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HomeMy WebLinkAboutCorrespondenceLETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: January 17, 2005 JOB NUMBER: 47175S1 TO: ATTENTION: RE: Department of Community Service' One Civic Square Carmel, lndiana 46032 Jon Doboseiwicz Heather Knoll, Section I WE ARE SENDING YOU [ X I t,es I ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 2 Cc Recorded Secondary Plat I Cc Recorded Secondary Plat (Mylar) I I For Approval I x I For Your Use REMARKS: THESE ARE TRANSMITTED as checked below: [ X ] As Requested I I [ I For Review and Comment Edward E. Fleming Cc: Ken Brasseur EEF/meb S:\47175Sl\Blue Bo.k~Agency Correspondcnce\TRANSDeptOlUommunityServicesDoboseiwicz01-17-05.DOC 9551 Delegate's Row Indianapolis, IN 46240 Phone: 818-2900 Fax: 818-2910 Letter of Transmittal To: City of Carmel Department of Community Services One Civic Square Carmel, Indiana 46032 Bate: December 3, ATTN: Jon Dobosiewicz Project: Heather Knoll - Section RE: Secondary Plat & Covenants From: Ken Brasseur We are sending you [] attached [] under separate cover via N/A the documents as listed: COPIES DESCRIPTION Secondary Plat( 18"x 24, My!ar) Secondary Plat ( 15, x 17" Mylar) Secondary Plat( !8" x 24, paper) Covenants & Restrictions these are transmitted for your action as indicated below: [] for your use and/or file [] [] for review & comment [] [] as requested [] [] approved as noted [] returned for corrections please sign & return original and __ Retain one copy for your file REMARKS: Please call me at either 818-2900 (Off) or 590-8816 (Cell) if you have any questions. Thanks. copies copy to ([enclosures are not as noted, kindly notify us immediate(¥. C June 17, 2004 Mr. Edward E. Fleming Stoeppelwcrth & Associates, Inc. 9940 Allisonville Road Fishers, IN 46038-2005 RE: Heather Knoll Section 1 - Project Review #3 Dear Mr. Fleming: The City of Carmel has received your comment response letter and revised drawings dated June 7, 2004 for the above.referenced project. Thank you for addressing the City's comments. Based on a review of your comments and the submitted draxvings, the issues from thc City's second review on June 3, 2004 were satisfactorily addressed. This Department is prepared to approve the Drawings. This office requires a minimum of four sets of certified drawings for approval. The drawings will be stamped approved and will be sigmed by the City Engineer and the Utility Department. The Developer/Owner will receive one-set which is to be maintained on the construction site at all times. The City's Construction Manager will receive one set, the Department of Engineering will maintain one set and the Utility Department will receive one set. If more than the minimum of four sets is requested for approval, the additional sets (a maximum total of two additional sets) must be submitted with the four required sets. The following outlines the necessary items to be completed prior to.starting construction. These items were outlined in previous review comment letters. 1. Obtain Board of Public Works and Safety approval for the following: · Water Availability for the Development. If an irrigation system is planned for this development, additional Board of Public Works and Safety Water Availability approval will be required. This also applies to planned swimming pools and/or clubhouse. · Open cuts of 141st Street for the storm sewer and sanitary sewer crossings. · Consent to Encroach Agreement for any permanent improvement (including irrigation systems) to be installed within dedicated right of way or dedicated easements. · Secondary Plat approval. 2. Provide individual Performance Guarantees for the following subdivision and right-of- way improvements: · Streets · Entrance improvements, auxiliary lanes, stone shoulders, etc. · Curbs l:'~x 517.571.2 i.49 June 3, 2004 Page 2 of 3 · Water Mains · Street Signs · Sidewalks and/or Asphalt Paths (builders lot sidewalks, right of way sidewalks adjacent to common areas and perimeter right of way sidewalks/paths may be bonded separately). Bonding is not required for asphalt paths and/or sidewalks located within common areas. · The Hamilton County Surveyor will require bonding for Storm Sewers and Monuments & Markers. The City will not require duplicate bonding for these items. Sanitary Sewers are under the jurisdiction of Clay Township Regional Waste District. 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/Certified/Official Checks. Please reference the enclosures for more detailed explanation o four procedures. Pay Availability Fees and Connection Fees. These fees must be paid after all other Engineering Department requirements have been satisfied and prior to start of construction activities (the exception is that you are allowed to move dirt on site). · Availability Fees are based upon total platted acreage for the development at the rate of $1,010.00 per acre for Water Availability. B'ased upon the primary plat indicated acreage, the following Availability Fees would apply: Water- 22.089 Acres (~ $1,010.00/Acre = $ 22,310.00 · Connection Fees are $1,310.00 for water 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 permits. Connection Fees are paid on a per-lot basis. If an irrigation system ia' planned is planned for this, or any future section of the develot~ment, additional Water Connection Fees will be assessed based upon the recommendation of the Director of Carmel Utilities. The work in the right of way of 141~t Street will require a Right of Way Permit and a License and Permit Bond. The bond amount will be determined by the number of instances of work in the right of way ~ $2,000.00 per instance. Any construction covered by Performance Guarantees would not be included in the Right of Way Permit Bond requirements. Please contact our Right of Way Manager, Fred Glaser, to arrange permitting and bonding. If you have questions, please contact our office at 571-2441. ~/~ June 3, 2004 Page 3 of 3 ~:"~sistant City Er~ineer Departn~, nt of Engineenng Enclosures File Department of Engineering Jon Dobosiewicz, Department of Community Services John Duffy, Director Carmel Utilities Paul Pace, Distribution Jim Haag, Collection Greg Hoyes, Hamilton County Surveyor's Office Gregory Ilko, CrossRoads Engineers \\Apps2\user data\eng\shared\gduncan\lleather Knoll\City Review 3 061704.doc C ITh;' MEL June 3, 2004 Mr. Edward E. Fleming Stoeppelwerth & Associates, Inc. 9940 Allisonville Road Fishers, IN 46038-2005 DOCS RE: Heather Knoll Section 1 - Project Review #2 Dear Mr. Fleming: The City of Carmel has received your comment response letter and revised dra~vings dated April 8, 2004 for the above referenced project. Thank you for addressing the City's comments. Based on a review of your comments and the submitted drawings, the issues from the City's first review on March 15, 2004 ~vere satisfactorily addressed. Based on the City's second review, the City provides the following comments: 1. General. a. Add note to all Holey Moley details to contact Carmel Utilities at 571- 2648 for locations of all water mains. b. Will all flow in the existing legal drain be captured and conveyed as a part of the Hayden Run development? c. What is the status of obtaining additional right-of-way required for the roadway improvements and off-site easements for the sanitary sewer connection? Are we correct to assume that the off-site storm sewer installation will be installed within the existing legal drain easement with permission from the Surveyor's Office? 2. Secondary Plat. a. There are a number of typos or text over posting of the bearings and distances on the street centerlines. 3. Sheet C200 and C201. a. Is future sanitary service anticipated along Street C to the west and Street D to the east? b. General Note la. The City suggests that "suitable fill" be defined by some type of material specification if not defined in Project Specifications. c. General Note 5. Add "C" as follows: "Contact Carmel Utilities at 571- 2648 for locations of all water mains." June 3, 2004 Page 2 of 4 d. Ensure the median on Street D is allowed to continue at full width into Section 2. There is an apparent taper at the western limit of Section 1 Street D. e. Please label the slope of all proposed swales. Swales shall be 1% minimum slope. f. Revise note that reads "All pads should be tested...' to read "All pads shall be tested..." g. Please indicate edge striping on the auxiliary lanes. Sheet C300. a. Please indicate the location of the concrete swale noted on this sheet. How much water is being discharged to this swale? Is this the intended pond overflow into the existing legal drain? If so, how will this water flow when the legal drain is relocated? b. Fuel storage and filling area. Please ensure that the project site is not in a wellhead protection area. Please ensure that all applicable state laws are followed and that all permits that would normally be required for such an application are obtained and kept on-site. Sheet C302. a. Will filling in the existing pond as a part of Section 2 impair that pond and drainage system? Sheet C403. a. Revise note which reads "A sawcut is needed to remove the edge line along the north side of 141st Street..." to read "Sawcut the existing pavement where new pavement is to be placed adjacent to the existing pavement on the north and south side of 141 st Street and to remove the edge line along the north side of 141st Street...". b. Please indicate edge striping on the auxiliary lanes. c. Edit pavement section on Road Cross-Section to match pavement section on Sheet C802. The paving section on Sheet C802 is required to be edited per this letter. d. Edit the note which reads "141st Street to be resurfaced across the entire frontage" to read "The entire roadway of 141st Street shall be resurfaced across the frontage of the proposed acceleration and deceleration lanes as a part of this contract." e. Are the power poles noted for relocation to be relocated by the utility company? June 3, 2004 Page 3 of 4 f. What is the intent of Note 3 in the Typical Handi-capped Ramp at Comer detail? Please ensure that all sidewalk ramps are to be constructed by the Site Contractor and not the individual home owners. 