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HomeMy WebLinkAboutCorrespondence - TACOctober 12, 1997 Conn, Angelina V From: McNamee, Gary S [gary.mcnamee@duke-energy.com] Sent: Tuesday, November 18, 2008 4:26 PM To: Conn, Angelina V Subject: FW: Duke Energy approval letter Page 1 of 2 From: McNamee, Gary S Sent: Tuesday, November 18, 2008 4:15 PM To: 'cmay@vectren.com' Subject: Duke Energy approval letter Duke Energy Duke Energy Corporation 2727 Central Ave Columbus, IN 47201 812-375-2351 November 18th Charlotte May Vectren Energy P.O. Box 1700 Noblesville, IN 46061 Reference: Stafford Place 1, 2" Gas Main Dear Ms. May, I have reviewed your request to use our easement near structure # 814-1312, carrying our 69,000 volt transmission line. Duke Energy does not object to your use of this easement as shown in the sketch drawing you submitted to Duke Energy. This drawing is labeled "Stafford Place 1, Map # 54- 308,DWG.CMAY 11/11/08, job # 1224778. If possible, I would like to receive a copy of your finalized plans for this project so that we may record it in our records. You may send them in a pdf format via email. Please see the "Duke Energy Transmission Right of Way Guidelines and Restrictions" for any further guidance. Duke Energy offers the additional guidance to help you accomplish your work in a safe manner. and to protect the reliability of our transmission lines: • Contractors operating grading equipment should be instructed not to operate within 25ff of the poles or towers and the slope shall not exceed 4:1 on the right of way. No spoil dirt is to be placed within the Duke R/W limits. • Any damage to the line and or structures and claims due to the damage is the responsibility of the contractor/owner. 11/18/2008 October 12, 1997 Page 2 of 2 • Duke Energy encourages you to post signs reminding all drivers to make sure dump beds are completely lowered when crossing transmission R/W. Duke Energy also offers the following comments to ensure that other potential conflicts are not created during construction. • If there are design changes to any drawings that involve the right of way, Duke Energy would like the opportunity to review these changes for compliance. Proper clearances must be maintained. If any construction work by Duke Energy is required to maintain proper clearances, the cost will be the responsibility of the developer. In not objecting to the use of the easement for use as shown on the drawings, Duke Energy is not relinquishing the right to control and maintain the right-of-way as specified in the agreements. Any damage to the tower or lines and claims caused by the damage is the responsibility of the developer. It is the responsibility of the contractors to ensure all persons working near the transmission lines are made aware of the safety hazards associated with this line. I have attached a copy of the right-of-way restrictions. Thank you for the opportunity to work with you on this project. If you have any questions, please feel free to contact me at 812-375-2021. Sincerely Gary S. McNamee Asset Protection Associate Enclosure: R/W Restrictions, 11/18/2008 Q3P7D 57Y-2~gm October 13, 2008 ~~~~ Brandon T. Burke, PE The Schneider Corporation 8901 Otis Avenue Indianapolis, IN 46216-1037 RE: Stafford Place Section 1 Dear Mr. Burke: The information for the above-mentioned project has been received and reviewed. At the present time, I see nothing in the plans that would hamper law enforcement efforts. If we can be of any further assistance to you, please contact us. Respectfully, `~ c:~%~.a.eP~•~~a~t~ Michael D. Fogarty GD Chief of Police MDF:vb cc: Dept. of Community Services t~ ~~~~ w# l~ ~i A Nationally Accredit i~ : _~`-~riforcement Agency 9 ~ 1F,x (3A7- 57ll_25Il~ Conn, Angelina V From: Sent: To: Cc: Subject: Attachments stafford lane 9-10-08. pdf (48 ... Eric, David Lucas [del C~3co.hamilton.in.us] Wednesday, September 10, 2008 10:23 AM ebatt ~ schneidercorp. com Ron Morris; Conn, Angelina V; Foley, Amanda J; Ellison, Christopher M; Holmes, Christine B; Klingensmith, David W; Littlejohn, David W; Duncan, Gary R; Duffy, John M; Fogarty, Michael D; Westermeier, Mark; Redden, Nick; Brewer, Scott I; Krueskamp, Theresa A; Akers, William P; Hohlt, William G; Ron Farrand; Brooke Gajownik; Greg Hoyes; Jason LeMaster; Robert Chadwell; Gregory Ilko; Ryan Hartman; Shively Hunter; Jason Kirkman; Chuck Shupperd; Jennifer Marlett Stafford Lane stafford lane 9-10-OB.pdf Attached are the comments for the revised plans. Feel free to contact me if you have any questions. I found a minor issue after my comments were complete. On Sheet C301, the median closure calls for a curb and gutter with reverse slope. It should just be Concrete Curb per the standard detail, without gutter. Thanks Eric. Sincerely, David E. Lucas HCHD Staff Engineer/Road 1700 South 10th Street Noblesville, IN 46060 (317) 770-4474 - Direct Line (317) 773-7770 - Office (317) 776-9814 - Fax e-mail: del@co.hamilton.in.us website: www.co.hamilton.in.us 1 ~J~y of N4~'~z HAMILTON COUNTY ` HIGHWAYDEPARTMENT S9rF OF \N~ P=P September 10, 2008 Mr. Eric Batt The Schneider Corporation 8901 Otis Avenue Indianapolis, IN 46216-1037 RE: Stafford Lane Entrance Revised Secondary Plat /Construction Plans S of 146th Street / W of Gray Road Clay Township Dear Mr. Batt: This letter serves to acknowledge receipt of a transmittal received 9/5/08 containing the Revised Secondary Plat and Revised Construction Plans for review. After reviewing the plat and plans the Highway Department has the following comments utilizing the same numbering system as previous correspondence: 1. OK. 2. When the Right-of-Way east of the entrance has been obtained, please provide a completed dedication form to the Highway Department for acceptance. I have attached that dedication form. 3. OK. The entrance, 146"' Street pavement section, must be installed to the curb transition prior to access being allowed to 146`" Street. Beyond the curb transition, stone may be used during construction. 4. OK. 5. OK. 6. OK. 7. OK. 8. OK. 9. OK. 10. OK. You are required to provide an engineers estimate for the cost of the improvements and a permit bond in that amount. 11. Additional comments may be needed at a later date. 1700 South 10`" Strect Office (317) 773-7770 Noblesville, Ia. 46060 www.co.hamilton.in.us Fax (317) 776-9814 If you have any questions or comments concerning this letter, please feel free to contact me at anytime. Sincerely, David E. Lucas Staff Engineer DL:dI 09-10-08.a cc: Carmel TAC members G:IUSERS1de11Subdivisions\Clay\staffordlane 9-10-08 Conn, Angelina V From: David Lucas [del@co.hamilton.in.us] Sent: Thursday, September 04, 2008 10:40 AM To: Conn, Angelina V; Littlejohn, David W Cc: ebatt@schneidercorp.com Subject: RE: Stafford Lane, section 1 -path Angie, Good morning. In this instance, I have agreed to allow them to match the existing path. This is due to the existing width and the small amount of path to be installed. If you have questions, feel free to contact me. Sincerely, David E. Lucas HCHD Staff Engineer/Road 1700 South 10th Street Noblesville, IN 46060 . (317) 770-4474 - Direct Line (317) 773-7770 - Office (317) 776-9814 - Fax e-mail: del@co.hamilton.in.us website: www.co.hamilton.in.us »> "Conn, Angelina V" <ACOnn~carmel.in.gov> 9/4/2008 10:31 AM »> Thanks. I will forward this to eric batt. Angie From: Littlejohn, David W Sent: Wednesday, September 03, 2008 4:51 PM To: Conn, Angelina V Subject: RE: Stafford Lane, section 1 - path Angie, The path is technically under the County jurisdiction, but they usually abide .by our standards. The 10' asphalt path should be required. If the county has an issue with it we can discuss the options. Thanks David Littlejohn Alternative Transportation Coordinator Department of Community Services 1 Page 1 of 1 Conn, Angelina V From: Conn, Angelina V Sent: Thursday, September 04, 2008 10:31 AM To: Littlejohn, David W Cc: ebatt@schneidercorp.com;'David Lucas' Subject: RE: Stafford Lane, section 1 -path Thanks. I will forward this to eric batt. Angie From: Littlejohn, David W Sent: Wednesday, September 03, 2008 4:51 PM To: Conn, Angelina V Subject: RE: Stafford Lane, section 1 -path Angie, The path is technically under the County jurisdiction, but they usually abide by our standards. The 10' asphalt path should be required. If the county has an issue with it we can discuss the options. Thanks, David Littlejohn Alternative Transportation Coordinator Department of Community Services City of Carmel One Civic Sq Carmel, IN 46032 (317)571-2306 From: Conn, Angelina V Sent: Thursday, August 28, 2008 11:59 AM To: Littlejohn, David W Cc: ebatt@schneidercorp.com Subject: Stafford Lane, section 1 -path Hi David- just wondering if you are okay with the 6-ft wide path along 146^ street, per the county's standards or if it needs to be a 10-ft wide asphalt path per Carmel's alternative transportation plan. I think'the county has jurisdiction of the road right of way along 146'h street, but just wanted to check now, before the path is built. Thanks! Angie 9/4/2008 The Schneider Corporation Schneider Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Phone: 317.826.7100 Fax: 317.826.7200 INDIANA September 4, 2008 ~ [~ ,`y ' ~ Corporate Headquarters (' C~ Historic Fort Harrison 8901 O i A Steve Cook ~ ~~~. ~ ' s venue t City of Carmel Utilities q, Intlianapolis. IN 46216 3417 South Sherman Drive O ~~~9 O Toil-Free: 866.973.7100 Beech Grove, IN 46107 '~ Ctr Avon Office Building 1000 ?n <Y 5250 E US Highway 36 RE: Stafford Place Section 1 7T7 ~' Suite 250 Avon. IN 46123 Dear Greg, Cannel Office 12821 E New Market Street Please find enclosed one set of Secondary Plat and Site Construction Plans, Drainage Suite 301 Report, and landscape plans for Stafford Place, Section 1. The plans have been revised per Carmel. IN 46o3z your letter dated July 25, 2008. I have addressed each of your items individually with a Merrillville Office numbering system consistent to your letter. 9800 Connecticut Drive swte el-5D8 1. Noted, the service lines are located 5' from the lot center line. Merrillville. IN 46307 2. An 8" valve, reducer & temporary hydrant must be installed at the south end of the prOJOCt (LOt 41). west Lafayette Office 1330 Win Henschel Boulevard spite 100 If you have any questions or require additional information, please feel free to contact me at west Lafayette. IN a79o6 your convenience Sincerely, Iowa Ames office THE SCHNEIDER CORPORATION 1606 Golden Aspen Drive Suite 110 Ames. IA 50010 NORTH CAROLINA Brandon T Burke P E Charlotte Office . , . . 8001 Arrowridge Boulevard Project Manager Charlotte. NC 28273 Enclosure TENNESSEE Nashville Oirce 624 Grassmere Park Drive Suite 30 Nashville. TN 37211 R:\5k\5622\002\Docs\Scction I\Cook090408.doc The Schneider Corporation Schneider Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Phone: 317.826.7100 Fax: 317.826.7200 INDIANA September 4, 2008 Corporate Headquarters Historic Fort Harrison Gary McNamee B9o1 ous Avenue Asset Protection Associate Indianapolis. IN 46216 Duke Energy Indiana, Inc. toll-Free: 866.973.7100 Columbus, IN 47201 Avon Office Building 1000 5250 E US Highway 36 RE: Stafford Place Section 1 suae zso Avon, IN 46123 Dear Gary, Carmel Office 12B21 E New Market street Please find enclosed one set of Secondary Plat and Site Construction Plans, and landscape Suite 301 plans for Stafford Place, Section 1. The plans have been revised per your email dated August Carmel. IN 46032 13, 2008. I have addressed each of your items individually with a numbering system merralvale once consistent to your email. 9800 Connecticut Drive Suite B1-508 1. Noted. Please see sheet C101. A note has been added to place a marker near Merdllvule. IN 46307 storm structure 623. A general note has been added to the power line easement regarding the use of construction equipment. The existing power pole has been West Lafayette Office labeled. 1330 Win Hentschel Boulevard suite loo 2. Noted. Please see sheet C101. A note has been added to the power line easement West Lafayette, IN 47906 regarding the use of construction equipment per your comment. 3. Noted. Please see sheet C101. A note has been added to the power line easement regarding the use of construction equipment per your comment. IowA 4. Noted. Ames Office 5 Noted 1606 Golden Aspen Drive . . suite lio 6. Noted. Ames, IA 50010 If you have any questions or require additional information, please feel free to contact me at NORTH CAROLINA your COnvenlenCe. Charlotte Office 8001. Arrowridge Boulevartl Sincerely, Charlotte. NC 28273 THE SCHNEIDER CORPORATION TENNESSEE Nashville Office 624 Grasmere Park Drive ~~~~ Suite 30 Nashville, TN 37211 Brandon T. Burke, P.E. Project Manager Enclosure R:\Sk~5622\002\Docs\Seclion 1\McNamee090408.doc The Schneider Corporation Schneider INDIANA Corporate Headquarters Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 To I I-Free: 866.9 7 3.7100 Avon Otrice Building 1000 5250 E US Highway 36 Suite 250 Avon, IN 46123 Carmel Office 12821 E New Market Street Suite 301 Carmel. IN 46032 Merrillville Office 9800 Connecticut Drive Suite 61-508 Merrillville, IN 46307 West Lafayette Office 1330 Win Henschel Boulevard Suite 100 Wes[ Lafayette, IN 47906 IOWA Ames Office 1606 Golden Aspen Drive Suite 110 Ames. IA 50010 NORTH CAROLINA Charlotte Ofhce 8001 Arrowridge Boulevard Charlotte. NC 28273 TENNESSEE Nashville Office 624 Grassmere Park Drive Suite 30 Nashville. TN 37211. Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Phone: 317.826.7100 Faz: 317.826.7200 September 4, 2008 Angie Conn City of Carmel Department of Community Services One Civic Square Carmel. IN 46032 RE: Stafford Place Section 1 Dear Angie, Please find enclosed one set of Secondary Plat and Site Construction Plans, and landscape plans for Stafford Place, Section 1. The plans have been revised per your email dated August 7, 2008. I have addressed each of your items individually with a numbering system consistent to your email. 1. Noted, docket numbers 08050024 PP AMEND and 08070021 SP to the plat. 2. Noted, the owner's phone number was added to the plat. 3. Noted, the 75-ft half road right of way of 146th Street was labeled. 4. Noted, all instrument numbers will be added prior to submission for final review and signature request. 