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Home My WebLink AboutCorrespondenceLETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317)849-5935 FAX (317) 849-5942 DATE: August 2, 2004 TO: Department of Community Services One Civic Square Carmel, Indiana 46032 ATTENTION: Jon Doboseiwicz RE: Cherry Creek Estates, Section 2 WE ARE SENDING YOU ~ X ~ UPS [ ] Courier [ ~ O~hcr: JOB NUMBER: 4340552 ' ~ ,/,~~F~~~`~ ;.3 00~~ ~'a- COPIES SHEET NO. DESCRIPTION 3 1-4 Recorded Secondary Plat 1 1-4 Recorded Secondary Plat (Mylar) THESE ARE TRANSMITTED as checked below: I I For Approval I X I For Your Use REMARKS: ~ X I As Requested ~ I I I For Review and Comment William A. Bryant LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317)849-5935 FAX (317) 849-5942 DATE: June 30, 2004 JOB NUMBER: TO: Department of Community Service 1 Civic Square d~~~ ~ ~b X40 ~ `c a Carmel, Indiana 46032 GG ~`~ °~~ ATTENTION: Jon Dobosiewicz ~ vJ~ QC'" RE: Cherry Creek Estates, Section 2 Pj ~ / Ojl~/ WE ARE SENDING YOU [ X ] UPS [ ] Courier [ ] Other: COPIES SHEET NO. DESCRIPTION 1 Secondary Plat 1 TAC Response Letter THESE ARE TRANSMITTED as checked below: ~ ]For Approval ~ X J For Your Use REMARKS: Jon, I X ] As Requested [ I We are preparing the enclosed plat for recording. The TAC Response better is also enclosed. Please review. If you have any questions, please contact me at (317) 577-3410. [ I For Review and Comment William A. Bryant Platinum 0°~ July 9, 2004 ~~ ~ City of Carmel ~~ Board of Public Works and Safety C/0 Department of Engineering One Civic Square Carmel, Indiana 46032 RE: Cherry Creek Estates, Section 2 Request for Secondary Plat Approval and Signatures Dear Board Members: RfC~F JUl I p ~~~ DOCS Please accept this letter as our formal request for approval and signatures for the Secondary Plat for the above referenced project. The subdivision consists of 46 lots on 22.34 acres. We have previously received approved construction plans from the City Engineer and were granted sewer and water availability from this board. We will complete road paving by July 23, 2004. Please let me know if you will require any additional information for us to obtain the boards approval. Sincere) i imothy J. Walter, P.E. Project Manager Cc: Jon Dobiosiewicz„Carmel-C-ommunity Services. Bill Bryant, Stoeppelweth and Associates. File. 317 818 2900 O 317 818 2910 fax 9551 Delegates Row • Indianapolis, IN 46240 ,:, EL :,. .~ - f S ~' ~' ~'~' CITY .` ~ -'C~-~' VI May 7, 2004 J~~,~~iES at~tn~nav, Mavoa Mr. William A. Bryant Stoeppelwerth & Associates, Inc. 9940 Allisonville Road Fishers, IN 46038 RE: Cbeny Creek Estates Section 2Subdivision-Project Review #3 Dear Mr. Bryant: Q RECFIVED !1AY 1 "~04 DOCS The City of Cannel has received both of your comment response letters and revised drawings dated May 5, 2004 for the above mentioned project. The City's comments, based upon your May 5, 2004 response letters, follow your original responses which have been transposed into this letter for reference. The City's comments are bolded and italicized. SECONDARY PLAT #12 Slopes at the rear of Lots 74-79 were revised. The Swale at the rear of Lots 74-75 has a slope of 0.8% with a subsurface drain. The Swale is offset in the easement and will have proper slopes to the Tree Preservation Easement. The cut shown has not been revised. Refer to conunents to Iteur #I8, Slreet C-200 below. #13 The common area does include Drainage and Utility Easements in the definition. Thank you for the response. SHEET C200-SITE DEVELOPMENT PLAN #15 The Swale grades at Lot 120/103 were revised to maintain a I% slope. T/re current plans indicate a slope of L5%. Thank you for the revision. #18 Slopes at the rear of Lots 74-79 were revised. The Swale at the rear of Lots 74-75 has a slope of 0.8% with a subsurface drain. The Swale is offset in the easement and will have proper slopes to the Tree Preservation Easement. The cut shown has not been revised. Per our p/tone discussion mr May 7, 2004, the proposed subsurface drain shall be u double walled, smooth interior, perforated pipe to facilitate future nrairdeuance. The subsurface drain shall be laid at a slope dial matt/:es t/re slope of the Swale. The City recommends that the proposed srvale be located as far north in the drainage easement as possible while still maintaining the proposed slope. Locating the Swale as such would minimize the impact the cut will have on dre root s}~steur of the trees in the Tree DIiPARll1EST OF t:SGi]E19i1SG Osr Cn;c Sricaas. CAB'QpL, I\ 40032 Orrice ~7'S71?441 FLT ;17.571 ?439 F.l i.Sll, kn~rrse a~i.eu nnrl.in.uc Mr. William A. Bryant May 7, 2004 Page 2 of 3 Preservation Easement. Adjust t/re location ofStrrrctru•e 84B as needed, bused on any relocation of the Swale to the north. #19 The Swale grades were adjusted. The storm sewer STR slopes at the rear of Lots 74- 79 were revised. The Swale at the rear of Lots 74-75 has a slope of 0.8% with a subsurface drain. The Swale is offset in the easement and will have proper slopes to the Tree Preservation Easement. The cut shown has not been revised. Structure 84B was not relocated. Thmrk you for revising the Swale grades. Per our phone discussion on May 7, 2004, your response above was mistyped. The sentence relating to revisions to the storm sewer STR slopes at the rear of Lots 74-79 was to have referenced the slope of the Swale. Refer to the City's comments to Item #IS above as it relates to the remainder of your response. SHEET C400, C401, C402-STREET PLAN AND PROFILES #22 All chokers were removed from the plans as requested Thank you for the revision. C403-ENTRANCE DETAIL The detail at Hazel Dell Parkway Entrance was removed from the plans and will be included with the Section 5 plans. Remaining Street Sheets were renumbered. Thank you for the revision. SHEET C802-CONSTRUCTION DETAILS The pavement section specifications were revised as follows: 5" of SD base 7" of Compacted Stone Base #53 A note that all paving shall be completed in one paving season was also added. This will be subject to weather with fall pavement being installed. Full pavement will be the following spring. Thank you for the revision. Please limit Spring paving to surface courses only. PIPE SLOPES/VELOCITIES We have verified the velocity behveen STR 77 to STR 76. Per our computer models, the slope of 5.00% fora 15" RCP with an N-0.13 is 5.47 fps. No revisions to the plans were completed. Per our phone discussion on May 7`h, 1004, the design storm for the pipe nehvork does not result in a full flow condition for the pipe in question. The City's subconsultmrt calculations indicate that the velocity in the pipe under fill flow conditions is 11.77 fps. Please revise the slope of tl:e pipe by lowering flee invert of Structure No.77 such that the full flow pipe velocity does not exceed 10 fps. Mr. William A. Bryant May 7, 2004 Page 3 of 3 Acknowledge that the Carmel standards will be revised and implemented with a minimum slope of not less than 0.30% and a velocity of 2.5 fps. STRUCTURES NUMBERS/CORRESPONDING TO PREVIOUS SECTIONS The drainage map was corrected to show that STR 90, 91 and 92 receives 1.18 acres of runoff instead of the 1.41 acres shown on the prior submittal. A new map is enclosed. Thank you for the revision. Please provide our office with 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 reviews. If you have questions, please contact our office at 571-2441 Gary R Du}5can Jr., Assistant Cit}~ Engineer Departm t of Engineering Enclosures Cc: Mike McBride, City Engineer Dick Hill, Department of Engineering Jon Dobosiewicz, Department ofCommunity Services Jolur 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 Y:\eng~shared\gduncan\CHERCKEST2RE V 3.doc .~~ CONSULTING ENGINEERS • LAND SURVEYORS David J. Stoeppelwerth, P.E., P.L.S. Curtis C. Huff, PL.S. Presidem. C.E.O. ViccPresidrnt. C.O O. R.M. Stoeppelwerth, P.F.., P.L.S. Presidcm Emcriwx ~~V~-J lam- "_`-t~'1C May 5, 2004 City of Carmel City Engineer One Civic Square Carmel, Indiana 36032 Attention: Dick Hill r_>/ t v ~~n _~ vi { ~C c~,<O 1 ~J' ~`'~ Re: Cherry Creek Estates, Section 2 Dear Mr. Hill: Please find 2 sets of Construction Plans and supporting documents which were revised per a comment letter dated Apri127, 2004. Those comments were addressed as follows: SECONDARY PLAT #12 Slopes at the reaz of Lots 74 - 79 were revised. The Swale at the rear of Lots 74 - 75 has a slope of 0.80% with asub-surface drain. The Swale is offset in the easement and will have proper slopes to the Tree Preservation Easement. The cut shown has not been revised. #13 The Common Area does include Drainage and Utility Easements in the definition. SHEET C200 -SITE DEVELOPMENT PLAN I5. The Swale grades at Lot 120/103 were revised to maintain a 1 % slope. 18. Slopes at the reaz of Lots 74 - 79 were revised. The Swale at the rear of Lots 74 - 75 has a slope of 0.80% with asub-surface drain. The Swale is offset in the easement and will have proper slopes to the Tree Preservation Easement. The cut shown has not been revised. 19. The Swale grades were adjusted. The storm sewer STR Slopes at the rear of Lots 74 - 79 were revised. The Swale at the rear of Lots 74 - 75 has a slope of 0.80% with asub-swface drain. The Swale is offset in the easement and will have proper slopes to the Tree Preservation Easement. The cut shown has not been revised. Structwe 84B was not relocated. 