7. Sheet C404. a. Ensure the median on Street D is allowed to continue at full width into Section 2. There is an apparent taper at the western limit of Section 1 Street D. 8. Sheet C406. a. The City suggests the deletion of the "Typical Applications..." detail if it is not intended to close any of the traffic lanes. Ifa lane is being closed, please provide a specific plan. Lane closures require Board of Public Works and Safety approval. b. Please add sign references (XW20-1, e.g.) to the Traffic Maintenance Plan. c. Some of the notes reference Hazel Dell Parkway and 146th Street. Please revise or delete. 9. Sheet C407. a. The City recommends the deletion of details that do not apply. 10. Sheet C600. a. It is apparent that the minimum cover of 12" from the top of the pipe to the bottom of the roadway aggregate section is not maintained for Structures 131 and 130. 11. Sheet C603. a. Docs the existing pond design account for the proposed stom~ water discharge? 12. Sheet C801. a. Please add a bedding detail for the storm pipe. 13. Sheet C802. a. Edit Pavement Compositions Detail to be the following section: 7" compacted #53 stone, 5" H.A.C. Base #5D, 1" H.A.C. Surface #11 b. Are the three different curb sections noted delineated on the Site Development Plan? c. Add a street cut patch detail (attached). 14. Crossroads drainage review was completed on May 16, 2004 and was submitted to your office on May 24, 2004. Please provide documentation that their issues and those of the other governing agencies have been satistied. June 3, 2004 Page 4 of 4 Please provide our office xvith a follow up letter and revised plans indicating _all revisions. 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 the City's initial revie~vs. If you have questions, please contact our office at 571-2441. Gary R ,~unca.~si.stant Cit~ngineer Departl~ent of Engineering Enclosures Cc~ Mike McBride, City Engineer Dick Hill, Department of Engineering Jon Dobosiewicz, Department of Community Services John Duffy, Director Carmel Utilities Dan Greskamp, Construction Manager Paul Pace, Distribution Jim Haag, Collection Tim Walter, Platinum Properties Greg Hoyes, Hamilton County Surveyor's Office Gregory Ilko, CrossRoads Engineers Z:~shared\gduncan\Heather Knoll\City Review 2 060304.doc o.~z .J 0 b_ bJ (J OZ x<~ 0 May 20, 2004 Stoeppelwerth & Associates, Inc, ATrN: F,,d Fleming 9940 Allisonville Road Fishers, IN 46038-2005 VIA FACSIMILE: 849-5942 l~e: Heather Knoll Section Dear Mr. Fleming: We have reviewed the construction plans submitted to the Hamilton County Surveyor's Office on May 19, 2004 for this project and have the following comments: Per conversation with Doug Elmore with Platintun Properties, it was agreed a better .solution to connecting the existing Stultz and Almond regulated drain would be to extend a 12 RCP south fi:om 125A and set a 2' x 2' concrete box at the interception point. This will avoid tearing up the common area in the future to crash the tile and will not require installation of a riser pipe at thc transition point fi:om old to new. Depth and cover appear to work and this should be a better option to explore. Please refer to detail D-7 as shown in the print, h clearly states the "Emergency Spillway at 100 Year' and this office requires storm water from a 100+ year storm event to utilize the emergency overflow and spillway. While I do not have detailed topo information east of this site, it is apparent the routing will be across the field and under 141~t Street in the existing culvert. Please try to lower the spillway elevation from 913.8 to 912.8 but maintain a positive routing to get the water way. Also, correct the elevations on the overflow cross-section for pond 1. 3. Please show the pipe from stmeture 142 to pond 2 being installed with this section, since the pond in being constructed now. 4. Please submit a copy of the final plat to this office prior to final approval by the City of Carmel so we can verify the regulated drainage easements. Once thcse above issues are addressed and the City of Carmel is acceptable with the plans, please submit 7 set for approval to Cannel Engineering and then our office. Once that is complete, a pre-construction meeting will be held and the on- site work can begin. 6. Please note that further comments may be necessary at a later date. Should you have any questions, I can be reached at 31%776-8495. Sincerely, Plan Reviewer Cc.' .Ion Dobosiewicz - Carmel DOCD John $olllh - HCSWCD Steve Broermann- HCHD Dick Hill - Carmel Engineering Doug Elmore - Platinum Properties '-' '-"' ' Pliom' (3 ~ 7) 776-8495 Olle .~amdto. Qim~ Sq.are Fax [3~7) 776~28 N0blesville, l.duma 4606o-2230 May l0,2004 Stoeppelwerth & Associates, Inc. ATTN: Ed Fleming 9940 Allisonville Road Fishers, IN 46038-2005 VIA FACSIMILE: 849-5942 Re: Heather Knoll Section 1 Dear Mr. Fleming: We have reviewed the construction plans submitted to the Hamilton County Surveyor's Office on April 21, 2004 for this project and have the following comments: Please submit the following procedural items to this office, petition for regulated subdivision, outlet permit, engineer's estimate, and all associated bonds for 100% of construction cost (for the subdivision). The application is available on our website at http://www.eo.hamilton.in.us, go to Departments, Surveyor, and Drainage Permits. The invert of the existing Stultz and Almond Regulated Drain on the west property line will be to be field verify for positive outfail before the plans will be approved for consLruction. Please provide this in the construction plans, along with the exact location of the tile that was field verified. Please specify Neenah R-3501-N on all curb inlet structures with flow from both dlreetions or Neenah R-3501- TR or TL for directional flows. The intent of this comment is to eliminate the dilemma on which way to face the vanes in the casting when the structure is in the sag of the roadway. I do see places where directional (TR or TL) casting will be needed, like the double inlet structures and 127, 128, 140, & 141, plus maybe others. Please specify for each inlet which casting will allow the water to enter the inlet unobstructed. Was the location of the existing tile that is to tie into structure 109 field located? To verify this will work, please provide the field location and inverts in the construction plans. 5. A mad cut permit f~om HCHD for the open cut of Towne Road will be needed and a copy provided to us before that mad crossing can begin. The emergency overflow and emergency flood routing for both lakes must be set at the 100 year flood elevation, as shown of the lake cross-section details. The flood routing must be a positive fall outlet for a distance that can carry the water away from the development. 7. Please correct the I00 foot bust in the design for the top of bank and spillway elevations. 8. The emergency overflow and flood muting for lake #2 will not function properly at the 100 year flood elevation as required. The landscape plan has been revised and does seem to be improved, but in places trees still are show very near the pipe. Also, along the west property line, trees are shown over the existing Stultz and Almond regulated drain. This will still be a regulated drain until further development happens in the area. No landscape planting will be permitted or allowed within the proposed regulated drainage easements per Indiana Code 36-9-27-33(d). 