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HomeMy WebLinkAboutCorrespondence e e .~ e:~ ,~ ~ "'z \ V" ~\ .z. ~.~ E~ICK TRANSMITTAL ELOPMENT COMPANY, INC. Market St. Suite 200 Telephone iana 46032 Fax 317 -574-3400 317-574-3919 TO: Mr. Matt Griffin Carmel D.O.C.S. One Civic Square Carmel, IN 46032 FROM: Kelly McGinnis DATE: November 2, 2005 PROJECT: Village of WestClay RE: Section 6002 FAX No. BPWS Agenda - Plat TELEPHONE NQ (317) 571-2441 WE ARE SENDING YOU: D Faxed Total pages, including cover sheet D Attached via: D Mail D Fed Ex D UPS D Courier D Pick up ~ Other # Co ies 1 2 1 Date Descri tion M lar of Plat - Section 6002 Pa er Co ies of Plat - Section 6002 Co of Cover Letter to Dick Hill THE ABOVE ARE TRANSMITTED as checked below: ~ For Approval D For review and comment ~ For your use D FOR BIDS DUE ,20_ D As requested D Other: REMARKS: Hand Delivered. To be placed on the next BPWS agenda for approval. COpy TO: If enclosures are not as noted, kindly notify us at once Updated 6/14/04 . ;; ... ',.. e i;;V'>""'i~""'"'' ..{.... '(;f$" .@'...f...3.........c..fiP,...;..:; ~_. .., . ,- " ' '-1-" _If i"'" "<' '0'>,'':>& .. .."'l'..:'...~,Y:.;. . .... '\';~r-,'., . ''It';.CiIiJi.....'.i;;,. w,~ii ,n. " (,:) .,. ',' '.' · ,. "Z' September 20, 2005 CI ~~ ~</~~ ~o~ Mr. Brandon T. Burke, PE The Schneider Corporation . T Ai\1ES BRAINARD MAYOR 12821 East New Market Street, SUlteJImr ' Carmel, IN 46032 . EL RE: Village of "lest Clay, Section 6002-Project Review #2 Dear Mr. Burke: The City has received your comment letter and drawings dated September 1, 2005 based upon the City review of July 12, 2005. The comments from the City review have been satisfactorily addressed with the following exceptions: COMMENTS - CONSTRUCTION PLANS 25. Please indicate widening across the property frontage or to the extents of the auxiliary lanes, whichever is greater for IS-foot travel lanes on the property side of Towne Road. Any new pavement placed in the Towne Road right-of-way for widening shall meet the following section: 1.5 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 this section with hatching on the plans and appropriate reference in the legend. Not required, TOlvne Road is being improved as part of larger project. Did not see where provided on Sheet C302 as noted. City is willing to lvaive this requirement. Adequate lvidening is indicated on 126tb Street. 26. The City typically requires I" milling with 1.5" H.A.C. #11 resurfacing for the entire width of the existing roadway across the property frontage or to the limits of the auxiliary lanes, whichever is greater. Please indicate the milling and resurfacing of Towne Road. Towne Road would then also need to be restriped with thermoplastic striping. Please develop a plan for the restriping. Please add a note to this plan that all striping shall be thermoplastic. Please delineate the milling and resurfacing areas with hatching on the plans and appropriate reference in the legend. It is understood that TOlvne Road is being improved by Brenwick, the City ,vas remiss in not requesting this ~llingand resurfacing o( 126tb Street. ,The City normally requests these improvements across all frontages. 'Vould Brenwick be ,villing 'to consider this for 126th Street across the Section's frontage? The life of the existing pavement will undoubtedly be impacted by the increase in traffic due to the sections west of Towne Road. 30. Please add an Asphalt Path Detail that requires 1 inch HMA #11 surface on 2 inches HMA #8 binder on 5 inches #53 stone. Please revise such that it is #11 surface instead of #1 surface. Based upon additional review, the City provides additional comments: 1. Sheet C801, please revise note with side\valk detail to "ALL TRANSVERSE JOINTS SHALL BE TOOLED OR SAWED TO ~ OF THE WALK THICKNESS." 2. The Department requires that the construction dra\vings 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. 3. Please confirm with Crossroad Engineers that all of the requirements of the drainage review have been satisfied. 4. On the north half of 126th Street, please provide widening of the existing travel lanes which are being widened to 12 feet in each direction across the entire frontage to the existing intersection or to the limits of the Towne Road improvements. 