Loading...
HomeMy WebLinkAboutCorrespondence 5 r u a 3939 Priority Way South Drive Cripe In 400 Indiaapolis, Indiana 46240 317.844.6777 FAX# 317.706.6464 www. cripe.biz TRANSMITI L Architects Engineers p,y Solutions by Design Since 1937 ¢S DOCS Date: 12/11/08 Cripe Job 060384 -20300 r J ,t To: City of Carmel Re: 131st Street and US 31 Infrastructure Department of Community Services 1328 -1440 West Main Street One Civic Square, 3rd Floor Carmel, IN 46032 Attention: Angie Conn 571 -2417 We are sending you the following items via: Courier Shop Drawings Prints X Plans Samples Specifications Copy of Letter Change Order X Attached Report Other Copies Date Description 12/10/08 Copies of Response Letters 1 ■2' 12/10/08 24 x 36 Construction Documents 1 12/11/08 CD w /Electronic Files THESE ARE TRANSMITTED as checked below: X For Approval Submit Approved as Submitted Copies for Approval For Your Use Return Approved as Noted Copies for Distribution As Requested Not Approved Reviewed for Compliance Signature Requested Resubmit Corrected Prints For Review and Comment Remarks: Please feel free to contact Chris Wiseman, Project Manager, at 706 -6429 or cwiseman @cripe.biz with any questions. c: Browning Signed: Sherri Wilson, Permit Specialist, 706 -6419 Scanned to file swilson @cripe.biz Transmittal Only: David Lach, Cripe Notice: The drawing /computer files listed above are the property of Cripe Architects Engineers and are transmitted for reproduction use only. Any modification or reuse of the documents without written permission from Cripe Architects Engineers is prohibited. Any person or entity using these documents for any purpose other than the project for which they were originally intended, with or without permission from Cripe Architects Engineers, by their use agrees to indemnify and hold harmless Cripe Architects Engineers from any Toss, including, but not limited to attorney's fees occurring from their use. O: \2006\ 060384 \20300 \DOCS \PERMITS \RE SUBMITTAL 12-11-08 \TRANSMITTAL_CARMEL DOCS_2008_12_1 1.DOC C rijD.e -.4%,...v. Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz December 11, 2008 T w ii Gregory Ilko Crossroad Engineers, PC 3417 Sherman Drive Beech Grove, IN 46107 RE: 131st Street and US 31 Dear Greg: Thank you for your comment letter dated November 17, 2008. Please find our responses below. 1. Comment: Per Section 102.02 vii of the manual, the hydraulic grade line shall be indicated on the profiles to demonstrate that the hydraulic grade line remains below the rim elevation for the design condition. Please review and revise. The plan and profile sheets do not show the hydraulic grade lines and noted above. Please review and revise. Response: The hydraulic grade line has been added to the profiles. See sheets C701 -C702. 3c. Comment: One or more typical cross sections of all proposed channels or other open drainage facilities (detention area, to include a cross section at the proposed walls) carried to a point above the 100 -year high water and showing the elevation of the existing land and the proposed changes, together with the high water elevations expected from the 100 -year storm under the controlled conditions called for by the City of Carmel's Stormwater Management Ordinance. Typical cross sections providing the required information were found in the construction plans. Please review and revise. Response: Added cross section A and B for Pond No. 1 and No. 2 to Sheet C301 which illustrate the characteristics of the pond. 3f. Comment: Typical cross section of pond is not in accordance with standard cross section. Typical cross sections providing the required information were found in the construction plans. Please review and revise. 0: \2006\ 060384 \20300 \docs \Permits \Response letter_Crossroads_2008_12_1 1.doc safi n' e Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz Response: The cross sections have been revised. See sheet C301 for details. 4d. Comment: Pipe velocities for full flow not average velocities or velocities resulting from conveying the flow from the design storm in accordance with Section 305.03 of the manual. Structures 712, 710, 719 do not meet the minimum slope requirements for pipe velocities per Section 305.03. Please review and revise. Response: The profile slopes have been revised to meet minimum velocity requirements. Please refer to revised plan and profiles in the C700 series for revised slopes and the revised drainage report for confirmation of calculations. 7d. Comment: All Stormwater detention facilities shall be separated from any road right -of -way by no less than fifty (50) feet, measured from the top of bank or the 100 -year pool if no defined top of bank is present. The October 17 response states that "landscaping and guardrails (by INDOT)" deter vehicles from entering the pond. The submitted topographic information provided and the latest imaging available does not show guardrails along the right -of -way. Is the installation of guardrail an item INDOT has committed to in the future? If the existing right of way fence is to be used for a temporary barrier for vehicular traffic in advance of any proposals from INDOT, this is to be approved by the City Engineer's office. Any proposed landscape to be used to deter vehicular traffic shall also be approved by the City Engineer's office. Response: Per discussion with Gary Duncan due to the distance from the existing travel lane, the installation of a berm and existing vegetation for the basins are acceptable. 7e. Comment: Detention basins shall be sized to detain the runoff from the fully developed right -of -way per the City of Carmel 20 -year Thoroughfare Plan, across all frontages, regardless of existing watershed boundaries or drainage breaks /divides. The acreage of the full right -of -way width shall be included in the overall acreage of the development in determining the allowable release rate. The full width right of way has been treated as an "offsite contribution but should be considered in the calculation of the allowable release rate. Please review and revise. In addition, Section 1.2 of the submitted drainage report defines this submittal states "This report summarizes the master plan design for the Stormwater management system for the entire development" but in Section 4.0, the drainage report makes reference to "master plan of overall area O: \2006 \060384 \20300 \does \Permits \Response letter _Crossroads_2008_12_11.doc Page 2 ri e Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz prepared by Schneider but none of this data has been provided. If this data is beneficial to the overall analysis of this site, please include it with the drainage report. Response: The PRE exhibit has been revised as well as the Drainage Report to reflect the full width right -of -way being added to the allowable calculation also. Schneider report has been added as a section in the Appendix. 9a. Comment: The flow path from the development outfall(s) to a regulated drain.or natural watercourse (as determined by the City of Carmel) shall be provided on an exhibit that includes topographic information. Please review and revise accordingly. The response states that "these shall be included in the drainage report", but nothing was found in the submittal to address this issue. Please review and revise. Response: Refer to Sheet C301 for Flood Route Overflow Path and storm sewer pipe flows illustrating storm water directions. 9b. Comment: Where the outfall from the Stormwater drainage system of any development flows through real estate owned by other prior to reaching a regulated drain or watercourse, no acceptance shall be granted for such drainage system until all owners of real estate and /or tenants crossed by the outfall consent in writing to the use of their real estate through a recorded easement or are notified of such proposal and their rights to appeal any approval of the design. Proof of this notification must be submitted to the jurisdiction entity. The plans call for the proposed outlet structure to be bored structure under U.S. 31. Any approvals that are required from INDOT for this proposed construction must be submitted to the City of Carmel prior to approval of this drainage plan. This has been noted. Again, any approvals that are required (received) from INDOT for this proposed construction must be submitted to the City of Carmel prior to approval of this drainage plan. Response: Comment noted. Once INDOT approval has been received, a copy will be forwarded to the city. 10. Comment: Per section 305.02 of the manual, the piping network shall be sized to accommodate runoff from the 10 -year return frequency storm of the fully O:\ 2006 \060384 \20300 \docs \Permits \Response letter_Crossroods_2008_12_1 I.doc Page 3 C npe Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz developed right -of -way per the City of Carmel.20 -year Thoroughfare Plan when detention facilities are not located adjacent to the main thoroughfare. The piping network shall include stubs for future connections by the future,road improvement project. Please review and revise. The submitted response is that INDOT will collect runoff "during the reconstruction of the interchange of U.S. 31 and intersection of 131st and Pennsylvania Streets Please provide details as to what is being proposed as it relates to the improvements along, the frontage of this site. Response: Please refer to the attached plan and profile prepared for the INDOT improvements at this intersection and along US 31. No storm sewer plans have been provided to Cripe at this time. 16. Comment: Please cross reference the detail W -1 shown on sheet with the detention area notes on sheet C301. Response: Added cross sections detail on Sheet C301 illustrating water quality depth, but detail W -1 remains on the C400 series. Please contact me at 317- 706 -6429 or cwiseman @cripe.biz with any further questions or concerns. Sincerely, CR HITECTS ENG NEERS hristopher M. Wiseman, P.E. Project Manager cc: Angie Conn; Carmel Department of Community Services Greg Ilko, CrossRoad Engineers Greg Noyes, Hamilton County Surveyor's Office Jamie Browning, Browning Terry Hebert, Browning Jeff Bower, Browning Amanda Foley, City of Carmel Nick Redden, City of Carmel Mike McBride, City of Carmel O; \2006 \060384 \20300 \docs \Permits \Response letter _Crossroads_2008_12_11.doc Page 4 C tipe Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz Paul Pace, Carmel Utilities Distribution Paul Arnone, Carmel Utilities Collection John Duffy, Carmel Utilities Nick Jahn, VS Engineering Jay Gibson, CDG Consulting David Lach, Cripe O: \2006 \060384 \20300 \dots \Permits \Response letter _Crossroads_2008_12_11.doc Page 5 crib pe Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz December 11, 2008 Steve Cook Water Distribution Manager Water Wastewater Utilities 3450 W. 131 Street Westfield, IN 46074 RE: 131St Street US 31 Dear Steve: Thank you for your letter of October 28, 2008. Please find our responses below. Comment: Move valves on 8" watermain to 12" watermain side. Response: Shifted valves to west side of access drive. See Sheet C501. Comment: Watermains must terminate with a hydrant, not a cap. Response: 8" waterline stubbing over to the east will be a lateral for the building so terminated with a cap instead of a fire hydrant. Please contact me at 317- 706 -6429 or cwiseman @cripe.biz with any further questions. Sincerely, CRIPE ITECTS ENGINE RS Christopher M. Wiseman, P.E. Project Manager cc: Angie Conn, Carmel Department of Community Services Greg Ilko, CrossRoad Engineers Greg Noyes, Hamilton County Surveyor's Office Jamie Browning, Browning Terry Hebert, Browning Jeff Bower, Browning O:\ 2006\ 060384 \20300 \docs \Permits \Response Letter_Carmel Water_12- 11.doc Cripe Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz Amanda Foley, City of Carmel Nick Redden, City of Carmel Mike McBride, City of Carmel Paul Pace, Carmel Utilities Distribution Paul Arnone, Carmel Utilities Collection John Duffy, Carmel Utilities Nick Jahn, VS Engineering Jay Gibson, CDG Consulting David Lach, Cripe Client Name Company Name Date Page 2 ripe Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz December 11, 2008 Aaron Hoover Carmel Sewer Collections Inspector City of Carmel 760 3rd Avenue S.W. #110 Carmel, IN 46032 RE: 131st Street and US 31 Aaron: Thank you for your comments received via email. Below, please find our response. Comment: All of the manholes proposed for installation have 8" PVC pipes stubbed out for future connection. I wanted to make sure that these manholes have their exteriors coated, and that pressure -rated caps are used to terminate these pipe stubs in lieu of plugs. Also, for the future stub located at STA 8 +50, on the north side of the project, a manhole will need to be installed not an 8x8 "T Response: General note 15 has been added informing the contractor to exterior coat the manholes. Keynote 1 and 2 have been reworded to indicate pressure rated caps rather than stubs and the "T" has been removed and another stub placed in manhole 803. Refer to Sheet C501 for these revisions. Please contact me at 317- 706 -6429 or cwiseman ©cripe.biz with any further questions or concerns. Sincerely, CRIPE HITECTS ENGINEERS Christopher M. Wiseman, P.E. Project Manager 0: \2006 \060384 \20300 \docs \Permits \Response letter Carmel Sewer _2008_ 12 -1 1.doc Cripe Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz cc: Angie Conn, Carmel Department of Community Services Greg Ilko, CrossRoad Engineers Greg Hoyes, Hamilton County Surveyor's Office Jamie Browning, Browning Terry Hebert, Browning Jeff Bower, Browning Amanda Foley, City of Carmel Nick Redden, City of Carmel Mike McBride, City of Carmel Paul Pace, Carmel Utilities Distribution Paul Arnone, Carmel Utilities Collection John Duffy, Carmel Utilities Nick Jahn, VS Engineering Jay Gibson, CDG Consulting David Lach, Cripe Client Name Company Name Date Page 2 C ri pe Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive „Suite 400 Indianapolis, Indiana 46240 www.cripe.biz December 11, 2008 David Littlejohn Alternative Transportation Coordinator City of Carmel, Department of Community Services One Civic Square Carmel, IN 46032 RE: 131 Street and US 31 Dear David: Thank you for your comment letter dated November 14, 2008. Please find our responses below. ALTERNATIVE TRANSPORTATION REVIEW COMMENTS 1. Comment: The Carmel Clay Alternative Transportation Plan requires a 5' sidewalk on each side of internal streets. Please revise your plans to include this change. Response: Due to road remaining as a private drive only the north side shall have concrete walk installed. 2. Comment: Please provide sidewalks along the entire length of the internal streets to its intersection with 131 St St. Response: See revised site plan Sheet C201 illustrating the sidewalk extending down to 131st Street. Please contact me at 317- 706 -6429 or cwiseman @cripe.biz with any further questions or concerns. Sincerely, CRIP CHITECTS ENGINEERS istopher M. Wiseman, P.E. Project Manager O: \2006\ 060384 \20300 \docs \Permits \Response letter_Carmel Ali Trans_2008_12_11.doc C npe D Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz cc: Angie Conn, Carmel Department of Community Services Greg Iiko, CrossRoad Engineers Greg Hoyes, Hamilton County Surveyor's Office Jamie Browning, Browning Terry Hebert, Browning Jeff Bower, Browning Amanda Foley, City of Carmel Nick Redden, City of Carmel Mike McBride, City of Carmel Paul Pace, Carmel Utilities Distribution Paul Arnone, Carmel Utilities Collection John Duffy, Carmel Utilities Nick Jahn, VS Engineering Jay Gibson, CDG Consulting David Lach, Cripe O: \2006 \060384 \20300 \docs \Permits \Response letter_Carmel All Trans_2008_12_11.doc Page 2 C tipe Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz December 5, 2008 Greg Noyes Hamilton County Surveyor's Office On Hamilton County Square, Suite 188 Noblesville, IN 46060 -2230 RE: 131st Street and US 31 Dear Greg: Thank you for your comment letter dated November 18, 2008. Please find our responses below. 1. Comment: The project is located in the incorporated area and MS4 jurisdiction of the City of Carmel. Response: Comment noted. 2. Comment: The project falls in the J.R. Collins No. 1 Regulated Drain Watershed. Response: Comment noted. 3. Comment: Please submit the following procedural items with.the revised construction plans to this office, Petition for Reconstruction and Relocation (52.0), outlet permit, engineer's estimate, and a bond for 120% of reconstruction /relocation cost. The applications are available on our website at http: /www.co.hamilton.in.us, go to Departments, Surveyor, and Forms. Response: Attached are the above mentioned documents with the exception of the engineer's estimate and bond which will be provided by Browning. 4. Comment: HCSO has reviewed the drainage calculations and preliminarily agrees with the release rates, pending review for compliance with Carmel's standards. Response: Comment noted. Refer to response letters to Crossroads and the City of Carmel verifying all outstanding comments have been addressed. 5. Comment: Please change the note to properly plug the J.R. Collins #1 tile just upstream of the CMP breather. Another breather will not need to be placed on O:\ 2006\ 060384 \20300 \dots \Permits \Response letter HSCO_2008_12_11.doc r� e Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz the end of the tile, if the tile does not extend beyond 5 feet from the current breather. Response: Added keynote 32 on Sheet C101 to install plug 5 feet upstream of existing breather. 6. Comment: Please provide a copy of the INDOT permit for the construction of the outlet pipe within the US 31 Right -of -way. Response: INDOT is still in the review process. Once the permit is received a copy will be forwarded to the Surveyor's Office. 7. Comment: How will this property be divided into lots, detention areas, private drive area, etc? How are easements going to be conveyed to the appropriate utilities? Will this be done by plat? Some easement will be required for the new J.R. Collins #1 Regulated Drain. Response: All easements will be conveyed by exhibit and legal description. These exhibits shall be forwarded for your review once completed prior to recording. 8. Comment: Please note that further comments may be necessary at a later date. Response: Comment noted. Please contact me at 317- 706 -6429 or cwiseman @cripe.biz with any further questions or concerns. Sincerely, CRIPE ITECTS ENGINEERS Christopher M. Wiseman, P.E. Project Manager cc: Angie Conn, Carmel Department of Community Services Greg Ilko, CrossRoad Engineers Greg Noyes, Hamilton County Surveyor's Office Jamie Browning, Browning Terry Hebert, Browning Jeff Bower, Browning Amanda Foley, City of Carmel O: \2006 \060384\ 20300 \docs\ Permits \Response letler_HSCO_2008_12_11.doc Page 2 C t pe Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz Nick Redden, City of Carmel Mike McBride, City of Carmel Paul Pace, Carmel Utilities Distribution Paul Arnone, Carmel Utilities Collection John Duffy, Carmel Utilities Nick Jahn, VS Engineering Jay Gibson, CDG Consulting David Loch, Cripe O: \2006 \060384 \20300 \docs \Permits \Response lelter_HSCO_2008_12_11.doc Page 3 Cilp Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz December 10, 2008 Mr. Gary Duncan City of Carmel One Civic Square Carmel, IN 46032 RE: 131St Street and US 31 Phase 1 Infrastructure Dear Gary: Thank you for your comment letter dated November 26, 2008. Please find our responses below. 1. Comment: Please verify if the Agreement dated September 26, 2007 has been modified to include the final value established at the last meeting between the City and Browning. Response: Browning to coordinate this document with the City of Carmel directly. 2. Comment: It appears that signage is required to be placed in the INDOT work Zone Safety Manual. The distance from the work zone to the Road Construction Ahead sign may be reduced to 350 -feet. It appears that signage is required to be placed in the INDOT right -of -way. As previously stated, all proper permits from INDOT are required. Please confirm if Vectren will do the open cut of Main Street. If this is not the case, maintenance of traffic plan will need to be developed and included with this plan set. Response: Please refer to the revised Sheet C603 for dimension revisions. Cripe has contacted INDOT and Vectren and are awaiting formal responses in regards to sign placement and open cut. 3. Comment: The Department is verifying that detention is provided for this area of the church property with Crossroad Engineers. Response: Noted refer to Drainage Report for confirmation that post developed area after private drive construction is Tess area than the Masterplan indicated. Refer to Appendix C for the Map and previous report. 4. Comment: April 29, 2008 letter Comment 21; July 30, 2007 letter Comment 421. The Development Plan did not indicate the requisite storm water /drainage O: \2006 \060384 \20300 \docs \Permits \Response letter_City of Carmel Eng_2008_12_10.doc Cripe Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz information required by Section 100 of the Storm Water Technical Standards Manual. Please include such information required by Section 100 of the Storm Water Technical Standards Manual. Please include such information on the construction plans. Response: Information has been supplied on the C200, C300,and C500 series in the construction documents. 5. Comment: All permits required from the INDOT for the storm sewer bore under US -31 shall be obtained prior to approval of the construction drawings. Please keel this department updated on the status of this approval. Response: Cripe has formally applied for the INDOT Crossing Permit. Once a copy is received, we will forward it the City for your files. 6. Comment: There shall be no castings'for storm, sewer, water or other utilities in pavement, curb, sidewalk or path within the City right -of -way. Thank you for changing the note. However, the note has not been changed to completely conform to this requirement. Response: Note has been changed. 7. Comment: The Department understands that the commitment provided includes the value of the construction of this path. Response: Browning to coordinate this document with the City of Carmel directly. 8. Comment: Please confirm with the DOCS the need for interim pedestrian connectivity into the site from the intersection of 131St Street and Pennsylvania Street. Please keep this department updated on the status of this issue. Response: Please refer to the Sheet C201 for the sidewalk extension to 131st Street. 9. Comment: Please resolve any outstanding issues related to the sidewalk of the interior access drive with DOCS. Given the proposed development to the east and planned roadway connection, the Department is confirming if the proposed private street now needs to be a public street constructed to City standards. Response: At this time the road shall be constructed and labeled as a private drive and a sidewalk shall be installed along the north side of the access drive only. 10. Comment: Please stamp the plans "Approval Pending -Not for Construction" until plans are approved. It was not apparent where these notes were indicated on each sheet. O: \2006 \060384 \20300 \dots \Permits \Response letier_City of Carmel Eng_2008_12_10.doc Page 2 C ripe Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz Response: Removed seal and placed this in certification box. 11. Comment: Please add a note to the plans that requires removal of the portion of the existing driveway within the proposed right -of -way to conform to the requirements Of Carmel City Code Section 6- 227(h). It was not apparent where this note was indicated. Response: Refer to keynote 33 added to Sheet C101 stating this requirement. 12. Comment: Are any tree preservation easements or landscaping easement planned? If so, are such easements overlapped by drainage, utility, sewer or other easements? A variance is required for these easements to overlap. Since it has been indicated that the plant material will not be placed within the pond area, is it possible to separate these easements or minimize the amount of overlap to better support the variance? Response: The tree preservation and landscaping easement shall overlap in the drainage easement along the US 31 corridor. There are no other utility easements proposed along the US 31 corridor. At this time Browning Day is preparing a buffer yard planting plan for this development to identify the areas where plantings will occur. 13. Comment: Please show the 25 -foot building setback from the 100 -year elevation of the storm water management facility. It was not apparent that these setback lines were labeled on the plan sheets. Response: Refer to Sheet C201 for setback Tine and labels. 14. Comment: Please indicate a Non Access Easement across the 131St Street frontages. It was not apparent that this easement labeled on the plan sheets. Response: Refer to Sheet C201 for added 2' non access easement on the frontage of 131st Street. 15. Comment: Please indicate the centerline radius of the internal access road. The City minimum is 150- feet. Given the proposed development to the east and planned roadway connection, the Department is confirming if the proposed private street now needs to be a public street constructed to City standards. Response: Added same curve table that was provided on Sheet C601 to Sheet C2O1 which indicates the radius exceeds the min. of 150'. At this time the road shall remain private. t the curb return radii of the proposed 16. Comment: Please indicate osed commercial p p entrance. It was not apparent where these radii were indicated. O: \2006 \060384 \20300 \does \Permits \Response letter_Ciiy of Carmel Eng_2008_12_10.doc Page 3 v ri e Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz Response: The radius is 40' to the back of the curb and is labeled on Sheet C201 for the main entrance and 25' radius at the entrance to the Hotel parcel. 17. Comment: Please verify that the pond is contained in an easement a minimum of 15 -feet from the 100 -year elevation or the top of the bank. Please also verify that a 20 -foot access easement is provided to access the pond for maintenance. The limits of these easements were not clear on the plan sheets submitted nor was it apparent where the access easement located. Response: The lines and labels have been properly addressed for the easements on Sheet C201 and a hatched area identifies the 20' access path to the pond from the easement. •The path across the lot through the parking lot shall be through the drainage easement along the enclosed storm sewer. 18. Comment: The Department recommends that Detail PV -36 be revised to conform to the City's Local Street standard pavement section. Given the proposed development to the east and planned roadway connection, the Department is confirming if the proposed private street now needs to be a public street constructed to City standards. Response: The road shall remain private so detail PY -36 will not be revised. 19. Comment: Please add the City's 604 SWCR -02 detail for ADA ramps in the right of -way (if any are planned). The Detail provided is not the City's standard detail for this application. Response: Inserted new City detail and deleted previous detail on Sheet C203: 20. Comment: Please indicate City standard SSD under the gravel shoulder on Detail 16. Please also indicate this piping on the Utility Plan. Please indicate the SSD under the gravel shoulder. A second SSD is under the swale if there is a swale adjacent to this shoulder. It was not apparent on the utility plan that these are an SSD proposed under the swale west of the entrance drive. Is this a temporary swale similar to the interior swale between the two building lots? Response: Due to INDOT removing and replacing this roadway and swale in the future this pipe has not been added at this time. The swale west of the drive shall be reworked during the intersection improvements by INDOT thus is a temporary swale. 21. Comment: Detail TR -9 is not appropriate for installation in the right -of -way. The detail still shows the post set in concrete. Is there a requirement for a breakaway attachment for such installations? Response: Stop sign has been removed from this project at this time. O: \2006\ 060384\ 20300 \docs\ Permits \Response letfer_Cify of Carmel Eng_2008_12_10.doc Page 4 ri e Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz 22. Comment: Please add'the definitions from the Storm Water Technical Standards Manual for MFPG and MLAG to the plans sheets. Please contact this office for the definitions. Thank you for adding the definitions. However, the definitions are not complete. Response: Definitions added to Sheet C301 and C302. 23. Comment: Please review the 50 -foot separation requirement between the top of bank or 100 -year pond elevation and the INDOT right -of -way with this Department. Thank you for your response. However, these detention ponds will not conform to the requirements of the policy until INDOT improves US -31. Response: Basin No. 1 has'a proposed berm 2' high and is located 60' from the toe of slope of the INDOT US 31 north bound travel lane thus it is our opinion this has adequate separation. Basin No. 2 is 60' from toe of slope to an existing heavily wooded/ vegetated area that is being preserved along the west side of the basin which is our opinion that this is adequate separation. 24. Comment: Please coordinate the open cut for the gas service with the Alexandria Development. If located in an area to be resurfaced by the Alexandria project, the City requests that the gas main tap be completed prior to any resurfacing operations. The Department restates this comment. Response: Cripe has contacted Vectren to verify how they will construct the gas line and to establish the schedule for coordination with Alexandria development. Note that this pavement will be removed and replaced in its entirety once the INDOT project starts. 25. Comment: The Department suggests the installation of City standard SSD under the curbing of the interior access drive. SSD is required under all curbing in the right -of -way. Given the proposed development to the east and planned roadway connection, the Department is confirming if the proposed private street now needs to be a public street constructed to City standards. SSD is required under the curbing in the right -of -way due to the possibility of these improvements in the right -of- way being in place for several years. Response: The road shall remain private so the SSD will not be added under the entire curb at this time. However a 5' stub shall be added at each Structure located in the private drive extending down the curb line. 26. Comment: Please revise the "special backfill" specification on the "Trench Detail and Trench Schedule" Detail to require backfill to City standards for installations 0:\ 2006 \060384 \20300 \dots \Permits \Response letfer_Ciiy of Carmel Eng_2008_12_10.doc Page 5 Cilpe Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz in rights -of -way. Thank you for making the requested revisions. Please delete the text that reads: "Special Backfill shall conform to INDOT 211..02b.' Response: Deleted text from detail on Sheet C703. 27. Comment: Please add the City's standard cover and backfill notes for sanitary sewer main and lateral water main and lateral installation in City rights -of -way. It was not apparent that this language has been added to the plan set. Response: Refer to Sheet C703 for additional language added to detail. 28. Comment: Please include the City standard SSD under curb detail. SSD shall be double wall Hancor Hi -Q or equivalent. The Department restates this comment. Please refer to comment 26 of this letter. Response: Note 24 has been previously added to Sheet C501 but the road will remain private therefore no SSD will be added under the curb at this time. 29. Comment: Please show the existing and proposed utility crossings on the street profile. Information shall include pipe sizes and invert elevations. The utility crossings were not shown. Response: Refer to Sheet C601 and C602 for added crossing information. Note that crossing information is relative to the centerline. 30. Comment: Please remove the references to Tomlinson Road. The reference to Tomlinson Road is still on the sheet. Response: Plan now references 131st Street. 31. Comment: The construction drawings will need to address modifications to (or removal of) the existing church access roadway. The City requests the removal of the existing and future access road. The pond overflow shall be accommodated in some fashion also. There is a limited receiving system to the east. The Department. rescinds this previous comment; however, the watershed presently draining to the curb turnouts cannot be increased by the new development. The Department rescinds the comment related to the proposed drainage system accommodating the church pond overflow; however, please continue to show the culvert under the access road extension. Response: Please refer to added Appendix in drainage report and exhibit which illustrates that there is Tess area in the post developed condition flowing to the pond that per Arsee plan. O:\ 2006 \060384 \20300 \docs \Permits \Response letter_City of Carmel Eng_2008_12_10.doc Page 6 C npe -ftasp-v. Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz 32. Comment: Please label all existing right -of -way, including the Grand Boulevard right -of -way. Thank you for making the requested revision; however, the rights of -way are not completely labeled. Response: 90' R/W and Instrument number 1 included on Sheet C202. 33. Comment: Please confirm with the DOCS the need for pedestrian connectivity along the easternmost access drive. Please keep this Department updated on the status of this approval. Response: No sidewalk shall be extended down Grand Boulevard at this time. 34. Comment: All piping and swales to convey off -site storm water and flood route shall be contained in 30 -foot easements. It was not apparent where these easements are provided. Will there be blanket easements on these properties? There are no easements over the drainage piping from the internal roadway, no drainage easements over any piping between the detention ponds and the church property. Response: Easements shall be dedicated via exhibit and description. Exhibits shall be provided for review prior to recording. 