10. Please be aware that the Hamilton County Soil Survey shows a large portion of the Westside of section 2 as containing Patton Soil. This may cause problems with the future roadway nnd building pads without addressing the soil type, 11. Please note that further comments may be necessary at a later date. Should you have any questions, I can be reached at 317-776-8495. Sincerely, Greg Ho~es Plan Reviewer Cc'. Jon Dobosiewicz - Carmel DOCD John South - HCSWCD Steve Broermann - HCHD Dick Hill - Carmel Engineering Doug Elmore - Platinum Properties TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: TO: May 3, 2004 Department of Community Services One Civic Square Carmel, Indiana 46032 JOB NUMBER: 47175S1 ATTENTION: Jon Doboseiwicz RE: Heather Knoll, Section 1 WE ARE SENDING YOU [ X ] ups [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 CC Landscape Plan THESE ARE TRANSMITTED as checked below: [ ] For Approval [ X ] As Requested [ XI For Your Use [ I REMARKS: [ ] For Review and Comment Thank you, Edward E. Fleming Cc: Doug Elmore TRANSMITTAL & ASSOCIATES, INC. sonville Road iana 1'7) 849-5935 FAX (31'7) $49-5942 DATE: May 3, 2004 TO: Platinum Properties, LLC 9551 Delegates Row Indianapolis, Indiana 46240 ATTENTION: Doug Elmore RE: Heather Knoll, Section 1 WE ARE SENDING YOU [ X ] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 CC Landscape Plan THESE ARE TRANSMITTED as checked below: JOB NUMBER: 47175S1 [ ] For Approval [ X ] As Requested [ X] For Your Use I I REMARKS: [ ] For Review and Comment Thank you, Edward E. Fleming Cc: Jon Doboseiwicz ~TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: May 3, 2004 JOB NUMBER: 47175S1 TO: Hamilton County Surveyor One Hamilton County Square Suite 188 Noblesville, Indiana 46060 ATTENTION: Greg Hoyes Heather Knoll, Section I WE ARE SENDING YOU [ X ] ups [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 CC Landscape Plan THESE ARE TRANSMITTED as checked below: I I For Approval I X ] As Requested [ X l For Your Use [ ] REMARKS: I 1 For Review and Comment Thank you, Edward E. Fleming Cc: Doug Elmore Jon Doboseiwicz TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: TO: May 3, 2004 Department of Community Services One Civic Square Carmel, Indiana 46032 JOB NUMBER: 47175S1 ATTENTION: Scott Brewer RE: Heather Knoll, Section 1 WE ARE SENDING YOU [ X ] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 2 CC Landscape Plan THESE ARE TRANSMITTED as checked below: [ ] For Approval [ X ] As Requested I Xl For Your Use I ] REMARKS: [ ] For Review and Comment Thank you, Edward E. Fleming Cc: Doug Elmore Jon Doboseiwicz & ASSOCIATES, INC. sonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: April 22, 2004 JOB NUMBER: 47175S1 TO: Clay Township Regional Waste District 10701 North College Avenue Suite A Indianapolis, Indiana 46280-1098 ATTENTION: Candy Feltner Heather Knoll, Section 1 WE ARE SENDING YOU [ ] UPS [ X ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set IDEM Submittal Package THESE ARE TRANSMITTED as checked below: [ ] For Approval [ X ] As Requested [ X l For Your Use [ ] REMARKS: I ] For Review and Comment Edward E. Fleming Cc: Doug Elmore Angelina Butler CERTIFICATION OF REGISTERED PROFESSIONAL ENGINEER OR LAND SURVEYOR LETTER (This Form Should be Filled Out in its Entirety) Applicant: Platinum Properties, L.L.C. Owner: Platinum Properties, L.L.C. Heather Knoll, Section 1 Project Name: L David J. Stoeppelwerth , representing the project applicant, in my capacity as a registered (Name of Individual) professional Professional Eneineer .,. 19358 certify the following (Engineer or Land Surveyor) (Indiana Registration Number) under penalty of law: The design of this project has been performed under my direction or supervision to assure conformance with 327 iAC 3 and the plans and specifications require the construction of said project to be performed in conformance with 327 1AC 3-6. The daily design flow rates, in accordance with 327 LAC 3-6-11 generated from within the specific area that will be collected by the proposed collection system that is the subject of the application, plans, and specifications (when functioning as designed and properly installed), will not cause overflowing or bypassing in the same specific area serviced by the proposed collection system other than from NPDES authorized discharge points. The proposed collection system does not include new combined sewers (serving new areas) or a combined sewer extension to existing combined sewers. The sewer at the point of connection is physically in existence and operation. Based upon information provided by the Owner of the Wastewater System, the ability for this collection system to comply with 327 IAC 3 is not contingent on downstream water pollution control system construction that has not been completed and put into operation. The design of the proposed project meets applicable local rules or laws, regulations and ordinances. The information submitted is true, accurate, and complete, to the best of my knowledge and belief. 1 am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment. Gallons Per Day: 13,020 Wastewater Treatment Plant: Sewers: (Daily Design Average Flow for Project) City of Carmel Waste Water Treatment Plant (Name of WWTP) Clay Township Re!~ional Waste District SignatUre of PersrO~ Signing April 22, 2004 Date Signed (Please refer to IC 13-30-6-2 for penalties of submission of false information. False certification could result in imprisonment or a fine of up to $10,000) Indiana Department of Environmental Management Application for Water Pollution Control Facility Construction Permit Required By 327 IAC Article 3 l. Applicant (Name and Address) Platinum Properties, L.L.C. 9551 De eclate's Row Indianapolis, Indiana 46240 ?hone# (317) 818-2900 2. Applicant's Engineer Name David J. Stoeppelwerth CompanyName Stoeppelwerth & Assoc., Inc. Address 9940 Allisonville Road Fishers, Indiana 46038 Phone# (317) 849-5935 3, Name of Proposed Facility Heather Knoll, Section 1 Location of Proposed Facility North side of 141st Street approximately 1/2 mile West of Towne Road. City Carmel County Hamilton 5. Permit Application For Construction, Expansion, of Modification of: (check where applicable) A. Municipal Collection Facility [~ B. Semipublic Collection Facility ~] C. Municipal Treatment Facility [~ D. Semipublic Treatment Facility [~] E. Industrial or Commercial Treatment Facility F. Coal Mine Sedimentation Basin ~ G. Other Specify * New Facility [-~ * Expansion or modification of Existing Facility [~] 4. ATTACHMENT CHECKLIST Sanitary Sewer Projects The following Documents are attached: A. Sanitary Sewer Design Summary I~'l B. Wastewater Allocation Checklist (Acceptance/Capacity Letter from Municipality or Sanitary District) C. Plans and Specifications D. *List of Potentially Affected persons or parties *Fully identify all persons, by name and address, who may be potentially affected by the issuance of this perm/t, such as adjoining landowners, persons with a propriety interest, and/or persons who have complained or subm/tted comments about your facility. Failure to identify a potentially affected person may result in any issued permit being challeneed and rendered null and void. 6. Signature Application is hereby made for a Permit to authorize the activities described herein. I certify that I am familiar with the information contained in this application, and to the best of my knowledge and belief such information is true, complete, and accurate. David J. Stoeppelwerth Printed Name of Person Signing Professional Engineer m a[u~'e of AvnFfc~nt Signa eo ppican April 22, 2004 Date Application Signed *Please refer to IC 13-7-13-3 for penalties of submission of false information* 327 lAC ARTICLE 3 CONSTRUCTION PERMIT SANITARY SEWER DESIGN SUMMARY FORM Design Flow Number of Units 42 1 Bdrm. apts 2 Brdm. apts Single family homes Commercial lots 200 gpd/unit 5 gpd 300 gpdJunit ~ gpd 310 gpd/unit ~ 13,020 gpd gpd gpd Peaking factor 4.2g Sewer Total average flow 13,020 gpd Peak Flow 55,856 gpd 3149 ft. 8-inch SDR~35 PVC ft. l O-inch 492 ft. 12-inch SDR-35 PVC 462 ft. 15-inch SDR-35 PVC (sewer type) 4103 ft. Total length of sewer The new sewer will be connecting to an 15 -inch diameter Sanitary sewer at Approximately 400' + South of 141st Street and approximately 1/2 mile West of Towne Road. (relative to streets) Towne Road. Lift Station ,,.,', s'roeP~, % ..' % ............... .%~ -. ...-' ..- ,~x*..... ~ Nom.....