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HomeMy WebLinkAboutCorrespondence "" ',.1 A ,;;;t u c' ~~e~(q~&iQS;P /-~\ i. , ./\\/>- \/ / . .'j - --;:i , i :..::\ ift .. 4>t'C OCt fl~1J In ~ v <'OtiS VCS CI EL October 18, 2005 JAMES BRAINARD, MAYOR ," \ \,/ /' Mr. J. Cort Crosby, PE The Schneider Corporation Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 RE: Murphy BaJI, Section I-Project Review #3 Dear Mr. Crosby: The City has received your comment letter and drawings dated September 26, 2005 based upon the City review of August 30, 2005. The comments from the City review have been satisfactorily addressed with the following except~ons: CONSTRUCTION DRAWING COMMENTS 16. Please indicate and label the curb return radii at each of the intersections. On Sheet C302, the curb return radii are not labeled at the intersections with Castlebar Boulevard. The curb return radii at the intersection of Carlow Run and Tullamore Court are not labeled. 22. 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 and 141stStreet. Auxiliary lanes shall be measured from the edge of the IS-foot travel lane. Please add a note t~ the site plan that all existing pavement shall be sawcut to a clean edge where new pavement (for widening or for auxiliary lanes) is to be installed adjacentto existing pavement. Any new pavement placed in the Towne Road or 141st Street rights-of-way for widening, for auxiliary lanes and for each entrance up to the mainline right-of-way limit 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. Perimeter Road Note Ion CIOl, CI02, C301, and C304 refers to "x-section on P801." There is no sheet P801 in this set of plans and there is no cross-section that details the widening on sheet C801. Based on additional review, the City provides additional comments: 5. Sheet C301, Entrance Plan, Boulevard Cross-section- revise "80' right-or-way" to "80' right-of- way." This has not been revised. These comments represent the Department of Engineering's third review of the construction plans for this project. We request that all responses to our comments be provided in writing. Failure to provide written responses may result in the delay of the review process. It is critical that our office be made aware of all modifications made on the plans being resubmitted, 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 conunitt.:e meetings. DEPARTMENT OF ENGINEERING ONE CMC SQUARE, CAfu\1EL, IN 46032 OFFICE 317.571.2441 FAX 317.571.2439 EMAIL engineering@ci.carmel.in.us -.I ~ F":' --:;' u (,;) All bonds and performance guarantees must be posted prior to Engineering Department approval of construction plans. Also, Board of Public Works and Safety approvals and any other governing agency approvals (if required) must be obtained prior to Engineering Department approval. The Department reserves the right to provide additional comments based on subsequent reviews. Please confIrm with Crossroad Engineers that all items have been satisfIed. If you have questions, please call me at 571-2441. cc: Matt Griffin, Department of Community Services John Duffy, Carmel Utilities Paul Pace, Carmel Utilities Greg Hoyes, Hamilton County Surveyor's Office Greg Ilko, Crossroad Engineers Estridge Development Co., Inc. Project File Engineering Department Review S:\DHILL\PROJREY05\MURPHYHALLJ #3 "f..... .... C1 EL u ~~O~~EOCXll;j~~ . ~~:-] w JAMES BRAINARD, MAYOR ~'-I;J~--" ',/'\.:U t.i!J);>- 1/:;'/ ~ ''\~\ '. ';/ c'D v . \ ;'.'1 RECE\\]I:.\'\ !_~ bE\l 2 () '2.\)\)lj -- I ;' ! DOCS \ <\ \, ~/~\ \...,0" <<'.~;).,,> . ~ ( " "I (;;;p-r-r -r ,.,) \ \ " ~:~L.! -' \'-.,. - ! August 30, 2005 -.; /' / Mr. J. Cort Crosby, PE The Schneider Corporation Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 RE: Murphy Hall, Section I-Project Review #2 Dear Mr. Crosby: The City has received your comment letter and drawings dated August 18,2005 based upon the City review of July 15,2005. The comments from the City review have been satisfactorily addressed with the following exceptions: CONSTRUCTION DRAWING COMMENTS 13. ADA ramps are required at all locations where the sidewalks or asphalt paths cross the streets. :> Repeat this comment. 15. Where is the horizontal curve data located on the construction plans? Please provide horizontal curve data on appropriate sheets of the construction plans. 16. Please indicate and label the curb return radii at each of the intersections. You stated that the curb return radii are labeled on the intersection details. We did not find them labeled on the intersection details. 18. At the entrance, you may provide a maximum width of 10 feet for the median and a maximum width of 18 feet for each of the lanes. Please indicate and label these widths on Sheet CI01. 19. On street plan-profile sheets, please add the Department's standard cover note. The note added is not the current note. Please see the attached copy of current backfill and cover reg uiremen ts. 20. Please show water mains, sanitary, and storm on profiles. There is a water line crossing on Murphy Hall Circle West between Sta. 7+00 and Sta. 7+30.62 that isn't shown on the profile. There is a water line crossing Castlebar Boulevard that isn't shown on the profile. 22. Please indicate widening across the property frontage or to the extents of the auxiliary lanes, whichever is greater for 15-foot travel lanes on the property side of Towne Road and 141st Street. Auxiliary lanes shall be measured from the edge of the 15-foot travel lane. Please add a note to the site plan that all existing pavement shall be sawcut to a clean edge where new pavement (for widening or for auxiliary lanes) is to be installed adjacent to existing pavement. Any new pavement placed in the Towne Road or 14Ist Street rights-of-way for widening, for auxiliary lanes and for each entrance up to the mainline right-of-way limit 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. Please revise the descriptions of the various hatching to more precisely describe the work to be performed. Please revise Perimeter Road Improvements Note 2 - street widening to fifteen feet does not include 3-foot wide shoulder. The stone shoulder is in addition to the widening. DEPARTMENT OF ENGINEERING ONE CIVIC SQUARE, CARMEL, IN 46032 OFFICE 317.571.2441 FAX 317.571.2439 EMAlL engineering@ci.carmel.in.us u u 23. 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. The roadway would then also need to be 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 and appropriate reference in the legend. Please revise Perimeter Road Improvements Note 3 - entire width of existing pavement is to be milled, not just 1 inch at the edges. 28. Please add the Department's standard backfill and cover requirements to the water and sanitary plan-profile sheets. Your response of 8-16-2005 stated these notes have been add~d. Please explain in writing where they are located. 31. Please add the following note to the sidewalk detail on Sheet C801: "SIDEWALK BUILT WITH DRIVEWAYS SHALL HAVE MINIMUM THICKNESS OF 6" OR THICKNESS OF DRIVEWAY, WHICHEVER IS GREATER." Your response of 8-16-2005 stated this note has been added. This note has not been added. 32. 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. Please change the word "STALL" to "STAFF." 33. Please remove Sheets LIOI-LIOS, and L201-L204 from plans submitted to Department of Engineering for approval. Based on additional review, the City provides additional comments: 1. Please specify the material for the subsurface drain to be double wall 6" Hancor Hi-Q or equivalent. 2. Please provide cross-sections for 141s1 Street and Towne Road indicating the existing half pavement width, the widening, the #73 stone shoulder, and other improvements referenced to the existing pavement centerline. Please place Section A-A at a location where the auxiliary lanes are at full width. 3. Sheet C304 - Please add edge lines for the east side of Towne Road and the south side of 141 sl Street along the property frontage. 4. Sheets C601 - C605 Please remove references to granular backfill in the legend at the bottom of these sheets. This is superceded by the Department's standard backfill requirements. 