35. Comment: Thank you for your response. Even though the extension of.the existing access road to the church is within right -of -way and will be privately maintained, the connection will require Board of Public Works and Safety approval since it represents a change in use. Response: Cripe shall request this road cut to Board of Public Works: 36. Comment: Thank you for your response. The right -of -way dedication documents may be obtained from Dick Hill. Response: Browning.shall contact Rick Hill to complete this process. 37. Comment: Thank you for your response. The Department requires certified engineer's estimates; not bid values. Response: Engineer estimates shall be provided for the bonds. 38. Comment: Thank you for your response. Please contact Dick Hill to recalculate the fees. Response: Browning shall contact Rick Hill to complete this process. 39. Comment: The rights -of -way lines of US -31 are not labeled on the cover sheet. Response: Label has been added to the Cover Sheet. 0: \2006 \060384 \20300 \dots Permits \Response lefter_City of Carmel Eng_2008_12_10.doc Page 7 Cripe ‘11610..-. Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz 40. Comment: The Department restates the comment related to the residual piece of the original church property on the north side of US -31. Response: This shall be coordinated with Dick Hill •to determine fees. ADDITIONAL COMMENTS FROM THIS REVIEW 41. Comment: Please revise the "granular backfill" reference in the. legend on each. sheet of the 700 series to be the same as the legend on the sanitary sewer profile sheets. Response: Update label in legend in C700 and C800 series. 42. Comment: Thank you for your response Comment No. 7 of the letter dated May 15, 2008 from the County Surveyor's Office. The response provided references the crossing permit application and not the question about detention. Response: Due to the lack of a firm plan from INDOT we are moving forward with these construction plans. 43. Comment: A legal description of Parcel B was not included on any of the plan sheets. Response: Added legend description for Parcel 8 to Sheet C100. 44. Comment: is it accurate to indicate the Cover Sheet that there are 1.208 -acres of right -of -way being dedicated? The right -of -way indicated the ROW -B was not dedicated; rather it was broken out as its own parcel /tract. Response: Deleted dedicated from label on Cover Sheet and Site Plan. 45. Comment: BPW approval is required for the open pavement cut for the proposed gas service and for any lane restrictions. Please also refer to Comment No. 24 of this letter. Response: Cripe has contacted Vectren to verify how they will construct the gas line and verify schedule for coordination with Alexandria development. Note that this pavement will be removed and replaced in its entirety once the INDOT project starts. 46. Comment: Is it possible to relocate the proposed water main isolation valve outside of the right -of -way for the future roundabout? Response: Shifted valve approximately 60' to the north to keep out of future roundabout. O: \2006 \060384 \20300 \dots \Permits \Response letfer_City of Carmel Eng_2008_12_10.doc Page 8 C ri pe G Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz 47. Comment: Please confirm pipe run 725 -724 is for the existing detention pond overflow. Is the invert of 725 above the 100 -year elevation of the existing system? Response: Pipe run 725 -724 is only for pond overflow. Per Arsec report added to Appendix the 100 -year is 869.95 and is proposed invert is 870.25 which is higher then 100 -year elevation. 48. Comment: Assuming that the 18 -inch pipe between structures 725 and 724 is not sized for the overflow of the existing church detention system, whee is the new overflow weir and what is the maximum water surface elevation associated with this overflow? Does this have a negative impact on the existing and planned church building FFE /MFPG? Response: This 18" pipe is the overflow route of the pond. 49. Comment: Does any part of the west side of the existing church access need to be re- worked for drainage: Response: Refer to C302 for extra spot elevation around the curb cut and the access drive to the church. 50. Comment: Is the proposed curb turnout north of the existing church access adequate for the watershed drainage to it? Does this curb turnout require stabilization down into the detention area? Response: Refer to Sheet C402 for Rip -rap at end of concrete turn -out. Refer to calculation in Drainage Report for sizing and spread at turn -out locations. 51. Comment: Does the existing church detention area accommodate the new impervious area draining to it? This area generally drains to the east away from the pond. There cannot be an increase in flow to the south and the east due to the existing outfall conditions. The Department expects the existing church detention facility will need to be enlarged to detain the additional runoff from the increase in impervious area due to the proposed grading of the extension of the access road. Also, the Department expects that due to the lack of a normal crown in the access road, the watershed draining to the existing curb turnouts immediately north of 131.st Street is increasing; which is undesirable. Response: Please refer to added Appendix in drainage report and exhibit which illustrates that there is less area in the post developed condition flowing to the pond that per Arsee plan. O: \2006 \060384 \20300 \dots \Permits \Response letter_City of Carmel Eng_2008_12_10.doc Page 9 C ilpe Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz 52. Comment: Please indicate why the pipe run 705 -704 does not follow the parcel /tract line. Response: Due to the.existing fiber optics line this storm need to cross at a 90' thus not paralleling a lot line. 53. Comment: The. curb turnouts will require a variance from Section 305.05 of the Storm Water Technical Standards which indicates that: "Inlets or drainage structures shall be utilizedto collect surface water through grated openings and convey it to storm sewers,•channels, or culverts." Assuming the variance is approved, is the 'allowable gutter spread and minimum lane width maintained on the new access roadway with the lack of a normal crown? Response: The turn out for the 131St Street Improvements are temporary and INDOT shall remove and rework drainage in the future. The. turnout on the private drive located in Grand Boulevard was added to minimize the storm water runoff to the east. Calculations illustrating gutter spread was added to the drainage report illustrating a clear travel lane is present at these locations. Please contact me at 317- 706 -6429 or cwiseman @cripe.biz with any further questions or concerns. Sincerely, CRIPE ARCHITECTS ENGINEERS C Christopher M. Wiseman, P.E. Project Manager cc: Angie Conn, Carmel Department of Community Services Greg Ilko, CrossRoad Engineers Greg Hoyes, Hamilton County Surveyor's Office Jamie Browning, Browning Terry Hebert, Browning Jeff Bower, Browning Amanda Foley, City of Carmel Nick Redden, City of Carmel Mike McBride, City of Carmel Paul Pace, Carmel Utilities Distribution Paul Arnone, Carmel Utilities Collection O: \2006 \060384 \20300 \docs \Permits \Response letter_City of Carmel Eng_2008_12_10.doc Page 10 i c 0 ri e Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz John Duffy, Carmel Utilities Nick Jahn, VS Engineering Jay Gibson, CDG Consulting David Lach, Cripe O: \2006 \060384 \20300 \docs \Permits \Response leiter_City of Carmel Eng_2008_12_10.doc Page 11 3939 Priority Way South Drive cripe Suite 400 Indianapolis, Indiana 46240 317.844.6777 FAX# 317.706.6464 www.cripe.biz TRANSMITTAL Architects Englneers Solutions by Design Shies Tiff Date: 12/11/08 Cripe Job 060384 -20300 To: VS Engineering, Inc. Re: 131st Street and US 31 Infrastructure 4275 N. High School Road 1328 -1440 West Main Street Indianapolis, IN 46254 Attention: Nicholas Jahn 293 -3542 X137 We are sending you the following items via: Courier Shop Drawings Prints X Plans Samples Specifications Copy of Letter Change Order X Attached Report Other Copies Date Description 1 1 2/10/08 24 x 36 Construction Documents 1 12/11/08 CD w /Autocadd files and PDFs 1 12/10/08 Drainage Report THESE ARE TRANSMITTED as checked below: For Approval Submit Approved as Submitted Copies for Approval X For Your Use Return Approved as Noted Copies for Distribution As Requested Not Approved Reviewed for Compliance Signature Requested Resubmit Corrected Prints For Review and Comment Remarks: Please feel free to contact Chris Wiseman, Project Manager, at 706 -6429 or cwiseman @cripe.biz with any questions. c: Jamie Browning Angie Conn, Carmel DOCS .Signed: Sherri Wilson, Permit Specialist, 706 -6419 Scanned to file swilson @cripe.biz Transmittal Only: Notice: The drawing /computer files listed above are the property of Cripe Architects Engineers and are transmitted for reproduction use only. Any modification or reuse of the documents without written permission from Cripe Architects Engineers is prohibited. Any person or entity using these documents for any purpose other than the project for which they were originally intended, with or without permission from Cripe Architects Engineers, by their use agrees to indemnify and hold harmless Cripe Architects Engineers from any loss, including, but not limited to attorney's fees occurring from their use. O:\ 2006\ 060384 \20300 \DOCS \PERMITS \RE SUBMITTAL 12-11-08 \TRANSMITTAL_VS ENG_2008_12_1 1.DOC 3939 Priority Way South Drive ri a Suite 400 Indianapolis, Indiana 46240 wNIIIIIIIIIele 317.844.6777 FAX# 317.706.6464 www.cripe.biz TRANSMITTAL Architects Engineers Solutionsh Durkin Sinew 7987 Date: 12/11/08 Cripe Job 060384 -20300 To: Brighthouse Networks Re: 131st Street and US 31 Infrastructure 3030 Roosevelt Avenue 1328 -1440 West Main Street Indianapolis, IN 46218 Attention: Jason Kirkman 632 -9077 We are sending you the following items via: Courier Shop Drawings Prints Plans Samples Specifications Copy of Letter Change Order X Attached Report Other Copies Date Description 1 1 2/11 /08 CD w /electronic files THESE ARE TRANSMITTED as checked below: X For Approval Submit Approved as Submitted Copies for Approval For Your Use Return Approved as Noted Copies for Distribution As Requested Not Approved Reviewed for Compliance Signature Requested Resubmit Corrected Prints For Review and Comment Remarks: Please feel free to contact Chris Wiseman, Project Manager, at 706 -6429 or cwiseman @cripe.biz with any questions. c: Jamie Browning Angie Conn, Carmel DOCS Signed: Sherri Wilson, Permit Specialist, 706 -6419 Scanned to file swilson @cripe.biz Transmittal Only: Notice: The drawing /computer files listed above are the property of Cripe Architects Engineers and are transmitted for reproduction use only. Any modification or reuse of the documents without written permission from Cripe Architects Engineers is prohibited. Any person or entity using these documents for any purpose other than the project for which they were originally intended, with or without permission from Cripe Architects Engineers, by their use agrees to indemnify and hold harmless Cripe Architects Engineers from any loss, including, but not limited to attorney's fees occurring from their use. O:\ 2006\ 060384 \20300 \DOCS \PERMITS \RE SUBMITTAL 12- 11 -08\ TRANSMITTAL _BRIGHTHOUSE_2008_12_11.DOC 3939 Priority Way South Drive r 1 Suite 40 Indianapolis, Indiana 46240 317.844.6777 FAX# 317.706.6464 www.cripe.biz TRANSMITTAL Architects Engineers Sdutlans by Design Elms ISEff Date: 12/11/08 Cripe Job 060384 -20300 To: Browning Re: 131st Street and US 31 Infrastructure 6100 West 96th Street, Suite 250 1328 -1440 West Main Street Indianapolis, IN 46278 Attention: Kristy Myers- 344 -7300 We are sending you the following items via: Courier Shop Drawings Prints X Plans Samples Specifications Copy of Letter Change Order X Attached Report Other Copies Date Description 2 12/10/08 24 x 36 Construction Documents 3 12/10/08 Copies of Response Letters (Jamie Browning, Terry Hebert, Jeff Bowers) 1 n/a Dedication Deed of Public Rights -of -Way for Signature 1 n/a Right -of- Way /Street Cut Permit for Signature 1 n/a IDEM Rule 5 Notice of Intent for Signature 1 n/a IDEM Notice of Intent to Construct a Water Main Extension for Signature 1 n/a IDEM Sanitary Application for Signature 1 n/a Petition for Relocation and Reconstruction for Signature 1 n/a Carmel Stormwater Management Permit for Signature 1 12/11/08 Check Request for Outlet Permit Fees Hamilton County Surveyor 1 12/11/08 Check Request for IDEM Rule 5 NOI Fee THESE ARE TRANSMITTED as checked below: For Approval Submit Approved as Submitted Copies for Approval X For Your Use Return Approved as Noted Copies for Distribution As Requested Not Approved Reviewed for Compliance X Signature Requested Resubmit Corrected Prints For Review and Comment Remarks: Kristy, Please distribute the copies of the response letters and give 1 set of plans to Jamie and 1 set of plans to Terry. The applications need to be signed by Jamie and there are a couple that will need a notary. There are also 2 check requests. Please return all application with original signatures. Let me know if you have any questions I know it's a lot of stuff. Sherri c: Scanned to file Signed: Sherri Wilson, Permit Specialist, 706 -6419 Transmittal Only: Notice: The drawing /computer files listed above are the property of Cripe Architects Engineers and are transmitted for reproduction use only. Any modification or reuse of the documents without written permission from Cripe Architects Engineers is prohibited. Any person or entity using these documents for any purpose other than the project for which they were originally intended, with or without permission from Cripe Architects Engineers, by their use agrees to indemnify and hold harmless Cripe Architects Engineers from any loss, including, but not limited to attorney's fees occurring from their use. O: \2006\ 060384 \20300 \DOCS \PERMITS \RE SUBMITTAL 12-11-08 \TRANSMITTAL_BROWNING_2008_12_1 1.DOC 3939 Priority Way South Drive Cripe Suite 400 Indianapolis, Indiana 46240 317.844.6777 FAX# 317.706.6464 www.cripe.biz TRANSMITTAL Architects Engineers Solutions b y DosIon Shea N W Date: 12/11/08 Cripe Job 060384 -20300 To: City of Carmel City Utilities Re: 131st Street and US 31 Infrastructure Carmel Sewer Collections 1328 -1440 West Main Street 760 3rd Avenue S.W. #110 Carmel, IN 46032 Attention: Aaron Hoover 571 -2645 John Duffy 632 -9077 X291 We are sending you the following items via: Courier Shop Drawings Prints X Plans Samples Specifications Copy of Letter Change Order X Attached Report Other Copies Date Description 1 12/10/08 Response Letter 2 12/10/08 Copies of Response Letters 2 12/10/08 24 x 36 Construction Documents 2 n/a Draft IDEM Sanitary Application 2 n/a Draft IDEM Water NOI 2 12/10/08 Copies of Board of Public Works Letters 1 12/11/08 CD w /electronic files THESE ARE TRANSMITTED as checked below: X For Approval Submit Approved as Submitted Copies for Approval For Your Use Return Approved as Noted Copies for Distribution As Requested Not Approved Reviewed for Compliance Signature Requested Resubmit Corrected Prints For Review and Comment Remarks: Please feel free to contact Chris Wiseman, Project Manager, at 706 -6429 or cwiseman @cripe.biz with any questions. c: Jamie Browning Angie Conn, Carmel DOCS Signed: Sherri Wilson, Permit Specialist, 706-6419 Scanned to file swilson @cripe.biz Transmittal Only: Notice: The drawing /computer files listed above are the property of Cripe Architects Engineers and are transmitted for reproduction use only. Any modification or reuse of the documents without written permission from Cripe Architects Engineers is prohibited. Any person or entity using these documents for any purpose other than the project for which they were originally intended, with or without permission from Cripe Architects Engineers, by their use agrees to indemnify and hold harmless Cripe Architects Engineers from any loss, including, but not limited to attorneys fees occurring from their use. O: \2006\ 060384 \20300 \DOCS \PERMITS \RE SUBMITTAL 12-11-08 TRANSMITTALCARM EL COLLECTION_2008_12_11.DOC 3939 Priority Way South Drive Cripe Suite 400 Indianapolis, Indiana 46240 317.844.6777 FAX# 317.706.6464 www.cripe.biz TRANSMITTAL Anchrtects Englneers Solutions by Doilgn S1=8 1937 Date: 12/11/08 Cripe Job 060384 -20300 To: City of Carmel Re: 131st Street and US 31 Infrastructure Department of Community Services 1328 -1440 West Main Street One Civic Square, 3rd Floor Carmel, IN 46032 Attention: Angie Conn 571 -2417 We are sending you the following items via: Courier Shop Drawings Prints X Plans Samples Specifications Copy of Letter Change Order X Attached Report Other Copies Date Description 12/10/08 Copies of Response Letters 2 12/10/08 24 x 36 Construction Documents 1 12/11/08 CD w /Electronic Files THESE ARE TRANSMITTED as checked below: X For Approval Submit Approved as Submitted Copies for Approval For Your Use Return Approved as Noted Copies for Distribution As Requested Not Approved Reviewed for Compliance Signature Requested Resubmit Corrected Prints For Review and Comment Remarks: Please feel free to contact Chris Wiseman, Project Manager, at 706 -6429 or cwiseman @cripe.biz with any questions. c: Browning Signed: Sherri Wilson, Permit Specialist, 706 -6419 Scanned to file swilson @cripe.biz I Transmittal. Only: David Lach, Cripe Notice: The drawing /computer files listed above are the property of Cripe Architects Engineers and are transmitted for reproduction use only. Any modification or reuse of the documents without written permission from Cripe Architects Engineers is prohibited. Any person or entity using these documents for any purpose other than the project for which they were originally intended, with or without permission from Cripe Architects Engineers, by their use agrees to indemnify and hold harmless Cripe Architects Engineers from any loss, including, but not limited to attorney's fees occurring from their use. O: \2006 \060384 \20300 \DOCS \PERMITS \RE SUBMITTAL 12-11-08 VRANSMITTALCARMEL DOCS_2008_12_11.DOC 3939 Priority Way South Drive 1.1 a Suite 400 Indianapolis, Indiana 46240 317.844.6777 e FAX# 317.706.6464 www.cripe.biz TRANSMITTAL Architects Engineers Solutions bar Dubin Slew 7987 Date: 12/11/08 Cripe Job 060384 -20300 To: City of Carmel Re: 131st Street and US 31 Infrastructure Engineering Department 1328 -1440 West Main Street One Civic Square Carmel, IN 46032 Attention: Gary Duncan /Nick Redden 571 -2441 We are sending you the following items via: Courier Shop Drawings Prints X Plans Samples Specifications Copy of Letter Change Order X Attached Report Other Copies Date Description 1 12/10/08 Response Letters 12/10/08 Copies of Response Letters 2 12/10/08 24 x 36 Construction Documents 1 12/11/08 CD w /Autocadd files and PDFs 1 12/10/08 Board of Public Works Letters Exhibits 1 n/a Draft IDEM Sanitary Application 1 n/a Draft IDEM Water NO1 1 12/11/08 Copy of Outlet Request and Petition for Relocation Reconstruction 1 n/a Draft IDEM Rule 5 1 n/a Draft R/W Street Cut Permit 1 n/a Draft Dedication Deed of Public Right -of -Way 1 12/10/08 Drainage Report THESE ARE TRANSMITTED as checked below: X For Approval Submit Approved as Submitted Copies for Approval For Your Use Return Approved as Noted Copies for Distribution As Requested Not Approved Reviewed for Compliance Signature Requested Resubmit Corrected Prints For Review and Comment Remarks: Please feel free to contact Chris Wiseman, Project Manager, at 706 -6429 or cwiseman @cripe.biz with any questions. c: Jamie Browning, Angie Conn, Carmel DOCS Signed: Sherri Wilson, Permit Specialist, 706 -6419 Transmittal Only: Notice: The drawing /computer files listed above are the property of Cripe Architects Engineers and are transmitted for reproduction use only. Any modification or reuse of the documents without written permission from Cripe Architects Engineers is prohibited. Any person or entity using these documents for any purpose other than the project for which they were originally intended, with or without permission from Cripe Architects Engineers, by their use agrees to indemnify and hold harmless Cripe Architects Engineers from any loss, including, but not limited to attorney's fees occurring from their use. O: \2006\ 060384 \20300 \DOCS \PERMITS \RE SUBMITTAL 12 -1 1- 08 \TRANSMITTAL_CARMEL ENGINEERING_2008_12_1 1.DOC 3939 Priority Way South Drive Cr! D e Suite 400 Indianapolis, Indiana 46240 317.844.6777 FAX# 317.706.6464 TRANSMITTAL www.cripe.biz ArchlteCtS Engineers Sdutlans by Design Shies fie7 Date: 12/11/08 Cripe Job 060384 -20300 To: Carmel Fire Re: 131St Street and US 31 Infrastructure Two Civic Square 1328 -1440 West Main Street Carmel, IN 46032 Attention: Chris Ellison 571 -2615 We are sending you the following items via: Courier Shop Drawings Prints X Plans Samples Specifications Copy of Letter Change Order X Attached Report Other Copies Date Description 1 12/10/08 24 x 36 Construction Documents 1 12/11/08 CD w /electronic files THESE ARE TRANSMITTED as checked below: X For Approval Submit Approved as Submitted Copies for Approval For Your Use Return Approved as Noted Copies for Distribution As Requested Not Approved Reviewed for Compliance Signature Requested Resubmit Corrected Prints For Review and Comment Remarks: Please feel free to contact Chris Wiseman, Project Manager, at 706 -6429 or cwiseman @cripe.biz with any questions. c: Jamie Browning Angie Conn, Carmel DOCS Signed: Sherri Wilson, Permit Specialist, 706 -6419 Scanned to file swilson @cripe.biz Transmittal Only: Notice: The drawing /computer files listed above are the property of Cripe Architects Engineers and are transmitted for reproduction use only. Any modification or reuse of the documents without written permission from Cripe Architects Engineers is prohibited. Any person or entity using these documents for any purpose other than the project for which they were originally intended, with or without permission from Cripe Architects Engineers, by their use agrees to indemnify and hold harmless Cripe Architects Engineers from any loss, including, but not limited to attorney's fees occurring from their use. O: \2006\ 060384\ 20300 \DOCS \PERMITS \RE SUBMITTAL 12-11-08 \TRANSMITTALCARMEL FIRE_2008_12_1 1.DOC 3939 Priority Way South Drive Cripe Suite 400 Indianapolis, Indiana 46240 317.844.6777 FAX# 317.706.6464 www.crlpe.biz TRANSMITTAL Architects Engineers Solutions* Delon Sines 7987 Date: 12/11/08 Cripe Job 060384 -20300 To: Carmel Police Re: 1315 Street and US 31 Infrastructure Three Civic Square 1328 -1440 West Main Street Carmel, IN 46032 Attention: Michael Fogarty 571 -2500 We are sending you the following items via: Courier Shop Drawings Prints Plans Samples Specifications Copy of Letter Change Order X Attached Report Other Copies Date Description 1 12/11/08 CD w /electronic files THESE ARE TRANSMITTED as checked below: X For Approval Submit Approved as Submiffed Copies for Approval For Your Use Return Approved as Noted Copies for Distribution As Requested Not Approved Reviewed for Compliance Signature Requested Resubmit Corrected Prints For Review and Comment Remarks: Please feel free to contact Chris Wiseman, Project Manager, at 706 -6429 or cwiseman @crioe.biz with any questions. c: Jamie Browning Angie Conn, Carmel DOCS Signed: Sherri Wilson, Permit Specialist, 706 -6419 Scanned to file swilson @cripe.biz Transmittal Only: Notice: The drawing /computer files listed above are the property of Cripe Architects Engineers and are transmitted for reproduction use only. Any modification or reuse of the documents without written permission from Cripe Architects Engineers is prohibited. Any person or entity using these documents for any purpose other than the project for which they were originally intended, with or without permission from Cripe Architects Engineers, by their use agrees to indemnify and hold harmless Cripe Architects Engineers from any loss, including, but not limited to attorneys fees occurring from their use. O: \2006\ 060384 \20300 \DOCS \PERMITS \RE SUBMITTAL 12-11-08 TRANSMITTAL_CARMEL POLICE_2008_12_1 1.DOC 3939 Priority Way South Drive ri a Suite 400 Indianapolis, Indiana 46240 317.844.6777 FAX# 317.706.6464 www.cripe.biz TRANSMITTAL Architects Engineers Solutions by Damian Sine. 7sa7 Date: 12/11/08 Cripe Job 060384 -20300 To: City of Carmel Re: 131st Street and US 31 Infrastructure Engineering Department 1328 -1440 West Main Street One Civic Square Carmel, IN 46032 Attention: Amanda Foley 571 -2441 We are sending you the following items via: Courier Shop Drawings Prints X Plans Samples Specifications X Copy of Letter Change Order X Attached Report Other Copies Date Description 12/10/08 Copies of Response Letters 1 12/10/08 24 x 36 Construction Documents 1 12/11/08 CD w /Autocadd files and PDFs 1 12/10/08 Drainage Report 1 n/a Draft IDEM Rule 5 NOI 1 n/a Draft Stormwater Management Permit THESE ARE TRANSMITTED as checked below: X For Approval Submit Approved as Submitted Copies for Approval For Your Use Return Approved as Noted Copies for Distribution As Requested Not Approved Reviewed for Compliance Signature Requested Resubmit Corrected Prints For Review and Comment Remarks: Please feel free to contact Chris Wiseman, Project Manager, at 706 -6429 or cwiseman @cripe.biz with any questions. c: Jamie Browning Carmel Engineering Angie Conn, Carmel DOCS Signed: Sherri Wilson, Permit Specialist, 706 -6419 Scanned to file swilson @cripe.biz Transmittal Only: Notice: The drawing /computer files listed above are the property of Cripe Architects Engineers and are transmitted for reproduction use only. Any modification or reuse of the documents without written permission from Cripe Architects Engineers is prohibited. Any person or entity using these documents for any purpose other than the project for which they were originally intended, with or without permission from Cripe Architects Engineers, by their use agrees to indemnify and hold harmless Cripe Architects Engineers from any Toss, including, but not limited to attorney's fees occurring from their use. O: \2006\ 060384 \20300 \DOCS \PERMITS \RE SUBMITTAL 12-11-08 \TRANSMITTALCARMEL STORMWATER_2008_12_11.DOC 3939 Priority Way South Drive Cripe Suite 400 Indianapolis, Indiana 46240 317.844.6777 FAX# 317.706.6464 www.cripe.biz TRANSMITTAL Architects Engineers Solutions by Design Sine. 7187 Date: 12/11/08 Cripe Job 060384 -20300 To: Carmel Utilities Collection Re: 131St Street and US 31 Infrastructure 901 N. Rangeline Road 1328 -1440 West Main Street Carmel, IN 46032 Attention: Paul Arnone We are sending you the following items via: Courier Shop Drawings Prints X Plans Samples Specifications x Copy of Letter Change Order X Attached Report Other Copies Date Description 1 12/11/08 24 x 36 Construction Documents 1 12/11/08 CD w /Autocadd files and PDFs 12/10/08 Copies of Board of Public Works Letters 1 n/a Draft IDEM Sanitary Application 1 n/a Draft IDEM Water Main Extension NOI THESE ARE TRANSMITTED as checked below: X For Approval Submit Approved as Submitted Copies for Approval For Your Use Return Approved as Noted Copies for Distribution As Requested Not Approved Reviewed.for Compliance Signature Requested Resubmit Corrected Prints For Review and Comment Remarks: Please feel free to contact Chris Wiseman, Project Manager, at 706 -6429 or cwiseman @cripe.biz with any questions. c: Jamie Browning Angie Conn, Carmel DOCS Signed: Sherri Wilson, Permit Specialist, 706 -6419 Scanned to file swilson @cripe.biz Transmittal Only: Notice: The drawing /computer files listed above are the property of Cripe Architects Engineers and are transmitted for reproduction use only. Any modification or reuse of the documents without written permission from Cripe Architects Engineers is prohibited. Any person or entity using these documents for any purpose other than the project for which they were originally intended, with or without permission from Cripe Architects Engineers, by their use agrees to indemnify and hold harmless Cripe Architects Engineers from any Toss, including, but not limited to attorney's fees occurring from their use. O:\ 2006 \060384 \20300 \DOCS \PERMITS \RE SUBMITTAL 12- 11- 08 \TRANSMITTAL_CARMEL UTILITIES_2008_12_1 1.DOC 3939 Priority Way South Drive Cpe ri Suite 400 Indianapolis, Indiana 46240 317.844.6777 FAX# 317.706.6464 www.cripe.biz TRANSMITTAL Archltscls Engineers Solutions by Design Shen t!f'J7 Date: 12/11/08 Cripe Job 060384 -20300 To: Carmel Water Re: 131st Street and US 31 Infrastructure 3450 West 131St Street 1328 -1440 West Main Street Westfield, IN 46074 Attention: Steve Cook 733 -2855 Paul Pace We are sending you the following items via: Courier Shop Drawings Prints X Plans Samples Specifications X Copy of Letter Change Order X Attached Report Other Copies Date Description 1 12/10/08 Response Letter 12/10/08 Copies of Response Letters 2 12/10/08 24 x 36 Construction Documents 1 12/11/08 CD w /Autocadd files and PDFs 1 n/a Draft IDEM Sanitary Application 1 n/a Draft IDEM Water NOI 1 12/10/08 Copies of Board of Public Works Letters THESE ARE TRANSMITTED as checked below: X For Approval Submit Approved as Submitted Copies for Approval For Your Use Return Approved as Noted Copies for Distribution As Requested Not Approved Reviewed for Compliance Signature Requested Resubmit Corrected Prints For Review and Comment Remarks: Please feel free to contact Chris Wiseman, Project Manager, at 706 -6429 or cwiseman @cripe.biz with any questions. c: Jamie Browning Angie Conn, Carmel DOCS Signed: Sherri Wilson, Permit Specialist, 706 -6419 Scanned to file swilson @cripe.biz Transmittal Only: Notice: The drawing /computer files listed above are the property of Cripe Architects Engineers and are transmitted for reproduction use only. Any modification or reuse of the documents without written permission from Cripe Architects Engineers is prohibited. Any person or entity using these documents for any purpose other than the project for which they were originally intended, with or without permission from Cripe Architects Engineers, by their use agrees to indemnify and hold harmless Cripe Architects Engineers from any loss, including, but not limited to attorney's fees occurring from their use. O: \2006\ 060384 \20300 \DOCS \PERMITS \RE SUBMITTAL 12-11-08 TRANSMITTAL_CARMEL WATER_2008_12_1 1.DOC 3939 Priority Way South Drive Cripe Suite 400 Indianapolis, Indiana 46240 317.844.6777 FAX# 317.706.6464 www.cripe.biz TRANSMITTAL Architects Engineers Solutions by D.,ioe Shwa W37 Date: 12/11/08 Cripe Job 060384 -20300 To: Carmel Building Department Re: 131 Street and US 31 Infrastructure One Civic Square 1328 -1440 West Main Street Carmel, IN 46032 Attention: Bill Hohlt 571 -2444 We are sending you the following items via: Courier Shop Drawings Prints Plans Samples Specifications Copy of Letter Change Order X Attached Report Other Copies Date Description 1 1 2/11 /08 CD w /electronic files THESE ARE TRANSMITTED as checked below: For Approval Submit Approved as Submitted Copies for Approval For Your Use Return Approved as Noted Copies for Distribution As Requested Not Approved Reviewed for Compliance Signature Requested Resubmit Corrected Prints For Review and Comment Remarks: Please feel free to contact Chris Wiseman, Project Manager, at 706 -6429 or cwiseman @cripe.biz with any questions. c: Jamie Browning Angie Conn, Carmel DOCS Signed: Sherri Wilson, Permit Specialist, 706 -6419 Scanned to file swilson @cripe.biz Transmittal Only: Notice: The drawing /computer files listed above are the property of Cripe Architects Engineers and are transmitted for reproduction use only. Any modification or reuse of the documents without written permission from Cripe Architects Engineers is prohibited. Any person or entity using these documents for any purpose other than the project for which they were originally intended, with or without permission from Cripe Architects Engineers, by their use agrees to indemnity and hold harmless Cripe Architects Engineers from any loss, including, but not limited to attorney's fees occurring from their use. O: \2006 \060384 \20300 \DOCS \PERMITS \RE SUBMITTAL 12-11-08 fRANSMIETAL_CARMELBLDG_2008_12_1 1.DOC 3939 Priority Way South Drive Cripe Suite 400 Indianapolis, Indiana 46240 317.844.6777 FAX# 317.706.6464 www.cripe.biz TRANSMITTAL Architects Engineers Wugans by Design Shwa 79/37 Date: 12/11/08 Cripe Job 060384 -20300 To: Carmel Clay Parks Department Re: 131st Street and US 31 Infrastructure 1411 East 116th Street 1328 -1440 West Main Street Carmel, IN 46032 Attention: Mark Westermeier 571 -2485 We are sending you the following items via: Courier Shop Drawings Prints Plans Samples Specifications Copy of Letter Change Order X Attached Report Other Copies Date Description 1 12/11/08 CD w /electronic files THESE ARE TRANSMITTED as checked below: X For Approval Submit Approved as Submitted Copies for Approval For Your Use Retum Approved as Noted Copies for Distribution As Requested Not Approved Reviewed for Compliance Signature Requested Resubmit Corrected Prints For Review and Comment Remarks: Please feel free to contact Chris Wiseman, Project Manager, at 706 -6429 or cwiseman @cripe.biz with any questions. c: Jamie Browning Angie Conn, Carmel DOCS Signed: Sherri Wilson, Permit Specialist, 706 -6419 Scanned to file swilson @cripe.biz Transmittal Only: Notice: The drawing /computer files listed above are the property of Cripe Architects Engineers and are transmitted for reproduction use only. Any modification or reuse of the documents without written permission from Cripe Architects Engineers is prohibited. Any person or entity using these documents for any purpose other than the project for which they were originally intended, with or without permission from Cripe Architects Engineers, by their use agrees to indemnify and hold harmless Cripe Architects Engineers from any Toss, including, but not limited to attorney's fees occurring from their use. O: \2006\ 060384 \20300 \DOCS \PERMITS \RE SUBMITTAL 12-11-08 \TRANSMITTALCARMELPARKS_2008_12_1 1.DOC 3939 Priority Way South Drive Cripe Suite 400 Indianapolis, Indiana 46240 317.844.6777 FAX# 317.706.6464 www.cripe.biz TRANSMITTAL Archlt Engineers Solutions W Design Shia 7187 Date: 12/11/08 Cripe Job 060384 -20300 To: Carmel Clay Schools Re: 131st Street and US 31 Infrastructure 5201 East 131St Street 1328 -1440 West Main Street Carmel, IN 46033 Attention: Ron Ferrand 844 -9961 We are sending you the following items via: Courier Shop Drawings Prints Plans Samples Specifications Copy of Letter Change Order X Attached Report Other Copies Date Description 1 12/11/08 CD w /electronic files THESE ARE TRANSMITTED as checked below: X For Approval Submit Approved as Submitted Copies for Approval For Your Use Return Approved as Noted Copies for Distribution As Requested Not Approved Reviewed for Compliance Signature Requested Resubmit Corrected Prints For Review and Comment Remarks: Please feel free to contact Chris Wiseman, Project Manager, at 706 -6429 or cwiseman @cripe.biz with any questions. c: Jamie Browning Angie Conn, Carmel DOCS Signed: Sherri Wilson, Permit Specialist, 706 -6419 Scanned to file swilson @cripe.biz Transmittal Only: Notice: The drawing /computer files listed above are the property of Cripe Architects Engineers and are transmitted for reproduction use only. Any modification or reuse of the documents without written permission from Cripe Architects Engineers is prohibited. Any person or entity using these documents for any purpose other than the project for which they were originally intended, with or without permission from Cripe Architects Engineers, by their use agrees to indemnify and hold harmless Cripe Architects Engineers from any loss, including, but not limited to attorney's fees occurring from their use. O: \2006 \060384 \20300 \DOCS \PERMITS \RE SUBMITTAL 12-11-08 VRANSMITTALCARMELSCHOOLS_2008_12_11.DOC 3939 Priority Way South Drive Cri Suite 400 Indianapolis, Indiana 46240 317.844.6777 FAX# 317.706.6464 www. cripe.biz TRANSMITTAL Archltects Engineers Solutions by Dorian Shea 71x7 Date: 12/11/08 Cripe Job 060384 -20300 To: Carmel Street Dept. Re: 131st Street and US 31 Infrastructure 3400 W. 131St Street 1328 -1440 West Main Street Westfield, IN 46074 Attention: Dave Huffman 733 -2001 We are sending you the following items via: Courier Shop Drawings Prints X Plans Samples Specifications Copy of Letter Change Order X Attached Report Other Copies Date Description 1 1 2/10/08 24 x 36 Construction Documents 1 12/11/08 CD w /electronic files THESE ARE TRANSMITTED as checked below: X For Approval Submit Approved as Submitted Copies for Approval For Your Use Return Approved as Noted Copies for Distribution As Requested Not Approved Reviewed for Compliance Signature Requested Resubmit Corrected Prints For Review and Comment Remarks: Please feel free to contact Chris Wiseman, Project Manager, at 706 -6429 or cwiseman @cripe.biz with any questions. c: Jamie Browning Angie Conn, Carmel DOCS Signed: Sherri Wilson, Permit Specialist, 706 -6419 Scanned to file swilson @cripe.biz Transmittal Only: Notice: The drawing /computer files listed above are the property of Cripe Architects Engineers and are transmitted for reproduction use only. Any modification or reuse of the documents without written permission from Cripe Architects Engineers is prohibited. Any person or entity using these documents for any purpose other than the project for which they were originally intended, with or without permission from Cripe Architects Engineers, by their use agrees to indemnify and hold harmless Cripe Architects Engineers from any loss, including, but not limited to attorney's fees occurring from their use. O:\ 2006\ 060384 \20300 \DOCS \PERMITS \RE SUBMITTAL 12-11-08 \TRANSMITTAL_CARMELSTREET_2008_12_1 1.DOC 3939 Priority Way South Drive Cri Suite 400 Indianapolis, Indiana 46240 317.844.6777 FAX# 317.706.6464 www.cripe.biz TRANSMITTAL Architects Engineers Solutions brr Coulon Sines 1987 Date: 12/11/08 Cripe Job 060384 -20300 To: CDG Consulting, Inc. Re: 131St Street and US 31 Infrastructure PO Box 692 1328 -1440 West Main Street Zionsville, IN 46077 Attention: Jay Gibson 876 -7991 We are sending you the following items via: US Mail Shop Drawings Prints Plans Samples Specifications Copy of Letter Change Order X Attached Report Other Copies Date Description 1 12/11/08 CD w /Autocadd files and PDFs 1 12/10/08 Drainage Report THESE ARE TRANSMITTED as checked below: For Approval Submit Approved as Submitted Copies for Approval X For Your Use Return Approved as Noted Copies for Distribution As Requested Not Approved Reviewed for Compliance Signature Requested Resubmit Corrected Prints For Review and Comment Remarks: Please feel free to contact Chris Wiseman, Project Manager, at 706 -6429 or cwiseman @cripe.biz with any questions. c: .Jamie Browning Angie Conn, Carmel DOCS Signed: Sherri Wilson, Permit Specialist, 706 -6419 Scanned to file swilson @cripe.biz I Transmittal Only: Notice: The drawing /computer files listed above are the property of Cripe Architects Engineers and are transmitted for reproduction use only. Any modification or reuse of the documents without written permission from Cripe Architects Engineers is prohibited. Any person or entity using these documents for any purpose other than the project for which they were originally intended, with or without permission from Cripe Architects Engineers, by their use agrees to indemnify and hold harmless Cripe Architects Engineers from any Toss, including, but not limited to attorney's fees occurring from their use. O: \2006\ 060384 \20300 \DOCS \PERMITS \RE SUBMITTAL 12- 11- 08 \TRANSMITfAL_CDG CONSULTING_2008_12_1 1.DOC 3939 Priority Way South Drive Cripe Suite 400 Indianapolis, Indiana 46240 317.844.6777 FAX# 317.706.6464 www.cripe.biz TRANSMITTAL Architects Engineers Solutions by Design Since 7387 Date: 12/11/08 Cripe Job 060384 -20300 To: Crossroads Engineers Re: 131st Street and US 31 Infrastructure 3417 South Sherman Drive 1328 -1440 West Main Street Beech Grove, IN 46107 Attention: Greg Ilko 780 -1555 We are sending you the following items via: Courier Shop Drawings Prints X Plans Samples Specifications X Copy of Letter Change Order X Attached Report Other Copies Date Description 1 12/10/08 Response Letter 12/10/08 Copies of Response Letters 1 12/10/08 24 x 36 Construction Documents 1 12/11/08 CD w /Autocadd Files and PDFs 1 12/10/08 Drainage Report 1 n/a INDOT Plans on US 31 1 n/a Copies of Forms sent to Surveyor's Office THESE ARE TRANSMITTED as checked below: X For Approval Submit Approved as Submitted Copies for Approval For Your Use Return Approved as Noted Copies for Distribution As Requested Not Approved Reviewed for Compliance Signature Requested Resubmit Corrected Prints For Review and Comment Remarks: Please feel free to contact Chris Wiseman, Project Manager, at 706 -6429 or cwiseman @cripe.biz with any questions. c: Jamie Browning Carmel Engineering Angie Conn, Carmel DOCS Signed: Sherri Wilson, Permit Specialist, 706 -6419 Scanned to file swilson @cripe.biz Transmittal Only: Notice: The drawing /computer files listed above are the property of Cripe Architects Engineers and are transmitted for reproduction use only. Any modification or reuse of the documents without written permission from Cripe Architects Engineers is prohibited. Any person or entity using these documents for any purpose other than the project for which they were originally intended, with or without permission from Cripe Architects Engineers, by their use agrees to indemnify and hold harmless Cripe Architects Engineers from any loss, including, but not limited to attorney's fees occurring from their use. O:\ 2006\ 060384 \20300 \DOCS \PERMITS \RE SUBMITTAL 12-11-08 \TRANSMITTALCROSSROAD_2008_12_1 1.DOC 3939 Priority Way South Drive Cripe Suite 400 Indianapolis, Indiana 46240 317.844.6777 FAX# 317.706.6464 TRANSMITTAL www.c ripe.biz Architects Engineers Sdutlans by Dailon Shwa 107 Date: 12/11/08 Cripe Job 060384 -20300 To: Duke Energy Re: 1315+ Street and US 31 Infrastructure 16475 Southpark Drive 1328 -1440 West Main Street Westfield, IN 46074 Attention: Shirley Hunter 896 -6711 We are sending you the following items via: Courier Shop Drawings Prints X Plans Samples Specifications Copy of Letter Change Order X Attached Report Other Copies Date Description 1 12/10/08 24 x 36 Construction Documents 1 12/11/08 CD w /electronic files THESE ARE TRANSMITTED as checked below: For Approval Submit Approved as Submitted Copies for Approval For Your Use Return Approved as Noted Copies for Distribution As Requested Not Approved Reviewed for Compliance Signature Requested Resubmit Corrected Prints For Review and Comment Remarks: Please feel free to contact Chris Wiseman, Project Manager, at 706 -6429 or cwiseman @cripe.biz with any questions. c: Jamie Browning Angie Conn, Carmel DOCS Signed: Sherri Wilson, Permit Specialist, 706 -6419 Scanned to file swilson @cripe.biz Transmittal Only: Notice: The drawing /computer files listed above are the property of Cripe Architects Engineers and are transmitted for reproduction use only. Any modification or reuse of the documents without written permission from Cripe Architects Engineers is prohibited. Any person or entity using these documents for any purpose other than the project for which they were originally intended, with or without permission from Cripe Architects Engineers, by their use agrees to indemnify and hold harmless Cripe Architects Engineers from any loss, including, but not limited to attorney's fees occurring from their use. O: \2006\ 060384 \20300 \DOCS \PERMITS \RE SUBMITTAL 12-11-08 \TRANSMITTAL_DUKEENGERY_2008_12_1 1.DOC 3939 Priority Way South Drive Cri a Suite 400 Indianapolis, Indiana 46240 317.844.6777 FAX# 317.706.6464 www.cripe.biz TRANSMITTAL Architects Engineers Sdutlana by Dulgn 51nce 1st Date: 12/11/08 Cripe Job 060384 -20300 To: Hamilton County Health Dept. Re: 131st Street and US 31 Infrastructure One Hamilton County Square, Suite 30 1328 -1440 West Main Street Noblesville, IN 46060 Attention: Jason Lemaster 776 -8500 We are sending you the following items via: Courier Shop Drawings Prints Plans Samples Specifications Copy of Letter Change Order X Attached Report Other Copies Date Description 1 1 2/1 1/08 CD w /electronic files THESE ARE TRANSMITTED as checked below: X For Approval Submit Approved as Submitted Copies for Approval For Your Use Return Approved as Noted Copies for Distribution As Requested Not Approved Reviewed for Compliance Signature Requested Resubmit Corrected Prints For Review and Comment Remarks: Please feel free to contact Chris Wiseman, Project Manager, at 706 -6429 or cwiseman @cribe.biz with any questions. c: Jamie Browning Angie Conn, Carmel DOCS Signed: Sherri Wilson, Permit Specialist, 706 -6419 Scanned to file swilson@triDe.biz Transmittal Only: Notice: The drawing /computer files listed above are the property of Cripe Architects Engineers and are transmitted for reproduction use only. Any modification or reuse of the documents without written permission from Cripe Architects Engineers is prohibited. Any person or entity using these documents for any purpose other than the project for which they were originally intended, with or without permission from Cripe Architects Engineers, by their use agrees to indemnify and hold harmless Cripe Architects Engineers from any loss, including, but not limited to attorney's fees occurring from their use. O:\ 2006 \060384\ 20300 \DOCS \PERMITS \RE SUBMITTAL 12- 11- 08 \TRANSMITTALHAMCOHEALTH _2008_12_1 1.DOC 3939 Priority Way South Drive ii e Suite 400 Indianapolis, Indiana 46240 317.844.6777 FAX# 317.706.6464 www.cripe.biz TRANSMITTAL Architects Engineers Solutions W Design Sines 7997 Date: 12/11/08 Cripe Job 060384 -20300 To: Hamilton County Sheriff's Dept. Re: 131St Street and US 31 Infrastructure 1.8100 Cumberland Road 1328 -1440 West Main Street Noblesville, IN 46060 Attention: Brooke Gajownik 773 -1872 We are sending you the following items via: Courier Shop Drawings Prints Plans Samples Specifications Copy of Letter Change Order X Attached Report Other Copies Date Description 1 12/11/08 CD w /electronic files THESE ARE TRANSMITTED as checked below: X For Approval Submit Approved as Submitted Copies for Approval For Your Use Return Approved as Noted Copies for Distribution As Requested Not Approved Reviewed for Compliance Signature Requested Resubmit Corrected Prints For Review and Comment Remarks: Please feel free to contact Chris Wiseman, Project Manager, at 706 -6429 or cwiseman @cripe.biz with any questions. c: Jamie Browning Angie Conn, Carmel DOCS Signed: Sherri Wilson, Permit Specialist, 706 -6419 Scanned to file swilson @cripe.biz Transmittal Only: Notice: The drawing /computer files listed above are the property of Cripe Architects Engineers and are transmitted for reproduction use only. Any modification or reuse of the documents without written permission from Cripe Architects Engineers is prohibited. Any person or entity using these documents for any purpose other than the project for which they were originally intended, with or without permission from Cripe Architects Engineers, by their use agrees to indemnify and hold harmless Cripe Architects Engineers from any loss, including, but not limited to attorneys fees occurring from their use. O: \2006 \060384 \20300 \DOCS \PERMITS \RE SUBMITTAL 12- 11 -08\ TRANSMITTAL _HAMCOSHERIFF_2008_12_11.DOC 3939 Priority Way South Drive r 1 Suite 400 Indianapolis, Indiana 46240 317.844.6777 FAX# 317.706.6464 www.cripe.biz TRANSMITTAL Architects Engineers Solutions by Malign Sines 7137 Date: 12/11/08 Cripe Job 060384 20300 To: Hamilton County Surveyor's Office Re: 131St Street and US 31 Infrastructure One Hamilton County Square 1328 -1440 West Main Street Suite 188 Noblesville, IN 46060 -2230 Attention: Greg Hoyes (317) 776 -8495 We are sending you the following items via: Courier Shop Drawings Prints Plans Samples Specifications Copy of Letter Change Order Attached Report Other Copies Date Description 1 12/10/08 Response Letter 12/10/08 Copies of Response Letters 1 12/10/08 24 x 36 Construction Documents 1 12/11/08 CD w /Autocadd Files and PDFs 1 12/10/08 Drainage Report 1 12/11/08 Outlet Request Application 1 n/a Draft Petition for Relocation and Reconstruction 52.0 THESE ARE TRANSMITTED as checked below: X For Approval Submit Approved as Submitted Copies for Approval For Your Use Return Approved as Noted Copies for Distribution As Requested Not Approved Reviewed for Compliance Signature Requested Resubmit Corrected Prints For Review and Comment Remarks: Please feel free to contact Chris Wiseman, Project Manager, at 706 -6429 or cwiseman @cripe.biz with any questions. c: Jamie Browning Angie Conn, Carmel DOCS Signed: Sherri Wilson, Permit Specialist, 706 -6419 Scanned to file swilson @cripe.biz Transmittal Only: Notice: The drawing /computer files listed above are the property of Cripe Architects Engineers and are transmitted for reproduction use only. Any modification or reuse of the documents without written permission from Cripe Architects Engineers is prohibited. Any person or entity using these documents for any purpose other than the project for which they were originally intended, with or without permission from Cripe Architects Engineers, by their use agrees to indemnify and hold harmless Cripe Architects Engineers from any loss, including, but not limited to attorney's fees occurring from their use. O:\ 2006\ 060384 \20300 \DOCS \PERMITS \RE SUBMITTAL 12-11-08 \TRANSMITTAL_HCS0_2008_12_1 1.DOC C 3939 Priority Way South Drive f'.I e Suite 400 Indianap Indiana 46240 317.844.6777 FAX# 317.706.6464 www.cripe.biz TRANSMITTAL Architects Engineers Solutions by Dobkin Sines W M Date: 12/11/08 Cripe Job 060384 -20300 To: Carmel Information Systems Re: 131st Street and US 31 Infrastructure Three Civic Square 1328 -1440 West Main Street Carmel, IN 46032 Attention: Terry Krueskamp 571 -2565 We are sending you the following items via: Courier Shop Drawings Prints Plans Samples Specifications Copy of Letter Change Order X Attached Report Other Copies Date Description 1 12/11/08 CD w /electronic files THESE ARE TRANSMITTED as checked below: X For Approval Submit Approved as Submitted Copies for Approval For Your Use Return Approved as Noted Copies for Distribution As Requested Not Approved Reviewed for Compliance Signature Requested Resubmit Corrected Prints For Review and Comment Remarks: Please feel free to contact Chris Wiseman, Project Manager, at 706 -6429 or cwiseman @cripe.biz with any questions. c: Jamie Browning Angie Conn, Carmel DOCS Signed: Sherri Wilson, Permit Specialist, 706 -6419 Scanned to file swilson @cripe.biz Transmittal Only: I Notice: The drawing /computer files listed above are the property of Cripe Architects Engineers and are transmitted for reproduction use only. Any modification or reuse of the documents without written permission from Cripe Architects Engineers is prohibited. Any person or entity using these documents for any purpose other than the project for which they were originally intended, with or without permission from Cripe Architects Engineers, by their use agrees to indemnify and hold harmless Cripe Architects Engineers from any loss, including, but not limited to attorney's fees occurring from their use. O:\ 2006 \060384 \20300 \DOCS \PERMITS \RE SUBMITTAL 12- 11 -08\ TRANSMITTAL _INFOSYS_2008_12_11.DOC 3939 Priority Way South Drive i Suite 400 Indianapolis, Indiana 46240 317.844.6777 FAX# 317.706.6464 www.cripe.biz TRANSMITTAL Archltjects Englneers Solutions by Design Sines 7987 Date: 12/11/08 Cripe Job 060384 -20300 To: IPL Re: 131St Street and US 31 Infrastructure 1230 W. Morris Street 1328 1440 West Main Street Indianapolis, IN 46221 Attention: Ron Morris 261 -5261 We are sending you the following items via: Courier Shop Drawings Prints X Plans Samples Specifications Copy of Letter Change Order X Attached Report Other Copies Date Description 1 1 2/1 1/08 CD w /electronic files THESE ARE TRANSMITTED as checked below: X For Approval Submit Approved as Submitted Copies for Approval For Your Use Return Approved as Noted Copies for Distribution As Requested Not Approved Reviewed for Compliance Signature Requested Resubmit Corrected Prints For Review and Comment Remarks: Please feel free to contact Chris Wiseman, Project Manager, at 706 -6429 or cwiseman @cripe.biz with any questions. c: Jamie Browning Angie Conn, Carmel DOCS Signed: Sherri Wilson, Permit Specialist, 706 -6419 Scanned to file swilson @cripe.biz Transmittal Only: Notice: The drawing /computer files listed above are the property of Cripe Architects Engineers and are transmitted for reproduction use only. Any modification or reuse of the documents without written permission from Cripe Architects Engineers is prohibited. Any person or entity using these documents for any purpose other than the project for which they were originally intended, with or without permission from Cripe Architects Engineers, by their use agrees to indemnify and hold harmless Cripe Architects Engineers from any loss, including, but not limited to attorneys fees occurring from their use. O:\ 2006\ 060384 \20300 \DOCS \PERMITS \RE SUBMITTAL 12-11-08 TRANSMITTALIPL_2008_12_1 1.DOC 3939 Priority Way South Drive Cri pe Suite 400 Indianapolis, Indiana 46240 317.844.6777 FAX# 317.706.6464 www.cripe.biz TRANSMITTAL Archltects Engineers Salutlans lsY Deign Shies If/37 Date: 12/11/08 Cripe Job 060384 -20300 To: PB Re: 131 Street and US 31 Infrastructure 300 N. Meridian Street, Suite 1010 1328 -1440 West Main Street Indianapolis, IN 46204 Attention: Kim Lutz 319 8127 We are sending you the following items via: Courier Shop Drawings Prints Plans Samples Specifications Copy of Letter Change Order X Attached Report Other Copies Date Description 1 12/11/08 CD w /AutoCadd files and PDFs THESE ARE TRANSMITTED as checked below: For Approval Submit Approved as Submitted Copies for Approval X For Your Use Return Approved as Noted Copies for Distribution As Requested Not Approved Reviewed for Compliance Signature Requested Resubmit Corrected Prints For Review and Comment Remarks: Please feel free to contact Chris Wiseman, Project Manager, at 706 -6429 or cwiseman @cripe.biz with any questions. c: Jamie Browning Angie Conn, Carmel DOCS Signed: Sherri Wilson, Permit Specialist, 706 -6419 Scanned to file swilson @cribe.biz Transmittal Only: Notice: The drawing /computer files listed above are the property of Cripe Architects Engineers and are transmitted for reproduction use only. Any modification or reuse of the documents without written permission from Cripe Architects Engineers is prohibited. Any person or entity using these documents for any purpose other than the project for which they were originally intended, with or without permission from Cripe Architects Engineers, by their use agrees to indemnify and hold harmless Cripe Architects Engineers from any loss, including, but not limited to attorney's fees occurring from their use. O:\ 2006\ 060384 \20300 \DOCS \PERMITS \RE SUBMITTAL 12-11-08 \TRANSMITTAL_PB-LUTZ_2008_12_1 1.DOC 3939 Priority Way South Drive Y'I i Suite 400 Indianapolis, Indiana 46240 317.844.6777 ‘11110.1. FAX# 317.706.6464 www.cripe.biz TRANSMITTAL Architects Engineers Solutions by Dorian Since 7590 Date: 12/11/08 Cripe Job 060384 -20300 To: PB Re: 131st Street and US 31 Infrastructure 300 N. Meridian Street, Suite 1010 1328 -1440 West Main Street Indianapolis, IN 46204 Attention: Steven Swango 972 -1706 We are sending you the following items via: Courier Shop Drawings Prints Plans Samples Specifications Copy of Letter Change Order X Attached Report Other Copies Date Description 1 12/11/08 CD w /Autocadd files and PDFs THESE ARE TRANSMITTED as checked below: For Approval Submit Approved as Submitted Copies for Approval X For Your Use Return Approved as Noted Copies for Distribution As Requested Not Approved Reviewed for Compliance Signature Requested Resubmit Corrected Prints For Review and Comment Remarks: Please feel free to contact Chris Wiseman, Project Manager, at 706 -6429 or cwiseman @cripe.biz with any questions. c: Jamie Browning Angie Conn, Carmel DOCS Signed: Sherri Wilson, Permit Specialist, 706 -6419 Scanned to file swilson @cripe.biz Transmittal Only: Notice: The drawing /computer files listed above are the property of Cripe Architects Engineers and are transmitted for reproduction use only. Any modification or reuse of the documents without written permission from Cripe Architects Engineers is prohibited. Any person or entity using these documents for any purpose other than the project for which they were originally intended, with or without permission from Cripe Architects Engineers, by their use agrees to indemnify and hold harmless Cripe Architects Engineers from any loss, including, but not limited to attorney's fees occurring from their use. O:\ 2006\ 060384 \20300 \DOCS \PERMITS \RE SUBMITTAL 12-11-08 \TRANSMITTAL_PB-SWENG0_2008_12_11.DOC 3939 Priority Way South Drive Cripe Suite 400 Indianapolis, Indiana 46240 317.844.6777 FAX# 317.706.6464 www.cripe.biz TRANSMITTAL Archltects Engineers Solutions by Mullin Shwa 7131 Date: 12/11/08 Cripe Job 060384 -20300 To: Carmel Transportation Systems -DOCS Re: 131St Street and US 31 Infrastructure One Civic Square, 3rd Floor 1328 -1440 West Main Street Carmel, IN 46032 Attention: David Littlejohn- 572 -2417 We are sending you the following items via: Courier Shop Drawings Prints X Plans Samples Specifications Copy of Letter Change Order X Attached Report Other Copies Date Description 1 12/10/08 Response Letter 12/10/08 Copies of Response Letters 1 12/10/08 24 x 36 Construction Documents 1 12/11/08 CD w /Autocadd files and PDFs THESE ARE TRANSMITTED as checked below: X For Approval Submit Approved as Submitted Copies for Approval For Your Use Return Approved as Noted Copies for Distribution As Requested Not Approved Reviewed for Compliance Signature Requested Resubmit Corrected Prints For Review and Comment Remarks: Please feel free to contact Chris Wiseman, Project Manager, at 706 -6429 or cwiseman @cripe.biz with any questions. c: Jamie Browning Angie Conn, Carmel DOCS Signed: Sherri Wilson, Permit Specialist, 706 -6419 Scanned to file swilson @cripe.biz Transmittal Only: Notice: The drawing /computer files listed above are the property of Cripe Architects Engineers and are transmitted for reproduction use only. Any modification or reuse of the documents without written permission from Cripe Architects Engineers is prohibited. Any person or entity using these documents for any purpose other than the project for which they were originally intended, with or without permission from Cripe Architects Engineers, by their use agrees to indemnify and hold harmless Cripe Architects Engineers from any loss, including, but not limited to attorneys fees occurring from their use. O: \2006\ 060384 \20300 \DOCS \PERMITS \RE SUBMITTAL 12- 11- 08 \TRANSMITTAL_TRANS_2008_12_1 1.DOC M 3939 Priority Way South Drive ri pe Suite Indi 400 anap olis, Indiana 46240 317.844.6777 FAX# 317.70.6.6464 fi www.crlpe.biz TRANSMITTAL Architects Engineers Solutions* Design Shwa NOM Date: 12/11/08 Cripe Job 060384 -20300 To: Urban Forestry DOCS Re: 131st Street and US 31 Phase I One Civic Square, 3rd Floor Infrastructure Carmel, IN 46032 1328 -1440 West Main Street Attention: Scott Brewer 571 -2478 We are sending you the following items via: Courier Shop Drawings Prints X Plans Samples Specifications Copy of Letter Change Order X Attached Report Other Copies Date Description 1 12/11/08 CD w /electronic files THESE ARE TRANSMITTED as checked below: For Approval Submit Approved as Submitted Copies for Approval X For Your Use Return Approved as Noted Copies for Distribution As Requested Not Approved Reviewed for Compliance Signature Requested Resubmit Corrected Prints For Review and Comment Remarks: Browning Day is working on a planting plan for you to review. Please feel free to contact Chris Wiseman, Project Manager, at 706 -6429 or cwiseman @cripe.biz with any questions. c: Jamie Browning Angie Conn, Carmel DOCS Signed: Sherri Wilson, Permit Specialist, 706 -6419 Scanned to file swilson @cripe.biz Transmittal Only: Notice: The drawing /computer files listed above are the property of Cripe Architects Engineers and are transmitted for reproduction use only. Any modification or reuse of the documents without written permission from Cripe Architects Engineers is prohibited. Any person or entity using these documents for any purpose other than the project for which they were originally intended, with or without permission from Cripe Architects Engineers, by their use agrees to indemnify and hold harmless Cripe Architects Engineers from any loss, including, but not limited to attorney's fees occurring from their use. O:\ 2006\ 060384 \20300 \DOCS \PERMITS \RE SUBMITTAL 12-11-08 TRANSMITTAL_URBANFORESTRY_2008_12_1 1.DOC C 3939 Priority Way South Drive ri Suite 400 Indianapolis, Indiana 46240 317.844.6777 1111001.1. FAX# 317.706.6464 TRANSMITTAL www.cripe.biz Architects Engineers Solutions by Makin Shwa 7 Date: 12/11/08 Cripe Job 060384 -20300 To: Vectren Energy Re: 131St Street and US 31 Infrastructure PO Box 1700 1328 -1440 West Main Street Noblesville, IN 46061 -1700 Attention: Chuck Shupperd We are sending you the following items via: US Mail Shop Drawings Prints Plans Samples Specifications Copy of Letter Change Order X Attached Report Other Copies Date Description 1 12/11/08 CD w /electronic files THESE ARE TRANSMITTED as checked below: X For Approval Submit Approved as Submitted Copies for Approval For Your Use Return Approved as Noted Copies for Distribution As Requested Not Approved Reviewed for Compliance Signature Requested Resubmit Corrected Prints For Review and Comment Remarks: Please feel free to contact Chris Wiseman, Project Manager, at 706 -6429 or cwiseman @cripe.biz with any questions. c: Jamie Browning Angie Conn, Carmel DOCS Signed: Sherri Wilson, Permit Specialist, 706 -6419 Scanned to file swilson @cripe.biz Transmittal Only: Notice: The drawing /computer files listed above are the property of Cripe Architects Engineers and are transmitted for reproduction use only. Any modification or reuse of the documents without written permission from Cripe Architects Engineers is prohibited. Any person or entity using these documents for any purpose other than the project for which they were originally intended, with or without permission from Cripe Architects Engineers, by their use agrees to indemnify and hold harmless Cripe Architects Engineers from any Toss, including, but not limited to attorney's fees occurring from their use. O:\ 2006\ 060384 \20300 \DOCS \PERMITS \RE SUBMITTAL 12-11-08 VRANSMITTAL_VECTREN_2008_12_1 1.DOC Cripe 3939 Priority Way South Drive Suite 400 Indianapolis, Indiana 46240 317.844.6777 FAX# 317.706.6464 www.cripe.biz TRANSMITTAL Architects Engineers Solutions by Design Shies i 7 Date: 12/11/08 Cripe Job 060384 -20300 To: Carmel Clay Communications Re: 131st Street and US 31 Infrastructure 31 First Avenue NW 1328 -1440 West Main Street Carmel, IN 46032 Attention: Bill Akers 571 -2586 We are sending you the following items via: Courier Shop Drawings Prints Plans Samples Specifications Copy of Letter Change Order X Attached Report Other Copies Date Description 1 12/11/08 CD w /electronic files THESE ARE TRANSMITTED as checked below: X For Approval Submit Approved as Submitted Copies for Approval For Your Use Return Approved as Noted Copies for Distribution As Requested Not Approved Reviewed for Compliance Signature Requested Resubmit Corrected Prints For Review and Comment Remarks: Please feel free to contact Chris Wiseman, Project Manager, at 706 -6429 or cwiseman @cripe.biz with any questions. c: Jamie Browning Angie Conn, Carmel DOCS Signed: Sherri Wilson, Permit Specialist, 706 -6419 Scanned to file swilson @cripe.biz Transmittal Only: Notice: The drawing /computer files listed above are the property of Cripe Architects Engineers and are transmitted for reproduction use only. Any modification or reuse of the documents without written permission from Cripe Architects Engineers is prohibited. Any person or entity using these documents for any purpose other than the project for which they were originally intended, with or without permission from Cripe Architects Engineers, by their use agrees to indemnify and hold harmless Cripe Architects Engineers from any loss, including, but not limited to attorney's fees occurring from their use. O: \2006\ 060384 \20300 \DOCS \PERMITS \RE SUBMITTAL 12-11-08 \TRANSMITTALBAKERS_2008_12_1 1.DOC .o° ori ri .w uPe °u@ �I TY 1 t F,! EL November 26, 2008 JAMES BRAINARD, MAYOR Ms. Sherri Wilson, Permit Specialist Cripe Architects Engineers 7172 Graham Road Indianapolis, IN 46250 RE: 131 Street US 31 Phase 1 Infrastructure- Project Review 42 Dear Ms. Wilson: The City has received your construction plans dated October 17, 2008 based upon the City review of February 19, 2008 and April 29, 2008. The comments from the City review have been satisfactorily addressed with the following exceptions: I April 29, 2008 letter Comment I July 30, 2007 letter Comment 1 1 Compliance with the Thoroughfare Plan includes construction of the improvements prescribed by the Thoroughfare Plan across the frontage controlled by the development (including sections with no access). Typically, developers provide a commitment equal to the value to construct these improvements for deposit into the City's non- reverting thoroughfare fund. These requirements would be applicable to the 131st. Street frontage and the proposed roundabout at 131st. Street and Pennsylvania Street. Credit is typically given towards this commitment for any widening, milling and resurfacing of the perimeter streets along the frontage controlled by the petitioner or any other work requested by the City that is outside of the frontage controlled by the petitioner. Please verify if the Agreement dated September 26, 2007 has been modified to include the final value established at the last meeting between the City and Browning. 2. April 29, 2008 letter Comment 9; February 19, 2008 letter Comment 38c; July 30, 2007 letter Comment 391. Thank you for including the Maintenance of Traffic Plan. The plan appears to meet the requirements of the INDOT Work Zone Safety Manual. The distance from the work zone to the Road Construction Ahead sign may be reduced to 350 -feet. It appears that signage is required to be placed in the INDOT right -of -way. As previously stated, all proper permits from INDOT are. required. Please confirm if Vectren will do the open cut of Main Street. If this is not the case, a maintenance of traffic plan will need to be developed and included with this plan set. 3. April 29, 2008 letter Comment 14; July 30, 2007 letter Comment 40e. Thank you for your response. The Department is verifying that detention is provided for this area of the church property with Crossroad Engineers. 4. April 29, 2008 letter Comment 21; July 30, 2007 letter Comment 421. The Development Plan did not indicate the requisite storm wateridrainage information required by Section 100 of the Storrs Water Technical Standards Manual. Please include such information on the construction plans. Thank you for indicating the requested information. Crossroads is verifying that the information is complete and accurate. 5. April 29, 2008 letter Comment 24; July 30, 2007 letter Comment 44a. All permits required from the INDOT for the stone -sewer bore under US -31 shall be obtained prior to approval of the construction drawings. Please keep this Department updated on the status of this approval. 6. April 29, 2008 letter Comment 28; July 30, 2007 letter Comment 44e. There shall be no castings for storm, sewer, water or other utilities in pavement, curb, sidewalk or path within the City right of -way. Thank you for changing the note. However, the note has not been changed to completely conform to this requirement. DEP:,ttr iiNI OF ENC;INI.EIINC, ONE Civic SQ,t;:ARE, CAtz,Nntr., IN 46032 OFFICE 317. 571.2441 F.