%-.. = 19358 ~ = ................. (Engineer's Stamp) Type Number of pumps Capacity of pumps gpm, TDH, RPM, Back-up power source yes no Average wet-well detention time Audio/visual alarm with self-contained power supply or telemetry system Force main ft. of -inch Force main discharge elevation (wet/dry well, submersible, wet-well mounted, etc.) HP (type) Waste Treatment Wastewater treatment will be provided by Carmel Waste Water Treatment Plant Inspection/Maintenance Inspection during construction will be provided by C ay Township Regional Waste District Maintenance al~er completion will be provided by Clay Township Regional Waste District INDENTIFICATION OF POTENTIALLY AFFECTED PERSONS Please list here any and all persons whom you have reason to believe have a substantial or proprietary interest in this matter, or could otherwise be considered to be potentially affected under law. Failure to notify a person who is later determined to be potentially affected could result m voiding out decision on procedural grounds. To ensure conformance with Administrative Adjudication Act (AAA) and to avoid reversal of a decision, please list all such parties. The letter on the opposite sire of this form will further explain the requirements under the AAA. Attach additional names and addressed on a separate sheet of paper, as needed. Please indicate below the type of Agency action you are requesting. NAME See Attached Sheet STREET CITY, STATE, ZIP NAIvlE STREET CITY, STATE, ZIP NAME NAME STREET STREET CITY, STATE, ZIP CITY, STATE, ZIP NAME NAME STREET STREET CITY, STATE, ZIP CITY, STATE, ZIP NAME STREET CITY, STATE, ZIP NAME STREET CITY, STATE, ZIP NAME STREET CITY, STATE, ZIP NAME STREET CITY, STATE, ZIP Please complete this form by signing the following statement: I certify that to the best of my knowledge I have ail potentially affected parties, as defined by IC 4-21.5. FACILITY NAME Heather Knoll. Section 1 ADDRESS North side of 141st Street and approximately 1/2 mile West' of Towne Road PRINTED NAME i}a~vid J. Sto~,~pelwerth DATE April 22, 2004 FOR CONSTRUCTION PERMIT 327 AIC 65-42FC 65-42FC Stony Creek Golf Club Inc. Centex Homes 11800 East 166th Street 6602 East 75th Street, Suite 100 Noblesville, Indiana 46060 Indianapolis, Indiana 46250 65-42FC Michael A. & Lisa K. Mitchel 16865 Cedar Creek Lane Noblesville, Indiana 46060 65-42FC Kevin M. & Amy B. Allender 16879 Cedar Creek Lane Noblesville, Indiana 46060 65-42FC Matthew R. & Emily B. Ahlfeld 16893 Cedar Creek Lane Noblesville, Indiana 46060 65-42FC Steven F. & Annette K. Butler 16907 Cedar Creek Lane Noblesville, Indiana 46060 65-42FC ttarry B. Il & Tiffany Ann Painter 16921 Cedar Creek Lane Noblesville, Indiana 46060 65-42FC James C. & Linda R. Shields 16946 Cimarron Pass Noblesville, Indiana 46060 65-42FC Andrew J. Toth 16697 Blackbird Court Noblesville, Indiana 46060 65-42FC S/36263S4A/NoticeLabels April 21, 2004 LAND SURVEYORS David J. SloCpl~clwmlh, PE., P.L.S Ct ' C f, P S RM Sl~eppelwc~th, PE., P.I.S Hamilton County Surveyor's Office I Hamilton Square Suite 188 Noblesville, Indiana 46060 April 20, 2004 Attn: Grey Hoyes Re: Heather Knoll, Section 1 Dear Mr. Hoyes: Please find enclosed one set of Construction Plans with Plats, which were revised in accordance with the comments listed in your letter dated April 7, 2004. Those comments were addressed as follows: 1. These will be submitted. 2. Noted. 3. The velocity has been shown at 5.8 ft/s with lowering these structures. 4. The curb inlets were changed to manholes as requested. Structures 138 and 139 were revised so that we would not need manholes. 5. I have notified the developer and we will verify this. 6. The easement was revised to 40' wide. 7. The SSD laterals have been made more visible. 8. The building pads have been revised on Lots 2 & 3. 9. The easement on Lots 10- 13 has been increased to 30'. 10. Curb inlets have been specified as Neenah R- 3501- N. 11. The details requested have been added. 12. The reference to Towne Road has been removed. 13. The trashguard was removed from Structure 100 as requested. 14. A note has been added about the legal drain. 15. A note about tying in existing tiles was added. 16. Structure 109 has been moved and lowered as requested. 17. The reference to The Trails at Hayden Run has been removed. 18. Full depth backfill has been added under existing drives and roads. 19. Structure 105 was changed to a yard inlet and lowered. A temporary swale was added. 20. Structure 105A was added in the low area East of Towne Road as requested. 21. There was a typing error in the calculations and this has been corrected. 9940 Allisonville Road · Fishers, Indiana 46038-2005 · (317) 849-5935 · 1-800-728-6917 · FAX: (317) 849-5942 22. A cross- section of the emergency overflows is shown on each pond with a cross- section of each. 23. The flood routing has been shown on Sheet C202 with larger arrows. 24. There was an error in the calculations and this has been corrected. 25. Hopefully the new calculations will answer any questions you may have. 26. The landscape plan is being finalized and will be forwarded to you upon its completion. If you have any questions concerning these revisions, please contact me at (317) 849-5935. Very truly yours, STOEPPELWERTH & ASSOCIATES, INC. Edward E. Fleming s/47175S1 Cc: Jon Dobosiewicz Cc: Doug Elmore CONSLILTING ENGINEER__S-__LAND_ SURVEYO RS April 8, 2004 City of Carmel Department of Community Services 1 Civic Square Cannel, Indiana 46032 Attention: Angelina Butler Re: Heather Knoll, Section 1 Dear Ms. Butler: Please find enclosed one set of Construction Plans with Plats, which were revised in accordance with the comments listed in you r letter dated March 17, 2004. Those comments were addressed as follows: 2. 3. 4. 5. 6. 7. 8. 9. 10. The docket number has been added to the plats. The signature and date will be added when ready to record. Noted. These are shown on the plats. The owner/subdivider and surveyor have been revised on the plat. I will add the warranty deed as soon as the developer gets it to me. The reference to 136th street has been removed. This has been approved by Jon Doboseiwicz. I have added an easement to the plans and we will get it recorded. Noted. If you have any questions concerning these revisions, please contact me at (317) 849-5935, ext. 22. Very truly yours, STOEPPELWERTH & ASSOCIATES, INC. Edward E. Fleming Cc: Doug Elmore S/47175S1/Agcncy 9940 Allisonville Road · Fishers, Indiana 46038-2005 ° (3 I 7) 849-5935 · 1-800-728-6917 · FAX: (317) 849-5942 iTRANSMITTAL & ASSOCIATES, INC. sonville Road iana 46038-2005 317) 849-5935 FAX (317) 849-5942 DATE: March 8, 2004 JOB NUMBER: 47175S1 TO: Clay Township Regional Waste District 10701 North College Avenue Suite A Indianapolis, Indiana 46280-1098 ATTENTION: Andy Kern Heather Knoll, Section 1 WE ARE SENDING YOU [ X ] t~'s [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 3 Sets Construction Plans (Revised) THESE ARE TRANSMITTED as checked below: [ ] For Approval [ X ] As Requested [ ] For Review and Comment [ X ] For Your Use I I REMARKS: The enclosed plans have been revised per TAC comments. Please submit to IDEM as soon as possible. Edward E. Fleming Cc: Doug Elmore Angelina Butler NGINEi R S -__LAND_ SURVEYOR David J. Stocpp¢lwerth. P.E., PLS. Curt s C tuff, P.L S R M S oeppe wcr h, PE, PL S April 8, 2004 Consoer Townsend Envirodyne Engineers, Inc. 7102 Lakeview Parkway West Drive Indianapolis, Indiana 46268 Attention: Ronald L. Lavritsen Re: Heather Knoll, Section 1 Dear Mr. Lavritsen: Please find enclosed two sets of Construction Plans with Plats, which were revised in accordance with the comments listed in you r letter dated March 5, 2004. Those comments were addressed as follows: 2. 3. 4. 5. 6. 7. The city is going to let us open cut 141st street. A 13 lineal foot stub has been added to Manhole 703. An easement has been shown with a temporary easement. The drops in the manholes have been done as requested. The watermain has been shown between manhole 711 and marrhole 713. The storm sewers have been shown on sheet number 503. The Landscape Plan is being revised at this time. I will forward this to you upon completion. If you have any questions concerning these revisions, please contact me at (317) 849-5935, ext. 22. Very truly yours, STOEPPELWERTH & ASSOCIATES, INC. Edward E. Fleming Cc: Doug Elmore Angelina Butler S/47175Sl/Agency 9940 Allisonville Road · Fishers, Indiana 46038-2005 · (317) $49-5935 · 1-800-728-6917 · FAX: (317) 849-5942 .__LAND_ SURVEYOR__S David J. Stoeppelwerth, P.E., P.L.S. Curtis C. Huff, PL.S. R.M. Stocppelwerth, P.E., P.L.S. pDr~stvj~dnt.J~SEt~3cppelwerth, P.E., P.L.S. vice President COO PresJttem Emeri .... April 8, 2004 City of Cannel Utilities 130 First Avenue SW Carmel, Indiana 46032 Attention: Paul Pace Re: Heather Knoll, Section 1 Dear Mr. Pace: Please find enclosed one set of Construction Plans with Plats, which were revised In accordance with the comments listed in yom letter dated March 6, 2004. Those comments were addressed as follows: 2. 3. 4. 5. 6. A valve was added to the North side of the tee at Streets A & B. Two (2) tees have been shown at the intersection of Streets A & D. A valve has been added at the South End of this section. The valve was moved to the South side of the tee at Streets B & C. A temporary fire hydrant has been shown at all dead end lines. A note was added to install a 4 inch PVC pipe at the end of lines as requested. If you have any questions concerning these revisions, please contact me at (317) 849-5935, ext. 22. Very truly yours, STOEPPELWERTH & ASSOCIATES, 1NC. Edward E. Fleming Cc: Doug Elmore Angelina Butler S/47175S1/Agency 9940 Allisonville Road · Fishers, Indiana 46038-2005 · (317) 84%5935 · 1-800-728-6917 · FAX: (317) 849-5942 NGINEER S .