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Home My WebLink AboutPacket June APR-19-2005 rUE 10:07 AM CITY OF CARMEL FAX NO. 317 571 2439 IIppropriate Docket Number and the date (or dates) of approval by th~ Plan Comm;s..fi(JR and/or the Board of Z()ning Appeals (if applicable), 4. T.A.C. Review/Drawings submitted for approval: We request that all comments and comment letters generated by this office be answered il1 writing and be accompanied by a drawing refleeting requested revisions. Final drawings will not be approved for construction until dl Engineering Department, Carmel Utilities, ~amilton County Surveyoz-'$ Office and Hamilton County Highway lJepartment issues have been resolved. The design engineer must certify all drawings submitted for final approval. Because of the multi. jurisdictions between the City of Carmel, the Hamilton CoW;1ty Surveyor's Office and the Hamilton County Highway Department, we will require a minimum of nine-sets of drawings for approval aftet all issues have been resolved. The drawings will be stamped as approved and will be sigJ!ed by the City Engineer and by Carmel Utilitiesy The eight-sets will then be sent to the Hamilton County Swveyor's Office and the Hamilton County Highway Department for approval and signatures. Three approved sets are to be returned to the City of Cannel. The Hamilton County Surveyor's Office will retain two.sets. The Hamilton Cowt)' Highway Department, Developor$ the Engineer and the Conn-actor will each receive one-set. S. :Please be advised that any installation of SlgJlS, 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 Boar4 ofPublic Wntk~ and Safet.x. 0, Carmel Utilities/W ater Distribution should be provided copies of all drawinss and revisions for review of water issues. They will provide a separate review regarding these issues. 7 p Cannel Utilities does not subscribe to '4Holey Maley" and should be eontacted direotly for all wa~cr main locations. 8. I have sent copies of the following previously and will not send additional copies unless requested to do so: · Subdivision Project Approval Procedures · Performance Release Procedure · Subdivision Building Permits · Permit Data, Contacts, etc. · Street Sisn requirements BONDING REOI1IREMENTS This section is repeated from Review #1. _ 9. Upon initial review, it appears the following bonding requirements may apply to this project: Performance GuaranteeslEngineer's Estimates Individual Perfonnance Guarantees will be required for the following subdivision lmprovement$: · futc:nor Streets (base, binder and. surface) · Perimeter Streets (141:'1 Street) if applicable (tight of way pavement including accel~ decel, passing blister, widening, stone shoulders, sttiping, etc.) · C'Utbs · Water MaillS · Street Signs · Sidewalks may be bonded separately as follows: Interior - Builders Lots Exterior - All other including sidewalks/paths in dedicated right of way adjacent to COlllmQn areas or perimeter streets (not including 146th Street). Stonn sewer/drainage (inoluding sub surface drains), Erosion Control and Monument & Marker bonding will be uudel' the jurisdiction of the Hamilton County SurveyoI~ s Office. Sanitary sewers are under the jurisdiction of the Clay Township Regional Waste District 146(h Street Improvements are under the jurisdiction of the Hamilton County Highway Department. The amount of the Performance Guarantees for the City of Carmel is ba3ed upon a certified Engineer's Estimate for 100% of the cost of Jabor and materials to construet the individual improvements, to be provided by the design engineer. Please provide detailed Engineers PI 03 APR-19-2005 TUE 10:08 AM CITY OF CARMEL FAX NO. 317 571 2439 21.. Thank you for developing Typical Section-Local Stfeet section that incorporates all of the City standard dimensions. This is a great detail. 22. Thank you for aligning the sanitary sewer such that it is not located under the cul.de-sac pavement. 23" Our 20 Year Thoroughfare Plan designates 141 ~t Strc.et as a collector street. Therefore1 the lengths of the acceleJ'ation and deceleration lanes requit~d at this entrance are the following: 100 feet for the acceleration taper, 100 feet for the deceleration taper, and 100 feet for the deceleration lane full width. 24. Please label the to-foot multi-use path along 141" Street and 146m Street. 25. lfthe 141~J Street entrance is not aligned with an adjacent entrance that will be constructed soon, a passing blister designed to Department ofEngincering standards will be required on the south side of 14111 Street. 26. The City will defer to the Hamilton County Highway Departwent for any comments they have related to the proposed 146th Street entrance configuration, need for auxiliary lanes, pavement section in the right-of-waY;a and offset distance to the nearest intersectioll. 27. Please indicate wideI1ing aoross the property frontage or to the extents of the auxiliary lanes, whichever is greater for lS...foot travel lanes on the property side of 141 st Street Auxiliary lanes shall be measured from the edge of the IS-foot travel1ane. Please add a note to the site pIan that aU existing pavement shall be sawcut to a cle;m. ~4ge where new pavement (for widening 01' for auxiliary lanes) i$ to be installed adjacent to existing pavement Any new pavement placed in the 141st Street right-of-way for widening, for auxiliary lanes ana for each entrance up to the mainline right-of-way limit shall meet the following section: 1.5 inches HMA #11 surface on 2 inehes IDdA #8 binder on 3 incheS B:MA. #SD base on 7 inches #53 stone on 4 inches #2 stone or match existing, whichever is greater.' Please delineate this section with hatching on tbe plans and appropriate reference in the legend. 28. The City typically requires 1" milling with 1.5" H.A.C. #11 resurfaCing for the entire width of the existing roadway across the property frontage or to the lintits of the auxiliary lanes, whichever is BJ'eater. The roadway would then also need to b~ restriped with thermoplastic striping. Please develop a plan for the restriping and for striping of the auxiliary lanes. 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 aI1d appropriate reference in the legend. 29. 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. Subsurface drain is required beneath the stone shoulder. ' I 30. Please label the paths at each of the entrances. 31. Please incorporate the Department's cover and backfill standard for all stonn sewers and for sanitary md water mains and laterals within the right-of-way into the design for the secondary plat. 32. Will Beat Creek be realigned or rerouted as a part of this development? We would expect to see a plan with capacity calculations as a part of the secondary plat iuhntittal. :3 3. All lots adjacent to side yard easements should he wide enough to accommodate the anticipated house model and any planned driveways such that there is no encroachment in the easements, 34. Thank you for tealigning the 141 It Street entrance such that the auxiliary lanes remain on site. These comments represent the Department of Engineering's initial review of the primary plat for this project. We request that aU respOnses to OUI' oonunents be provided in writing" Failure to provide written responses may res~lt in the delay of the review process. 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