9940 Allisonville Road • Fishers, Indiana 46038-2005 • (317) 849-5935 • I-800-728-6917 • FAX: (317) 849-5942 ,; Carmel City Engineer Dick Hill May 5, 2004 Page 2 SHEET C400, C401, C402 -STREET PLAN & PROFILES #22 All chokers were removed from the plans as requested. C403 -ENTRANCE DETAIL The detail at Hazel Dell Parkway Entrance was removed from the plans and will be included with Section 5 plans. Remaining street sheets were - - renumbered. - -- - -- - - - -- - - - SHEET C802 -CONSTRUCTION DETAILS The pavement section specifications were revised as follows: 5" of SD Base 7" Compacted Stone Base #53 A note that all paving is to be completed in one paving season was also added. This will be subject to weather with fall pavement being installed. Full pavement will be the following spring. If you have any questions, please regazding these revisions, please call me at (317) 577-3410. Very truly yours, ST~OE~PPE~LW~ERTH & ASSOCIATES, INC. G'(/~'~Zivf '~/~;1~ William A. Bryant Cc: Tim Walter Jon Dobosiewicz S/4340552/Agency ;' I „ ` ., CI ~ ~'F~u~ EL ~ ~e~ doss TAr~les 13RAI~~:v~; n'IA~-oR a, April 27, 2004 Mr. R'illiam A. Bryant Stoeppelwerth & Associates, Inc. 9940 Allisonville Road Fishers, IN 46038 RE: Cherry Creek Estates Section 2 Subdivision-Project Review #2 Dear Mr. Bryant: I am utilizing the same format as was used with our Project Review #l. Our comments, based upon your February 18, 2004 response letter, follow our original comments, item by item. These comments are bolded and italicized. COMMENTS Secondary Plat Item #11. Why is the easement on the north and east sides of the lots only a drainage easement? Your response is acceptable. Item #12. This office will only permit areas of "Tree Preservation" if drainage is fully accommodated for these properties. 7t does not appear that adequate slopes can be maintained in the rear yard Swale of Lots 74-79. It will be ver}' difficult to cut up to 4 foot deep srvales against this tree preservation easement and still nllmv these trees to survive. In addition, the Swale at the back of Lots 74 and 75 are much below this Deparhnent's minimum standards for slope. Underdrain installation and n+ainteuanee will be very dijficul! with trees in close proximity. Recomn+end addi(ional yard drabr between Lots 74 and 75. Item #13. In the Legend, how is "Common Area" defined? Does it include drainage/detention/utility easement? Does commmr area definition include DrtrLrage and Utili[v Easements? Sheet C200-Site Development Plan Item #14. Show and label adjacent areas/sections as existing (lot numbers, existing infrastructure, etc.). The information should be legible but distinguishable from the proposed areas. This would apply to all sheets. This includes showing adjacent "neck downs" along road, using broken dimension lines if necessary. Thank you jorlhe revision. Item #15. Where is the outlet for surface drainage at lots 119, 1 IS and 104? It appears from the elevations that surface drainage from lots 122, 121, 120, 119, 118, 103,104 and 105 converge at this location. Please extend the storm sewer [o a new and additional structure located on the rear property line between Lots 104-107. 116-1 19. Subsurface drains should be provided in swales with ]% slope or less. Lots 720/103 hove this' sitrralion. Item #16. The rear yards of lots 91 to 99 appear to be flat with little slope and no defined provision for drainage. Please provide Swale and proposed grades. Acceptable. Item #17. If tree preservation is required, drainage swales and storm sewers must be provided. Acceptable. Dernu'I:vusn~r or Ii~cineetu~c O.~r: Clnc S~uaae, Csevntt. IV' 46032 Orncl=. 317.71.2441 F:vs 317$71.2439 1'. \L\ I I. I:wrasa (rCi.ca rmcl.in. un Mr. William A. Bryant April 27, 2004 Page 2 Item #18. Add note, stating the need to provide for drainage Swale in front of tree preservation. Private SSD will not be enough. See conement #12. Item #19. Move stmcture 84B to allow a Swale, from Lot 76/77, to be installed. Show elevations and slopes. See comment #12. Item #20. Show the design slopes associated with the Swale from stmcture 84B [0 90 (also on Sheet C201). Acceptable. Item #21. Clear up easement label discrepancies. Acceptable. Item #22. May need to move neck downs away from inlets/sag in road, but also need to see their separation distance from one(s) in section to the west (we want appropriate and evenly distributed where possible). Ii'e are requesting that all "chokers" be elineinated from the street design in this and all fie[nre sections. Item #23. For all swales, include proposed slopes. Acceptable. Sheet C201-Site Development Plan Item #24. Identify the termination of the sanitary sewer at the northeast comer (Existing Structure #_ 7 ). Acceptable. Item #25. Show the length, size and slope of the pipe from structure 70 [0 69. Acceptable. Item #26. Show how all rear yards of lots 85-90 will have drainage provided. It appears the rear yards are flat with no slope for drainage. Also, the area between the rear property lines and lake #3 is flat. Show how these areas will drain, Acceptable. Item #27. Lake #3 indicates a 100-year elevation of 760.35. The typical 100-year elevation symbol and the contour surrounding the lake indicate an elevation of 761. Please clarify peak elevation and emergency spillway details. Acceptable. Item #28. On Section A-A, the arrow from existing grade points to nothing. Acceptable. Item #29. Where is the emergency spillway and details for lake 3? Show length, size and slope of outlet pipe. Acceptable. Item #30. The pad elevation for Lot 85 is too low. 761.8 is the same as the side yard elevation between Lot 85 and 86. The pad elevations for these two lots are very close to the 100-year elevation. Will there be basements, walkouts, etc. for lots backing up to the lake? This office would recommend to the Building Commissioner that basements/walk-outs not be allowed for these lots. Acceptable. Item #31. Lots 85 thru 90 need MFPG (Minimum Flood Protection Grade) elevations and notes regarding basements/walk-outs. MFPG means that no building opening (windows, window wells, doors, etc.) will be allowed below this elevation. Acceptable. Sheet C202-Tree Removal Plan Item #32. Is this sheet incomplete? Acceptable. Sheet C30Q, C301-Erosion Control Mr. William A. Bryant Apri127, 2004 Page 3 Item #33. Why is the printing on these sheets so light? These sheets do not seem to be shoeing any erosion control details and do not seem to indicate anything of value. Acceptable. Sheet C40Q, C401, C402-Street Plan and Profiles, Intersection Details Item #34. It would be helpful if the width of the knockdowns on Tanana and Osage Drives would be indicated on these sheets. As with Item #22, we have requested that all "chokers" be eliuthiated. Item #35. Please dimensionally locate the knockdowns. Believe this was also requested in our review of Section 1 B. Same as Item #22 and #34. Sheet C403-Entrance betail Item #36. It would be helpful if this sheet were identified as Hazel Dell Parkway Entrance Detail. This is to be included in Section 5 plans. Sheet 501, C600-Sanitary Sewer and Storm Sewer Plan and Profiles Item #37. Concrete cradles are not permitted. Please indicate stone cradles wherever applicable. Acceptable. Sheet C601-Storm Sewer Plan and Profile Item #38. On the pipe from curb inlet structure 81 to yard inlet stmeture 76 with a slope of 4.20%, what velocity will [his be? Acceptable. Item #39. The slopes for the l Y'pipes indicated on [he two profiles on the right hand portion of the sheet are very flat! Acceptable. Sheet C700-Water Plan Item #40. Can you dimension the length of water service lines as was done with the sanitary laterals? Acceptable. SheeC C802-Constmction Details Item #41. On the pavement cross-section, substitute 9" #53 stone base instead of 5" #53 and 4" #2. We are revising ota• Pavement Sectimt specification as follows: • Change 3" of HAC Binder #9 to 9' of SD Base. • Change 9"Compacted Stave Base #53 to 7"Compacted Stone Base #53. • Add, "All Paving is to be Completed rn One Paving Season" to the Typical Street Sections on the plans. Item #42. On the typical cross section, placement of [he sidewalk should be 12" from the right of way line, not on the right of way line. Acceptable. Item #43. Regarding sidewalk details, sidewalks should be indicated as a minimum of 5' width. Acceptable. Please provide our office with 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 our initial reviews. Mr. William A. Bryan[ April 27, 2004 Page 4 If you have questions, Mike McBride or me at 571-2441. Sin 1~/ T Dick Hill, Assistant Director Department of Engineering Enclosures Cc: Mike McBride, City Engineer 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 S:\DHILL\PROIREV04\CHERCKEST2REV2 April 20, 2004 Mr. \Villiam A. Bryant Stoeppehverth & Associates, Inc. 9940 Allisonville Road Fishers, IN 46038-2005 RE: Chern• Creek Estates Amenih~ Area-Project Revietr #1 Dear Mr. Bryant: \i'e have reviewed the initial construction plans submitted for this project and offer the follo\ving comments: GENERAL INFORMATION I. The project site is located within current City of Carmel Corporate Limits. 2. Jurisdictions: • Streets and Right of \Vay- City of Carmel. • Water, Sanitary Sewers - City of Carmel. • Storm Sewers/Drainage - City of Carmel. • Regulated/ Legal Drains- Hamilton County Surveyor's OCfice. 3. Board of Public \Vorks and Safety Requirements: • Water and Sanitary Sewer Availability Cor swimming pools/pool houses. • If an irrigation system is planned for this development, additional Board of Public Works and Safely approval will be required. • Temporary Construction Entrance (if applicable) • Please be advised dmt any open cuts ojdedieated streets wit! require separate Board ojPublic li'orks and Sajery 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. • Commercial Curb Cut Approval for the driveway. 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 subnrissian to the Board requires prior approval by die Canne! Clay Pfan Comnrissiau and/or the Board ojZaning Appeals (ijapplicable) and completion ojreview by the Tedmica! Advisory Conunittee. A!! written requests to be placed mr the Board's agenda must include the appropriate Docket Number and the date (or dates) ojapproval by the Plan Commission m+d/or die Board ojZwiing Appeals (ij applicable). 