__LAND_ StlRVEYOR S April 8, 2004 City of Carmel City Engineer 1 Civic Square Cannel, Indiana 46032 Attention: Dick Hill Re: Heather Knoll, Section, Section 1 Dear Mr. Hill: Please f'md enclosed one set of Construction Plans with Plats, which were revised in accordance with the comments listed in your letter dated March 15, 2004. Those comments were addressed as follows: 11. 12. 13. 14. 15. 16. 17. 18. 19. The reference to 136t~ street has been omitted. The street names have not been approved at this time. The paths and ramps are now aligned at the entrance. That is correct. The right-of-way along 141st street and the right-of-way along street D have been given approval by Jon Doboseiwicz at the TAC meeting. The entrance lanes have been revised as requested. A passing blister has been shown. Additional right-of-way will have to be obtained. · Right-of-way will need to be obtained at the East for the taper. · ~e striping note is on the Entrance Plan and a stop bar and stripe are shown. · A 3 foot stone shoulder has been shown. · The proposed trails at Hayden Run have been labeled as requested. · The bottom of the ponds are labeled on the Site Development Plans. · The medians are as approved, we did add another median at intersection. Structure numbers are on the Street Plans. · All storm sewem are shown w/th 12 inches of cover as requested. It is noted on the Entrance Plan about thermosplastic striping. · The striping is on the Entrance Plan. · The paths are now in alignment. · Three (3) foot stone shoulders are shown. · The passing blister has been added to the detail. 9940 Allisonville Road · Fishers. Indiana 46038-2005 · (317) 849-5935 · 1-800-728-6917 · FAX: (317) 849-5942 City of Carmel Dick Hill April 8, 2004 Page 2 of 2 20. 21. 22. 23. Traffic Ma/ntenance Plan has been included. Some storm has been lowered to get to 12 inches of cover. Length of waterlines are shown o the Water Plans. The sidewalk has now been shown as 1 foot inside the right-of-way. The underdrain locations on the street cross-section has been revised. If you have any questions concerning these revisions, please contact me at (317) 849- 5935, ext 22. Very truly yours, STOEPPELWERTH & ASSOCIATES, INC. Edward E. Fleroing Cc: Doug Elmore Angelina Butler S34090S2/Agency Kenton C. Ward, Su~or 8u~te ~8~ Pllone (3x7) 776-8495 O.e Hamilto~ ~3un~ Square Fax (3x7) 776_9628 ~obles~l[e, Inditma 46o6a-~23a April 7, 2004 Stoeppelwerth & Associates, Inc. ATTN: Ed Fleming 9940 Allisonville Road Fishers, IN 46038-2005 VIA FACSIMILE: 849-5942 Re: Heather Knoll Section I Dear Mr. Fleming: We have reviewed the construction plans submitted to the Hamilton County Surveyor's Office on March 8, 2004 for this project and have the following comments: Please submit the following procedural items to this office, petition for Reconstruction and Relocation of the regulated drain (52.0 form for public hearing), petition for regulated subdivision, outlet permit, ~_gineer's estimate, and all associated bonds for 100% of construction cost. Please separate the estimate and bonds for the subdivision and the reconstruction. The applications are available on our website at http://www.co.hamilton.in.us, go to Departments, Surveyor, and Drainage Permits. The reconstruction of the Stultz & Almond Regulated Drain will require a public hearing by the Hamilton County Drainage Board because the drain crosses several individually owner parcels. 3. Structure 116 need to be changed to a manhole and the invert lowered to decrease the slope in pipe run 116-117 and bring the velocity down from 9.50 ft/s. 4. The following curb inlets will need to be manhole, instead of boxes, due to the depth of the inverts: 120, 121,127, 128, 138, and 139. 5. The invert of the existing Stultz and Almond Regulated Drain on the west property line will be to be field verify for positive outfall before the plans will be approved for construction. The easement from lots 76-79 does not allow for 15' per half from the center line of the pipe as required by I,C. 36-9-27-33. Please reloeatad the pipe to center of proposed easement or increase the easement to 40', 7. Please make the sub-surface lateral on lots 14, 29, 74, and 76 more visible. The building pads on lots 2 & 3 encroach into the regulated drainage easement. Please make sure the builder has sufficient room for the house as it will NOT be allowed to encroach into the regulated drainage easement. 9. The easement on lots 10-13 will need to be increase to a 30' Regulated Drainage Easement. 10. Please specify Neenah R-3501-N on all curb inlet structures with flow from both directions or Neenah R-3501- TR or TL for directional flows, 11. Please add HCSO Standard Details 0-5, D-21, M-I, and M-3 to the construction prints, Please make sure the manhole structures are sized correctly in accordance with our standard details. 12. Please remove the reference of Towne Road near structure 103 in the plan view on sheet C603. I believe this to be the access road to the electric substation. 13. No trash guard is needed on structure 100 as labeled on sheet C603. 14. Please add a note that the existing Stultz & Almond tile must be crushed or abandoned per the approved method by the City of Carmel Engineer. 15. Please add a box note with the following language to the grading plan and the utility plan: "All existing off-site drain tiles that are encountered shall be tied into the proposed storm sewer system with a positive outflow." 16. Please move structure 109 to the west approximately 30 feet and show the existing portion of the regulated drain connecting to this manhole. This connection must be made to allow the portion of the drain from the Stamper's west property line to the structure to continue to fimction. Also lower this structure to match existing grade and do not place a riser ring on this structure (to allow it to be raised to match future grade in the area). Change the manhole lid to an R-4342 casting. 17. Please remove the reference in the language that refers to Trail of Hayden Run on sheet 602 & 603, This drain is being reconstructed/abandoned with this project. 18. Please show full depth granular backfill on the profile view for the 3 private driveways not shown and Towne Road. A road cut permit from HCHD for the open cut of Towne Road. 19. Please lower TC of 105 to match existing grade and do not place a riser ting on this structure. Also, show a temporary swale from Towne Road west to this structure and place an R-4342 casting to drain the area around Towne Road. 20. Please add a manhole structure in the low spot on the eastside of Towne Road with an R-4342 casting for drainage of the area. 21. The drainage report shows the 100 year maximum flood stage for lake #1 at 914.788 while the construction plans say it is 912.87. The ICPR report also says the 10 year max flood stage is 913.23 which do not match the construction plan elevation of 911.23. The drainage calculations do not seem to prove the 15" RCP dram reeonstmotion is large enough to handle the flow volmnes needed. The Harnilton County Ordinance 4-26-99-C requires the site to detain and release through the outlet up to the 24 hour 100 year storm event. The emergency overflow is only for the 100+ storm event. 22. The emergency overflow and emergency flood routing for both lakes must be cross section and profiled to an adequate positive outflow point. This also will be required as part of the as-built phase. 23. The emergency overflow and flood routing for lake #2 will not function properly at the 100 year flood elevation as required. 24. The drainage calculation represent that the 100 year discharge rate is 3.92 cfs and the l0 year is 3.93 cfs. This would lead me to believe the pipe is being used as the outlet restriction and is undersized for the watershed area it is serving. 25. To best address the drainage calculation concerns, maybe a meeting with Chad Miller or the hydrology department would be the most efficient method to resolve the concerns. 26. The landscape plan has a ton of trees show within the regulated drainage easement and over the regulated storm pipes. No landscape planting will be permitted or allowed within the proposed regulated drainage easements per Indiana Code 36-9- 27-33(d). 27. Please note that further comments may be necessary at a later date. Should you have any questions, I can be reached at 317-776-8495, Sincerely, Grog Hoyes Plan Reviewer Cc~ Jon Dobosiewicz- Carmel DOCD John South - HCSWCD Steve Broermarm - HCHD Dick Hill - Carmel Engineering Doug Elmore - Platinum Properties Construction/Stormwater Pollution Prevention Plan aical Review and Comment (Form I) ~ Heather Knoll Sec. 1 County: Hamilton Plan Submittal Date: 03/08/04 Hydrologic Unit Code: 5120201090060 Project Location Descriptioo: 1/2 mile west of Towne Road on north side of 141st. Latitude and Longitude:Lat. 39- 59"- 00" Lon.- 86- 12' 30" Civil Township: Clay Quarter: NE Section: 20 Township: 18N Range: 3E Project Owner Name: Platinum Properties LLC Contact: Mr. Doug Elmore Address: 9551 Delegates Row City: Indianapolis State: 1N Zip: 46240 Phone: 317-818-2900 FAX: 317-818-2910 E-Mail: Plan Preparer Name: Edward Flenfing Affiliation: Stoeppelwerth Engineering Address: 9940 Allisonville Road City: Fishers State: IN Zip: 46038 Phone: 317-849-5935 FAX: 317-849-5942 E-Mail: IIReview Date: 03/24/04 g Principal Plan Reviewer: John B. South P.E. CPESC · .