5. Sheet C301, Entrance Plan, Boulevard Cross-section - revise "80' right-or-way" to "80' right-of- way." These comments represent the Department of Engineering's second review of the construction plans for this project. We request that all responses to our comments be provided in writing. Failure to provide written responses may result in the delay of the review process. It is critical that our office be made aware of all modifications made on the plans being resubmitted, 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. All bonds and performance guarantees must be posted prior to Engineering Department approval of construction plans. Also, Board of Public Works and Safety approvals and any other governing agency approvals (if required) must be obtained prior to Engineering Department approval. t u w The Department reserves the right to provide additional comments based on subsequent reviews and on the grading and drainage system upon receipt of drainage calculations. These comments may affect the drainage system layout presented on the construction plans. If you have questions, please call me at 571-2441. cc: Matt Griffin, Department of Community Services John Duffy, Carmel Utilities Paul Pace, Carmel Utilities Greg Hoyes, Hamilton County Surveyor's Office Greg Ilko, Crossroad Engineers Estridge Development Co., Inc. Project File Engineering Department Review S:\DHILL\PROJREV05\MURPHYHALLl #2 o COpy u City of Carmel VIA FAX: 826-7300 Original by mail July 14, 2005 J. Cort Crosby The Schneider Corporation Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216-1037 RE: Murphy Hall, Sec 1 (#05070010 SP) - Secondary Plat Application Dear Mr. Crosby: This letter is in response to your Secondary Plat Application for Murphy Hall, Sec 1. It is anticipated that you will be heard at the July 20 T AC meeting, where additional comments may be voiced. Please complete the following: ~ 1. Please add docket no. 05070010 SP to sheet 1. 2. Please provide copies of the letters of transmittal to the TAC members. 3. Please add a 5-ft Non-Access Easement (NAE) along 141 sl St. and Towne Rd. . -4-. ...:; Plea~e she.. let SSHlQr ~~-"~g-tl ... <;'lI' 1.1 t af1lle plat & 'IpQlllv Iht, legend. CJ~ = s::.ee /'\!(){.e In IT'fnJ. 5. Show the right of way label for 141s1 St. as 40-ft ~ R/Wand 70-ft ~R/Wfor Towne Rd. 6. Add the zoning classification on the plat: S-l/Residence: ROSa. 7. Place the flood statement on the plat. 8. Reference the covenants instrument no. on the plat. o 9. . Subdivision signs require sign permits; contact David Littlejohn at 571-2280. Construction Plans: 10. Label the pond's bottom elevation. Please submit a revised Secondary Plat after the T AC meeting with the above-mentioned changes. Once these changes have been made and comments addressed, please produce a Mylar copy for signature by this Department. Two paper copies of the plat must be filed with the Mylar prior to recording, and three paper copies and a Mylar of the recorded plat must be submitted following recording. Our approval of the secondary plat (signature) will be forthcoming upon revision of the plans according to the items listed above. Also, the staff has been advised that we cannot present a Secondary Plat to the Director for signature from this point forward until Terry Krueskamp (tkrueskamp@carme1.in.gov) in Information Systems has received an e-mail with an electronic file attached (Micro Station .dgn is preferred, or AutoCad .dwg of the subdivision) and it (the e-mail) has been copied to Matt Griffm (mgriffm@carme1.in.gov) and myself (aconn@carme1.in.gov). (Also, Matt Griffm would also like a .pdf file, as we move toward a paperless office.) If you have any questions or if I may be of assistance, please feel free to call. Sincerely, ~~ Angelina Conn Planning Administrator File: 05070010 SP-Murphy Hall, See I Page 1 ONE CIVIC SQUARE CARMEL, INDIANA 46032 317 /571-2417 .. ~~ Schneider 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 Merrillville Office 9800 Connecticut Drive Suite Bl-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, IA 50010 Phone: 515.233.3311 Fax: 515.233.4575 ~ U The Schneider Corporation Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Phone: 317.826.7100 Fax: 317.826.7200 I * \\tct~tU \ 0 "\)\'P l\\}Q, 0 I \JrJC~ August16,2005 Angelina Conn Carmel DOCS One Civic Square Carmel, IN 46060 RE: Murphy Hall, Section 1 Secondary Plat and Construction Plans TSC Job # 5076.001 Dear Angelina, The Secondary Plat and Construction Plans for Murphy Hall, Section 1 have been revised according to the review T AC comments. The revisions and responses corresponding to your comments are as follows: Plat 1. The docket number has been added to the plat. 2. Copies of the transmittal letter to the T AC members are attached. 3. Non access easements have been added on both perimeter roads. 4. As discussed, the lot monumentation is noted rather than shown because of the legal implications of showing monuments that can not be set due to conflicts with sidewalks or storm sewer structures etc. The monumentation report that we record identifies any such conflicts. 5. The half designation has been added to the R/W labels. 6. The zoning and setback information has been added to the plat. 7. A flood statement has been added to the plat. 8. The space for the instrument number of the covenants is on the plat. These get recorded just before the plat and the number can be written in at that time. 9. Any subdivision,signs will be approved with a sign permit. www.schneidercorp.com o Angelina Conn August 16, 2005 Page 2 Construction Plans 10. The pond bottom elevation has been added. Q 't': ..~CK jk.~.rtV lrS\-Y ,f\"f~ , .,' ,\,\,,-. ,,\\\ \ " I- I, \)\)C~ Please approve these plans or call me if you have any questions. Sincerely, \I- J. Cort Crosby P.E. Project Engineer R:\5k\5076\001\docs\DOCSgriffin081205,doc ).,~ Schneider 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 Merrillvllle Office 9800 Connecticut Drive Suite Bl-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, IA 50010 Phone: 515.233.3311 Fax: 515.233.4575 Q u The Schneider Corporation Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Phone: 317.826.7100 Fax: 317.826.7200 I .~ !.c ~ q) \{tCt.\\! ~" ,,\\:. \ \'\ ?~I,),& t\l.; (\A~ \juvv August 16, 2005 Greg Hoyes Hamilton County Surveyor One Hamilton County Square, Suite 188 Noblesville, IN 46060 RE: Murphy Hall, Section 1 Secondary Plat and Construction Plans TSC Job # 5076.001 Dear Greg, The Secondary Plat and Construction Plans for Murphy Hall, Section 1 have been revised according to the review T AC comments. The revisions and responses corresponding to your comments are as follows: 1. The project is in Carmel's jurisdiction. 2. No well head protection areas affect this site. 3. The required forms for the regulated drain have been submitted. 4. A copy of the Engineer's estimates is attached. 5. The 1 OO-year elevation of Lake 1 has been corrected on the plans. 6. The top-of-bank for Lake 1 is more than 2' above the 100-year elevation. 7. The SSD stubs are typically not right on the lot line, but at least 5' off the lot line leaving room for the pedestals and transformers yet keeping within the side yard set back. The sump pump lines typically run around the house from the side or the back. The sewer and water laterals are both in the center of the lot to avoid the driveway and the need for the SSD connection to cross them. 8. The dip in the path at the location mentioned is shown as the emergency overflow for Lake 1. ".' . 9. The flood routing from Heather Knoll will generally follow the storm sewers picking up the low area where the drain t,i1e crossed on to the site. Flood routing arrows have been added. 10. The abandon notes have been added to the plans with a specific note for the Towne Road crossing. ' . ~~"""'.i'l'.'i'i'A...,II."I;.J('I;.J'~nlll'Rtl{'llllffi.l .-"'~ o u ~ Greg Hoyes August 16, 2005 Page 2 11. The casting change is called out on the plans. 12. The easements are now labeled. 13. Debris guards are noted. 14. The structure number on sheet C603 has been corrected. 15. Structure 158A has been added. 16. The current SSD standard is shown on the plans. 17. Gutter spread calculations have be,en completed and no streets have less than a 10' clear width. 18. The landscaping has been relocated as needed to provide 15' separation from the trees to the storm sewers. The flood routing is also along the storm sewers where the trees have been removed. 19. We are required to use the latest details from the Hamilton County Surveyor's office. These details have the casting notes on them. A note has also been added to each profile sheet. 