5. Noted, a location map was added to the plat. 6. Noted, please find enclosed correspondence with TAC members. 7. Noted, a landscape plan is being submitted to the Department and Urban Forester. 8. Noted, the sidewalks are 5 feet and the path along 146th Street is 6 feet. The path along 146th street is 6 feet to match the existing path system to the east and west. 9. Digital files of the plans and plat will be submitted upon verifying all TAC comments are addressed. 10. Noted. 11. Noted. Plans submitted represent review and response to all initial TAC comments. 12. Noted, we shall submit the plat and request signatures at a later date. 13. Noted. If you have any questions or require additional information, please feel free to contact me at your convenience. Sincerely, THE SCHNEIDER CORPORATION ~~-~~ Brandon T. Burke, P.E. Project Manager Enclosure R:~Sk15622\002\Docs\Section 1\Cann090408.doc The Schneider Corporation Schneider Historic Fort Harrison 8901 Otis Avenue Indianapolis. IN 46216-1037 Phone: 317.826.7100 Fax: 317.826.7200 INDIANA September 4, 2008 Corporate Headquarters Historic For[ Harrison Greg Hoyes 8901 Otis Avenue Hamilton County Surveyor's Office Indianapolis. IN 46216 One Hamilton County Square Toll-Free: 866.973.7100 Noblesville, IN 46060 Avon Oifce Builtling 1000 5250 E US Highway 36 RE: Stafford Place Section 1 Suite 250 Avon, IN 46123 Dear Greg, Carmel Office 12s21 E New Market street Please find enclosed one set of Secondary Plat and Site Construction Plans, Drainage Suite 301 Report, and landscape plans for Stafford Place, Section 1. The plans have been revised per Carmel. IN 46032 your letter dated August 13, 2008. I have addressed each of your items individually with a numbering system consistent to your letter. IVlerrillvdle office 9800 Connecticut Drive Suite B1-508 1. Noted, project falls within an incorporated area & MS4 jurisdiction of the City of Merrinvule, w 46307 Carmel. 2. Noted, the project does fall within a Carmel Wellhead Protection Zone. West lafayette OfFce 3. Noted, the project falls within the UG Mitchner regulated drain watershed. 1330 Win Henschel Boulevard suite 100 4. Noted, an indirect outlet permit is being processed and will be submitted to your West Lafayette, IN 47906 OffCe. ' 5. Noted. IowA If you have any questions or require additional information, please feel free to contact me at Ames Office ].606 Goltlen Aspen Drive your convenience. Suite ]10 Ames. IA 50010 Sincerely, NORTH CAROLINA THE SCHNEIDER CORPORATION Charlotte Office ~V~ 8001 Arrowridge Boulevard /~~L_ Charlotte, NC 28273 \ ` TENNESSEE Brandon T. Burke, P.E. Nashville Office Project Manager 624 Grasmere Park Drive swte 3o Enclosure Nashville. TN 37211 R:\6k\5622\002\Docs\Section IWoyes090408.doc The Schneider Corporation Schneider INDIANA Corporate Headquarters Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 To I I-Free : 866.973.7100 Avon Office Building looo 5250 E US Highway 36 Suite 250 Avon, IN 46123 Carmel Office 12821 E New Market Street Suite 301 Carmel, IN 46032 Merrillville Office 9800 Connecticut Drive Suite B1-508 Merrillville, IN 46307 West Lafayette Office 1330 Win Hentschel Boulevard Suite 100 Wes[ Lafayette. IN 47906 IOWA Ames Office 1606 Golden Aspen Drive Suite 110 Ames, IA 50010 NORTH CAROLINA Charlotte Office 8001 Arrowridge Boulevard Charlotte. NC 28273 TENNESSEE Nashville Office 624 Grasmere Park Drive Suite 30 Nashville, TN 37211 Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Phone: 317.826.7100 Fax: 317.826.7200 September 4, 2008 David Lucas Staff Engineer Hamilton County Highway Department 3417 South 1700 South 10'" Street Noblesville, IN 46060 RE: Stafford Place Section 1 Dear David, Please find enclosed one set of Secondary Plat and Site Construction Plans, and landscape plans for Stafford Place, Section 1. The plans have been revised per your letter dated August 4, 2008. I have addressed each of your items individually with a numbering system consistent to your letter. 1. Type A curb ramps have been specified on the Entrance Detail and a detail has been added to C802. 2. Noted. 3. Temporary construction entrance has been moved and barriers have been added to the Traffic Control Plan. 4. Revised notes per comment. 5. Structures 627 and 628 have moved further south, therefore the 8" curb is being transitioned at the radius points of the curb. 6. A Neenah casting R-3457-C2 or equivalent has been specified on the plans. 7. Raised pavement markers, white lane markings, and a stop bar have been added to the Traffic Control Plan. 8. Note has been added to plat. 9. One way sign has been added to Signage Plan. 10. Noted. Engineers estimate and permit bond upon completion of review. 11. Noted. If you have any questions or require additional information, please feel free to contact me at your convenience. Sincerely, THE SCH~NEIDE-R CORPORATION Brandon T. Burke, P.E. Project Manager Enclosure R:\Sk\5622\002\Docs\Section 1LL.ucas090408.doc The Schneider Co Schneider INDIANA Corporate Headquarters Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 Toll-Free: 566.973.7100 Avon Otce Builtling 1000 5250 E US Highway 36 Suite 250 Avon. IN 46123 Carmel Office 12821 E New Market Street Suite 301 Carmel, IN 46032 Merrillville Office 9800 Connecticut Drive Suite B1-508 Merrillville. IN 46307 West Lafayette Office 1330 Win Hentschel Boulevartl Suite 100 West Lafayette, IN 47906 IOWA Ames Office 1606 Golden Aspen Drive Suite 110 Ames, IA 50010 Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Phone: 317.826.7100 Fax: 317.826.7200 September 4, 2008 Amanda Foley City of Carmel Engineering Department One Civic Square Carmel, IN 46032 RE: Stafford Place Section 1 Dear Amanda, Please find enclosed one set of Secondary Plat and Site Construction Plans, and landscape plans (sent just for informational purposes) for Stafford Place, Section 1. The plans have been revised per your letter dated August 15, 2008. I have addressed each of your items individually with a numbering system consistent to your comment letter. GENERAL INFORMATION 1. Noted, the construction limits on C102 represents the mass grading portion of the construction activities, all seeding shown is temporary seeding to address the initial earth moving. The limits shown on C103 represents all construction activities, and includes the sanitary sewer construction to the south. Temporary and permanent seeding is indicated for post construction. 2. The Construction and Post Construction sequencing notes have been updated per comments. Please note the O&M manual is being coordinated with the developer for signatures and will be submitted shortly. NORTH CAROLINA charlotte office If ou have an uestions or re uire additional information, lease feel free to contact meat y y q q P 800]. Arrowridge Boulevartl your convenience. Charlotte, NC 28273 Sincerely, TENNESSEE THE SCHNEIDER CORPORATION Nashville Office 624 Grasmere Park Drive Suite 30 ~ Nashville. TN 37211 _ ~ ~ ~ Brandon T. Burke, P.E. Project Manager Enclosure R:ISk\5622\002\Docs\Section 1\Foley090408.doc 4 The Schneider Corporation Schneider Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Phone: 317.826.7100 Fax: 317.826.7200 INDIANA Corporate Headquarters Historic Fort Harrison 8901 Otis Avenue Intlianapolis, IN 46216 To I I-Free: 866.9 73.7100 Avon Office Building 1000 5250 E US Highway 36 Suite 250 Avon, IN 46123 Carmel Office 12821 E New Market Street Suite 301 Carmel. IN 46032 Merrillville Office 9800 Connecticut Drive Suite Bi-508 Merrillville, IN 46307 West Lafayette Office 1330 Win Henschel Boulevard Suite 100 West Lafayette, IN 47906 IOWA Ames Office ].606 Golden Aspen Drive Suite 110 Ames. IA 50010 NORTH CAROLINA Charlotte Office 8001 Arrowridge Boulevard Charlotte. NC 28273 TENNESSEE Nashville Office 624 Grasmere Park Drive Suite 30 Nashville, TN 37211 September 4, 2008 Nicholas J. Redden City of Carmel Engineering Department One Civic Square Carmel, IN 46032 RE: Stafford Place Section 1 Dear Nick, Please find enclosed one set of Secondary Plat and Site Construction Plans, Drainage Report, and landscape plans (sent just for informational purposes) for Stafford Place, Section 1. The plans have been revised per your letter dated August 15, 2008. I have addressed each of your items individually with a numbering system consistent to your comment letter. GENERAL INFORMATION 1. Noted, the comments represent the department's first review. 2. Noted, all responses to comments will be made in writing. 3. Noted, all modifications of the construction plans resulting from reviewing parties will be noted at the end of our response letters or copies of their review and responses will be provided. 4. Noted, we have received Crossroad Engineer's comments dated August 20, 2008 and the revised plans address their review. 5. Noted. 6. Noted. 7. Noted, we are working with Amanda Foley on review and approval of the project to obtain a Stormwater Permit. 8. Noted, the contractor shall secure the right-of-way permit once construction plans are reviewed and approved by the Engineering Department. 9. Noted. 10. Noted, digital files shall be submitted once review is completed by all TAC agencies. 11. Noted. 12. Noted. 13. Noted, we are working with the City of Carmel Utilities and the revised construction plans submitted include their review comments. 14. Noted. 15. Noted. BOARD OF PUBLIC WORKS AND SAFETY 16. Noted. 17. Noted. 18. Noted. 19. Noted, we are working with the Hamilton County Highway Department for approval of the entrance on 146th Street. These revised construction plans include their review comments. 20. The temporary construction entrance was moved to the permanent entrance location R:\Sk\5622\002\DOCS\Secfion !\Redden090408.doc l The Schneider Schneider Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Phone: 317.826.7100 Fax: 317.826.7200 INDIANA on 146th Street per the Hamilton County Highway Department. We are working with Corporate Headquarters HCHD to secure approvals. Historic Fort Harrison 21. Noted. 8901 Otis Avenue 22. Noted Indianapolis, IN 46216 23. Noted. Toll-Free: 866.973.7100 24. Noted. Avon Office Building 1000 BONDING REQUIREMENTS 5250 E US Highway 36 suite 2so 25. Performance Gaurantees will be submitted once the final review has been completed Avon, IN 46123 by the Engineering Department. Carmel Office 26. Noted, Engineer's estimates will be submitted once the final review has been lzsu E New Market streec completed by the Engineering Department. mire 301 27. Noted. Carmel, IN 46032 28. Noted. 29. Noted. Merrillville Office 9800 Connecticut Drive Suite 81-508 RIGHT OF WAY PERMIT AND BONDING Merrillville, IN 46307 30. Noted. West Lafayette Office 31 Noted 1330 win Hentschel Boulevard . . suite 100 32. Noted, the contractor shall secure the applicable right of way permits once the all west l afayette, w 47906 review and approvals have been completed by TAC members. 33. Noted. 34. Noted. Iowa 35. Noted. Ames Office 36 Noted 1606 Golden Aspen Drive . . Suite 110 Ames, lA 50010 CONSTRUCTION DRAWING REVIEW COMMENTS NORTH CAROLINA 37. Noted. , Charlotte Office 38. Noted. cool Arrowridge Howevard 39. Please see sheet C802, the maximum spacing of transverse contraction joints is 10' charlotte. Nc 2s273 on tangents and 5' on radii. 40. Noted. TENNESSEE 41. See responses below. Nashville Office a. Revised Note. 624 Grasmere Park Drive b. -Revised Note. suite 3o c. Added Note. Nashville, TN 37211 d. Added Note. e. Added Note. 42. Seeding limits have been adjusted to encompass the area to be disturbed during the installation of the sanitary and storm sewer. The roadway is not to be cut at this time. 43. Noted, the note was added to sheet C601. 44. Noted, the detail on sheet C802 was revised per comment. 45. Noted, details were deleted and revised per comment. 46. The drainage easements provided for the storm sewer are 20 feet as previously shown on the Primary Plat and overall construction plans. 47. Noted. 48. Noted. R:\Sk\5622\002\Docs\Sec[ion IV2edden090408.doc ~' ' The Schneider Corporation Schneider Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Phone: 317.826.7100 Fax: 317.826.7200 INDIANA Corporate Headquarters If you have any questions or require additional information, please feel free to contact me at Historic Fort Harrison your convenience. 8901 Otis Avenue Indianapolis, IN 46216 Sincerely, Tol I-Free: 866.973.7100 Avon office THE SCHNEIDER CORPORATION Building 1000 5250 E US Highway 36 ' ~~~^~~< Suite 250 Avon. IN 46123 Carmel Office Brandon T. Burke, P.E. lzsu E New Market street Project Manager Suite 301 Carmel. IN 46032 Enclosure Merrillville Office 9800 Connecticut Drive Suite Bi-508 Merrillville. IN 46307 West Lafayette Office 1330 Win Hentschel Boulevard Suite 100 West Lafayette, IN 47906 IOWA Ames Office 1606 Golden Aspen Drive Suite 110 Ames. IA 50010 NORTH CAROLINA Charlotte Once 8001 Arrowritlge Boulevartl Charlotte, NC 28273 TENNESSEE Nashville Office 624 Grasmere Park Drive Suite 30 Nashville. TN 37211 R:\6k15622\002\DocslSection IU2edden090408.doc r. Schneider INDIANA Corporate NeadquaRers Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 Tol I-Free: 866.973.7100 Avon OHice Building 1000 5250 E US Highway 36 Suite 250 Avon. IN 46123 Carmel Office 12821 E New Market Street Suite 301 Carmel, IN 46032 Merrillville Office 9800 Connecticut Drive Suite BS-508 Merrillville, IN 46307 West Lafayette Office 1330 Win Hentschel Boulevartl Suite 100 Wes[ Lafayette, IN 47906 Iowa Ames Office 1606 Golden Aspen Drive Suite 110 Ames. IA 50010 NORTH CAROLINA Charlotte Office 8001 Arrowritlge Boulevartl Charlotte. NC 28273 TENNESSEE Nashville Office 624 Grasmere Park Drive Suite 30 Nashville. TN 37211 The Schneider Corporation Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Phone: 317.826.7100 Fax: 317.826.7200 September 4, 2008 Greg Ilko Crossroad Engineers, PC 3417 South Sherman Drive Beech Grove, IN 46107 RE: Stafford Place Section 1 Dear Greg, Please find enclosed one set of Secondary Plat and Site Construction Plans, Drainage Report, and landscape plans for Stafford Place, Section 1. The plans have been revised per your letter dated August 20, 2008. I have addressed each of your items individually with a numbering system consistent to your letter. 