Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
TAC Comments
CITY OF CARMEL WAT&)NAST[WATER UTILITIES American Structure Point 7260 Shadeland Station Indianapolis, IN 46256 RE The Bridges Dear Sirs 3450 W. 131 st STREET • WESTFIELD, INDIANA 46074 (317) 733 -2855 • FAX (317) 733 -2053 We have reviewed the submitted prints for The Bridges. All requirements have been approved by the City of Carmel Water Department to begin the above project. If any changes are made to this set of plans the approval becomes null and void. A new set of plans with current data will need to be submitted for approval. You must still submit 2 sets of City of Carmel Engineer stamped APPROVED drawings to our office. Please send them to: 3450 W. 131St Street Carmel, IN 46074. ** Please note New Address. At the completion of the project, as- builts must be submitted in the following format: • Files must be submitted on a cd -rom in a jewel case labeled with Engineering Company Name, Project Name, & date CD was burned w/o using file compression in AutoCAD Version 2004 or earlier format. There should be one drawing labeled as Water Features with only water pertinent information • Certified as- builts shall accurately reflect all field design. As- builts must be stamped "Field Verified" and signed by the developer's registered professional engineer or land surveyor. • Disc file names shall be clearly labeled and easily identifiable to all users. • Projection shall be referenced to NAD83, Indiana State Plane Coordinate System, East Zone, using U.S. Survey Feet and per the Hamilton County datum. • All pertinent drawing elements will reside in the primary drawing file. There shall be no cells, nodes, blocks, or reference files attached to the drawing. • Tie into section corners in the Indiana State Plane Coordinate System to insure proper orientation. All underground fittings shall be marked with lath or PVC and identification for GPS capturing. Must show measurements between all fittings and from centerlines with each fitting. identified; .water .matins identified by size and material, services from lot line and centerline, and location of any taps • The as- builts, both paper and digital, must be revised to show the exact location of all water mains, laterals constructed, hydrants, valves, service lines & fittings as installed with measurements from a permanent structure (e.g. fire hydrant) • After installation, actual point coordinate locations for all hydrants, valves, fittings, etc. shall be captured using Survey Grade GPS unit. A file submitted on the as -built disc in .cor format. • Please visit City of Carmel Specs to view full set of requirements. http: / /www.ci.carmel.in.us/ services /wateroperations /waterops.html It is important to have as- builts submitted correctly to avoid delays in any future projects. Should you have any questions, please feel free to contact Steve Cook at 733 -2855. Steve Cook Water Distribution Manager carme October 24, 2012 Andy Taylor American StructurePoint, Inc. 7260 Shadeland Station Indianapolis, IN 46256 46 32 RE: Project Number: 201001114 116th St & Spring Mill Rd_Carmel_GBC Commercial Amenity Use Block --Phase 1 Plans Dear Mr. Taylor: 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, Tim: by J. Green Chief of Police TJG:vb cc: Dept of Community Services 7) 57 2500 A Nationally Accredited Law Enforcement Agency Fps (517) 57 2612 The Bridges Commercial Amenity Block Phase 1 SWPPP Review - Ou... https: // mail .structurepoint.com /owa / ?ae= Item &t = IPM.Note &id =Rg... Office Outlook Web Access Type here to search This Folder P la Address Book LJ Options J Log Off Mail °3 Calendar L4 Reply $ =I Contacts g Deleted Items (627) Drafts [1] J Inbox 4. Junk E -mail LJ Sent Items Click to view all folders A Manage Folders... Lrli Reply to All L Forward tJ Move )( Delete C Junk The Bridges Commercial Amenity Block Phase 1 SWPPP Review Thomas, John G [jthomas ©carmel.in.gov] Follow up. Start by Friday, November 30, 2012. Due by Friday, November 30, 2012. You forwarded this message on 11/30/2012 5:03 PM. Close Sent: Friday, November 30, 2012 5:00 PM To: Fetahagic, Alen; Duncan, Gary R [gduncan©carmel.in.gov]; Redden, Nick [nredden©carmel.in.gov]; Barnes, David R [dbarnes @carmel.in.gov]; gilko©crossroadengineers.com; whall©crossroadengineers.com; Foley, Amanda J [afoley @carmel.in.gov]; Taylor, Andy Attachments: j City of Carmel SWPPP Requi»l.pdf (33 KB) [Open as Web Page] Good afternoon, I have the following comments on The Bridges Commercial Amenity Block Phase 1 SWPPP; 1. The SWPPP needs to be placed in the City of Carmel format for full review. Format is attached. 2. I have no record of an approved Mass Grading plan for the Bridges as noted on the plans. All BMPs that will serve the site must be constructed. A. The mass grading plans must be approved and the project under construction or; B. The BMPs must be included in this plan and constructed with this project. 3. Please provide a cross section of the water quality vegetated swale and water quality pond BMP. These must meet the design detailed in Chapter 700 of the Technical Standards Manual. 4. The water quality vegetated swale and water quality pond BMP must be placed within an easement and, if needed, an access easement must be provided from the City's R/W to reach them. 5. Please submit Water Quality Sizing Calculations for the BMPs. 6. Please show the limits of the BMPs needed to treat the WQ volume on the plans. 7. Was a wetland delineation completed for the site or any watercourses identified? 8. Please add any necessary storm water controls to demolition plan. A. A construction entrance should be noted. B. Protections, such as rock horseshoe check dams, should be placed on all culverts in the project area that drain off site. C. Pertinent perimeter controls. 9. What is the master plan for Storm Water treatment on the project as a whole? A. Will each outlot install a storm water control as they are developed, and then everything will drain to the Water Quality Pond? B. If the vegetated swale eventually gets developed, who will be responsible to provide an equivalent BMP for the areas that it had been required for Water Quality? 10. The temporary soil stockpile is located far from the proposed project area. A. Storm Water Controls should be modified to take the access of this area into account from the project area. limits. 11. The temporary soil stockpile and vegetated swale need to be shown within the construction 12. The vegetated swale is shown as being stabilized with this project, but the SWPPP narrative indicates that it will be installed with another project. The narrative also discusses stabilizing the pond banks, but then states that it will be installed with another project. Please resolve. 