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HomeMy WebLinkAboutCorrespondence .. . ,;-/1"'. EL December 1,2004 JAMES BRAINARD, MAYOR Mr. Ed Fleming Stoeppe1werth & Associates, Inc. 9940 Allisonville Road Fishers, IN 46038-2005 RE: The Ridge at Hayden Run Subdivision, Section 3-Project Review #3 Dear Mr. Fleming: The City has received your comment letter and revised drawings dated October 18, 2004 based upon the City review of September 29, 2004. The comments from the City review have been satisfactorily addressed with the following exceptions: COMMENTS-CONSTRUCTION PLANS 3. Sheet C600 - Storm Sewer Plan and Profile . Comments on previous reviews: "Structures 152 and 1511ess than 12" from top of pipe to bottom of pavement aggregate course." and "Please provide minimum 12" cover from top of pipe to bottom of pavement aggregate course." It is apparent that minimum cover is not provided. Please provide flowable fill between structures 152 and 151 and change pipe to Class V. Based on additional review, the City provides additional comments: 3. Comment on previous review: "Please provide details for pond spillway." Thank you for adding the detail. The elevations should be 915.30 and 913.41. 6. Comment on previous review: "Does pipe crowns not being matched have a negative impact on hydraulic grade iine?" Thank you for adding hydraulic grade line. .. ... . . 12. Comment on previous review: "Why is sidewalk on Windy Knoll Lane not one foot from the back right-of-way?" This will be allowed if this is consistent with other sections. -If you agree with our comments, please make the revisions and 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 (if required) must be obtained prior to Engineering Department approval. If you have questions, please contact me at 571-2441. DEPARTMEi\T OF ENGINEERING ONE CMC SQUARE, CARMEL, IN 46032 OFFICE 317.571.2441 FAX 317.571.2439 EMAIL engineering@ci.carmel.in.us .1. p \" Cc: Jon Dobosiewicz, Department of Community Services John Duffy, Director Carmel Utilities Paul Pace, Distribution Greg Hoyes, Hamilton County Surveyor's Office John South, Hamilton County Soil & Water Conservation District Gary Hoyt, Carmel Fire Department Greg Ilko, Crossroad Engineers Department Review File Copy S:\DHILL\THERIDGEA THA YDENRUN3 - REVIEW 3 ~ l ".,. o '0-- :;-:: .,~ .."-. " >r. EL /~\ \jTT/I;;."- ,-/,\ ~,~ I~ /"V' /" ~/' .-', .....r~~/ ~... ,., / _,,-'Y \,) \ r:'/ /) ,,,p!, ~,'1!1 \/ \ :"1 (/~" ~ -.;{i' \/ \ I --,,! ~,? "/\ \-- ",",:" 'i(r~\ U 1I4"r) ,-, I (~'.-71 r ......,....~ ' i _..--1 I" t') () September 29,2004 ]Al\lES BRAINARD, MAYOR Mr. Ed Fleming Stoeppelwerth & Associates, Inc. 9940 Allisonville Road Fishers, IN 46038-2005 ~l'q)l:-rgUgi! af"miY~ubdivision, Section 3-Project Review #2 Dear Mr. Fleming: The City has received your comment letter and revised drawings dated July 12,2004 based upon the City review ofJune 15,2004. The comments from the City review have been satisfactorily addressed with the following exceptions: COMMENTS-CONSTRUCTION PLA..~S 1. We have engaged Crossroad Engineers to review all storm drainage plans and drainage " calculations submitted to this office for review. We will share these reviews with you as they are received. 2. C200 - Site Development Plan . Comment from previous review: "Will there be basements/walk-out basements in this section? It appears that there should be Minimum Flood Protection Grades (MFPG) established for:the lots that might be affected by the emergency overflow route. Will this be designated as an Emergency Flood Route?" There will be no walkout basements, but with regular basements there will be windows. Those windows need to be two feet above IOO-year flood. . Comment from previous review: "Indicate swale slopes (1 % minimum)." Please provide a 1 % swale along lots 85-91 even if more inlets are needed. 14. Sheet C400, Sheet C40I, Sheet C402 - Street Plan and Profile . Comment on previous review: "We require a minimum cover of 12-inches between top of pipe and bottom of pavement aggregate course. Please place this notation on all appropriate sheets." On the Street Plan and Profile sheets, the Sanitary Sewer Plan and Profile Sheets, and the Storm Sew~r Plan and Profile sheets, add the following note: THERE SHALL BE A 12" MINIMUM COVER FROM TOP OF PIPE TO BOTTOM OF AGGREGATE COURSE OF PAVEMENT SECTION ON ALL STREET PIPE CROSSINGS. . Comment on previous review: "Indicate the pavement widths at the median locations on Windy Knoll Lane and show r.o.w.lpavement widths on Oliver Lane and Piazza Court." Please indicate right-of-way width and pavement width on Piazza Court. 3. Sheet C600 - Storm Sewer Plan and Profile . Comment on previous review: "Structures 152 and 151 less than 12" from top of pipe to bottom of pavement aggregate course." Please provide minimum 12" cover from top of pipe to bottom of pavement aggregate course. Based on additional review, the City provides additional comments: 1. On secondary plat and construction plans, in the curve data, "D" is not the normal nomenclature for a deflection angle. Please correct this. DEPARTMENT OF E1'\GINEERING ONE CMC SQUARE, CARi\IEL, IN 46032 OFFJCE 317.571.2441 FAX 317.571.2439 E1>IAIL engineering@ci,carmel.in,us L _ j.~' ~..._. o Q 2. Sheet C200 - Site Development Plan. More information is needed for the contractor to be able to layout and construct the medians (length, widths at transition points, radius at each end, center points of each radius, lane widths at small ends). 3. Please provide details for pond spillway. 4. Storm sewer structure 154 - the casting sits on pipe. There is very little, if any, distance from top of structure to top of pipe. 5. Can structure 150 be constructed to County standards? 