1. See responses below a. Denoted emergency flood routing path with an arrow. b. Drainage summary is shown on C805 on Section 1 plans and C804 for Section 2 and 3 plans. c. See C101 on Section 1 plans and C102 on Section 2 plans for pond outlet information. d. Not all lots have pads. Lots that will be constructed with pads have the pad elevations shown. See General Note #15 on Development Plan for flood protection grade note. 2. Hydraulic grade line calculations have been added in the drainage report. 3. An exhibit showing the offsite drainage path from 2' Hamilton County GIS contours for Pond 1 has been inserted into the drainage report. Aker a visual site inspection, Greg Hoyes of the Hamilton County Surveyor's Office approved the location of the Pond 1 outlet. The Hamilton County Surveyor's Office was unable to produce a drainage report for Wedgewood Section 2 that would supply drainage basin and storm pipe information downstream from the beehive the subject site ties into. Therefore, since the release rate has been reduced, it can be assumed that the existing storm sewer will have adequate capacity. 4. See General Note #15 on Development Plan for flood protection grade note. Lowest Adjacent Grade elevations for lots adjacent to the ponds are listed with the other pond elevation information. 5. Proposed condition curve numbers have been revised to be the next less infiltrating capacity category as compared to the existing condition curve numbers. 6. Both ponds have a 12" outlet pipe with a 6" restrictor plate orifice at the pond outlet. During the 10-year storm event, the developed release rate is not lower than the allowable, but since the minimum orifice size is 6", the developed release rate is accepted. During the 100-year storm event, both ponds could have a larger than 6" orifice in the restrictor plate and have the developed release rate still lower that the allowable release rate. Each pond outlet will have a 6" outlet however, in order to lower the developed release rate of the 10-year storm event. Therefore during the 100-year storm event, both ponds are slightly over-detaining what they are required to. R:\Sk\5622\002\Docs\Section I\IIka090408.doc r '~-';~ „ ~: ~,.:. . . . ....... : . ... :. ~ ,.; .,.:. ,. „ ..: ~ .. :..: rliF.r~'".r.Y°4:a 2c"u,wwwschneidercdrp:comtdl •l ,' . The Schneider Corporation Schneider Historic Fort Harrison 8901 Otis Avenue Intlianapolis, IN 46216-1037 Phone: 317.826.7100 Faz: 317.826.7200 INDIANA 7. The City of Carmel Engineering Department has stated that the limits of the Corporate Headquarters topographic survey will be sufficient. An exhibit showing the offsite drainage path Historic For[ Harrison from 2' Hamilton County GIS contours for Pond 1 has been inserted into the drainage 8901 Otis Avenue report. Indianapolis, IN 46216 g, An exhibit showing the offsite drainage path from 2' Hamilton County GIS contours for roll-Free: B6s.973.710o pond 1 has been inserted into the drainage report. After a visual site inspection, Greg Avon OHice Hoyes of the Hamilton County Surveyor's Office approved the location of the Pond 1 Buuding looo outlet. 525o E us Highway 36 g. Per a meeting with Gary Duncan of the City of Carmel Engineering Department on Suite 250 9/19/07, the method for calculating release rates is sufficient because the directly Avon. IN 46123 discharged watershed basins are included in the proposed release rates and the Carmel Office timing of the peak discharge of the ponds and direct discharge basins are taken into 12821 E New Market Street consideration. suite 301 10. An exhibit showing the offsite drainage path from 2' Hamilton County GIS contours for Carmel, IN 46o3z Pond 1 has been inserted into the drainage report. 11. Top of bank elevation for Pond 1 has been raised to achieve 2' of freeboard. Merrillville Office 9800 Connecticut Drive 12. The Hamilton County Surveyor's Office was unable to produce a drainage report for Svite 81-508 Wedgewood Section 2 that would supply drainage basin and storm pipe information Merrillviue, IN 46307 downstream from the beehive the subject site ties into. Therefore, since the release rate has been reduced, it can be assumed that the existing storm sewer will have West Lafayette Office adequate capacity. 133o win Heniscnel Boulevard 13. Per a discussion with Ga Duncan of the Ci of Carmel En Ineerin De artment on ry ty 9 9 p Suite 100 West Lafayette. IN 47906 9/19/07, the method for calculating release rates is sufficient because the directly discharged watershed basins are included in the proposed release rates and the timing of the peak discharge of the ponds and direct discharge basins are taken into IOWA consideration. Ames Office 14. Swale radin has been revised to meet re uirements. g g q 1606 Golden Aspen Drive suite 110 15. Revised structures 635 and 643 to get 2.5' of cover over pipes. Requesting Ames. IA 50010 permission from City Engineer for cover at structures 608, 665, and 666. If you have any questions or require additional information, please feel free to contact me at NORTH CAROLINA your convenience. Charlotte Office 8001 Arrowridge Boulevard Charlotte. NC 28273 Sincere ly, THE SCHNEIDER CORPORATION TENNESSEE Nashville Office 624 Grasmere Park Drive Suite 30 //~~ (~~--~~ \ I ) Nashville. TN 37211 J Brandon T. Burke, P.E Project Manager Enclosure R:ISk\5622\002\DocslSection IVIko090408.doc Page 1 of 2 Conn, Angelina V From: Duncan, Gary R Sent: Wednesday, August 27, 2008 12:33 PM To: 'Eric Batt' Cc: John Waits; Conn, Angelina V; Hollibaugh, Mike P; McBride, Mike T Subject: RE: Stafford Lane, Section 1 -- TSC 5622 002 -Drainage Easement Eric, Since this issue has not been raised in the past, I admit that I am struggling with bringing it up so late in the process. However, it is a standard that was in place at the time of all filings and it cannot be ignored With that said, please confirm that providing the 30-foot easement will be a detriment to the project. We would like this width easement wherever it can reasonably be provided but will consider a reduced width. Gary From: Eric Batt [mailto:ebatt@schneidercorp.com] Sent: Tuesday, August 26, 2008 2:58 PM To: Duncan, Gary R Cc: John Waits Subject: RE: Stafford Lane, Section 1 -- TSC 5622 002 -Drainage Easement Gary This is a follow up to my telephone message I left you earlier this afternoon. Have you made a decision concerning the width of the drainage easement? Providing a 30' wide easement had never been mentioned prior to the 08/15/08 comments. Both primary plats & the last set of construction plans indicated a 20' easement. Thanks ~~ Schneider Eric W Batt PE Project Manager The Schneider Corporation Direct 317 826 7224 www. schneidercorp. com From: Duncan, Gary R [mailto:gduncan@carmel.in.gov] Sent: Friday, August 22, 2008 3:04 PM To: Redden, Nick. Cc: Eric Batt Subject: RE: Stafford Lane, Section 1 This is something that we will need to discuss and decide if a variance is required due to the fact that no comment was provided previously. I assume that the previous plans that were ready to be approved did not 8/27/2008 Page 2 of 2 indicate 30-foot easement over the storm sewers? Section 306 of the Storm Water Technical Standards is where this standard is presented. Gary From: Redden, Nick Sent: Friday, August 22, 2008 2:58 PM To: Duncan, Gary R Cc: 'ebatt@schneidercorp.com' Subject: Stafford Lane, Section 1 Gary, On our most recent review of the construction plans for the above, you made the comment that all drainage easements provided for storm sewer shall be thirty feet. That comment was included in the letter for the August 20, 2008 TAC meeting. Eric phoned this afternoon to question that comment. Nick 8/27/2008 August 20, 200$ 15S Submittal Mr. Eric W. Batt, P.E. The Schneider Corporation Historic Eort Harrison 8901 OCis Avenue Indianapolis, IN 46216-1037 Via FAX 317-826-7200 Re: SCafford Lane, Section 1, 2 and 3 Technical Advisory Committee Engineering Review far 6evelopment Rrair Dear Mr. Batt: v RF~F~ t%1 ¢ x'008 oocs The stormwater review of the proposed construction plans and drainage calculations for the above referenced project has bean completed. The submittal is in need of additional information in order to be in compliance with the City of Carmel Stormwater Technical Standard Manual (the manual). Please revise the plans in accordance with the tonunents krelow. General tall sections): 1. Per Section 102.02.xi. of the manual, please provide the following information on the development plan: a. Emergency flood routing path(s) and their invert elevations from detention facilities to the receiving system. b. A drainage summary, which summarizes the basic conditions of UJe drainage design, including site acreage, off-site/upstream acreage, allowable release rates, post- iieveloped 10-year, and 100-year flot~~s leaving the site, volume of detention required, volume of detention provided, and any release rate. c. If a storm sewer or similar type of system is used, provide details showing connection to the main system or method of discharge into stream or reservoir, distance to scream outlet. d. The elevations at each corner of every lot, all grade breaks (in swales, or lags and streets), a rrJinlmum pause pad elevation for each lot or block, and the Rood protection grade for each lot or block. 2. Per Section 102.03.i.d of the manual, pipe sizing calculations shall include hydraulic grade line calculations. Please review and revise. 3. Per Section 102.63.ii.h of the manual, please prpvide a narrative end photographic record of the condition of the downstream receiving system and a report ofthe expected impact of the development's stormevater runoff or any receiving stream or downstream property. 4. Please. review Section 104.02 0(the manual for the minimumelevation requirements Por the mlriimum flood protection grade and finished floor elevation, as well as the lowest adjacent grade where applicable. Staf@td Lane, Sections 1, X.and 3 Ftr~ Srhnrlder Cor}IbrAtlon august 2t), 208 Pageiaf 3 3+it7 South 5liennHn nr. kT neoCh Girure, IN1 Abtn7 F€ 7k1 3i %•7E9n•1555 0 Fax 317.7 EID~65~5 5. Per Section 201.03 of the manual, for the purpose of determining the post-developed conditions curve numbers, due to significant disturbance to the upper soil layers during the construction activities, the initially determined hydrologic soil group for disturbed areas should be changed to the next less infiltrating capacity category (i.e., A to B, B to C, and C to D). Please review and revise accordingly. 6. Please include in the drainage report those calculations that demonstrate that the detention volume for each pond is adequate in accordance with Section 302.03. Although Section 302.06, paragraph 7, provides for the minimum orifice size, calculations must still be provided to show the pond meets the requirements of Section 302.03. In addition, the actual orifice size is to be used to determine the secondary outlet elevation for the offsite areas, as well as the 100-year pond elevation, in accordance with Section 302.05 of the manual. Section 1: 7. Per Section 102.02.v of the manual, if the project site is greater than two (2) acres in total land area, the topographic map shall include all topography of land surrounding the site to a distance of at least two hundred (200) feet. Additional topography in excess of two hundred (200) feet may be required for the offsite route for the outlet control structure. Please review and revise. 8. Per Section 102.03.fi.h of the manual, for Pond ql, please provide a narrative and photographic record of the condition of the downstream receiving system and a report of the expected impact of the development's stormwater runoff or any receiving stream or downstream property. The existing offsite Swale as referenced to in the drainage report appears to beat least 350 feet east of the outlet point of the control structure. 9. Per Section 302.03 of the manual, the computed release rate for each outlet point shall not be exceeded at the respective outlet point even if the post developed conditions would involve a different arrangement of outlet points. The actual discharge rates at the outlet for each detention area shall be the allowable discharge rates (EX 2 & 4) less the direct discharge rates (DIR 1 &DIR 3) at those same locations. Please review and revise. 10. Per Section 302.12 of the manual, the flow path from the development outfall(s) to a regulated drain or natural watercourse (as determined by the City of Carmel) shall be provided on an exhibit that includes topographic information. The construction plans and topographic survey provided do not provide any information for the outflow path for Pond tfl. Please review and revise accordingly. See items 1 and 2 above. 11. Hamilton County Standard Plan shown on Plan Sheet C806 shows a 2-foot minimum freeboard from the 100-year pond elevation to the top of bank, whereas the typical Pond Hi Section immediately below it shows a freeboard depth of only 1.69 feet. Please review and revise. StaHOrd Wne, Sections 1, 2 and 3 The Schneider Corparatlon August 30, 2008 Page 2 of 3 Sections 2. 3: 12. Additional (as-built) information in accordance with Section 1O2.g2 xi is required to show that the discharge from lake #t2 does not overburden the exisking downstream structures, and the outlet from this flow path outfalls Co a regulated drain or natural watercourse (as determined by the City of Carmel). Please review and revise accordingly. 13. Per Section 302.03 of the manual, the computed release rate for each outlet point shall not be exceeded at the respective outlet paint even if the post developed conditions would involve a different arrangement of outlet polnks. The actual discharge rates at the outlet far each detention area shall be the allowable discharge rates (EX 8) less the direct discharge rates (DIR 2) at those same locations. Please review and revise. 14. Per Section 3O2.g3, paragraph $, of the manual, the maximum length of rear and side lot swales before reaching any inlet shall not exceed 3qq feet ar convey water from more than 3 residential lots, whichever is shorter. The Swale hehind lots 19 through 22, inclusive, exceeds both the maximum length and maximum number of lots. Please review and revise as necessary. 