The URL can be used to link to this page

Home My WebLink AboutCorrespondence: Responses to TACDavid J. Stoeppelwerth President, CEO Professlonat Engineer Professional Land Surveyor Curtis C. Huff Vice President, COO Professional Land Surveyor R..M. Stoeppelwerth Founder Professlonat Engineer Professional Land Surveyor 7965 East 108th Street Fishers, Indiana 48038.2505 317 849 5935 Fax: 317 849 5942 www Stoeppelwerth corn STOEPPELWERTH & ASSOCIATES, INC. CONSULTING ENGINEERS • LAND SURVEYORS April 30, 2012 CarmellClay Communications Dept. 31 First Avenue Northwest Carmel, IN 460,32 Attention: William Akers Re: The Meadows at Legacy Dear Mr, Akers: Please find enclosed revised Primary Plats, which were revised in accordance with the comments listed in your email dated March 30, 2012. A construction plan submittal with Secondary Plat for Section 1 will be submitted separately. Those comments were addressed as follows: l As we discussed we have removed the "Private Drive" annotation and have added additional street names for the frontage roads of both The Meadows at Legacy and The Overlook at Legacy, These will now be addressed according to the frontage roads and will no longer be private drives, 2. We have changed Knightstown Drive to Knightstown Way between the Private Drive and James Dean Drive. 3. The spelling for Dickinson has been corrected, Please let me know if you have any further questions or comments. Thank you, STOEPPELWERTH & ASSOCIATES, INC. Y,// Brett A, Huff Cc: Tim Walter Angie Conn BAH1meb S: 155115PLA- MLS11131ue_ BooklAgency _CorrespondencelResponse Akers 4 -20 -12 doe David J Stoeppelwerth President, CEO Professional Engineer Professional Land Surveyor Curtis C. Huff Vice President. COO Professional Lend Surveyor R. M Stoeppelwerth Founder Professional Engineer Professional Land Surveyor 7965 East 106th Street Fishers, Indiana 46038 -2505 317.849 5935 Fax: 317 849 5942 www Stoeppelwerth cam STOEPPELWERTH & ASSOCIATES, INC. CONSULTING ENGINEERS • LAND SURVEYORS April 30, 2012 Carmel Water -- Wastewater Utilities .3450 West 131st Street Cannel, Indiana 46074 Attention: Steve Cook Re: The Meadows at Legacy Dear Mr. Cook: Enclosed please find copies of the Primary Plat which have been revised per your comment letter dated March 26, 2012. The revised Construction Plans for Section 1 will be submitted separately once we have addressed engineering comments. Please find below an item by item explanation of the revisions that we have made: • The 8" valves near Lots 25 and ,31 have been moved to the end of the pipes. These will be shown correctly in the Construction Plans since we only show hydrants on the Primary Plats, We will provide you with revised Construction Plans for Section One once all engineering comments are addressed. Please feel free to call me and discuss any questions or concerns you may have. You may contact me at (317) 570 -4841, Respectfully submitted, STOEPPELWERTH : , ASSOCIATES, INC. Brett A. Huff Cc: Tim Walter Angie Conn BA1•ilmeb 5: 155115PLA- MLS11B1uc_BooklAgency_ Correspondence \ResponscCltmmc[WaterCook 04 -20 -12 docx David J. Stoeppelwerth President, CEO Professional Engineer Professional Land Surveyor Curtis C. Huff Vice President, COO Professional Land Surveyor R.M. Stoeppelwerth Founder Professional Engineer Professional Land Surveyor 7965 East 106th Street Fishers, Indiana 46038 -2505 317.849.5935 Fax: 317.849.5942 www.Stoeppelwerth.com STOEPPELWERTH & ASSOCIATES, INC. CONSULTING ENGINEERS • LAND SURVEYORS April 30, 2012 CrossRoads Engineers, PC 3417 South Sherman Drive Beech Grove, Indiana 46107 Attention: William Hall Re: The Meadows at Legacy Primary Plat Dear Mr. Hall: Please find enclosed one set of Primary Plats which were revised in accordance with the comments listed in your letter dated April 5, 2012. Those comments were addressed as follows: 1. c) We have added the proposed subsurface drains and the connections to the storm sewer system to the plat. d) Some portions of this site lie within a Zone "X ". This note has been revised on the cover sheet and the floodplain boundary is now shown and labeled on the plat as well. e) We have added large arrows to the Primary Plat to show the planned emergency flood routing for this site. The exact MFPG /MLAG elevations will