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Home My WebLink AboutCorrespondence Page 1 of 1 Conn, Angelina V From: Sent: Jason Coyle [jcoyle@Stoeppelwerth.com] Tuesday, October 09, 2007 10:24 AM To: Krueskamp, Theresa A Cc: Conn, Angelina V; Dennis Olmstead; RKROEHLlNG@AOL.COM Subject: Lakeside Park Sections 5, 6, & 7 - Plats Attachments: Lakeside Park S5 Acad 04.dwg; Lakeside Park S6 Acad 04.dwg; Lakeside Park 87 Acad 04.dwg Terry Krueskamp, Attached are the digital files (AutoCAD 2004 - .dwg) for the abovementioned projects. An other email will follow shortly with PDF files of the plats. We will be bringing the plats in today for review and signatures. It is my understanding that you need two Mylar copies (one for the Recorder's Office and one for our office) and 3 paper copies, please confirm. Please reply to this email therefore letting me know that you have received the files. Thank you and have a great day. R Jason Coyle Project Surveyor Stoeppelwerth & Associates, Inc. 7965 East 106th Street Fishers, IN 46038 Ph. (317)-849-5935 Fax (317)-849-5942 Direct: (317)-570-4711 yy:'!!y!.:.$tQE':ppeIWE':ft.h,QQfD 10/9/2007 April 1 7, 2007 EL o V. ()<1 ODOS- ~ P Mr. Ed Fleming Stoeppelwerth & Associates, Inc. 9940 Allisonville Road C I Fishers, IN 46038-2005 RE: Lakeside Park Subdivision, SecjoM5W~~vl'fls,YOR Dear Mr. Fleming: The City has received your comment letter and drawings dated April ] 0, 2007 based upon the City review of March 2,2007. The comments from the City review have been satisfactorily addressed with the following exception: COMMENTS-CONSTRUCTION PLANS 1. Per my e-mail today, Engineering is attempting to resolve the mining and resurfacing issue, which may require further plan edits to various sheets of the plan set. These comments represent the Department of Engineering's fifth review of the construction plans for this project. We request that all responses to our conunents be provided in writing. Failure to provide written responses my result in the delay ofthe review process. 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. All bonds and performance guarantees must be posted prior to Engineering Department approval of construction plans. Board of Public Works and Safety approvals and any other governing agency approvals (if required) must be obtained prior to Engineering Department approval. All performance guarantees must be posted prior to submission of secondary plats for Board of Public Works and Safety approval. The Department reserves the right to provide additional conunents based upon subsequent reviews and on the grading and drainage system upon receipt of drainage calculations and detailed construction drawings. If you have questions, I may be reached at 571-2441. Cc: Matt Griffin, Department of Community Services John Duffy, Director Carmel Utilities Paul Pace, Distribution Greg Hoyes, Hamilton County Surveyor's Office Ray Roehling, RoeWing Enterprises Engineering Department File Engineering Department Review S:\DHILL\PROJEREV07\LAKESIDEPARK5#5 DEPAHTMENT OF ENGINEERING ONE CIVIC SQUARE, CARMEL, IN 46032 OFFICE 317.571.2441 FAX 317.5712439 EMAIL engineering@carmel.in.gov ~.. ) March 2, 2007 h ., co. '/~ \ttCE\\ltU EL I~. ~.:,!\:-:tf\'l'PJi.ll ~ ~lj~r' liV\ JAMES BRAINARD, MAYOR ~y J ~tpf:JiJCS \ f..-l ^ CO _ .- RE: La.keside Park Subdivision, Section s..Project Review #4 U'J; Mr. Ed Fleming CI Stoeppelwerth & Associates, Inc. 9940 AHisonville Road Fishers, IN 46038-2005 Dear Mr. Fleming: The City has received your comment letter and drawings dated February 23, 2007 based upon the City review of February 6, 2007. The comments from the City review have been satisfactorily addressed with the folJowing exceptions: COMMENTS-CONSTRUCTION PLANS 23. The City typically requires 1" miHing with 1.5" H.A.C. # 11 resurfacing for the entire width of the existing roadway across the property frontage. The roadway would then also need to be restriped with thermoplastic striping. Please develop a plan for the restriping. Please add a note to this plan that all striping shaH be thermoplastic. Please delineate the milling aild resurfacing areas with hatching on the plans and appropriate reference in the legend. Thank you for making the requested revisions. Per previous comments, the mill and resurface must be indicated across the entire width of the existing Towne Road and 141"' Street frontages. The 4" yellow single dashed line indicated on C404 must be a double solid yellow. These comments represent the Deparlment of Engineering's fourth review of the construction plans for this project. We request that aU responses to our comments be provided in writing. Failure to provide written responses my result in the delay of the review process. It is critical that this office