15. Per Section 501.03 of the manual, there should be no less than 2S feet of cover along any part of itre pipe from final pavement elevation or final ground surface elevation to the top of the pipe. Reinforced concrete pipe storm sewer minimum cover heights which are less than those described shall be evaluated on a case by case condition and approved only with written permission by the City Engineer. Please review and revise. Please include with your submittal, one (1) copy of the comments indicating the action taken ar a written explanation for action not taken. Construction plans and drainage calculations are not to be re- submitted without implementing changes with respect to any and all review comments from the City of Carmel and [he Hamilton County Surveyor's Office. The comments and plans may be submitted to my attention at the following address: CrossRaad Engineers, P.C. 3417 South Sherman grive. t3eech Grove, IN 46107 Please contact me at (31?) 780-1SS5 ext. 112 witty any questions. Sincerely, copy: Gary Ormcan, City of Carmel Assistant Engineer Greg Hoyes, Hamilton County Surveyors Office file 5raltord lane, Sections 1, 2 and'3 The Stfine7dBr Corporation Augun 20, 2008 Page 3 of 3 .._ ~. August I5, 2008 Mr. Eric W. Ban, PE The Schneider Corporation Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 RE: Stafford Lane Residential, Section t-Project Review #1 Dear Mr. Batt: The City has received the construction plans for this project dated July 17, 2008 to be reviewed at the August 20, 2008 Technical Advisory Committee meeting. This letter is being issued as a supplement to any previously issued letters regarding Stafford Lane. Some comments from previous review letters may be repeated. We offer the following comments: GENERAL INFORMATION 1. These comments represent the Department of Engineering's first review of the Section t construction plans after phasing of the subdivision. 2. We request that all responses to our comments be provided in writing and be accompanied by a drawing reflecting the requested revisions. Failure to provide written responses may result in the delay of the review process. 3. It is critical that this office be made aware of all modifications made on the plans being re- submitted, 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. 4. We have engaged Crossroad Engineers, PC to review all drainage plans and drainage calculations submitted to this office for review. If you have not already done so, please provide a set of drainage plans and calculations to their office for review. We will share Crossroad's comments as they are received. 5. Final drawings will not be approved for construction until: a. All Engineering Department and Utility Department and Hamilton County Surveyor issues have been resolved. b. All bonds and performance guarantees are posted. c. All Boazd of Public Works and Safety approvals and any other governing agency approvals (if required) are obtained. d. All off-site easements necessary to install utilities to serve the development are secured. e. SWPPP is approved. f All fees are paid. 6. The Department reserves the right to provide additional comments based upon subsequent reviews. 7. An approved Stotm Water Management Permit is required prior to commencing any earth disturbing activity. 8. An approved right-of--way permit is required prior to commencing any work in the public right-of--way. 9. If it will be necessary to relocate existing utility poles, they must tie relocated to within one foot of the proposed right-of--way. Costs for such relocations are to be borne by the developer. Pd~'-~~ Dr-.reacsncr or 1?antneraisc ~Q` n f f , C~ OBI: Cn•u: S~une¢, Cna>u:r, IN 46032 Or'rlcr 317571 ?441 Fas 317571.2439 J~ t't 1''.d lAll. angineering~carincl.in$nv Jnnars j3RAINAftD, M~wol; Mr. Eric W. Batt, PE August 15, 2008 RE: Stafford Lane Residential, Section 1-Project Review #I Page 2 of 6 10. The Department requires that the construction drawings 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. The digital files must be submitted to the Department of Engineering prior to the approval of the construction plans. Please contact the City GIS Department for the requirements. 11. Jurisdictions: a. The project site is located within current City of Carmel Corporate Limits. b. Streets and Right of Way -City of Carmel (Interior Sheets) /Hamilton County Highway Department (146'" Street) c. Water-City of Carme]Utili[ies d. Sanitary Sewers -City of Cazmel Utilities e. Storm Sewers/Drainage - Ciry of Carmel. f Legal Drains -Hamilton County Surveyor's Office. 12. Drawings submitted for approval: a, The design engineer must certify all drawings submitted for final approval. b. This office will require a minimum of 9-sets of drawings for approval after all issues have been resolved. The drawings will be stamped as approved and signed by the City Engineer and by Carmel Utilities. The Owner will receive 3•sets, one of which must be maintained on the construction site at all times. 13. Carmel Utilities will provide separate reviews of this project for water and sanitary sewer issues. Please assure that copies of all drawings are sent to: Paul Pace Paul Arnone Carmel Utilities Distribution Carmel Utilities Collection 3450 West 131" Street 901 North Rangeline Road Westfield, IN 46074 Carmel, IN 46032 Failure to include Carmel Utilities in all drawing distributions may result in the delay in approval of the project. 14. Carmel Utilities does subscribe to "Holey Moley" who should be contacted directly for all water main and sanitary sewer locations. 15. The following items, upon request, will be sent electronically regarding this correspondence and project: a. Project Approval Checklist b. Performance/Maintenance Guarantees a Street Signage d. Utility Jurisdictions/Right of Way Permits e. Availability (acreage) Fees BOARD OF PUBLIC WORKS AND SAFETY 16. A schedule for Board of Public Works and Safety meeting dates and agenda deadlines has previously been sent. Please use the Engineering Department deadlines for submissions to the Board. 17. Any submission to the Board requires 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 requests to be placed on [he Board's agenda must include the appropriate Docket Number and the date (or dates) of approval by the Plan Commission and/or the Board of Zoning Appeals (if applicable). I8. Water and Sanitary Sewer Availability approval from the Board will be required. This is an EDU approval based upon the total number ofresidential lots @ 1.0 EDU per lot. The letter of request should include the total number of residential lots and the total platted acreage of the development. 19. Commercial Curb Cut Approval - It appears that this will be a typical platted residemial subdivision, which normally would not require BPWS curb cut approval. However, since Mr. Eric W. Batt, PE August 15, 2008 RE: Stafford Lane Residential, Section 1-Project Review H 1 Page 3 of 6 ]46's Street is under thejurisdiction of the Hamilton County Highway Department, approval of the 146'" Street entrance should be obtained from them. 20. Temporary Construction Entrance approval if the location is at a site other than the location of the proposed permanent entrance to the development. Again, if this is to be located on 146u' Street, Hamilton County Highway Department approval will be required. Z 1. The installation of any permanent, privately owned and/or maintained improvement (signs, decorative street signs, walls, streetlights, etc.) within dedicated right of way (other than 146ih Street) or dedicated easements requires the execution of a Consent to Encroach Agreement between the Owner and the City of Carmel. Such agreements are executed by the Board of Public Works and Safety. The City Engineer may approve irrigation system agreements. 22. Secondary Plat approval if applicable. All performance guarantees must be posted prior to submission of secondary plats for Board of Public Works and Safety approval. 23. Dedication of Right of Way if not platted. 24. Any open pavement cuts of the existing subdivision streets in the Copperwood subdivision. BONDING REQUIREMENTS 25. Upon initial review, it appears performance guarantees for the Stafford Lane Residential Section 1 development shall be provided for the following: a. Interior Streets (stone base, asphalt binder and asphalt surface). b. Interior Curb & Gutters c. Water Mains. d.. Sanitary Sewers. Onsite androffsite may be bonded separately or together. However, if bonded together, all of the construction must be complete prior to release of the performance. e. Storm Sewers/Storm Drainage. Onsite and offsite maybe bonded separately or together. However, if bonded together, all of the construction must be complete prior to release of [he performance. f. Street Signs. Please designate if Standard City of Carmel Street Signs or decorative type street signs will be installed. A Performance Guarantee is required in either case. However, if decorative signs are installed, they must meet our minimum standards. Additionally, after the Performance Guarantee for decorative signs has been released, 3- Year Maintenance Guarantee will not be required as future maintenance will be the responsibility of the Developer/Owner/HOA. g. Monuments & Markers. Street centerline markers and perimeter concrete monuments. h. Interior Sidewalks. These are the builder's lot right of way sidewalks. i. Exterior Sidewalks. These are sidewalks that are constructed in the right of way adjacent to common areas or perimeter streets. Any sidewalk or asphalt path construction in the right of way of 146`" Street should not be bonded with the City of Carmel j. 146's Street right of way improvements will be under the jurisdiction of the Hamilton County Highway Department who may require bonds to be posted. This could include acce]eration/decelera[ion lanes, passing blister, pavement widening, thermoplastic sniping, stone shoulders, curbs, paths/sidewalks, etc. k. Erosion and Sediment Control and Storm Water Quality. Please contact Amanda Foley, Engineering Department Stormwater Administrator, for details regarding engineer's estimates/performance guarantee requirements for these items. 26. 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 Engineer's Estimates for each improvement including quantities, unit costs, pipe sizes and materials, etc. Please provide the estimates to this office as soon as possible and certainly prior to submission of Performance Guarantees by the Developer in order to give us sufficient time to review the estimates. Mr. Eric W. Batt, PE August 1 S, 2008 RE: Stafford Lane Residential, Section 1-Project Review #1 Page 4 of 6 27. Upon completion and release of individual Performance Guarantees, athree-year Maintenance Guarantee will be required (see Street Sign comments above). The Maintenance Guarantee amount is based upon IS% of the Performance amount for Sheets and Curbs and 10% of the Performance amount for all other improvements. 28. Performance Guarantees may be Performance or Subdivision Bonds or Irrevocable Letters of Credit, 29. Please refer to comment 15(b) if additional information is desired. RIGHT OF WAY PERMIT AND BONDING 30. Any work in the dedicated right of way of 146th Street is under [he jurisdiction of the Hamilton County. Highway Department who should be contacted regarding Right of Way Permits. If any construction activities are scheduled within the right of way of Queensborough Drive in the Copperwood subdivision, a Right of Way Permit with the City of Carmel will be required. ' 3l. If a Permit with the City of Carmel is required, the bond amount is determined by the number of instances of work in the right of way at $2,000.00 per instance. However, if the work is included in the scope of work of a required and posted Performance Guarantee, the Performance Guarantee maybe used to satisfy the bond requirements of the Right of Way Permit. 32, Please contact our Right of Way Manager, Fred Glaser, to arrange right of way permitting and bonding. AVAILABILITY AND CONNECTION FEES 33. The Availability Fees are current as of this date but are subject to future revisions. Availability (acreage) Fees must be paid after all other Engineering Department Requirements have been satisfied and prior to approval and start of construction activities. Availability Fees are based upon total platted acreage of legal description acreage and are as follows: a. Water Availability Fee = $1,010.00 per acre plus a $300.00 Development Application Review Fee (effective 7/2/07). Based on the secondary plat, Water Availability Fees for Section I would be 5.16 Acres @ $1,010.00/Acre = $5,211.60 + $300.00 b. Sanitary Sewer Availability Fee = $1,365.00 per acre. Based upon the secondary plat, Sanitary Sewer Availability Fees would be 5.16 Acres @ $1,365.00/Acre = $7,043.40 totaling $12,555.00 34. The Connection Fees are current as of this date but are subject to future revisions. Connection Fees are paid on an individual lot basis after satisfactory completion of infrastructure construction and when an application for a building permit is submitted. a. Water Connection Fee = $1,396.00 per I.0 EDU (effective 7/2/07). b. Sanitary Sewer Connection Fee = $795.00 per 1.0 EDU 35. We would suggest that you contact Carmel Utilities in regard to pending fee revisions, the timing of the revisions and how the revised fees will be implemented in regard to this development. 36. If an entryway ircigation system, other community irrigation system, community swimming pool, community clubhouse or community bath house is planned for this development, additional Water Availability Fees and Water Connection Fees (and Sanitary Sewer Availability and Connection Fees if applicable) will be assessedbased upon the size and usage of the system and upon the recommendations of the Director of Carmel Utilities. CONSTRUCTION DRAWING REVIEW COMMENTS 37. Genera] Comments a. This project is subject to the City's Storm Water Manangement and Storm Water Quality Ordinances. - Mr. Eric W. Batt, PE August 15, 2008 RE: Stafford Lane Residential, Section !-Project Review #1 Page S of 6 b. The City defers to the Hamilton County Highway Department as to the details of the 146°i Street entrance and all work within [hat right-of-way. 38. If decorative signs are planned, they shall be installed and maintained by the developer or the HOA. The speed limit and stop signs must still be enacted by ordinance before they are enforceable by Carmel Police Department. 