4. T.A.C. Review/Drawings submitted for approval: We request that all comments and comment letters generated by this office be answered in writing and be accompanied by a drawing reflecting requested revisions. Final drawings will not be approved for construction until all Engineering Department 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 five- sets of drawings for approval aRer 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 which is to be maintained on the construction site at all times. Cannel Utilities will receive hvo-sets, our Public Works Inspector will receive one-set and one-set will be maintained in [he Engineering Department. Dl;eaa-I:\u~:~T or E~clxeeat~c O~c CIv'1C S~uner:. CAaau'.1, IV' 4(032 Orr-Ice 31757'13441 Fns 317.5712439 I'. \Ir\I I. I:wccoc(Jci.ca rnicl, in. us Mc William A. Bryanr April 20, 2004 Page 2 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 afety. 6. Carmel Utilities should be provided drawings for review of water and sanitary sewer issues. They will provide a separate review regarding these issues. 7. Carmel Utilities does not subscribe to "Holey Moley" and should be contacted directly for all water main and sanitary sewer main locations. 8. There are no Performance/Main[enance Guarantees associated with this development. A Right of Way Permit and Right of Way bond will be required for the curb cut. Contact Fred Glaser, our Right of Way Manager/Inspector for details regarding this permit. AVAILABILITY AND CONNECTION FEES 9. Availability (acreage) Fees for this area were paid with Section 1 B. Therefore, no additional Availability Fees will be assessed. ]0. Current Connection Fees are: • Swimming Pools - 1.60 E.D.Us/1000 square feet • Pool House -There is no classification. Please provide figures if applicable. COMMENTS Construction Plans Title Sheet I ]. Label the Amenity Area on the site plan as being part of existing Section 1B. This area is included in the Cherry Creek Estates, Section 1 B recorded secondary plat Sheet C200-Site Plan /Sheet C201-Site Development Plan 12. ]s the 10' x 10' area a wading pool? I3. Identify the area northwest of the pool. Is this a pool house? If so, are there rest rooms? If so, please provide water usage figures for the building. 14. Also identify the area between the building and the pool. It looks like there are columns/posts. 15. What is the rectangular area adjacent to the northwest comer of the basketball court? Please identify on the plans. I6. Label Cherry Creek Boulevard, Wildcat Drive and Washita Court on this sheet. 17. Show a detail as to how the new curbs will tie into the existing street curbs. 18. Have the sidewalks in the street right of way been constructed? If so, they should be labeled as existing. 19. The sidewalk in the right of way should extend through the drive. Provide breaks in the curb on either side of [he drive. 20. What is the bold line in the parking area? 21. What are the two other lines in the parking area that don't seem to belong to any designation? 22. Designate a parking stall length. 23. Identify and dimension all right of way lines. 24. How will the mulch be contained in the playground area? 25. Will the Surveyor's Office allow this encroachment? The above comments are based upon the Engineering Departments initial review of [he Amenity Area. Please provide our office with a follow up letter and revised plans indicating all revisions. Second and subsequent reviews will focus only on revised items. It is critical that this office be made aware of all modifications made on the plans being re- submitted, particularly if any such changes are considered "new" or fall outside of our initial review. Mr. William A. Bryan[ April 20, 2004 Page 3 Jf you have questions, contact Mike McBride or me a[ 57] -2441. Sinc ely, Dick ill, Assistant Director Department of Engineering Enclosures Cc: Mike McBride, City Engineer (w. o. encl.) Jon Dobosiewicz, Department of Community Services (w.o. encl.) John Duffy, Director Carmel Utilities (w.o. encl.) Paul Pace, Distribution (w.o. encl.) Jim Haag, Collection (w.o. encl.) Tim Walter, Platinum Properties Greg Hoyes, Hamilton County Surveyor's Office (fadw.o. encl.) John South, Hamilton County Soil & Water Conservation District (fax/w.o. encl.) Greg Ilko, Crossroad Engineers S:\DH ILL\PROJREV03\CEEERCKESTAMENITYAREA CONSULTING ENGINEERS • LAND SURVEYORS David J. Stoeppelwerth, P.E., P.L.S. Curtis C. Huff, P.L.S. A.M. Stoeppelwerth, P.E.. P.L.S. Presidem. C.E.O. Vice-President, C.O.O. Presidem Emeriws February 23, 2004 Carmel City Engineer 1 Civic Square Carmel, Indiana 46032 Attention: Dick Hill Re: Cherry Creek Estates, Section 2 Deaz Mr. Hill: Please find,enclosed one set of Construction Plans and supporting documents which were revised per a comment letter date January 22, 2004. Those comments were addressed as follows: DRAINAGE CALCULATIONS A revised 1CPR model that reflects the 24 inch pipe and the elevations per the plans is enclosed. PIPE SLOPES/VELOCTTIES The report shows that the pipe between STR. 77 to STR. 76 has a velocity of 5.47 fps. This can be found in the pipe calculations, which is provided. Also, a worksheet on pipe sizes and slopes to achieve a 2.5 fps. is enclosed. There aze runs that are shown to have a slope of 0.20%. The reason for this is to maintain cover over the storm and to avoid conflicts with the sanitary sewer. We have maintained the minimum of 2.5 fps, therefore, these runs have not been revised. ADEQUATE LOT DRAINAGE At the rear of Lots 91-95, arrows were shown to show sheet flow to the creek. Between Lots 95 and 96, a spot elevation grade was revised to eliminate potential ponding. STRUCTURES NUMBERS /CORRESPONDING TO PREVIOUS SECTIONS Calculations for STR. 90, 91, 92 and the existing structure are enclosed. 9940 Allisonville Road • Fishers, Indiana 46038-2005 • (317) 849-5935 • I-800-728-6917 • FAX: (317) 849-5942 City of Carmel Engineer Dick Hill February 23,2004 Page 2 of 2 PIPE SIZES All discrepancies between the calculations and the plans were corrected. OVERFLOW LOCATION SHOWN At the South edge of Lake 3 and Lot 85, a protection grade of 761.5 was shown and labeled. OFFSTTE INFORMATION On sheet C100, C201, and C601 shows the information for connection to the existing 12 inch pipe. If you have any further questions, please feel to call me at (317) 577-3410. Very truly yours, Cc: Greg Hoyes Angelina Butler STO/EP,PEL~W~ERTH/& ASSOCIATES, INC. William A. Bryant S:/4340552/Agenry CONSULTING ENGINEERS • LAND SURVEYORS Hamilton County Surveyor One Hamilton Squaze Noblesville, Indiana 46060 Attention: Greg Hoyes February 23, 2004 R.M. Sroeppelwer[h, P.E., P.L.S. Presidem Emeri W s ~oCS c~Dtis Re: Cherry Creek Estates, Section 2 David 1. S[oeppelwe¢h, p.E., P.L.S. Curtis C. Huff, P.L.S. Presidem, C.E.O. Vice-Presidem, C.O.O. A copy of the response letter from Crossroads to the City of Carmel is enclosed. Revised calculations are also provided. 2. An outlet pemut request for the Vestal Drain is enclosed along with the application fee of $150.00. 3. Acknowledge that additional comments may be warranted. If you have any further questions, please feel free to call me at (317) 577-3410. Very truly yours, STOEPPELWERTH & ASSOCIATES, INC. ~',~~~0,~=. William A. Bryant Deaz Mr. Hoyes: Please fmd enclosed one set of Construction Plans and supporting documents which were revised per a comment letter dated February 3, 2004. Those comments were addressed as follours: Cc: Tim Walter Angelina Butler S:/4340552/Aeenry 9940 Allisonville Road • Fishers, Indiana 46038-2005 • (317) 849-5935 • I-800-728-6917 • FAX: (317) 849-5942 ~.. ~0~~'~ ) \ Mr. William A. Bryant ~O ~ (~ / Stoeppehverth & Associates, Inc. ~ z v 9940 Allisonville Road ~ ~ ~~ Fishers, IN 46035-2005 January 22, 2004 RE.~tr`ern'CsraP~~Estates ec tonll"A/UtafSu~division-Storm Drainage As Built Review #1 Dear Mr. Bryant: . ~~. _- ~ ~~ ~~ T. ~ O rrj i O~ ~G ~~ a, N'e have engaged Crossroad Engineers to assist us with project review, particularly in regards to stomt drainage issues. I have enclosed a copy of Crossroad's initial review of the as built drawings submitted for Cherry Creek Estates, Sections 1 A and 1 B. Ptease review these comments and provide a response letter at your earliest convenience. The Performance Guarantee release for storm sewers will be scheduled upon satisfactory resolution of these issues If you have questions, contact Mike McBride or me at 571-2441. Sine e , r Dick Hill, Assistant Director Department of Engineering Enclosure Cc: Mike McBride, City Bngineer Jon Dobosiewicz, Department of Community Services Tim Walter, Platinum Properties Greg Hoyes, Hamilton County Surveyor's Office Greg Ilko, Crossroad Engineers S:\DH I LL\PROJRE V 04\Crl ERCKEST I ABSTORMASBLT# I l~rl',AR I'JIL'V"I' OP ESGIVEI:RtNG Our. CIVIC SQDAar, Calzvlri., IN 4603? Orncl: 317.571244] Fna 317.5712439 1'SMeAII. k~eecc~ei.einnel.iaus JAb~[ES BRAT\"A}3D, MAYOR ;~, January 5, 2004 Mr. Dick Hill City of Carmel Engineering Department One Civic Square Carmel, IN 46032 RE: Cherry Creek Estates Subdivision, Section lA & 1B As-Built Review Dear Dick: The following comments are in conclusion to the project review of Cherry Creek Estates Subdivision, Section lA & 1B: • An apparent low point occurs between Lot #50 and Lot #51. The contractor should address this ponding area. • Many of the side yard swales do not have a breaking point in the center of the yard with surface drainage sloping towards the front or the back. An example of this occurs in the side yards of Lots 5 through ll. Although positive drainage is apparent, the design intentions are clearly not met. • The 18" RCP between storm sewer structures 17 and 18 was placed at a slope of 0.54%; however, the plans called for the pipe to be placed at a slope of 1.00%, while the drainage calculations state the pipe run should be 4.90%. In fact, the storm sewer design on the construction plans for many structures does not correspond to the respective calculation data in the Drainage Report. This makes it difficult to verify if the pipes have suitable capacity as constructed. It is not known if a design change on the plans came after the approval of the drainage calculations, but investigations into the discrepancies between the two may be warranted. • It appears, by the as-built top of bank elevations given, that all three storm events breach the southeast detention pond (Lake 2) along the south bank. The design calls for a top of berm elevation of 762.00, but the as-built shows it as low as 761.40. The berm should