5. Please edit detaill/C302 for the improvements on the south side. DEPARTIvlENT OF ENGINEERING ONE CIVIC SQUARE, CARMEL, IN 46032 OFFICE 317.571.2441 FAX 317.571.2439 El\WL engineering@ci.carmel.in.us e e 4. T.A.C. Review/Drawings submitted for approval: We request that all comments and comment letters generated by this office be answered in writing and be accompanied by a drawing reflecting requested revisions. Final drawings will not be approved for construction until all Engineering Department and Hamilton County Surveyor's Office issues have been resolved. The design engineer must certify all drawings submitted for final approval. Because of the dual jurisdiction between the City of Carmel and the Hamilton County Surveyor, we will require a minimum of eight-sets of drawings for approval after all issues have been resolved. The drawings will be stamped as approved and will be signed by the Carmel City Engineer. The seven-sets will then sent to the Hamilton County Surveyor's Office for approval and signatures. Three sets are to be returned to the City of Carmel, The Hamilton County Surveyor's Office will retain two-sets. The Developer, the Engineer and the Contractor will each receive one-set. 5. Please be advised that any installation of signs, walls, irrigation systems, etc. within dedicated right of way or dedicated easements will require a Consent to Encroach Agreement with the City of Carmel's Board of Public Works and Safety. 6. Carmel Utilities/W ater Distribution should be provided copies of all drawings and revisions for review of water issues. They will provide a separate review regarding these issues. 7. Carmel Utilities subscribes to "Holey Moley" who should be contacted directly for all water main locations. 8. We have submitted copies of the following previously: . Subdivision Project Approval Procedures . Performance Release Procedure . Subdivision Building Permits . Permit Data, Contacts, etc. . Street Sign requirements BONDING REOUIREMENTS 9. Upon initial review, it appears the following bonding requirements will apply to this project: Performance GuaranteeslEngineer's Estimates Individual Performance Guarantees will be required for the following subdivision improvements: . Streets (Base, Binder and Surface. The asphalt surface may not be bonded separately from the stone base and asphalt binder). . Perimeter Streets/Roads (126th Street, Towne Road) Right of Way Improvements if applicable (right of way pavement including accel, decel, passing blisters, widening, stone shoulders, striping, etc.) . Curb & Gutters · Water Mains (Offsite Water Mains may be bonded separately if applicable). . Street Name Signs · Sidewalks/Asphalt Paths. May be bonded separately as follows: Interior - Builder's lot concrete sidewalks within dedicated right of way. Exterior - All other including concrete sidewalks/asphalt paths in dedicated right of way adjacent to common areas or perimeter streets. Note: Storm Sewers/Storm Drainage, Erosion Control and Monuments & Markers bonding is under the jurisdiction of the Hamilton County Surveyor's Office. Sanitary sewers are Clay Township Regional Waste District bonding jurisdiction. 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 orovide detailed Ene:ineers Estimates for each imorovement includine: unit costs.. auantities.. materials and tvoes of materials.. etc. This office is to be orovided with this detailed estimate orior to or in coniunction with submission to the OwnerlDevelooer. Upon completion and release of individual Performance Guarantees, a three- year Maintenance Guarantee will be required. 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. Perform~nce Guarantees may be Performance or Subdivision Bonds or e e Irrevocable Letters of Credit. Please reference the enclosures for more detailed explanation of our procedures. Right of Way Permit and Bonding Any work in the dedicated right of way of 126th Street and/or Towne Road will require a Right of Way Permit. If the work is included in the scope of work of a posted Performance Guarantee, no additional bonding will be required. Ifit is not included, a License & Permit type Right of Way bond will be required in the amount of $2,000.00 per instance of work in the right of way. Any open cut in the pavement of 126th Street or Towne Road will require separate Board of Public Works and Safety approval. 