- ■x 317.571.2439 EM.AI1. cn in(t @carmcl- in.goc Ms. Sherri Wilson November 26, 2008 RE: 131 Street US 31 Phase 1 Infrastructure- Project Review #2 Page 2 of 5 7. April 29, 2008 letter Comment 36a; Please verify that the commitments for thoroughfare plan improvements include the construction of the multi -use path and is the reason that such path is not indicated on the plans for the portion of the frontage controlled by the developer between Pennsylvania Street and the church property. The Department understands that the commitment provided includes the value of the construction of this path. 8. April 29, 2008 letter Comment 36e; Please confirm with the DOCS the need for interim pedestrian connectivity into the site from the intersection of 131" Street and Pennsylvania Street. Please keep this Department updated on the status of this issue. 9. April 29, 2008 letter Comment 36i; Please resolve any outstanding issues related to.the sidewalk of the interior access drive with DOCS. Given the proposed development to the east and planned roadway connection, the Department is confirming if the proposed private street now needs to be a public street constructed to City standards. 10. April 29, 2008 letter Comment 36j; Please stamp the plans "Approval Pending -Not for Construction" until plans are approved. It was not apparent where these notes were indicated on each sheet. 11. April 29, 2008 letter Comment 37a; Please add a note to the plans that requires removal of the portion of the existing driveway within the proposed right -of -way to conform to the requirements of Cannel City Code Section 6- 227(h). It was not apparent where this note was indicated. 12. April 29, 2008 letter Comment 38d; Are any tree preservation easements or landscaping easement planned? If so, are such easement overlapped by drainage, utility, sewer or other easements? A variance is required for these easements to overlap. Since it has been indicated that the plant material will not be placed within th'e pond area, is it possible to separate these easements or minimize the amount of overlap to better support the variance? 13. April 29, 2008 letter Continent 38g; Please show the 25 -foot building setback from the 100-year elevation of the storm water management facility. It was not apparent that these setback lines were labeled on the plan sheets. 14. April 29, 2008 letter Continent 38i; Please indicate a Non Access Easement across the 131 Street frontages. It was not apparent that this easement was labeled on the plan sheets. 15. April 29, 2008 letter Comment 38j; Please indicate the centerline radius of the internal access road. The City minimum is 150 -feet. Given the proposed development to the east and planned roadway connection, the Department is confirming if the proposed private street now needs to be a public street constructed to City standards. 16. April 29, 2008 letter Comment 38k; Please indicate the curb return radii of the proposed commercial entrance. It was not apparent where these radii were indicated. 17 April 29, 2008 letter Comment 381; Please verify that the pond is contained in an easement a minimum of 15 -feet from the 100 -year elevation or the top of the bank. Please also verify that a 20 -foot access easement is provided to access the pond for maintenance. The limits of these easements were not clear on the plan sheets submitted nor was it apparent where the access easement is located. 18. April 29, 2008 letter Comment 39b; The Department recommends that Detail PV -36 be revised to conform to the City's Local Street standard pavement section. Given the proposed development to the east and planned roadway connection, the Department is confirming if the proposed private street now reeds to be a public street constructed to City standards. 19. April 29, 2008 letter Comment 39c; Please add the City's 604 SWCR -02 detail for ADA ramps in the right -of -way (if any are planned). The Detail provided is not the City's standard detail for this application. 20. April 29, 2008 letter Comment 39d; Please indicate City standard SSD under the gravel shoulder on Detail 16. Please also indicate this piping on the Utility Plan. Please indicate the SSD under the gravel shoulder. A second. SSD is required under the swale if there is a swale adjacent to this shoulder. It was not apparent on the utility plan that these is an SSD proposed under the swale west of the entrance drive. Is this a temporary swale similar to the interior swale between the two building lots? Ms. Sherri Wilson November 26, 2008 RE: 131" Street US 3 I Phase 1 Infrastructure- Project Review 1/2 Page 3 of 5 21. April 29, 2008 letter Comment 39e; Detail TR -9 is not appropriate for installation in the right -of- way. The detail still shows the post set in concrete. Is there a requirement for a breakaway attachment for such installations? 22. April 29, 2008 letter Comment 40d; Please add the definitions from the Storm Water Technical Standards Manual for MFPG and MLAG to the plans sheets. Please contact this office for the definitions. Thank you for adding the definitions. However, the definitions are not complete. 23. April 29, 2008 letter Comment 40f; Please review the 50 -foot separation requirement between the top of bank or 100 -year pond elevation and the INDOT right -of -way with this Department. Thank you for your response. However, these detention ponds will not conform to the requirements of the policy until INDOT improves US -31. 24. April 29, 2008 letter Comment 41 c; Please coordinate the open cut for the gas service with the Alexandria Development. if located in an area to be resurfaced by the Alexandria project, the City requests that the gas main tap be completed prior to any resurfacing operations. The Department restates this comment. 25. April 29, 2008 letter Comment 41 f; The Department suggests the installation of City standard SSD under the curbing of the interior access drive. SSD is required under all curbing in the right of -way. Given the proposed development to the east and planned roadway connection, the Department is confirming if the proposed private street now needs to be a public street constructed to City standards. SSD is required under the curbing in the right -of -way due to the possibility of these improvements in the right -of -way being in place for several years. 26. April 29, 2008 letter Comment 42a; Please revise the "special backfill specification on the "Trench Detail and Trench Schedule" Detail to require backfill to City standards for installations in rights -of -way. Thank you for making the requested revision. Please delete the text that reads: "Special Backfill shall conform to 1NDOT 2I1.02b. 27. April 29, 2008 letter Comment 42b; Please add the City's standard cover and backfill notes for sanitary sewer main arid lateral and water main and lateral installation in City rights -of -way. It was not apparent that this language has been added to the plan set. 28. April 29. 2008 letter Comment 42c; Please include the City standard SSD under curb detail. SSD shall be double wall Hancor Hi -Q or equivalent. The Department restates this comment. Please refer to comment 26,of this letter. 29. April 29, 2008 letter Comment 43a; Please show the existing and proposed utility crossings on the street profile. Information shall include pipe sizes and invert elevations. The utility crossings were not shown. 30. April 29, 2008 letter Comment 44b; Please remove the references to Tomlinson Road. The reference to Tomlinson Road is still on the sheet. 31. April 29, 2008 letter Comment 50; July 30, 2007 letter Comment 42o. The construction drawings will need to address modifications to (or removal of) the existing church access roadway. The City requests the removal of the existing curb turnouts and facilities installed to accommodate the runoff from the existing and future access road. The pond overflow shall be accommodated in some fashion also. There is a limited receiving system to the east. The Department rescinds this previous comment; however, the watershed presently draining to the curb turnouts cannot be increased by the new. development. The Department rescinds the comment related to the proposed drainage system accommodating the church pond overflow; however, please continue to show the culvert under the access road extension. 32. April 29, 2008 letter Comment 53; July 30, 2007 letter Comment 41a. Please label all existing right -of -way, including the Grand Boulevard right -of -way. Thank you for making the requested revision; however, the rights -of -way are not completely labeled. 33. April 29, 2008 letter Comment 56; July 30, 2007 letter Comment 42f. Please confirm with the DOCS the need for pedestrian connectivity along the easternmost access drive. Please keep this Department updated on the status of this approval. 34. April 29, 2008 letter Comment 60; All piping and swales to convey off -site storm water and flood route shall be contained in 30 -foot easements. It was not apparent where these easements are provided. Will there be blanket easements on these properties? There are no easements over Ms. Sherri Wilson November 26, 2008 RE: 131" Street US 31 Phase 1 Infrastructure- Project Review #2 Page 4 of 5 the drainage piping from the internal roadway, no drainage easements over any piping between the detention ponds and the church property. 35. February 19, 2007 letter Comment 20. Thank you for your response. Even though the extension of the existing access road to the Church is within existing right -of -way and will be privately maintained, the connection will require Board of Public Works and Safety approval since it represents a change in use. 36. February 19, 2007 letter Comment 24. Thank you for your response. The right -of -way dedication documents may be obtained from Dick Hill. 37. February 19, 2007 letter Comment 27. Thank you for your response. The Department requires certified engineer's estimates; not bid values. 38. February 19, 2007 letter Comment 39. Thank you for your response. Please contact Dick Hill to recalculate the fees. 39. February 19, 2007 letter Comment 39a(1). The rights -of -way lines of US -31 are not labeled on the cover sheet. 40. February 19, 2007 letter Comment 39a(6). The Department restates the comment related to the residual piece of the original church property on the north side of US -31. ADDITIONAL COMMENTS FROM THIS REVIEW 41. Please revise the "granular backfill" reference in the legend on each sheet of the 700 series to be the same as the legend on the sanitary sewer profile sheets. 42. Thank you for your response Comment No.7 of the letter dated May 15, 2008 from the County Surveyor's Office. The response provided references the crossing permit application and not the question about detention. 43. A legal description of Parcel B was not included on any of the plan sheets. 44. Is it accurate to indicate on the Cover Sheet that there is 1.208 -acres of right -of -way being dedicated'? The right -of -way indicated as ROW -B was not dedicated; rather it was broken out as its own parcel/tract. 45. BPW approval is required for the open pavement cut for the proposed gas service and for any lane restrictions. Please also refer to Comtnent No. 24 of this letter. 46. Is it possible to relocate the proposed water main isolation valve outside of the right -of -way for the future roundabout? 47. Please confirm pipe run 725 -724 is for the existing detention pond overflow. Is the invert of 725 above the 100 -year elevation of the existing system? 48. Assuming that the 18 -inch pipe between structures 725 and 724 is not sized for the overflow of the existing church detention system, where is the new overflow weir and what is the maximum water surface elevation associated with this overflow? Does this have a negative impact on the existing and planned church building FFEIMFPG? 49. Does any part of the west side of the existing church access need to be re- worked for drainage? 50. Is the proposed curb turnout north of the existing church access adequate for the watershed draining to it? Does this curb turnout require stabilization down into the detention area? 51. Does the existing church detention area accommodate the new impervious area draining to it? This area generally drains to the east away from the pond. There cannot be an increase in flow to the south and the east due to the existing outfall conditions. The Department expects the existing church detention facility will need to be enlarged to detain the additional runoff from the increase in impervious area due to the proposed grading of the extension of the access road. Also, the Department expects that due to the lack of a normal crown in the access road, the watershed draining to the existing curb turnouts immediately north of 131 Street is increasing; which is undesirable. 52. Please indicate why the pipe run 705 -704 does not follow the parcel, /tract line. 53. The curb turnouts will require a variance from Section 305.05 of the Storm Water Technical Standards which indicates that: "Inlets or drainage structures shall be utilized to collect surface water through grated openings and convey it to storm sewers, channels, or culverts." Assuming Ms. Sherri Wilson November 24, 2008 RE: 131 Street US 31 Phase 1 Infrastructure- Project Review g2 Page 5 of 5 the variance is approved, is the allowable gutter spread and minimum lane width maintained on the new access roadway with the lack of a normal crown? If you have questions, please contact me at 571-2441. Sincer- ir# f Gary R. Dunc 1, Jr. P.E. Assistant City Engine Department o Engineering CC (Via Email): Angie Conn, Department of Community Services John Duffy, Carmel Utilities Paul Pace, Carmel Utilities Distribution Paul Arnone, Cannel Utilities Collection Greg Noyes, Hamilton County Surveyor's Office Greg Ilko, Crossroad Engineers, PC Jamie Browning, Browning Real Estate Partners CC: Department Review/File Copy Z :\shared \DHill\PROJREVO8 \131st &US3I PHASE] INFRASTRUCTURE #2.doc UR V EyOft'S op, C �'J am \:J fi_/ J7 i t t`..� if I= A I t I i L I 1f1 -c_) T 1 err r t Xenton C. `Ward, QT.74 suite r s Surveyor of .Hamilton County One.Namilton County Square (Phone 3 1 7 77 435 �l'oblesville, Indiana 4606o-22_3o 'Tax (317) 776-9623 November 18, 2008 Cripe Architects and Engineers ATTN: Chris Wiseman 3939 Priority Way South Drive Suite 400 Indianapolis, IN 46240 VIA E -MAIL: CWiseman @Cripe.biz RE: 131 Street and U.S. 31 Infrastructure Dear Mr. Wiseman: We have reviewed the construction plans submitted to the Hamilton County Surveyor's Office on October 17, 2008 and November 5, 2008 for this project and have the following comments: 1. The project is located in the incorporated area and MS4 jurisdiction of the City of Carmel. 2. The project falls in the J.R. Collins No. 1 Regulated Drain Watershed. 3. Please submit the following procedural items with the revised construction plans to this office, Petition for Reconstruction and Relocation (52.0), outlet permit, engineer's estimate, and a bond for 120% of reconstruction/relocation cost. The applications are available on our website at http: /www.co.hamilton.in.us, go to Departments, Surveyor, and Forms. 4. HCSO has reviewed the drainage calculations and preliminarily agrees with the release rates, pending review for compliance with Carmel's standards. 5. Please change the note to properly plug the J.R. Collins #1 tile just upstream of the CMP breather. Another breather will not need to be placed on the end of the tile, if the tile does not extend beyond 5 feet from the current breather. 6. Please provide a copy of the INDOT permit for the construction of the outlet pipe within the US 31 Right -of -way. 7. How will this property be divided into lots, detention areas, private drive area, ect? How are easements going to be conveyed to the appropriate utilities? Will this be done by plat? Some easement will be required for the new J.R. Collins #1 Regulated Drain. 8. Please note that further comments may be necessary at a later date. Should you have any questions, I can be reached at 317- 776 -8495. Sincerely, Greg Hoyes, AC, CFM Plan Reviewer CC: Christine Barton Holmes Carmel DOCS Dick Hill Carmel Engineering Amanda Foley Carmel Engineering Greg Ilko Crossroad Engineers Terry Hebert Browning Investments •wpY 3939 Priority Way South Drive ri Indianapolis, 400 Indiaapolis, Indiana 46240 317.844.6777 FAX# 317.706.6464 TRANSMIT L 1 www.cripe.biz a I 104 Architects Engineers Solutions by Design Since 1937 rP Date: 12/11/08 Cripe Job 060384 -20300 t To: City of Carmel Re: 131St Street and US 31 Infrastructure Department of Community Services 1328 -1440 West Main Street One Civic Square, 3rd Floor Carmel, IN 46032 Attention: Angie Conn 571 -2417 We are sending you the following items via: Courier Shop Drawings Prints X Plans Samples Specifications Copy of Letter Change Order X Attached Report Other Copies Date Description 12/10/08 Copies of Response Letters j 12/10/08 24 x 36 Construction Documents 1 12/11/08 CD w /Electronic Files THESE ARE TRANSMITTED as checked below: X For Approval Submit Approved as Submitted Copies for Approval For Your Use Return Approved as Noted Copies for Distribution As Requested Not Approved Reviewed for Compliance Signature Requested Resubmit Corrected Prints For Review and Comment Remarks: Please feel free to contact Chris Wiseman, Project Manager, at 706 -6429 or cwiseman @cripe.biz with any questions. c: Browning Signed: Sherri Wilson, Permit Specialist, 706 -6419 Scanned to file swilson @cripe.biz Transmittal Only: David Lach, Cripe Notice: The drawing /computer files listed above are the property of Cripe Architects Engineers and are transmitted for reproduction use only. Any modification or reuse of the documents without written permission from Cripe Architects Engineers is prohibited. Any person or entity using these documents tor any purpose other than the project for which they were originally intended, with or without permission from Cripe Architects Engineers, by their use agrees to indemnify and hold harmless Cripe Architects Engineers from any loss, including, but not limited to attorney's fees occurring from their use. O: \2006\ 060384 \20300 \DOCS \PERMITS \RE SUBMITTAL 12-11-08 \TRANSMITTAL_CARMEL DOCS_2008_12_1 1.DOC C i lp.e Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz December 11, 2008' C e its Gregory Ilko Crossroad Engineers, PC `ce& tQ 3417 Sherman Drive r Beech Grove, IN 46107 RE: 131sf Street and US 31 Dear Greg: Thank you for your comment letter dated November 17, 2008. Please find our responses below. 1. Comment: Per Section 102.02 vii of the manual, the hydraulic grade line shall be indicated on the profiles to demonstrate that the hydraulic grade line remains below the rim elevation for the design condition. Please review and revise. The plan and profile sheets do not show the hydraulic grade lines and noted above. Please review and revise. Response: The hydraulic grade line has been added to the profiles. See sheets C701 -C702. 3c. Comment: One or more typical cross sections of all proposed channels or other open drainage facilities (detention area, to include a cross section at the proposed walls) carried to a point above the 100 -year high water and showing the elevation of the existing land and the proposed changes, together with the high water elevations expected from the 100 -year storm under the controlled conditions called for by the City of Carmel's Stormwater Management Ordinance. Typical cross sections providing the required information were found in the construction plans. Please review and revise. Response: Added cross section A and B for Pond No. 1 and No. 2 to Sheet C301 which illustrate the characteristics of the pond. 3f. Comment: Typical cross section of pond is not in accordance with standard cross section. Typical cross sections providing the required information were found in the construction plans. Please review and revise. 0:\ 2006\ 060384 \20300 \does \Permits \Response letter_Crossroads_2008_12_1 1.doc ri e Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz Response: The cross sections have been revised. See sheet C301 for details. 4d. Comment: Pipe velocities for full flow not average velocities or velocities resulting from conveying the flow from the design storm in accordance with Section 305.03 of the manual. Structures 712, 710, 719 do not meet the minimum slope requirements for pipe velocities per Section 305.03. Please review and revise. Response: The profile slopes have been revised to meet minimum velocity requirements. Please refer to revised plan and profiles in the C700 series for revised slopes and the revised drainage report for confirmation of calculations. 7d. Comment: All Stormwater detention facilities shall be separated from any road right -of -way by no less than fifty (50) feet, measured from the top of bank or the 100 -year pool if no defined top of bank is present. The October 17 response states that "landscaping and guardrails (by INDOT)" deter vehicles from entering the pond. The submitted topographic information provided and the latest imaging available does not show guardrails along the right -of -way. Is the installation of guardrail an item INDOT has committed to in the future? If the existing right of way fence is to be used for a temporary barrier for vehicular traffic in advance of any proposals from INDOT, this is to be approved by the City Engineer's office. Any proposed landscape to be used to deter vehicular traffic shall also be approved by the City Engineer's office. Response: Per discussion with Gary Duncan due to the distance from the existing travel lane, the installation of a berm and existing vegetation for the basins are acceptable. 7e. Comment: Detention basins shall be sized to detain the runoff from the fully developed right -of -way per the City.of Carmel 20 -year Thoroughfare Plan. across all frontages, regardless of existing. watershed boundaries or drainage breaks /divides. The acreage of the full right -of -way width shall be included in the overall acreage of the development in determining the allowable release rate. The full width right of way has been treated as an "offsite contribution but should be considered in the calculation of the allowable release rate. Please review and revise. In addition, Section 1.2 of the submitted drainage report defines this submittal states "This report summarizes the master plan design for the Stormwater management system for the entire development" but in Section 4.0, the drainage report makes reference to "master plan of overall area O: \2006 \060384 \20300 \dots \Permits \Response letter _Crossroads_2008_12_11.doc Page 2 C ri pe Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz prepared by Schneider but none of this data has been provided. If this data is beneficial to the overall analysis of this site, please include it with the drainage report. Response: The PRE exhibit has been revised as well as the Drainage Report to reflect the full width right -of -way being added to the allowable calculation also. Schneider report has been added as a section in the Appendix. 9a. Comment: The flow path from the development outfall(s) to a regulated drain or natural watercourse (as determined by the City of Carmel) shall be provided on an exhibit that includes topographic information. Please review and revise accordingly. The response states that "these shall be included in the drainage report", but nothing was found in the submittal to address this issue. Please review and revise. Response: Refer to Sheet C301 for Flood Route Overflow Path and storm sewer pipe flows illustrating storm water directions. 9b. Comment: Where the outfall from the Stormwater drainage system of any development flows through real estate owned by other prior to reaching a regulated drain or watercourse, no acceptance shall be granted for such drainage until all owners of real estate and /or tenants crossed by the outfall consent in writing to the use of their real estate through a recorded easement or are notified of such proposal and their rights to appeal any approval of the design. Proof of this notification must be submitted to the jurisdiction entity. The plans call for the proposed outlet structure to be bored structure under U.S. 31. Any approvals that are required from INDOT for this proposed construction must. be submitted to the City of Carmel prior to approval of this drainage plan. This has been noted. Again, any approvals thatare required (received) from INDOT for this proposed construction must be submitted to the City of Carmel prior to approval of this drainage plan. Response: Comment noted. Once INDOT approval has been received, a copy will be forwarded to the city. 10. Comment: Per section 305.02 of the manual, the.piping network shall be sized to accommodate runoff from the 10 -year return frequency storm of the fully O: \2006 \060384 \20300 \dots\ Permits \Response letter_Crossroads_2008_l2_1 l.doc Page 3 ..,,,vtto,;,,,. .,,,,4,,,,A,„,„ r' e -4....-. Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz developed right -of -way per the City of Carmel 20 -year Thoroughfare Plan when detention facilities are not located adjacent to the. main thoroughfare. The piping network shall include stubs for future connections by the future.road improvement project: Please review and revise. The submitted response is that INDOT will collect runoff "during the reconstruction of the interchange of.U.S. 31 and intersection of 131St and Pennsylvania Streets Please provide details as to what is being proposed as it relates to the improvements along the frontage of this site. Response: Please refer to the attached plan and profile prepared for the INDOT improvements at this intersection and along US 31. No storm sewer plans have been provided to Cripe at this time. 16. Comment: Please cross reference the detail W -1 shown on sheet with the detention area notes on sheet C301. Response: Added cross sections detail on Sheet C301 illustrating water quality depth, but detail W -1 remains on the C400 series: Please contact me at 317- 706 -6429 or cwiseman @cripe.biz with any further questions or concerns: Sincerely, CR HITECTS ENG NEEERS hristopher M. Wiseman, P.E. Project Manager cc: Angie Conn, Carmel Department of Community Services Greg llko, CrossRoad Engineers Greg Noyes, Hamilton County Surveyor's Office Jamie Browning, Browning Terry Hebert, Browning Jeff Bower, Browning Amanda Foley, City of Carmel Nick Redden, City of Carmel Mike McBride, City of Carmel O: \2006 \060384 \20300 \dots \Permits \Response letter _Crossroads_2008_12_11.doc Page 4 C npe Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz Paul Pace, Carmel Utilities Distribution Paul Arnone, Carmel Utilities Collection John Duffy, Carmel Utilities Nick Jahn, VS Engineering Jay Gibson, CDG Consulting David Lach, Cripe O: \2006 \060384 \20300 \docs \Permits \Response leiter _Crossroads_2008_12_11.doc Page 5 n:Kr=s r� e Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz December 11, 2008 Steve Cook Water Distribution Manager Water Wastewater Utilities 3450 W. 131s Street Westfield, IN 46074 RE: 131st Street US 31 Dear Steve: Thank you for your letter of October 28, 2008. Please find our responses below. Comment: Move valves on 8" watermain to 12" watermain side. Response: Shifted valves to west side of access drive. See Sheet C501. Comment: Watermains must terminate with a hydrant, not a cap. Response: 8" waterline stubbing over to the east will be a lateral for the building so terminated with a cap instead of a fire hydrant. Please contact me at 317- 706 -6429 or cwiseman @cripe.biz with any further questions. Sincerely, CRIPE ITECTS ENGINE RS Christopher M. Wiseman, P.E. Project Manager cc: Angie Conn, Carmel Department of Community Services Greg Ilko, CrossRoad Engineers Greg Hoyes, Hamilton County Surveyor's Office Jamie Browning, Browning Terry Hebert, Browning Jeff Bower, Browning O:\ 2006\ 060384 \20300 \dots \Permits \Response Letter_Carmel Water_12 -1 1.doc Cnpe Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz Amanda Foley, City of Carmel Nick Redden, City of Carmel Mike McBride, City of Carmel Paul Pace, Carmel Utilities Distribution Paul Arnone, Carmel Utilities Collection John Duffy, Carmel Utilities Nick Jahn, VS Engineering Jay Gibson, CDG Consulting David Lach, Cripe Client Name Company Name Date Page 2 C tipe Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz December 11, 2008 Aaron Hoover Carmel Sewer Collections Inspector City of Carmel 760 3rd Avenue S.W. #110 Carmel, IN 46032 RE: 131 Street and US 31 Aaron: Thank you for your comments received via email. Below, please find our response. Comment: All of the manholes proposed for installation have 8" PVC pipes stubbed out for future connection. I wanted to make sure that these manholes have their exteriors coated, and that pressure -rated caps are used to terminate these pipe stubs in lieu of plugs. Also, for the future stub located at STA 8 +50, on the north side of the project, a manhole will need to be installed not an 8x8 "T Response: General note 15 has been added informing the contractor to exterior coat the manholes. Keynote 1 and 2 have been reworded to indicate pressure rated caps rather than stubs and the "T" has been removed and another stub placed in manhole 803. Refer to Sheet C501 for these revisions. Please contact me at 317- 706 -6429 or cwiseman @crioe.biz with any further questions or concerns. Sincerely, CRIPE HITECTS ENGINEERS Christopher M. Wiseman, P.E. Project Manager 0:\ 2006\ 060384 \20300 \dots \Permits \Response letter_Carmel Sewer_2008_12 -1 1.doc C npe Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz cc: Angie Conn, Carmel Department of Community Services Greg Ilko, CrossRoad Engineers Greg Noyes, Hamilton County Surveyor's Office Jamie Browning, Browning Terry Hebert, Browning Jeff Bower, Browning Amanda Foley, City of Carmel Nick Redden, City of Carmel Mike McBride, City of Carmel Paul Pace, Carmel Utilities Distribution Paul Arnone, Carmel Utilities Collection John Duffy, Carmel Utilities Nick Jahn, VS Engineering Jay Gibson, CDG Consulting David Lach, Cripe Client Name Company Name Date Page 2 e 7 T :•4,., Cripe -1......-- Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, .Suite 400 Indianapolis, Indiana 46240 www.cripe.biz December 11 2008 David Littlejohn Alternative Transportation Coordinator City of Carmel, Department of Community Services One Civic Square Carmel, IN 46032 RE: 131S Street and US 31 Dear David: Thank you for your comment letter dated November 14, 2008. Please find our responses below. ALTERNATIVE TRANSPORTATION REVIEW COMMENTS 1. Comment: The Carmel Clay Alternative Transportation Plan requires a 5' .sidewalk on each side of internal streets. Please revise your plans to include this change. Response: Due to road remaining as a private drive only the north side shall have concrete walk installed. 2. Comment: Please provide sidewalks along the entire length of the internal streets to its intersection with 131st St. Response: See revised site plan Sheet C201 illustrating the sidewalk extending down to 131st Street. Please contact me at 317- 706 -6429 or cwiseman @cripe.biz with any further questions or concerns. Sincerely, CRIP °CHITECTS ENGINEERS 4 Li istopher M. Wiseman, P.E. Project Manager O: \2006\ 060384 \20300 \dots \Permits \Response letter_Carmel Alt Trans_2008_12_11.doc in8t r S Cripe Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz cc: Angie Conn, Carmel Department of Community Services Greg Ilko, CrossRoad Engineers Greg Hoyes, Hamilton County Surveyor's Office Jamie Browning, Browning Terry Hebert, Browning Jeff Bower, Browning Amanda Foley, City of Carmel Nick Redden, City of Carmel Mike McBride, City of Carmel Paul Pace, Carmel Utilities Distribution Paul Arnone, Carmel Utilities Collection John Duffy, Carmel Utilities Nick Jahn, VS Engineering Jay Gibson, CDG Consulting David Lach, Cripe 0:\ 2006 \060384 \20300 \docs Permits \Response letter_Carmel Alt Trans_2008_12_11.doc Page 2 ri pe Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz December 5, 2008 Greg Hoyes Hamilton County Surveyor's Office On Hamilton County Square, Suite 188 Noblesville, IN 46060 -2230 RE: 131St Street and US 31 Dear Greg: Thank you for your comment letter dated November 18, 2008. Please find our responses below. 1. Comment: The project is located in the incorporated area and MS4 jurisdiction of the City of Carmel. Response: Comment noted. 2. Comment: The project falls in the J.R. Collins No. 1 Regulated Drain Watershed. Response: Comment noted. 3. Comment: Please submit the following procedural items with the revised construction plans to this office, Petition for Reconstruction and Relocation (52.0), outlet permit, engineer's estimate, and a bond for 120% of reconstruction /relocation cost. The applications are available on our website at http: /www.co.hamilton.in.us, go to Departments, Surveyor, and Forms. Response: Attached are the above mentioned documents with the exception of the engineer's estimate and bond which will be provided by Browning. 4. Comment: HCSO has reviewed the drainage calculations and preliminarily agrees with the release rates, pending review for compliance with Carmel's standards. Response: Comment noted. Refer to response letters to Crossroads and the City of Carmel verifying all outstanding comments have been addressed. 5. Comment: Please change the note to properly plug the J.R. Collins #1 tile just upstream of the CMP breather. Another breather will not need to be placed on O:\ 2006\ 060384 \20300 \dots \Permits \Response letter_HSCO_2008_12_1 1.doc tdgtr ri pe -411.0-. Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz the end of the tile, if the tile does not extend beyond 5 feet from the current breather. Response: Added keynote 32 on Sheet C101 to install plug 5 feet upstream of existing breather. 6. Comment: Please provide a copy of the INDOT permit for the construction of the outlet pipe within the US 31 Right -of -way. Response: INDOT is still in the review process. Once the permit is received a copy will be forwarded to the Surveyor's Office. 7. Comment: How will this property be divided into lots, detention areas, private drive area, etc? How are easements going to be conveyed to the appropriate utilities? Will this be done by plat? Some easement will be required for the new J.R. Collins #1 Regulated Drain. Response: All easements will be conveyed by exhibit and legal description. These exhibits shall be forwarded for your review once completed prior to recording. 