20. Any further comments will be addressed. Please approve these plans or call me if you have any questions. Sincerely, ~ J. Cort Crosby P.E. Project Engineer R:\5k\5076\001 \docs\HamCoSurvHoyes081605.doc --- ----- -~--- ---- r-. .~~ ~ Schneider 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 Merrlllvllle Office 9800 Connecticut Drive Suite Bl-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, IA 50010 Phone; 515.233.3311 Fax: 515.233.4575 o o The Schneider Corporation Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Phone: 317.826.7100 Fax: 317.826.7200 ~: :, I \.;'t(.C\:.\'1jED , 1/':\\"., August 16, 2005 or:/CS Greg IIko Crossroads Engineers, PC 3417 South Sherman Drive Beach Grove, IN 46107 RE: Murphy Hall, Section 1 Secondary Plat and Construction Plans TSC Job # 5076.001 Dear Greg, The Secondary Plat and Construction Plans for Murphy Hall, Section 1 have been revised according to the review T AC comments. The revisions and responses corresponding to your comments are as follows: 1. lake elevations on the plans have been revised. 2. Plans have been revised to show the 2-year, 10-year, 1 OO-year and bottom elevation for the lake. 3. A flood routing arrow has been added to the construction plans to indicate the flood routing from lake 1. In addition a description of the spillway has been added to the drainage narrative. 4. Additional contours have been added to the construction drawings to clarify the top of bank around lake 1. The spotshots show elevations at least 2' above the 1 OO-year elevation. 5. A typical cross section from the HCSOstandard'islocatedon sheet C803. 6. The calculations all ready provided fot thefull:widthright-of.;wayfor Towne Road. The full width of 141st streethas~also'beenaddedand ,: the calculations revised with slightly highemelevations';fonLake,1." 7. The Storm Basin Map (E-1) has beeri/revise(Ete:shdw:the areaiin-1 j i acres rather than square feet.'!r::"~; ;',_,~hc;!,' ," '1."':' 8. An additional structure (158A) has been added l()!reduce'the pipe " length to less than 400 feet. :: t; IJ : c: ::: ~ <: ,~.. (C "~:', '*,r~rttt,!::;-~~$}:~~1~Wwvt:sc~~rielderC:o-ri?c6"mJ~ -;i' " o u ,,- -:. Greg IIko August 16, 2005 Page 2 9. Pipe sizing for structure 183-182 has been added to the revised drainage report. 1 O~ Structures have been revised to provide the required amount of cover. 11. The discrepancies concerning pipe inverts have been resolved. 12.The discrepancies concerning rim elevations have been resolved. 13. The discrepancies concerning pipe slopes have been resolved. 14. Hydraulic grade line calculations have been included in the "Pipe Design" calculations in the revised drainage report. 15.Gutter spread calculations have been included in the revised drainage report. 16. Structure 184 has been removed and flow has been diverted to structure 167. 17. The incorrect structure label has been corrected. 18. Drainage arrows have been added to the construction plans. 19. Swales with drainage arrows and elevations at grade breaks have been included in the revised construction plans. 20. Page numbers have been added to the drainage report. 21. The curve number calculation worksheet for the proposed basins has been revised with the correct project information. 22. The ICPR pre-developed conditions sheets have been revised with the correct project name. Please approve these plans or call me if you have any questions. Sincerely, .~ J. Cort Crosby P.E. Project Engineer R:\5k\5076\001 \docs\Crossroads081605.doc 7 - f'~~ Schneider 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 Merrillvllle Office 9800 Connecticut Drive Suite Bl-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, IA 50010 Phone: 515.233.3311 Fax: 515.233.4575 u 0 The Schneider Corporation Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Phone: 317.826.7100 Fax: 317.826.7200 I ..<>'~\\IE\) \'\t,\;~, \0 "\ \ \ '/\ It~~J\1i \JOCS August16,2005 Nick Redden Carmel City Engineer One Civic Square Carmel, IN 46060 RE: Murphy Hall, Section 1 Secondary Plat and Construction Plans TSC Job # 5076.001 Dear Nick, The Secondary Plat and Construction Plans have been revised according to the T AC comments. The revisions and responses corresponding to your comments are as follows: General Information 1. The site will be designed to meet the City of Carmel standards. 2. The jurisdictional requirements of Carmel will be followed as well as the sewer requirements for Clay Township Regional Waste and the drainage requirements of the Hamilton County Surveyor. 3. Board Works: a. Water and sewer availability has been requested. b. The curb cut will be requested with the pool construction plans. c. Any temporary entrance at locations other than the proposed entrance will be approved at the Board of Works. d. A request for the 141st Street cut will be submitted. e. A Consent to Encroach Agreement for anything in the right-of- way will be prepared for approval. f. The Secondary Plat will be approved by the Board of Works. g. No right-of-way dedication other than what will be shown on the secondary plat is planned. h. The Board of works schedule will be followed for submittals. 4. All comments will be answered in writing and the eight required construction sets will be submitted after approval. 5. Any improvements in easements or right-of-way will be included in a consent to encroach agreement. " ~.~.::;\,.-(:.'t f:;"fwiYw.sclineidercorp.com'~~ ~.,.'''-. .""~ ,.. G.) w Nick Redden August 16,2005 Page 2 6. Carmel Utilities has been provided with the plans plat for review and their comments will be addressed directly. 7. Carmel utilities will be contacted for waterline locations. 8. I have copies of the procedural information. Bondina Reauirements 9. Bonds will be provided by the developer. Final Engineers Estimates for the improvements will be submitted once the plans are approved. 10. A copy of the plans and revised drainage report has been sent to Crossroads Engineering along with the revisions and response letter to their concerns. Availability and Connection Fees 11. Availability and connection fees will be paid by the developer/builder. Connection fees will be required for irrigation. Construction Drawina Comments 12. Offsite Easements are not required. 13. The handicapped ramps are shown on the plans. 14. The street width and RIW width are labeled. 15. Curve data is shown on the plat. 16. The curb radii are labeled on the intersection details. They are all the same (20'R) except for the entrance. 17. The developer plans to construct homes that fit on the lots within the easements shown. 18. The islands have been revised. 19. The cover depth note has been added. 20. The waterline crossings are now shown in the profiles. 21. The decel taper has been revised. 22. The street widening is indicated on the plans. See perimeter road improvements notes on the development plans. The saw cut note is in the perimeter road improvement notes. The RIW pavement section has been corrected. 23. The resurfacing and milling notes are part of the perimeter road improvement notes. A striping plan has been added and the thermo plastic has been indicated. 24. The 40' curb radii are noted on the entrance plan. 25. The maintenance of traffic information has been added with the striping information. 26. The note has been added. 27. The notes have been added. .r(~ ,,"">t-~ u Q Nick Redden August 16, 2005 Page 3 28. The backfill notes have been added. 29. The pavement cross-section has been updated. 30. The detail has been revised. 31. The sidewalk note has been added. 32. The preconnote has been added to the general notes. 33. Please disregard the landscape plans. They are part of the project and required to be seen by everyone else. Please approve these plans or call me if you have any questions. Sincerely, ~ J. Cort Crosby P.E. Project Engineer R:\5k\5076\001\docs\CanneIRedden081205.doc ~~ Schneider 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 Bl-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, IA 50010 Phone: 515.233.3311 Fax: 515.233.4575 ~ U The Schneider Corporation Historic Fort Harrison 8901 Otis Avenue Indianapolis. IN 46216-1037 Phone: 317.826.7100 Fax: 317.826.7200 August 16, 2005 t?7~ ~~ ~ l:b'1" ~" t-..