6. Does pipe crowns not being matched have a negative impact on hydraulic grade line? 7. Some yard inlets and pipe runs outside of pavement have less than two feet of cover normally required by County. Please confirm with County that this is acceptable. 8. Revise the note: "NO W A TERMAIN VALVES ARE TO BE PLACED WITHIN THE STREETS" to ''NO W A TERMAIN VALVES ARE TO BE PLACED WITHIN THE STREETS, CURBS, OR SIDEWALKS." 9. Show water mains on street and storm sewer plan and profile sheets. 10. Add a reinforced concrete pipe bedding detail. 11. Check with Gary Hoyt that thirteen-foot lane width at median islands is sufficient. 12. Why is sidewalk on Windy Knoll Lane not one foot from the back right-of-way? The above comments are based on the Engineering Department's second review. If you have questions, please contact me at 571-2441. Cc: Jon Dobosiewicz, Department of Community Services John Duffy, Director Carmel Utilities Paul Pace, Distribution Greg Hoyes, Hamilton County Surveyor's Office John South, Hamilton County Soil & Water Conservation District Gary Hoyt, Carmel Fire Department Department Review File Copy S:\DHILL\THERIDGEA THA YDENRUN3 - REVIEW 2 -. 0'" "u"._,~ "., CERTIFICATION OF REGISTERED PROFESSIONAL ENGINEER OR LAND SURVEYOR LETTER (This Form Should be Filled Out in its Entirety) Applicant: Trinity Homes Owner: Trinity Homes Project Name: The Ridge at Hayden Run, Section Three I, David J. Stoeppelwerth , representing the project applicant, in my capacity as a registered (Name of Individual) professional Professional Emnneer (Engineer or Land Surveyor) 19358 certify the following (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 IAC 3-6. The daily design flow rates, in accordance with 327 IAC 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. I am aware that there are significant penalties for submitting false information, including the possibility of fme and imprisonment. Sewers: 14,570 (Daily Design Average Flow for Project) City of Carmel Waste Water Treatment Plant (Name ofWWTP) Clay Township Re,;onal Waste District (Owner on-~ <.I/7f.~ Signature of Person Signing July 20, 2004 Date Signed Gallons Per Day: Wastewater Treatment Plant: (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) __ __________1_ Jam Free Printing Use Avery@TEMPLATE 5160@ 65-42FC Tyner Family Partnership LP 2525 West 141 st Street Westfield, Indiana 46074 65-42FC PPV LLC 9551 Delegate's Row Indianapolis, Indiana 46240 65-42FC GWZ-l Development LLC 9011 North Meridian Street, Suite 200 Indianapolis, Indiana 46260 @09~S @AHaAY \t\ -- - - ____ - -____~___ ______1 - -- U65-42FC Roehling Enterprises Inc. 11722 Bradford Place Carmel, Indiana 46033 ="~~~ZvC;~ ~ AVERV@ 5160@ U 65-42FC Centex Homes 8440 Allison Pointe Boulevard, Suite 200 Indianapolis, Indiana 46250 65-42FC Drees Prmier Homes Inc. 6650 Telecom Drive, Suite 200 Indianapolis, Indiana 46278 65-42FC Shelborne Park Homeowners Associates Inc. 2629 East Waterfront Parkway Drive, Suite 301 Indianapolis, Indiana 46214 AH3"^".Og-oOS-~ WO)",uaAe"MMM IIISBIIIiIII!I! -- 65-42FC Triton Development LLC 921 0 North Meridian Street Indianapolis, Indiana 46260 S/42480S3/IDEMN oticeLabels June 4, 2004 e09tiS 3lYldll\lU ~eA'f/ esn 6UI1UIJA aaJ~ wer 65-42FC Centex Homes 8440 Allison Pointe Boulevard Suite 200 Indianapolis, Indiana 46250 65-42FC William Lowell & Judy K. Shelburn 13619 Shelborne Road Westfield, Indiana 46074 65-42FC Christopher P. Page 13549 North Shelborne Road Westfield, Indiana 46074 65-42FC City of Carmel 1 Civic Square Carmel, Indiana 46032 65-42FC Thomas P. Murphy Trustee 12618 Winding Creek Lane Fishers, Indiana 46038 Q5-42FC Triton Development, L.L.C. 9202 North Meridian Street Suite 300 Indianapolis, Indiana 46260 65-42FC Clark, William, I. Dorothy T. & Cathy Ann 13615 Shelborne Road Westfield, Indiana 46074 65-42FC Kimberly Ann & Warren Brian Williams 13539 Shelborne Road Westfield, Indiana 46074 65-42FC Shelborne Park, L.L.C. 10200 Lantern Road Fishers, Indiana 46038 Q 65-42FC Jeffrey L. & Michelle M. Daron 13645 Shelborne Road Westfield, Indiana 46074 65-42FC Michael Claytor & Deborah L. Winhester 13881 Shelborne Road Westfield, Indiana 46074 65-42FC Brian O. Miller & Lisa A. Lents 13535 Shelborne Road Westfield, Indiana 46074 65-42FC Shelborne Park Homeowners Association, Inc. 2629 Waterfront Parkway Drive East, Suite 301 Indianapolis, Indiana 46214 S:/46600IlDEMNoticeLabels July 20, 2004 www.avery.com rni:\AVERY@ 5160@ ~ -- 1-800-GO-AVERY ~ 65-42FC 0 65-42FC Triton Development, L.L.C. . 9202 North Meridian Street Jeffrey L. & MIchelle M. Daron S 't 300 13645 Shelbome Road Inwd' e I' I d' 46260 Westfield, Indiana 46074 lanapo IS, n lana Jam Free Printing Use Avery@ TEMPLATE 5160@ 65-42FC Centex Homes 8440 Allison Pointe Boulevard Suite 200 Indianapolis, Indiana 46250 65-42FC William Lowell & Judy K. Shelbum 13619 Shelbome Road Westfield, Indiana 46074 65-42FC Christopher P. Page 13549 North Shelbome Road Westfield, Indiana 46074 65-42FC City of Carmel 1 Civic Square Carmel, Indiana 46032 65-42FC Thomas P. Murphy Trustee 12618 Winding Creek Lane Fishers, Indiana 46038 <ID09~5 @AH5lAY ~ - 65-42FC Clark, William, I. Dorothy T. & Cathy Ann 13615 Shelbome Road Westfield, Indiana 46074 65-42FC Kimberly Ann & Warren Brian Williams 13539 Shelbome Road Westfield, Indiana 46074 65-42FC Shelborne Park, L.L.C. 10200 Lantern Road Fishers, Indiana 46038 AH3^"-09-008-~ WO)'A.I<lM!'MMM _______1_ ~ _____ - - 65-42FC Michael Claytor & Deborah L. Winhester 13881 Shelbome Road Westfield, Indiana 46074 65-42FC Brian O. Miller & Lisa A. Lents 13535 Shelbome Road Westfield, Indiana 46074 65-42FC Shelbome Park Homeowners Association, Inc. 2629 Waterfront Parkway Drive East, Suite 301 Indianapolis, Indiana 46214 S:/46600IIDEMNoticeLabeIs July 20, 2004 <ID09~5 31V1dW31 ~a^" asn 6UI1UIAd <leA" wet o o Indiana Department of Environmental Management Application