12. If BMPs will be constructed with this project, an operation and maintenance manual needs to be submitted for review. 13. Please provide grading details for the northern end of the site, including the pond and areas that drain to the culverts. 14. Please indicate how the northern area of the site will be stabilized on the SWPPP. Landscaping, sod, temporary stabilization, etc. 15. Please make a note on the seeding legend symbol that straw mulch must be used at a minimum. 1 of 2 12/3/2012 9:57 AM The Bridges Commercial Amenity Block Phase 1 SWPPP Review - Ou... https: // mail .structurepoint.com /owa / ?ae= Item &t = IPM.Note &id =Rg... 16. Construction entrance must be a minimum of 150 for sites 2 acres or larger. Please revise plan. A. Please indicate the type of acceptable stone and depths in construction entrance detail. 17. A rock chute or other armament will be needed down the slope of the pond bank where the vegetated swale meets it. Provide detail and show location and dimensions on plans. 18. "Dump No Waster Drains to Waterways" message needs to be stamped on all storm inlet grates. Please provide detail or make note on plans. 19. Please provide grading topography for the proposed non -water quality vegetated swales and provide cross section. 20. Any structures with sumps need to be called out on the SWPPP plans and O &M so that they can be maintained with in conjunction with the BMPs. 21. Inlet protection should be shown on the inlets on Illinois Street that will receive drainage from the construction entrance area. Please let me know if you have any questions and have a good weekend. Sincerely, John Thomas, CPESC, CMS4S Stormwater Administrator City of Carmel Engineering Department (p) 317 - 571 -2314 (f) 317 - 571 -2439 Q v] Connected to Microsoft Exchange 2 of 2 12/3/2012 9:57 AM November 30, 2012 Mr. Andy Taylor Structurepoint, Inc. 7260 Shadeland Station Indianapolis, IN 46256 ET, JAMES BRAINARD, MAYOR RE: The Bridges Phase I- Project Review #1 Dear Mr. Taylor: The City received your development plans on October 23, 2012. We offer the following comments: CONSTRUCTION DRAWING •REVIEW COMMENTS 1. Please omit Sheets LS 100 -LS I01, Landscape Plan; and Sheet LTI00, Sit Lighting from construction sets to be submitted for review by this department. The Department of Engineering does not have approval authority over landscape plans or photometric plans. Please remove the titles for the Landscape Plan. Landscape. Details. and Site Lighting from the Sheet Index. 2. Will this development be platted? 3. Please only show the City's future road improvements. as "existing" on C100 and C200- 0500. Please remove all existing conditions from these sheets. 4. Please align the entrance on Springmill Road with the opposing approved entrance for the LDS Temple on Springmill Road. 5. A straight an-ow should be shown for through traffic across Springmill Road at the Springmill Road entrance. 6. There were two private roundabouts: shown in this portion of the concept plan approved in the PUD, along the north -south road. Are these roundabouts required by the PUD? 7. Why are curbs not shown for the southern portions of this project? Is this for future parking lot expansions? 8. Is the north entrance on Illinois Street consistent with what is approved in the PUD? 9. The southern private roads intersection should be changed to have a more generous curve, allowing for better site distance at this intersection. 10. Please indicate the existing and proposed right -of -ways on Illinois Street. 11. What are the plans for the construction of the multi- access path, along Springmill Road and Illinois Street, to the southern entrances for this project? 12. Please label the linetypes in the legends. 13. Why are curbs not shown around the CVS Pharmacy? City standards require curbing in all parking areas, except when disallowed for stormwater quality treatment. 14. On C200, the note for the entrance on 116th Street refers to Landscape Plans. Details for this entrance were not included on the Landscape Plans. Please submit details for this entrance with the construction plan set. 15. All four entrances to the site from the public right -of -way shall be City Standard concrete Commercial Driveways. 16. The maximum allowable commercial driveway width is 30 -feet. Please change the southern entrances per this standard. 17. Please indicate the removal of curb to the nearest joint for the construction of the two entrances on Illinois Street. Please label the curb return radii for the Springmill entrance. DEPARTMENT OF. ENGINEERING ONE CIVIC SQUARE, CARMEL, IN 46032 OFFICE 317.571.2441 F, 317.571.2439 EMAIL engineering@carmefin.gov Mr. Andy Taylor November 30, 2012 RE The Bridges Commercial Amenity Use Block — Phase 1 Page 2 of 6 19. Please indicate the milling and resurfacing of the en of the auxiliary lanes on Springmill. 20. On C202: a. Acceleration/Deceleration Dimension Plan #73 at a 6 -inch depth. b. Acceleration /Deceleration Dimension Plan e width of Springmill across the limits Please indicate the 3 -foot shoulder made of Please indicate the subsurface drain, including the connection to the storm sewer system. c. Please indicate the lane markings on Springmill Road, including the double yellow centerline, solid white lane line, and edge markings. d. An end section is needed for the pipe under Springmill Road, south of this entrance. e. Please provide more information regarding the grading and drainage along Springmill Road at this entrance, along the auxiliary lanes. Is a swale being installed or will this area sheet flow into the site? f. Auxiliary Lane Cross Section:. Please indicate the stone is #73. g: Auxiliary Lane Cross Section: Please label the cross slope. 21. All pavement markings in the right -of -way shall be thermoplastic. 22. Please show the proposed power poles on Springmill on C300 and C301 23. Sheet.C300: a. Please include storm and sanitary in the legend. b. Are the sprinkler control valves west of CVS located within the right -of -way? c. Are the pipes shown under Springmill and 116th Streets existing or proposed? Are these being accommodated into the site? d. Please show the existing subsurface drain under the curb along Illinois Sheet. 24. Please indicate the flow directions along the swale, through the site, directing all drainage from this project to the south and the invert elevations of the culverts along the swale. 25. Please provide the MFPG and MLAG for the proposed buildings. The MFPG and the MLAG shall be a minimum of 2 feet above the 100 year flood elevation of the detention facility and 1 foot above the local flooding with the inlets plugged. 26. Please indicate the an -site flood routing. The flood route shall be based on all inlets plugged during a 100 -yr rain event. 