~ ~ ~"'J John South Hamilton County Soil Conservation District 1108 South 9th Street Noblesville, IN 46060 . \ " RE: Murphy Hall, Section 1 Secondary Plat and Construction Plans TSC Job # 5076.001 Dear John, The Secondary Plat and construction plans have been revised according to your comments. The revisions corresponding to your comments are: 1. The basin area is the temporary swales. There are temporary swales collecting some offsite runoff and several acres of future lots that may also be used for a stock pile area. The basin detail is relatively inexpensive but still an effective way to trap any sediment that does accumulate there even if it is minimal. The temporary swales will be able to store considerable runoff. 2. Inlet protection has been added at the IS" culverts on Towne Road. 3. The sediment basin outlet is the protection for Str 126A. The additional inlet protection is now called out. 4. A new detail has been created for the culvert/end section protection. One set of the revised construction plans are enclosed for you review. Please approve these revised plans or call me if you have any questions. &' J. Cort Crosby P ;E. Project Engineer R:\5k\5076\OO I ldocs\SCSsQuth08120S.doc ~P.1!-- ~.'l'''Vi'l''''1IiJI''I;.JI'laiU('I''J''I'JI.1f!iiiI ~~ Schneider 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 Merrillville Office 9800 Connecticut Drive Suite Bl-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, IA 50010 Phone: 515.233.3311 Fax: 515.233.4575 ~ Q The Schneider Corporation Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Phone: 317.826.7100 Fax: 317.826.7200 August 12, 2005 Angelina Conn Carmel DOCS One Civic Square Carmel, IN 46060 RE: Murphy Hall, Section 1 Secondary Plat and Construction Plans TSC Job # 5076.001 Dear Angelina, The Secondary Plat and Construction Plans for Murphy Hall, Section 1 have been revised according to additional review comments from various agencies. Copies of the response letters to the review comments are attached for your records. Please approve these revised plans or call me if you have any questions. Sincerely, f/- J. Cort Crosby P.E. Project Engineer ~l \:1 s;~(:? ,_, \ ~% /)(l/'l~ J ,C) \j.......~ Vv. .. I \~\ /'::'/ '<?;>,;<_ //<<;/1 ......1.. I (~1-11; ,\ \/ '-'l!~ R:\5k\5076\001 \docs\DOCSconn092205.doc www.schneidercorp.com, ~ ~~ Schneider 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 Merrillville 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, IA 50010 Phone: 515.233.3311 Fax: 515.233.4575 Q) Q The Schneider Corporation Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Phone: 317.826.7100 Fax: 317.826.7200 September 21,2005 Gary Duncan Carmel City Engineer One Civic Square Carmel, IN 46060 RE: Murphy Hall, Section 1 Secondary Plat and Construction Plans TSC Job # 5076.001 Dear Nick, The Secondary Plat and Construction Plans have been revised according to your additional review comments. The revisions and responses corresponding to your comments are as follows: Construction Drawina Comments 13. The ramp detail, originally provided by the City of Carmel, is shown on sheet C801 and a note has been added as general note 14 on the development plans. 15. The curve data is shown on the plat as indicated previously. It has also been added to the street plans as requested on another recent project. 16. The curb radii are now shown on sheet C302 and the standard radius note has been added to the general notes. 18. Additional dimensions have been added near 14151 Street. They were previously indicated on C101 between lots 7 and 20 and on Sheets C301 and C801. 19. The standard cover note has been updated. 20. Any missing water crossings have been added. 22. The hatching descriptions have been expanded. Note #2 has been revised on sheets C1 01, C102, C301 and C304. 23. Note 3 has been revised on all sheets. //. __ 28. The specifications, details, an? profile sheets have been revi~e~i\lt was 41 <:'(,J~' assumed that you meant the previously approved backfill/cover 1il9!e thath~d <J; \/ been added to the street plans. . / ~_.i , CE//J[D \.' 31. The note was added as note 5 in detail 6/C801. I-i S[p 2 6' ~ 32. The spelling has been corrected. G-~\ 11'11 ~OOJ" ". ' \)5\ . . vCs '.- \/\ ", \..(;~:\,) ': . './ 'k,. . . \. / - - ,wj,\TA..'1.hllr;}['(;J(I{'H,J(tiI']I~m~ ~._]~_t _,---- / CD o Gary Duncan September 22, 2005 Page 2 33. Your set will have the landscape plans removed. New Comments 1. The SSD pipe type has been noted in the general notes. 2. Section A-A has been revised and has been moved. Section B-B has been added as requested. 3. Edge lines have been added as indicated on C304. 4. The granular back fill in the legend on the profile sheets has been deleted. 5. The spelling has been corrected. Other Comments Other minor comments have been revised based on e-mails, phone calls. These are: 1. Rear yard swale slopes have been added per Crossroads comments. 2. Sewer spec note was added to C901. 3. The water line general notes were revised per Carmel Utilities letter. 4. The sanitary structure number s have been revised to indicate a prefix of "MPH" before each one as required by CTRWD. Please approve these plans or call me if you have any questions. Sincerely, f1! J. Cort Crosby P.E. Project Engineer R:\5k\5076\001 \docs\CanneIDuncan092005.doc I ! . / I I \.~ \. :\ ~. RECEIVED SEP2 6200S lJOCs / '. / \ . I i i , >' \~ ,~~"''' / ~':/--""'- . /( / ~/ /rz:ri-; . ,\.) . ~."....:.._":"-~ . - I ~~ Schneider 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 Merrillville Office 9800 Connecticut Drive Suite Bl.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.IA 50010 Phone: 515.233.3311 Fax: 515.233.4575 u (.) The Schneider Corporation Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216.1037 Phone: 317.826.7100 Fax: 317.826.7200 September 22, 2005 Paul Pace Carmel Utilities One Civic Square Carmel, IN 46060 RE: Murphy Hall, Section 1 Secondary Plat and Construction Plans TSC Job # 5076.001 Dear Paul, The Secondary Plat and Construction Plans for Murphy Hall, Section 1 were revised on 8/15/05 based on the Carmel T AC comments from the July 20th meeting. Additional revisions have been made according to your review comments dated August 30th, 2005. The revisions corresponding to your comments are as follows: 1. Asbuilts will be submitted. 2. The developer will pay for the testing as required. 3. The laterals are located as indicated unless except where specific conflicts exist. 4. The sand bedding has been added to the detail on C703. 5. The CTR WD standards will be met for the sewers. 6. "Muller only" note has been added to the general notes. 7. Posicaps are noted. 8. Tracer wire is noted. 9. Warning tape is noted. 10. The ends of the service lines have been adjusted. 11. The blue paint on the water lateral markers has been added. 12. The tapping tee has been noted. Please approve these plans or call me if you have any questions. ./ ,(/,' /. . / ,,:"~/ I, (, " ~in,eIY, ~ Crosby P.E. Project Engineer R:\5k\5076\001 \docs\DOCSconn092205.doc J(/i ;;J O'f'p C<9'~ .26'" u ,., \ ~a <t1o.r , --~ VJ' . :\ \ /'~ " "/~ /' :J '/0) '- /\. / '..:~I r \ ).:-.;- -_._--~--- I ,/ . :.' " : ':';. '.' www.schneidercorp.com):3 ~~ Schneider o u The Schneider Corporation 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 Merrillville Office 9800 Connecticut Drive Suite Bl-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, IA 50010 Phone: 515.233.3311 Fax: 515.233.4575 Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Phone: 317.826.7100 Fax: 317.826.7200 September 22, 2005 Drew Williams Clay Township Regional Waste District 10701 N. College Ave. Carmel, IN 46280 RE: Murphy Hall, Section 1 Secondary Plat and Construction Plans TSC Job # 5076.001 Dear Drew, The Secondary Plat and Construction Plans for Murphy Hall, Section 1 have been revised according to your review comments dated August 30th, 2005. The revisions corresponding to your comments are as follows: Section 1 Plans 1. The pipe size notation has been corrected. 2. The manhole prefixes have been revised. 3. We left this lateral to be put in with the next' section off the 8" line. 4. Any additional comments will be addressed. Section 2 Plans 1. Plan revisions will be completed separately for Section 2. Please approve these plans or call me if you have any questions. Sincerely, &- J. Cort Crosby P.E. Project Engineer / / . R:\5k\5076\001 \docs\CTRWDwilliams092205.doc J - -\ , ''\, '- . ~ h>f'C; 029 ~I/('r /120 u /)/1 lOtls tiCS " '. \/\ ,~ -' \ .....,r .. ,.r "" " /' >"'--. ./ ,1,..)