be reconstructed to match the design. Please feel free to call me at 780-6527 if you should have any questions or need additional information on these subjects. Sincerely, --~-- - ~ 341750 uth Sherman Br. o Bee[h Grove, IN 46167 a Tel 317480x7555 D Fax 317~7Bn~6525 January 22, 2004 Mc William A. Bryant Stoeppelwerth & Associates, Inc. 9940 Allisonville Road '; ,, ~. ~ ~'-/ ~ ~~ ~~'r I--~ O~~rr~TFO E ' s `~~ a~~ o o3~,P 6~ ~~ ~~~ Fishers, IN 46038-2005 RE ~Chlrt`ry' -reek Estates35ec[ion 2 ubdivision-Storm Drainage Review #1 Dear Mr. Bryant: We have engaged Crossroad Engineers to assist us with project review, particularly in regards to storm drainage issues. I have enclosed a copy of Crossroad's initial review of the construction.plans for Cherry Creek Estates, Section 2. Please review these comments and provide a response letter at your earliest convenience. If you have questions, contact Mike McBride or me at 571-2441. Sincereli Dick/Hill, Assistant Director Department of Engineering Enclosure Ce: Mike McBride, City Engineer Jon Dobosiewicz, Department of Community Services Tim Walter, Platinum Properties Greg Hoyes, Hamilton County Surveyor's Office Greg Ilko, Crossroad Engineers S:\UH ILL\PROJRE V 04\CFIERCKEST2STORM,Y I Der,urr~lr_~~r oP 13~c[nElsalnc Onr: CIVIC SQuARe, CAR?IEL, 1N 4603? Orna: 377.5712447 FAx 317.571.2439 I]>I:AI I, kwccseLCi.curmel.iaru JAMES BI2AINARD, MAYOR Technical Advisory Committee Engineering Review Checklist for Commercial Designs Project Name: Cherry Creek Estates Subdivision, Section 2 Owner: Platinum Properties L.L.C. Location: Tanana Drive, Osage Drive, & Kickapoo Trial Section(s): N/A Date Received: January 6, 2004 Review Date: January 19, 2004 T.A.C. Date: -- Primary ~ Construction ~X 1s` Review ~ T.A.C. Review Drainage ;\ i, . ~, ;. ~r `" JaP12004 RECEIVED CITY _~. ENGNEER F^ \, _. .:.. ^ Drainage Approval (City or County) Per Hnmllton County survey the drainage is in the jurisdiction of the Ciry of Carmel. ^ Detention Required - 10 yr pre / 100 yr post Lake #3 will be used for the detention area for this project. It was designed for 10 year pre-development and 100 year post-development. ^ Drainage Calculations In the drainage report the input report, L3-OUTDS, states a 12"pipe, 118' in length, an upstream invert of 7J~.5, and a downstream invert of 751.37. This is assumed to be the outlet pipe from STR. 70 to STR. 69. However, design plans show a 24"pipe, 104' in length, an upstream invert of 755.5, and a downstream invert of 754.11. Please review and revise accordingly and verify the changes in storage elevations and outflows. ^ Pipe Design - 10 yr flood Yes, the pipes were designed fora 10-year flood ^ Pipe Slopes /Velocities (2.5 fps min, 10 fps max) After reviewing the pipe from STR. 77 to STR. 76, it was found that the pipe has a velocity of 11.77 fps, which is greater than the City of Carmel 's maximarm velocity of 10 fps. The design of smaller pipes (i. e. 12 "- 36') with n slope less than 0.30% is nol ndvised . There are a mrrnber of pipes listed below 0.30%. Please review and revise, or conmrent on the necessity far such flat slopes. ^ Adequate Lot Drainage The drainage in the backyards of Lots 91-95 appears to flow north to the creek; however, the proposed 762 contour cuts through existing contours of elevations 764, 765, and 766. There are no proposed contours shown for elevations 761, 760, etc. Please show sheet flow from the proposed 762 contour to the creek. Behveen Lot 96 and 9.i there is an apparent low spot. Ponding may occur at this location. ^ Surface drainage shown with arrows Yes. o Adequate Easement Widths Yes. ^ Grading Elevations Shown Yes. ^ Structures Numbers /Corresponding to Previous Sections Structures 90, 91, 92, and the existing structure are not !n the drainage calculations. The calculations for these structures and their respective pipes should be provided. ^ Pipe Sizes In many instances there are discrepancies between the pipe data from the drainage calculations and the storm sewer profiles. For instance, many pipe sizes, slopes, crud elevations have conflicting numbers between the two pieces of data. Please supply revised pipe sizing and calculation data. . . ^ Overflow Location Shown - It does not nppenr that the emergency spillway weir has been sized to accommodate 1.2~ times the overall 100 year outflow with a minimum freeboard of one foot above the anticipatedflow over the weir, but it is obvious that the entire west bank of Lake #3 will serve as a natural spillway. However, it appears that water would also leave'the site through the South side of Lot 8J. Atop of bank height greater than 761.5 should be provided around the South/Southwestedge of Lake #3, protecting Lot 85 and Delaware Trace Section 3. Please review and revise accordingly. ^. Off-Site information (i.e. tying into sewers in existing sections or preparing for future sections) Information for the existing structure, which STR. 92 is tying into, should be provided. ^ Existing sewers and structures labeled and/or drawn as such, including as-built elevations -drainage calculations based upon as-built situation, not original plans. Existing information appears accurate. Additional Questions /Comments None EROSION AND SEDIMENT CONTROL PLAN TECHNICAL REVIEW AND COMMENT Hamilton County Soil and Water Conservation District 1108 South 9'h Street, Noblesville IN 46060 Ph- 317-773-1432 or Email at .john-south(a~iaswcd.org PROJECT NAME: SUBMITTED BY REVIEWED BY: Cherry Creek Estates Sec. 2 Platinum Development C/O Tim Walters 9551 Delegates Row Indianapolis, IN 46240 317-818-2900 Stoeppelwerth & Associates 9940 Allisonville Road Fishers, IN 46038-2005 John B. South P.E. Certified Professional in Erosion and Sediment Control PLAN REVIEW DATE: DECEMBER 24, 2003 LOCATION: East side of Hazel Dell Road at Cherry Tree Road LEGAL DESCRIPTION: Sec. 22 ACREAGE: 25 ACRES TOWNSHIP: 18N RANGE: 4E CIVIL TOWNSHIP: Clay SOIL SURVEY MAP SHEET: 45 The technical review and comments are intended to evaluate the completeness of the erasion and sediment control plan for the The erosion and sediment control plan submitted was not reviewed for the adequacy of the engineering design. Al! included in the plan, as well as those recommended in the comments should be evaluated as to their feasihiliry by a qualifred individual with structural practices designed by a qualified engineer. The plan has not heen reviewed for local, .state, or federal permits that may be required to proceed with [his project. Additional information, including design calculations may be requested to further evaluate [he erosion and sediment control plan. The erosion and sediment control plan has been reviewed and it has been determined that the plan: X Satisfies the minimum requirements and intent of 327IAC 15-5 (Rule 5). Notification will be forwarded to the Indiana lle artment of N;nvironmental Mana emen[. Proper implementation of the erosion and sediment control plan and inspections ojthe construction site by the developer or a representative are necessary to minimize off-site sedimentation. The developer should be aware that unforeseen construction activities and weather conditions might affect the performance oja practice or the erosion and sediment control plan. The plan must be a~lexible document, with provisions to mods or substitute practices as necessary. Note: • Provide documentation that sediment basin meets design specifications. • Please note on sheet C300 that The work show on this sheet needs to be completed before mass grading can start. • Construction has already commenced on this site. Cc: Carmel DOGS, Ha. Co. Surveyor, IDEM, File CONSULTING ENGINEERS • LAND SURVEYORS David ]. Stoeppelwerth, P.E., P.L.S. Curtis C. Hoff, P.L.S. Presidmr, C E.O. Vice-Presidem, C.O.O. December 22, 2003 Carmel City Engineer 1 Civic Square Carmel, Indiana 46032 Attention: Dick Hill R.M. Stoeppelwerth, P.E., P.L.S. Presidem emeriws ~+ `~\ RECEIVED '~ DEC 23 2GG3 DOCS i`. ,~,__ Re: Cherry Creek Estates, Section 2 Deaz Mr. Hill: Please find enclosed one set of Construction Plans and supporting documents which were revised per a comment letter date November 18, 2003. Those comments were addressed as follows: Comments Secondary Plat 11. The easement on the north side is only a drainage easement for the purpose of not having any utilities in this area. 12. There is sufficient drainage being accommodated in the "Tree Preservation" azea. 13. The "Common Area'' is defined as per the Covenants and Restrictions which is recorded. Sheet C200-Site Development Plan 14. Adjacent areas/section on existing (lot numbers, existing infra~ructure, etc.) was shown. 15: The outlet for the surface drainage for Lots 119, 118 and 104 will drain to an existing yard inlet built with SetionlB at the reaz of Lots 102 and 103. The grades of the reaz of Lot 118-122, 103-105 were revised. A storm sewer was not extended to the reaz of Lots 104-107, 116-119. There aze sufficient inlets at the reaz of the lots as shown. 16. There is no Swale for Lots 91-99. This will sheet flow to the ditch. 17. Drainage swales and storm sewers aze being shown along the tree preservation azea. 18. A drainage Swale is shown in front of the tree preservation easement as stated above. 9940 Allisonville Road • Fishers, Indiana 46038-2005 • (317) 849-5935 • I-800-728-6917 • FAX: (317) 849-5942 19. Structure 84B was relocated as requested. 20. The design slopes were shown with the swale from Structures 84B to 90 (also Sheet C201). 21. Easement label discrepancies were corrected. 22. The neck downs aze not shown to be in sag locations. 23. On all swales, the slopes were labeled. 24. The termination ofthe-sanitary sewer at the northeast comer was labeled as Existing Structure #. 25. The length, size and slope of the pipe from Structure 70 to 69 was shown. 26. The reaz yards of hots 85-90 will sheet flow to the creek. The azea between the reaz property lines and lake # 3 will sheet flow from the reaz of the lots to the creek. 27. The lake elevation of lake # 3 was revised. Peak elevation and emergency spilling details were added. 