27. Please provide a drainage summary, as required per the Stormwater Technical Standards 102.02 xi. m. 28. On C400 -0401, please include contours for the southern portion of this project. 29. On C402, a note refers to a previously approved detention pond and mass grading plan. The Engineering Department has no record of this being approved or constructed. In order for this project to progress, all downstream stonnwater facilities shall be constructed. 30. Landscape mounds were previously planned along Springmill Road, to the south. When will these be constructed? Please indicate on the plans. 31. Please include a Maintenance of Traffic Plan for work within the right -of -way on the Thoroughfare Plan roads. 32. The Stop Sign Detail on C700 must meet the MUTCD standards, 33. Inclusion of City Standard Drawing 10 -32 is not necessary. 34. Please include the City Standard Drawing for Commercial Driveways. 35. Improvements at the 116`h Street and US31 intersection were committed by the developer as a part of the PUD approval. What is the trigger for these improvements? GENERAL INFORMATION 36 These comments represent the Department of Engineering's first review of the development plans for this project. 37. We request that all responses to our comments be provided in writing and be accompanied by a drawing reflecting the requested revisions. Failure to provide written responses may result in the delay of the review process. Mr. Andy Taylor November 30, 2012 RE: The Bridges Commercial Amenity Use Block — Phase i Page 3 of 6 38. 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 provide revised plans including all revisions. Please notify us of any changes and specifically state any changes, including changes resulting from Plan Commission, BZA or other committee meetings. 39. 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 their office for review. We will share Crossroad's comments as they are received. 40. 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 Of required) are obtained. d. All off -site easements necessary to install utilities to serve the development are secured. e. SWPPP is approved. f All fees are paid. 41. The Department reserves the right to provide additional comments based upon subsequent reviews. 42. An approved Storm Water Management Permit is required prior to commencing any earth disturbing activity. Please contact Mr. John Thomas regarding storm water quality requirements, 43. An approved right -of -way permit is required prior to commencing any work in the public right -of -way and for construction equipment access from the City's right -of -way. 44. If it will be necessary to relocate existing utilities, the costs for such relocation shall be borne solely by the developer. Any utility poles requiring relocation shall be relocated to within one foot of the outside edge of the proposed right -of -way. 45. 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. 46. Jurisdictions: a. The project site is located within current City of Carmel Corporate Limits. b. Perimeter Street and Right -of -Way— City of Carinel (Illinois Street, Spring Mill Road, I i 6`h Street) 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. 47. Drawings submitted for approval: a. The design engineer must certify all drawings submitted for final approval. b. This office will require 9 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 3 sets, one of which must be maintained on the construction site at all tunes. If this project is subject to review and approval by the Hamilton County Surveyor's Office, a total of 11 sets will be required for final approval. 48. Carmel Utilities will provide separate reviews of this project for water issues. Please assure that copies of all drawings are sent to: Paul Pace Paul Arnone Carmel Utilities Distribution Carmel Utilities Collection Mr. Andy Taylor November 30, 2012 RE: The Bridges Commercial Amenity Use Block- Phase 1 Page 4 of 6 3450 West 13r Street 901 North Range Line Road Westfield, IN 46074 Carmel, IN 46032 49. Cannel Utilities subscribes to "Holey Moley" who should be contacted directly for all water main locations. 50. The following items will be sent electronically upon request regarding this correspondence and project: a. Project Approval Checklist b. Performance /Maintenance Guarantees c. Utility Jurisdictions /Right of Way Permits d. Availability (acreage) Fees BOARD OF PUBLIC WORKS AND SAFETY 51. A schedule for Board of Public Works and Safety meeting dates and agenda deadlines will be sent electronically for your use upon request. Please use the Engineering Department deadlines for submissions to the Board. 52. 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). 53. Water Availability and Sanitary Sewer approval from the Board will be required. This is an EDU approval based upon the proposed use of the site. Reference Items #33 to #35 below for additional details /explanations. Please note that if an entryway or other irrigation system is planned for this development, additional Water Availability Approval from the Board will be required and additional Water Connection Fees will be assessed based upon the size and usage of the system as determined by the Director of Carmel Utilities. 54. Commercial Curb Cut Approval. Please provide 81/2 x 11 exhibits with the request for approval. Provide all pertinent information including lane widths, overall width, radii, lane markings, location of opposing drives or streets, relationship to the location of previous curb cut, etc. 55. Temporary Construction Entrance Approval. It appears the construction entrance is planned at the location of a permanent curb cut. Therefore Board approval is not required. 56. 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. 57. 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. 58. Dedication of right -of -way if not platted. This is based upon the City of Cannel 20 -Year Thoroughfare Plan requirements. Dedication documents are available upon request. Please be advised that all Right -of -Way Dedications must be accompanied by a Sales Disclosure Agreement completed by the owner for the property being dedicated to the City. The dedication document cannot be recorded without a completed Sales Disclosure. The form is available upon request. 59. Any open pavement cuts of City right -of -way will require Carmel Board of Public Works and Safety approval. BONDING REQUIREMENTS 60 Please contact Mr. Dave Barnes to review performance guarantee requirements. Please contact Mr. John Duffy to review water and sanitary sewer bonding requirements. 61. 