//, . '. ' ,/ .. ~~-~_._~~' ,;'c': ,'- _ .::: c;;:.www.schneidercorp.com:j; ~.., Schneider (D U The Schneider Corporation 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 Merrillville 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, IA 50010 Phone: 515.233.3311 Fax: 515.233.4575 Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Phone: 317.826.7100 Fax: 317.826.7200 September 22, 2005 Bob Bleich Crossroads Engineers, PC 3417 South Sherman Drive Beach Grove, IN 46107 RE: Murphy Hall, Section 1 Secondary Plat and Construction Plans TSC Job # 5076.001 Dear Bob, The Secondary Plat and Construction Plans for Murphy Hall, Section 1 have been revised according to the additional review comments. The only revision requested by you was to add the rear yard swale slopes and that has been completed. Please approve these plans or call me if you have any questions. Sincerely, cY J. Cort Crosby P.E. Project Engineer R:\5k\5076\001 \docs\Crossroads092205.doc ----..-- ~....' \ \ / I / i \ \. /1 /(tCI)~ 8f:p ,., r: i/(I) <0 " /) <'Oaf 4/0Cs "' ',,- ' i'~ " ), -- / '. / "/ . ,,~. Po:, _; , ;;J' _ 4~. q Www.schneich~rcorp:~oni~ i: '. u Q , ...'en ......~6m I (J:') (O,~,b,uT-V ... .u. ~f JAMES BRAINARD, MAYOR CI EL August 4, 2005 \ .. Mr. J. Cort Crosby, PE The Schneider Corporation Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 RE: Murphy Hall, Section I-Project Review #1 Dear Mr. Crosby: We have reviewed the construction plans submitted for this project for review for the August 17, 2005 Technical Agvisory Committee. We offer the following comments: GENERALINFO~ATION 1. The project site is located within current City of Carmel Corporate Limits. 2. Jurisdictions: . Streets and Right of Way (14151 Street, Towne Road, Interior Streets) - City of Carmel. . Water - City of Carmel Utilities . Sanitary Sewers - Clay Township Regional Waste District . Storm SewerslDrainage - Hamilton County Surveyor's Office (City of Carmel Review). . Regulated! Legal Drains - Hamilton County Surveyor's Office. 3. Board of Public Works and Safety Requirements: . Water Availability approval from the Board is based upon the total number of single-family residences @ 1.0 EDU/single family residence. If a community swimming pool or bathhouse is planned, additional Water Availability approval from the Board will be required and additional Water Connection Fees will be assessed. Ifentryway or other community irrigation systems are planned, these will also require additional Water Availability approval from the Board and additional Water Connection Fees will be assessed. . Commercial Curb Cut approval will be required for the Community Amenity Area (Common Area F). . Temporary Construction Entrance (if applicable and iflocated at a location other than planned permanent entrances) . Please be advised that any open cuts of existing perimeter-dedicated streets will require separate Board of Public Works and Safety approval. . Any permanent improvement (including irrigation systems) to be installed within dedicated right of way or dedicated easements. This approval would require a Consent to Encroach Agreement between the Owner and the City of Carmel. . Secondary Plat approval. . Right of Way Dedication (if applicable) A schedule for Board of Public Works and Safety meeting dates and agenda deadlines was previously sent for your use. Please use the Engineering Department deadlines for submissions to the Board. Any submission to the Board requires prior approval by the Carmel Clay Plan Commission and/or the Board of ZonillgAppeals (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 DEPARTMENT OF ENGINEERING ONE CiVIC SQUARE, CARMEL, IN 46032 OFFICE 317.571.2441 FAX 317.571.2439 ENWL engineering@ci.carmel.in.us l' Q Q appropriate Docket Number and the date (or dates) of approval by the Plan Commission and/or the Board of Zoning 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 in writing and be accompanied by a drawing reflecting requested revisions. Final drawings will not be approved for construction until all Engineering Department, Carmel Utilities and Hamilton County Surveyor's Office issues have been resolved. The design engineer must certify all ;,.. drawings submitted for fmal 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 City Engineer and by Carmel Utilities. The eight-sets will then be sent to the Hamilton County Surveyor's Office for approval and signatures. Three approved 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 UtilitiesIW 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. 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 Sign requirements BONDING REQUIREMENTS 9. Upon initial review, it appears the following bonding requirements may apply to this project: Performance GuaranteeslEngineer's Estimates Individual Performance Guarantees will be required for the following subdivision improvements: . Interior Streets (Base, Binder and Surface. The asphalt surface may not be bonded separately from the stone base and asphalt binder.) . . Perimeter Roads/Streets Right of Way Improvements if applicable (right of way pavement including accel, decel, passing blister, widening, stone shoulders, striping, etc.) . Curb & Gutters . Water Mains (Off site Water Mains may be bonded separately if applicable). . Street Name Signs . Sidewalks/Asphalt Paths may be bonded separately as follows: Interior - Builders lots concrete sidewalks within dedicated right of way Exterior - All other including concrete sidewalks/asphalt paths in dedicated right of way adjacent to common areas and/or perimeter streets. Storm Sewer/Storm Drainage bonding (including sub surface drains) will be under the jurisdiction of the Hamilton County Surveyor's Office. They will also require bonding for Monuments & Markers. Sanitary sewers are under the jurisdiction of the Clay Township Regional Waste District. 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 Eneineers Estimates for each improvement includine unit costs. Quantities. materials and types of materials. etc. This office is to be provided with this detailed estimate prior to submission to the Owner/Developer. Upon u u 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. Performance Guarantees may be Performance or Subdivision Bonds or Irrevocable Letters of Credit. Please reference previous enclosures for more detailed explanation of our procedures. Right of Way Permit and Bonding \ _ Any work in the dedicated right of way of Towne Road or 1415t Street 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. If it is not included, a License & Permit type Right of Way bond will be required in the amount of $2,000.00 per instance of work in the right of way. Any open cut in the pavement of either Towne Road or 14151 Street will require separate Board of Public Works and Safety approval. 10. We have engaged Crossroad Engineers, PC to review all drainage plans and drainage calculations submitted to this office for review. We will share Crossroad's comments as they are received. We understand that you have submitted construction plans and drainage calculations directly to Crossroad Engineers. AVAILABILITY AND CONNECTION FEES 11. Availability (acreage) Fees must be paid after all other Engineering Department requirements have been satisfied and prior to the start of construction activities. Availability Fees are based upon total platted acreage for.the development at the current rate of$I,010.00 per acre (Water Availability Fee). Based upon the secondary plats' indicated acreage, the following Water Availability Fees would apply: 32.679 Acres @ $1,OlO.OO/Acre = $33,006.00 Connection Fees are currently $1,310.00 for water per single-family residence. Connection Fees are paid when the infrastructure has been complete, satisfactory test results obtained and the subdivision has been released for 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. CONSTRUCTION DRAWING COMMENTS 12. Any off-site easements necessary for installation of utilities must be secured prior to the Department of Engineering approving the drawings. 13. ADA ramps are required at all locations where the sidewalks or asphalt paths cross the streets. 14. Where is the horizontal curve data located on the construction plans? 15. Please indicate and label the curb return radii at each of the intersections. 16. All lots adjacent to side yard easements should be wide enough such that there is no encroachment in the easements. 