for Water Pollution Control Facility Construction Permit Required By 327 lAC Article 3 1. Applicant (Name and Address) Platinum Properties, L.L.C. 9551 DeleQate's Row Indianapolis, Indiana 46240 Phone # (317) 818-2900 2. Applicant's Engineer Name David J. Stoeppelwerth Company Name Stoeppelwerth & Assoc., Inc. Address 9940 Allisonville Road Fishers, Indiana 46038 Phone # (317) 849-5935 3. Name of Proposed Facility Stanford Park, Section 1, The RidQe at Hayden Run, Section 3 Location of Proposed Facility East side of Shelborne Road approximately 1/4 mile North of 131 st Street. City Carmel County Hamilton 4. ATTACHMENT CHECKLIST Sanitarv Sewer Proiects The following Documents are attached: A. Sanitary Sewer Design Summary B. Wastewater Allocation Checklist (Acceptance/Capacity Letter from Municipality or Sanitary District) C. Plans and Specifications D. *List of Potentially Affected persons or parties o o o o 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 D o o D D D D *Fully identify all persons, by name and address, who may be potentially affected by the issuance of this permit, such as adjoining landowners, persons with a propriety interest, and/or persons who have complained or submitted comments about your facility. Failure to identify a potentially affected \lerson may result in any issued permit being challenged and rendered null and void. 5. Permit Application For Construction, Expansion, of Modification of: (check where applicable) G. Other Specify 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. Existing Facility o David J. Stoeppelwerth Printed Name of Person Signing Professional Engineer * New Facility * Expansion or modification of gz~ Signa of Applicant July 20, 2004 Date Application Signed *Please refer to IC 13-7-13-3 for penalties of submission offalse information* u o 327 lAC ARTICLE 3 CONSTRUCTION PERMIT SANITARY SEWER DESIGN SUMMARY FORM Desie:n Flow Number of Units 155 1 Bdrm. apts 2 Brdm. apts Single family homes Commercial lots 9 200 gpd/unit 9300 gpd/unit 9 310 gpd/unit gpd gpd gpd 5 54,512 9 gpd gpd 9 Peaking factor 4.29 Total average flow Peak: Flow 54,512 233,857 gpd gpd 7680 8-inch SDR-35 PVC lO-inch (sewer type) Sewer ft. ft. ft. ft. 7680 ft. Total length of sewer The new sewer will be connecting to an 15 -inch diameter Sanitary sewer at (1) Approximately 1/2 mile South of 141 st Street and approximately 1/2 mile East of (relative to streets) Shelborne Road. (2) 8" - Approximately 1000':t South of 141st Street & approximately 1/2 mile East of Shelborne Rd. (3) 8" - Approximately (Engineer's Stamp) Lift Station 1500':t South of 141 st Street and approx. 1/2 mile West ofTowne Rd. Type (wet/dry well, submersible, wet-well mounted, etc.) Number of pumps Capacity of pumps gpm, TDH, RPM, HP 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 (type) Force main discharge elevation Waste Treatment Wastewater treatment will be provided by Carmel Waste Water Treatment Plant InspectionIMaintenance Inspection during construction will be provided by Clay Township ReQional Waste District Maintenance after completion will be provided by Clay Township ReQional Waste District u u 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 in 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 NAME STREET CITY, STATE, ZIP NAME STREET CITY, STATE, ZIP NAME STREET CITY, STATE, ZIP NAME STREET CITY, STATE, ZIP NAME STREET 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 all potentially affected parties, as defmed by IC 4-21.5. FACILITY NAME Stanford Park, Section 1 The RidQe at Hayden Run, Section 3 ADDRESS East side of Shelborne Road and approximately 1/4 mile North of 131st Street. SIGNATIJRE ~S!/'N'~ PRINTED NAME Da id J. Stoeppelwerth DATE July 20, 2004 FOR CONSTRUCTION PERMIT 327 AlC o o 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. Project Name: Stanford Park, Section 1 I, David J. Stoeppelwerth , representing the project applicant, in my capacity as a registered (Name of Individual) professional Professional Em!ineer (Engineer or Land Surveyor) 19358 certify the following (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 lAC 3 and the plans and specifications require the construction of said project to be performed in conformance with 327 lAC 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 lAC 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. I am aware that there are significant penalties for submitting false information, including the possibility of fme and imprisonment. Sewers: 39,942 (Daily Design Average Flow for Project) City of Carmel Waste Water Treatment Plant (Name ofWWTP) Clay Township Re,;onal Waste District (Owner o~ _ Signatur~ July 20,2004 Date Signed Gallons Per Day: Wastewater Treatment Plant: (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) """- . . u 0 LETTER OF TRANSMITTAL . -" ...~ - - ~,.,.~ ! STOEPPELWERm & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 / , J{(;}11f'C/,/~ 4, " ,It" /'I <'I 'v L)O/"l <2z2d vS ~ " < -.:\. DATE: July 19,2004 JOB NUMBER: 46600S1 42480S3 TO: Clay Township Regional Waste District 10701 North College Avenue Suite A Indianapolis, Indiana 46280 ATTENTION: Candy Feltner RE: Stanford Park, Section 1 The Ridge at Hayden Run, Section 3 WE ARE SENDING YOU [ ] UPS [X] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 3 Sets Construction Plans (Stanford Park, Section 1) 3 Sets Construction Plans (The Ridge at Hayden Run, Section 3) 1 Wasteload Application Packet THESE ARE TRANSMITTED as checked below: ] For Approval X] As Requested ] For Review and Comment X] For Your Use REMARKS: Thank you, Edward E. Fleming Cc: Jon Dobosiesicz 1- .. JUL 13 '04 11:12AM - Q P.1/2 Xetl(otl C. 