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 Mr. Andy Taylor November 30,2012 RE: The Bridges Commercial Amenity Use Block— Phase 1 Page 5 of 6 provided by the design engineer. Please provide detailed Engineer's Estimates for each improvement including quantities, unit costs, pipe sizes, and materials, etc. 62. Upon completion and release of individual Performance Guarantees, a three -year Maintenance Guarantee will be required (see Street Sign comments above). The Maintenance Guarantee amount is based upon 15% of the Performance amount for Sheets and Curbs and 10% of the Performance amount for all other improvements. 63. Performance Guarantees maybe Performance or Subdivision Bonds or Irrevocable Letters of Credit. 64. Please reference the available enclosures for more detailed explanation of our procedures. RIGHT OF WAY PERMIT AND BONDING 65. Any work in the dedicated right -of -way will require an approved Right -of -Way Permit and a License & Permit Bond. 66. The bond amount is determined by our Right -of -Way Manager.. However, if the work is included in the scope of work of a required and posted Performance Guarantee. the Performance Guarantee may he used to satisfy the bond requirements of the Right -of -Way Permit. 67. Please contact our Right- of-Way Manager, Fred Glaser, to arrange right-of-way permitting and bonding. AVAILABILITY AND CONNECTION FEES 68. We defer to Cannel Utilities regarding this issue. 69. If an entryway or overall site irrigation system is planned for this development, additional Water Connection Fees will be assessed based upon the size and usage of the system and upon the recommendations of the Director of Carmel Utilities. 70. These fees are required to be paid prior to final approval of construction plans by Engineering and prior to issuance of building permits by Building Codes Services. Please confirm these fees and calculations with Carmel Utilities. If you have questions, please contact me at 571 -2441. Sincerely, Assista eer Department of Engineering cc: Angelina Conn, Department of Community Services Rachel Boone, Department of Community Services Mr. Andy Taylor November 30, 2012 RE: The Bridges Commercial Amenity Use Block— Phase I Page 6 of 6 John Duffy, Cannel Utilities Paul Pace, Carmel Utilities Paul Arnone, Carmel Utilities Greg Hayes, Hamilton County Surveyor's Office Greg Ilko, Crossroad Engineers, PC issvrapps \user data \z:AsharedADevelopment ReviewsVPROJREV12 \The Bridges Commercial Amenity Use Block — Phase 1 Taylor, Andy From: Mindham, Daren [dmindham @carmel.in.gov] Sent: Wednesday, October 31, 2012 11:25 AM To: Taylor, Andy Cc: 'Jon Dobosiewicz'; 'Charlie Frankenberger; egershman @gershmanbrowncrowley.com; Fetahagic, Alen; Conn, Angelina V Subject: The Bridges - Commercial Amenity Block - Phase I Andy, The following email represents comments for this project specifically addressing the area of landscaping. I have reviewed the drawings and offer the following comments: URBAN FORESTRY REVIEW COMMENTS 1) On sheet LS100, the perimeter landscape bufferyard along 116th St does not have adequate landscaping per Sec 7.6.B. 2) On sheet LS100, please add street trees along 116th St. as required by Sec.7.4. 3) On sheet LS100, the landscaping around any transformer boxes should be 10' from the box per normal power company requirements. 4) On sheet LS100, the foundation planting area is not 5' on the eastern retail store's east side per Sec. 7.5B. 5) On sheet LS100, the tree on the SE corner of the foundation /parking plantings for the CVS does not have 200 sq. ft. of useable soil. 6) On sheet LS100, it is hard to distinguish the site legend keys. Could the Vacated R/W and the proposed landscape setback lines be more distinctive? 7) On sheet LS100, along Springmill Rd there is a note for a 4' wooden fence. Is there a fence going in or is this wrong? Please illustrate how these comments will be addressed by letter or revised plan. If you have any questions, feel free to contact me. Thanks. Sincerely, Daren Mindham Urban Forester City of Carmel Department of Community Services One Civic Square Carmel, Indiana 46032 From: Taylor, Andy [ mailto :ATaylor @structurepoint.com] Sent: Tuesday, October 23, 2012 10:13 AM To: Conn, Angelina V; Donahue -Wold, Alexia K; Mindham, Daren; Littlejohn, David W; Lux, Pamela K; Duncan, Gary R; Foley, Amanda J; Redden, Nick; Barnes, David R; david.lucas @hamiltoncounty.in.gov; Hohlt, William G; Blanchard, Jim E; Duffy, John M; Krueskamp, Theresa A; shirley.hunter @duke - energy.com; rfarrand @ccs.k12.in.us; sk4986 @att.com Cc: Fetahagic, Alen Subject: The Bridges - Commercial Amenity Block - Phase I City of Carmel TAC Digital Submittal 1 All: The plans and drainage report can be found in digital format at our ftp site for the TAC submittal for The Bridges — Commercial Amenity Block - Phase 1 project located at 116th Street and Springmill Road in Carmel, IN. Click on the link below and enter the user information to view and save the files. Username: ftpuser Password: ftppassword ftp: / /ftp.structurepoint.com/ The% 20Bridges% 20-% 20Commercial %20Amenity %20BIock %20- %20Phase %201/ Please let me know if there is any trouble with the files. Thanks, Andy Andrew R. Taylor, El, CFM, LEED AP Design Engineer - Civil /Site Department 7260 Shadeland Station, Indianapolis, IN 46256 T 317.547.5580 E ataylor @structurepoint.com F 317.543.0270 W www.structurepoint.com o++ =� cxv TR UOTOREPOI NT arc. Follow us on in Voted "Best Place to Work" 2009 -2011 DISCLAIMER: This message contains confidential information and is intended only for the individual named. If you are not the named addressee, you should not disseminate, distribute, utilize, or copy this e-mail. Please notify the sender immediately by e-mail if you have received this e-mail by mistake, and delete this e-mail from your system. No design changes or decisions made by e-mail shall be considered part of the contract documents unless otherwise specified, and all design changes and /or decisions made by e-mail must be submitted as an RFI or a submittal unless otherwise specified. All designs, plans, specifications and other contract documents (including all electronic files) prepared by American Structurepoint shall remain the property of American Structurepoint, and American Structurepoint retains all rights thereto, including but not limited to copyright, statutory and common -law rights thereto, unless otherwise specified by contract. E -mail transmission cannot be guaranteed to be secure or error -free as information could be intercepted, corrupted, lost, destroyed, arrive late or incomplete, or contain viruses. The sender therefore does not accept liability for any errors or omissions in the contents of this message which arise as a result of e -mail transmission. If verification is required, please request a hard -copy version. American Structurepoint, Inc., 7260 Shadeland Station, Indianapolis, IN 46256, USA, http: / /www.structurepoint.com/ http : / /www.emaildisclaimers.com / 2 November 19, 20122 Mr. Andy Taylor Structurepoint, Inc. 7260 Shadeland Station Indianapolis, IN 46256 JAMES BRAINARD, MAYOR EL RE: The Bridges Phase 1- Project Review #I Dear Mr. Taylor: The City received your development plans on October 23, 2012. We offer the following comments: GENERAL INFORMATION These comments represent the Department of Engineering's first review of the development plans for this project. 