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HomeMy WebLinkAboutCorrespondence , . 7172 Graham Road Indianapolis, IN 46250 317 -842-6777 FAX: 317-841-4798 www.cripe.biz <#>(~~~O ~v ~~:: ~ ~' . (j ~~ TRANSMITTAL I Date: 10/14/05 I PIC Job #: 040427-20001 To: Angie Conn, Planning Administrator Carmel Department of Community Services One Civic Square Carmel, IN 46032 Phone: (317) 571-2417 Fax: (317) 571-2426 Re: Carmel Clay Schools - Carmel Soccer Fields at River Road We are sending you the following items via: 1 HOUR COURIER Shop Drawings Copy of Letter X Prints Change Order Plans X Attached Samples Report Specifications Other Copies Date 4 2 2 2 Description SHEET C200 (Original Submittal & Revised Sheet) Location I Zoning Map Information Special Use Applications Certified copies of Adjacent Land Owners from Hamilton County Auditor's Off. 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 X As Requested Not Approved Reviewed for Compliance Signature Requested Resubmit Corrected Prints For Review and Comment Remarks: Please review these documents for the November 28, 2005 BZA Hearing Officer. If you require additional information, please don't hesitate to contact me. Thanks! 1 c: George Zboyovsky, PE .1 Transmittal Only: Signed: Danielle Pearson ~.. I Notice: The drawing/computer files listed above are the property of Paull. Cripe, Inc. and are transmitted for reproduction use only. Any modification or reuse of the documents without written permission from Paull. Cripe, Inc. 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 Paul I. Cripe, Inc., by their use agrees to indemnify and hold harmless Paul I. Cripe, Inc. from any loss, including, but not limited to attorney's fees occurring from their use. O:\2004\040427\20001\DOCS\ENG\PERMITS\BZA\BZA TRANS101405.DOC ~a~'O~ (jJ (A;~. t>i'L IS~OOl .~~t\ .' \\\'\V"- e ~":"'.(a ~htZ ~l""S6'e:czy."h'eJcJ s: e 051000\\ 'SUA,. r; EL September 1, 2005 J~Au\1ES BRAINARD, ~1AYOR 'DOCS George Zboyovsky, P .E. Senior Project Ivlanager Paull. Cripe, Inc. 71 72 Graham Road Indianapolis, Indiana 46250 RE: Carmel Clay Schools, Carmel Soccer Fields at River Road-Project Review #2 Dear Mr. Zboyovsky: We have reviewed the construction plans submitted for this project. We offer the following comments: 1. Please indicate right-of-\vay for the proposed hammer-head. The right-of-\vay shall match the right-of-way width of the connecting street. 2. The curb return radii at the entrances shall be a minimum of 30-feet. 3. Please indicate additional right-of-way and a comer cut per the Hamilton County High\vay standards at the southeast comer of the project. 4. Is curbing indicated for all interior areas? 5. The left turn area for the southern access shall be aligned \vith the left turn area for northbound traffic on :rv1edalist Park\vay. The maximum width of the entrance at the throat shall be 36-feet curb face to curb face. If an island is desired, the island shall be a maximum 10- feet wide, with two 18- foot lanes on either side, resulting in a total curb face to curb face width of 46- feet. If a left turn lane is desired in addition to the median, the turn lane must be located in front of the median island. 6. The dinlensions of the auxiliary lanes at each entrance are incorrect. The acceleration lanes shall be 250-feet in length. The deceleration lanes shall be ISO-foot tapers and 100-foot lanes. The widths of the auxiliary lanes shall be measured from the edge of the IS-foot travel lane. 7. The Department requests that the existing roadv/ay be widened to provide IS-foot travel lanes on the development side of the street across each frontage. The existing road\vay widths are not sufficient for the increase in traffic volumes expected. The widening \vill enhance public safety. Existing paved or gravel shoulders must be completely removed prior to the \videning \vork. Please add a note to the site plan that all existing pavement shall be saw cut to a clean edge where new pavement (for widening or for auxiliary lanes) is to be installed adjacent to existing pavement. 8. To prolong the life of the existing pavement and to accommodate the increase in traffic expected due to this project, the Department requests milling and resurfacing of the entire existing pavement across each frontage. Please delineate the milling and resurfacing areas with hatching and appropriate reference in the legend on the plans. 9. The asphalt path indicated must be full width with no tapers indicated. 10. The on-site detention ponds must be sized to accommodate the fully developed Thoroughfare Plan right-of-way. Future road projects will discharge to the legal drain and the County mandates this detention. This requirement shall apply regardless of watershed limits. Please provide adequately sized pipes to carry \vater from the street to the proposed outlet. 