'Ward, Surveyor (Pliont (j 17) 77';-8495 'Fax {j17] 77b-~b~,~ Suitl'IKG aile J{arniltoll County S'/llare .Nob/emlle. Indiana 46oc;O':J.ZJD Re: Ridge at Hayden Run Subdivision - Seedon 3 Dear Mr. Flemin~: July 13, 2004 Stoeppelwerth & Associates. Inc. ATTN: Ed Fleming 9940 Allisonville Road Fishers, IN 46038-2005 VIA FACSIMILB: 849-5942 We have reviewed the construction plans submitted to the Hamilton County Surveyor's Office on June 17,2004 for this project and have the following comments: NOTE: Existinl drainage problems exist in the J.W. Brendle Regulated Drain Watershed and it has been approved by the Hamilton County Drainage Board for a (:omplete watenhed study to be conducted. No additional development in this watershed will be approved until this study is complete ud corrective action Is taken to address the drainage problems. 1. The proposed project falls in the jurisdiction of the City of Carmel 2. The proposed project DOES NOT fall in a Carmel Wellhead Protection Zone. 3. This project will be a Hamilton County Regulated Drain Subdivision. 4. The propOsed project falls in the J.W. Brendle Regulated Drain Watershed, which has an allowable release l'a,te of 0.24 cfs per acre. S. Please submit the following procedural items to this office, petition for regulated subdivision, outlet permit, engineer's estimate, and all associated bonds for 120% of construction cost. The applications are available on our website at http://\vww.cQ.hamilton.in.us, go to Departments, Surveyor, and Forms. Please note a new Petition for Regulated Drain Subdivision Is posted on the website. JUL 13 '04 11:13AM A " ,. Q P.2/2 o 6. Please include a storm structure data chart on sheet C200. 7. Please label the pond information for the existing lake in section one on the development sheet for this section. 8. Please show and cross-section an emergency spillway and emergency routing at the 100 year elevation. The emet'gency routing must have a positive fall route away from the pond to an adequate outlet. No adequate emergency ovedlow is currently shown for Pond #3. 9. Please show the ponding that will occur during the 100 year storm event at end sections 154 and 160. If the emergency overflow is not correct on Pond #3, these above mentioned end sections will become the emergency outlets be means of surcharging. This would not be an acceptable overflow routing by the HCSO. 10. Please consider using castings that are designed for bi-directional flow in the "sagn of the streets. The acceptable castings are Neenah 3S01-L2 or East Jordan 7495-M4. The Neenah (or equivalent) 3501 TR or TL should be used when a sinale direction of flow enters the inlet. 11. All casting should be labeled "Dump No Waste - Drains to Waterway.n which are readily available now from local casting distributors. Please add a note to the plans that will make the contractor away of this requirement. 12. Please remove note "All ourb inlet castings to be Neenah R-3S01-Nn on C600 tht'U 601. The casting need to be Neenah R..3S01-(TR, TL, or L2), or equivalent. depending on the inlet flow direction. 13. The landsoape plan show extensive trees but appears most trees are away from storm pipes. We do need to watch the tree proximity to the regulated storm pipes and make sure adequate room to access the pipes in the future. 14. Please inolude the developer's fax number on the cover sheet. 15. 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, ~~ Plan Reviewer Cc: Jon Dobosiewicz - Carmel DOCD John South - HCSWCD Dick Hil1- Carmel Engineering Steve Cook- Trinity Homes (574-7601) I~ u o Construction/Stormwater Pollution Prevention Plan Technical Review and Comment (Form 1) Project Name: The Ridge at Hayden Run - Section 3 Plan Submittal Date: 07/12/04 Hydrologic Unit Code: Project Location Description: 126th and Ditch Road (Hoover Rd) - 36 Lot Single Homes Latitude and Longitude:Lat 39-58"-30" Long 86-12'-30" = Civil Quarter: SW Section: Q -.g Project Owner Name: Trinity Homes E Contact: Steve Cook Q . 'E Address: 865 West Carmel Dnve ..... 1j City: Carmel .~ Phone: 317-574-7600 Q '"" j:l., County: Hamilton not provided 20 18 3 East State: IN Zip: 46032 FAX: E-Mail: Plan Preparer Name: Ed Fleming Affiliation: Stoeppelwerth & Assoc. Address: 9940 Allisonville Rd City: Fishers Phone: 317-849-5935 FAX: State: IN 317 -849-5942 Zip: 46038 E-Mail: Review Date: 07/15/04 ~ Principal Plan Reviewer: John B. South P.E. CPESC .~ Agency: Hamilton County Soil and Water Conservation District ~ ~ Address: 1108 South 9th Street ; City: Noblesville lS: Phone: 317 - 773-2181 Assisted By: FAX: State: IN 317-776-1101 Zip: 46060 E-Mail: john-south@iaswcd.org PLAN IS ADEQUATE: A comprehensive plan review has been completed and it has been determined that the plan satisfies the minimum requirements and intent of 327 lAC 15-5. o Please refer to additional information included on the following page(s). o Submit Notice of Intent (NOI): Attach a copy of this cover page when submitting the NOI to the Indiana Department of Environmental Management. Construction activities may begin 48 hours following the submittal of the NOI. A copy of the NOI must also be sent to the Reviewing Authority (e.g. SWCD, DNR). o A preliminary plan review has been completed; a comprehensive review will not be completed within the 28-day review period. The reviewing authority reserves the right to perform a comprehensive review at a later date and revisions to the plan may be required at that time to address deficiencies. o Please refer to additional information included on the following page(s). o Submit Notice ofIntent (NOI): Attach a copy of this cover page when submitting the NOI to the Indiana Department of Environmental Management. Construction activities may begin 48 hours following the submittal of the NOr A NOI must also be sent to the o PI,AN IS DEFICIENT: Significant deficiencies were identified during the plan review. o Please refer to additional information included on the following page(s). o DO NOT file a Notice ofIntent 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 of 1 Revised 12/09/03, Form 1 ~ ~: o CQNSULTINGENGINEERS. LAND SURVEYORS . , David J. Stoeppelwerth, r.E., P.L.S. President. C.E.O. Curtis C. Huff; P.L.S. Vice-President, C.O.O. , "1- Rtc ill!. 