2. We request that all responses to our comments be provided in writing and be accompanied by a drawing reflecting the requested revisions. Failure to provide written responses may result in the delay of the review process. 3. 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 provide revised plans including all revisions. Please notify us of any changes and specifically state any changes, including changes resulting from Plan Commission, BZA or other committee meetings. 4. We have engaged Crossroad Engineers, PC to review all drainage plans and drainage calculations submitted to this office for review. ]f you have not already done so, please provide a set of drainage plans and calculations to their office for review. We will share Crossroad's comments as they are received. 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. SWPPP is approved. f, All fees are paid. 6. The Department reserves the right to provide additional comments based upon subsequent reviews. 7. An approved Storm Water Management Permit is required prior to commencing any earth disturbing activity. Please contact Mr. John Thomas regarding storm water quality requirements. 8. An approved right -of -way permit is required prior to commencing any work in the public right -of -way and for construction equipment access from the City's right -of -way. 9. If it will be necessary to relocate existing utilities, the costs for such relocation shall be borne solely by the developer. Any utility poles requiring relocation shall be relocated to within one foot of the outside edge of the proposed right -of -way. I0. 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 tiles must be submitted to DEPARTMENT OF ENGINEERING ONE CIVIC SQUARE, CARMEL, IN 46032 OFFICE 317.571.2441 FAx 317.571.2439 EMAIL engineeringrgc.3rrneLin.gov Mr. Andy Taylor November 19, 2012 RE: The Bridges Phase I- Project Review #I Page 2 of 4 the Department of Engineering prior to the approval of the construction plans. Please contact the City GIS Department for the requirements. 1L Jurisdictions: a. The project site is located within current City of Carmel Corporate Limits. b. Perimeter Street and Right -of -Way — City of Carmel (Illinois Street, Spring Mill Road, 116th Street) c. Water — City of Carmel Utilities d. Sanitary Sewers — City of Cannel Utilities e. Storm Sewers /Drainage — City of Carmel. f. Legal Drains — Hamilton County Surveyor's Office. 12. Drawings submitted for approval: a. The design engineer must certify all drawings submitted for final approval. b. This office will require 9 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 3 sets, one of which must be maintained on the construction site at all times. If this project is subject to review and approval by the Hamilton County Surveyor's Office, a total of 11 sets will be required for final approval. 13. Carmel Utilities will provide separate reviews of this project for water issues. Please assure that copies of all drawings are sent to: Paul Pace Paul Arnone Carmel Utilities Distribution Carmel Utilities Collection 3450 West 131` Street 901 North Range Line Road Westfield, IN 46074 Carmel, IN 46032 14. Carmel Utilities subscribes to "Holey Maley" who should be contacted directly for all water main locations. 15. The following items will be sent electronically upon request regarding this correspondence and project: a. Project Approval Checklist b. Performance /Maintenance Guarantees c. Utility Jurisdictions /Right of Way Permits d. Availability (acreage) Fees BOARD OF PUBLIC WORKS AND SAFETY 16. A schedule for Board of Public Works and Safety meeting dates and agenda deadlines will be sent electronically for your use upon request. Please use the Engineering Department deadlines for submissions to the Board. 17. 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). 18. Water Availability and Sanitary Sewer approval from the Board will be required. This is an EDU approval based upon the proposed use of the site. Reference Items #33 to #35 below for additional details /explanations. Please note that if an entryway or other irrigation system is planned for this development, additional Water Availability Approval from the Board will be required and additional Water Connection Fees will be assessed based upon the size and usage of the system as determined by the Director of Carmel Utilities. 19. Commercial Curb Cut Approval. Please provide 8/2 x 11 exhibits with the request for approval. Provide all pertinent information including lane widths, overall width, radii, lane markings, location of opposing drives or streets, relationship to the location of previous curb cut, etc. 20. Temporary Construction Entrance Approval. Mr. Andy Taylor November 19, 2012 RE: The Bridges Phase 1- Project Review #1 Page 3 of 4 21. 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. 22. 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. 23. Dedication of right -of -way if not platted. This is based upon the City of Carmel 20 -Year Thoroughfare Plan requirements. Dedication documents are available upon request. Please be advised that all Right -of -Way Dedications must be accompanied by a Sales Disclosure Agreement completed by the owner for the property being dedicated to the City. The dedication document cannot be recorded without a completed Sales Disclosure. The form is available upon request. 24. Any open pavement cuts of City right -of -way will require Carmel Board of Public Works and Safety approval. BONDING REQUIREMENTS 25. Please contact Mr. Dave Barnes to review performance guarantee requirements. Please contact Mr. John Duffy to review water and sanitary sewer bonding requirements. 26. 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. 27. Upon completion and release of individual Performance Guarantees, a three -year Maintenance Guarantee will be required (see Street Sign comments above). The Maintenance Guarantee amount is based upon 15% of the Performance amount for Streets and Curbs and 10% of the Performance amount for all other improvements. 28. Performance Guarantees may be Performance or Subdivision Bonds or Irrevocable Letters of Credit. 