39. Sheet C802, detail 5/C802 -Please indicate [hat the maximum spacing of transverse contraction joints is to be ]0' on tangents and 5' on radii. 40. Comment from previous review -Thank you for making the revisions for the pond. A formal variance from the BPW&S is required. The Deparhnent will support the variance provided that the pond is 10 feet minimum depth over as large an area as possible, and, contrary to Gary Duncan's a-mail on 2/6/07 related to aeration, [he Department requests an alternative to mechanical aeration is provided. Please contact Amanda Foley. The City would also like it written into the covenants that the HOA will maintain the pond free from any algae and weeds or rank vegetation as defined in City Code. This comment has been resolved. 4l. Sheet C101 a. Please revise "NOTE; DETENTION POND #1 TO BE CONSTRUCTED WITH SECTION 1 AND WILL REQUIRE A LINER. SEE GENERAL SPECIFICATIONS SHEET FOR LINER SPECIFICATIONS:' to "NOTE: DETENTION POND # 1 AND PIPING RUNS TO BE CONSTRUCTED W ITH SECTION 1. DETENTION POND # I WILL REQUIRE A LINER. SEE GENERAL SPECIFICATIONS SHEET FOR LINER SPECIFICATIONS:' b. GENERAL NOTE 4, add "per City specifications or per detail (reference details). c. Add GENERAL NOTE 16 to provide MLAG definition. d. Add GENERAL NOTE 17 as follows: NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. e. Add GENERAL NOTE 18 as follows: All paving within the existing and proposed City right-of--way shall conform to the requirements of the Department of Engineering. Contractor shall contact the Department of Engineering to schedule apre-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. 42. Sheet C 102 -Why is the area in future Stafford Lane Section 2 that is indicated to be right- of-way by a dashed line indicated for seed on Sheet C 103? We assume roadway is being cut in. Please indicate on this plan and establish how this area will be drained in the interim (all the way down into Sections 2 and 3). 43. Sheet C601 -Please add the foliowi[[g note to each storm sewer plan and profile sheet: "For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Service Laterals under City streets, regardless of the jurisdiction of the utility, the minimum cover from the top of the installed pavement to the top of the installed pipe shall be the pavement section thickness (all bituminous and aggregate material above the subgrade) plus 1-0", but under no circumstances shah the cover along any part of the pipe from the final pavement elevation to the top of the pipe be less than 2.5-feet. If the standard practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. Cover heights for reinforced concrete pipe storm sewer that are less than those required will be evaluated on a case by case condition and approved only with written permission by the city engineer." 44. Sheet C802, HANDICAP RAMP DETAILS, BRICK SURFACE CONSTRUCTION - Please revise the note "DETECTABLE WARNING BRICK" to "DETECTABLE WARNING ELEMENT." 45. Sheet C806 -Please delete Detail SSD-1 and in Detail D-16 and cross out "UNDERDRAINS REQUIRED 1N SWALES WITH LESS THAN ]% SLOPE." Mr. Eric W. Batt, PE August ]5, 2008 RE: Stafford Lane Residential, Section 1-Project Review #1 Page 6 of 6 46. All drainage easements provided for storm sewer shall be thirty feet wide. 47. Please provide all of the information required by Chapter 100 ofthe Storm Water Technical Standards Manual. 48. All lots adjacent to side yard easements shall be wide enough to accommodate the anticipated house and any planned driveways such that there is no encroachment into the easements. If you have questions, please contact me at 571-2441. Sincerely, Nicholas J. Redden, P.E. Plan Review Coordinator Department of Engineering cc: Ange]ina Conn, Department of Community Services John Duffy, Carmel Utilities Paul Pace, Carmel Utilities Paul Arnone, Carmel Utilities Greg Ilko, Crossroad Engineers, PC John Waits, Drees Homes Department Review/Pile Copy \1Apps2\user data\eng~shared\DHiIINROJREV081STAPFORDLANERESIDENTIALSECTIONIPHASEIRGV#].doc ~~~}Q,,o}vCAg~FI~\ • - - ~ Clt of Carmel 2nN~R Y~ % Y ~~~/Np 1 AN P,/~ August 14, 2008 Mr. Eric Batt The Scheider Corporation Historic Fort Harrison 8901 Otis Ave htdianapolis, IN 46216 RE: Stafford Lane Section 1 Dear Mr. Batt: The following letter represents comments for [his project specifically addressing the area of alternative transportation. I have reviewed the drawings submitted for the August 2Q, 2008 Technical Advisory Committee and the comments from the Altemative Transportation review have been satisfactorily addressed. We request that all responses to our comments be provided in writing. Failure to provide written responses may result in delay of the review process. Tt is critical that [his office be made aware of all modiScation made on the plans being re-submitted, particularly if any such changes are considered "new" or fall outside of our previous reviews. Please provide revised plans indicating al] revisions. Please notify us of any changes and specifically state any changes, including changes resulting from Plan Commission, Special Studies or other committee meetings. The Department of Community Services reserves the right [o provide additional comments based on subsequent reviews. if you have questions, please contact me at 571-2417. Sincerely, ~-~~~- David Littlejohn Alternative Transportation Coordinator Department of Commnnity Services cc: Angie Conn, Department of Community Services Engineering Department Review Project File Page 1 ONE CIPIC SQU~IRF.. CdItbIEL, TNDiANd 46032 317/57]-2417 !~~~C~.aFSCgg~F~ . Clt of Carmel ~~x~~,, y ~,..inromyP:' August 14, 2008 Mr. Brandon Burke The Scheider Corporation Historic Fort Harrison 8901 Otis Ave Indianapolis, IN 46216 RE: Staffnrd~Lane Section 1 - - - ~ - Dear Mr. Burke: The following letter represents comments for this project specifically addressing the area of alternative transportation. I have reviewed the drawings submitted to the DOCS office on September 5, 2008 and have the following comments: ALTERNATIVE TRANSPORTATION REVIEW COMMENTS 1) The Carmel Clay Alternative Transportation Plan requires the construction of 10' asphalt path along 146'x' St. Please revise the plans to include these changes. We request [hat all responses to our comments be provided in writing. Failure to provide written responses may result in delay of the review process. It is critical [hat this office be made aware of all modification made ou the plans being re-submitted, particularly if any such changes are considered "new" or fall outside of our previous reviews. Please provide revised plans indicating all revisions. Please notify us of any changes and specifically state any changes, including changes resulting from Plan Commission, Special Studies or other committee meetings. The Department of Cormmunity Services reserves the right to provide additional comments based on subsequent reviews. ' If you have questions, please contact me at 571-2417. Sincerely, ~~ David Littlejohn Alternative Transportation Coordinator Department of Community Services ce: Angie Conn, Department of Community Services Engineering Department Review Page I ONF Cl1'IC SQUARE CARTdEL, INDfr~NA 46052 317/571-2417 The Schneider Corporation Schneider Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Phone: 317.826.7100 Fax: 317.826.7200 INDIANA October 9, 2008 `%~ / ~ Iz - Corporate Heatlquarters Historic Fort Harrison David Littlejohn = y C 7~r~ 95~y!l.~t4GlV 5901 ors Avenue Alternative Transportation Coordinator ~ Indianapolis. w 46216 Department of Community Services Ql, rou-Free: as6.973.7YOO One Civic Square ,.. Carmel IN 46032 ,. ai ~~~~ Avon Office , r Building 1000 P _, 5250 E US Highway 36 suite z5o RE: Stafford Place Section 1 _t ~:~-~ Avon, IN 46123 Carmel Office 12521 E New Market Street Deaf DeVld, Suite 301 Carmel, w 4so32 In response to your letter received on October 8, 2008 which was dated August 14, 2008 indicating a review performed on the secondary plat and construction plans submitted Merrillville office September 5, 2008. I have addressed each of your items individually with a numbering 9aoo connecucut Drive suite B1-5oa system consistent to your email. Merrillville, IN 46307 1. Please find enclosed a copy of correspondence with Carmel DOCS and the Hamilton West Lafayette Office County Highway Department regarding the width of the path along 146t" street. The 133o win Hemscnel Boulevard Highway Department has indicated to match the existing path on the west and east suite 100 west Lafayette, IN 47906 adjoining properties (6 feet). Angie Conn, Carmel DOCS, requested confirmation of the acceptability of matching the existing 6 foot path within the Hamilton County right- of-way. The Highway Department confirmed matching the existing path is IowA acceptable. Ames Office 1606 Golden Aspen Drive suae 11o If you have any questions or require additional information, please feel free to contact me at Ames. IA 50010 your convenience. Sincerely, NORTH CAROLINA Charlotte office 8001 Arrowridge Boulevard THE SCHNEIDER CORPORATION Charlotte. NC 28273 ~~~~ TENNESSEE Nashville Office Brandon T BUrke P E 624 Grasmere Park Drive . . . , suite 3o Project Manager Nashville. TN 37211 Enclosure R:\Sk\5622\002\Docs\Section I\Lihlejohn 100908.doc _ I w Brandon Burke ~ ~ Q' ,~a,Y~. +~,' A From: David Lucas [del@co.hamilton.in.us] ,,, ~ t~-t Sent: Thursday, September 04, 2008 10:40 AM p ~ To: Angelina V Conn; David W Littlejohn ~ " ~ Cc: S b t Eric Batt RE: Stafford Lane section 1 - ath -' `O~ ~~~~ {=`, u jec : , p - ~~ ~ `~ . , Angie, ,~~+" F~F Good morning. In this instance, I have agreed to allow them to match the existing path. This is due to the existing width and the small amount of path to be installed. If you have questions, feel free to contact me. Sincerely, David E. Lucas HCHD Staff Engineer/Road 1700 South 10th Street Noblesville, IN 96060 (317) 770-9479 - Direct Line (317) 773-7770 - Office (317) 776-9814 - Fax e-mail: del@co.hamilton.in.us website: www.co.hamilton.in.us »> "Conn, Angelina V" <Aconn@carmel.in,gov> 9/9/2008 10:31 AM »> Thanks. I will forward this to eric batt. Angie From: Littlejohn, David W Sent: Wednesday, September 03, 2008 4:51 PM To: Conn, Angelina V Subject: RE: Stafford Lane, section 1 - path Angie, The path is technically under the County jurisdiction, but they usually abide by our standards. The 10' asphalt path should be required. If the county has an issue with it we can discuss the options. Thanks, David Littlejohn Alternative Transportation Coordinator Department of Community Services 1 ~I City of Carmel One Civic Sq Carmel, IN 96032 (317) 571-2306 From: Conn, Angelina V Sent: Thursday, August 28, 2008 11:59 AM To: Littlejohn, David W Cc: ebatt@schneidercorp.com Subject: Stafford Lane, section 1 - path Hi David- just wondering if you are okay with the 6-ft wide path along 196th street, per the county's standards or if it needs to be a 10-ft wide asphalt path per Carmel's alternative transportation plan. I think the county has jurisdiction of the road right of way along 196th street, but just wanted to check now, before the path is built. Thanks! Angie 2 August 13, 2008 _; _, The Schneider Corporation ATTN: Eric Batt 8901 Otis Avenue Indianapolis, IN 46216-1037 VIA E-MAIL: cbatt(c~schneidercorp.com RE: Stafford Lane Section 1 Dear Mr. Batt: S~R~ S`-°-F~cE r. We have reviewed the construction plans submitted to the Hamilton County Surveyor's Office on July 21, 2008, for this project and have the following comments: 1. The proposed project falls in the incorporated area & MS4 jurisdiction of the City of Cannel 2. The proposed project DOES fall in a Cannel Wellhead Protection Zone. 3. The proposed project is located in the U.G. Mitchner Regulated Drain Watershed. 4. Please submit an indirect outlet permit, for the discharge into the U.G. Mitchner Regulated Drain, to this office. The application is available on our website at http:/hvww.co.hamitton.in.us, go to Departments, Surveyor, and Forms. 5. Please note that further comments maybe necessary at a later date. Should you have any questions, I can be reached at 317-776-8495. Sincerely, Greg Hoyes, AC, CFM Plan Reviewer . ~~ ,~ -, C~ `. ~;, lr:~ ~;,~ CC: Christine Barton-Holmes -Carmel DOGS, Amanda Foley -Carmel Engineering Dick Hill -Carmel Engineering, Dave Lucas - HCHD Greg Ilko -Crossroad Engineers :Kenton G 4vard, C'T.7Vf suite r8F Surveyor oj.7Carnilton County onc.Nnmilron County square ~P6one (3x71 i76'~495 ..l'oGlecville, Indiana g6o6o-zz3o rFnx (ji7)776•g6zN 8~{ OF HAS/`z HAMILTON COUNTY HIGHWAYDEPARTMENT s9TF of `~o`P~~ August 4, 2008 Mr. Eric Batt The Schneider Corporation 8901 Otis Avenue Indianapolis, IN 46216-1037 RE: Stafford Lane Entrance Secondary Plat /Construction Plans S of 146th Street / W of Gray Road Clay Township Dear Mr. Batt: This letter serves to acknowledge receipt of a transmittal received 7/21/08 containing the Secondary Plat and Construction Plans for review. After reviewing the plat and plans the Highway Department has the following comments: 1. Type A curb ramps will be required within the Right-of-Way of 146`h Street. 2. When the Right-of-Way east of the entrance has been obtained, please provide a completed dedication form to the Highway Department for acceptance. I have attached that dedication form. 3. A temporary /construction entrance will not be allowed at the existing residential drive. Please provide a detail for the immediate closure of the median. Any barriers used must present a deterrent to construction traffic without presenting a safety hazard to motorists on 146`h Street. Similar barriers may be used to close the residential drive. 4: Please make the following correction on Sheet C301: General Note #6 -replace seed and straw mulched with nursery sod. General Note #8 -replace the pavement section with the standard section on the 146`h Street details sheet. 5. The transition from 8" curb to roll curb should occur at Structure 627 & 628. 6. Neenah casting R-3457-C2 is acceptable to replace the existing curb casting on 146`h Street. A substitute casting may be used if the dimensions are equivalent. 