'FI/lt/) 1; "n /J.t'l 'd(}( uCs July 9,2004 Department of Community, ServIces One Civic Square, Carmel, Indiana,46032 Attention: Angelina Butler' ( Re: The Ridge at Haydtm Run, Section Three Dear Ms. Butler: Please find enclosed one set of Construction Plans with Plats, which was revised in accordance with the comments listed inyour letter dated June 17, 2004. Those comments were addressed asfollows: PLAT 1. The Docket Numbethas been added. 2. When the Plat is ready fouecording, the Surveyor will sign; 3. The Section, comer symborhas been added. " 4. The covenants have been given to you with Section 1. 5. A UtilitySummary has been enclosed. 6; The Subdivision to th,e East has been shown. CONSTRUCTION PLANS 7. A five foot sidewalk has been shown. 8. . The paths have oeenrevised. 9. The paths have 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. e,-wd{.~ Edward E. Fleming Cc: Steve Cook S/42480S3/ Agency 9940 Allisonville Road. Fishers, Indiana 46038-2005 . (317) 849-5935 . 1-800-728-6917. FAX: (317) 849-5942 o o City of Carmel VIA FAX: 849-5942 Original by mail June 17, 2004 Dennis Olmstead Stoeppelwerth & Associates 9940 Allisonville Rd Fishers, IN 46038 RE: The Ridge at Hayden Run, Sec. 3 (#04060006 SP) -Secondary Plat Application Dear Mr. Olmstead: This letter is in response to your Secondary Plat Application for The Ridge at Hayden Run, Sec. 3. Additional comments will be made by members at the T AC Meeting on June 16. Please complete the following items after you have received additional comments at the T AC Meeting. Elat 1. Please add docket no. 04060006 SP to the plat. 2. Please add surveyor's signature to the plat. 3. Please add the triangle to the monument legend. 4. Provide a copy of covenants, if any. 5. Provide a page describing the water, sanitary sewer, and storm drainage systems. 6. Call out the adjacent subdivision and road connection to the east. C.nndrnctinn Phm~ 7. Please show 5-ft wide sidewalks. 8. Verify that the 6-ft asphalt path matches up to the path in Section 1. 9. Please line up the asphalt path with the sidewalk ramp, located in the northwest comer of Section 3. 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 (with owners' signature) 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 if I may be of assistance, please feel free to call. Sincerely, A11 ' ;a~~~ Angelina~er Planning Administrator TheRidge@HaydenRun,Sec3-SP Page 1 ONE CIVIC SQUARE CARMEL, INDIANA 46032 317/571-2417 ____ I __ ~') -:. " o EL u CI JAMES BRAINARD, l\1AYOR June 15,2004 Mr. Ed Fleming Stoeppelwerth & Associates, Inc. 9940 Allisonville Road Fishers, IN 46038-2005 RE: The Ridge at Hayden Run Subdivision, Section 3-Project Review #1 Dear Mr. Fleming: We have reviewed the construction plans submitted for the June 16 Technical Advisory Committee meeting. We offer the following comments: GENERALINFO~ATION 1. The project site is located within current City of Carmel Corporate Limits. As you are aware, this will be our fIrst review of this subdivision since the area was annexed. 2. Jurisdictions: . Streets and Right of Way - City of Carmel. . Water - City of Carmel. . Sanitary Sewers - Clay Township Regional Waste District . Storm Sewers/Drainage - Hamilton County Surveyor's OffIce / City of Carmel. . Regulated! Legal Drains - Hamilton County Surveyor's OffIce. 3. Board of Public Works and Safety Requirements: . W ater 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/poolhouse facilities. . Temporary Construction Entrance (if applicable and if located 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. I am also enclosing a schedule for Board of Public Works and Safety meeting dates and agenda deadlines 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). DE!',\RTMENT OF ENGE\EERING 00:E CIVIC SQUARE, CAR:\IEl., IN 46032 OFfiCE 317.571.2441 FAX 317.571.2439 E\IAIL kW<:'l'se@ci.carmel.in.lls ;; u Q Mr. Ed Fleming June 15, 2004 Page 2 4. T.AC. 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 and Utility Department 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 the Director of Carmel Utilities. The Owner will receive one-set that is to be maintained on the construction site at all times. Carmel Utilities will receive one-set, our Construction Manager will receive one-set and one-set will be maintained in the Engineering Department. We will approve an additional two-sets of drawings, totaling six-sets if desired. The additional sets must be provided with the minimum four-sets. Since there is dual jurisdiction with the Hamilton County Surveyor's Office, the coordination of approval between the two agencies and the total number of sets of drawings required for approval will be determined later. 5. Please be advised that any installation of signs, walls, irrigation systems, etc. within dedicated right of way or dedicated easements will require a Consent to Encroach Agreement with the City of Carmel's Board of Public Works and Safety. 6. Carmel Utilities should be provided drawings for review of water issues. They will provide a separate review regarding these issues. Please assure that Carmel Utilities is on the distribution list for all drawings and drawing revisions. 7. Carmel Utilities does not subscribe to "Holey Moley" and should be contacted directly for all water main locations. 