29. Please reference the available enclosures for more detailed explanation of our procedures. RIGHT OF WAY PERMIT AND BONDING 30. Any work in the dedicated right- of-way will require an approved Right -of -Way Permit and a License & Permit Bond. 31. The bond amount is determined by our Right - of-Way Manager. However, if the work is included in the scope of work of a required and posted Performance Guarantee, the Performance Guarantee may be used to satisfy the bond requirements of the Right -of -Way Permit. 32. Please contact our Right -of -Way Manager, Fred Glaser, to arrange right -of -way permitting and bonding. AVAILABILITY AND CONNECTION FEES 33. We defer to Carmel Utilities regarding this issue. 34. If an entryway or overall site irrigation system is planned for this development, additional Water Connection Fees will be assessed based upon the size and usage of the system and upon the recommendations of the Director of Carmel Utilities. 35. These fees are required to be paid prior to final approval of construction plans by Engineering and prior to issuance of building permits by Building Codes Services. Please confirm these fees and calculations with Cannel Utilities. Mr. Andy Taylor November 19, 2012 RE: The Bridges Phase I- Project Review #1 Page 4 of 4 CONSTRUCTION DRAWING REVIEW COMMENTS 36. General Comments a. This project is subject to the City's Storm Water Management and Storm Water Quality Ordinances. b. Please add the following note to the drawings: "IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED RIGHT -OF- WAY." 37. All swales on site must have subsurface pipe installed. Pipe to conform to requirements of Storm Water Technical Standards Manual and shall be double wall, Hancor HI -Q pipe or equivalent. 38. Please omit Sheets LS100- LSI01, Landscape Plan; and Sheet LTIOO, Sit Lighting from construction sets to be submitted for review by this department. The Department of Engineering does not have approval authority over landscape plans or photometric plans. 39. Will this development be platted? 40. Sheet C001 — Title Sheet. a. Please remove the titles for the Landscape Plan, Landscape Details, and Site Lighting from the Sheet Index. If you have questions, please contact me at 571 -2441. Sincerely, Nicholas J. Redden, P.E Plan Review Coordinator Department of Engineering cc: Angelina Conn, Department of Community Services John Duffy, Carmel Utilities Paul Pace, Carmel Utilities Paul Arnone, Carmel Utilities Greg Hoyes, Hamilton County Surveyor's Office Greg llko, Crossroad Engineers, PC issvrappsluser datalz:Isihared \DHILLIPROJREV t 21ROBERTSCAMERAPROVATOLDMERIDIANREV# 1 City of Carmel (NEIAN?/ DEPARTMENT OF COMMUNITY SERVICES November 19, 2012 Mr. Andy Taylor American Structurepoint Inc 7260 Shadeland Station Indianapolis, IN 46256 RE: The Bridges PUD — Commercial Amenity Use Block, Phase 1 Dear Mr. Taylor: The following letter represents comments for this project specifically addressing the area of alternative transportation. I have reviewed the project submitted for the November 21, 2012 Technical Advisory Committee meeting, and offer the following comments: Alternative Transportation Review and Comments 1) Section 10.3 A of The Bridges PUD states bicycle parking will comply with the City of Carmel's Parking Ordinance. The City's Bicycle Parking Ordinance requires bicycle parking to be within fifty (50) feet of the main entrance. Please revise the plans to comply with this requirement and review the City of Carmel's Parking Ordinance in order to construction details for the required bicycle parking. 2) Section 11.2 of The Bridges PUD requires sidewalks on both sides of all interior streets. Please revise the plans to show sidewalk on both sides of the north south interior street that runs through the middle of this section. 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. ONE CIVIC SQUARE Page 1 CARMEL, INDIANA 46032 317/571 -2417 City of Carmel (NDIA0 DEPARTMENT OF COMMUNITY SERVICES 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 Page 2 CARMEL, INDIANA 46032 317/571 -2417 Clay Township Regional Waste District www.ctrwd.org Phone (317) 844 -9200 Fax (317) 844 -9203 November 14, 2012 Mr. Alen Fetahagic American Structurepoint, Inc. 7260 Shadeland Station Indianapolis, IN 46256 RE: The Bridges Commercial Amenity Use Block — Phase 1 Dear Mr. Fetahagic, The District has reviewed your submittal and we offer the following comments: 1. Are the sewers going to be public or private? If they are private is their going to be a single management company for The Bridges Development that will be performing maintenance? If they are public dedication will be necessary which will include easements. Due to the other lots not being platted at this time any sewer that extends beyond the Retail and CVS parcel will need to be shown in an easement. 2. CTRWD asks that a more extensive master plan be reviewed for sewering this development as to minimize the number of cores into manholes. CTRWD would like to see sewers extended from the south and installed with the road improvements stubbing under the roadway for future developments. 3. Please show core .20' higher than exit invert through benchwall and install a prefabricated drop manhole at next upstream manhole if depth is not needed. Internal drops are not allowed to be installed and post construction of external drops on existing manholes are not preferred due to constructability issues. 4. Angle into manhole is not acceptable as 90 degree is a minimum angle allowed from outgoing invert. 5. Please show appropriate manhole prefixes on all existing manholes. These can be found on our web site at www.ctrwd.org under Engineering on our GIS map 6. Please modify new manhole prefixes as MH- BRI101, MH- BRI102, etc. 10701 College Avenue, Suite A., Indianapolis, Indiana 46280 -1098 7. Please do not install stub out of MH #100 as this structure can be cored upon future development. 8. If there is a possibility for a restaurant to be installed at the retail location a 1,000 gal interceptor will be required with two laterals exiting the building one for FOG and one for waste. 9. Water Feature will not be allowed to discharge to CTRWD and should be directed to the storm sewer. If there is a concern that the chlorination of the water is such that it cannot be discharged to the storm sewer, dechlorination techniques shall be implemented prior to cleaning, which will alleviate this concern. CTRWD asks that the lateral shown extending to this feature be removed. 10. Please call out saddle tap to existing main for CVS lateral. 11. Please include all necessary sanitary sewer notes and details. These can also be found at www.ctrwd.org under engineering. 