be made aware ofall 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. All bonds and performance guarantees must be posted prior to Engineering Deparlment approval of construction plans. Board ofPubHc Works and Safety approvals and any other governing agency approvals (if required) must be obtained prior to Engineering Department approval. All performance guarantees must be posted prior to submission of secondary plats for Board of Public Works and Safety approval. The Department reserves the right to provide additional comments based upon subsequent reviews and on the grading and drainage system upon receipt of drainage calculations and detailed construction drawings. If you have questions, I may be reached at 571-2441. Sin;'!. / . G~Jr.,p. . Assistant City Engiileer Department of Engineering DEPARTMENT OF ENGINEERING ONE CMC SQUARE, CARMEL, IN 46032 OFFICE 317.571.2441 FAX 317.571.2439 EMAIL engineering@canneLin.gov .,Q.... J Cc: Matt Griffm, Department of Community Services John Duffy, Director Cannel Utilities Paul Pace, Distribution Greg Hoyes, Hamilton County Surveyor's Office Ray Roehling. Roehling Enterprises Engineering Department File Engineering Department Review S :\DHILL\PROIEREY07\LAKESIDEP ARK.5#4 ;. ..... February 6, 2007 cctooq CiXJ0J sp . , Mr. Ed Fleming C Stoeppelwerth & Associates, Inc. I 9940 Allisonville Road Fishers, IN 46038-2005 ]AM.ES BRAINARD, !\1AYOR EL RE: Lakeside Park Subdivision, Section 5-Project Review #3 Dear Mr. Fleming: The City has received your comment letter and drawings dated January 17, 2007 based upon the City review of December 4, 2006. The comments from the City review have been satisfactorily addressed with the following exceptions: COMMENTS-CONSTRUCTION PLANS 16. Any new pavement placed in the 141st Street and Towne Street rights-of-way for widening, for auxiliary lanes and for each entrance up to the mainline right-of-way limit shall meet the following section: 1.5 inches HMA # II surface on 2 inches HMA #8 binder on 3 inches HMA #5D base on 7 inches #53 stone on 4 inches #2 stone or match existing, whichever is greater. Please delineate this section with hatching on the plans and appropriate reference. in the legend. Please indicate widening on the road cross-section. Please revise the legend on Sheet C403 such tbat tbe hatching indicates required widening. 17. Please revise the curb joint detail to provide a maximum distance of 50 feet between transverse expansion joints and a maximum of 10 feet between transverse contraction joints. Please indicate that the transverse contraction joint spacings are maximum spacings. 23. The City typically requires I" milling with 1.5" H.A.C. #11 resurfacing for the entire width of the existing roadway across the property frontage. The roadway would then also need to be restriped with thermoplastic striping. Please develop a plan for the restriping. Please add a note to this plan that all striping shall be thermoplastic. Please delineate the milling and resurfacing areas with hatching on the plans and appropriate reference in the legend. Please develop a plan for the restriping. Sheets C200 and C403 indicate widening only. The legend on Sheet C403 indicates tbat tbe batched area requires mining and resurfacing. Please add a separate hatch for milling and resurfacing. These comments represent the Department of Engineering's third review of the construction plans for this project. We request that all responses to our comments be provided in writing. Failure to provide written responses my result in the delay of the review process. 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. All bonds and performance guarantees must be posted prior to Engineering Department approval of construction plans. Board of Public Works and Safety approvals and any other governing agency approvals (if required) must be obtained prior to Engineering Department approval. All performance guarantees must be posted prior to submission of secondary plats for Board of Public Works and Safety approval. The Department reserves the right to provide additional conunents based upon subsequent reviews and on the grading and drainage system upon receipt of drainage calculations and detailed construction drawings. If you have questions, I may be reached at 571-2441. DEPARTMENT OF ENGfNEERING ONE CrVlC SQUARE, CARMEL, IN 46032 OFFICE 317.571.2441 FAX 317.571.2439 EMAJL engineering@carmel.iJ1.gov ,." i' nin ty' I , . \ . ji / / !,.~ / ('L /r~lA..1 ~ bary R. DJmcan Jr., P.E. Assistant City Engineer Department of Engineering ! // ! ' / I &t- Cc: Matt Griffin, Department ofConununity Services John Duoy, Director Carmel Utilities Paul Pace, Distribution Greg Hoyes, Hamilton County Surveyor's Office Ray Roehling, Roehling Enterprises Engineering Department File Engineering Department Review S:\DHILL\PROJEREV07\LAKESIDEPARKS#3 .." December 4,2006 Oca oq mCYD 0P , II' \". '- r. ~\ ." . -.7'\ """ ~-1- ~ t~ .