSMITTAL STOEPPELWERm & ASSOCIATES, INC. 9940 AIlisonviUe Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: May 20, 2005 JOB NUMBER: 48700S2 TO: Hamilton County Sheriff Department 18100 Cumberland Road Noblesville, Indiana 46060 ATTENTION: Doug Carter RE: The Lakes at Towne Road, Section 2 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Secondary Plat THESE ARE TRANSMITTED as checked below: ] For Approval [ X ] As Requested ] For Review and Comment X J For Your Use REMARKS: Uyou have any questions, please give me a call at (317) 577-3400, ext. 16. Thank you, ~~\c..~ Brian K. Robinson Cc: Ryan Thomas Jon Dobosiewicz BKR/meb S:\48700s2\Blue_Book\Ageucy CorrespoDdeDce\TRANSHamiltoDCountySheriflCookOS-l3-05.DOC u 0 LETTER OF TRANSMITTAL STOEPPELWERm & ASSOCIATES, INC. 9940 Allisonville Road Fisherst Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: May 20, 2005 JOB NUMBER: 48700S2 TO: Hamilton. County Soil & Water 1108 South Ninth Street NoblesviIle, Indiana 46060 ATTENTION: Shirley Ooley RE: The Lakes at Towne Road, Section 2 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Secondary Plat THESE ARE TRANSMITTED as checked below: ] For Approval [ X ] As Requested ] For Review and Comment X] For Your Use REMARKS: If you have any questions, please give me a call at (317) 577-3400, ext. 16. Thank you, ~\- ~\c. Brian K. Robinson Cc: Ryan Thomas Jon Dobosiewicz BKRlmeb S:\4870OS2\Blue_Book\AgenC)' Correspondence\TRANSHamiltonCountySoil&W aterOoleyO~l3-0S.DOC U Q LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: May 20, 2005 JOB NUMBER: 48700S2 TO: Office of Fire Chief Fire Station One Two Civic Square Carmel, Indiana 46032 ATTENTION: Gary Hoyt RE: The Lakes at Towne Road, Section 2 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Secondary Plat THESE ARE TRANSMITTED as checked below: ] For Approval [ X ] As Requested ] For Review and Comment X] For Your Use REMARKS: If you have any questions, please give me a call at (317) 577-3400, ext. 16. Tha.nk you, \/ {} ~\C.\~ Brian K. Robinson Cc: Ryan Thomas Jon Dobosiewicz BKRlmeb S:\48700s2\Blue_Book\Ageney Correspondenc:e\TRANsomceOfFireCbiemoytOS-13~S.DOC U Q LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: May 20, 2005 JOB NUMBER: 48700S2 TO: Vectren Energy 15900 Allisonville Road Noblesville, Indiana 46060 ATTENTION: Jim Scott RE: The Lakes at Towne Road, Section 2 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. t Set Construction Plans with Secondary Plat THESE ARE TRANSMITTED as checked below: ] For Approval [ X ] As Requested ] For Review and Comment r X] ForYourUse REMARKS: Uyou have any questions, please give me a call at (317) 577-3400, ext. 16. Thank you, ~ () . b . \C-.\~ Brian K. Robinson Cc: Ryan Thomas Jon Dobosiewicz BKRlmeb S:\48700s2\Blue_Book\Utility CorrespoodeDce\TRANSVectrenScott05-13~S.DOC U Q LETTER OF TRANSMITTAL STOEPPELWERm & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: May 20, 2005 JOB NUMBER: 48700S2 TO: Brighthouse Cable 3030 Roosevelt Avenue Indianapolis, Indiana 46218 ATTENTION: Jeff Farmer RE: The Lakes at Towne Road, Section 2 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Secondary Plat THESE ARE TRANSMITTED as checked below: ] For Approval [ X ] As Requested ] For Review and Comment X] For Your Use REMARKS: If you have any questions, please give me a call at (317) 577-3400, en. 16. Thank you, ~ () . b~' \~.\ C-JL- Brian K. Robinson Cc: Ryan Thomas Jon Dobosiewicz BKRlmeb S:\48700s2\Blue_Book\Utility Correspoudence\TRANSBrighthouseFarmerOS-l3-0S.DOC U Q LETTER OF TRANSMITTAL STOEPPELWERm & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: May 20, 2005 JOB NUMBER: 48700S2 TO: Carmel Water Department 760 3rd Avenue SW Suite 110 Carmel, Indiana 46032 ATTENTION: John Duffy RE: The Lakes at Towne Road, Section 2 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Secondary Plat THESE ARE TRANSMITTED as checked below: ] For Approval [ X ] As Requested ] For Review and Comment X] For Your Use REMARKS: If you have any questions, please give me a call at (317) 577-3400, ext. 16. r ~ank.YO~~ Brian K. Robinson Cc: Ryan Thomas Jon Dobosiewicz BKRlmeb S:\48700s2\Blue_Book\Utility Correspoodeuee\TRANSCarmeIWaterDufI'yOS-l3-0S.DOC W Q LETTER OF TRANSMITTAL STOEPPELWERm & ASSOCIATES, INC. 9940 AllisonviIle Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: May 20, 2005 JOB NUMBER: 48700S2 TO: Indianapolis Power & Light Company 3600 North Arlington Avenue Indianapolis, Indiana 46218 ATTENTION: Ron Morris RE:. The Lakes at Towne Road, Section 2 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Otber: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Secondary Plat THESE ARE TRANSMITTED as checked below: l ] For Approval l X] For Your Use [ X ] As Requested ] For Review and Comment REMARKS: If you have any questions, please give me a caUat (317) 577-3400, ext.16. Thank you, () n . b~~.\ ~ Brian K. Robinson Cc: Ryan Thomas Jon Dobosiewicz BKRlmeb S:\48700s2\Blue_Book\Utility Correspondence\TRANSIndianapolisPolVer&LigbtMorrisOS-l3-05.DOC U Q LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: May 20, 2005 JOB NUMBER: 48700S2 TO: PSI Cinergy 1441 South Guilford Street Carmel, Indiana 46032 ATTENTION: Ron Booher RE: The Lakes at Towne Road, Section 2 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Secondary Plat THESE ARE TRANSMITTED as checked below: ] For Approval [ X ] As Requested ] For Review and Comment X] For Your Use REMARKS: If you have any questions, please give me a call at (317) 577-3400, ext. 16. Thank you, ~ n . b~'?-.\ C-L-- Brian K. Robinson Cc: Ryan Thomas Jon Dobosiewicz BKRlmeb S:\48700s2\Blue_Book\Utility Correspondenee\TRANSPSICinergyBoober05-13-05.DOC u U LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES;INC: 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: May 20, 2005 JOB NUMBER: 48700S2 TO: SBC 5858 North College Avenue Indianapolis, Indiana 46220 ATTENTION: Justin Condon RE: The Lakes at Towne Road, Section 2 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Secondary Plat THESE ARE TRANSMITTED as checked below: ] For Approval [ X ] As Requested ] For Review and Comment X] For Your Use REMARKS: Uyou have any questions, please give me a call at (317) 577-3400, ext. 16. Thank you, () fl . b~ 'h,~ C-k--- Brian K. Robinson Cc: Ryan Thomas Jon Dobosiewicz BKRlmeb S:\48700S2\Blue_Book\Utility Correspondeoce\TRANSSBCCoodooO>l3-0S.DOC