17. Sheets ClOl and ClO2 Under PERIMETER ROAD IMPROVEMENTS, Note 1 refers to x- section on Sheet P801. We did not fmd the cross-section on Sheet C80!. Referring to Note 2, the stone shoulder is not part of the IS-foot widening as this note implies. The 3-foot wide shoulder is in addition to the IS-foot widening for a total of 18 feet. Referring to Note 3, the entire Towne Road roadway (not just the edge) along the property is to be milled 1 inch and resurfaced with 1.5 inches of#l1 surface. 18. On street plan-profile sheets, please add the Department's standard cover note. 19. Please show water mains, sanitary, and storm on profiles. 20. One of your primary plat responses was "The northeast comer indicates right-of-way to be dedicated to allow an entrance across from the Saddle Creek entrance for the remaining acreage north of this project and south of 146th Street. This was a specific requirement of the DOCS." Please ascertain from the DOCS information about who is required to build the auxiliary lanes at this entrance and provide this information in writing to the Department of Engineering. u u 21. Please indicate widening across the property frontage or to the extents of the auxiliary lanes, whichever is greater for 15-foot travel lanes on the property side of Towne Road. Auxiliary lanes shall be measured from the edge of the 15-foot travel lane. Please add a note to the site plan that all existing pavement shall be sawcut to a clean edge where new pavement (for widening or for auxiliary lanes) is to be installed adjacent to existing pavement. Any new pavement placed in the Towne Road right-of-way for widening, for auxiliary lanes and for each entrance up to the mainline right-of-way limit 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. Please provide a cross-section of Towne Road which shows these features and dimensions. 22. 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. The roadway would then also need to be 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 and appropriate reference in the legend. 23. Please provide a Maintenance of Traffic plan. 24. Please add the following note to the Traffic Control Plan: "SIGNS ARE INSTALLED BY THE CITY AND REQUIRE AN ORDINANCE." 25. Please add the following note to the water plan: "THERE ARE TO BE NO WATER VAL YES OR MANHOLES WITHIN THE PAVEMENT, CURBS, OR SIDEWALKS." 26. Please add the Department's standard backfill and cover requirements to the water and sanitary plan-profile sheets. 27. Please revise the pavement section on Sheet C801 to the following: 1.5 inches HMA #11 surface on 2 inches HMA #8 binder on 3 inches HMA #5D base on 7 inches #53 stone. 28. Please add the following note to the sidewalk detail on Sheet C801: "SIDEWALK BUILT WITH DRIVEWAYS SHALL HAVE MINIMUM THICKNESS OF 6" OR THICKNESS OF DRIVEWAY, WHICHEVER IS GREATER." 29. 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. 30. Please remove Sheets L1 01, L1 02, and L201 from plans submitted to Department of Engineering for approval. These comments represent the Department of Engineering's initial review of the construction plans for this project. We request that all responses to our comments be provided in writing. Failure to provide written responses may result in the delay of the review process. It is critical that our office be made aware of all modifications made on the plans being resubmitted, 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. All bonds and performance guarantees must be posted prior to Engineering Department approval of construction plans. Also, Board of Public Works and Safety approvals and any other governing agency approvals (if required) must be obtained prior to Engineering Department approval. The Department reserves the right to provide additional comments based on subsequent reviews and on the grading and drainage system upon receipt of drainage calculations. These comments may affect the drainage system layout presented on the construction plans. ~ u u If you have questions, please call me at 571-2441. cc: Matt Griffm, Department of Community Services John Duffy, Carmel Utilities Paul Pace, Carmel Utilities Greg Hoyes, Hamilton County Surveyor's Office Greg Ilko, Crossroad Engineers Estridge Development Co., Inc. Project File Engineering Department Review S:\DHILL\PROJREV05\MURPHYHALl2 Carmel o L(;).5b4i()OJl).~..~>' .=-... :,1 Q August 2, 2005 J. Cort Crosby, PE The Schneider Corporation 8901 Otis Avenue Indianapolis, IN 46216-1037 RE: Murphy Hall Secondary Plat & Construction Plans TSC Job No.: 5076.002 Dear J. Cort Crosby: The materials for the above-mentioned project have received and reviewed. At the present time, I see nothing in the plans that would hamper law enforce- ment efforts. If we can be of any further assistance to you, please contact us. Timothy J. Green Acting Chief of Police T JG:vb cc: Dept. of Community Services (317) 571-2500 A Nationally Accredit orcement Agency Fax (317) 571-2512 l 07/26/2005 15:39 3177769628 o HAMILTON CO SURVEYOR U PAGE 01/03 ~_-DCZP-:rDOlo .--- --.] :Xc/rion C '/flnn!, .sun'~\I(1r I "l'ficmc ( 3 T~) ./' "';~-~4C)' ,I , .'.. 'T-ox /J.t7) 77ci-,96:1.'\ SIJi((' I ~<(..~ aile .'Hnmiltc!n COlllr~' St/llllrc ."Vohf~.(!}il/(', /11(JionQ 4f~()GC1-.:z.2J(l July 26, 2005 The Schneider Corporation ATI'N: Cort Crosby 8901 Otis Avenue Indianapolis, IN 46216.1037 VIA FACSIMILE: 826-7200 ~ t-~... ~ .:sr:7 " ~ VY ..A ,,") ~ "~ 0". {() .<'~ ,'. ~ '1P ' Re: Murphy Hall Section 1 Dear Mr. Crosby; We have reviewed the construction plans submitted to the Hamilton County Surveyor's Office on July 7, 2005 for this project and have the following comments: 1. This proposed project falls within the incorporated area of the City of Cannel. 2. This proposed project DOES NOT fall within a Carmel Wellhead Protection Zone. 3. This proposed project fall in the Stultz and Almond Regulated Drain Watershed. 4. Please submit the following procedural items to this office, engineer's estimate and all associated bonds for 120% of construction cost. The bonds must cover the storm sewers, SSD, erosion control, and Monumentation for section 1 of this project. S. The 100 year elevation on lake #1 in the constnlction plans does not match the 100 year elevation in the drainage calculations. Please review and revise. 6. The TOB of lake #1 needs to be 2 feet about the 100 year elevation per HCSO Standard Detail D-7. 7. The HCSO prefers the SSD laterals to be centered in the lot, to avoid conflicts, unless the builderpredetennined the handing of the homes. The locationjust of the lot lines is usually obstructed with utilities (transfonners, phone pedestals, and cable boxes) and the driveway can be right there to. Please move to center oflot or provide convincing argument that the current location is best for Estridge. 07/26/2005 15:39 3177769628 U HAMILTON CO SURVEYOR o PAGE 02/03 8. Please show an emergency overflow (at the 100 year) and flood routing for lake #1. The HeSO would recommend the existing 15" CMPs under Towne Road as the emergency routing for this development and the project west ofMUlphy Hall. The 10' asphalt path will need to "dip" in this location or pipes will need to be installed under it (just like on the other side of Towne Road). 9. How will the flood routing from the neighboring Heather Knoll Section 2 be passed through the site? I think some changes have been made to Heather Knoll flood routing, but it will need to be conveyed to the lake (either by surface or thm stonn sewer). This flow will exit the pond tJuu the emergency overflow on the Murphy Hall Lake. 10. The Stultz and Almond Arm #1 tile will need to be crushed or properly abandon across this site. The tile will need to be abandon up to the manhole on the east side of Towne Road, near the twin 15" CMPs. The proper abandonment of the tile under Towne Road will need to be approved by the City of Cannel Engineering Department. This may include crushing the tile or grouting the tile full to prevent future problems within the ROW. II. Since water is being discharges in the twin IS" CMPs from the roadside drainage, the HCSO will require the casting on the manhole east of Towne Road to be changed to a Neenah 4342 or equivalent. This is to allow the water to enter the tile rather then continue across the surfacet which has created flooding problems in the past. 12. The easements for the regulated drains in common area "P't need to be labeled on the plat. 13. The following structures will require debris guards: 102, 126A, and 184. 