7. Raised pavement markers are needed between the deceleration lane and the travel lane, spaced in accordance with INDOT Standards. White lane markings must be thermoplastic. The stop bar and cross walk at the entrance must be preformed tape (3M-380ies). 8. Please include the following note on the secondary plat: decorative signs, sprinkler systems, trees, landscaping mounds, fences, light poles or other such amenities are not permitted within the Right-of-Way of 146'" Street. 9. A one way sign (R6-1 R) is needed in the median directly across from exiting traffic. 1700 South ]01h Street Office (317) 773-7770 Noblesville, [n. 46060 www.co.hamilton.in.us Fax (317) 776-9814 10. A public/private road approach permit will be required for access to 146'h Street. Please contact Robb Chadwell, Permit Inspector, for permit requirements. You are required to provide an engineers estimate for the cost of the improvements and a permit bond in that amount. 11. Additional comments may be needed at a later date. If you have any questions or comments concerning this letter, please feel free to contact me at anytime. Sincerely, David E. Lucas Staff Engineer DL:dI 08-04-08.a cc: Carmel TAC members G:\USERS\del\Subdivisions\Clay\statfordlane 8-4-08 ~~ ~°~m July 29, 2008 Eric W. Batt, PE The Schneider Corporation 8901 Otis Avenue Indianapolis, IN 46216-1037 RE: Stafford Lane Section 1 Dear Mr. Batt: The information for the above-mentioned project has been received and reviewed. At the present time, I see nothing in the plans that would hamper law enforcement efforts. If we can be of any further assistance to you, please contact us. Respectfully, ~'~~~~ Timothy J. Gre~ Acting Chief of Police TJG:vb 9 ~ ~~ -~~w , "' [l~Laa~~-~Y"1"'1 f-- - JUC 3 G 7.048 ~ DOCS cc: Dept. of Community Services >: -.>> t: , ~~ ~ ~,~t ~~ ; ~,; A Nationally Accredited La `Enforcement Agency ~a ][~,xQ~Il7D571-2~Il2 G3Il7D ~7ll-~~®fD CITY OF CAiZMEL ~ ~~ WATER-WASTEWATER UTILITIES 3450 W. 131st STREET•WESTFIELD, INDIANA 46 (317) 733-2855 FAX (317) 733-2i Corrections Page Project Name: Stafford Lane, Sec 1 Firm: Schneider Eng Date: July 25, 2008 Inspector: Don Specs Carmel Corrections Needed: *Service lines must be located 5' from-lot center line *An 8" valve, reducer & temp hydrant must be installed at the South end of the project (lot 41) n- 4:1, The Schneider Corporation Schneider Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Phone: 317.826.7100 Fax: 317.826.7200 INDIANA Corporate Headquarters Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 Phone: 317.826.7100 To I I-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 B1-508 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 July 18, 2008 John Duffy City of Carmel Utilities 760 Third Avenue SW Carmel, IN 46032 RE: STAFFORD LANE SECTION 1 Dear John: Please find enclosed one copy of the Secondary Plat, Construction Plans, IDEM Sanitary 327 IAC 3 permit application, Wasteload Allocation Letter, IDEM Notice of Intent to Construct a Watermain Extension for the above referenced project. We will be presenting this project at the August 20, 2008 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. If you have any questions or require additional information, please feel free to contact me at your convenience. Sincerely, THE SCHNEIDER CORPORATION W . Eric Batt, P.E. Project Manager Enclosure Cc: Steve Cook, City of Carmel Utilities R:\Sk\5622\002\Docs\Section I\Tacsu6071808.doc INDIANA July 18, 2008 Corporate Headquarters Historic Fort Harrison 8901 Otis Avenue Gre IIkO g Indianapolis, IN 46216 Phone: 317.826.7100 CrossRoads Engineers, PC Toll-Free: 866.973.7100 3417 S. Sherman Drive Fax: 317.azs.7zoo Beech Grove, IN 46107 Lafayette Office 3725 Rome Drive Park 26 RE: STAFFORD LANE SECTION 1 Lafayette. IN 47905 Phone: 765.448.6661 Fax: 765.448.6665 Dear Greg: Carmel Office 1z8u e New Market street Please find enclosed one copy of the Secondary Plat, Construction Plans, and Drainage suite 10o Report for the above referenced project. We will be presenting this project at the August 20, carmel, IN 46o3z 2008 meeting of the Carmel Technical Advisory Committee. Would you please review the Phone: 3r7.s69s112 enclosed material and forward to me, any comments or concerns that you may have. Fax: 317.826.6410 Avon office If you have any questions or require additional information, please feel free to contact me at Building loon your convenience. 5250 E US Highway 36 Suite 250 Sincerely, Avon, IN 46123 Phone: 317.745.9926 THE SCHNEIDER CORPORATION Fax: 317.745.9973 Merrillville Office 9800 Connecticut Drive Suite B1-508 Merrillville, IN 46307 Eric Batt P E Phone: 219.644.3692 . . , Fax: 219.644.3682 Project Manager NORTH CAROLINA Enclosure Charlotte OfRce 2151 Hawkins Street Suite 201 charlotte, Nc 2szo3 Cc: Gary Duncan, City of Carmel Engineer's Office 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 R:\Sk\5622\002\Docs\Section 1\Tacsu6071808.doc INDIANA duly 1$, 2008 Corporate Headquarters Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 Phone: 317.826.7100 SCOtt Brewer Toll-Free: 866.973.7100 Department of Community Services Fax:3ll.826.7200 One Civic Square Carmel, IN 46032 Lafayette Office 3725 Rome Drive Park 26 ~atayette, IN 47905 RE: STAFFORD LANE SECTION 1 Phone: 765.448.6661 Fax: 765.448.6665 Carmel office Deaf SCOtt: 12821 E New Marke[ Street suite 10o Please find enclosed one copy of the Secondary Plat and Construction Pions for the above Carmel, IN aso32 referenced project. We will be presenting this project at the August 20, 2008 meeting of the Phone: 317.569.8112 Carmel Technical Advisory Committee. Would you please review the enclosed material and Fax: 3r7sz6.641o forward to me, any comments or concerns that you may have. Avon OfFlce Building 1000 If you have any questions or require additional information, please feel free to contact me at 5250 F us Highway 36 your convenience. Suite 250 Avon, IN 46123 Sincerely, Phone: 317.745.9926 Fax: 317.745.9973 THE SCHNEIDER CORPORATION Merrillville Office 9800 Connecticut Drive Suite B1-508 /" ^ L /~-'. ` Merrillville, IN 46307 l.~` /~, u Phone: 219.644.3692 Fax: 219.644.3682 EPIC Batt, P.E. Project Manager NORTH CAROLINA Charlotte Office EnCIOSUre 2151 Hawkins Street Suite 201 Charlotte, NC 28203 Phone: 704.333.5360 Fax: 704.333.8362 10 WA ProMap Office 1531 Airport Roatl Suite 2 Ames, IA 50010 Phone: 515.233.3311 Fax: 515.233.4575 R:\Sk\5622\002\Docs\Section I\'I'acsu607I808.doc The Schneider Corporation Schneider Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Phone: 317.826.7100 Fax: 317.826.7200 INDIANA July 18, 2008 Corporate Headquarters Historic Fort Harrison 8901 Otis Avenue Gary Duncan Jr Inaianapors, m 46216 . Phone: 317.826.7100 Carmel Engineering Department Toll-Free: 866.973.7100 One Civic Square, 1~' Floor Fax: 317.826.7200 Carmel, IN 46032 Lafayette Office 3725 Rome Drive Park 26 RE: STAFFORD LANE SECTION 1 Lafayette, IN 47905 Phone: 765.448.6661 Fax: 765.448.6665 Dear Gary: Carmel Office 1z8u B New Market street Please find enclosed one copy of the Secondary Plat, Construction Plans, Drainage Report, suite 10o and Checklist for the above referenced project. We will be presenting this project at the carmei, w 4so3z August 20, 2008 meeting of the Carmel Technical Advisory Committee. Would you please Phone: 317.569.8112 review the enclosed material and forward to me, any comments or concerns that you may Fax: 317.826.6410 have. Avon Office Building 1000 If you have any questions or require additional information, please feel free to contact me at s25o F us Highway 3s your convenience. Sui[e 250 Avon, IN 46123 Sincerely, Phone: 317.745.9926 Fax: 317.745.9973 THE SCHNEIDER CORPORATION Merrillville Office 9800 Connecticut Drive Suite 61-508 ~' ~ , \ n ~ Merrillville, IN 46307 _ u 1 "~`b. A•N_ Phone: 219.644.3692 Fax: 219.644.3682 Eric Batt, P.E. Project Manager NORTH CAROLINA Charlotte Office Enclosure 2151 Hawkins Street Suite 201 charlotte, Nc 2s2o3 Co Greg Ilko., Crossroads Engineers 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 R:\Sk\5622\002\Docs\Section I\Tacsu6071808.doc INDIANA Corporate Headquarters July 18, 2008 Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 Phone: 317.826.7100 Amanda Foley ron-Free: sss.973.uoo Carmel Engineering Department Fax: 3n.826.7200 One Civic Square, 1~` Floor Carmel, IN 46032 Lafayette Office 3725 Rome Drive Park 26 Latayette, W 47so5 RE: STAFFORD LANE SECTION 1 Phone: 765.448.6661 Fax: 765.448.6665 Carmel Office Dear Amanda: 12821 E New Market Sheet suite 10o Please find enclosed one copy of the Secondary Plat, Construction Plans, Carmel Stormwater Carmel, IN 4so3z Permit Application, IDEM Rule 5 Permit Application IDEM Notice of Intent and BMP Owners Phone: 317.569.8112 , , Manual for the above referenced project. We will be presenting this project at the August 20, Fax: 3x7.826.6410 2008 meeting of the Carmel Technical Advisory Committee. Would you please review the Avon Office enclosed material and forward to me, any comments or concerns that you may have. Building 1000 525o F us Highway 3s If you have any questions or require additional information, please feel free to contact me at suite 25o your convenience. Avon, IN 46123 Phone: 317.745.9926 F 317 745 9 Sincerely ax: . .9 73 , Merrillville OfOCe THE SCHNEIDER CORPORATION 9800 Connecticut Drive .. Suite B1-508 Merrillville. IN 46307 ~ /- /, 1 Phone:219.644.3692 - (/~,~ WWW Fax: 219.644.3682 Eric Batt, P.E. Project Manager NORTN CAROLINA Charlotte Office 2151 Hawkins Street sane 201 Enclosure 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 R:\Sk\5622\002\Docs\Section 1\Tacsu6071808.doc The Schneider Corporation Schneider Histodc Port Harrison 8901 Oiis Averrac Indianapolis, IN 4 6 2 16-10 3 7 Phone: 317.826.7100 Fax: 317.826.7200 INDIANA July 18, 2008 Corporate Headquarters Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 Pnone: s17.826.710o Greg Hoyes Toll-Free: s66.973.710o Hamilton County Surveyor's Office Fax: 3r7.8z6.7zoo One Hamilton County Square, Suite 188 Lafayette Otfice Noblesville, IN 46060 3725 Rome Drive Park 26 Lafayette. IN 47905 RE: STAFFORD LANE SECTION 1 Phone: 765.448.6661 Fax: 765.448.6665 Dear Greg: Carmel Office 12821 E New Market street Please find enclosed one copy of the Secondary Plat, Construction Plans, and Drainage sane 10o Report for the above referenced project. We will be presenting this project at the August 20, Carmel, IN 46o3z 2008 meeting of the Carmel Technical Advisory Committee. Would you please review the Phone: sr7.569.8112 enclosed material and forward to me an comments or concerns that ou ma have. y y y Fax: 317.826.6410 , Avon Office If you have any questions or require additional information, please feel free to contact me at euuding looo your convenience. 5250 E US Highway 36 mite z5o Sincerely, Avon, IN 46123 Phone: 317.745.9926 Fax: 317.745.9973 THE SCHNEIDER CORPORATION Merrillville Office 9800 Connecticut Drive .... / _ / ~~ Suite B1-508 - IYYY~~... Merrillville, IN 46307 Phone: 219.644.3692 Eric Batt, P.E. Fax: 219.s4a.3ss2 Project Manager NORTH CAROLINA Enclosure 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 R:\Sk\5622\002\Docs\Section 1\Tacsu6071808.doc The Schneider Corporation Schneider Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Phone: 317.826.7100 Fax: 37.7.826.7200 INDIANA ,JUIy ~8, 200$ Corporate Headquarters Historic Fort Harrison 8901 Otis Avenue Indanapolis, w 4sz16 Terry Krueskamp Phone: 317.82s.noo City of Carmel- Information Systems Toll-Free: 866.973.7100 Three Civic Square Fax: 3n.826.7zo° Carmel, IN 46032 Lafayette Office 3725 Rome Drive Park 26 Lafayette, IN 47905 RE: STAFFORD LANE SECTION 1 Phone: 765.448.6661 Fax: 765.448.6665 Dear Terry: Carmel Office 128u E New market street Please find enclosed one copy of the Secondary Plat and Construction Plans for the above suite 10o referenced project. We will be presenting this project at the August 20, 2008 meeting of the carmei. IN 46032 Carmel Technical Advisory Committee. Would you please review the enclosed material and Phone: 3v.569.B112 forward to me, any comments or concerns that you may have. Fax: 317.826.6410 Avon office If you have any questions or require additional information, please feel free to contact me at Building looo your convenience. 5250 E US Highway 36 swte z5o Sincerely, Avon, IN 46123 Phone: 317.745.9926 Fax: 317.745.9973 THE SCHNEIDER CORPORATION Merrillville Office ~ ~ 9800 Connecticut Drive ~ Suite B1-508 VVV'~~~~ Merrillville, IN 46307 Phone: 219.644.3692 Eric Batt, P.E. Fax: 219.644.3682 Project Manager NORTH CAROLINA Enclosure Charlotte Office 2151 Hawkins Street ~ Suite 201 Charlotte, NC 28203 Phone: 704.333.8360 Faz: 704.333.8362 IOWA ProMap Office 1531 Airport Road Suite 2 Ames, IA 50010 Phone: 515.233.3311 Fax: 515.233.4575 R:\Sk\5622\002\Docs\Section 1\Tacsu6071808.doc INDIANA JUIy 18, 2008 Corporate Headquarters Historic Fort Harrison 8901 Otis Avenue mdianapoiis, IN a6us Gary McNamee Phone: 317.826.7100 Asset Protection Associate rou-Free: 86ss73.710o Duke Energy Indiana, Inc. Fax: 317.826.7200 Columbus, IN 47201 Lafayette Office 3725 Rome Drive Park 26 t.afayette, IN 47905 RE: STAFFORD LANE SECTION 1 Phone: 765.448.6661 Fax: 765.448.6665 Dear Gary: Carmel Office 12821 E New Market street Please find enclosed one copy of the Secondary Plat and Construction Plans for the above suite 10o referenced project. We will be presenting this project at the August 20, 2008 meeting of the carmei, IN aso3z Carmel Technical Advisory Committee. Would you please review the enclosed material and Phone: 3x.5ses11z forward to me, any comments or concerns that you may have. Fax: 317.826.6410 Avon Office If you have any questions or require additional information, please feel free to contact me at euiiding looo your convenience. 5250 E US Highway 36 swte zso Sincerely, Avon, IN 46123 Phone: 317.745.9926 Fax: 3x.745.9973 THE SCHNEIDER CORPORATION Merrillville Office "" 9800 Connecticut Drive ~ • 1'~.. 