8. I am including copies of the following with this correspondence: . Subdivision Project Approval Procedures . Performance Release Procedure . Subdivision Building Permits . Permit Data, Contacts, etc. BONDING REQUIREMENTS 9. Individual Performance Guarantees will be required for the following subdivision improvements: . Streets . Curbs o Water Mains . Storm Sewers/Drainage (dependant upon jurisdiction) . Monuments and Markers (dependant upon jurisdiction) . Street Signs . Sidewalks (interior builders lot sidewalks and perimeter right of way sidewalks/right of way sidewalks adjacent to common areas may be bonded separately). 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 Engineers Estimates for each improvement including unit costs, quantities, materials and types of materials, etc. Upon completion and release of individual Performance Guarantees, a three-year Maintenance Guarantee will be required. The Maintenance Guarantee amount is based upon 15% of the Performance amount for Streets and Curbs and 10% of the Performance amount for all other improvements. Performance Guarantees may be Performance or Subdivision Bonds, Irrevocable Letters of Credit or Cashier's/CertifiedlOfficial Checks. Please reference the enclosures for more detailed explanation of our procedures. ii o o Mr. Ed Fleming June 15,2004 Page 3 AVAILABILITY 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 the development at the rate of$I,OIO.OO per acre for Water Availability. Based upon the secondary plat indicated acreage, the following Availability Fees would apply: Water - 30.853 Acres @ $1,01O.00/Acre = $ 31,162.00 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 ner-lot basis. . If an irrigation system is planned is planned for this, or any future section of the development, additional Water Connection Fees will be assessed based upon the recom.mendation of the Director of Carmel Utilities. COMMENTS-SECONDARY PLAT No Comments. COMMENTS-CONSTRUCTION PLANS 11. We have engaged Crossroad Engineers to review all storm drainage plans and drainage calculations submitted to this office for review. We will share these reviews with you as they are received. 12. C200 - Site Development Plan . Indicate the pavement widths at the median locations at Oliver Lane and Windy Knoll lane. What is the purpose of the islands? . The note regarding signs, sprinkler systems, trees, etc. in the right of way is not included with these plans. If it is, it should be modified to indicate that installation of amenities will require review and approval by the City of Carmel. . There are two instances (at Lots 84, 85 and 91) where riprap is installed in what will the back yards of the residences. From past experience, we would expect objections from future homeowners as the homes are built and landscaped. Please propose an alternative or alternatives to resolve this issue. . Will there be basements/walk-out basements in this section? It appears that there should be Minimum Flood Protection Grades (MFPG) established for the lots that might be affected by the emergency overflow route. Will this be designated as an Emergency Flood Route? . Please provide more detail on the emergency overflow route. Is this overflow being directed to structure 150? Given the elevations indicated, how will this route function? . Freeze water main from this plan or show whole system. . Indicate swale slopes (1 % minimum). 13. Sheet C300 - Storm Water Pollution and Protection Details . Where is the concrete swale noted? 14. Sheet C400, Sheet C401, Sheet C402 ~ Street Plan and Profile . We require a minimum cover of 12-inches between top of pipe and bottom of pavement aggregate course. Please place this notation on all appropriate sheets. . Indicate the pavement widths at the median locations on Windy Knoll Lane and show r.o.w.lpavement widths on Oliver Lane and Piazza Court. 15. Sheet C500 - Sanitary Sewer Plan and Profile . Existing structure 209. Is granular fill in correct location? 16. Sheet C600 - Storm Sewer Plan and Profile OJ u o Mr. Ed Fleming June 15,2004 Page 4 . Structures 152 and 151 less than 12" from top of pipe to bottom of pavement aggregate course. 17. Sheet C802 - Street Details . We are revising or standard pavement section for subdivision streets as follows: The surface requirement is not changed. 3" H.A.C. Binder #9 is changed to 5" 5D Base. 9" Compacted Stone Sub-Base #2 is changed to 7" Compacted Stone Sub-Base #53. Additionally, add, "All Paving is to be Completed in the Same Paving Season" to the pavement section specification. If you have questions, contact Mike McBride, Gary Duncan or me at 571-2441. lj~ Dick Hill, Assistant Director Department of Engineering Enclosures Cc: Jon Dobosiewicz, Department of Community Services (w/o encl.) John Duffy, Director Carmel Utilities (w/o encl.) Paul Pace, Distribution (w/o encl.) Greg Hoyes, Hamilton County Surveyor's Office (w/o encl.) John South, Hamilton County Soil & Water Conservation District w/o encl.) Department Review File Copy S:\DHILL\THERIDGEA THA YDENRUN3 u o 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: The Ridge at Hayden Run, Section Three LETTER OF APPROVAL The undersigned has reviewed the proposed plans for The Ridge at Hayden Run, Section Three and has approved the plans subject to the following: 1. Will this project include an amenity building? If so, our office will request the installation of a Knox Box for emergency access. An application for the Knox box can be obtained through our office. 2. 3. 4. 5. 6. Please respond to the above noted condition(s) in writing and submit to our office prior to the scheduled Technical Advisory Meeting for this project. Date: June 15. 2004 By: Gary Hoyt, Fire Marshal Carmel Fire Department CctllJrm<el o u &]["t:m<ent: June 7, 2004 Mr. Edward D. Fleming Stoeppelwerth & Associates, Inc. 9940 Allisonville Road Fishers, IN 46038-2005 RE: The Ridge at Hayden Run, Section 3 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. Respectfully, ~~o~!