14. One sheet C603, structure 113 drains into structure t 06, not 108 (miss labeled). I s. Pipe run 1 S9 to 158 exceeds the 400 foot maximum allowed by HCSO. Please add a structure in the middle to shorten the maximum pipe length. 16. HeSO will defer to the SSD standard of the City of Cannel. Our new standard for SSD has not taken affect yet, but we will soon be requiring double wall smooth bore SSD (HOPE) for all regulated SSD pipe. 17. The drainage calculations do not include gutter spread calculations. Please provide them for review or certify that the required inlet spacing will not allow for a clear lane width narrower then 10 feet in a 10 year stonn event. 18. Several conflicts with the landscaping and regulated drains are shown in the landscape plans. HCSO does not allow trees within the regulated drain easement or within 15' from the centerline of pipe in the common areas. Please review and revise. Also, the landscaping cannot block the emergency overflow from Heather Knoll Section 2. 07/26/2005 15:39 3177769628 U HAMILTON CO SURVEYOR o PAGE 03/03 19. All casting should be labeled "Dump No Waste - Drains to Waterway," which are readily available now from local casting distributors. Please add a note to the plans that will make the contractor away of this requirement. 20. Please note that further comments may be necessary at a later date. Should you have any questions, I can be reached at 317-776-8495. Sincerely, ~~ Plan Reviewer CC: Matt Griffin - Carmel DOCD John South - HCSWCD Dick Hill- Cannel Engineering Milce McBride - HCHD Crossroads Engineering Estridge Development .(..;.j '-.) u ...~'x~J'-'b-----~-:t-~ t~-I-'-~.- ...'-_._~~~ -:--:1 .- '.1;- j July 15,2005 JAMES BRAINARD, MAYOR ~ RtCEI/ltD u~Ji ' ~ I 82/)'""' "u.'l IJOes ' I ! EL Mr. J. Cort Crosby, PE The Schneider Corporation Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 '-.. " ""----- RE: Murphy HaJJ, Section I-Project Review #1 Dear Mr. Crosby: We have reviewed the construction plans submitted for this project for review for the July 20, 2005 Technical Advisory Committee. We offer the following comments: GENERAL INFORMATION 1. The project site is located within current City of Carmel Corporate Limits. 2. Jurisdictions: . Streets and Right of Way (14151 Street, Towne Road, Interior Streets) - City of Carmel. . Water - City of Carmel Utilities . Sanitary Sewers - Clay Township Regional Waste District . Storm Sewers/Drainage - Hamilton County Surveyor's Office (City of Carmel Review). . Regulated! Legal Drains - Hamilton County Surveyor's Office. 3. Board of Public Works and Safety Requirements: . Water Availability approval from the Board is based upon the total number of single-family residences @ 1.0 EDU/single family residence. If a community swimming pool or bathhouse is planned, additional Water Availability approval from the Board will be required and additional Water Connection Fees will be assessed. If entryway or other community irrigation systems are planned, these will also require additional Water Availability approval from tbe Board and additional Water Connection Fees will be assessed. . Commercial Curb Cut approval will be required for the Community Amenity Area (Common Area F). . Temporary Construction Entrance (if applicable and iflocated at a location other than planned permanent entrances) . Please be advised that any open cuts of existing perimeter-dedicated streets will require separate Board of Public Works and Safety approval. . Any permanent improvement (including irrigation systems) to be installed within dedicated right of way or dedicated easements. This approval would require a Consent to Encroach Agreement between the Owner and the City of Carmel. . Secondary Plat approval. . Right of Way Dedication (if applicable) A schedule for Board of Public Works and Safety meeting dates and agenda deadlines was previously sent for your use. Please use the Engineering Department deadlines for submissions to the Board. Any submission to the Board reqllires 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 reqllests to be placed on the Board's agenda must inclllde the DEPARTMENT OF ENGINEERING ONE CMC SQUARE, CARMEL, IN 46032 OFFICE 317.571.2441 FAX 317.571.2439 EMAlL engineering@cLcarmel.in.us " o u appropriate Docket Number and the date (or dates) of approval by the Plan Commission and/or the Board of Zoning 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 in writing and be accompanied by a drawing reflecting requested revisions. Final drawings will not be approved for construction until all Engineering Department, Carmel Utilities 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 ~ity Engineer and by Carmel Utilities. The eight-sets will then be sent to the Hamilton County Surveyor's Office for approval and signatures. Three approved 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. 0 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 Sign requirements BONDING REOUIREMENTS 9. Upon initial review, it appears the following bonding requirements may apply to this project: Performance GuaranteeslEngineer's Estimates Individual Performance Guarantees will be required for the following subdivision improvements: . Interior Streets (Base, Binder and Surface. The asphalt surface may not be bonded separately from the stone base and asphalt binder.) . Perimeter Roads/Streets Right of Way Improvements if applicable (right of way pavement including accel, decel, passing blister, 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 - Builders lots concrete sidewalks within dedicated right of way Exterior - All other including concrete sidewalks/asphalt paths in dedicated right of way adjacent to common areas and/or perimeter streets. Storm Sewer/Storm Drainage bonding (including sub surface drains) will be under the jurisdiction of the Hamilton County Surveyor's Office. They will also require bonding for Monuments & Markers. Sanitary sewers are under the jurisdiction of the Clay Township Regional Waste District. 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 Enl!ineers Estimates for each improvement includinl! unit costs, Quantities, materials and types of materials, etc. This office is to be provided with this detailed estimate prior to submission to the Owner/Developer. Upon o u 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. Performance Guarantees may be Performance or Subdivision Bonds or Irrevocable Letters of Credit. Please reference previous enclosures for more detailed explanation of our procedures. Right of Way Permit and Bonding Any work in the dedicated right of way of Towne Road or 14151 Street 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 amountof$2,000.00 per instance of work in the right of way. Any open cut in the pavement of either Towne Road or 14151 Street will require separate Board of Public Works and Safety approval. 10. We have engaged Crossroad Engineers, PC to review all drainage plans and drainage calculations submitted to this office for review. We will share Crossroad's comments as they are received. When construction plans are submitted for review for this development, please provide 2-sets of plans and calculations to allow us to send the extra set to Crossroad to save some time in the review process. AVAILABILITY AND CONNECTION FEES 11. Availability (acreage) Fees must be paid after all other Engineering Department requirements have been satisfied and prior to the start of construction activities. Availability Fees are based upon total platted acreage for the development at the current rate of$l,OlO.OO per acre (Water Availability Fee). Based upon the secondary plats' indicated acreage, the following Water Availability Fees would apply: 32.679 Acres @ $l,OlO.OO/Acre = $33,006.00 Connection Fees are currently $1,310.00 for water per single-family residence. Connection Fees are paid when the infrastructure has been complete, satisfactory test results obtained and the subdivision has been released for 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. CONSTRUCTION DRAWING COMMENTS 12. Any off-site easements necessary for installation of utilities must be secured prior to the Department of Engineering approving the drawings. 13. ADA ramps are required at all locations where the sidewalks or asphalt paths cross the streets. 14. Please indicate and label the street width and right-of-way width ofTullamore Court on Sheet CI02. 15. Where is the horizontal curve data located on the construction plans? 16. Please indicate and label the curb return radii at each of the intersections. 