74- Suite B1-508 ~ Merrillville, IN 46307 P Eric Batt E Phone: 219.644.3692 . . , Fax: 219sa4ssaz Project Manager NORTH CAROLINA EUCIOSUre 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 R:\Sk\5622\002\Docs\Section 1\Tacsu6071808.doc INDIANA July 18, 200$ Corporate Headquarters Historic tort Harrison 8901 Otis Avenue Intlianapolis, IN 46216 ROn MOfrIS Phone: 317.826.7100 Indianapolis Power & Light Company Toll-Free: 866.973.7100 3600 North Arlington Avenue Fax: 3x.8z6.7zoo Indianapolis, IN 46218 Lafayette Office 3725 Rome Drive Park 26 t.atayette, IN 47905 RE: STAFFORD LANE SECTION 1 Phone: 765.448.6661 Fax: 765.448.6665 Dear Ron: Carmel Office 12s21 E New Market street Please find enclosed one copy of the Secondary Plat and Construction Plans for the above suite 10o referenced project. We will be presenting this project at the August 20, 2008 meeting of the Carmel, IN 46032 Carmel Technical Advisory Committee. Would you please review the enclosed material and Phone: 317.569.8112 forward to me, any comments or concerns that you may have. Fax: 317.826.6410 Avon Office If you have any questions or require additional information, please feel free to contact me at suuding looo your convenience. 5250 E US Highway 36 Suite 250 Sincerely, Avon, IN 46123 Phone: 3x.745.9926 THE SCHNEIDER CORPORATION Fax: 317.745.9973 Merrillville Office /~ ~ , \ 1 L _I..L_ ~ 9800 Connecticut Drive ~'n~1W~ ~J 1 Suite B1-508 Merrillville, IN 46307 Eric Batt P.E. Phone: 219.644.3692 , Fax: 219.644.3682 Project Manager NORTH CAROLINA EnCIOSUre 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 R:\Sk\5622\002\Docs\Section I\Tacsu6071808.doc The Schneider Corporation Schneider Historic For[ Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Phone: 317.826.7100 Fax: 317.826.7200 INDIANA .tUly 18, 2008 Corporate Headquarters Historic Fort Harrison 8901 Otis Avenue David LUCas Indianapolis, IN 46216 Pnone: 317.826.7100 Hamilton County Highway Department ToII~Free: 866.973.7100 1700 S 10th Street Fax: 3nsz6.7zoo Noblesville, IN 46060 Lafayette Office RE: STAFFORD LANE SECTION 1 3725 Rame Drive Park 26 Lafayette, IN 47905 Dear David: Phone: 765.448.6661 Fax: 765.448.6665 Please find enclosed one copy of the Secondary Plat and Construction Plans for the above Carmel office referenced project. We will be presenting this project at the August 20, 2008 meeting of the 12821 E New Market street Carmel Technical Advisory Committee. Would you please review the enclosed material and sane 10o forward to me, any comments or concerns that you may have. Carmel, IN 46032 Pnone: 317.569.8uz If you have any questions or require additional information, please feel free to contact me at Fax: 317.826.6410 your convenience. Avon Office Building 1000 Sincerely, 5250 E Us Highway 36 suite z5o THE SCHNEIDER CORPORATION Avon, IN 46123 Phone: 317.745.9926 Fax: 317.7A5.9973 Merrillville ONIce ~j`, 9800 Connecticut Drive EPIC Batt, P.E. Suite 61-506 Project Manager Merrillville, IN 46307 Phone: 219.644.3692 Fax: 219.644.3682 Enclosure 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 R:\Sk\5622\002\Docs\Section 1\Tacsu6077808.doc INDIANA Corporate Headquarters Historic Fort Harrison 8901 O[is Avenue Indianapolis. IN 46216 Phone: 317.826.7100 Tol I-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 July 18, 2008 David Littlejohn Transportation Systems Coordinator Carmel Engineering Department One Civic Square, 1~` Floor Carmel, IN 46032 RE: STAFFORD LANE SECTION 1 Dear David: Carmel Office 128u F New Market sveet Please find enclosed one copy of the Secondary Plat and Construction Plans for the above suite 100 referenced project. We will be presenting this project at the August 20, 2008 meeting of the Carmel, IN 4so32 Carmel Technical Advisory Committee. Would you please review the enclosed material and Pnone: 3v.5ss.811z forward to me, any comments or concerns that you may have. Fax: 317.826.6410 Avon Ofnce If you have any questions or require additional information, please feel free to contact me at Building 1000 your convenience. 5250 E US Highway 36 Suite 250 Sincerely, Avon, IN 46123 Phone: 317.745.9926 Fax: 317.745.9973 THE SCHNEIDER CORPORATION Merrillville Office ~` `\ ' 9800 Connecticut Drive , ~ ~.J Suite B1-508 Merrillville, IN 46307 Eric Batt P E Phone: 219.644.3692 , . . Fax: uss44.36B2 Project Manager NORTH CAROLINA Enclosure Charlotte Oftice 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 R:\Sk\5622\002\Docs\Section ]\Tacsu6071808.doc The Schneider Corporation Schneider Historic Fort Harrison 8901 Otis Avenue Intlianapolis, IN 46216-1037 Phone: 317.826.7100 Fax: 317.826.7200 INDIANA JUIy 18, 200$ Corporate Headquarters Historic Fort Harrison 8901 Otis Avenue Steve Cook Indianapolis, IN 46216 Phone: 317.s2s.71oo City of Carmel Utilities roll-Free: s6s.973.7100 130 1sl Avenue SW Fax: 317.826.7200 Carmel, IN 46032 Lafayette Office 3725 Rome Drive Park 26 RE: STAFFORD LANE SECTION 1 Lafayette, IN 47905 Phone: 765.448.6661 Fax: 765.448.6665 Dear Steve: Carmel Office 12821 E New Market street Please frnd enclosed one copy of the Secondary Plat and Construction Plans for the above sane 10o referenced project. We will be presenting this project at the August 20, 2008 meeting of the Carmel, IN 46032 Carmel Technical Advisory Committee. Would you please review the enclosed material and Phone: 317.569.8112 forward to me, any comments or concerns that you may have. Fax: 317.826.6410 Avon Office If you have any questions or require additional information, please feel free to contact me at Building 1000 your convenience. 5250 E US Highway 36 Suite 250 Sincerely, Avon, IN 46123 Phone: 317.745.9926 Fax: 317.745.9973 THE SCHNEIDER CORPORATION Merrillville Office 9800 Connecticut Drive ~ • ~~ Suite 61-508 Merrillville, IN 46307 Phone: 219.644.3692 Eric Batt, P.E. Fax: 219.644.3682 Project Manager NORTH CAROLINA ErICIOSUre Charlotte Office 2151 Hawkins Street Suite 201 charlotte; Nc zezo3 Cc: John Duffy, City of Carmel Utilities 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 R:\Sk\5622\002\Docs\Section I\Tacsu6071808.doc The Schneider Corporation Schneider Historic Fort Harrison 8901 Otis Avenue Indianapolis. IN 46216-1037 Phone: 317.826.7100 Fax: 317.826.7200 INDIANA JUIy "I $, 200$ Corporate Headquarters Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 Michael Fogarty Phone: 317.826.7100 Office of Police Chief roll-Free:ssss73.710o Three Civic Square Fax: 317.826.7200 Carmel, IN 46032 Lafayette Office 3725 Rome Drive Park 26 RE: STAFFORD LANE SECTION 7 Lafayette, IN 47905 Phone: 765.448.6661 Fax: 765.448.6665 Dear Michael: Carmel Office 12821 E New Market Street Please find enclosed one copy of the Secondary Plat and Construction Plans for the above mite 10o referenced project. We will be presenting this project at the August 20, 2008 meeting of the Carmel, IN aso3z Carmel Technical Advisory Committee. Would you please review the enclosed material and Phone: 3vs6s.8u2 forward to me, any comments or concerns that you may have. Fax: 317.826.6410 Avon Office If you have any questions or require additional information, please feel free to contact me at Building 1000 your convenience. 5250 E US Highway 36 Suite 250 Sincerely, Avon, IN 46123 Phone: 317.745.9926 Fax: 317.745.9973 THE SCHNEIDER CORPORATION Merrillville OfFlce ~' 9800 Connecticut Drive ~^ ~ • ~~ Suite B1-508 {~~ Merrillville, IN 46307 Phone: 219.644.3692 Eric Batt, P.E. Fax: 219.644.3682 Project Manager NORTH CAROLINA Enclosure Charlotte OfCCe 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 R:\Sk\5622\002\Docs\Section I\Tacsu6071808.doc - ~-:.,. ~ . ,... ,:.., -.. ., v ..:. „- .,, >' 'w~`T'~.wwwscfineitlercorP'com.`7, The Schneider Corporation Schneider Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Phone: 317.826.7100 Fax: 317.826.7200 INDIANA .lUly 18, 2008 Corporate Headquarters Historic Fort Harrison 8901 Otis Avenue Dave Huffman Indianapolis, IN 46216 Phone: 3ns26.noo Carmel Street Department Toll-Free: 866.973.7100 3400 W. 131~r Street Fax: 3vs2s.72oo Westfield, IN 46074 Lafayette Office 3725 Rome Drive Park 26 RE: STAFFORD LANE SECTION 1 Lafayette, IN 47905 Phone: 765.448.6661 Fax: 765.448.6665 Dear Dave: Carmel Office 1z8z1 E New Market street Please find enclosed one copy of the Secondary Plat and Construction Plans for the above suite loo referenced project. We will be presenting this project at the August 20, 2008 meeting of the Carmel, IN 46032 Carmel Technical Advisory Committee. Would you please review the enclosed material and Phone: 317.5sssu2 forward to me, any comments or concerns that you may have. Fax: 317.826.6410 Avon Office If you have any questions or require additional information, please feel free to contact me at Building 1000 your convenience. 5250 E US Nighway 36 suhe z5o Sincerely, Avon, IN 46123 Phone: 317.745.9926 Fax: 317.745.9973 THE SCHNEIDER CORPORATION Merrillville Office (( ///'''~~~ ' 1 ~~ r 9800 Connecticut Drive ~yJ Suite BS-508 Merrillville, IN 46307 Eric Batt P E Phone: 219.644.3692 , . . Fax: 219.644.3682 Project Manager NORTH CAROLINA EnCIOSUfe Charlotte Office 2151 Hawkins Street Suite 201 Charlotte, NC 28203 Phone: 704.333.8360 Fax: 704.333.8362 10 WA ProMap Office 1531 Airport Roatl Suite 2 Ames, IA 50010 Phone: 515.233.3311 Fax: 515.233.4575 R:\Sk\5622\002\Docs\Section I\Tacsu6071 ROS.doc . ,.; . _,. . :_. .... , ,. ,. ~._-. ., ,. y.'tAy{r=1+S~r~:~wwwschneidercorP:com" Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Schneider INDIANA Corporate Headquarters Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 Phone: 317.826.7100 To I I-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-50S 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 10 WA ProMap OfFlce 1531 Airport Road Suite 2 Ames, IA 50010 Phone: 515.233.3311 Fax: 515.233.4575 July 18, 2008 US MAIL ONLY Postmaster c/o Dale Sparks Carmel Post Office United States Postal Service 275 Medical Drive Carmel, IN 46032-9998 RE: STAFFORD LANE SECTION 1 Dear Dale: The Schneider Corporation Phone: 317.826.7100 Fax: 317.826.7200 Please find enclosed one copy of the Secondary Plat and Construction Plans for the above referenced project. We will be presenting this project at the August 20, 2008 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. If you have any questions or require additional information, please feel free to contact me at your convenience. Sincerely, THE S1C!`H~N/E~IDER CORPORATION Eric Batt, P.E. Project Manager Enclosure R:\Sk\5622\002\Docs\Section 1\Tacsu6071808.doc The Schneider Corporation Schneider Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Phone: 317.826.7100 'raz: 317.826.7200 INDIANA July 18, 2008 Corporate Heatlquarters Historic Fort Harrison 8901 Otis Avenue ChUCk Shupperd Indianapolis, IN 46216 Phone: 3v.azs.uoo Vectren Energy Toll-Free: 866.973.7100 16000 Allisonville Rd Fax: 317.826.7200 P.O. BOX 1700 Noblesville, IN 46060 Lafayette Office 3725 Rome Drive Park 26 Lafayette. IN 47905 Phone: 765.448.6661 RE: STAFFORD LANE SECTION 1 Fax: 765.448.6665 Carmel OfRce 12821 E New Market Street Deaf Chuck Suite 100 Carmel, IN 46032 Please find enclosed one copy of the Secondary Plat and Construction Plans for the above Phone: 317.569.8112 referenced project. We will be presenting this project at the August 20, 2008 meeting of the Fax: 317.826.641° Carmel Technical Advisory Committee. Would you please review the enclosed material and Avon Office forward to me, any comments or concerns that you may have. Building 1000 525o F us Highway 36 If you have any questions or require additional information, please feel free to contact me at Suite 250 your convenience. Avon, IN 46123 Phone: 317.745.9926 Sincerel Fax: 317.745.9973 y, Merrillville Office THE SCHNEIDER CORPORATION 9800 Connecticut Drive Suite B1-508 Merrillville, IN 46307 ~~ Phone: 219.644.3692 Fax: 219.644.3682 Eric Batt, P.E. Project Manager NORTH CAROLINA Charlotte Office 2151 Hawkins Street sane zo1 Enclosure 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 R:\Sk\5622\002\Doc \Se lion I\Tacsu6071808.doc INDIANA July 18, 2008 Corporate Headquarters Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 4621s Jason Kirkman Phone: 317.826.7100 Brighthouse Networks rou-Free: 86ss73.7100 3030 Roosevelt Ave Fax: 3vs26.720o Indianapolis, IN 46218 Lafayette Office 3725 Rome Drive Park 26 Lafayette, IN 47905 RE: STAFFORD LANE SECTION 1 Phone: 765.448.6661 Fax: 765.448.6665 Carmel Office Dear Jason: 12821 E New Market Stree[ suite 100 Please find enclosed one copy of the Secondary Plat and Construction Plans for the above carmel. IN 4603z referenced project. We will be presenting this project at the August 20, 2008 meeting of the Pnone: 317.ss9.811z Carmel Technical Advisory Committee. Would you please review the enclosed material and Fax: 317.az6.6410 forward to me, any comments or concerns that you may have. Avon Office Building 1000 If you have any questions or require additional information, please feel free to contact me at 5250 E US Highway 36 your convenience. Suite 250 Avon, IN 46123 Sincerely, Phone: 317.745.9926 Fax: 317.745.9973 THE SCHNEIDER CORPORATION Merrillville Office 9800 Connecticut Drive Suite B1-508 ~ ~~ ~~ Merrillville, IN 46307 . Phone: 219.644.3692 Fax: 219.644.3682 Eric Batt, P.E. Project Manager NORTH CAROLINA Charlotte Office EDCIOSUre 2151 Hawkins Street Suite 201 Charlotte, NC 28203 Phone: 704.333.8360 Fax: 704.333.8362 IOWA ProMap Offlce 1531 Airport Roatl Suite 2 Ames, IA 50010 Phone: 515.233.3311 Fax: 515.233.4575 R:\Sk\5622\002\Docs\Section 1\Tacsu6071808.doc - ~ ~ - -- ~ - ~. , ~ - ~ -~- - ~ %~~ ~- , ~SC*,k~w;;d~wwwschneide7corp com~9 The Schneider Schneider INDIANA Corporate Heatlquarters Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 Phone: 317.826.7100 i a I I-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 B1-508 Merrillville, IN 46307 Phone: 219.644.3692 Fax: 219.644.3682 NOR7H 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 4 6 21610 3 7 Phone: 317.826.7100 July ts, 2ooa Jason Lemaster Hamilton County Health Dept. Hamilton County Judicial Center, Suite 30 Noblesville, IN 46060 RE: STAFFORD LANE SECTION 1 Dear Jason: Fax: 317.826.7200 Please find enclosed one copy of the Secondary Plat and Construction Plans for the above referenced project. We will be presenting this project at the August 20, 2008 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. If you have any questions or require additional information, please feel free to contact me at your convenience. Sincerely, THE SCHNEIDER CORPORATION V ~' Eric Batt, P.E. Project Manager Enclosure R:\Sk\5622\002\Docs\Section 1\Tacsu6071808.doc INDIANA July 18, 2008 Corporate Headquarters Historic Fart Harrison 8901 Otis Avenue Indianapolis, IN 46216 Phone: 317.826.7100 BIII HOhl1 Toll-Free: 866.973.7100 