be shown within the secondary submittal and construction plans for each section of development. Also, concerning finish floor elevations, these will vary on each lot in relation to the pad. In most cases the pad elevation is higher than the minimum finished floor. However, in cases where the pad elevation is lower than the minimum finished floor elevation we will note the M.F.F.E. on each lot within the construction plans for each section of development. f) We have revised the plat to accurately show the proposed detention basins along with critical pond elevations, top of bank and spillway elevations. Also noted is the White River BFE elevation in relation to the critical ponding elevation for the eastern detention facility at Structure #423. g) A statement has been added to the cover sheet of the Primary Plat stating that there will be no potential flooding based on the FEMA Base Flood Elevation for this area. CrossRoads Engineers, PC William Hall April 30, 2012 Page 2 of 2 2. i) The Overall Release Rates chart to Outlet 1 in the Drainage Narrative represents that we are providing the required detention per the standard release rates for the western basin with this development. ii) Critical pond, top of bank and proposed spillway elevations are now shown on the primary plat. Detailed calculations will be provided with the drainage report for each section of development. 3. We have revised the cover sheet to reflect the correct Lake #'s. 4. The drainage ditch within Cherry Creek Boulevard along with necessary storm outfall structures to the Meadows at Legacy will be installed prior to the construction of Section 1 and future sections of The Meadows at Legacy. Structures to be installed by others have been showed as subdued. Detailed information including T.C., Invert and pipe information will be shown on the topographical survey within each sections construction plans. The construction plans will be resubmitted to your office once your initial comments and all other secondary comments have been addressed. If you have any questions concerning these revisions, please contact me at (317) 570 -4841. Thank you, STOEPPELWERTH & ASSOCIATES, INC. Brett A. Huff Cc: Tim Walter Gary Duncan Greg Hoyes Nick Redden BAH /meb S:\ 55115PLA- OL1\ Blue_Book\Agency_Correspondence \Response CrossRoadsHall 4- 30- 12.doc David J Stoeppelwerth President. CEO Professional Engineer Professional Land Surveyor Curtis C.. Huff Vice President, COO Professional Land Surveyor Fi M Stoeppelwerth Founder Professional Engineer Professional Land Surveyor 7965 East 106th Street Fishers, Indiana 46038 -2505 317.849 5935 Fax: 317 849 5942 www Stoeppelwerth corn STOEPPELWERTH & ASSOCIATES, INC. CONSULTING ENGINEERS • LAND SURVEYORS April 30, 2012 Hamilton County Surveyor's Office One Hamilton County Square Suite 188 Noblesville, Indiana 46060 Attention: Greg Hoyes Re: The Meadows at Legacy Dear Mr. Hoyes: Please find enclosed revised Primary Plats, which were revised in accordance with the comments listed in your letter dated April 17, 2012. A Construction Plans submittal with further design detail for Section 1 construction will be submitted separately. Those comments were addressed as follows: 1. Noted. We are currently working with John Thomas at Cannel Engineering. 2. Noted. The developer is aware this is in a Wellhead Protection Zone and additional measures are being taken in accordance with the requirements for projects within this Zone. .3. Noted, 4, Thank you for the acknowledgement for the receipt of the Outlet Permit for the Tunis Garrard Drain, 5, Noted. The Master Drainage Plan completed by Williams Creek Consulting is currently being revised and will be resubmitted for final approval soon. Also, the previously Legacy Master Infrastructure Phase 2 plans have been updated and resubmitted for re- approval, Those plans now include the revised Tunis Garrad Detention Basin per Williams Creek Consulting's design. That construction is planned to take place as soon as approval is granted and permits are re- issued as part of Project #1 within those Construction Plans, 6. The current status of the floodplain compensation will be noted in the revised Master Drainage Plan submitted by Williams Creek Consulting. This report will continue to be updated within the drainage reports for future sections of development. 