8. Comment: Please note that further comments may be necessary at a later date. Response: Comment noted. Please contact me at 317- 706 -6429 or cwiseman @cripe.biz with any further questions or concerns. Sincerely, CRIPE ITECTS ENGINEERS �f Christopher M. Wiseman, P.E. Project Manager cc: Angie Conn, Carmel Department of Community Services Greg Ilko, CrossRoad Engineers Greg Noyes, Hamilton County Surveyor's Office Jamie Browning, Browning Terry Hebert, Browning Jeff Bower, Browning Amanda Foley, City of Carmel O:\ 2006 \060384 \20300 \docs \Permits \Response letter_HSC0_2008_12_11.doc Page 2 ripe Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz Nick Redden, City of Carmel Mike McBride, City of Carmel Paul Pace, Carmel Utilities Distribution Paul Arnone, Carmel Utilities Collection John Duffy, Carmel Utilities Nick Jahn, VS Engineering Jay Gibson, CDG Consulting David Lach, .Cripe O: \2006 \060384\ 20300 \docs \Permits \Response lefter_HSCO_2008_12_11.doc Page 3 ri e Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz December 10, 2008 Mr. Gary Duncan City of Carmel One Civic Square Carmel, IN 46032 RE: 131st Street and US 31 Phase I Infrastructure Dear Gary: Thank you for your comment letter dated November 26, 2008. Please find our responses below. 1. Comment: Please verify if the Agreement dated September 26, 2007 has been modified to include the final value established at the last meeting between the City and Browning. Response: Browning to coordinate this document with the City of Carmel directly. 2. Comment: It appears that signage is required to be placed in the INDOT work Zone Safety Manual. The distance from the work zone to the Road Construction Ahead sign may be reduced to 350 -feet. It appears that signage is. required to be placed in the INDOT right -of -way. As previously stated, all proper permits from INDOT are required. Please confirm if Vectren will do the open cut of Main Street. If this is not the case, maintenance of traffic plan will need to be developed and included with this plan set. Response: Please refer to the revised Sheet C603 for dimension revisions. Cripe has contacted INDOT and Vectren and are awaiting formal responses in regards to sign placement and open cut. 3. Comment: The Department is verifying that detention is provided for this area of the church property with Crossroad Engineers. Response: Noted refer to Drainage Report for confirmation that post developed area after private drive construction is less area than the Masterplan indicated. Refer to Appendix C for the Map and previous report. 4. Comment: April 29, 2008 letter Comment 21; July 30, 2007 letter Comment 421. The Development Plan did not indicate the requisite storm water /drainage 0:\ 2006 \060384 \20300 \dots \Permits \Response lefter_City of Carmel Eng_2008_12_10.doc r� e Nikowv. Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz information required by Section 100 of the Storm Water Technical Standards Manual. Please include such information required by Section 100 of the Storm Water Technical Standards Manual. Please include such information on the construction plans. Response: Information has been supplied on the C200, C300,and C500 series in the construction documents. 5. Comment: All permits required from the INDOT for the storm sewer bore under US -31 shall be obtained prior to approval of the construction drawings. Please keel this department updated on the status of this approval. Response: Cripe has formally applied for the INDOT Crossing Permit. Once a copy is received, we will forward it the City for your files. 6. Comment: There shall be no castings for storm, sewer, water or other utilities in pavement, curb, sidewalk or path within the City right -of -way. Thank you for changing the note. However, the note has not been changed to completely conform to this requirement. Response: Note has been changed. 7. Comment: The Department understands that the commitment provided includes the value of the construction of this path. Response: Browning to coordinate this document with the City of Carmel directly. 8. Comment: Please confirm with the DOCS the need for interim pedestrian connectivity into the site from the intersection of 131St Street and Pennsylvania Street. Please keep this department updated on the status of this issue. Response: Please refer to the Sheet C201 for the sidewalk extension to 131 Street. 9. Comment: Please resolve any outstanding issues related to the sidewalk of the interior access drive with DOCS. Given the proposed development to the east and planned roadway connection, the Department is confirming if the proposed private street now needs to be a public street constructed to City standards. Response: At this time the road shall be constructed and labeled as a private drive and a sidewalk shall be installed along the north side of the access drive only. 10. Comment: Please stamp the plans "Approval Pending -Not for Construction" until plans are approved. It was not apparent where these notes were indicated on each sheet. O: \2006 \060384\ 20300 \docs \Permits \Responseletter_C t y of Carmel En g_ 2008 12 10.doc Page 2 t ipe Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz Response: Removed seal and placed this in certification box. 11. Comment: Please add a note to the plans that requires removal of the portion of the existing driveway within the proposed right -of -way to conform to the requirements °of`Carmel City Code Section 6- 227(h). It was not apparent where this note was indicated. Response: Refer to keynote 33 added to Sheet C101 stating this requirement. 12. Comment: Are any tree preservation easements or landscaping easement planned? If so, are such easements overlapped by drainage, utility, sewer or other easements? A variance is required for these easements to overlap. Since it has been indicated that the plant material will not be placed within the pond area, is it possible to.separate these easements or minimize the amount of overlap to better support the variance? Response: The tree preservation and landscaping easement shall overlap in the drainage easement along the US 31 corridor. There are no other utility easements proposed along the US 31 corridor. At this time Browning Day is preparing a buffer yard planting plan for this development to identify the areas where plantings will occur. 13. Comment: Please show the 25 -foot building setback from the 100 -year elevation of the storm water management facility. It was not apparent that these setback lines were labeled on the plan sheets. Response: Refer to Sheet C201 for setback line and labels. 14. Comment: Please indicate a Non Access Easement across the 131st Street frontages. It was not apparent that this easement labeled on the plan sheets. Response: Refer to Sheet C201 for added 2' non access easement on the frontage of 131St Street. 15. Comment: Please indicate the centerline radius of the internal access road. The City minimum is 150 -feet. Given the proposed development to the east and planned roadway connection, the Department is confirming if the proposed private street now needs to be a public street constructed to City standards. Response: Added same curve table that was provided on Sheet C601 to Sheet C201 which indicates the radius exceeds the min. of 150'. At this time the road shall remain private. 16. Comment: Please indicate the curb return radii of the proposed commercial entrance. It was not apparent where these radii were indicated. O: \2006 \060384 \20300 \dots \Permits \Response letter_City of Carmel Eng_2008_12_10.doc Page 3 Cripe Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz Response: The radius is 40' to the back of the curb and is labeled on Sheet C201 for the main entrance and 25' radius at the entrance to the Hotel parcel. 17. Comment: Please verify that the pond is contained in an easement a minimum of 15 -feet from the 100 -year elevation or the top of.the bank. Please also verify that a 20 -foot access easement is provided to access the pond for maintenance. The limits of these easements were not clear on the plan sheets submitted nor was it apparent where the access easement located. Response: The lines and labels have been properly addressed for the easements on Sheet C201 and a hatched area identifies the 20' access path to the pond from the easement. The path across the lot through the parking lot shall be through the drainage easement along the enclosed storm sewer. 18. Comment: The Department recommends that Detail PV -36 be revised to conform to the City's Local Street standard pavement section. Given the proposed development to the east and planned roadway connection, the Department is confirming if the proposed private street now needs to be a public street constructed•to City standards. Response: The road shall remain private so detail PY -36 will not be revised. 19. Comment: Please add the City's 604 SWCR -02 detail for ADA ramps in the right- of -way (if any are planned). The Detail provided is not the City's standard detail for this application. Response: Inserted new City detail and deleted previous detail on Sheet C203. 20. Comment: Please indicate City standard SSD under the gravel shoulder on Detail 16. Please also indicate this piping on the Utility Plan. Please indicate the SSD under the gravel shoulder. A second SSD is required under the swale if there is a swale adjacent to this shoulder. It was. not apparent on the utility plan that these are an SSD proposed under the swale west of the entrance drive. Is this a temporary swale similar to the interior swale between the two building lots? Response: Due to INDOT removing and replacing this roadway and swale in the future this pipe has not been added at this time. The swale west of the drive shall be reworked during the. intersection improvements by INDOT thus is a temporary swale. 21. Comment: Detail TR -9 is not appropriate for installation in the right -of -way. The detail still shows the post set in concrete. Is there a requirement for a breakaway attachment for such installations? Response: Stop sign has been removed from this project at this time. O: \2006 \060384 \20300 \docs \Permits \Response letter_City of Carmel Eng_2008_12_10.doc Page 4 ri e 0 Architects+ Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz 22. Comment: Please :add'the definitions from the Storm Water Technical Standards Manual for MFPG and MLAG to the plans sheets. Please contact this office for the definitions. Thank you for adding the definitions. However, the definitions are not complete. Response: Definitions added to Sheet C301 and C302. 23. Comment: Please review the 50 -foot separation requirement between the top of bank or 100 year pond elevation and the INDOT right -of -way with this Department. Thank you for your response. However, these detention ponds will not conform to the requirements of the policy until INDOT improves US-31. Response: Basin No. 1 has a proposed berm 2' high and is located 60' from the toe of slope of the INDOT US 31 north bound travel lane thus it is our opinion this has adequate separation. Basin No. 2 is 60' from toe of slope to an existing heavily wooded/ vegetated area that is being preserved along the west side of the basin which is our opinion that this is adequate separation. 24. Comment: Please coordinate the open cut for the gas service with the Alexandria Development. If located in an area to be resurfaced by the Alexandria project, the City requests that the gas main tap be completed prior to any resurfacing operations. The Department restates this comment. Response: Cripe has contacted Vectren to verify how they will construct the gas line and to establish the schedule for coordination with Alexandria development. Note that this pavement wilt be removed and replaced in its entirety once the INDOT project starts. 25. Comment: The Department suggests the installation of City standard SSD under the curbing of the interior access drive. SSD is required under all curbing in the right -of -way. Given the proposed development to the east and planned roadway connection, the Department is confirming if the proposed private street now needs to be a public street constructed to City standards. SSD is required under the curbing 'in the right -of -way due to the possibility of these improvements in the right -of -way being in place for several years. Response: The road shall remain private so the SSD will not be added under the entire curb at this time. However a 5' stub shall be added at each Structure located in the private drive extending down the curb line. 26. Comment: Please revise the "special backfill" specification on the "Trench Detail and Trench Schedule" Detail to require backfill to City standards for installations O:\ 2006 \060384 \20300 \docs \Permits \Response letier_City of Carmel Eng_2008_12_10.doc Page 5 s r� e Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz in rights -of -way. Thank you for making the requested revisions. Please delete the text•that reads: "Special Backfill shall conform to INDOT 211..02b." Response: Deleted text from detail on Sheet C703. 27. Comment: Please add the City's standard cover and backfill notes for sanitary sewer main and lateral water main and lateral installation in City rights -of -way. It was not apparent that this language has been added to the plan set. Response: Refer to Sheet C703 for additional language added to detail. 28. Comment: Please include the City standard SSD under curb detail. SSD.shall be double wall Hancor Hi -Q• or equivalent. The Department restates this comment. Please refer to comment 26 of this letter. Response: Note 24 has been previously added to Sheet C501 but the road will remain private therefore no SSD will be added under the curb at this time. 29. Comment: Please show the existing and proposed utility crossings on the street profile. Information shall include pipe sizes and invert elevations. The utility crossings were not shown. Response: Refer to Sheet C601 and C602 for added crossing information. Note that crossing information is relative to the centerline. 30. Comment: Please remove the references to Tomlinson Road. The reference to Tomlinson Road is still on the sheet. Response: Plan now references 131st Street. 31. Comment: The construction drawings will need to address modifications to (or removal of) the existing church access roadway. The City requests the removal of the existing and future access road. The pond overflow shall be accommodated in some fashion also. There is a limited receiving system to the east. The Department. rescinds this previous comment; however, the watershed presently draining to the curb turnouts cannot be increased by the new development. The Department rescinds the comment related to the proposed drainage system accommodating the church pond overflow; however, please continue to show the culvert under the access road extension. Response: Please refer to added Appendix in drainage report and exhibit which illustrates that there is less area in the post developed condition flowing to the pond that per Arsee plan. O: \2006 \060384 \20300 \dots \Permits \Response letter_City of Carmel Eng_2008_12_10.doc Page 6 Ct l p e Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz 32. Comment: Please label all existing right -of -way, including the Grand Boulevard right -of -way. Thank you for making the requested revision; however, the rights of -way are not completely labeled. Response: 90' R/W and Instrument number 1 included on Sheet C202. 33. Comment: Please confirm with the DOCS the need for pedestrian connectivity along the easternmost access drive. Please keep this Department updated on the status of this approval. Response: No sidewalk shall be extended down Grand Boulevard at this time. 34. Comment: All piping and swales to convey off -site storm water and flood route shall be contained in 30 -foot easements. It was not apparent where these easements are provided. Will there be blanket easements on these properties? There are no easements over the drainage piping from the internal roadway, no drainage easements over any piping between the detention ponds and the church property. Response: Easements shall be dedicated via exhibit and description. Exhibits shall be provided for review prior to recording. 35. Comment: Thank you: for your response. Even though the extension of.the existing access road to the church is within right -of -way and will be privately maintained, the connection will require Board of Public Works and Safety approval since it represents a change in use. Response: Cripe shall request this road cut to Board of Public Works. 36. Comment: Thank you for your response. The right -of -way dedication documents may be obtained from Dick Hill. Response: Browning.shall contact Rick Hill to complete this process. 37. Comment: Thank you for your response. The Department requires certified engineer's estimates; not bid values. Response: Engineer estimates shall be provided for the bonds. 38. Comment: Thank you for your response. Please contact Dick Hill to recalculate the fees. Response: Browning shall contact Rick Hill to complete this process. 39. Comment: The rights -of -way lines of US -31 are not labeled on the cover sheet. Response: Label has been added to the Cover Sheet. 0: \2006 \060384 \20300 \docs Permits \Response letter_City of Carmel Eng_2008_12_10.doc Page 7 r� e Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz 40. Comment: The Department restates the comment related to the residual piece of the original church property on the north side of US -31. Response: This shall be coordinated with Dick Hill •to determine fees. ADDITIONAL COMMENTS FROM THISREVIEW 41. Comment: Please revise the "granular backfill" reference in the. legend on each. sheet of the 700 series to be the same as the legend on the sanitary sewer profile sheets. Response: Update label in legend in C700 and C800 series. 42. Comment: Thank you for your response Comment No. 7 of the letter dated May 15, 2008 from the County Surveyor's Office. The response provided references the crossing permit application and not the question about detention. Response: Due to the lack of a firm plan from INDOT we are moving forward with these construction plans. 43. Comment: A legal description of Parcel B was not included on any of the plan sheets. Response: Added legend description for Parcel B to Sheet C100. 44. Comment: is it accurate to indicate the Cover Sheet that there are 1.208 -acres of right -of -way being dedicated? The right -of -way indicated the ROW -B was not dedicated; rather it was broken out as its own parcel /tract. Response: Deleted dedicated from label on Cover Sheet and Site Plan. 45. Comment: BPW approval is required for the open pavement cut for the proposed gas service and for any lane restrictions. Please also refer to Comment No. 24 of this letter. Response: Cripe has contacted Vectren to verify how they will construct the gas line and verify schedule for coordination with Alexandria development. Note that this pavement will be removed and replaced in its entirety once the INDOT project starts. 46. Comment: Is it possible to relocate the proposed water main isolation valve outside of the right -of -way for the future roundabout? Response: Shifted valve approximately 60' to the north to keep out of future roundabout. 0: \2006 \060384 \20300 \docs Permits \Response letter_City of Carmel Eng_2008_12_10.doc Page 8 0 ri e Architects i- Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz 47. Comment: Please confirm pipe run 725-724-is for the existing detention pond overflow. Is the invert of 725 above the 100 -year elevation of the existing system? Response: Pipe run 725 -724 is only for pond overflow. Per Arsec report added to Appendix the 100 -year is 869.95 and is proposed invert is 870.25 which is higher then 100 -year elevation. 48. Comment: Assuming that the 18 -inch pipe between structures 725 and 724 is not sized for the overflow of the existing church detention system, whee is the new overflow weir and what is the maximum water surface elevation associated with this overflow? Does this have a negative impact on the existing and planned church building FFE /MFPG? Response: This 18" pipe is the overflow route of the pond. 49. Comment: Does any part of the west side of the existing church access need to be re- worked for drainage: Response: Refer to C302 for extra spot elevation around the curb cut and the access drive to the church. 50. Comment: Is the proposed curb turnout north of the existing church access adequate for the watershed drainage to it? Does this curb turnout require, stabilization down into the detention area? Response: Refer to Sheet C402 for Rip -rap at end of concrete turn -out. Refer to calculation in Drainage Report for sizing and spread at turn -out locations. 51. Comment: Does the existing church detention area accommodate the new impervious area draining to it? This area generally drains to the east away from the pond. There cannot be an increase in flow to the south and the east due to the existing outfall conditions. The Department expects the existing church detention facility will need to be enlarged to detain the additional runoff from the increase in impervious area due to the proposed grading of the extension of the access road. Also, the Department expects that due to the lack of a normal crown in the access road, the watershed draining to the existing curb turnouts immediately north of 131:st Street is increasing; which is undesirable. Response: Please refer to added Appendix in drainage report and exhibit which illustrates that there is Tess area in the post developed condition flowing to the pond that per Arsee plan. O: \2006 \060384 \20300 \docs \Permits \Response letter_City of Carmel Eng_2008_12_10.doc Page 9 C tipe Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz 52. Comment: Please indicate why the pipe run 705 -704. does not follow the parcel /tract line. Response: Due to the.existing fiber optics line this storm need to cross at a 90' thus not paralleling a lot line. 53. Comment: The. curb turnouts will require a variance from Section 305.05 of the Storm Water Technical Standards which indicates that: "Inlets or drainage structures shall be utilized to collect surface water through grated openings and. convey it to storm sewers, channels, or culverts." Assuming the variance is approved, is the allowable gutter spread and minimum lane width maintained on the new access roadway with the lack of a normal crown? Response: The turn out for the 131St Street Improvements are temporary and INDOT shall removeand rework drainage in the future. The. turnout on the private drive located in Grand Boulevard was added to minimize the storm water runoff to the east. Calculations illustrating gutter spread was added to the drainage report illustrating a clear travel lane is present at these locations. Please contact me at 317- 706 -6429 or cwiseman @cripe.biz with any further questions or concerns. Sincerely, CRIPE ARCHITECTS ENGINEERS 11 4 Christopher M. Wiseman, P.E. Project Manager cc: Angie Conn, Carmel Department of Community Services Greg Ilko, CrossRoad Engineers Greg Noyes, Hamilton County Surveyor's Office Jamie Browning, Browning Terry Hebert, Browning Jeff Bower, Browning Amanda Foley, City of Carmel Nick Redden, City of Carmel Mike McBride, City of Carmel Paul Pace, Carmel Utilities Distribution Paul Arnone, Carmel Utilities Collection j O: \2006 \060384 \20300 \docs \Permits \Response letter_City of Carmel Eng_2008_12_10.doc Page 10 e Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz John Duffy, Carmel Utilities Nick Jahn, VS Engineering Jay Gibson, CDG Consulting David Lach, Cripe O:\ 2006 \060384 \20300 \docs \Permils \Response letter_City of Carmel Eng_2008_12_10.doc Page 11 x 11 /ii� l ifl of C City ti ea i November 14, 2008 Mr. Christopher Wiseman Cripe Architects and Engineers 7172 Graham Rd Indianapolis, IN 46250 RE: 1328 -1440 W Main St. Dear Mr. Wiseman: The following letter represents comments for this project specifically addressing the area of alternative transportation. I have reviewed the drawings submitted for the November 19, 2008 Technical Advisory Committee meeting and offer the following comments: ALTERNATIVE TRANSPORTATION REVIEW COMMENTS 1) The Carmel Clay Alternative Transportation Plan requires a 5' sidewalk on each side of internal streets. Please revise your plans to include this change. 2) Please provide sidewalks along the entire length of the internal streets to its intersection with 131 St. We request that all responses to our comments be provided in writing. Failure to provide written responses may result in delay of the review process. It is critical that this office be made aware of all modification made on the plans being re- submitted, particularly if any such changes are considered "new" or fall outside of our previous reviews. Please provide revised plans indicating all revisions. Please notify us of any changes and specifically state any changes, including changes resulting from Plan Commission, Special Studies or other committee meetings. The Department of Community Services reserves the right to provide additional comments based on subsequent reviews. If you have questions, please contact me at 571 -2417. Sincerely, David Littlejohn Alternative Transportation Coordinator Department of Community Services cc: Angie Conn, Department of Community Services Engineering Department Review Project File ONE. CIVIC SQUARE CARMEL, INDIANA 46032 317/571 2417 C arirnell Police Dc &ri men1 3 -C➢. e C rrne1, tf 4L 46032 i\ October 21, 2008 Sherri Wilson Cripe 3939 Priority Way S. Dr., Suite 400 9 Indianapolis, IN 46240 RE: Job 060384 -20300 131 Street and US 31 Phase I 1328 -1440 West Main Street Dear Ms. Wilson: The above mentioned project has been received and reviewed. 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, Timo Green Acting Chief of Police TJG:vb cc: Dept. of Community Services (317) 571 -2500 A Nationally ccredited: Law: Enforcement Agency Fax (317) 571 2512 Y 9 Y 3939 Priority Way South Drive r 1 Suite 400 Indianapolis, Indiana 46240 1 317.844.6777 FAX# 317.706.6464 TRANSMITTAL 6 4 www.cripe.biz RENO Architects Engineers B.4r Solutions by Design Since 1937 70,4 Date: 10/17/08 Cripe Job 060384 -20300 DQ ol pr To: City of Carmel Re: 131St Street and US 31 Phase I mi Department of Community Services Infrastructure One Civic Square, 3rd Floor 1328 -1440 West Main Street Carmel, IN 46032 Attention: Angie Conn 571 -2417 We are sending you the following items via: Courier 1 -hour Shop Drawings Prints X Plans Samples Specifications Copy of Letter Change Order X Attached Report Other Copies Date Description 1 10/17/08 Response Letter 10/17/08 Copies of Response Letters 2 10/17/08 24 x 36 Construction Documents 1 10/17/08 CD w /Autocadd files and PDFs THESE ARE TRANSMITTED as checked below: X For Approval Submit Approved as Submitted Copies for Approval For Your Use Return Approved as Noted Copies for Distribution As Requested Not Approved Reviewed for Compliance Signature Requested Resubmit Corrected Prints For Review and Comment Remarks: Please feel free to contact Chris Wiseman, Project Manager, at 706 -6429 or cwiseman @cripe.biz with any questions. c: Distribution List Signed: Sherri Wilson, Permit Specialist, 706 -6419 Scanned to file swilson @cripe.biz Transmittal Only: Notice: The drawing /computer files listed above are the property of Cripe Architects Engineers and are transmitted for reproduction use only. Any modification or reuse of the documents without written permission from Cripe Architects Engineers is prohibited. Any person or entity using these documents for any purpose other than the project for which they were originally intended, with or without permission from Cripe Architects Engineers, by their use agrees to indemnify and hold harmless Cripe Architects Engineers from any loss, including, but not limited to attorney's fees occurring from their use. O: \2006\ 060384 \20300 \DOCS \PERMITS \RE SUBMITTAL 10 -17 -08 \TRANSMITTAL_CARMEL DOCS_2008_10_17.DOC Cripe Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 p,:' Facsimile 31706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240,,, www.cripe. biz October 17, 2008 Angelina Conn, Planning Administrator Department of Community Services City of Carmel One Civic Square Carmel, IN 46032 RE: 131st Street and US 31 Phase I Dear Angie: Thank you for your email of February 18, 2008. Please find our responses below. Comment: Please verify the road right -of -way width and dedication along 131st Street with the Carmel Engineering Department. Response: The proposed right -of -way dedication width along 131st Street has been approved by Carmel Engineering Department. Comment: Note: additional comments may be made at the TAC meeting. Response: Comment noted. Comment: Please show /label the proposed roundabout on the plans at the intersection of your private drive and 131St Street. Response: Carmel Engineering has requested this not be shown on the construction documents. If you have any questions, please feel free to contact me at 317- 706 -6429 or cwiseman@cripe.biz. Sincerely, CRIPE ARCHITECTS ENGINEERS Christopher M. Wiseman, P.E. Project Manager r� e �o Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz cc: Jamie Browning, Browning Real Estate Partners David Lach, Cripe Gary Duncan, City of Carmel Engineering Angie Conn, City of Carmel DOCS Amanda Foley, City of Carmel Stormwater Greg Noyes, Hamilton County Surveyor's Office Greg Ilko, CrossRoad Engineers Steve Cook, Carmel Water Paul Pace, Carmel Utilities John Duffy, Carmel Utilities File O: \2006\ 060384\ 20300 \docs \Permits \ResponseLtr_Carmel DOCS_2008_1 O_17.doc Page 2 C ripe Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 s i 3170706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz till (4 1 October 17, 2008 TS\ DOOS Gregory llko, P.E. \'41/4„ CrossRoad Engineers, P.C. H j 4 3417 South Sherman Drive Beech Grove, IN 46107 Re: 131ST STREET AND U.S. 31 PHASE I INFRASTRUCTURE Dear Mr. Ilko: Thank you for your comment letter of February 18, 2008. Please find our responses below. 1. Per Section 102.02 vii of the manual, the hydraulic grade line shall be indicated on the profiles to demonstrate that the hydraulic grade line remains below the rim elevation for the design condition. Please review and revise. Response: Hydraulic grade line has been added to the storm sewer profiles. 2. The storm sewer plan /profile sheets shall include the statement shown in Section 102.02 vii as shown page 100 -4 of the manual. Please revise accordingly. Response: Statement has been added to the sheets. 3. Per Section 102.02 xi, please revise the grading plan shall include the following information: a. Details of all existing streams and watercourses, and new drainage systems such as culverts, storm sewers, sub surface drains (swales, dry detention and roadways), curbing, conveyance channels, and 100 -year overflow paths /ponding areas shown as hatched area, along with all associated easements. Details to be shown include structure locations, with structure number reference and top of casting elevations, piping between structures. Existing structure and pipe information shall be as -built information and not design elevations. Response: Comment noted. Information has been shown as requested. b. Location, size, and dimensions of features such as permanent retention or detention facilities used for the purpose of Stormwater management. Include new ponds or basins to be built, critical pond elevations, pond bottom elevation, top bank elevation, spillway location and elevation, and transverse slopes of dry detention areas. Response: Labels and dimensions have been added to the Construction Documents. „„x 4445 C ri pe a Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz c. One or more typical cross sections of all proposed channels or other open drainage facilities (detention area, to include a cross section at the proposed walls) carried to a point above the 100 -year high water and showing the elevation of the existing land and the proposed changes, together with the high water elevations expected from the 100 -year storm under the controlled conditions called for by the City of Carmel's Stormwater Management Ordinance. Response: Cross sections and labels have been added to the Construction Documents. d. A drainage summary, including site acreage, off site /upstream acreage, allowable release rates, post- developed 10 -year, and 100 -year flows leaving the site, volume of detention required, volume of detention provided and any release rate. Response: Summary has been added to the Grading Plan. Definition of minimum flood protection grade in accordance with this manual. Response: Definition included on grading plan. e. Typical cross section of pond if not in accordance with standard cross section. Response: Cross section has been added to the Grading Plan and side slopes are 3:1 with erosion blanket for armorment: 4. Per Section 102.03 of the manual, please revise the pipe sizing calculations in the storm drainage report to include the following: a. Inlet grate design, including gutter spread calculations, in accordance with Section 305.05 of the manual. Response: Grate design calculations have been added to the Drainage Report. b. Time of concentration and time of travel calculations for local and aggregate basins. Response: Included in Drainage Report. c. Rainfall intensity data table. Response: Included in Drainage Report. 0: \2006 \060384\ 20300 \docs\ Permits \ResponseLtr_Crossroad_2008_1 O_17.doc Page 2 Cilpe Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz d. Pipe velocities for full flow not average velocities or velocities resulting from conveying the flow from the design storm in accordance with Section 305.03 of the manual. Response: Included in Drainage Report. 5. Per Section 102.03 of the manual, if hydrologic or hydraulic models are used, the input and output files for all necessary runs shall be included in the appendices. Please review and revise accordingly. Response: These files have been included in the appendices. 