~ Chief of Police MDF:vb cc: Dept. of Community Services (317) 571-2500 A Nationally Accredit < orcement Agency Fax (317) 571-2512 Jun. 7.2004 1:50PM Sj 0 e P pel we r t h & Ass 0 cia t e s, 1 n c . U u No.0709 p. 1 UTILITY SUMMARY FOR THE RIDGE AT HAYDEN RUN Electric Electric service will be provided by Cinergy. The development will be served by existing power service within the area of the subject site along 141st Street. I~lephone Telephone service will be provided by Ameritech. The development will be serviced by existing telephone facilities along 141st Street. Water Water service will be provided by Carmel Utilities. The watermain will be extended out of the existing section from the north. Sanitary Sewer Sanitary sewer service will be provided by the Clay Township Regional Waste District (CTRWD). CTRWD will extend the sewer from the section to the north and south. Drainage The pre-developed drainage follows basically a southeastwardly pattern across this site ultimately to the East ann of the IW. Brendle Drain. Post-developed conditions will collect the entire development through a series of swales and pipes directing stormwater to retention ponds located in the center and East side of this development. All stonnwater ultimately will be routed to a pond located near the center of the development along its East line where it will discharge into the storm sewer/pond system of the existing Lakeside Park Subdivision which leaves that system and ultimately outletting into the Long Branch Drain. Gas Natural gas service will be provided by Vectren. A gas main must be extended to the site from the section to the north. The exact route and size will be detennined by Vectren. S;\42480\Legal\RcvisedUtilitySummazy June I, 2004 C" y" C}"" '\)~k~ ~ JO~ ~rV: /0" w Q LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 AUisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 1, 2004 JOB NUMBER: TO: Department of Community Services 1 Civic Square Carmel, Indiana 46032 ATTENTION: Jon Dobosiewicz RE: The Ridge at Hayden Run, Section 3 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION ' NO. 2 Sets Construction Plans 2 Secondary Plat 1 Secondary Plat Application 1 Subdivision Agreement 1 Transmittals to Agencies 1 Storm Computations THESE ARE TRANSMITTED as checked below: ] For Approval x ] As Requested ] For Review and Comment x ] For Your Use REMARKS: Edward E. Fleming Cc: Steve Cook o o LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 1, 2004 JOB NUMBER: 42480 S3 TO: Carmel City Engineer 1 Civic Square Carmel, Indiana 46032 ATTENTION: Dick Hill RE: The Ridge at Hayden Run, Section 3 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans 1 Secondary Plat 1 Storm Computations THESE ARE TRANSMITTED as checked below: ] For Approval x ] As Requested ] For Review and Comment x ] For Your Use REMARKS: Edward E. Fleming Cc: Steve Cook Jon Dobosiewicz o o LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 1, 2004 JOB NUMBER: 42480 S3 TO: Carmel City Utilities 1 Civic Square Carmel, Indiana 46032 ATTENTION: John Duffy RE: The Ridge at Hayden Run, Section 3 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans 1 Secondary Plat 1 NOI Water Main Application THESE ARE TRANSMITTED as checked below: ] For Approval x ] As Requested ] For Review and Comment x ] For Your Use REMARKS: Edward E. Fleming Cc: Steve Cook Jon Dobosiewicz o o LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 1, 2004 JOB NUMBER: 42480 S3 TO: Clay Township Regional Waste District 10701 North College Avenue Suite A Indianapolis, Indiana 46280- 1098 ATTENTION: Candy Feltner RE: The Ridge at Hayden Run, Section 3 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 2 Sets Construction Plans 2 Secondary Plat 1 Wasteload Application Packet THESE ARE TRANSMITTED as checked below: ] For Approval x ] As Requested ] For Review and Comment x ] For Your Use REMARKS: Edward E. Fleming Cc: Steve Cook Jon Dobosiewicz o o LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 1, 2004 JOB NUMBER: 42480 S3 TO: Department of Community Services 1 Civic Square Carmel, Indiana 46032 ATTENTION: Jon Dobosiewicz RE: The Ridge at Hayden Run, Section 3 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 2 Sets Construction Plans 2 Secondary Plat 1 Secondary Plat Application 1 Subdivision Agreement 1 Transmittals to Agencies 1 Storm Computations THESE ARE TRANSMITTED as checked below: ] For Approval x ] As Requested ] For Review and Comment x ] For Your Use REMARKS: Edward E. Fleming Cc: Steve Cook o o LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 1, 2004 JOB NUMBER: 42480 S3 TO: Hamilton County Soil & Water 1108 South 9th Street Noblesville, Indiana 46060 ATTENTION: John South RE: The Ridge at Hayden Run, Section 3 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans 1 Secondar;y Plat 1 0& M Manual 1 11" x 17" Exhibit THESE ARE TRANSMITTED as checked below: ] For Approval x ] As Requested ] For Review and Comment x ] For Your Use REMARKS: Edward E. Fleming Cc: Steve Cook Jon Dobosiewicz o o LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 AllisonvilIe Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 1, 2004 JOB NUMBER: 42480 S3 TO: Hamilton County Surveyor 1 Hamilton County Square Suite 188 Noblesville, Indiana 46060 ATTENTION: Greg Hoyes RE: The Ridge at Hayden Run, Section 3 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans 1 Secondary Plat 1 Storm Computations 1 Non- Enforcement Petition 1 Check No. for $100.00 THESE ARE TRANSMITTED as checked below: ] For Approval x ] As Requested ] For Review and Comment x ] For Your Use REMARKS: Edward E. Fleming Cc: Steve Cook Jon Dobosiewicz o o LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 1, 2004 JOB NUMBER: 42480 S3 TO: Office of Police Chief 3 Civic Square Carmel, Indiana 46032 ATTENTION: Michael