10. We have engaged Crossroad Engineer's to review all drainage plans and drainage calculations submitted to this office for review. We will share these review comments from Crossroad Engineers as they are received. AVAILABILITY AND CONNECTION FEES 11. Water Availability (acreage) Fees must be paid after all other Engineering Department requirements have been satisfied and prior to the start of construction activities. Water A va il ability Fees are based upon total platted acreage for the development at the current rate of $1,010.00 per acre. Based upon the secondary plat's indicated acreage, the following Water Availability Fees would apply: 21.989 Acres @ $1,010.00/Acre = $22,209.00 Water Connection Fees are currently $1,310.00/single-family residence/l.0 EDD. Connection Fees are paid when the infrastructure has been completed, satisfactory test results obtained and the subdivision has been released for building permits. Water Connection Fees are paid on a per-lot basis. · If an irrigation system, swimming pool or clubhouse is planned for this or any future section of the development, additional Water Connection Fees will be assessed based upon the recommendation of the Director of Carmel Utilities. COMMENTS - SECONDARY PLAT 12. The Department recommends a minimum spacing of 500 feet between adjacent intersections/subdivision entrances. As now shown, there are four 126th Street intersections within a distance of only approximately 1,000 feet. The functional boundaries of these intersections overlap and this is not a desirable condition. Please revise such that the minimum 500- foot spacing is achieved. Please show all existing driveways/entrances on both side of 126th Street and Towne Road. COMMENTS - CONSTRUCTION PLANS 13. On Sheet CI0l please show all existing driveways/entrances ori both sides of 126th Street and Towne Road. Please identify the street on the south side of 126th Street opposite Rhett Street. 14. The utilities are shown as existing. When were plans for these approved, who approved the plans, and when were the utilities installed? 15. Any off-site easements necessary for installation of utilities must be secured prior to the Department of Engineering approving the drawings. 16. ADA ramps are required at all locations where the sidewalks or asphalt paths cross the streets. 17. Please indicate and label a 10-foot wide asphalt path along the frontages of 126th Street and Towne Road. 18. Please provide a continuation of the sidewalk along the south side of Halsey Green, Block "W." 19. The Department recommends that the right-of-way of all interior streets be 50 feet and that the pavement width be 30 feet. 20. The horizontal curves on St. Julian Street and Buckland Street have radii of only 50 feet. The minimum required radius is 150 feet. 21. All lots adjacent to side yard easements should be wide enough to accommodate the anticipated house model and any planned driveways such that there is no encroachment into the easements. 22. Please revise construction plans such that a minimum distance of 500 feet is provided between adjacent entrances. INDIANA Corporate Headquarters Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 Phone: 317.826.7100 Toll-Free: 866.973.7100 Fax: 317.826.7200 Lafayette Office 3725 Rome Drive Park 26 Lafayette, IN 47905 Phone: 765.448.6661 Fax: 765.448.6665 Carmel Office 12821 E New Market Street suite 100 Carmel, IN 46032 Phone: 317.569.8112 Fax: 317.826.6410 Avon Office Building 1000 5250 E US Highway 36 suite 250 Avon, IN 46123 Phone: 317.745.9926 Fax: 317.745.9973 Merrlllville Office 9800 Connecticut Drive Suite 81-508 Merrillville, IN 46307 Phone: 219.644.3692 Fax: 219.644.3682 NORTH CAROLINA Charlotte Office 2151 Hawkins Street Suite 201 Charlotte, NC 28203 Phone: 704.333.8360 Fax: 704.333.8362 IOWA ProMap Office 1531 Airport Road Suite 2 Ames, lA 50010 Phone: 515.233.3311 Fax: 515.233.4575 e e The Schneider Corporation 12821 E New Market Street, Suite 100 Carmel, IN 46032-7258 Phone: 317.569.8112 Fax: 317.826.641C July 5, 2005 John Duffy City of Carmel Utilities One Civic Square Carmel, IN 46032 RE: VILLAGE OF WEST CLAY - SECTION 6002 Dear John: please find enclosed one set of the site Construction Plans and Secondary Plat for the above referenced project. We will be presenting this project at the July 20, 2005 meeting of the Carmel Technical Advisory committee. Would you please review the enclosed material and forward to me, any comments or concerns that you may have. _ Also included is the IDEM NOl- Notice of Intent to Construct a Water Main Extension. Please review, fill out appropriate sections, sign, and return to me. I will complete the required signatures and submit to IDEM. If you have any questions or require additional information, please feel free to contact me at your convenience. Sincerely, THE SCHNEIDER CORPORATION <---.... ----- 1 <::---- -:- \ <- '--- ~ .... ~- ------ Brandon T. Burke, P .E. Project Manager Enclosure N :\1238\6002\docs\tacsub07 -OS-OS.doc '1'1'1'1'1''''"1 tt ill T:J .t [:1llitlJ t J(t( t) ...