6. Per Section 102.03 of the manual, the Stormwater drainage technical report shall contain a discussion of the steps taken in the design of the Stormwater drainage system. In order to gain an understanding of and to evaluate the relationship between the proposed improvements for a specific project section /phase and the proposed improvements for an overall multi- section (phased) project, the detailed information requested herein for the first section /phase being permitted shall be accompanies by an overall project plan that includes the location, dimensions, and supporting analyses of all detention /retention facilities, primary conveyance facilities, and outlet conditions. Please review and revise accordingly. Response: Report has been revised to include the phasing description. 7. Please review and revise the construction plans and drainage calculations per the following items from Section 302.06 of the manual: a. The 100 -year elevation of Stormwater detention facilities shall be separate by not less than 25 feet from any building or structure to be occupied. Response: Comment noted. The 100 year elevatio has been labeled on the Construction drawings. b. The Lowest Adjacent Grade for all commercial buildings shall be set a minimum of 2 feet above the 100 -year pond elevation or 2 feet above the emergency overflow weir elevation, whichever is higher. Response: Plans have been revised. c. In addition to the Lowest Adjacent Grade requirements, any basement floor must be at least a foot above the normal water level of any wet bottom pond. Response: Note added to plans. d. All Stormwater detention facilities shall be separated from any road right -of- way by no less than fifty (50) feet, measured from the top of bank or the 100 year pool if no defined top of bank is present. O: \2006\ 060384\ 20300 \docs\ Permits\ ResponseLtr _Crossroad_2008_1O_17.doc Page 3 pe Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz Response: Due to the nature of the 90' build to line along US31 this cannot be achieved along the corridor, but due to landscaping and guardrails (by INDOT) the vehicles are deterred from entering the ponds. e. Detention basins shall be sized to detain the runoff from the fully developed right -of -way per the City of Carmel 20 -year Thoroughfare Plan across all frontages, regardless of existing watershed boundaries or drainage breaks /divides. The acreage of the full right -of -way width shall be included in the overall acreage of the development in determining the allowable release rate. Response: Detention facilities have been sized accordingly. 8. Please review and revise the construction plans per the following items from Section 302.08 of the manual: a. Provisions shall be incorporated into facilities for complete interior drainage of dry bottom facilities, including a minimum of 1% bottom slope in all directions if tile underdrains are provided and a minimum of 2% if no underdrains are provided. Response: These facilities shall be used for water quality treatment as well as detention so they have been designed equality flat (0.10 but with a SSD and an infiltration media in order to drain the Stormwater so no long term ponding is anticipated. This concept was discussed with Amanda Foley prior to designing and was verbally accepted. b. In excavated detention facilities, a minimum slope of 3:1 shall be provided for stability. Response: 3:1 is the maximum side slope of the infiltration basins and this shall be stabilized with an erosion control blanket. 9. Per Section 301.12 of the manual, the design and construction of the Stormwater facility shall provide for the discharge of the Sformwater runoff from off -site land areas as well as the Stormwater from the area being developed to an acceptable outlet (as determined by the City of Carmel) having capacity to receive upstream (off -site) and on -site drainage. The construction plans and drainage report do not provide any information as to the downstream receiving outlet for the proposed outlet structure. a. The flow path from the development outfall(s) to a regulated drain or natural watercourse (as determined by the City of Carmel) shall be provided on an exhibit that includes topographic information. Please review and revise accordingly. O:\ 2006 \060384\ 20300 \dots\ Permits\ ResponseLtr _Crossroad_2008_10_17.doc Page 4 ri p e �o Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz Response: These shall be included in Drainage Report. b. Where the outfall from the Stormwater drainage system of any development flows through real estate owned by others prior to reaching a regulated drain or watercourse, no acceptance shall be granted for such drainage system until all owners of real estate and /or tenants crossed by the outfall consent in writing to the use of their real estate through a recorded easement or are notified of such proposal and their rights to appeal any approval of the design. Proof of this notification must be submitted to the jurisdiction entity. The plans call for the proposed outlet structure to be bored structure under U.S. 31. Any approvals that are required from INDOT for this proposed construction must be submitted to the City of Carmel prior to approval of this drainage plan. Response: Comment noted. Browning shall provide documentation from adjacent property owners consenting to this work. Application has been made with 1NDOT for the crossing. 10. Per Section 305.02 of the manual, the piping network shall be sized to accommodate runoff from the 10 -year return frequency storm of the fully develop right -of -way per the City of Carmel 20 -year Thoroughfare Plan when detention facilities are not located adjacent to the main thoroughfare. The piping network shall include stubs for future connections by the future road improvement project. Please review and revise. Response: The storm sewer discharge is this area shall be collected by 1NDOT during the reconstruction of the interchange of US 31 and intersection of 131st and Pennsylvania Streets. 11. Please review and revise the construction plans per the following items from Section 306 of the manual: a. Detention /retention basins shall be constructed within a common area either platted or legally described and recorded as a perpetual Stormwater easement. Portions of the 100 -year critical flood elevation fall outside of the 90' Drainage Easement. Response: An easement will be prepared to comply with this requirement. b. No drainage easement or a combination drainage and utility easement shall be located within a tree preservation easement or landscape easement. It is assumed that the intent of the 30' L.B.Y. shown on sheet C501 is as a landscape buffer yard. There shall be no trees or shrubs planed, nor any structures or fences erected, in any drainage easement, unless otherwise accepted by the City of Carmel. Response: Previous discussions with the City of Carmel allow the planting in O: \2006 \060384\ 20300 \dots\ Permits\ ResponseLtr _Crossroad_2008_1O_17.doc Page 5 Crip -44142w0v. Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz the easement as long as the trees are not planted in the wetland area in the bottom of the ponds. The landscaping shall mainly be placed outside of the pond area and above the staging detention area on the bank slopes and along the top of bank. c. A minimum of 15 feet beyond the actual footprint (top of the bank or the 100 year pond elevation if no top of bank is present) of Stormwater detention facilities shall be designated as drainage easement. Response: The 100 year elevation has been determined and an easement line has been updated to comply with this requirement. d. All new channels, drain tiles equal to or greater than 12 inches in diameter, inlet and outlet structures of detention and retention ponds, and appurtenances thereto as required by this Article, that are installed in subdivisions requiring a Stormwater management permit from the City of Carmel shall be contained within a minimum 30 feet of drainage easement (15 feet from centerline on each side) and shown on the recorded plat. New drain tiles refer to all sub surface Stormwater piping, tubing, tiles, manholes, inlets, catch basins, risers, etc. Response: Drainage easement shall be added to the drawings. 12. Please include in the construction plans a detail of the proposed wall along the west edge of the detention area, to include height, depth, footer, and typical final grade slopes on both sides of the wall. Response: Retaining •wall has been removed from documents during redesign. 13. There is a discrepancy in the upstream invert elevations for Structures 706 and 708, the downstream invert elevation for Structure 716 and the top casting for Structure 707 between the construction plans and the Pipe Report in the drainage report. Please review and revise. Response: The storm sewer system has been revised and includes additional access drive and piping. 14. The construction plans detail the outlet control structure as having two 6 -inch diameter orifices, one at an elevation of 866.0 and the second at an elevation of 869.0, whereas the drainage calculations (Page 9.05, outlet input data) shows a 6 -inch diameter orifice at an elevation of 866.0 and an 8 -inch orifice at an elevation of 869.0. Please review and revise. Response: Due to plan additions and revisions, the storm sewer system has been revised. O:\ 2006 \060384\ 20300 \docs\ Permits\ ResponseLtr _Crossroad_2008_1O_17.doc Page 6 C Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz 15. Please confirm with the Hamilton County Surveyor's Office that the allowable release rate for the J.R. Collins Regulated Drain may be at a lower value than those listed in Section 302.03 of the manual. Response: Comment noted. Refer to Surveyors Office comment letter. Please feel free to contact meat 317- 706 -6429 or cwiseman @cripe.biz with any questions. Sincerely, CRIPE RCHITECTS ENGINEERS Christopher M. Wiseman, P.E. Project Manager cc: Jamie Browning, Browning Real Estate Partners David Lach, Cripe Gary Duncan, City of Carmel Engineering Nick Redden, City of Carmel Engineering Angie Conn, City of Carmel DOCS Amanda Foley, City of Carmel Stormwater Greg Noyes, Hamilton County Surveyor's Office Paul Pace, Carmel Utilities Steve Cook, Carmel Water John Duffy, Carmel Utilities File O:\ 2006\ 060384\ 20300 \docs\ Permits\ ResponseLtr _Crossroad_2008_1O_17.doc Page 7 Cripe Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz t� October 17, 2008 Y b '4 Amanda Foley, Storm Water Administrator City of Carmel, Department of Engineering AY/ PP \Ov‘ 1 One Civic Square Carmel, IN 46032 RE: 131St Street and US 31 Phase 1 Dear Amanda: Thank you for your email of March 18, 2008. Please find our responses below. Comment: The SWPPP needs to be in the required City of Carmel format (rather than the current A, B, C). See the attached guidelines. Response: C402 has been revised to this format. Comment: A sheet separate from C401 shall be included in the plans that identifies the erosion and sediment control practices necessary at the beginning of grading, before the street and storm sewers have been installed. All areas where Stormwater is currently leaving the site need to be addressed, particularly the swale at the SE corner of the project. Also, the plans currently indicate the construction limits cutting through the middle of an existing soil stockpile on the E side of the project. The construction limits should probably be modified to show what is going to happen in this stockpile area (will it be left alone or will the entire stockpile go away with this phase of construction Response: Comment noted. Construction Sequence: Comment: Sheet references need to be checked /modified to reflect correct sheet numbers. Response: Comment noted. Comment: Identify "existing inlet structures" to receive inlet protection in #2 of Phase I of the sequence. Response: Comment noted. n' e Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz Comment: Whafis the statement "as well as first inlet structures in north parking areas" referring to? Response: Incorrect statement which has been corrected. Comment: If there are "unique areas to be preserved or existing vegetation suitable for use as filter strips these should be identified in the plans. If there are none, this statement should be removed from the sequence. Response: There are no unique areas. This statement has been removed from the sequence. Comment: Stabilization of the infiltration basin is covered in two areas of the sequence. (in Phases II and III). Response: Revised Plan details the sequence and updates the limits and type of improvements. Comment: A low phosphorus or phosphorus free fertilizer should be specified instead of the 12 -12 -12 (unless a soil test indicates otherwise). Please change this under "Erosion Control Maintenance Guidelines" and "General Seeding and Surface Stabilization Procedures." Response: Comment noted. Comment: The City's standard of two BMPs is being satisfied with the current plans (by the infiltration basin and by either: 1) Aquaswirl, 2) buffer along infiltration basin, or 3) vegetative swales leading to catch basins or infiltration basin); however when additional building /paving occurs on site, these impervious areas may only be treated by one BMP (the infiltration basin). Will the future owners of the lots be responsible for the second BMP? Response: Yes, the future owners will be responsible for the second BMP. Comment: The O &M Manual needs to include the infiltration basin under "Water Quality Maintenance Also, ensure that the maintenance checklists provided are specific to the Aquaswirl and infiltration basin being built (i.e. will hydrocarbon absorbent floc or pads be used in the Aquaswirl There is a reference to the City of Indianapolis in the maintenance guidelines for the Aquaswirl that should be changed to City of Carmel. Response: O&M Manual shall be revised to meet the current standards. Comment: The BMP Owner Acknowledgement Agreement should be fully executed in the final BMP O &M manual submitted to the Carmel Engineering Department. Response: Comment noted. O:\ 2006 \060384 \20300 \dots \Permits \ResponseLtr_Carmel Stormwater_2008- 10- 17.doc Page 2 cripe Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz Comment: Aquaswirl installation notes should be left out of the BMP and O &M manual. Response: Comment noted and notes have been removed. If you have any questions, please feel free to contact me at 317- 706 -6429 or cwiseman @cripe.biz. Sincerely, CRIPE ARCHITECTS ENGINEERS Christopher M. Wiseman, P.E. Project Manager cc: Jamie Browning, Browning Estate Partners David Lach, Cripe Gary Duncan, City of Carmel Engineering Nick Redden, City of Carmel Engineering Angie Conn, City of Carmel DOCS Greg Hoyes, Hamilton County Surveyor's Office Greg Ilko, CrossRoad Engineers Paul Pace, Carmel Utilities John Duffy, Carmel Utilities Steve Cook, City of Carmel, Water Distribution Manager File O: \2006 \060384\ 20300 \docs \Permits \ResponseLtr_Carmel Stormwater_2008- 10- 17.doc Page 3 C ilpe o �R Architects Engineers Solutions by Design Since 1937 C"�J?Q Telephone 317 844 6777 1 ac Fsrmihe'3 7- 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46.240 www.cripe.biz lS f e/. f ,it ±'ti October 17, 2008 w r „1, 'N 4 Nicholas Redden, PE i City of Carmel, Department of Engineering One Civic Square Carmel, IN 46032 RE: 131 Street and US 31 Phase I Dear Mr. Nick: Thank you for your letter of March 14, 2008. Please find our responses below. GENERAL INFORMATION 1. These comments represent the Department of Engineering's first review of the Phase 1 infrastructure construction plans for this project. Response: Comment noted. These revised plans increase the amount of internal roadway and infrastructure. 2. We request that all responses to our future comments be provided in writing and be accompanied by drawings reflecting the requested revisions. Failure to provide written response may result in the delay of the review process. Response: Comment noted. 3. It is critical that this office be made aware of all modifications made on the plans being resubmitted, particularly if any such changes are considered "new" or fall outside of our previous reviews. Please notify us of any changes and specifically state any changes, including changes resulting from Plan Commission, BZA or other committee meetings. Response: Since the initial filing, the access drive has been extended to connect into the existing church drive on Grand Boulevard in order to complete the loop for the development. Due to this extension, all utilities have been extended along the roadway. i 4. We have engaged Crossroad Engineers, PC to review all drainage plans and drainage calculations submitted to this office for review. If you have not already done so, please provide a set of drainage plans and calculations to C r p e Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz their office for review. We will share Crossroad's comments as they are received. Response: Comment noted. 5. Final drawings will not be approved for construction until: a. All Engineering Department and Utility Department and Hamilton County Surveyor issues have been resolved. b. All bonds and performance guarantees are posted. c. All Board of Public Works and Safety approvals and any other governing agency approvals (if required) are obtained. d. All off -site easements necessary to install utilities to serve the development are secured. e. Any required fees are paid in full. f. Required digital files have been submitted. Response: Comment noted. 6. The Department reserves the right to provide additional comments based upon subsequent reviews as more detailed information is submitted. Response: Comment noted. 7. An dpproved Storm Water Management Permit is required prior to commencing any earth disturbing activity. Response: Comment noted. 8. An approved right -of -way permit is required prior to commencing any work in the public right -of -way. Response: Comment noted. 9. If it will be necessary to relocate existing utilities or other infrastructure, the costs for such relocations are to be borne solely by the developer. Any utility poles required to be relocated within the right -of -way shall be relocated to within one foot of the proposed right -of -way. Response: Comment noted. 10. Compliance with the Thoroughfare Plan includes construction of the improvements prescribed by the Thoroughfare Plan across the frontage controlled by the development (including sections with no access). Typically, developers provide a commitment equal to the value to construct these improvements for deposit into the City's non reverting thoroughfare fund. These requirements would be applicable to the 131St Street frontage and the 0: \2006 \060384\ 20300 \docs \Permits \ResponseLtr_Carmel Engineering_2008- 10- 17.doc Page 2 Cripe Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz proposed roundabout at 131st Street and Pennsylvania Street. Credit is typically given towards this commitment for any widening, milling and resurfacing of the perimeter streets along the frontage controlled by the petitioner or any other work requested by the City that is outside of the frontage controlled by the petitioner. Response: Browning has provided the City with an estimate for this fund. 11. The Department requires that the construction drawings be developed in accordance with the City of Carmel digital submission standards and that all required submittals for primary plat, secondary plat, and construction drawings be made. The digital files must be submitted to the Department of Engineering prior to the approval of the construction plans. Please contact the City GIS Department for the requirements. Response: Comment noted. 12. Jurisdictions: a. The project site is located within current City of Carmel Corporate Limits. b. Streets and Right of Way City of Carmel (131st Street, Pennsylvania St.), INDOT (U.S. 31) c. Water- City of Carmel Utilities d. Sanitary Sewers City of Carmel Utilities e. Storm Sewers /Drainage City of Carmel f. Legal Drains Hamilton County Surveyor's Office Response: Comment noted. 13. Drawings submitted for approval: a. The design engineers must certify all drawings submitted for final approval. b. This office will require a minimum of 5 sets of drawings for approval after all issues have been resolved. The drawings will be stamped as approved and signed by the City Engineer and by Carmel Utilities. The Owner will receive 1 set which must be maintained on the construction site at all times. If additional approved sets are desired, we will approve a maximum of 2 additional sets. However, the additional sets must be submitted with the required minimum 5 sets. Response: Comment noted. 14. Carmel Utilities will provide separate reviews of this project for water and sanitary sewer issues. Please assure that copies of all drawings are sent to: O:\ 2006\ 060384\ 20300 \docs \Permits \ResponseLtr_Carmel Engineering_2008- 10- 17.doc Page 3 Cripe Architects-* Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz Paul Pace Paul Arnone Carmel Utilities Dist. Carmel Utilities Collection 3450 West 131st Street 901 North Rangeline Road Westfield, IN 46074 Carmel, IN 46032 Response: Comment noted. 15. Carmel Utilities does subscribe to "Holey Moley" who should be contacted directly for all water main locations. Response: Comment noted. 16. Digital versions of the following information are available upon request. Please share these requirements with the developer and future contractors associated with the project: a. Project Approval Checklist b. Performance /Maintenance Guarantee Requirements c. Performance /Maintenance Guarantee Release Procedure d. Engineering Requirements for Building Permit Approval e. Commercial Permitting Procedures f. Utility Jurisdictions /Right of Way Permit g. Water and Sanitary Sewer Fees Response: Browning Real Estate Partner shall establish and submit the performance /maintenance guarantee to the City. BOARD OF PUBLIC WORKS AND SAFETY 17. I am 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. Response: Comment noted. 18. 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). Response: Comment noted. 19. Water and Sewer Availability (EDU) approval from the Board is based upon the usage of the proposed buildings within the development. Reference 0: \2006 \060384\ 20300 \docs \Permits \ResponseLtr_Carmel Engineering_2008- 10- 17.doc Page 4 C r pe Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz item #34 -37 below for a more detailed explanation. If an irrigation system is planned for this development, approval for additional Water Availability (and Sanitary Sewer if applicable) must be obtained from the Board. Response: Browning is paying for a portion of these fees up front and the remainder shall be the responsibility of the developer of each individual parcel. 20. Commercial Curb Cut Approval It appears that there is one curb cut (private street) on 131st Street requiring Board approval. This approval will require a written request from the developer or the developer's engineer. The request must include 8 -1 /2 x 11 exhibits- of the curb cut or cuts with all pertinent data included.such as radii, width, opposing existing curb cuts, etc. Response: Comment noted. Will the new connection in Grand Boulevard require an extra curb cut? 21. Temporary Construction Entrance approval if the location, is at a site other than the location of the proposed permanent entrance to the development. Response: Not required. 22. The installation of any permanent, privately owned and /or maintained improvement (signs, decorative street signs, walls, streetlights, etc.) within dedicated right of way or dedicated easements requires the execution of a Consent to Encroach Agreement between the Owner and the City of Carmel. Such agreements are executed by the Board of Public Works and Safety. The City Engineer may approve irrigation system agreements. Response: Comment noted. 23. Secondary Plat approval if applicable. All performance guarantees must be posted prior to submission of secondary plats for Board of Public Works and Safety approval. Response: Secondary Plat not required for the project. 24. Dedication of Right of Way for 131st Street and the future 131 st /Pennsylvania street roundabout. Appropriate dedication documents are available upon request. Response: Comment noted. Please forward dedication documents to Cripe to finalize this issue. 25. It does not appear that there are open pavement cuts of the 131st Street or Pennsylvania Street pavements associated with the water and sanitary sewer O:\ 2006 \060384 \20300 \docs \Permits \ResponseLtr_Carmel Engineering_2008- 10- 17.doc Page 5 C ri pe Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939. Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz main extensions. There does appear to be a gas connection required across 131s Street. Response: Gas connection shall require 131st to be open cut. BONDING REQUIREMENTS 26. Upon initial review, it appears performance guarantees shall be provided for the following: a. 131st Street Pennsylvania Street Right of Way Improvements. This could include acceleration /deceleration lanes, passing blister, pavement widening/ milling /resurfacing, thermoplastic striping, stone shoulders, curbs, storm piping and structures within the right of way, etc. Response: Comment noted. Note that not all listed above are being proposed for this development at this time. b. Water Mains Response: Comment noted. c. Sanitary Sewers Response: Comment noted. d. Erosion and Sediment Control and Storm Water Quality. Please contact Amanda Foley, Engineering Department Stormwater Administrator, for details regarding engineer's estimates /performance guarantee requirements for these items. Response: Comment noted. It is assumed that the portion of the storm sewer system located on private property is to be a private system. Response: Storm sewer shall be a private system. 27. The amount of the Performance Guarantee is based upon a certified Engineer's Estimate for 100% of the cost of labor and materials to construct the individual improvements, to be provided by the design engineer. Please provide detailed Engineer's Estimates for each improvement including quantities, unit costs, pipe sizes and materials, etc. Response: Contractor Bids may be substituted in place of this estimate if available -at the time of application. 28. Upon completion and release of individual Performance Guarantee amount is based upon 15% of the Performance amount for Streets and Curbs and 10% of the Performance amount for all other improvements. Response: Comment noted. O:\ 2006 \060384 \20300 \docs \Permits \ResponseLtr_Carmel Engineering_2008- 10- 17.doc Page 6 C r p e G Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz 29. Performance Guarantees maybe Performance or Subdivision Bonds or Irrevocable Letters of Credit. Response :.Comment noted. 30. Please reference the available enclosures for more detailed explanation of our procedures. Response: Comment noted. RIGHT OF WAY PERMIT AND BONDING 31. Any work in the dedicated right of way of 131 Street or Pennsylvania Street will requires an approved Right of Way Permit and a License Permit Bond. Response: Comment noted. 32. The bond amount is determined by the number of instances of work in the right of way at $2,000.00 per instance. However, if the work is included in the scope of a required and posted Performance Guarantee, the Performance Guarantee may be used to satisfy the bond requirements of the Right of Way Permit. Response: Comment noted. 33. Please contact our Right of Way Manager, Fred Glaser, to arrange right of way permitting and bonding. Response: Comment noted. AVAILABILITY AND CONNECTION FEES 34. New water related fees have been authorized effective July 2, 2007. The revisions are: a. Tap Inspection Fee -An $86.00/1.0 EDU tap inspection fee shall be charged for each new -user within Carmel's water system. The current Water Connection Fee is $1,310.00 /EDU. This has not been revised. Thus $1,310.00 Water Connection Fee /1.0 EDU plus Water Inspection Fee of $86.00/1.0 EDU $1,396.00/1.0 EDU Total. Response: The specific developer of the outlots shall be responsible to pay these fees. b. Development Application Review Fee This fee will be assessed at the time the Water Availability Fee is paid. The review fee is $150.00 for single commercial, business and residential customers requiring a water O:\ 2006 \060384 \20300 \docs \Permits \ResponseLtr_Carmel Engineering_2008- 10- 17.doc Page 7 C ripe Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz connection and $300.00 for developments with more than one customer requiring a water connection. The latter fee of $300.00 would be applicable to this project. Response: Browning shall pay $300.00 for this review fee. 35. Availability (acreage) must be paid after all other Engineering Department requirements have been satisfies and prior to approval and start of construction activities. Availability Fees are based upon total platted acreage or legal description acreage for the development at the current rate of $1,010.00 per acre for Water Availability and $1,365.00 per acre for •Sanitary Sewers. Based on the legal descriptions on Sheet C 100, the following tentative Availability Fees would apply: a. Parcel A 4.071 Acres (3.361 0.710) Water $1,010.00 /Acre $4,111.71//Sanitary $1,365.00 /Acre $5,56.92/ /Total $9,668.63 Response: Browning will be responsible for availability fee payment. b. Parcel B 7.714 acres including Tract 1(7.136 0.578) Water $1,010.00 /Acre $7,791.14/ /Sanitary $1,365.600 /Acre $10,529.61// Total $18;320.75 Response: Refer to attached ALTA surveys for actual areas. c. Total 1 Acres, Phase 1 Water $11,902.85// Sanitary Sewers $16,086.53/ /Total $27,989.38 These calculations are based on Land Description acreage as indicated on Sheet C 100. Any Sanitary Sewer Availability (acreage) Fee credits are not included in the above calculations. Please reference Item #39 comments below. Response: Refer to attached ALTA surveys for actual areas. 36. Connection Fees are paid with individual buildings after the infrastructure has been completed, satisfactory test results obtained and the development has been released for building permits. Connection Fees are based upon the proposed final use of the building. Reference our Utility Equivalent User Contribution Multiplier tables. A listing of proposed building uses will eventually be required to determine the Water Availability request to the Board of Public Works and Safety. This request is based upon EDU's and should not be confused with Water Availability Fees, which are acreage based. O: \2006 \060384\ 20300 \docs \Permits \ResponseLtr_Carmel Engineering_2008- 10- 17.doc Page 8 „.„eifw.„ Cripe OO Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz a. The current Water Connection Fee is $1,396.00 per 1.0 EDU. Response: The specific developer of each outlot shall be responsible to pay these fees. b. The current Sewer Connection Fee is $795.00 per 1.0 EDU. Response: The specific developer of each outlot shall be responsible to pay these fees. 37. If an irrigation system is planned for this development, additional Water Availability Fees and Water Connection Fees will be assessed based upon the size and usage of the system and upon the recommendation of the Director of Carmel Utilities. Response: The current Infrastructure Plan does not have irrigation proposed at this time. CONSTRUCTION PLAN REVIEW COMMENTS 38. General Comments a: The City has adopted a new curbing policy. All curbing installed by this project shall conform this policy. Please revise any notes, specifications, and details to accommodate this policy. The language of this policy must be added to a specification sheet on the final construction plans. Response: Comment noted and the revised policy has been included in the plan set. b. Please provide the name of the facility shown as "EXISTING CHURCH.” Response: The church name has been added to the plans. c. Please provide a maintenance of traffic plan. Please evaluate if the plan will need to include signage in the U.S. right -of -way. All proper permits will need to be obtained. Response: Maintenance of traffic plan shall be included in the revised Construction 'Documents. 39. Land Description a. Sheet CS Response: Boundary and Lot /parcel lines and areas have been revised and match the legal description. O:\ 2006 \060384\ 20300 \docs \Permits \ResponseLtr_Carmel Engineering_2008- 10- 17.doc Page 9 „01240,,. S ro e Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz b. Sheet C101 Same Land Description issues as Sheet CS Response: Comment noted. c. Sheet C201 Same Land Description issues as Sheet CS i. The Project Data box has the same issues. Also confusing using Parcel 1 and 2 instead of A and B. Response: Comment noted. The reason for noting these apparent discrepancies in the Land Descriptions is to assure that Water and Sanitary Sewer Availability (acreage) Fees are calculated correctly. Additionally, we want to assure that the project is given appropriate credit for Sanitary Sewer Availability previously paid by St. Christopher's Church. The church's original legal description indicated a total of 9.25 acres. That was reduced by 2.612 Acres due to the U.S. 31 right of way taking. St. Christopher's finally paid Sanitary Sewer Availability (acreage) Fees on 6.638 Acres. The credit for Sanitary Sewer Availability would probably be less than this depending on the status of the residual church property adjacent to the west right of way line of U.S. 31. Response: New limits and areas so fees need to be recalculated. 40. Storm Water Management a. This project is subject_to the City's Storm Water Management and Storm Water Quality Ordinances. Response: Comment noted. b. Please contact Amanda Foley to review storm water quality /treatment requirements. Response: Comment noted and plans have been sent to Amanda Foley's attention for review and approval. A pre submittal meeting with Amanda Foley occurred on October 7, 2008. 41. Sheet C201 a. Thank you for indicating the auxiliary lanes at the entrance. The Department would expect these auxiliary lanes to be constructed and remain in place until the roundabout is constructed. There shall be no credit against any formal commitments for Thoroughfare Plan improvements for the construction of these auxiliary lanes. Response: Comment noted. 