7. As stated previously the large Tunis Garrad Detention Basin is now shown in the revised Legacy Master Infrastructure, Phase 2 plans and will be constructed as soon as permits and approvals are issued, The current ditch that connects the stormwater park area to this large detention basin will remain in place to convey overland stormwater flow Hamilton County Surveyor's Office Greg Hoyes April 30, 2012 Page 2 of 2 until the pavement for Cherry Creek Boulevard is installed east of the round -a -bout, At which time the Twin 30" R.C,P.'s will be installed to maintain connectivity, The legal drains that are exposed in the large detention area will be tied into the drainage design for that area to maintain positive flow and proper outlet. 8, Noted, We have addressed all other agency comments except engineering and will notify you if changes are required after we completely address comments from John Thomas and Gary Duncan at Carmel Engineering, Thank you, STOEPPELWERTH & ASSOCIATES, INC. Brett A. Huff Cc: Tim Walter Angie Conn 13A1-1 /meb S:155i lSPLA -ML.SI \Blue_ BooklAgency Correspandcnce \Response HCSOHoyes 4-20 -12 doe David J. Stoeppelwerth President, CEO Professional Engineer Professional Land Surveyor Curtis C Huff Vice President, COO Professional Land Surveyor R.M. Stoeppelwerth Founder Professional Engineer Professional Land Surveyor 7965 East 106th Street Fishers, Indiana 46038 -2505 317 849 5935 Fax: 317 849 5942 www Stoeppelwerth corn STOEPPELWERTH & ASSOCIATES, INC. CONSULTING ENGINEERS • LAND SURVEYORS April 30, 2012 City of Carmel Department of Community Service One Civic Square, 3rd Floor Carmel, Indiana 460.32 Attention: David Littlejohn Re: The Meadows at Legacy Dear Mr, Littlejohn: Enclosed please find the Primary Plat which has been revised in accordance with the comments listed in your letter dated April 12, 2012, Those comments were addressed as follows: 1. All ramps and crosswalks are to be installed per ADA standards, Details will be provided within the Construction Plans for these areas, If you have any questions regarding these revisions, please feel free to give me a call at (317) 570 4841. Best regards, STOEPPELWERTH & ASSOCIATES, INC Cc: Tim Walter Angie Conn i3AH /meb S :15511 SPCA- MLS11131ue_ Book \Agency_CnrrespondencelResponse DOCSt,ittlejobn04 -20 -12 doc ,<c, .,LGyF''� STOEPPELWERTH & ASSOCIATES INC. �\%...��:� mil`' CONSULTING ENGINEERS • LAND SURVEYORS at 4 April 30, 2012 City of Carmel . Department of Community Service David J. Stoeppelwerth President,CEO One Civic Square Professional Engineer Carmel, Indiana 46032 Professional Land Surveyor j Curtis C. Huff Attention: Daren Mindham Vice President,COO Professional Land Surveyor Re: The Meadows at Legacy R.M.Stoeppelwerth Founder Professional Engineer Dear Mr. Mindham: Professional Land Surveyor Enclosed please find the Primary Plat and Landscape Plans which have been revised in accordance with the comments listed in Y our email dated March 28, 2012. Those comments were addressed as follows: 1. The planting details on sheet C910 have been replaced with the Cannel • standard planting details. 2. The recommended tree list on sheet C910 has been replaced with the Carmel recommended tree list. 3. All references to the Chinese Elm have been removed and replaced with either Japanese Zelkova or a Hybrid Elm off of the Carmel recommended tree list. 4. Thank you for the recommendation. We will consider more native plantings similar to other areas of the Legacy as we complete construction documents for each section. The cover page and Sheet C303 have been revised as necessary. 5. We are currently in compliance with the landscape requirements described in the Legacy PUD. However, we have included additional landscaping along the 6' primary walking path in LCA#6 and LCA#8 as shown on sheets C904 and C905. If you have any questions regarding these revisions, please feel free to give me a call at (317) 570-4841. Best regards, STOEPPELWERTH & ASSOCIATES, INC 7965 East 106th Street I Brett A. Huff Fishers,Indiana 46038-2505 317.849.5935 Cc: Tim Walter Fax:317.849.5942 Angie.Conn www.Stoeppelwerth.com BAH/ 5:\55 115PLA-MLS 1\Blue_Book\Agency_Correspondence\Response DOCSDMindham 4-20-12.doc