~ IAgency: Hamilton County Soil and Water Conservation District ~. IAddress: 1108 South 9th Street _~ Icity: Noblesville State: IN Zip: 46060 a- IPhone: 317-773-2181 FAX: 317-776-1101 E-Mail: .j ohn-south(a~ias wcd.org IAssisted By: ~ I 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 1AC 15-5. [] Please refer to additional information included on the following page(s). [] Submit Notice of Intent (NO1): Attach a copy of this cover page when submitting the NOI to the Indiana Department of Environmental Management. Construction activities may begin 48 hours./bllowing the submittal of' the NOI. A copy of the NOI must also be sent to the Reviewing Authority (e.g. SWCD, DNR). [] 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. [] Please refer to additional informatinn included on the following page(s). [] Submit Notice of Intent (NOI): Attach a copy of this cover page when submitting the NOI to the Indiana Department q/'Envitwnmental Management. Construction activities may begin 48 hours.[bllowing the submittal of the NOI. A copy qf the NOI must also be sent to the Reviewing Authority (e.g. SWCD, DNR). [] I'LAN IS DEFICIENT: Significant deficiencies were identified during the plan review. [] Please refer to additional information included on the following page(s). [] DO NOT file a Notice of Intent for this project. [] 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 c~[ Soil Conservation Page 1 of 1 Revised 12/09/03, I:orm I C ITg" )P March 15, 2004 Mr. Ed Fleming Stoeppel~erth & Associates, Inc. 9940 Allisonville Road Fishers, IN 46038-2005 RE: Heather Knoll Section l-Project Review #1 Dear Mr. Fleming: We have reviewed thc construction plans submitted the March 17~' Technical Advisory Committee and offer the following comments: GENERAl, INFORMATION This information was supplied with our initial review of thc primary plat. I. The project site is located within current City of Carmel Corporate Limits 2. Jurisdictions: Streets and Right of Way- City of Carmel (Intcflor Streets/141s~ Street). · Water - City of Carmel. · Sanitary Sewers Clay To',anship Regional Waste District · Storm Sewers/Drainage -- Hamilton County Surveyor's Office / City of Carmel (Review). · Regulated/Legal Drains -- I lamilmn County Surveyor's Office. 3. Board of Public Works and Safety Requirements: Water Availability · If an irrigation system is planned for this development, additional Board of Public Works and Safety Water Availability approval will be required. This also applies to planned swimming pools and/or clubhouse. · Temporary Construction Entrance (if applicable and if located at a location other than planned permanent entrances) · Please be advised that any ope;t cuts of dedicated streets .,ill require separate Board of Publlc }Forks attd Safety approval. · Any permanent improvement (including irrigation systems) to be installed within dedicated right of way or dedicaled easements. This approval ,.,,ould require a Consent to Encroach Agreement between the Owner and the City of Carmel · Secondary Plat approval. , I am also enclosing a schedule for Board of Public V', orks and Safety meeting dates and agenda deadlines for your use. Please usc the Engineering Department deadlines for submissions to the Board. A n), subtnlssiott to the Board requires prior approval by the ('armel Clay Plan Commission and/or the Board of ZonOtg Appeals (if applicable) attd completion of review by the Technical Advisor), Committee. All ~*,rittett reqttest$ to be placed on the Board's agenda must htclttde the appropriate Docket Number attd the date (or date.s) of appro val b)' the Plan Cotttttti.ssioll and/or the Board of Zonhtg Appeals (if applicable. 4. T.A.C. Review/Drawings submitted for approval: We request that all comments and comment letters genclated by this office be answered in writing and be accompanied by a drawing reflecting requested rcvismns. Final drawings will not be approved for construction until all Engineering Department and Utility Dcpartment issues have been resolved. The design engineer must certify all drawings submitted for final approval. This office will require a minimum of four- 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 and thc Director of Carmel Utilities. Thc Owner will receive one-set 3175712439 Mr Ed Fleming March 15, 2004 Page 2 ,.,,hich is to be maintained on the construction site at all times. Carmel Utilities will receive one-set, our Public Works Inspector will receive one-set and one-set will bc maintained in the Engineering Department. We will approve an additional two-sets of drawings, totaling s/x-sets if desired. The additional sets must be provided with the minimum four-sets. Please bc 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 Publi~_r!<s and Sa_f_et~v. Carmel Utilities should be provided drawings for review of water issues They will provide a separate review regarding these issues. Carmel Utilities does not subscribe to "Holey Moley" and should be contacted directly for all water main locations. I am including copies of the following with this correspondence: · Subdivision Project Approval Procedures · Performance Release Procedure · Subdivision Building Permits · Permit Data, Contacts, crc. · Street Sign Specifications BONDING REQUIREMENTS 9. Individual Performance Guarantees will bc required for the following subdivision improvements: Streets · Curbs · Water Mains · Street Signs · Sidewalks and/or Asphalt Paths (builders lot sidewalks, right of way sidewalks adjacent to common areas and perimeter right of way sidewalks/paths may be bonded separately). Asphalt paths and/or sidewalks located within common areas are not required to be bonded. · Thc Hamilton County Surveyor will require bonding for Storm Sewers and Monuments & Markers. We will not require duplicate bonding for these items. Sanitary Sewers.are under the jurisdiction of Clay Township Regional Waste District. The amount of the Performance Guarantee is bascd 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 improvcmem including unit costs, quantities, mater/als and types of materials, etc. Upon completion and release of individual Performance Guarantees, a three-year Maintenance Guarantee will be rcquired. Thc Maintenance Guarantee amount is based upon 15% of the l:'erformance amount for Streets and Curbs and 10% of thc Performance amount for all other improvements. Performance Guarantees may be Performance or Subdivision Bonds, Irrevocable Letters of Credit or Cashier's/Certified/Official Checks. Please reference thc enclosures for more detailed explanation of our procedures. AVAILABII.ITY AND CONNECTION FEES 10. Availability (acreage) Fees must be paid after all other Engineering Department requirements have been satisfied and prior to start of construction activities (the exception is that you are allowed to move dirt on site). Availability Fees are based upon total platted acreage for thc development at thc rate orS1,010.00 per acre for Water Availability. Based upon the primary plat indicated acreage, thc following Availability Fees would apply: Water 22.089 Acres ~ $1,Ol0.00/Acre = $ 22,310.00 Connection Fees are S 1,310.00 for water per single-family rcsidcnce. Connection Fees are paid when thc infi'astructurc has been completed, satisfactory test results obtained and the subdivision has been released for permits. Connection Fees arc paid on a ~r;]ol basis /fan irrigatiott .~,stem is' plat.ted is planned for this, or attj, fitture section of the development, additional }g'ttter Contzection Fees will be assessed based upon the recommendation of the Director of Ca rltt el Utilities. Mr. Ed Fleming March 15, 2004 Page 3 COMMENTS-SECONDARY PLAT I 1. On Sheet I of 4, I41~t Street is also labeled 136th Street. 12 When will street names be assigned? COMM ENTS-CONSTRIJCTION PLANS 13. At thc entrance, why aren't the opposing handicap ramps/asphalt paths aligned? 14. Is it a correct assumption that there is no significance in thc asphalt path in the right °fway°f 141~ Street (and common areas) being indicated as broken? 15. Street D and 14 I~t Street are classified as Collector Streets on thc City of Carmel 20'Year Th°r°ughfare Plan' As such, the right of way requirement is 80-feet total, 40-fcct hall~ ]41~ Street is labcled as 50-foot halfand Street D as 70-feet total. We were not involved in thc initial review of this development. Were there exceptions granted to the right of way requirements? 