28. On Section "A-A", the arrow nose points to the existing grade line. 29. The emergency detail for the lake is now shown. 30. The pad elevation for Lot 85 was revised. Lots 85 and 86 are proposed to have basements, but not walkout basements. The basements will be set at the appropriate elevation from the MFPG which is shown on the plan as a minimum opening elevation. 31. MFPG for Lots 85-90 was shown in the legend. This elevation was noted that no building opening (windows, window wells, doors, etc.) will be allowed this elevation. Sheet C202-Tree Removal Plan 32. This sheet now reflects what trees will be removed and which trees will remain. Sheet C300-Erosion Control Plan 33. The erosion control layer was omitted on the prior submittal. The erosion control is now shown. Sheet C400, C401, C402-Street Plan and Profiles, Intersection Details 34. The widths of the knockdowns were dimensional as requested. 35. The location of the knockdowns were dimensional for location purposes. Sheet C403-Entrance Detail 36. This sheet was labeled as Hazel Dell Parkway Entrance Detail. Sheet C501, C600-Sanitary Sewer and Storm Sewer Plan and Profiles 37. All concrete cradles were change to the stone cradles. -~ Sheet C601-Storm Sewer Plan and Profile 38. The velocity was shown for the pipe run between Structure 81 and 76. 39. The pipes at the right hand portions of the sheet were revised from 15" pipes to 12" pipes. The slopes were increased. Sheet C700-Water Plan 40. The length of the water laterals were shown as requested. Sheet C802-Construction Details 41. On the pavement cross-section, the 9" #53 stone was shown instead of 5" #53 and 4" #2. 42. The sidewalk was shown as 5 foot in width. If you have any further questions, please feel to call me at (317) 577-3410. Very truly yours, STOEPPELWERTH & ASSOCIATES, INC. ~~ / n G'" ~~~~/`/~/ William A. Bryant Cc: Tim Walter Angelina Butler S:/4340552/Agency CONSULTING ENGINEERS • LAND SURVEYORS David J. Stoeppelwerth, P.E.. P.L..S. Prcsideni. QF..0. Department of Community Services 1 Civic Square Carmel, Indiana 46032 Attention: Angelina Butler Curtis C. Huff. P.L.S. VicrYresidem. CD.O_ December 19; 2003 R.M. Swcppclwenh, P.E., P.L.S. ' Presidan Emeeim_e 2 .1 `~' i~ ~~}~~ . ~ C f II~EO ~` ~ pF ~~ ~ , p ~0 2[1/13 OOCS r Ol' ~,~ ~. ~TT~ ± ~~_~ Re: 'Cherry Creek Estates, Section 2 134-03-SP Dear Ms. Butler: Please find enclosed one set of Construction Plans with Plat and supporting documents which were revised per a comment letter dated September 5, 2003. Those comments were addressed as follows: Section 2 Plat 1. The surveyor signature and date will be added prior to recording_ 2. A copy of all review letters are enclosed as requested. 3. The lake elevation for.the -100 year flood and bottom "were added. ' 4. The instrument, PC, and slide numbers were filled in. 5: 'The location map .was revised to be more specific. 6. The appropriate docket numbers were added to the Plat as requested. 7. T.P.E. was added to the legend.. Construction Plans 8. A copy of the commitments recorded from Docket No. 152-02PP will be provided by the developer. 9. A landscape plan was added to the Construction Set. 10. A signage plan was added to the Construction Set. 9940 Allisonville Road • Fishers, Indiana 46038-2005 • (317) 849-5935• I-800-728-6917 • FAX: (317) 849-5942 . ... ' ~ 11. A lighting plan was added to the Construction Set. 12. The pedestrian path is shown and labeled on the Site Development Plan. If you have any. further questions, please feel free to call me at (317) 577-3410. Very truly yours, Co: T'm Walter STOEPPE~L~WERTH & SSOCIATES, INC. G~~~~'"" //,j/~f William A. Bryant . 5:/4340552/Agency CONSULTING ENGINEERS • LAND SURVEYORS David 1 Stoeppelwerth, P.E., P.L.S. Curtis C Huff, P.L.S. Presidem, C.E.O. Vice-Presidem, C.O.O. Hanulton County Surveyor One Hamilton Squaze Noblesville, Indiana 46060 Attention: Greg Hoyes December 19, 2003 Re: Cherry Creek Estates, Section 2 Deat Mr. Hoyes: RECEIVED DEC 23 20G3 DOCS Please find enclosed one set of Construction Plans which were revised per a comment letter dated October 28, 2003. Those comments were addressed as follows: 1. Acknowledge that this project falls within the corporate limits of the City of Carmel. 2- The storm sewer design was coordinated with the City of Carmel and discussed in a meeting with you. 3. The boundary was relocated to not include the reconstruction of the Vestal Regulated Drain at this time. 4. The developer's fax number was added to the cover sheet. 5. The common area was labeled to also be a drainage easement. 6. The building pads for Lots 85 and 86 aze 2 feet above the 100 year flood elevation of the proposed lake. 7. The top of the bank was labeled for the proposed lake #3 as requested. 8. The emergency spill was for lake #3 was shown along with details. 9. The Hamilton County Surveyor's Regulated Drain standazds for a detention lake and the appropriate outlet was used. 10. The site overflow will be extended or shortened once the reconstruction of the Vestal Regulated Drain is completed with Section 4. 1 L The HCSO Detail O-5 for the outlet into the Vestal Regulated Drain along with rip-rap on both sides of the creek per detail O-4. 12. The reaz yazd grades were checked at the reaz of Lots 103-107 and 116-120. The Swale slopes were also labeled. 13. SSD to each lot were shown on the Site Development Plan. 14. The 100 yeaz elevation of the Vestal Regulated Drain was shown. 15. The adjacent landowners were labeled on the Site Development Plan. 16. A landscape plan was added to the Construction Set. 17. The Erosion Control Plan was revised with the appropriate items shown. 18. HCSO Detail D-12 was added to the plans. This is shown to be added for Structure #70. R.M. Stoepp¢Iwerth, P.S., P.L.S. Presidem Emeritus 9940 Allisonville Road • Fishers, Indiana 46038-2005 • (317) 849-5935 • I-800-728-6917 • FAX: (317) 849-5942 19. Acknowledge that additional comments may be warranted. If you have any further questions, please feel free to call me at (317) 577-3410. Very truly yours, STOEP~~~CLATES, INC. William A. Bryant Cc: Tim Walter Angelina Butler S:/4340552/Agenry CONSULTING ENGINEERS • LAND SURVEYORS David 1. S[oeppelwerth, P.E., P.L.S. Curtis C. Huff, P.L.S. Presitle~6 GE.O. Vice-Presideor, C.O.O. December 19, 2003 Hamilton County Soil & Water 1108 South Ninth Street Noblesville, Indiana 46060 Attention: John South R.M. Stoeppelwerth, P.E., P.L.S. Presideor Emeriws 2f ~, ~ ~ ~ ~?~ ~" pti~ ~~GS f'~ P?l ^ y, ~ ~,`: Re: Cherry Creek Estates, Section 2 Deaz Mr. South: Please find enclosed one set of Construction Plans which were revised per a comment letter received on October 20, 2003. These comments were addressed as follows: 2C. The floodways were listed in the project data on sheet C301. 2B. All soils were noted on the Erosion Control Sheets per this Section. 4A. Sequence for each measwe was modified for this Section. 4C. The silt fence was removed and not extended to Lot 99. A diversion Swale is now shown. The sediment basin has dimensioned elevation and contours shown. Elevation for the outlet structure was added. 4G. Inlet protection for Structure 90 was shown. Inlet protection will be provided for Structures 91 and 92. The lake is specified to be lined. The inlet was not added at the reaz of Lot 119. If you have any further questions, please feel free to call me at (317) 577-3410. Very truly yours, STOEPPE~L~W/ER~TH & SS CIATES, INC. G~9~E~~~i't-' I" William A. Bryant Cc: Tim Walter Angelina Butler 5:/4340552/Agency 9940 AIlisonville Road • Fishers, Indiana 46038-2005 • (317) 849-5935 • I-B00-728-6917 • FAX: (317) 649-5942 CONSULTING ENGINEERS • LAND SURVEYORS Carmel City Utilities 130 First Avenue Southwest Carmel, Indiana 46032 Attention: Paul Pace December 19, 2003 R.M. Stoevoelwerth, P.E., P.L.S. RE~~ED DEC i3 2663 pOCS Re: Cherry Creek Estates, Section 2 Deaz Mr. Pace: Please find enclosed three copies of the Utility Prints which were revised per a comment letter dated September 9, 2003. Those comments were addressed as follows: Sewer Corrections I. All concrete cradles were revised to be granulaz backfill cradles. 2. Manholes were shown to be coated. Water Corrections 1. No blow offs aze shown to be installed. The water is to be connected to an existing main in Delawaze Trace. 2. Two inline valves were added on each side of the Tee, at the intersection of Kickapoo and Osage. 3. Three copies of the revised plans aze enclosed. If you have any further questions, please feel free to call me at (317) 577-3410. Very truly yours, STOEPPELWERTH & CIATES, INC. ~~~~ William A. Bryant Co: Tim Walter Angelina Butler 5:/4340552/Agency 9940 Allisonville Road • Fishers, Indiana 46038-2005 • (317) 849-5935 • 1-600-728-6917 • FAX: (317) 849-5942 David ]. Stoeppelwcrth, P.E., P.L.S. Curtis C. Huff, P.L.S. Presitlrnt C.E.O. ~ Yu-Presitlrnt C.O.O. OCT 26 '03 04~41PM P.1/2 - a 1_ ',. ,. r:~ l ~ '^ ~'~ l.(r~ :r%i~ i:__. p 5 LT October 28, 2003 Gj `~ x~ p~ Stoeppelwerth & Associates, Inc. ~ ~~ P7 R~ \0.~~ Cz Attn: Bill Bryant ~ ~ `~-" 9940 Allisonville Road ~ ~ ~~' ~pCs Fishers, IN 46038-2005 VIA FACSIMILE: 849-5942 '~~. 12e: ~ hee~r-yCreel%Estates,:Section:b Deaz Mr. Bryant: We have reviewed the construction plans and sewndary plat submitted to the Hamilton County Surveyor's Office on September 2, 2003 for this project and have the following comments: 1. Phis proposed project falls within the corporate limits of the City of Carmel. 2. Please coordinate the storm sewer design with both the City of Carmel and this office. 3. Please submit revised plans to this office, per the agreement to move the extents of this project west and not include the reconstruction of the Vestal Regulated Drain at this time, 4. Please add the developer's fax number to the cover sheet. 5. Label the common azea and make it drainage easement also. 6. Raise building pads 85 and 86 to 2 feet about the 100 year flood elevation of the proposed lake. This is required per Hamilton County Ordinance 4-26-99-C. 7. Label top of bank for proposed lake #3. .7rrrlton C. `141nrrl, Si:rvryor Suite r8F 'P(onP (jt7777G-d4a5 Onr.7lnmihon Cmmry Stpmrr •To.r (jil) 77G'9Gx8 .7Voblesvillr, Ltdinna ¢GOGu•xx3o OCT 28 '03 04~43PM P.2i2 8. Show and label an emergency spill way for proposed lake #3. 