Fogarty RE: The Ridge at Hayden Run, Section 3 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Other: COPIES, SHEET DESCRIPTION NO. 1 Set Construction Plans 1 Secondary Plat THESE ARE TRANSMITTED as checked below: ] For Approval x ] As Requested ] For Review and Comment x ] For Your Use REMARKS: Edward E. Fleming Cc: Steve Cook Jon Dobosiewicz o Q LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 1, 2004 JOB NUMBER: 42480 S3 TO: Carmel Clay Communications 31 First Avenue NW Carmel, Indiana 46032 ATTENTION: Bill Akers RE: The Ridge at Hayden Run, Section 3 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans 1 Secondary Plat THESE ARE TRANSMITTED as checked below: ] For Approval x ] As Requested ] For Review and Comment x ] For Your Use REMARKS: Edward E. Fleming Cc: Steve Cook Jon Dobosiewicz o o LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 1, 2004 JOB NUMBER: 42480 S3 TO: Carmel Clay Parks Department 1055 Third Avenue SW Carmel, Indiana 46032 ATTENTION: Mark Westermeier RE: The Ridge at Hayden Run, Section 3 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans 1 Secondary Plat THESE ARE TRANSMITTED as checked below: ] For Approval x ] As Requested ] For Review and Comment x ] For Your Use REMARKS: Edward E. Fleming Cc: Steve Cook Jon Dobosiewicz [) o LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 AlIisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 1, 2004 JOB NUMBER: 42480 S3 TO: Carmel Clay Schools 5201 East 1318t Street Carmel, Indiana 46032 ATTENTION: Ron Farrand RE: The Ridge at Hayden Run, Section 3 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans 1 Secondary Plat THESE ARE TRANSMITTED as checked below: ] For Approval x ] As Requested ] For Review and Comment x ] For Your Use REMARKS: Edward E. Fleming Cc: Steve Cook Jon Dobosiewicz o o LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 1, 2004 JOB NUMBER: 42480 S3 TO: Cinergy PSI 1441 South Guilford Road Carmel, Indiana 46032 ATTENTION: Ron Booher RE: The Ridge at Hayden Run, Section 3 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans 1 Secondary Plat THESE ARE TRANSMITTED as checked below: ] For Approval x ] As Requested ] For Review and Comment x ] For Your Use REMARKS: Edward E. Fleming Cc: Steve Cook Jon Dobosiewicz o o LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 AlIisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 1, 2004 JOB NUMBER: 42480 S3 TO: Consoer Townsend Envirodyne Engineers 7102 Lakeview Parkway West Drive Indianapolis, Indiana 46268 ATTENTION: Ron Lauritsen RE: The Ridge at Hayden Run, Section 3 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans 1 Secondary Plat THESE ARE TRANSMITTED as checked below: ] For Approval x ] As Requested ] For Review and Comment x ] For Your Use REMARKS: Edward E. Fleming Cc: Steve Cook Jon Dobosiewicz Q.) o LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 AlIisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 1, 2004 JOB NUMBER: 42480 S3 TO: Hamilton County Local Emergency Planning Committee 1717 Pleasant Street Suite 100 Noblesville, Indiana 46060 ATTENTION: Robert Hendricks RE: The Ridge at Hayden Run, Section 3 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans 1 Secondary Plat THESE ARE TRANSMITTED as checked below: ] For Approval x ] As Requested ] For Review and Comment x ] For Your Use REMARKS: Edward E. Fleming Cc: Steve Cook Jon Dobosiewicz [) o LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 1, 2004 JOB NUMBER: 42480 S3 TO: Office of Fire Chief Fire Station 1 2 Civic Square Carmel, Indiana 46032 ATTENTION: Gary Hoyt RE: The Ridge at Hayden Run, Section 3 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans 1 Secondary Plat THESE ARE TRANSMITTED as checked below: ] For Approval x ] As Requested ] For Review and Comment x ] For Your Use REMARKS: Edward E. Fleming Cc: Steve Cook Jon Dobosiewicz Q) o LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 AUisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 1, 2004 JOB NUMBER: 42480 S3 TO: Vectren Energy 15900 Allisonville Road Noblesville, Indiana 46060 ATTENTION: Chuck Shupperd RE: The Ridge at Hayden Run, Section 3 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans 1 Secondary Plat THESE ARE TRANSMITTED as checked below: ] For Approval x ] As Requested ] For Review and Comment x ] For Your Use REMARKS: Edward E. Fleming Cc: Steve Cook Jon Dobosiewicz [) o LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 1, 2004 JOB NUMBER: 42480 S3 TO: Brighthouse Networks 516 East Carmel Drive Carmel, Indiana 46032 ATTENTION: Jeff Farmer RE: The Ridge at Hayden Run, Section 3 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans 1 Secondary Plat THESE ARE TRANSMITTED as checked below: ] For Approval x ] As Requested ] For Review and Comment x ] For Your Use REMARKS: Edward E. Fleming Cc: Steve Cook Jon Dobosiewicz w Q LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 1, 2004 JOB NUMBER: 42480 S3 TO: Cinergy 1441 South Guilford Road Carmel, Indiana 46032 ATTENTION: Dean Groves RE: The Ridge at Hayden Run, Section 3 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans 1 Secondary Plat THESE ARE TRANSMITTED as checked below: ] For Approval x ] As Requested ] For Review and Comment x ] For Your Use REMARKS: Edward E. Fleming Cc: Steve Cook Jon Dobosiewicz Q) o LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 1, 2004 JOB NUMBER: 42480 S3 TO: Indianapolis Power & Light Company 3600 North Arlington Avenue Indianapolis, Indiana 46218 ATTENTION: Ron Morris RE: The Ridge at Hayden Run, Section 3 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans 1 Secondary Plat THESE ARE TRANSMITTED as checked below: ] For Approval x ] As Requested ] For Review and Comment x ] For Your Use REMARKS: Edward E. Fleming Cc: Steve Cook Jon Dobosiewicz