16. Likewise, the auxiliary lane dimensions do not match those in our subdivision control ordinance- 17. Sheets C200/C201 · ~3,q~at development is on the south side of 141~ Street, across from thc entrance? If there is an existing or planned development, are there auxiliary lanes planned and if not, is there sufficient right of way to construct a passing blister? · Is there sufficient right of way available adjacent to the east property line to allow construction of a deccl lane? We request striping for the edge of pavement for thc acceleration and deceleration lanes and bet;,,een the westbound lane of 141 ,t Street and the deceleration lane. · It is not indicatcd but we assume a 3-foot stone shoulder would be installed with thc accel lane. Please identify any existing or proposed development on the east and west sides of this development. · If possible or available, we request that adjoining development data be included on these sheets (lots, lot numbers, contour lines, etc.). · If thc installation of the off-site storm sewer requires an open cut of 141 '~ Street, separate Board of Public Works and Safety approval will be required. A letter of request, an exhibit showing the work site details and a traffic comrol plan should bc submittedlo this office. · Please provide a bottom of pond elevation for Lake #I. · Why aren't medians planned for all of Street D? Are thc medians/reduced lane widths intended as a traffic calming design for this collector street? 18. Sheet C400 through C402-Street Plan and Profiles · Please place structure numbers on the plan view. We require a minimum of ]2-inches of cover from the i~op of pipe to the bottom of thc stone base on all pipes under pavement areas in dedicated streets. 19. Sheet C403-Entrancc Plan · Need a spccification or indication that all striping/markings shall be thermoplastic. · Show thc striping/marking plan on this sheet. Per our previous reference, why aren't thc paths/ramps on either side of the entrance aligned? · This sheet should show the 3-foot simulders with associated detail. · This sheet should also indicate passing blister details if applicable. Reference our previous comments regarding this issue. 20. Sheet C405-Traffic Control Plan Include traffic control plans for construction of acccl/deccl lanes, re-surfacing, etc. 21. Sheet C600 through C603-Storm Sewer Plan and Profile We require a nlmimum of 12-inches of cover from thc top of pipe to tile bottom of the stone base on all pipes under pavement areas in dedicated streets 22. Sheet C70{)/C701-Watcr Plan · Please indicate the length of all water service lines as shown on the sanitary sewer plan and profiles. Mr. Ed Fleming March 15, 2004 Page 4 23. Sheet C802-Strect Details · The Typical Street Cross-Section should indicate the 5-foot sidewalks 1-foot inside the right of way lines. · The underdrain locations on the Typical Street Cross-Section and the Pipe Underdrain do not match. We reserve the right to provide additional comments on further review by the City Engineer. The above comments are based upon the Engineering Department's initial review of Section 1. Please provide our office with a follow up letter and reviscd 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, contact Mike McBride or me at 571-2441. Sincerely, Dick Hill, Assistant Director Department of Engineering Enclosures Cc: Mike McBride, City Engineer (w/o encl.) Jon Dobosiewicz, Department of Community Services (w/o cncl.) John Duffy, Director Carmel Utilities (w/o encl.) Paul Pace, Distribution (w/o cncl.) Doug EImore, Platinum Properties Grcg Hoyes, Hamilton County Surveyor's Office (w/o encl.) O City f Carmel Original by mail March 17, 2004 Dennis Olmstead Stoeppelwerth & Associates, Inc. 9940 Allisonville Road Fishers, IN 46038 RE: Heather Knoll, Sec. 1 (#04030013 SP) -Secondary Plat Application Dear Mr. Olmstead: This letter is in response to your Secondary Plat Application for Heather Knoll, Sec. 1. This is a preliminary letter to let you begin on revisions. Additional comments will be made by members at the TAC Meeting on March 17. Please complete the following items after you have received additional comments at the TAC Meeting. 1. Please add docket number on plat #04030013 SP. 2. Please add surveyor's signature, date, and seal on plat page 4. 3. Please provide copies of your correspondence with the TAC members. 4. Show/label side and rear yard setbacks. 5. Please indicate the owner, subdivider, and surveyor. 6. Indicate the source of title and instrument number. 7. On the plat, please change the street name from 136th Street to 141st Street. 8. Please show the correct right-of-way for 141st Street (80-fl R/W). 9. Please show that you have a construction easement to fill in part of the pond near lots 60 & 61. (Page C202) 10. Please provide copy of letter for landscape plan approval by the Urban Forester. 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. If you have any questions or ifI may be of assistance, please feel free to call. Sincerely, Angeliaa Butler Planning Administrator HeathcrKnolI,Secl -SP1 Page 1 ONE CIVIC SQUARE CAR_MFS, INDIANA 46032 317/571-2417 March 10, 2004 Mr. Edward D. Fleming Stoeppelwerth & Associates, Inc. 9940 Allisonville Road Fishers, IN 46038-2005 RE: Heather Knoll, Section I Dear Mr. Fleming: I have received and reviewed the information for the above-mentioned project. At the present time, I see nothing in the plans that would hamper law enforcement efforts. If we can be of any further assistance to you, please contact us. Timothy J. Green Acting Chief of Police TJG:vb cc: Dept. of Community Services City of Carmel Fire Department Headquarters 2 CIVIC SQUARE CARMEL, INDIANA 46032 Voice (317) 571-2600 Fax (317) 571-2615 Fire Prevention Bureau Edward Fleming Stoeppelwerth & Associates 9940 Allisonville Rd. Fishers, IN 46038-2005 RE: Heather Knoll, Section 1 LETTER OF APPROVAL The undersigned has reviewed the proposed plans for Heather Knoll, Section 1 and has approved the plans subject to the following: 1. Will this project include an amenity center? If so we would request a Knox box on the building for emergency access. 2. 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. Please respond to the above noted condition(s) in writing and submit to our office prior to the scheduled Technical Advisory Meeting for this project. Date: March 11,2004 By: Gary Hoyt, Fire Marshal Carmel Fire Department HAMILTON COUNTY HIGHWAY DEPAR T/VlENT March 9, 2004 Mr, Ed Fleming Stoeppelwerth and Associates, Inc. 9940 AIIfsonvllle Road Fishers, Indiana 46038-2005 VIA FACSIMILE RE: Heather Knoll, Section 1 Construction Plans and Secondary Plat N of 141'~ Street IW of Towns Road Clay Township Dear Mr. Fleming: This letter serves to acknowledge receipt of a transmittal mceivsd 03/08/04 containing the plans for the above-mentioned project. After reviewing the plans the H~hway Department has the following comments: 1. It appeam that this project lies entirely within the limits of the City of Carmel. Therefore, all future comments should be directed toward the City. If you have any information contrary to this statement, please contact me Immediataiy, 2. The connection to 146~h Street In Section 2 must be approved and permitted by the Hamilton County Highway Department. If you have any questions or comments concerning this letter, please feel frae to contact me at anytime. /~ely, Steven J, Bmermann Staff Engineer cc: Jori Doboslewlcz Jenny Chapman 1700 $out~ 10~' Street Noblesvflle, In. 46060 Oft~ (1317) 773-7770 Fax (317) 776..9814 From: Sent: To: Subject: Heather Knoll Section 1 SP contact: Dennis Olmstead 849-5935 849-5942fax Babbitt, Pamela A Monday, March 08, 2004 8:34 AM Brewer, Scott I; Butler, Angelina V; Dobosiewicz, Jon C; Hollibaugh, Mike P; Keeling, Adrienne M; Pattyn, Dawn E newi ,~,~PEL~ LETTER OF TRANSMITTAL ~'-~lk~l~ STOEPPELWERTH & ASSOCIATES, INC. ~'h~l~l~]l~ 9940 Allisonville Road ~ Fishers, Indiana 46038-2005 %"~ FiSh/hr~;~(3,7) 849-5035 ' FAX (317) 849-5942 DATE: March 4, 2004 JOB NUMBER: 47175S1 TO: Department of Community Services One Civic Square Carmel, Indiana 46032 ATTENTION: Jon Dobosiewicz RE: Heather Knoll, Section 1 WE ARE SENDING YOU [ ] tIPS [ ] Courier [ ] Other: Deliver COPIES SHEET DESCRIPTION NO. 2 Sets Construction Plans 2 Secondary Plat I Secondary Plat Application I Subdivision Agreement 1 Transmittals to Agencies I Storm Computations THESE ARE TRANSMITTED as checked below: [ I For Approval [ X I For Your Use REMARKS: Cc: Doug EImore [ X ] As Requested I I For Review and Comment I I Edward E. Fleming LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, 9940 Allisonville Road Fishers Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: March 4, 2004 JOB NUMBER: 47175S1 TO: Veetren Energy 15900 Allisonville Road Noblesville, Indiana 46060 ATTENTION: Chuck Shupperd RE: Heather Knoll, Section 1 WE ARE SEND1NG YOU [ X ] liPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans 1 Secondary Plat THESE ARE TRANSMITTED as checked below: [ ] For Approval [ X I As Requested I X I For Your Use I I REMARKS: [ I For Review and Comment Edward E. Fleming Cc: Doug Elmore Jon Doboseiwicz LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: March 4, 2004 ,1OB NUMBER: 47175S1 TO: Hamilton County Soil & Water 1108 South 9th Street Noblesville, Indiana 46060 ATTENTION: John South RE: Heather Knoll, Section 1 WE ARESENDING YOU [ X I liPS I ] Courier [ ] other: COPIES SHEET DESCRIPTION NO. ! Set Construction Plans 1 Secondary Plat THESE ARE TRANSMITTED as checked below: [ I For Approval [ X I As Requested I X I For Your Use [ I REMARKS: For Review and Comment Edward E. Fleming Cc: Doug Elmore Jon Doboseiwicz LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (31'7) 849-5935 FAX (317) 849-5942 DATE: TO: March 4, 2004 Indianapolis Power & Light Company 3600 North Arlington Avenue Indianapolis, Indiana 46218 ATTENTION: Ron Morris RE: Heather Knoll, Section 1 WE ARESENDING YOU [ X I~'~s [ ] Co.r~er I I Other: COPIES SHEET DESCRIPTION NO. I Set Construction Plans 1 Secondary Plat JOB NUMBER: 47175S1 THESE ARE TRANSMITTED as checked below: [ ] For Approval I X I As Requested I X I For Your Use [ ] REMARKS: For Review and Comment Edward E. Fleming Cc: Doug Elmore Jon Doboseiwicz LETTER OFTRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: March 4, 2004 JOB NUMBER: 47175S1 TO: Hamilton County Local Emergency Planning Committee 1717 Pleasant Street, Suite 100 Noblesville, lndiana 46060 ATTENTION: Robert Hendricks RE: Heather Knoll, Section 1 WE ARE SENDING YOU [ X ] liPS I ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans 1 Secondary Plat THESE ARE TRANSMITTED as checked below: ~ I For Approval [ X ~ As Requested I X I For Your Use [ ] REMARKS: For Review and Comment Edward E. Fleming Cc: Doug Eimore .Ion Doboseiwicz LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: TO: March 4, 2004 Hamilton County Health Department One Hamilton County Square Suite 30 Noblesville, Indiana 46060 ATTENTION: Jason Lemaster RE: Heather Knoll, Section 1 WE ARE SENDING YOU I X I ~VS I I Co.raer I I Other: COPIES SHEET DESCRIPTION NO. I Set Construction Plans 1 Secondary Plat JOB NUMBER: 47175S1 THESE ARE TRANSMITTED as checked below: [ ] For Approval I X I As Requested I X I For Your Use I I REMARKS: I For Review and Comment Edward E. Fleming Cc: Doug Elmore Jon Doboseiwiez LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: March 4, 2004 JOB NUMBER: 47175S1 TO: Office of Fire Chief Fire Station No. 1 Two Civic Square Carmel, Indiana 46032 ATTENTION: Gary Hoyt RE: Heather Knoll, Section 1 WE ARE SENDING YOU I X I tiPS [ I Courier [ I O,her: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans I Secondary Plat THESE ARE TRANSMITTED as checked below: [ I For Approval I x I As Requested I X I For Your Use I I REMARKS: I For Review and Comment Edward E. Fleming Cc: Doug Elmore Jon Doboseiwicz LETTER OFTRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: March 4, 2004 JOB NUMBER: 47175S1 TO: Office of Police Chief Three Civic Square Carmel, Indiana 46032 ATTENTION: Michael Fogarty RE: Heather Knoll, Section 1 WE ARE SENDING YOU [ X ] tIPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. I Set Construction Plans 1 Secondary Plat THESE ARE TRANSMITTED as checked below: [ I For Approval I X ] As Requested I X I For Your Use I I REMARKS: [ For Review and Comment Edward E. Fleming Cc: Doug EImore Jon Doboseiwicz LETTER OFTRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: March 4, 2004 JOB NUMBER: 47175S1 TO: Brighthouse Networks 516 East Carmel Drive Carmel, Indiana 46032 ATTENTION: Jeff Farmer RE: Heather Knoll, Section I WE ARE SENDING YOU [ x I ~.s I I ~:o.rier I I Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans 1 Secondary Plat THESE ARE TRANSMITTED as checked below: I I For Approval I X I As Requested I X I For Your Use I I REMARKS: I For Review and Comment Edward E. Fleming Cc: Doug EImore Jon Doboseiwicz LETTER OFTRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: TO: March 4, 2004 Department of Community Services One Civic Square Carmel, Indiana 46032 ATTENTION: Scott Brewer RE: Heather Knoll, Section 1 WE ARE SENDING YOU [ X ] liPS [ ] Courier [ Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans 1 Secondary Plat JOB NUMBER: 47175S1 THESE ARE TRANSMITTED as checked below: [ ] For Approval I X I As Requested I X ] For Your Use I I REMARKS: [ For Review and Comment Edward E. Fleming Cc: Doug EImore Jon Doboseiwicz LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisooville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: March 4, 2004 JOB NUMBER: 47175S! TO: Carmel Clay Schools 5201 East 131~t Street Carmel, Indiana 46033 ATTENTION: Ron Farrand RE: Heather Knoll, Section 1 WE ARE SENDING YOU I X ] liPS [ ] (ourier [ ] Other: COPIES SHEET DESCRIPTION NO. I Set Construction Plans 1 Secondary Plat THESE ARE TRANSMITTED as checked below: I I For Approval I X ] As Requested I X I For Your Use I REMARKS: ] For Review and Comment Cc: Doug Elmore ,Ion Doboseiwicz Edward E. Fleming LETTER OFTRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: March 4, 2004 JOB NUMBER: 47175S1 TO: Hamilton County Highway 1700 South 10"' Street Noblesville, lndiana 46060 ATTENTION: Steve Broermann RE: Heather Knoll, Section 1 WE ARESENDING YOU [ X I ~,.s I I Courier I I Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans 1 Secondary Plat THESE ARE TRANSMITTED as checked below: ] ] For Approval ] X ] As Requested I X I For Your Use I ] REMARKS: I I For Review and Comment Edward E. Fleming Cc: Doug Elmore Jon Doboseiwicz LETTER OFTRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: March 4, 2004 JOB NUMBER: 47175S1 TO: Cinergy PSI 1441 South Guilford Road Carmel, Indiana 46032 ATTENTION: Ron Booher RE: Heather Knoll, Section 1 WE ARE SENDING YOU [ X I ~rs [ I Courier I I Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans 1 Secondary Plat THESE ARE TRANSMITTED as checked below: I I For Approval I X I As Requested I X I For Your Use I I REMARKS: I I For Review and Comment Edward E. Fleming Cc: Doug Elmore Jon Doboseiwicz LETTER OFTRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 AIlisonville Road Fishers, Indiana 46035-2005 Phone (317) $49-5935 FAX (317) 849-$942 DATE: TO: ATTENTION: March 4, 2004 Carmel Clay Communications 31 First Avenue NW Carmel. Indiana 46032 Bill Akers JOB NUMBER: 47175Si RE: Heather Knoll, Section I WE ARE SENDING YOU [ X ] liPS OPIES SHEET NO. Set Courier Construction Plans Other: DESCRIPTION ~g cco~-~ a ry Plat THESE ARE TRANSMITTED as checked below: For Approval I X I As Requested I I For Review and Comment For Your Use I I REMARKS: Cc: Doug Elmore Jon Doboseiwicz Edward E. Fleming LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES,/NC. 9940 AUisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: TO: March 4, 2004 Carmel City Utilities One Civic Square Carmel, Indiana 46032 ATTENTION: John Duffy RE: Heather Knoll, Section 1 WE ARE SENDING YOU [ X ] lips [ COPIES SHEET NO. I ~ Set ~ Construction Plans Secondary Plat Ol Watermain JOB NUMBER: 47175S1 Courier [ J Other: DESCRIPTION -- ~ ~Application THESE ARE TRANSMITTED as checked below: I J For Approval I X I As Requested [ X ] For Your Use I } REMARKS: For Review and Comment Cc: Doug Elmore ,Ion Doboseiwicz Edward E. Fleming LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: March 4, 2004 TO: Carmel City Engineer One Civic Square Carmel, Indiana 46032 ATTENTION: RE: Dick Hill JOB NUMBER: 47175S1 Heather Knoll, Section 1 WE ARE SENDING YOU [ XI UPS ] } Courier { I Other: THESE ARE TRANSMITTED as checked below: I I For Approval ] X } As Requested I For Review and Comment I X } For Your Use { I ~ REMARKS: Cc: Doug Elmore Jon Doboseiwicz Edward E. Fleming DATE: TO: ATTENTION: RE: LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATEs, INC. 9940 Allisooville Road Fishers, Indiana 46038-2005 Phone (3 ! 7) 849-5935 FAX (317) 849-5942 March 4, 2004 Clay Township Regional Waste District 10701 North College Avneue Suite A Indianapolis, Indiana 46280-1098 Andy Kern JOB NUMBER: 47175S1 Heather Knoll, Section 1 THESE ARE TRANSMITTED as checked below: I ] For Approval I X I For YOur Use REMARKS: I XI As Requested I ] For Review and Comment I I Cc: Doug E/more · /on Doboseiwicz Edward E. Fleming DATE: TO: LETTER OF TRANSMITTAL - STOEPPEL WERTH & ASSOc ~ 9940Allisouville~ . IATEs INC. ~ ' .uula~a 46038.~nn~ ~nn (317) 849-5942" ATTENTION: RE: Heather Knoll, Section 1 WE ARE SENDING YOU [ X ] ~t,$ [ NO. March 4, 2004 Consoer Townsend EnvirodYue Engine 7102 Lakeview Par lndtanapolis · .... kway West Dr:- ers , '-utana 46268 ~ve Ron Lauritsen JOB NUMBER: 47175S1 Other: UC ~Y THESE ARE TRANSMITTED as checked below: [ ] For ApProval I XI For YOur Use [ X] As Requested REMARKs: I I I I For Review and Cotnment Cc: Doug Elmore don D°boseiwicz EdWard E. Fleming DATE: TO: ATTENTION: LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATEs,/NC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 March 4, 2004 Hamilton County Surveyor Conn S nare Noblesville, Indiana 46060 Greg//oyes RE: //eather Knoll, Section 1 WE ARE SENDING YOU [ X J UPs [ ] Courier NO. JOB NUMBER: 47175S1 Other: tion Plans Plat Calculations nfOrcement Petitio~ $100.~ THESE ARE TRANSMITTED as checked below: I I For Approval I X ] As Requested I X ] For Your Use REMARKS: ~ For Review and Comment Cc: Doug E/more Jon Doboseiwicz Edward E. Fleming