9. Please include one of the Hamilton County Surveyor's Office Regulated Drain Standards for a detention lake, and the appropriate standard for the outlet used with that lake option. 10. The site outflow pipe may need extended or shortened once the reconstruction of the Vestal Regulated Drain is completed with section 4. l 1. Include HCSO Detail O-S for the outlet into the Vestal Regulated Drain and show rip-rap on both sides of the creek per detail 0-4. 12. The rear yard drainage swale behind lots 103-107 and 116-120 appears that is will hold water about the north east comer of lot 119 and other spots. Please review the fall on the proposed Swale. 13, Hamilton County Surveyor's Office recommends that SSD studs to each lot are shown on the site development plans. 14. Show the 100 year flood elevation of the Vestal Regulated Drain. 15. Show adjacent landowners on the construction plans. 16. Please submit a landscape plan. 17. The submitted erosion control plans showed no information. Please show erosion control with the next submittal. 18. Please include HCSO Detail D-12 and show a debris guard on structure #70. 19. Please note the additional comments may be warranted at a later date. Should you have any questions, I can be reached at 317-776-8495. Sin~ce(re~ly, - I U~~ Greg Haycs Plan Reviewer Cc; Jon Dobosiewicz -Carmel DOCD Dick Hill -Carmel Engineering Steve Broermann - HCHD John South - HCSWCD Tim Walter -Platinum Properties O ;~ Platinum October 27, 2003 Mr. Dick Hill Department of Engineering City of Carmel One Civic Square Carmel, IN 46032 ,s~. ..- ~~ r. ~\ l ,~ Gil ~ ~ :,,' ~ ~j ,~ ~` ,~~,a ~ ~~ ~~ )~J ~. r~. ~~' ' RE: Cherry~Creek~Estates~Entryx3Walf.C,onstructio`n Dear Mr. Hill: We would like to address the concerns regarding the revised entry way plan for Cherry Creek Estates as expressed by your Department in a letter dated October 13, 2003. First, we intend to complete this work in a fashion that will showcase and beautify the entry to our subdivision as well as the overall landscape appeal for Hazel Dell Parkway and Cherry Creek Soulevartl. Second, we in no way intend to create a hazardous condition for the public, and to the contrary, we want a safe and attractive landscape and hardscape for all passers by to enjoy. With that said, the following will address more specifically your concerns: The attached drawing depicts revised dimensions showing separation between the right-of-way and the face of the stone walls. Based on previous a-mail correspondence with your office we have in all cases provided a minimum separation of 12". Along Hazel Dell Parkway, there will be a minimum of 18" separation. The only exception to this rule is along the south side of Cherry Creek Boulevard where the path is actually installed 1' inside the right-of-way. In that case the wall is at the edge of the right-of-way leaving a 12" separation to the path. We are not asking for any additional approvals for walls in the median, The landscape plans approved at the Primary Plat and Construction Plan approval stage depicted a large column sign at the west end of the median and a shorter wall perpendicular to the median at the east end of the walls on the north and south sides of Cherry Creek Boulevard. The other walls shown in the median on the drawings are actually "bed edges" that will be flush with the top of curb. The placement of all of the stones in the median is to give the appearance that the wall was there first, and we cut through it to install the road. Again, we are not asking for any additional approvals that were not already granted during the Primary Plat and Construction Plan approval stage. Placement of trees in the medians was a requirement by the Urban Forester and Plan Commission to create continuity with Hazel Dell Parkway. 317 818 2900 • 317 818 2910 fax 9551 Delegates Rowe Indianapolis, IN 46240 October 27, 2003 Page 2 We, as the developer and as the manager of the Homeowners Association, would in no way expect the City of Carmel to take responsibility for drainage or any other issues for that matter that are in common areas unless otherwise related to public improvements within such common area. Thank you for your attention. I hope that this will clear up any confusion created by the revisions that were made to our entry way plan. Please feel free to call ore-mail if you have any additional concerns. Sincerely, ,CGrP~`~~ Timothy J. Walter, P.E. Project Manager Enclosures (1) Cc: Paul Rioux, Platinum Properties. Eric Simons, Platinum Properties. Jon Dobosiewicz, Depatment of Community Services. Scott Brewer, Urban Forester. File. ~ ~~~~ a-~~-E ~r ~,z~ ~~ I i2=/err TILL ' I ~~ 1 1~+~L~- u)1 ~~ CtSN'a7~tJL'-'~~ ~R~tiJ nl 1 ~ CJ 4f1~- A~a~.. IZ'y.12' % y s ~ 'j. i• t ~!- v ;, .a ~,~ \• ~ t ii ~8n-r~ ~~ . x ,~ ~~, ~ , - - _--- _ _ M ;, ~ - ~ -~' ~ . t .~ ` ~~,, _~ ~ T K _ - '-~ ~~ j-~J5r1 W tT~t Cv2P, EROSION AND SEDIMENT CONTROL PLAN TECHNICAL REVIEW AND COMMENT Hamilton County Soil and Water Conservation District 1108 South 9'h Street, Noblesville IN 46060 Ph- 317-773-1432 or Email at john-south(a,iaswcd.orS PROJECT NAME: Cherr"uiCreek Et'~sta~te"s~Sa~ SUBMITTED BY: Platinum Development Stoeppelwerth & Associates C/O Tim Walters 9940 Allisonville Road 9551 Delegates Row Fishers, IN 46038-2005 Indianapolis, IN 46240 317-818-2900 REVIEWED BY: John B. South P.E. Certified Professional in Erosion and Sediment Control PLAN REVIEW DATE: OCTOBER 20, 2003 ACREAGE: 25 ACRES :LOCATION: East side of Hazel Dell Road at Cherry Tree Road LEGAL DESCRIPTION: Sec. 22 TOWNSHIP: 18N RANGE: 4E CIVIL TOWNSHIP: Clay SOIL SURVEY MAP SHEET: 45 The technkal review and comments are intended to evaluate the completeness of the erosion and sediment control plan for the project. The erosion and sediment control plan submitted was not reviewed jar the adequacy of the engineering design. All practices included in the plan, as well as those recommended in the comments should be evaluated us to their feasibility by a qualified individual with structural practices designed 6y a yua[ified engineer. The plan has not been reviewed for local, state, or federal permits that may be required !o proceed with this project. Additional information, including design calculations mqy be requested to further evaluate the erosion and sediment control plan. The erosion and sediment control plan has been reviewed and it has been determined that the plan: Satisfies the minimum requirements and intent of 3271AC IS-5 (Rule 5). Notification will be forwarded to the Indiana Department of Environmental Management. X Does not satisfy the minimum requirements and intent of 3271AC IS-5 (Rule 5); deficiencies are noted in the checklist and in the comments section. Deficiencies constitute potential violations of the rule and must be adequately addressed for compliance. The information necessary to satisfy the deficiencies must be submitted: Proper implementation of the erosion and sediment control plan and inspections of the construction site by the developer or a representative are necessary to minimise off-site sedimentation. Tlae deve/oper.rhould be aware that unforeseen construction activities and weather conditions might affect the performance of a practice or the erosion and sediment control plan. The plan must be a flexible document, with provisions to mod fy or snhstitute practices as necessary. Revised 4 / 97 PROJECT: Cherry Creek Estates Sec. 2 Page 2 of 3 ARE THE FOLLOWING ITEMS ADEQUATELY ADDRESSED ON THE PLANS ? (All Plans Must Include Appropriate Legends, Scales, and North Arrow) (Items that are Not Applicable to this Project are designated by NA) Yes No PROJECT INFORMATION X 1 A Project Location Map (Show project in relation to other areas of the county) X 1B Narrative Describing the Nature and Purpose of the Project X 1C Location of Planned and/or Existing Roads, Utilities, Structures, Highways, etc. x 1 D Lot and/or Building Locations x 1 E Landuse of Adjacent Areas (Show the Entire Upstream Watershed and ddjacent Areas Wiihin 500 Feet ojthe Property Lines) Yes No TOPOGRAPHIC, DRAINAGE, AND GENERAL SITE FEATURES X 2A Existing Vegetation (/dentify and Delineate ) x 2B Location and Name of All Wetlands, Lakes and Water Courses On and Adjacent to the Site x 2C 100 Year Floodplains, Floodway Fringes, and Floodways (Note if None) X 2D Soils Information (lf hydric soils are present, it is the responsibility of the owner/developer to investigate the existence of wetlands and [a obtain permits from [he appropriate government agencies.) X 2E Existing and Planned Contours at an Interval Appropriate to Indicate Drainage Patterns X 2F Locations of Specific Points Where Stormwater Discharge Will Leave the Site X 2G Identify All Receiving Waters (lfDischarge is to a Separate Municipal Storrn Sewer, Identify the Name of the Municipal Operator and the Ultimate Receiving Water) X 2H Potential Areas Where Storm water May Enter Groundwater (Note ijNone) x 21 Location of Stormwater System (/nchRde Culverts, Storm Sewers, Channels, and Scales) Yes No LAND DISTURBING ACTIVITIES X 3A Location and Approximate llimensions of All Disturbed Areas [i. e., Construction Limhs] (Areas Where vegetative Cover Will Be Preserved Should be Clearly Uesignated) X 3B Soil Stockpiles and or Borrow Areas (Show Locations or Note if None) Yes No EROSION AND SEDIMENT CONTROL MEASURES x 4A Sequence of When Each Measure Will Be Implemented (Relative ro Earth Disturbing ilctivities) x 4B Monitoring and Maintenance Guidelines for Each Measure X 4C Perimeter Sediment Control Measures (Location, Construction Detail, Uimensions, and Specifications) X 4D T¢mporary Seeding (Specifications; /ncluding Seed Mix, Fertilizer, Lime, and Mulch Rates) x 4E Temporary Erosion and Sediment Control Measures (Location, Construction Uetad, Dimensions, and Specifications) x 4F Permanent Erosion and Sediment Control Measures (Location, Construction Detail, Dimensions, and Specifications) X 4G Storm Drain Inlet Protection (Location, Construction Detail, Dimensions, and Specifications) X 4H Stormwater Outlet Protection (Location, Construction Detail, Dimensions, and Specifications) X 4I Stable Construction Entrance (Location, Construction Detail, Uimensions, and Specifications) x 4J Erosion and Sediment Control on Individual Building Lots (Specifications) X 4K Permanent Seeding (Specifications; /ncluding Seed Mix, Fertili=er, Lime, and M¢dch Rates) Revised 4 / 97 EROSION AND SEDIMENT CONTROL PLAN TECHNICAL REVIEW COMMENTS PROJECT: Cherry Creek Estates Sec. lA & 1B Page 3 of 3 Nn(e: All erosion and sediment con[rol measures s/eown nn the plnns and referenced in t/~is review nmst meet the resign criteria, standards, and specifrca(ions ou!lined in the "/ndiana Handbook for Erns(nn Cnn(rol in Developing Areas "front the Gtd/ana Department of Natural Resources, Division nf.Soil Cnnservntion or similar Guidance Documents. 