12. Please include in next submittal a sanitary sewer application and a copy of your IDEM packet. Please contact me at 844 -9200 if you have any questions. Sincerely, V it IL--_, Ryan C. Hartman District Engineer ryan.hartman@ctrwd.org CC: File, Andy Taylor November 6, 2012 1st Submittal Mr. Alen Fetahagic, PE American Structurepoint, Inc. 7260 Shadeland Station Indianapolis, IN 46256 RE: The Bridges — Commercial Amenity Use Block — Phase I 116th Street and Springmill Road Technical Advisory Committee Engineering Review for Development Drainage Designs Dear Mr. Fetahagic: The stormwater review of the proposed construction plans and drainage calculations for the above referenced project has been completed. The submittal is in need of additional information in order to be in compliance with the City of Carmel Stormwater Technical Standards Manual (the manual). Please revise the plans in accordance with the comments below. 1. Per Article 7, Section 6 -181 of the Carmel City Code, this project is subject to a stormwater management permit and the requirements of the City of Carmel Stormwater Technical Standards Manual. As required by the manual, the project shall include the design of a stormwater management facility which restricts the release of stormwater discharge from the site to acceptable rates. It is indicated within the Drainage Computations Summary that the project will be utilizing drainage infrastructure that was permitted through The Bridges — Mass Grading project; however, there has been no drainage approval / permit issued by either the City of Carmel Engineering Department or our office for The Bridges — Mass Grading project. Therefore, please revise the construction plans and calculations to provide an acceptable on -site detention facility for the current project, or submit the design and calculations for an off -site detention facility which meets the ordinance requirements. 2. Please revise Sheet C001, Title Sheet, to update the Docket # that is indicated. 3. Per Section 102.02.ii and iv, please revise Sheet C100, Development Plan, to include parcel ownership information, recording information, bearings and distances for all property lines, point of beginning, etc., or provide an overall topographic survey sheet that includes this information for the entire parcel. 4. Per Section 102.02.v., please revise Sheet C101 -C102, Existing Topography / Demolition Plan, to include the following information: a. All elevations shall be given in North American Vertical Datum of 1988 (NAVD). The horizontal datum of topographic map shall be based on Indiana State Plane Coordinates, NAD83. The vertical datum noted on the plans indicates a '29 datum and there is no horizontal datum indicated. Please review and revise accordingly. d. One hundred (100) year floodplains, floodway fringes, and floodways, established or identified in accordance with the City of Carmel Flood Hazard Area Ordinance. Please note if none exist. e. Identification and delineation of vegetative cover such as grass, weeds, brush, and trees on the project site. The Bridges — Commercial Amenity Use Block American Structurepoint November 6, 2012 Page 1 of 3 f. Location of all storm, sanitary, combined sewer, and septic tank systems and outfalls with all top of casting elevations, invert elevations, pipe sizes, and pipe material indicated. Existing structure and pipe information shall be as -built information and not design information. (There are multiple text boxes containing the information that is cut -off by the top of the page, notably for the storm sewer for 116th Street. Please revise the viewport / page setup, so that all required information is visible.) g. Land use of all adjacent properties. 5. Per Section 102.02.vi, please revise Sheet C300, Utility Plan, to label the pipe size and material of the proposed sanitary sewer pipe from Sanitary MH #100 to #101 to Ex. Str. 6. Per Section 102.02.vii., please include Storm Sewer Plan and Profiles with all of the required information. 7. Per Section 102.02.xi., please revise Sheets C400 -C401, Grading Plan, to include the following information: a. (See comment #4.f) Please revise the viewport / page setup so that all existing storm sewer facility information is visible. f. Proposed topographic contour information at one -foot contour interval based on NAVD 1988. (The proposed contours should be shown on Sheets C400- C402.) g. Indicate the 100 -year overflow paths and ponding areas, to be shown as hatched areas. I. Provide the typical cross - section of the proposed "temporary" swales carried to a point above the 100 -year flood elevation, and indicate the calculated 100 -year elevation for each swale. o. Indicate the flood protection grade for each building. p. Definition of minimum flood protection grade in accordance with this manual. 8. Per Section 102.03.i.a, please revise the Drainage Computations Summary to include all required pre - developed calculations and information. 9. Per Section 102.03.i.b, please revise the Drainage Computations Summary to include all required post - developed calculations and information. 10. Per Section 102.03.d, please revise the Drainage Computations Summary to include the following information: i. Revise the Proposed Storm Sewer Drainage Area Map (SSDA) to include the calculated basin runoff coefficients for each drainage basin. xiv. Hydraulic grade line calculations. 11. Per Section 104.02, the buildings lowest entry elevation that is adjacent to and facing a road shall be a minimum of 15 inches above the road elevation. This requirement should be satisfied for both buildings, and for any road frontage that the buildings are facing. Please review and revise accordingly. 12. Per Section 303.05, minimum swale slopes shall be 1.0 %; however, the "temporary" swales are designed to be at 0.30% as indicated on the plans. Please revise the slopes in accordance with Section 303.05. Any waiver request for this design standard shall be submitted directly to the City of Carmel Engineering Department. The Bridges — Commercial Amenity Use Block American Structurepoint November 6, 2012 Page 2 of 3 13. Per Section 104.01.1, all swales shall be installed with a subsurface drain. Please verify that the typical detail that is to be provided for the proposed "temporary" swales indicates that a subsurface drain is to be installed. Also, please note that the swale underdrains need to have positive outlets. 14. Please provide capacity and velocity calculations on the proposed "temporary" swales. 15. Per Section 303.07, please indicate on the plans the ponding / overflow path throughout the development resulting from a 100 -year storm event, calculated based on all contributing drainage areas, on -site and off -site, in proposed conditions with the storm sewer system assumed to be completely plugged /blocked. Calculations should be provided to verify that the MFPG /MLAG elevations to be indicated on the plans are a minimum 1 foot above the resulting highest overflow /ponding elevations throughout the development. 