Deputy Building Commissioner Fax: sv.az6.7zo0 City of Carmel One Civic Square Lafayette Office Carmel IN 46032 3725 Home Crire , Park 26 Lafayette, IN 47905 Phone: 765.448.6661 RE: STAFFORD LANE SECTION 1 Fax: 765.448.6665 Carmel Office 12821 E New Market Street suite 100 Dear Bill: Carmel, IN 46032 Phone: 3r7s69su2 Please find enclosed one copy of the Secondary Plat and Construction Plans for the above Fax: 317sz6.641o referenced project. We will be presenting this project at the August 20, 2008 meeting of the Avon Office Carmel Technical Advisory Committee. Would you please review the enclosed material and Bonding loon forward to me, any comments or concerns that you may have. 5250 E US Highway 36 Suite 250 If you have any questions or require additional information, please feel free to contact me at Avon, w 46123 your convenience. Phone: 317.745.9926 Fax: 317.745.9973 Sincerely, Merrillville Office 9800 Connecticut Drive THE SCHNEIDER CORPORATION Suite B1-508 _ Merrillville, IN 46307 Phone: 219.644.3692 n ' ~ ~ ` ~ ~1 ~ lq~ Fax: 219.644.3682 li'~~ ~'7~~~// ~~` Eric Batt, P.E. NORTH CAROLINA Project Manager Charlotte Office 2151 Hawkins Street Suite 201 Charlotte, NC 28203 EOCIOSUre 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 R:\Sk\5622\002\Docs\Section 1\"I'acsu6071808.doc INDIANA JUIy 18, 2008 Corporate Headquarters Historic fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 Pnone: 317.az6.71oo Troy Yackle roll-free: ss6.973.noo Panhandle Eastern Pipe Line Company Fax: 317.82s.7zoo 9371 Zionsville Road Indianapolis, IN 46268 Lafayette Office 3725 Rome Drive Park 26 Lafayette, IN 47905 RE: STAFFORD LANE SECTION 1 Phone: 765.448.6661 Fax: 765.448.6665 Carmel Otfice Deaf Troy 12521 E New Market Street sane 10o Please find enclosed one copy of the Secondary Plat and Construction Plans for the above Carmel, IN 46o3z referenced project. We will be presenting this project at the August 20, 2008 meeting of the Phone: 317.569.E112 Carmel Technical Advisory Committee. Would you please review the enclosed material and Fax: 317.826.6410 forward to me, any comments or concerns that you may have. Avon Office Builo7ng looc If you have any questions or require additional information, please feel free to contact me at 5250 E US Highway 36 your convenience. Suite 250 Avon, IN 46123 Sincerely Phone: 317.745.9926 , Fax: 317.745.9973 THE SCHNEIDER CORPORATION Merrillville Office 9800 Connecticut Drive Suite B1-508 ~~ ~`i ~\ ~~Riy Merrillville, IN 46307 F~J ~J"~~ Phone: 219.644.3692 Fax: 219.644.3682 Eric Batt, P.E. Project Manager NORTH CAROLINA Charlotte Office Ef1CIOSUre 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 R:\Sk\5622\002\Docs\Section 1\Tacsu6071808.doc The Schneider Corporation Schneider INDIANA Corporate Headquarters Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 Phone: 317.826.7100 Tof I-Free: 866.9 73.7100 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 B1-508 Merrillville, IN 46307 Phone: 219.644.3692 Fax: 219.644.3682 NORTH CAROLINA Charlotte Office 2157. Hawkins Street Suite 201 Charlotte, NC 28203 Phone: 704.333.8360 Fax: 7D4.333.8362 IOWA ProMap Office 1531 Airport Road Suite 2 Ames, IA 50010 Phone: 515.233.3311 Fax: 515.233.4575 Historic Fort Harrison 8901 Ofs Avenue July 18, 2008 Steve Krebs SBC 5858 North College Avenue Indianapolis, IN 46220 Indianapolis, IN 46216-1037 Phone: 317.826.7100 Fax: 317.826.7200 RE: STAFFORD LANE SECTION 1 Dear Steve: Please find enclosed one copy of the Secondary Plat and Construction Plans for the above referenced project. We will be presenting this project at the August 20, 2008 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. If you have any questions or require additional information, please feel free to contact me at your convenience. Sincerely, THE SCHNEIDER CORPORATION I~ W Eric Batt, P.E. Project Manager Enclosure R:\Sk\5622\002\Docs\Section 1\Tacsu6071808.doc Historic Fort Harrison 8901 Olis Avenue Intllanapolis, IN 4 6 216-10 3 7 Schneider INDIANA Corporate Heatlquarters Histodc Port Harrison 8901 Otis Avenue Indianapolis, IN 46216 Phone: 317.826.7100 To I I ~ Fre e: 866.97 3.7100 Fax: 317.826.7200 Lafayette Otfice 3725 Rome Drive Park 26 Lafayette. IN 47905 Phone: 765.448.6661 Fax: 765.448.6665 Carmel Office 12821 E New Marke[ 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: 37.7.745.9973 Merrillville Office 9800 Connecticut Drive Suite 61-508 Merrillville, IN 46307 Phone: 219.644.3692 Fax: 219.644.3682 NORTH CAROLINA ChaNOtte O/fice 2151 Hawkins Street Suite 201 Charlotte. NC 28203 Phone: 704.333.8360 Fax: 704.333.8362 IOWA PraMap Office 1531 Airport Road Suite 2 Ames, IA 50010 Phone: 515.233.3311 Fax: 515.233.4575 July 18, 2008 Shirley Hunter Duke Energy 16475 Southpark Drive Westfield, IN 46074 RE: STAFFORD LANE SECTION 1 Dear Shirley: The Schneider Phone: 317.826.7100 Faz: 317.826.7200 Please find enclosed one copy of the Secondary Plat and Construction Plans for the above referenced project. We will be presenting this project at the August 20, 2008 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. If you have any questions or require additional information, please feel free to contact me at your convenience. Sincerely, THE SCHNEIDER CORPORATION L~ Eric Batt, P.E. Project Manager Enclosure R:\Sk\5622\002\Docs\Section 1\Tacsu6071808.doc The Schneider Corporation Schneider Historic Fort Harrison 8901 Otis Avenue INDIANA July 18, 2008 Corporate Headquarters Historic Fort Harrison 8901 Otis Avenue Mark Westermeier Indianapolis, iN 46216 Phone: 3v.az6.noo Carmel/CIaY Parks Department Toll-Free: 866.973.7100 1411E 116 ° Street Fax: 3r7.a2s.7zo° Carmel, IN 46032 Lafayette Office 3725 Rome Drive Indianapolis, IN 46216-1037 Phone: 317.826.7100 Fax: 317.826.7200 Park 26 RE: STAFFORD LANE SECTION 1 Lafayette, !N 47905 Phone: 765.448.6661 Fax: 765 n4ssss5 Dear Mark: Carmel Office 12x21 E New Market street Please find enclosed one copy of the Secondary Plat and Construction Plans for the above suite loo referenced project. We will be presenting this project at the August 20, 2008 meeting of the Carmel, m 4so32 Carmel Technical Advisory Committee. Would you please review the enclosed material and Pnone: 3P.569.8u2 forward to me, any comments or concerns that you may have. Fax: 317.826.6410 Avon Ofnce If you have any questions or require additional information, please feel free to contact me at Building 1000 your convenience. 5250 E US Highway 36 Suite 250 Sincerely, Avon, IN 46123 Phone: 317.745.9926 Fax: 317.745.9973 THE SCHNEIDER CORPORATION Merrillville Office ` n , . 9800 Connecticut Drive ~ ( I / ~ ~` Suite 81-508 ~r:~{ /Y ~ Merrillville, IN 46307 Phone: 219.644.3692 Eric Batt, P.E. Fax: u9.644sss2 Project Manager NORTH CAROLINA Enclosure Charlotte Office 2151 Hawkins Street Suite 201 Charlotte, NC 28203 Phone: 704.333.8360 Fax: 704.333.8362 IOWA PraMap Office 1531 Airport Road Suite 2 Ames, IA 50010 Phone: 515.233.3311 Fax: 515.233.4575 R:\Sk\5622\002\Docs\Section 1\Tacsu6071808.doc The Schneider Corporation Schneider Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Phone: 317.826.7100 Fax: 317.826.7200 INDIANA July 18, 2008 Corporate Headquarters .Historic Port Harrison 8901 Otis Avenue Indianapolis, IN 46216 Phone: 317.826.7100 Ryan Hartman Toll-Free: 866.973.7100 Clay Township Regional Waste District Fax: 3vs26.720° 10701 North College Avenue, Suite A Indianapolis, IN 46280 Lafayette ofRce 3725 Rome Drive Park 26 t afayette, w 47905 RE: STAFFORD LANE SECTION 1 Phone: 765.448.6661 Fax: 765.448.6665 Carmel Office Dear Ryan 12821 E New Market Street suite 100 Please find enclosed one copy of the Secondary Plat and Construction Plans for the above Carmel, IN 46032 referenced project. We will be presenting this project at the August 20, 2008 meeting of the Pnone: 3ll.569.9112 Carmel Technical Advisory Committee. Would you please review the enclosed material and Fax: 3v.82ss41° forward to me, any comments or concerns that you may have. Avon Otfice Building 1000 If you have any questions or require additional information, please feel free to contact me at 5z5a e us Hignway 36 your convenience. Suite 250 Avon, IN 46123 Sincerely, Phone: 317.745.9926 Fax: 317.745.9973 THE SCHNEIDER CORPORATION Merrillville Office 9800 Connecticut Drive Suite B1-508 ~' ~- r ,~ Merrillville, IN 46307 ~..~ Phone: 219.644.3692 Fax: 219.644.3682 Eric Batt, P.E. Project Manager NORTH CAROLINA Charlotte Office EnCIOSUre 2151 Hawkins Street Suite 201 Charlotte. NC 28203 Phone: 704.333.8360 Fax: 704.333.8362 10 WA ProMap Office 1531 Airport Road Suite 2 Ames. IA 50010 Phone: 515.233.3311 Fax: 515.233.4575 R:\Sk\5622\002\Docs\Section I\Tacsu6071808.doc The Schneider Corporation Schneider Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 462161037 Phone: 317.826.7100 Fax: 317.826.7200 INDIANA July 18, 2008 Corporate Headquarters Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 Prone: 317.826.7100 Brooke Gajownik Ton-Free: 866.973.7100 Hamilton County Sheriffs Department Fax: 3v.826.7zo° 18100 Cumberland Road Noblesville, IN 46060 Lafayette Office 3725 Rome Drive Park 26 Lafayette, W 47905 RE: STAFFORD LANE SECTION 1 Phone: 765.448.6661 Fax: 765.448.6665 Carmel Office Dear BrOOke: 12821 E New Market Stree[ sane 100 Please find enclosed one copy of the Secondary Plat and Construction Plans for the above Carmel, IN 46032 referenced project. We will be presenting this project at the August 20, 2008 meeting of the Phone: 317.569.8112 Carmel Technical Advisory Committee. Would you please review the enclosed material and Fax: 3nszss4lo forward to me, any comments or concerns that you may have. Avon Office Bwldmg looo If you have any questions or require additional information, please feel free to contact me at 5250 E U8 Highway 36 your convenience. Suite 250 Avon, IN 46123 Sincerely Phone: 317.745.9926 , Fax: 317.745.9973 THE SCHNEIDER CORPORATION Merrillville Oftlce 9800 Connecticut Drive ~~ _ Suite B1-508 1/ ~ ' Merrillville, IN 46307 V _' Phone: 219.644.3692 Fax: 219.644.3682 Eric Batt, P.E. Project Manager NORTH CAROLINA Cbarlotte Office Enclosure 2151 Hawkins Street Suite 201 Charlotte, NC 28203 Phone: 704.333.8360 Fax: 704.333.8362 10 WA ProMap Office 1531 Airport Road Suite 2 Ames, IA 50010 Phone: 515.233.3311 Fax: 515.233.4575 R:\Sk\5622\002\Docs\Se tion 1\Tacsu6071808.doc The Schneider Corporation Schneider Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Phone: 317.826.7100 Fax: 317.826.7200 INDIANA July 18, 2008 Corporate Headquarters Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 Phone: 3vs2s.71oo Ron Farrand ron-Free: s6s.973.7YOO Carmel/Clay Schools Fax: 317x26.7200 5201 East 131~t Street Carmel, IN 46033 Lafayette Office 3725 Rome Drive Park 26 Lafayette, IN 47905 RE: STAFFORD LANE SECTION 1 Phone: 765.448.6661 Fax: 765.448.6665 Dear Ron: Carmel Office 12821 E New PAarket Stree[ suite 10o Please find enclosed one copy of the Secondary Plat and Construction Plans for the above Carmel. IN 4so3z referenced project. We will be presenting this project at the August 20, 2008 meeting of the Phone: 317.569.8112 Carmel Technical Advisory Committee. Would you please review the enclosed material and Fax: 317.826.6410 forward to me, any comments or concerns that you may have. Avoe Office Building looo If you have any questions or require additional information, please feel free to contact me at s2so E us Highway 3s your convenience. Suite 250 Avon, IN 46123 Sincerely, ' Phone: 317.745.9926 Fax: 317.745.9973 THE SCHNEIDER CORPORATION Merrillville Office 9800 Connecticut Drive _ ~ Suite 61-508 ~ ~ ~~ Merrillville, IN 46307 Phone: 219.644.3692 ' Fax: 219.644.3682 Eric Batt, P.E. Project Manager NORTH CAROLINA Charlotte Office 2151 Hawkins Street Enclosure Suite 201 Charlotte, NC 28203 Phone: 704.333.8360 Fax: 704.333.8362 Iowa ProMap Office 1531 Airport Road Swte 2 Ames, IA 50010 Phone: 515.233.3311 Fax: 515.233.4575 R:\Sk\5622\002\Docs\Section 1\Tacsu6071 ROS.doc :. The Schneider Corporation Schneider INDIANA Corporate Headquarters Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 Phone: 317.826.7100 To I I-Free: 866.97 3.7100 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 B1-508 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 Faz: 704.333.8362 10 WA ProMap Office 1531 Airport Road Suite 2 Ames, IA 50010 Phone: 515.233.3311 Fax: 515.233.4575 Historic Fort Harrison 8901 Otis Avenue July 18, 2008 Bill Akers Carmel/Clay Communications 31 First Avenue, N.W. Carmel, IN 46032 Indianapolis, iN 4 6 2 16-10 3 7 Phone: 317.826.7100 Fax: 317.826.7200 RE: STAFFORD LANE SECTION 1 Dear Bill: Please find enclosed one copy of the Secondary Plat and Construction Plans for the above referenced project. We will be presenting this project at the August 20, 2008 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. If you have any questions or require additional information, please feel free to contact me at your convenience. Sincerely, T/HE S~CH\\NEIDER CORPORATION Yom. ^~ Eric Batt, P.E. Project Manager Enclosure K:\Sk\5622\002\Docs\Section 1\Tacsu6071808.doc ~~~t1;wwwsch neitle rcorp:com The Schneider Corporation Schneider INDIANA Corporate Headquarters Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 Phone: 317.826.7100 To I I-Free: 866.973.7100 Fax: 317.826.7200 Lafayette Office 3725 Rome Drive Park 26 Lafayette, IN 47905 Phone: 765.448.6667. Fax: 765.448.6665 Carmel Office 12821 E New Market Street Suite lOO 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 61-508 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 10 WA ProMap Office 1531 Airport Road Suite 2 Ames. IA 50010 Phone: 515.233.3311 Fax: 515.233.4575 Historic Fort Harrison 8901 Otls Avenue July 18, 2008 Chris Ellison City of Carmel Fire Department Two Civic Square Carmel, IN 46032 Indianapolis, IN 46216-1037 Phone: 317.826.7100 Fax: 317.826.7200 RE: STAFFORD LANE SECTION 1 Dear Chris: Please find enclosed one copy of the Secondary Plat and Construction Plans for the above referenced project. We will be presenting this project at the August 20, 2008 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. If you have any questions or require additional information, please feel free to contact me at your convenience. Sincerely, THE SCHNEIDER CORPORATION ~~ Eric Batt, P.E. Project Manager Enclosure R:\Sk\5622\002\Docs\Section I\Tacsu6071808.doc