0:\ 2006\ 060384\ 20300 \docs \Permits \ResponseLtr_Carmel Engineering_2008- 10- 17.doc Page 10 Cri pe Nittiwv® Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz 42. Sheet C501 a. All permits required from the Indiana Department of Transportation for the storm sewer bore under U.S. 31 shall be obtained prior to approval of the construction drawings. Response: Comment noted. 43. All asphalt pavement within the City right -of -way shall be 1 inch HMA #11 surface on 2 inches HMA #8 binder on 3 inches HMA #5D base on 7 inches #53 stone on 4 inches #2 stone. Please revise PV -36 on Sheet C202 accordingly. Response: R/W pavement shall be updated to meet the section as specified in Gary Duncan's letter dated 4/29/08. 44. There is a detail for a stop sign on Sheet C202. Where Is this stop sign to be located? Response: Sign shall be northwest of the private drive intersection with 131st Street just outside the right of way and shall be identified on the Site Plan series. If you have any questions, please feel free to contact me at 317- 706 -6429 or cwiseman @cripe.biz. Sincerely, CRIPE TECTS ENGINEERS Christopher M. Wiseman, P.E. Project Manager cc: Jamie Browning, Browning Real Estate Partners David Lach, Cripe Gary Duncan,. City of Carmel Engineering Angie Conn, City of Carmel DOCS Amanda Foley, City of Carmel Stormwater Greg Hoyes, Hamilton County Office Greg Ilko, CrossRoad Engineers Steve Cook, Carmel Water Paul Pace, Carmel Utilities John Duffy, Carmel Utilities File O:\ 2006 \060384\ 20300 \docs \Permits \ResponseLtr_Carmel Engineering_2008- 10- 17.doc Page 11 C Architects Engineers Solutions by Design Since 1937 \Z) 's 1 a Fac Telephone 317 844 6777 PJ &317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 40 www.cripe.biz October 17, 2008 s r Gary Duncan Department of Engineering'' City of Carmel r o i One Civic Square Carmel, IN 46032 RE: 131St Street US 31 Phase 1 Infrastructure Project Review #1 Dear Gary: The following is in response to your comment letter dated April 29, 2008. Previous Comments 1. Comment: Please revise the Agreement dated September 26, 2007 to include the final value established at the last meeting between the City and Browning. Response: Browning Real Estate Partners, Browning shall forward this agreement to the City's attention for final approval. 2. Comment: Will each lot be responsible for its own storm water treatment or some aspect of the storm water treatment system? Response: Developer shall provide one treatment and the lot owner shall be responsible for the second BMP. 3. Comment: July 30, 2007 letter Comment 39e. Was a traffic study conducted as required by ordinance for a DP? Per the response letter dated August 9, 2007 a traffic study was not required when the DP was submitted. Per the Agreement dated September 26, 2007, a traffic study will not be required for this development. Response: Comment noted. 4. Comment: July 30, 2007 letter Comment 39f. The City has adopted a new curbing policy. All curbing installed by this project shall conform to this policy. Please revise any notes, specifications, and details to accommodate this policy. The language of this policy must be added to a specification sheet on the final construction plans. This comment was restated as Comment 38a in the February 19, 2008 letter. This comment has been addressed. Response: Comment noted. 5. Comment: July 30, 2007 letter Comment 39g. Please indicate and label the Pennsylvania Street intersection on all sheets. This comment has been addressed. Response: Comment noted. O:\ 2006\ 060384 \20300 \docs \Permits \Response Letter_ CarmelEng- Duncan_2008_1O_17.doc Page 1 of 10 r Ctlpe Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz 6. Comment: July 30, 2007 letter Comment 39h. Please show all existing and proposed 131s Street entrances and accesses and label them accordingly, including the new public street into the Alexandria Apartments on all sheets. Response: Label has been added to the Site Plan for Alexandria Apartments entrance. 7. Comment: July 30, 2007 letter Comment 39i. Please show the complete intersection of U.S. 31 and 131st Street on all sheets. The Department rescinds this comment. Response: Comment noted. 8. Comment: July 30, 2007 letter Comment 39j. Please provide the name of the facility shown as "EXISTING CHURCH Response: Actual name has been included on the drawing. 9. Comment: Please evaluate if the plan will need to include signage in the US -31 right -of -way. All proper permits will need to be obtained. a. Please evaluate if the plan will need to include signage in the US -31 right -of -way. All proper permits will need to be obtained. b. Please confirm that the Maintenance of Traffic Plan conforms to the INDOT Work Zone Safety Manual. c. If the gas main connection is to be an open cut connection, a plan for this work shall be developed. Response: Comments noted. 10. Comment: July 30, 2007 letter Comment 40a. This project is subject to the City's Storm Water Management and Storm Water Quality Ordinances. This comment was restated as Comment 40a in the February 19, 2008 letter. Response: Comment noted. 11. Comment: Please confirm if it is intended to intercept the equalized flow for the 50 -year rain event and greater from the church property and discharge this into the Legal Drain. Per an email dated February 4, 2008, this comment is no longer applicable. Response: Comment noted. 12. Comment: July 30, 2007 letter Comment 40c. The City is encouraging Low Impact Development (LID) practices to enhance the proposed water quality treatment system. The Department restates this comment. Response: The project proposes the use of Infiltration basin for water quality and detention which is a type of LID and this plan has been discussed with Amanda Foley on October 7, 2008. 13. Comment: July 30, 2007 letter Comment 40d. Please contact Amanda Foley to review storm water quality /treatment requirements. This comment was restated as Comment 40b in the February 19, 2008 letter and still needs to be addressed. Response: Meeting occurred with Amanda Foley on October 7, 2008. 0:\ 2006\ 060384 \20300 \docs \Permits \Response Letter_ CarmelEng- Duncan_2008_10_17.doc Page 2 of 10 Cripe Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz 14. Comment: Please ensure that the storm water management facilities and the storm water treatment system accommodate detention for the portion ofthe northwest corner of the church property that drains to the northwest and into the development. Response: Drainage Plan accounts for the area. Plans and Drainage Reports have been sent to VS Engineering, the designer for the current addition to the Church, for coordination. 15. Comment: The acceleration lane is not per City standards. Please verify all dimensions meet City standards. The Department would expect these auxiliary lanes to be constructed and remain in place until the roundabout is constructed. There shall be no credit against any formal commitments for Thoroughfare Plan improvements for the construction of these auxiliary lanes. Response: Due to the temporary nature of these lanes and the close proximity to US31 the plan dimensions have been as previously proposed for this lane. 16. Comment: The right -of -way for the roundabout shall be a 120 -foot radius unless a smaller radius has been discussed with the City Engineer. This comment has been addressed. Response: Comment noted. 23. Comment: July 30, 2007 letter Comment 43a. Construction Plans need to include more detailed erosion and sediment control and post construction water quality plans and information. This comment was addressed in the recent submittal for Phase One. Please review the SWPPP with John Thomas to obtain approval of the Phase One plan. Response: Plans are being revised based on new elements planned. 24. Comment: July 30, 2007 letter Comment 44a. All permits required from the INDOT for the storm sewer bore under US -31 shall be obtained prior to approval of the construction drawings. This comment was restated as Comment 42a I February 19, 2008 letter and is still applicable. Response: Crossing permit has been applied for and we are awaiting formal approval from INDOT. 26. Comment: July 30, 2007 letter Comment 44c. The water main connection is located within the future pavement of the roundabout. Is a valve required at this location? The Department restates this comment. Response: The Carmel Utilities Standard tapping sleeve and valve is required in this location and is shown on the construction documents and a 12" isolation valve has been added outside the right of way. 28. Comment: July 30, 2007 letter Comment 44e. There shall be no castings for storm, sewer, water or other utilities in pavement, curb, sidewalk or path within the City right -of -way. Please revise Note 9 on Sheet C501 to conform to this comment. Response: The note on Sheet C501 has been updated. O: \2006 \060384 \20300 \dots \Permits \Response Letter_ CarmelEng- Duncan_2008_1O_17.doc Page 3 of 10 C 0 Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz February 19, 2008 Comments 30. Comment: February 29, 2008 letter comment 24. Dedication of Right of Way for 131 Street and the future 1315t/Pennsylvania Street roundabout. Appropriate dedication documents are available upon request. Has this right -of -way already been dedicated? Response: Right of way will be dedicated. 31. Comment: February 29, 2008 letter comment 25. It does not appear that there are open pavement cuts of the 131St Street or Pennsylvania Street pavements associated with the water and sanitary sewer main extensions. There does appear to be a gas connection required across 1315t Street. Is an open cut for the gas main connection proposed? If so, Board approval is required. Response: Open cut has been proposed and pavement repair details added to plans. Supplemental Comments to February 19, 2008 Letter 36. Comment: General a. Please verify that the commitments for thoroughfare plan improvements include the construction of the multi -use path and is the reason that such path is not indicated on the plans for the portion of the frontage controlled by the developer between Pennsylvania Street and the church property. b. Please add the note "No earth disturbing activity may commence without an approved storm water management permit" to all sheets. Comment noted. c. Please indicate the existing AT &T easement on all sheets. Added to sheets. d. Please indicate any known AT &T infrastructure.onthe Utility Plan. Added to sheets. e. Please confirm with the DOCS the need for interim pedestrian connectivity into the site from the intersection of 131st Street and Pennsylvania Street. Comment noted. f. Please indicate what is represented by "L.B.Y." Label added to Site Plan. g. The proposed stop sign in the right -of -way requires a City ordinance to be enforceable. Please work with this Department on this issue. Comment noted. h. Please indicate the existing legal drain easement on all sheets unless it has been vacated. -Shall be vacated. i. Please resolve any outstanding issues related to the sidewalk of the interior access drive with DOCS. Comment noted. j. Please stamp the plans "Approval Pending -Not for Construction" until plans are approved. Comment noted. 37. Comment: Sheet C101 a. Please add a note to the plans that requires removal of the portion of the existing driveway within the proposed right -of -way to conform to the requirements of Carmel City Code Section 6- 227(h). Note added to Sheet C101. b. Is curbing demolition required for the gas main connection? If so, this removal shall be noted and a note added to the plans requiring sawcut of the curb at the nearest existing joint past the required removal limits. Curb replacement shall be noted on the Site Plan. The gas shall require an open cut on 131st Street. O:\ 2006 \060384 \20300 \dots \Permits \Response Letter_ CarmelEng- Duncan_2008_1O_17.doc Page 4 of 10 Gam. C ripe 0 Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz C. Please indicate Keynote 3 for the limits of the removal for the gas main connection to ensure that the existing pavement is sawcut to a clean edge. Updated keynote 3 on Sheet CW1. d. Please revise the limits of the sawcut of the existing pavement edge to include the area adjacent to the additional widening requested. Response: Comment noted. 38. Comment: Sheet C201 a. The pavement hatching does not agree with the keynotes. Hatching has been revised. b. Keynote 9 references striping as indicated on another sheet. Please either show the striping on this sheet with references to the other sheet for more detail or delete this keynote from the sheet since it does not reference any item on this plan sheet. Reference has been updated for clarity. c. Please add Keynote 11 to the proposed gravel shoulder adjacent to the acceleration lane. Key note added. d. Are any tree preservation easements or landscaping easement planned? If so, are such easement overlapped by drainage, utility, sewer or other easements? These easements have been proposed along the US 31 Corridor and overlap the drainage easements. e. Is a railing included on top of the proposed retaining wall? No wall is proposed at this time. Plans have been revised. f. Please indicate the dimensions /limits of the depressed curb on the plans for the ADA ramps. The Department would expect these limits to be different in each instance (based on if the ramp will be installed for an on -site walk or the 10 -foot path in the right of -way) Comment noted. Plans have been revised. g. Please show the 25 -foot building setback from the 100 -year elevation of the storm water management facility. BSL from 100 -year has been illustrated on the site plan. h. Please indicate an additional 140 -feet of widening and gravel should on the north side of 1315' Street from the limits of the auxiliary lane to the east. The widening shall be that width to provide 24 -feet of pavement as measured from the proposed Alexandria pavement edge on the south side. From centerline there is 24' of pavement proposed along the property frontage or a 12' drive lane. i. Please indicate a Non access Easement across the 1315t Street frontages. Added to plans. j. Please indicate the centerline radius of the internal access road. Radius has been labeled. k. Please indicate the curb return radii of the proposed commercial entrance. Radii have been labeled. I. Please verify that the pond is contained in an easement a minimum of 15 -feet from the 100 -year elevation or the top of the bank. Please also verify that a 20 -foot access easement is provided to access the pond for maintenance. Easement and 100 -year elevation have been labeled for clarity. The corresponding easement will be prepared. m. Please add the following note to the plans: "All paving within the existing and proposed City right -of -way shall conform to the requirements of the Department of Engineering and the City's paving policy. The Contractor must contact the Department of Engineering to schedule a pre- construction meeting to review the Department's construction requirements, staff notification requirements, required inspections for certain O: \2006\ 060384 \20300 \docs \Permits \Response Letter_ CarmelEng- Duncan_2008_10_17.doc Page 5 of 10 Cripe Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz stages of the work and to review the authority of the Department as it relates to work within the existing and proposed City right -of- way." Note has been added to C201. 39. Comment: Sheet C202 a. Detail TR -4. Please require thermoplastic striping in the right -of -way. Updated and adjusted detail. b. The Department recommends that Detail PV -36 be revised to conform to the City's Local Street standard pavement section. Comment noted and detail revised. c. Please add the City's 604 SWCR -02 detail for ADA ramps in the right -of -way (if any are planned). Detail has been added to the ramps.. d. Please indicate City standard SSD under the gravel shoulder on Detail 16. Please also indicate this piping on the Utility Plan. The SSD has been shifted over approximately 15' to the proposed swale centerline. e. Detail TR -9 is not appropriate for installation in the right -of -way. Adjusted detail. f. Please include the City's standard Street Cut and Patch detail for the gas main connection work. Detail added to Site Plan series for pavement repair on open cut. 40. Comment: Sheet C301 a. Both MFE and MPE are indicated on the plans but only MFE is defined. Please also define MPE. Added description of MPE to plans. b. Please indicate if the bottom of the overflow weir rip -rap section is above the 100 year elevation of the storm water management facility. Elevations have been added to section and the spillway shall be higher than the 100 year elevation. c. Please establish the Minimum Lowest Adjacent Grade for each block /lot. Grades have been added to plans. d. Please add the definitions form the Storm Water Technical Standards Manual for MFPG and MLAG to the plans sheets. Please contact this office for the definitions. Added definitions to the Grading Plan. e. Please indicate the critical pond elevations on this sheet (Normal pool, 10 -year, 100 year, etc). Comment noted and elevations labeled. f. Please review the 50 -foot separation requirement between the top of bank or.100- year pond elevation and the INDOT right -of -way with this Department. Comment noted. Pond shall encroach but be protected via proposed guardrail and retaining walls by INDOT and landscaping by developer of each outlot. 41. Comment: Sheet C501 a. The Department does not recommend installing the storm sewer trunk line down the centerline of the access road. Comment noted. b. Water taps are not indicated. Are any water taps anticipated under the access road? Illustrated crossing with temporary fire hydrant for water services to outlots opposite of water main. c. Please coordinate the open cut for the gas service with the Alexandria Development. If located in an area to be resurfaced by the Alexandria project, the City requests that the gas main tap be completed prior to any resurfacing operations. Comment noted. O: \2006\ 060384 \20300 \dots \Permits \Response Letter_ CarmelEng- Duncan_2008_1 O_17.doc Page 6 of 10 ri pe Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz d. If possible, please locate the proposed BTC, BEC and gas service laterals outside of the right -of -way for the future roundabout. These utilities are note in the optimum location for the future roundabout. Comment noted. e. All swales shall have an SSD installed in them, including any swales that drain onto and between the future blocks /lots. The swales between outlots are steeper than 2% and are temporary so no SSD has been proposed. f. The Department suggests the installation of City standard SSD under the curbing of the interior access drive. SSD is required under all curbing in the right -of -way. No SSD are proposed at this time for the curbs under the private drive. Since the curbing in the right of way shall be removed in the future when the intersection is reconstructed, no SSD have been proposed at this time. 42. Comment: Sheet C502 a. Please revise the "special backfill" specification on the "Trench Detail and Trench Schedule" Detail to require backfill to City standards for installations in rights -of -way. Comment noted and specifications have been revised. b. Please add the City's standard cover and backfill notes for sanitary sewer main and lateral and water main and later installation in City rights -of -way. Comment noted and notes have been added. c. Please include the City standard SSD under curb detail. SSD shall be double wall Hancor Hi -Q or equivalent. No SSD are proposed at this time for the curbs under the private drive and since the curbing in the right of way shall be removed in the future when the intersection is reconstructed no SSD have been proposed at this time. 43. Comment: Sheet C601 a. Please show the existing and proposed utility crossings on the street profile. Information shall include pipe sizes an invert elevations. Response: Crossings have been identified in the profiles on the revised plans. 44. Comment: Sheet C602 a. New double yellow lines are indicated for the centerline of the pavement. Will the existing striping be removed by milling since this area is not indicated for milling and a plan for maintenance of traffic shall be developed for this work. Proposed stripes shall be removed since pavement is not being milled at this time. b. Please remove the reference to Tomlinson Road. Comment noted and reference removed. 45. Comment: Sheet C801 a: Please add "Per Trench /Trench Schedule Detail on Sheet C502" to the "Granular Backfill" text in the Profile Legend. Comment noted and added. b. Please revise Keynote 0 to require backfill to conform to the Trench /trench Schedule Detail on Sheet C502. Keynote has been updated. 48. Comment: July 30, 2007 letter Comment 39k. The church dedicated right -of -way for Grand Boulevard and is expecting access off of this future street. It is not likely that Grand Boulevard will be extended north of 131st Street per the current Thoroughfare Plan. O: \2006\ 060384 \20300 \docs \Permits \Response Letter_ CarmelEng- Duncan_2008_1 O_17.doc Page 7 of 10 ri e Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz However, the church will need access to the proposed private drive and be provided any necessary rights to ingress and egress and other legal use of the drive. The plan shall indicate how access is provided to the church and the construction of any aprons. The Department restates this comment. Response: Access drive shall be extended along the north side of the church property to the Grand Boulevard right of way then south to the existing roadway completing the access loop for the development and for the church property. 49. Comment: July 30, 2007 letter Comment 42k. the Department recommends (does not require) that the easternmost private drive be constructed to City Standards in the event that it is ever desired to dedicate this street -to the City. Per the Agreement dated September 26, 2007 the existing road shall remain a private drive and the proposed drive shall be constructed as a private drive and will not be per City standards. Response: Comment noted. 50. Comment: July 30, 2007 letter Comment 42o. The construction drawings will need to address modifications to (or removal of) the existing church access roadway. The City requests the removal of the existing curb turnouts and facilities installed to accommodate the runoff from the existing and future access road. The pond overflow shall be accommodated in some fashion also. There is a limited receiving system to the east. The Department restates this comment. Response: A culvert pipe has been proposed for the pond overflow due to the access road installation. 51. Comment: July 30, 2007 letter Comment 39b. The plans (and all appropriate sheets) shall indicate the proposed Grand Boulevard improvements. Please contact Karla Smith at American Structure Point to obtain digital files. This project shall be designed to match these proposed improvements the same as if already constructed. The Department restates this comment. Response: Grand Boulevard plans have been added to the CD's and the access road shall connect directly to the existing driveway rather than 131St Street so no improvement shall be made at the intersection of 131St Street and the existing church access drive. 52. Comment: July 30, 2007 letter comment 39c. The existing improvements on the church property shall be indicated on the plans (and all appropriate sheets), including any existing access points. The Department restates this comment. Response: Comment noted. Improvements are shown based on information provided by others. 53. Comment: July 30, 2007 letter comment 41a. Please label all existing right -of -way, including the Grand Boulevard right -of -way. The Department restates this comment. Response: Labels have been added to the plans. 54. Comment: July 30, 2007 letter comment 41 b. Please indicate all existing all existing church improvements, including access points, detention ponds, pond outlet, curb turnouts, pond overflow, drive culvert, etc. The Department restates this comment. O:\ 2006\ 060384 \20300 \dots \Permits \Response Letter_ CarmelEng- Duncan_2008_10_17.doc Page 8 of 10 e r e Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz Response: VS Engineering has forwarded Cripe AutoCAD files and they are represented in our drawings for coordination. 55. Comment: July 30, 2007 letter comment 42d. The Development Plan does not indicate any bicycle parking spaces. Please verify that this issue will be addressed with the ALDS submittals for each commercial block /lot as it is developed. Response: As each lot is developed, Carmel shall request and mandate the individual lot developer to add bicycle parking spaces per ordinance. 56. Comment: July 30, 2007 letter Comment 42f. Please confirm with the DOCS the need for pedestrian connectivity along the easternmost access drive. The Department restates this comment. Response: Coordination has begun with DOCS in regards to this issue. 57. Comment: July 30, 2007 letter Comment 42i. The Department requests widening of the north side of 131St Street from US -31 to Grand Boulevard such that there is 24 -feet of travel lanes. Please coordinate such work with any proposed widening being performed by the Alexandria Apartments. Per the response letter dated August 9, 2007, the requested widening shall be performed on the north side of 131st Street from the eastern limits of the 131 Street improvements associated with the Alexandria project to the limits of the Grand Boulevard project. This is acceptable to the City. Please confirm that this will be indicated in subsequent phases of the development. Response: Browning has agreed to provide monies to the City's non reverting thoroughfare fund establishment so this request shall not be completed at this time. 58. Comment: July 30, 2007 letter Comment 42j. The Department requests milling and resurfacing of the full width of the existing pavement from US -31 to Grand Boulevard. Please coordinate such work with any similar work being performed by the Alexandria Apartments. Per the response letter dated August 9, 2007, milling and resurfacing shall be performed for the full width of the existing pavement from the eastern limits of the 131s Street improvements associated with the Alexandria project to the limits of the Grand Boulevard project. This is acceptable to the City. Please confirm that this will be indicated in subsequent phases of the development. Response: Browning has agreed to provide monies to the City's non reverting thoroughfare fund establishment so this request shall not be completed at this time. 59. Comment: July 30, 2007 letter Comment 42n. The Department suggests the alignment of the interior access drives serving Lots 1, 2, and 3. It was indicated at the August 8, 2007 meeting that the developer would attempt to align the interior drives. In the response letter dated August 9, 2007, it was indicated that the drive alignments would be those that were most practical for site planning and that the location of the access drives would be addressed with the ADLS submittals for each commercial block /lot. Response: This requirement shall be the responsibility of the lot owner and designer for the outlots. O: \2006\ 060384 \20300 \dots \Permits \Response Letter_ CarmelEng- Duncan_2008_10_17.doc Page 9 of 10 C ri pe Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz 60. Comment: All piping and swales to convey off -site storm water and flood route shall be contained in 30 -foot easements. Response: Storm easements have been added to the construction documents. If you have any questions, please contact me at 317- 706 -6429. Sincerely, CRIPE AR HITECTS ENGINEERS 11 1. Christopher M. Wiseman, PE Project Manager cc: Jamie Browning, Browning Real Estate Partners David Lach, Cripe Greg Ilko, Crossroad Engineers Nick Redden, City of Carmel Engineering Angie Conn, City of Carmel DOCS Amanda Foley, City.of Carmel Stormwater Greg Noyes, Hamilton County Surveyor's Office Paul Pace, Carmel Utilities Steve Cook, Carmel Water John Duffy, Carmel Utilities File O: \2006 \060384 \20300 \docs \Permits \Response Letter_ CarmelEng- Duncan_2008_10_17.doc Page 10 of 10 C n e Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz October 17, 2008 Steve Cook Water Distribution Manager 3450 W. 131st Street Westfield, IN 46074 RE: 131st Street and US 31 Phase I Dear Mr. Cook: Thank you for your letter of March 14, 2008. Please find our responses below. Comment: 3 Request for a complete set of drawings. Response: Complete set of drawings have been provided for review and approval. Comment: All line sizes must be shown Response: Water main shall be 12" and labeled on the Utility Plan. Comment: Water mains terminate with a fire hydrant, not a cap. Response: Comment noted. If you have any questions, please feel free to contact me at 317- 706 -6429 or cwiseman @cripe.biz. Sincerely, CRIPE R HITECTS ENGI ERS Christopher M. Wiseman, P.E. Project Manager cc: Jamie Browning, Browning Real Estate Partners David Lach, Cripe Gary Duncan, City of Carmel Engineering Nick Redden, City of Carmel Engineering Angie Conn, City of Carmel DOCS Amanda Foley, City of Carmel Stormwater Greg Hoyes, Hamilton County Surveyor's Office Greg Ilko, CrossRoad Engineers Paul Pace, Carmel Utilities John Duffy, Carmel Utilities File O:\ 2006 \060384\ 20300\ docs\ Permifs \ResponseLtr_CarmelWater_2008_ 0_ 7.doc C Nifba_vc Architects Engineers Solutions by Design Since 1937 Telephone 31 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz October 17, 2008 David Littlejohn Alternative Transportation Department of Community Services City of Carmel One Civic Square Carmel, IN 46032 RE: 131st Street and US 31 Phase 1 (1328 -1440 W. Main Street) Dear Mr. Littlejohn: Thank you for your letter of March 11, 2008. Please find our responses below. 1. Comment: The Carmel Clay Alternative Transportation Plan requires a 10' asphalt path be constructed 131st St. Please revise the plans to include this path. Response: The 10' path shall be constructed as part of the INDOT interchange improvements across this frontage and is part of the commitments towards the Thoroughfare Fund. 2. Comment: The Carmel Clay Alternative Transportation Plan requires a 5' sidewalk on each side of internal streets. Please revise your plans to include this change. Response: The approved development plan for this area illustrated a sidewalk on the north side of the internal street only. 3. Comment: Please indicate ADA compliant handicap ramps at all crossings. Response: All crossings shall have ADA compliant ramps. a`a C Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz If you have any questions, please feel free to contact me at 317- 706 -6429 or cwiseman @cripe.biz. Sincerely, CRIPE ARCHITECTS ENGINEERS `"C Christopher M. Wiseman, P.E. Project Manager cc: Jamie Browning, Browning Real Estate Partners David Lach, Cripe Gary Duncan, City of Carmel Engineering Nick Redden, City of Carmel Engineering Angie Conn, City of Carmel DOCS Amanda Foley, City of Carmel Stormwater Greg Hoyes, Hamilton County Surveyor's Office Greg Ilko, CrossRoad Engineers Paul Pace, Carmel Utilities John Duffy, Carmel Utilities Steve Cook, Carmel Utilities File O:\ 2006 \060384\ 20300 \docs\ Permits\ ResponseLtr _AIITrans_2008_10_17.doc Page 2 Crlpe Architects Engineers Solutions by Design Since 1937 �I' Telephone 317 844 6777 !1 82.3F nile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis Indianay'46240 1 www.cripe.biz 4r October 17, 2008 444, Greg Noyes Hamilton County Surveyor's Office One Hamilton County Square Suite 188 Noblesville, IN 46060 -2230 RE: 131st Street and US 31 Phase 1 Dear Greg: Thank you for your letter of May 15, 2008. Please find our responses below. 1. Comment: The project is located in the incorporated area and MS4 jurisdiction of the City of Carmel. Response: Comment noted. 2. Comment: The project falls in the J.R. Collins No. 1 Regulated Drain Watershed. Response: Comment noted. 3. Comment: Arm #2 of the J.R. Collins No. 1 Regulated Drain extends part way through this site and has a statutory 75' per half easement from the center line of the tile. Response: Comment noted. 4. Comment: The proposed site DOES NOT fat in a Carmel Wellhead Protection Area. Response: Comment noted and this easement shall be vacated. 5. Comment: The J.R. Collins Regulated Drain is a 5" tile installed in 1890 and is inadequate to convey the storm water runoff from a developed site. This regulated drain must be reconstructed downstream to a point of adequate outlet as approved by the Hamilton County Surveyor. Response: Comment noted. 6. Comment: Based on the acreage that is within the watershed of the J.R. Collins #1 Drain per our records (1 5.70 acres), the allowable release rates for this site are 1.57 cfs for the 1 to 10 year 24 hour storm event and 4.71 cfs for the 11 to 100 year 24 hour storm event. Response: Refer to Drainage Report for allowable and post developed release rates. Per previous Master Plan prepared by Schneider the allowable is greater than this requirement. Site has been designed in accordance with the County Approved Master Drainage Plan. C ri pe Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Priority Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz 7. Comment: The Hamilton County Surveyors Office has concerns about the location of the detention faculties in regards to the U.S. 31 Right of Way. The proposed detention ponds appear to be in an area that could be needed for future Right of Way for the U.S. 31 upgrades. This could cause the site to be without the required detention or INDOT fo have to relocate the detention at significant cost. Has any preliminary discussions been held with INDOT to get their input on this project? Response: Meetings have occurred between Browning and INDOT and the crossing permit illustrating the.bore has been filed with INDOT. 