11. Please provide a striping plan for the striping necessary after the milling and resurfacing. At a minimum the plan must indicate center double yellow, edge and lane striping. The plans must indicate that all striping in the right-of-way shall be thermoplastic. 12. The new pavement \vithin the right-of-\vay for widening, the auxiliary lanes and the portions of the entrances \vithin the limits of the right-of-way, must meet the follo\ving section: 1.5 DEPARTNIENT OF ENGINEERING ONE CMC SQUARE, CARI\lEL, IN 46032 OFFICE 317.571.2441 FAX 317.571.2439 El\tAJL engineering@ci.carmel.in.us e e Mr. George Zboyovsky, P.E. September 1, 2005 Carmel Clay Schools, Carmel Soccer Fields at River Road-Project Review #2 Page 2 of3 inches 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 or match existing, whichever is greater. Please delineate the installation of this section with hatching and appropriate reference in the legend on the plans and add a pavement section to the detail sheets. 13. All paving within the existing and proposed City right-of-way shall conform to the requirements of the Department of Engineering. Please add a note to the drawings that the Contractor shall 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. 14. Please indicate with a keynote City standard curb per Standard Drawing 10-11 within the right-of-way at each entrance. 15. Please indicate with a keynote City standard curb per Standard Drawing 10-11 or Standard Drawing 10-10 (dependent on existing curb) for the proposed hammer-head. 16. A three-foot wide #73 stone shoulder at a minimum depth of six inches is required across the property frontage or to the limits of the auxiliary lanes, whichever is greater. 17. Subsurface drain is required beneath the stone shoulder. The subsurface drain shall be double wall PVC and shall be installed in accordance with Standard Drawing 10-09. 18. Due to the fact that the pedestrian bridges are indicated for installation "by others", the Department assumes that the Plan Commission approval did not require the installation of the pedestrian bridges. The Department would normally require the development project to install these bridges since the path that will be installed as a part of the project will dead end. At a minimum, the Department will expect construction of the bridge approaches of sufficient width to accommodate a future multi-use path with at least a 3-foot shoulder on each side of . the path and at a sufficient height such that the City, if ultimately responsible for the bridge installation, will only need to pour the footings and set the bridge without any other ancillary work. The Department would expect that hydraulic modeling is conducted to establish the span width and height of the bridge and the approaches such that all of the requirements of the Hamilton County Surveyor's Office and the IDNR are satisfied. 19. The County standard rolled curb detail is included on the detail sheets. Where is this to be installed? The City standards apply for all work in existing and proposed right-of-way. 20. For curbing within the right-of-way and for the hanuner-head, curb joints shall be installed in accordance with the following: a. Contraction joints shall be installed at 10-foot maximum ~pacing, 5-foot maximum spacing on radii. b. Expansion joints shall be installed at a maximum of 50-foot intervals and adjacent to inlets and other construction. 21. The county standard street patch detail is included on the detail sheets. Are there any proposed open cuts of City pavement? If so, these cuts require Board of Public Works and Safety approval and must be repaired in accordance with the City Street Cut Patch detail. 22. No ADA ramps are indicated. Please add a Keynote 5 for curb end tapers at the path crossing of the River Road entrance. 23. Please incorporate the Department's cover and backfill standard for all storm sewers and for sanitary and water mains and laterals within the right-of-way into the design and add the specifications to the appropriate plan sheets. These installations shall apply for all installations under City pavement, not solely areas subject to vehicular traffic. 24. The Department would expect that the design of this project to have been completed in accordance with the City of Carmel Digital submission standards. The Department will expect that required submittals be made in accordance with the City of Carmel Digital submission standards for this project. 25. Please confirm that the project was designed in accordance with the City of Carmel Flood Hazard Area Ordinance.