17. All lots adj acent to side yard easements should be wide enough such that there is no encroachment in the easements. 18. At the entrance, you may provide a maximum width of 10 feet for the median and a maximum width of 18 feet for each of the lanes. 19. On street plan-profile sheets, please add the Department's standard cover note. 20. Please show water mains, sanitary, and storm on profiles. 21. Please revise passing blister dimensions such that deceleration taper is 150 feet long. 22. 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 and 141st Street. Auxiliary lanes shall be measured from the edge of the IS-foot travel lane. Please add a note to the site plan that all existing pavement shall be sawcut to a clean edge where new pavement (for widening or for auxiliary lanes) is to be installed adjacent to existing pavement. Any new 'j o u pavement placed in the Towne Road or l4lst Street rights-of-way for widening, for auxiliary lanes and for each entrance up to the mainline right-of-way limit 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. 23. The City typically requires 1" milling with 1.5" HAC. #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. The roadway would then also need to be 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 and appropriate reference in the legend. - 24. Please indicate the curb return radius at the entrance. The curb return radius must be a minimum of 40 feet. 25. Please provide a Maintenance of Traffic plan. 26. Please add the following note to the Traffic Control Plan: "SIGNS ARE INSTALLED BY THE CITY AND REQUIRE AN ORDINANCE." 27. Please add the following note to the water plan: ''THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURBS, OR SIDEWALKS." 28. Please add the Department's standard backfill and cover requirements to the water and sanitary plan-profile sheets. 29. Please revise the pavement section on Sheets C30l and C80l to the following: 1.5 inches HMA #11 surface on 2 inches HMA #8 binder on 3 inches HMA #5D base on 7 inches #53 stone. 30. The location of the subsurface drain in relation to the joint between the mainline pavement and curb is shown incorrectly on the typical cross-section. Please revise so that it conforms to the City standard detail. 31. Please add the following note to the sidewalk detail on Sheet C80l : "SIDEWALK BUILT WITH DRIVEWAYS SHALL HAVE MINIMUM THICKNESS OF 6" OR THICKNESS OF DRIVEWAY, WHICHEVER IS GREATER." 32. 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. 33. Please remove Sheets LlOl-Ll05, and L20l-L204 from plans submitted to Department of Engineering for approval. These comments represent the Department of Engineering's initial review of the construction plans for this project. We request that all responses to our comments be provided in writing. Failure to provide written responses may result in the delay of the review process. It is critical that our office be made aware of all modifications made on the plans being resubmitted, 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. All bonds and performance guarantees must be posted prior to Engineering Department approval of construction plans. Also, Board of Public Works and Safety approvals and any other governing agency approvals (if required) must be obtained prior to Engineering Department approval. The Department reserves the right to provide additional comments based on subsequent reviews and on the grading and drainage system upon receipt of drainage calculations. These comments may affect the drainage system layout presented on the construction plans. ., Q Q If you have questions, please call me at 571-2441. Sincerely, Nicholas J ~dden, P.E j, ~ Plan Review Coordinator Department of Engineering cc: Matt Griffm, Department of Community Services John Duffy, Carmel Utilities Paul Pace, Carmel Utilities Greg Hoyes, Hamilton County Surveyor's Office Greg Ilko, Crossroad Engineers Estridge Development Co., Inc. Project File Engineering Department Review S:\DHILL\PROJREV05\MURPHYHALLl Q o CITY OF CARMEL DEPARTMENT OF COMMUNITY SEVICES FACSIMILE TRANSMITTAL SHEET J. Cort Crosby FROM: Angie Conn, City Planner TO: COMP ANY: Schneider Corp. DATE: 7/14/2005 826-7300 TOTAL NO. OF PAGES INCLUDING COVER: ,2.. FAX NUMBER: PHONE NUMBER: RE: Murphy Hall, Sec 1 o URGENT 0 FOR REVIEW o PLEASE COMMENT 0 PLEASE REPLY o PLEASE RECYCLE NOTES/COMMENTS: See you at the TAC meeting July 20! Yau can email me at aconn@carmel.in.gov Sincerely, Angie Conn Planning Administrator Division of Planning & Zoning Department of Community Services City of Carmel One Civic Square Carmel, IN 46032 P 317.571.2417 f 317.571.2426 As of June 1, the new website address will be www.carmel.in.gov and my new email will be aconn@carmel.in.gov ONE CIVIC SQUARE, CARMEL, INDIANA 46032 P 317.571.2417 . F 317.571.2426 ----c~~A.-1-6----.- ~C~7.~-.- '.. ....~ ' u ",U ./ C.8tJrmel , .-.- ~ 'RECENEU JUL , 3 2\}\}5 uocs July 11, 2005 J. Cort Crosby, PE The Schneider Corporation 8901 Otis Avenue Indianapolis, IN 46216-1037 RE: Murphy Hall SeCondary Plat TSC Job No.: 5076.001 \ Dear J. Cort Crosby: I have received and reviewed the materials for the above-mentioned project. At the present time, I see nothing in the plans that would hamper law enforce- ment efforts. If we can be of any further assistance to you, please contact us. Respectfully, ~~a~ Chief of Police \ MDF:vb cc: Dept. of Community Services (317) 571-2500 A Nationally Accredit rcement Agency Fax (317) 571-2512 l .. '" u u Griffin, Matt L From: Sent: To: Cc: Griffin, Matt L Tuesday, July 12, 20056:08 PM Tingley, Connie S Conn, Angelina V; Morrissey, Phyllis G; Hollibaugh, Mike P; Keeling, Adrienne M; Kendall, Jeff A; Brewer, Scott I; Hancock, Ramona B; Brennan, Kevin S; Littlejohn, David W; Anderson, Nathan K; Wold, Alexia K Docket No. Assignment: (SP) Murphy Hall Section One (05070010 SP) Subject: I have issued the necessary Docket Number for (SP) Murphy Hall Section One. It is the following: Docket No. 05070010 SP: Murphy Hall Section One SP Application Fee: $772.50 $103 per lot x 40: $4,120.00 Total Fee: $4,892.50 Docket No. 05070010 SP: Murphy Hall Section One The applicant seeks to plat 40 lots on 32.7 acres. The site is located at the NW corner of W. 14151 St. and Towne Road and is zoned S1/Residential. Filed by J. Cort Crosby of Schneider Engineering for Estridge Development Co. Inc. Petitioner, please note the following: 1. This item will be on the July 20,2005, agenda of the Technical Advisory Committee (TAC) agenda. 2. Mailed and published public notice does not need to occur. 3. Proof of Notice is not needed. 4. The Filing Fee must be paid on or before July 20, 2005. Failure to do such will result in this application being tabled to the August 17,2005, TAC agenda. 5. This item will be reviewed administratively. PETITIONER: refer to your instruction sheet for more detail. Mr. Crosby can be contacted at 317.826.7100 (fax: 317.826.7300). Thanks. Matthew Griffin, AICP Planning Administrator Department of Community Services City of Carmel One Civic Square Carmel, IN 46032 P 317.571.2417 f 317.571.2426 1 .. Q u CITY OF CARMEL Department of Community Services One Civic Square Carmel, IN 46032 (317) 571.2417 Fax: (317) 571-2426 Fax Phone: From: fVt, G t? IfF I N Pages: 2- Date: 7 (( '2- (oS To: Cov reV P'-7/"~ Fax: B2~\ 7g,DO Re: tJl vy~ tit U Szc-1 cc: o Urgent ~r Review 0 P.lease Comment 0 Please Reply o Please Recyele .....-:--r\ -~- I-;-~_ ~-\) ..-. /Y j' ;'','" 4;'7 :~ .. ;:~ Transmittal~: ~~\\\:'~').*~ :~~) h -d \ - ~~C~ /!;/ c n I r \'<2~'~>~ \ ',\ - /,/ Historic Fort Harrison, 8901 Otis Ave., Indianapolis, IN 46216-1037 . Telephone: 3171826-7100 . 800/898-0332.":'Fax:..:317-/826-7300 .www.theschneidercorD.com u u MATT GRIFFIN DEPARTMENT OF COMMUNITY SERVICES ONE CIVIC SQUARE CARMEL, IN 46032 DATE: JOB# PROJECT: RE: FAX# TELEPHONE: 7/5/2005 5076.001 MURPHY HALL, SECTION 1 WE ARE SENDING YOU: ~Attached Via: D Mail D Fed Ex D UPS ~ Courier D Pick Up D Other D Fax _Sheets I II, I' # Copies Date Description 2 SECONDARY PLAT AND CONSTRUCTION PLANS 1 SECONDARY PLAT APPLICATION AND FEES 1 DEVELOPMENT REPORT THE ABOVE ARE TRANSMITTED as checked below: D For approval D As requested D FOR BIDS DUE ~ For your use ~ For review and comment D Other REMARKS: FROM: J. C Crosby P.E. Project Engineer If enclosures are not as noted, kindly notify us at once. Offices in Indianapolis, Avon, Carmel, and Lafayette, Indiana