8. Comment: Section 302.05( #4) of the Hamilton County Stormwater Technical Standards Manual and Section 302.06( #4) of the City of Carmel Stormwater Technical Standards Manual require a 50' separation form the top of bank of a detention pond to the Right of Way of a public road. Other alternative may be used to help deter a vehicle from accidentally entering the pond area. Response: INDOT shall be installing retaining walls with guard rails in this vicinity to deter vehicles. The land between pond and R/W shall be landscaped which will prevent vehicles from entering pond. 9. Comment: For future design reference, this site will be required to comply with the Hamilton County Stormwater Technical Standards Manual and the City of Carmel Stormwater Technical Standards Manual. Response: Comment noted. 10. Comment: Although the Hamilton County Surveyor's Office has reviewed this development plan and issued a comment letter, this office will not be limited by the development plan in regards to the pond sizes or location, drainage easement widths, storm sewer locations, lot layout, landscape layout, or any other drainage related issues. Insufficient information is presented to conduct a complete drainage review and changes may be required during the construction planning stage. Response: Comment noted. 11. Comment: Please submit construction plans and drainage calculations to our office, when they become available: Response: Revised Construction Documents, Drainage Report, and O &M Manual accompany this submittal. 12. Comment: Please note that additional Comments may be warranted at a later date. Response: Comment noted. O: \2006 \060384 \20300 \dots\ Permits \ResponseLtr_HAMCO Surveyor_2008- 10- 17.doc Page 2 Cripe Architects Engineers Solutions by Design Since 1937 Telephone 317 844 6777 Facsimile 317 706 6464 3939 Way South Drive, Suite 400 Indianapolis, Indiana 46240 www.cripe.biz If you have any questions, please feel free to contact me at 317 -706 -6429 or cwiseman @cripe.biz. Sincerely, CRIPE ARCHITECTS ENGINEERS "do ristopher M. Wiseman, P.E.' Project Manager cc: Jamie Browning, Browning Real Estate Partners David Lach, Cripe Gary Duncan, City of Carmel Engineering Nick Redden, City of Carmel Engineering Angie Conn, City of Carmel DOCS Amanda Foley, City of Carmel Stormwater Greg Ilko, CrossRoad Engineers Paul Pace, Carmel Utilities John Duffy, Carmel Utilities Steve Cook, City of Carmel, Water Distribution Manager File O:\ 2006 \060384 \20300 \docs\ Permits \ResponseLtr_HAMCO Surveyor_2008- 10- 17.doc Page 3 tovainftliffewomptinui luu'r lD mal 11 r u„ �ITY� TWARMEL April 29, 2008 JAMES BRAINARD, MAYOR Ms. Sherri Wilson, Permit Specialist Cripe Architects Engineers 7172 Graham Road Indianapolis, I N 46250 RE: 131'` Street US 31 Phase 1 Infrastructure Project Review #1 (Supplement) Dear Ms. Wilson: The City has received your construction plans dated February 15, 2008 for the March 19, 2008 Technical Advisory Committee. The Department issued a letter dated February 19, 2008. This letter is intended to supplement the February 19, 2008 letter as well as outline the status of comments issued in a letter dated July 30, 2007. We offer the following comments: PREVIOUS COMMENTS 1. July 30, 2007 letter Comment 11. Compliance with the Thoroughfare Plan includes construction of the improvements prescribed by the Thoroughfare Plan across the frontage controlled by the development (including sections with no access). Typically, developers provide a commitment equal to the value to construct these improvements for deposit into the City's non reverting thoroughfare fund. These requirements would be applicable to the 131st Street frontage and the proposed roundabout at 131st Street and Pennsylvania Street. Credit is typically given towards this commitment for any widening, milling and resurfacing of the perimeter streets along the frontage controlled by the petitioner or any other work requested by the City that is outside of the frontage controlled by the petitioner. This comment was restated as Comment 10 in the February 19, 2008 letter. This comment has been addressed. Please revise the Agreement dated September 26, 2007 to include the final value established at the last meeting between the City and Browning. 2. July 30, 2007 letter Comment 39a. Will a mass earthwork and master infrastructure package be developed? Will this set address master erosion and sediment control and post construction BMP's? Will each lot be responsible for its own storm water treatment or some aspect of the storm water treatment system? The Department restates the following: "Will each lot be responsible for its own storm water treatment or some aspect of the storm water treatment system?" 3. July 30, 2007 letter Comment 39e. Was a traffic study conducted as required by ordinance for a DP? Per the response letter dated August 9, 2007 a traffic study was not required when the DP was submitted. Per the Agreement dated September 26, 2007, a traffic study will not be required of this development. 4. July 30, 2007 letter Comment 39f. The City has adopted a new curbing policy. All curbing installed by this project shall conform to this policy. Please revise any notes, specifications, and details to accommodate this policy. The language of this policy must be added to a specification sheet on the final construction plans. This comment was restated as Comment 38a in the February 19, 2008 letter. This comment has been addressed. 5. July 30, 2007 letter Comment 39g. Please indicate and label the Pennsylvania Street intersection on all sheets. This comment has been addressed. 6. July 30, 2007 letter Comment 39h. Please show all existing and proposed 131st Street entrances and accesses and label them accordingly, including the new public street into the Alexandria Apartments on all sheets. The Department restates this comment. DEI'ARTIIENT OF ENGINEERING ONE CIVIC SQUARE. CARMEL, IN 46032 OFFICE 317.571.2441 FAX 317. 571.2439 EMAIL. engineering @carmel.in.gov Ms. Sherri Wilson April 29, 2008 RE: 131 Street US 31 Phase 1 Infrastructure- Project Review #1 (Supplement) Page 2 of 8 7. July 30, 2007 letter Comment 39i. Please show the complete intersection of U.S. 31 and 131st Street on all sheets. The Department rescinds this comment. 8. July 30, 2007 letter Comment 39j. Please provide the name of the facility shown as "EXISTING CHURCH." This comment was restated as Comment 38b in the February 19, 2008 letter and still needs to be addressed. 9. July 30, 2007 letter Comment 391. Please provide a Maintenance of traffic plan. Please evaluate if the plan will need to include signage in the US -31 right -of -way. All proper permits will need to be obtained. This comment was restated as Comment 38c in the February 19, 2008 letter. The following is intended to supplement this comment: a. Please evaluate if the plan will need to include signage in the US -31 right -of -way. All proper permits will need to be obtained. b. Please confirm that the Maintenance of Traffic Plan conforms to the INDOT Work Zone Safety Manual. c. If the gas main connection is to be an open cut connection, a plan for this work shall be developed. 10. July 30, 2007 letter Comment 40a. This project is subject to the City's Storm Water Management and Storm Water Quality Ordinances. This comment was restated as Comment 40a in the February 19, 2008 letter, 11. July 30, 2007 letter Comment 40b. Please confirm if it is intended to intercept the equalized flow for the 50 -year rain event and greater from the church property and discharge this into the Legal Drain. Per an email dated February 4, 2008, this comment is no longer applicable. 12. July 30, 2007 letter Comment 40c. The City is encouraging Low Impact Development (LID) practices to enhance the proposed water quality treatment system. The Department restates this comment. 13. July 30, 2007 letter Comment 40d. Please contact Amanda Foley to review storm water quality/treatment requirements. This comment was restated as Comment 40b in the February 19, 2008 letter and still needs to be addressed. 14. July 30, 2007 letter Comment 40e. Please ensure that the storm water management facilities and the storm water treatment system accommodate detention for the portion of the northwest corner of the church property that drains to the northwest and into the development. It was indicated at the August 8, 2007 meeting that the northwest area of the church property drains onto the Browning parcel today but that the long -term plan was for this area to drain into the church property. Per the response letter dated August 9, 2007 detention is provided for the undeveloped northwest area of the church property. Per an email dated February 4, 2008, it was requested that the consultants for the Browning development and the church meet to review the current plan for each property. The City's understanding at that time was that the northwest area of the church would rely on an outlet through the Browning property since it was northwest of the existing drainage break on the church property and that detention for this area was provided in the Browning storm water management facility. The Department restates the initial comment and requests that detention be provided in the Browning system for the developed condition of the northwest area of the church property. 15. July 30, 2007 letter Comment 42a. Thank you for indicating the auxiliary lanes at the westernmost entrance. The acceleration lane is not per City standards. Please verify all dimensions meet City standards. The Department would expect these auxiliary lanes to be constructed and remain in place until the roundabout is constructed. There shall be no credit against any formal commitments for Thoroughfare Plan improvements for the construction of these auxiliary lanes. This comment was restated as Comment 41a in the February 19, 2008 letter. This comment has been addressed. 16. July 30, 2007 letter Comment 42b. The right -of -way for the roundabout shall be a 120 -foot radius unless a smaller radius has been discussed with the City Engineer. This comment has been addressed. Ms. Sherri Wilson April 29, 2008 RE: 131 Street US 31 Phase 1 Infrastructure- Project Review #1 (Supplement) Page 3 of 8 17. July 30, 2007 letter Comment 42c. The 20 -year Thoroughfare Plan indicates a 60 -foot half for the 131st Street frontage east of Pennsylvania Street. However, the 20 -year Thoroughfare Plan does not specifically indicate a right -of -way from Pennsylvania Street to US -31. The Department would expect the right -of -way for this segment to be that of a Primary Arterial (consistent with other such segments between Pennsylvania and US -31 on the east side and between Illinois Street and US -31 on the west side) and require dedication of a 75 -foot half right -of -way. This comment has been addressed. 18. July 30, 2007 letter Comment 42e. The City requests the extension of the 10 -foot multi -use path across the church parcel to Grand Boulevard. This work would be credited against any formal commitments for Thoroughfare Plan improvements. The response letter dated August 9, 2007 indicated that Browning would attempt to have the church construct this path as part of the negotiation to purchase the property. Per the Agreement dated September 26, 2007, the City shall negotiate the installation of the walk across the church frontage at such time as the church implements their expansion plans. The Agreement also stipulates that Browning will not be responsible for the installation of the path segment between Pennsylvania Street and US -31. 19. July 30, 2007 letter Comment 42g. The Department assumes that there have been discussions with the Department of Community Services related to the extension of Pennsylvania Street north through proposed Lot 2 and crossing US -31 in some fashion as indicated on the Thoroughfare Plan. Based on the August 8, 2007 meeting, the Department rescinds this comment. 20. July 30, 2007 letter Comment 42h. The City will not request auxiliary lanes at the easternmost private drive due to the limited right -of -way to the east. However, if the existing right -of -way to the east is adequate for construction of auxiliary lanes to the City standards, the Department will request construction of these lanes. Please verify the existing right -of- way to the east of the property. Thank you for your response that adequate right -of -way does not exist to the east. The City will not request the installation of auxiliary lanes at this entrance. 21. July 30, 2007 letter Comment 421. The Development Plan did not indicate the requisite storm water /drainage information required by Section 100 of the Storm Water Technical Standards Manual. Please include such information on the construction plans. This comment has been addressed. 22. July 30, 2007 letter Comment 42m. Thank you for indicating the potential INDOT right -of- way on the plan. Per an email from the Department of Community Services dated July 13, 2003 to Mr. Browning, the City is not requesting right -of -way associated with US -31 at this time. This comment has been addressed. 23. July 30, 2007 letter Comment 43a. Construction Plans need to include more detailed erosion and sediment control and post construction water quality plans and information. This comment was addressed in the recent submittal for Phase One. Please review the SWPPP with John Thomas to obtain approval of the Phase One plan. 24. July 30, 2007 letter Comment 44a. All permits required from the INDOT for the storm sewer bore under US -31 shall be obtained prior to approval of the construction drawings. This comment was restated as Comment 42a in February 19, 2008 letter and is still applicable. 25. July 30, 2007 letter Comment 44b. Is an easement required for the sanitary main extension south of 131st Street? This comment is no longer applicable as sanitary service is available on the north side of 131" Street. 26. July 30, 2007 letter Comment 44c. The water main connection is located within the future pavement of the roundabout. Is a valve required at this location? The Department restates this comment. 27. July 30, 2007 letter Comment 44d. There is a proposed sanitary manhole in the future pavement of the roundabout. This manhole needs to be located outside of the future pavement of the roundabout. This comment is no longer applicable. Ms. Sherri Wilson April 29, 2008 RE: 131 Street US 31 Phase 1 Infrastructure- Project Review #1 (Supplement) Page 4 of 8 28. July 30, 2007 letter Comment 44e. There shall be no castings for storm, sewer, water or other utilities in pavement, curb, sidewalk or path within the City right -of -way. Please revise Note 9 on Sheet C501 to conform to this comment. FEBRUARY 19, 2008 COMMENTS All items contained in the February 19, 2008 letter are valid with the exception of the following: 29. February 19, 2008 letter comment 10. Please refer to Comment 1 of this letter. 30. February 19, 2008 letter comment 24. Dedication of Right of Way for 131st Street and the future 131 st/Pennsylvania Street roundabout. Appropriate dedication documents are available upon request. Has this right -of -way already been dedicated? 31. February 19, 2008 letter comment 25. It does not appear that there are open pavement cuts of the 131st Street or Pennsylvania Street pavements associated with the water and sanitary sewer main extensions. There does appear to be a gas connection required across 131st Street. Is an open cut for the gas main connection proposed? If so, Board approval is required. 32. February 19, 2008 letter comment 38a. This comment has been addressed; please refer to Comment 4 of this letter. 33. February 19, 2008 letter comment 38c. Please refer to Comment 9 of this letter. 34. February 19, 2008 letter comment 41a. This comment has been addressed; please refer to Comment 15 of this letter. 35. February 19, 2008 letter comment 43. All asphalt pavement within the City right -of -way shall be 1 inch HMA #11 surface on 2 inches HMA #8 binder on 3 inches HMA #5D base on 7 inches #53 stone on 4 inches #2 stone. Please revise PV -36 on Sheet C202 accordingly. The Department will accept a lesser pavement section than indicated in the February 19, 2008 letter due to the temporary nature of this pavement. Please revise detail PV -36 on Sheet C202 to conform to the following: 1.5- inches HMA #11 surface on 2- inches HMA #8 binder on 3- inches HMA #5D base on 7- inches #53 stone. The hatching needs to extend all the way to the limit of the right -of -way for the future roundabout. SUPPLEMENTAL COMMENTS TO FEBRUARY 19, 2008 LETTER 36. General a. Please verify that the commitments for thoroughfare plan improvements include the construction of the multi -use path and is the reason that such path is not indicated on the plans for the portion of the frontage controlled by the developer between Pennsylvania Street and the church property. b. Please add the note "No earth disturbing activity may commence without an approved storm water management permit" to all sheets. c. Please indicate the existing AT &T easement on all sheets. d. Please indicate any known AT &T infrastructure on the Utility Plan. e. Please confirm with the DOCS the need for interim pedestrian connectivity into the site from the intersection of 131 Street and Pennsylvania Street. f. Please indicate what is represented by "L.B.Y." g. The proposed stop sign in the right -of -way requires a City ordinance to be enforceable. Please work with this Department on this issue. h. Please indicate the existing legal drain easement on all sheets unless it has been vacated. i. Please resolve any outstanding issues related to the sidewalk of the interior access drive with DOCS. j. Please stamp the plans "Approval Pending -Not for Construction" until plans are approved. 37. Sheet C101 a. Please add a note to the plans that requires removal of the portion of the existing driveway within the proposed right -of -way to conform to the requirements of Carmel City Code Section 6- 227(h). Ms. Sherri Wilson April 29, 2008 RE: 131 Street US 31 Phase 1 Infrastructure- Project Review #1 (Supplement) Page 5 of 8 b. Is curbing demolition required for the gas main connection? If so, this removal shall be noted and a note added to the plans requiring sawcut of the curb at the nearest existing joint past the required removal limits. Curb replacement shall be noted on the Site Plan. c. Please indicate Keynote 3 for the limits of the pavement removal for the gas main connection to ensure that the existing pavement is sawcut to a clean edge. d. Please revise the limits of the sawcut of the existing pavement edge to include the area adjacent to the additional widening requested. 38. Sheet C201 a. The pavement hatching does not agree with the keynotes. b. Keynote 9 references striping as indicated on another sheet. Please either show the striping on this sheet with references to the other sheet for more detail or delete this keynote from the sheet since it does not reference any item on this plan sheet. c. Please add Keynote 11 to the proposed gravel shoulder adjacent to the acceleration lane. d. Are any tree preservation easements or landscaping easement planned? If so, are such easement overlapped by drainage, utility, sewer or other easements? e. Is a railing included on top of the proposed retaining wall? f. Please indicate the dimensions /limits of the depressed curb on the plans for the ADA ramps. The Department would expect these limits to be different in each instance (based on if the ramp will be installed for an on -site walk or the 10 -foot path in the right -of- way). g. Please show the 25 -foot building setback from the 100 -year elevation of the storm water management facility. h. Please indicate an additional 140 -feet of widening and gravel shoulder on the north side of 131 Street from the limits of the auxiliary lane to the east. The widening shall be that width to provide 24 -feet of pavement as measured from the proposed Alexandria pavement edge on the south side. i. Please indicate a Non Access Easement across the 131s Street frontages. j. Please indicate the centerline radius of the internal access road. k. Please indicate the curb return radii of the proposed commercial entrance. 1. Please verify that the pond is contained in an easement a minimum of 15 -feet from the 100 -year elevation or the top of the bank. Please also verify that a 20 -foot access easement is provided to access the pond for maintenance. m. Please add the following note to the plans: "All paving within the existing and proposed City right -of -way shall conform to the requirements of the Department of Engineering and the City's paving policy. The Contractor must contact the Department of Engineering to schedule a pre construction meeting to review the Department's construction requirements, staff notification requirements, required inspections for certain stages of the work and to review the authority of the Department as it relates to work within the existing and proposed City right -of- way." 39. Sheet C202 a. Detail TR-4. Please require thermoplastic striping in the right -of -way. b. The Department recommends that Detail PV -36 be revised to conform to the City's Local Street standard pavement section. c. Please add the City's 604 SWCR -02 detail for ADA ramps in the right -of -way (if any are planned). d. Please indicate City standard SSD under the gravel shoulder on Detail 16. Please also indicate this piping on the Utility Plan. e. Detail TR -9 is not appropriate for installation in the right -of -way. f. Please include the City's standard Street Cut and Patch detail for the gas main connection work. 40. Sheet C301 a. Both MFE and MPE are indicated on the plans but only MFE is defined. Please also define MPE. Ms. Sherri Wilson April 29, 2008 RE: 131 Street US 31 Phase 1 Infrastructure- Project Review #1 (Supplement) Page 6 of 8 b. Please indicate if the bottom of the overflow weir rip -rap section is above the 100 -year elevation of the storm water management facility. c. Please establish the Minimum Lowest Adjacent Grade for each block/lot. d. Please add the definitions from the Storm Water Technical Standards Manual for MFPG and MLAG to the plans sheets. Please contact this office for the definitions. e. Please indicate the critical pond elevations on this sheet (Normal pool, 10 -year, 100 -year, etc.). f. Please review the 50 -foot separation requirement between the top of bank or 100 -year pond elevation and the INDOT right -of -way with this Department. 41. Sheet C501 a. The Department does not recommend installing the storm sewer trunk line down the centerline of the access road. b. Water taps are not indicated. Are any water taps anticipated under the access road? c. Please coordinate the open cut for the gas service with the Alexandria Development. If located in an area to be resurfaced by the Alexandria project, the City requests that the gas main tap be completed prior to any resurfacing operations. d. If possible, please locate the proposed BTC, BEC and gas service laterals outside of the right -of -way for the future roundabout. These utilities are not in the optimum location for the future roundabout. e. All swales shall have an SSD installed in them, including any swales that drain onto and between the future blocks /lots. f. The Department suggests the installation of City standard SSD under the curbing of the interior access drive. SSD is required under all curbing in the right -of -way. 42. Sheet C502 a. Please revise the "special backfill specification on the "Trench Detail and Trench Schedule" Detail to require backfill to City standards for installations in rights -of -way. b. Please add the City's standard cover and backfill notes for sanitary sewer main and lateral and water main and lateral installation in City rights -of -way. c. Please include the City standard SSD under curb detail. SSD shall be double wall Hancor Hi -Q or equivalent. 43. Sheet C601 a. Please show the existing and proposed utility crossings on the street profile. Information shall include pipe sizes and invert elevations. 44. Sheet C602 a. New double yellow lines are indicated for the centerline of the pavement. Will the existing striping be removed by milling since this area is not indicated for milling and resurfacing? Milling of the existing striping shall be indicated on the demolition plan and a plan for maintenance of traffic shall be developed for this work. b. Please remove the references to Tomlinson Road. 45. Sheet C801 a. Please add "Per Trench/Trench Schedule Detail on Sheet C502" to the "Granular Backfill" text in the Profile Legend. b. Please revise Keynote 9 to require backfill to conform to the Trench/Trench Schedule Detail on Sheet C502. FUTURE PHASES The items below are restated from the review letter dated July 30, 2007 for incorporation into the subsequent phases of this development. 46. July 30, 2007 letter Comment 4: 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 previous reviews. Please notify us of any changes and specifically state any changes, including changes resulting from Plan Commission, BZA or other committee meetings. It was indicated in the response letter dated August 9, 2007 Ms. Sherri Wilson April 29, 2008 RE: 131 Street US 31 Phase 1 Infrastructure Project Review #1 (Supplement) Page7of8 that the Plan Commission required this drive to be limited to emergency vehicle access only. However, the Agreement dated September 26, 2007 indicated that the developer shall extend the existing church access road to the north in order to provide a secondary access into the development. Construction of this secondary access shall be indicated on subsequent phases of the development. 47. July 30, 2007 letter Comment 39d. The City will not maintain the proposed private drive. The right -of -way will need to be vacated. The Department will confirm this desire with the Department of Community Services. Right -of -way vacation is approved by the City Council. The Department will expect the petitioner to develop all of the necessary plats and descriptions for the right -of -way vacation. The Department would expect that property reversion as the right -of -way is vacated will need to be resolved between the property owners. Per the Agreement dated September 26, 2007, the right -of -way will remain a matter of public record. Per the Agreement dated September 26, 2007, the Developer (with the church as possible second party responsible for maintenance) shall file a maintenance agreement with the City obligating the developer to maintain the portion of the drive within the dedicated right -of -way. 48. July 30, 2007 letter Comment 39k. The church dedicated right -of -way for Grand Boulevard and is expecting access off of this future street. It is not likely that Grand Boulevard will be extended north of 131st Street per the current Thoroughfare Plan. However, the church will need access to the proposed private drive and be provided any necessary rights to ingress and egress and other legal use of the drive. The plan shall indicate how access is provided to the church and the construction of any aprons. The Department restates this comment. 49. July 30, 2007 letter Comment 42k. The Department recommends (does not require) that the easternmost private drive be constructed to City Standards in the event that it is ever desired to dedicate this street to the City. Per the Agreement dated September 26, 2007 the existing road shall remain a private drive and the proposed drive shall be constructed as a private drive and will not be per City standards. 50. July 30, 2007 letter Comment 42o. The construction drawings will need to address modifications to (or removal of) the existing church access roadway. The City requests the removal of the existing curb turnouts and facilities installed to accommodate the runoff from the existing and future access road. The pond overflow shall be accommodated in some fashion also. There is a limited receiving system to the east. The Department restates this comment. 51. July 30, 2007 letter Comment 39b. The plans (and all appropriate sheets) shall indicate the proposed Grand Boulevard improvements. Please contact Karla Smith at American Structure Point to obtain digital files. This project shall be designed to match these proposed improvements the same as if already constructed. The Department restates this comment. 52. July 30, 2007 letter Comment 39c. The existing improvements on the church property shall be indicated on the plans (and all appropriate sheets), including any existing access points. The Department restates this comment. 53. July 30, 2007 letter Comment 41a. Please label all existing right -of -way, including the Grand Boulevard right -of -way. The Department restates this comment. 54. July 30, 2007 letter Comment 41b. Please indicate all existing church improvements, including access points, detention ponds, pond outlet, curb turnouts, pond overflow, drive culvert, etc. The Department restates this comment. 55. July 30, 2007 letter Comment 42d. The Development Plan does not indicate any bicycle parking spaces. Please verify that this issue will be addressed with the ALDS submittals for each commercial block/lot as it is developed. 56. July 30, 2007 letter Comment 42f. Please confirm with the DOCS the need for pedestrian connectivity along the easternmost access drive. The Department restates this comment. 57. July 30, 2007 letter Comment 42i. The Department requests widening of the north side of 131st Street from US -31 to Grand Boulevard such that there is 24 -feet of travel lanes. Please coordinate such work with any proposed widening being performed by the Alexandria A Ms. Sherri Wilson April 29, 2008 RE: 131 Street US 31 Phase 1 Infrastructure- Project Review #1 (Supplement) Page 8 of 8 Apartments. Per the response letter dated August 9, 2007, the requested widening shall be performed on the north side of 131" Street from the eastern limits of the 131" Street improvements associated with the Alexandria project to the limits of the Grand Boulevard project. This is acceptable to the City. Please confirm that this will be indicated in,subsequent phases of the development. 58. July 30, 2007 letter Comment 42j. The Department requests milling and resurfacing of the full width of the existing pavement from US -31 to Grand Boulevard. Please coordinate such work with any similar work being performed by the Alexandria Apartments. Per the response letter dated August 9, 2007, milling and resurfacing shall be performed for the full width of the existing pavement from the eastern limits of the 131" Street improvements associated with the Alexandria project to the limits of the Grand Boulevard project. This is acceptable to the City. Please confirm that this will be indicated in subsequent phases of the development. 59. July 30, 2007 letter Comment 42n. The Department suggests the alignment of the interior access drives serving Lots 1, 2 and 3. It was indicated at the August 8, 2007 meeting that the developer would attempt to align the interior drives. In the response letter dated August -9, 2007, it was indicated that the drive alignments would be those that were most practical for site planning and that the location of the access drives would be addressed -with= the -ADLS submittals:for each :commercial block/lot. 160. All;piping and`swales.to= convey off_site storm water-and flood route shalLbe_ contained= in 30 foot_easements. If you have questions, please contact me at 571 -2441. Sinc- ly, t a .Duncan, Jr., sistant Ci Engineer Department o Engineering CC (Via Email): Angie Conn, Department of Community Services John Duffy, Carmel Utilities Paul Pace, Carmel Utilities Distribution Paul Amone, Carmel Utilities Collection Greg Hoyes, Hamilton County Surveyor's Office Greg Ilko, Crossroad Engineers, PC Jamie Browning, Browning Real Estate Partners CC: Department Review/File Copy \\Apps2 \user data \eng\ shared \DHi11\PROJRE V08 \131 st&US3 1 PHASE 1 INFRASTRUCTURE# 1 A.doc III Iy /l��o /!!!r 1 ty o f c i i i�� G l l l f f l l March 11, 2008 David Lach Cripe Architects and Engineers 7172 Graham Rd Indianapolis, IN 46250 RE: 1328 -1440 W Main St. Dear Mr. Lach: The following letter represents comments for this project specifically addressing the area of alternative transportation. I have reviewed the drawings submitted for the March 19, 2008 Technical Advisory Committee meeting and offer the following comments: ALTERNATIVE TRANSPORTATION REVIEW COMMENTS 1) The Carmel Clay Alternative Transportation Plan requires a 10' asphalt path be constructed 131s St.. Please revise the plans to include this path. 2) The Carmel Clay 3) Alternative Transportation Plan requires a 5' sidewalk on each side of internal streets. Please revise your plans to include this change. 4) Please indicate ADA compliant handicap ramps at all crossings. We request that all responses to our comments be provided in writing. Failure to provide written responses may result in delay of the review process. It is critical that this office be made aware of all modification made on the plans being re- submitted, particularly if any such changes are considered "new" or fall outside of our previous reviews. Please provide revised plans indicating all revisions. Please notify us of any changes and specifically state any changes, including changes resulting from Plan Commission, Special Studies or other committee meetings. The Department of Community Services reserves the right to provide additional comments based on subsequent reviews. If you have questions, please contact meat 571 -2417. Sincerely, David Littlejohn Alternative Transportation Coordinator Department of Community Services cc: Angie Conn, Department of Community Services Engineering Department Review Project File ONE CIVIC SQUARE CARMEL, INDIANA 46032 317/571 -2417 L✓Il y of Cfil all' Carmel 16g' r rnenl 9 n�E�4; :S r all -446®3 ti d y RAC �IVF, p �dR 4 2008 t oCS March 3, 2008 Chris Wiseman n Cripe V 7172 Graham Road l�I\a �(�D Indianapolis, IN 46250 2_1 0: RE: Job 070400 -20000 Dear Mr. Wiseman: The above mentioned project has been received and reviewed. 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, Michael D. Fogarty Chief of Police MDF:vb cc: Dept. of Community Services 34,, (317) 571 -2500 A Nationally Accredite La v'Enforcement Agency Fax (317) 571 -2512