2C. No floodways listed in the Project data on Sheet C301. 2D. Crosby soil is not mapped in this section. Westland soil is hydric and Sleeth has the potential for Westland inclusions. Please list all the soils in this section. 4A. Sequence is from Sec 1. Please revise. 4C. Recommend extending the silt fence to lot 99. Tempoary seed common area north of lots 99- 99. The sediment basin shown on sheet C300 needs dimensions, elevations and proposed contours. Elevations are needed for the outlet structure. The top of mound is proposed at 764. This is 2' higher than surrounding grades. Please provide calculations for the sediment basin design. 4G. inlet protection is needed for Str#90. Street inlets 91 & 92 discharge offsite. An inlet protection practice that fits into the catch basin is recommended. See the attached list of product manufactures. Recommend specifications for lining the lakes. Failure of the liner will cost the homeowners considerable expense. Is an inlet needed at the rear of lot 119? Cc: Carmel DOCS I-Ia. Co. Surveyor File e ~ rM ~'~ wl 4/~ Co/G //6 . a~-Y.~ • • Co~ City of Carmel VIA FAX: 849-5942 Original by mail September 5, 2003 William Bryant Stoeppelwerth & Associates, Inc. 9940 Allisonville Road Fishers, IN 46038 RE: Cherry Creek Estates, Section 2 -Secondary Plat Application Dear Mr. Bryant: This letter is in response to your Secondary Plat Application for Cherry Creek Estates, Section 2. This is a preliminary letter to let you begin on revisions. Additional comments will be made by members at the TAC Meeting on September 17. Please complete the following items after you have received additional comments at the TAC Meeting. Cection 2 Plat 1. Add registered surveyor's signature and date. 2. Forward a copy of the final review letters from the following agencies: Carmel Engineering, Scott Brewer (Urban Forester), and John South (Soil and Water). 3. Add lake elevation for 100-yr flood and bottom to plat. 4. Fill in blanks for instrument, PC, and slide numbers. 5. Please make location map more specific, labeling more roads. 6. Please place docketnumbers on plat: 152-02 PP and 134-03 SP 7. Please Add T.P.E. to legend. 8. Please provide a copy of commitments recorded from Docket No.152-02 PP. 9. Please provide a landscape plan. 10. Please provide a subdivision signage plan. 11. Please provide a lighting plan. 12. Please show the pedestrian path throughout site. If you have any questions or if I may be of assistance, please feel free to call. Sincerely, Angelina Butler Planning Administrator Cherry Creek EstatesSec2-SP1 Page 1 ONE CIVIC SQUARE CARMEL, INDIANA 46032 317/571-2417 One Civic Square Cannel, IN 4`A32 (317) 571-2417 Fa:c (317) 57t-2426 LrT7 ,.o; YVIv~ Pvya~t~. From: /:/S. ~U~~ Fax ~~ -l - 5~4 Z Pages: Z. Phone: Date: ~ ' ~ ' ~ 3 Re: e.. vl.~.~1L~ CC; Q Urgent ^ For Review ^ Please Comment ^ Please Reply Q Please Recycle City of Carmel Department of Community Services One Civic Square Carmel, IN 46032 317-571-2417 Fax: 317-571-2426 FACSIMILE TELECOPY COVER LETTER DATE: September 5, 2003 TO: Dennis Olmstead FAX: 849-5942 FROM: Pam Attached hereto are 9 pages, including this cover letter, for facsimile transmission. Should you experience any problem in the receipt of these pages, please call 317/571/2417 and ask for Pam. NOTES: TAC Agenda with Calendar and list of TAC Members. Each TAC member will need a full size copy of your project. Please call if you have any questions. CONFIDENTIALITY NOTICE: The materials enclosed with this facsimile transmission are private and confidential and are the property of the sender. The information contained in the material is privileged and is intended only for the use of the individual(s) or entity(ies) named above. If you are not the intended recipient, be advised that any unauthorized disclosure, copying, distribution or the taking of any action in reliance on the contents o/this [elecopied information is strictly prohibited. I/ you have received this facsimile transmission in error, please immediately notify us by telephone to arrange for Tatum of the forwarded documents to us. i LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: August 29, 2003 TO: Department of Community Services One Civic Square Carmel, Indiana 46032 ATTENTION: Jon Dobosiewicz RE: Cherry Creek Estates, Section 2 JOB NUMBER: 4340552 ~,~;.1-! ~ ~ ~ ti ~, ~~ r ~ ~.- `~ (`, , RECFIVED j_; lUG 29 ~Utr;i '~ cots WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: Deliver COPIES SHEET NO. DESCRIPTION 2 Sets Construction Plans with Plat 1 Secondary Plat Application I Subdivision Agreement 1 Transmittals to Agencies I Set Storm Calculations I Set Recorded Covenants THESE ARE TRANSMITTED as checked below: I I For Approval I X I For Your Use REMARKS: X J As Requested I I William A. Bryant I I For Review and Comment Cc: Tim Walter LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (377)849-5935 FAX (317) 849-5942 DATE: August 29, 2003 TO: Carmel City Utilities 130 First Avenue SW Carmel, Indiana 46032 ATTENTION: John Duffy RE: Cherry Creek Estates, Section 2 WE ARE SENDING YOU ~ ~' ] UPS ~ ] Courier [ ~ Other: ~.___~ ~" { REC ~ ~~, - ~. 1!lS 29 2D0~ ~~CS ~~ JOB NUMBER: 4340552 COPIES SHEET NO. DESCRIPTION l Set Construction Plans with Plat 1 Allocation Certification Lefler 1 Permit Application THESE ARE TRANSMITTED as checked below: I ~ For Approval I X I For Your Use REMARKS: I X I As Requested I I William A. Bryant I I For Review and Comment Cc: Jon Dobosiewicz Tim Walter LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317)849-5935 FAX (317) 849-5942 DATE: August 29, 2003 JOB NUMBER: 4340552 TO: Hamilton County Surveyor One Hamilton County Square Noblesville, Indiana 46060 ATTENTION: Jerry Liston RE: Cherry Creek Estates, Section 2 WE ARE SENDING YOU [ ~' ] UPS ~ ~ Couricr ~ ] Othcr: COPIES SHEET NO. DESCRIPTION 1 Set Construction Plans with Plat 1 Set Storm Computations THESE ARE TRANSMITTED as checked below: ~ X ~ For Approval I X ~ As Requested ~ ~ For Review and Comment ~ X ~ For Your Usc ~ ~ REMARKS: William A. Bryant Cc: Jon Dobasiewicz Tim Walter LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: August 29, 2003 TO: City of Carmel City Engineer One Civic Square Carmel, Indiana 46032 ATTENTION: Kate Weese/Dick Hill RE: Cherry Creek Estates, Section 2 JOB NUMBER: 4340552 WE ARE SENDING YOU [ ] urs [ ] courier [ ] omen: Deliver COPIES SHEET NO. DESCRIPTION I Set Construction Plans with Plat 1 Set Storm Computations THESE ARE TRANSMITTED as checked below: ~ X ~ For Approval ~ X ~ For Your Use REMARKS: ~ X J As Requested ~ ~ For Review and Comment ~ ~ William A. Bryant Cc: Jon Dobosiewicz Tim Walter • i LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: August 29, 2003 TO: Carmel City Utilities 130 First Avenue SW Carmel, Indiana 46032 ATTENTION: Paul Pace RE: Cherry Creek Estates, Section 2 WE ARE SENDING YOU ~ X ~ UPS [ ] Courier [ ] Other: JOB NUMBER: 43405S2 COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Plat THESE ARE TRANSMITTED as checked below: [ X ] For Approval ( X ] As Requested [ X ] For Your Use [ J REMARKS: [ J For Review and Comment William A. Bryant Cc: Tim Walter LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317)849-5935 FAX (317) 849-5942 DATE: August 29, 2003 JOB NUMBER: 4340552 TO: SBC 5858 North College Avenue Indianapolis, Indiana 46220 ATTENTION: Justin Condon RE: Cherry Creek Estates, Section 2 WE ARE SENDING YOU [ X ] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. I Set Construction Plans with Plat THESE ARE TRANSMITTED as checked below: [ X) For Approval [ X ] As Requested [ X ] For Your Use [ ~ r REMARKS: [ ]For Review and Comment William A. Bryant Cc: Tim Walter LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317)849-5935 FAX (317) 849-5942 DATE: August 29, 2003 JOB NUMBER: 4340552 TO: Time Warner 3030 Roosevelt Avenue Indianapolis, Indiana 46218 ATTENTION: Jeff Farmer RE: Cherry Creek Estates, Section 2 WE ARE SENDING YOU [ ~' ] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Plat TIIESE ARE TRANSMITTED as checked below: [ X ] For Approval 1 X ] As Requested ~ X ] For Your Use i s REMARKS: [ ]For Review and Comment William A. Bryant Cc: Tim Walter LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES,'INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317)849-5935 FAX (3t7) 849-5942 DATE: August29, 2003 JOB NUMBER: 43405S2 TO: Hamilton County Local Emergency 1717 Pleasant Street Suite 100 Noblesville; Indiana 46060 ATTENTION: Robert Hendricks RE: Cherry Creek Estates, Section 2 WE ARE SENDING YOU [ X ] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Plat THESE ARE TRANSMITTED as checked below: [ X) For Approval ~ X ~ As Requested [ X J For Your Use ~ ] REMARKS: [ ]For Review and Comment William A. Bryant Cc: Tim Walter LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317)849-5935 FAX (317) 849-5942 DATE: August 29, 2003 TO: Hamilton County Health Department One Hamilton County Square Suite 30 Noblesville, Indiana 46060 ATTENTION: Jason Lemaster RE: Cherry Creek Estates, Secfion 2 WE ARE SENDING YOU [ X ] UPS [ ] Courier [ ] Other: JOB NUMBER: 4340552 COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Plat THESE ARE TRANSMITTED as checked below: [ X ~ For Approval [ X ] As Requested [ X ] For Your Use [ J REMARKS: William A. Bryant [ J For Review and Comment Cc: Tim Walter LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317)849-5935 FAX (317) 849-5942 DATE: August 29, 2003 JOB NUMBER: 4340552 TO: Jones & Henry 2420 North Coliseum Boulevard Fort Wayne, Indiana 46805 ATTENTION: Brian Houghton RE: Cherry Creek Estates, Section 2 WE ARE SENDING YOU [ X ] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. I Set Construction Plans with Plat THESE ARE TRANSMITTED as checked below: [ X ] For Approval [ X J As Requested [ X J For Your Use [ ] REMARKS: [ ]For Review and Comment William A. Bryant Cc: Tim Walter LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317)849-5935 FAX (317) 849-5942 DATE: August 29, 2003 TO: Office of Police Chief Three Civic Square Carmel, Indiana 46032 ATTENTION: Michael Fogarty RE: Cherry Creek Estates, Section 2 WE ARE SENDING YOU [ X ] UPS [ ] Courier [ ] Other: JOB NUMBER: 4340552 COPIES SHEET DESCRIPTION NO. I Set Construction Plans with Plat THESE ARE TRANSMITTED as checked below: [ X ] For Approval 1 X ~ As Requested ( X ] For Your Use [ REMARKS: [ J For Review and Comment William A. Bryant Cc: Tim Walter LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: August 29, 2003 JOB NUMBER: 4340552 TO: Carmel Postmaster 275 Medical Drive Carmel, Indiana 46032 ATTENTION: Tom Skolak RE: Cherry Creek Estates, Section 2 WE ARE SENDING YOU [ ]UPS [ ] Courier [ ] Omer: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Plat THESE ARE TRANSMITTED as checked below: [ X ] For Approval [ X ] As Requested [ X ] For Your Use [ ] REMARKS: [ ]For Review and Comment William A. Bryant Cc: Tim Walter • LETTER OF' TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers,lndiana 46038-2005 Phone (317)849-5935 FAX (317) 849-5942 DATE: August 29, 2003 JOB NUMBER: 43405S2 TO: Vectren Energy 15900 Allisonville Road Noblesville, Indiana 46060 ATTENTION: Chuck Shupperd RE: Cherry Creek Estates, Section 2 R'E ARE SENDING YOU [ X ] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Plat THESE ARE TRANSMITTED as checked below: [ X ] For Approval [ X ] As Requested [ X ] For Your Use [ ] s REMARKS: [ J For Review and Comment William A. Bryant Cc: Tim Walter LETTER OF TRANSMITTAL ST®EPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317)849-5935 FAX (317) 849-5942 DATE: August 29, 2003 TO: Cinergy PSI 1441 South Gilford Carmel, Indiana 46032 ATTENTION: Dean Groves RE: Cherry Creek Estates, Section 2 WE ARE SENDING YOU [ ~' ] UPS [ ] Courier [ ] Other: JOB NUMBER: 4340552 COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Plat THESE ARE TRANSMITTED as checked below: [ X ] For Approval ~ X J As Requested ~ X ] For Your Use [ ] REMARKS: [ ]For Review and Comment William A. Bryant Cc: Tim Walter • LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (3l7) 849-5942 DATE: August 29, 2003 TO: Carmel Clay Parks Department 1055 Third Avenue SW Carmel, Indiana 46032 ATTENTION: Todd Snyder RE: Cherry Creek Estates, Section 2 WE ARE SENDING YOU [ ~' ] UPS [ ] Courier [ ] Other: JOB NUMBER: 43405S2 COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Plat THESE ARE TRANSMITTED as checked below: [ X J For Approval ~ X ] As Requested [ X ] For Your Use ~ ] REMARKS: [ ]For Review and Comment William A. Bryant Cc: Tim Walter LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: August 29, 2003 JOB NUMBER: 43405S2 TO: Carmel Clay Schools 5185 East 131~t Street Carmel, Indiana 46033 ATTENTION: Ron Farrand RE: Cherry Creek Estates, Section 2 WE ARE SENDING YOU [ X ] UPS [ ] Courier [ ] Othcr: COPIES SHEET DESCRIPTION NO: 1 Set Construction Plans with Plat THESE ARE TRANSMITTED as checked below: [ X J For Approval [ X l As Requested ~ X ] For Your Use ~ ] r REMARKS: ~ ]For Review and Comment William A. Bryant Cc: Tim Walter LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317)849-5935 FAX (317) 849-5942 DATE: August 29, 2003 TO: Office of Fire Chief 2 Carmel Civic Square Carmel, Indiana 46032 ATTENTION: Gary Hoyt RE: Cherry Creek Estates, Section 2 WE ARE SENDING YOU [ X ] UPS [ ] Courier [ ] Other: JOB NUMBER: 4340552 COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Plat THESE ARE TRANSMITTED as checked below: [ X ] For Approval [ X ] For Your Use REMARKS: [ X ] As Requested [ 1 William A. Bryant [ ]For Review and Comment Cc: Tim Walter LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317)849-5935 FAX (317) 849-5942 DATE: August 29, 2003 TO: Hamilton County Soil & Water 1108 South Ninth Street Noblesville, Indiana 46060 ATTENTION: John South RE: Cherry Creek Estates, Section 2 JOB NUMBER: 4340552 WE ARE SENDING YOU [ X ] UPS [ ] Courier [ ] other COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Plat THESE ARE TRANSMITTED as checked below: [ X ] For Approval [ X I As Requested ( X ] For Your Use ~ ~ r REMARKS: [ ]For Review and Comment William A. Bryant Cc; Tim Walter LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Alhsonville Road Fishers, Indiana 46038-2005 Phone (317)849-5935 FAX (317) 849-5942 DATE: August 29, 2003 TO: Carmel Clay Communication 31 First Avenue NW Carmel, Indiana 46032 ATTENTION: Bill Akers RE: Cherry Creek Estates, Section 2 WE ARE SENDING YOU [ X ] UPS [ ] Courier [ ] Other: JOB NUMBER: 4340552 COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Plat THESE ARE TRANSMITTED as checked below: ] X ] For Approval [ X J As Requested ~ X ] For Your Use ~ ] REMARKS: [ ]For Review and Comment William A. Bryant Cc: Tim Walter LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, lndiana 46035-2005 Phone (317)849-5935 FAX (317) 849-5942 DATE: August 29, 2003 JOB NUMBER: 43405S2 TO: City of Carmel Building Commissioner Oue Civic Square Carmel, Indiana 46032 ATTENTION: Jeff Kendall RE: Cherry Creek Estates, Secfion 2 WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Omer: Deliver COPIES SHEET DESCRIPTION N0. 1 Set Construction Plans with Plat THESE ARE TRANSMITTED as checked below: [ X ] For Approval [ X ] As Requested ( X ] For Your Use [ ] REMARKS: ]For Review and Comment William A. Bryant Cc: Tim Walter LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES; INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: August 29, 2003 JOB NUMBER: 4340552 TO: City of Carmel Urban Forester One Civic Square Carmel, Indiana 46032 ATTENTION: Scott Brewer RE: Cherry Creek Estates, Section 2 WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: Deliver COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Plat THESE ARE TRANSMITTED as checked below: ~ X ] For Approval [ X) As Requested ( X ] For Your Use [ ] REMARKS: [ ]For Review and Comment William A. Bryant Cc: Tim Walter Dobosiewicz, Jon C From: Tingley, Connie S _ Sent: Friday, August 29, 2003 3:47 PM To: Brewer, Scott I; Butler, Angie; Dobosiewicz, Jon C; Hollibaugh, Mike P; Lillig, Laurence M; Pattyn, Dawn E Subject: New submittal Just recd ~- S ~ 1~ 'i19-~ :Cherry CreeES;~state"s, , SP Platinum Properties, LLC 5 cfion 2 818-2900 ~,,, ,,,~s.y~,~ I have given the file to Jon. ct ~ I ~`1'Q~ ~~ o ~ o ~"CY~~12 January 13, 2003 Platinum Mr. John Dobosiewicz ~. "^ v Depamnent of Community Services ~;, ~., ~5 One Civic Squaze ~`` Qw Carmel.IN. 46032 John: This letter is to clarify the commitments made to the Subdivision Committee in our meeting on January 7`h, as well as to the surrounding neighbors of our new Cherry Creek Estates community on Cherry Tree Road and Hazel Dell Pazkway. Mr. Jim Nelson has prepazed separate commitments for the road improvements for the new east /west thoroughfaze that were discussed duruig the approval process. It is my understanding that those commitments are ah-eady in your possession. After numerous meetings with surrounding property owners, Platinum Properties has agreed to the following: Spring Creek: Installation of an 8' fence along our north boundary, from a point behind Spring Creek lot 16 to Spring Creek lot 28. The fence will not be installed any closer than 8' to the property line without the consent of the adjouung resident. Approximately 70 trees are planned along this boundary with 30 planted in the common azea on the Spring Creek side of the property. These trees will include 12-15 conifers (6-8" height) and 15-18 deciduous (1.5 - 2" caliper). A concept plan of the fence and landscaping has been submitted to Staff. Delaware Trace: The plat will include a 20' conservation easement to insure the protection of the existing tree line. The Conservation Easement will be defined in the Covenants and Restriction of the neighborhood. 317 818 2900 • 317 818 2910 fax 9551 Delegates Row• Indianapolis, IN 46240 ~_" ,` ;~ ~ . . All homes that back up to Delaware Trace (Cherry Creek Estates lots 74 to 86) will have a full brick wrap (brick on all four sides of the home to a height equal to or greater than the first floor level). Each home that backs up to Delaware Trace will include at least three reaz yard trees (conifers of 8' and deciduous of at least 2" caliper). These trees are in addition to the 3 already required by the developer for each home site. A plan will be submitted for these lots to Scott Brewer for exact plant type and size. A wallcing trail location that initially concerned the residents has been moved on the plat. Additional tree plantinES: A landscape plan has been submitted. The plan calls for almost 1500 new trees be planted on the site as follows: • 70-new trees along the Spring Creek property line • over 250 new trees along the new east / west boulevazd • over 350 trees in common azeas • a requirement that the builder (Pulte Homes or successor) install a minimum of 3 trees per home site (820 trees) The final species and locations will be subject to a final approval of the plan by Scott Brewer. The above considerations are the result of meeting with surrounding homeowners, input from the Planning Department Staff and the comments of the Sub Division Committee. Respectfully Submitted: ~~"` Paul Rioux President Platinum Properties, LLC