16. In addition to the pipe sizing calculations included in the drainage report, please provide pipe sizing calculations for the roof drain trunk line that is being proposed. 17. Please review the 853.50 spot grade elevation that is noted on Sheet C400 southeast of Sanitary MH #101. It appears that stormwater is being discharged off -site from the proposed pavement in this area. Please review and revise as necessary. Please include with your submittal, one (1) copy of the comments indicating the action taken or a written explanation for action not taken. Construction plans and drainage calculations are not to be re- submitted without implementing changes with respect to any and all review comments from the City of Carmel and the Hamilton County Surveyor's Office. The comments and plans may be submitted to my attention at the following address: CrossRoad Engineers, P.C. 3417 South Sherman Drive. Beech Grove, IN 46107 Please contact me at (317) 780 -1555 ext. 140 with any questions. Sincerely, CrossRoad engineers, P.C. William Hall, P.E. Project Engineer ..z- copy: Gary Duncan, City of Carmel Assistant Engineer Greg Hoyes, Hamilton County Surveyors Office John Thomas, City of Carmel MS4 Operator Amanda Foley, City of Carmel Engineering Department Gregory Ilko, CrossRoad Engineers, P.C. Andrew Taylor, American Structurepoint, Inc. File The Bridges — Commercial Amenity Use Block American Structurepoint November 6, 2012 Page 3 of 3 Taylor, Andy From: Ron Farrand [RFarrand @ccs.kl2.in.us] Sent: Friday, October 26, 2012 11:09 AM To: Taylor, Andy Cc: Aconn @carmel.in.gov Subject: RE: The Bridges - Commercial Amenity Block - Phase I City of Carmel TAC Digital Submittal Thank -you. I have no comments. Ron Farrand Director, Facilities and Transportation Carmel Clay Schools 317 - 815 -3962 Confidentiality Notice: This e-mail message, including any attachments, is for the sole use of the intended recipient(s) and may contain confidential and privileged information. Any unauthorized review, use, disclosure or distribution is prohibited. If you are not the intended recipient, please contact the sender by reply e-mail and destroy all copies of the original message. From: Taylor, Andy [ mailto :ATaylor @structurepoint.com] Sent: Thursday, October 25, 2012 2:49 PM To: Ron Farrand Subject: RE: The Bridges - Commercial Amenity Block - Phase I City of Carmel TAC Digital Submittal See the attached site plans. Thanks, Andy Andrew R. Taylor, El, CFM, LEED AP Design Engineer - Civil /Site Department 7260 Shadeland Station, Indianapolis, IN 46256 T 317.547.5580 E ataylor @structurepoint.com F 317.543.0270 W www.structurepoint.com • r .e: cxv • El STRUCTUREPOINT • Follow us on 11 Voted "Best Place to Work" 2009 -2011 1 From: Ron Farrand [mailto:RFarrand @ccs.k12.in.us] Sent: Tuesday, October 23, 2012 10:22 AM To: Taylor, Andy Subject: RE: The Bridges - Commercial Amenity Block - Phase I City of Carmel TAC Digital Submittal We are not able to access FTP sites through our network. This does not appear to be anything that would generate comments relative to school transportation but if you could send a site plan via PDF I could verify. Ron Farrand Director, Facilities and Transportation Carmel Clay Schools 317 - 815 -3962 Confidentiality Notice: This e-mail message, including any attachments, is for the sole use of the intended recipient(s) and may contain confidential and privileged information. Any unauthorized review, use, disclosure or distribution is prohibited. If you are not the intended recipient, please contact the sender by reply e-mail and destroy all copies of the original message. From: Taylor, Andy [ mailto :ATaylor @structurepoint.com] Sent: Tuesday, October 23, 2012 10:13 AM To: aconn @carmel.in.gov; awold @carmel.in.gov; dmindham @carmel.in.gov; dlittlejohn @carmel.in.gov; plux @carmel.in.gov; Duncan, Gary R; afoley @carmel.in.gov; nredden @carmel.in.gov; dbarnes @carmel.in.gov; david.lucas @hamiltoncounty.in.gov; whohlt @carmel.in.gov; jblanchard @carmel.in.gov; jduffy @carmel.in.gov; tkrueskamp @carmel.in.gov; shirley.hunter @duke- enerqy.com; Ron Farrand; sk4986 @att.com Cc: Fetahagic, Alen Subject: The Bridges - Commercial Amenity Block - Phase I City of Carmel TAC Digital Submittal All: The plans and drainage report can be found in digital format at our ftp site for the TAC submittal for The Bridges — Commercial Amenity Block - Phase 1 project located at 116th Street and Springmill Road in Carmel, IN. Click on the link below and enter the user information to view and save the files. Username: ftpuser Password: ftppassword ftp: / /ftp.structurepoint.com/ The% 20Bridges% 20-% 20Commercial %20Amenity %20BIock %20- %20Phase %201/ Please let me know if there is any trouble with the files. Thanks, Andy Andrew R. Taylor, El, CFM, LEED AP Design Engineer - Civil /Site Department 7260 Shadeland Station, Indianapolis, IN 46256 T 317.547.5580 E ataylor @structurepoint.com 2 F 317.543.0270 W www.structurepoint.com • r O TR UO �M =� cxv TOREPOI NT ■ Follow us on in Voted "Best Place to Work" 2009 -2011 DISCLAIMER: This message contains confidential information and is intended only for the individual named. If you are not the named addressee, you should not disseminate, distribute, utilize, or copy this e-mail. Please notify the sender immediately by e-mail if you have received this e-mail by mistake, and delete this e-mail from your system. No design changes or decisions made by e- mail shall be considered part of the contract documents unless otherwise specified, and all design changes and /or decisions made by e-mail must be submitted as an RFI or a submittal unless otherwise specified. All designs, plans, specifications and other contract documents (including all electronic files) prepared by American Structurepoint shall remain the property of American Structurepoint, and American Structurepoint retains all rights thereto, including but not limited to copyright, statutory and common -law rights thereto, unless otherwise specified by contract. E -mail transmission cannot be guaranteed to be secure or error -free as information could be intercepted, corrupted, lost, destroyed, arrive late or incomplete, or contain viruses. The sender therefore does not accept liability for any errors or omissions in the contents of this message which arise as a result of e-mail transmission. If verification is required, please request a hard -copy version. American Structurepoint, Inc., 7260 Shadeland Station, Indianapolis, IN 46256, USA, http: / /www.structurepoint.com/ http : / /www.emaildisclaimers.com /