\~ \~ :::t: "~.~y,~,~ ''.\,~".. ',1',,';1 Mr. Ed Fleming C Stoeppelwerth & Associates, Inc. I 9940 AlIisonviIle Road Fishers, IN 46038-2005 JAMES BRAINARD, MAYOR ", < .,l';. ~ ,""" ,,' "'- RE: Lakeside Park Subdivision, Section 5-project Review #2 Dear Mr. Fleming: The City has received your comment letter and drawings dated November 29,2006 based upon the City review of October 18,200,6. The comments from the City review have been satisfactorily addressed with the following exceptions: COMMENTS-CONSTRUCTION PLANS 16. Any new pavement placed in the 14]st Street and Towne Street rights-of-way for widening, for auxiliary lanes and for each entrance up to the mainline right-of-way limit shall meet the following section: 1.5 inches HMA #]] surface on 2 inches HMA #8 binder on 3 inches HMA #5D base on 7 inches #53 stone on 4 inches #2 stone or match existing, whichever is greater. Please delineate this section with hatching on the plans and appropriate reference in the legend. Please indicate widening on the road cross-section. Please delineate tbis section with batching on the plans and appropriate reference in the legend. 17. Please revise the curb jointdetail to provide a maximum distance of 50 feet between transverse expansion joints and a maximum of 10 feet between transverse contraction joints. Please indicate that the transverse contraction joint and transverse expansion joint spacings are maximum spacings. 23. The City typically requires I" milling with] .5" H.A.C. # II resurfacing for the entire width of the existing roadway across the property frontage. The roadway would then also need to be restriped with thermoplastic striping. Please develop a plan for the restriping. Please add a note to this plan that all striping shall be thermoplastic. Please delineate the milling and resurfacing areas with hatching on the plans and appropriate reference in the legend. Please delineate the milling and resurfacing areas with hatching on the plans and appropriate reference in the legend. Please develop a plan for tbe restriping. 26. All utility poles must be, within one foot of the right-of-way. If it will be necessary to relocate existing utility poles, the cost of the relocation shall be borne by the Developer. There is an approximation of this note on Sheet C403. Please revise such that note is written exactly as stated in this comment "All utility poles must be within one foot of the right-of-way. If it will be necessary to relocate existing utility poles, the cost of the relocation shall be borne by tbe Developer.'" 27. Please be aware that it is the petitioner's responsibility to extend or replace existing road culverts as necessary to accommodate road improvements. The Department of Engineering will make the final determination of whether the culverts may be extended or if they must be replaced. Please indicate on the plans, any culverts or other drainage structures beneath 14181 Street and Towne Road that need to be extended due to the widening work. Are there Bny culverts beneath 141" Street or Towne Road that are not shown on the plans? These comments represent the Department of Engineering's second review of the construction plans for this project. We request that all responses to our comments be provided in writing. Failure to provide written responses my result in the delay of the review process. 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 DEPARTMENT OF ENGINEERING ONE ClVlC SQUAJlE, CARMEL, IN 46032 OFFICE 317.571.2441 FAX 317.571.2439 EMAIL engineering@carmel.in.gov .. -. ! 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. AU bonds and performance guarantees must be posted prior to Engineering Department approval of construction plans. Board of Public Works and Safety approvals and any other governing agency approvals (if required) must be obtained prior to Engineering Department approval. All performance guarantees must be posted prior to submission of secondary plats for Board of Public Works and Safety approval. The Department reserves the right to provide additional comments based upon subsequent reviews and on the grading and drainage system upon receipt of drainage calculations and detailed construction drawings. If you have questions, I may be reached at 57] -2441. Gary R. Dun an Jr.. Assistant Ci Engineer Departmen of Engineering Enclosures Cc: Matt Griffin, Department of Community Services John Duffy, Director Carmel Utilities Paul Pace, Distribution Greg Hoyes, Hamilton County Surveyor's Office Ray Roehling, Roehling Enterprises Engineering Department File Engineering Department Review S:\DHILL\PROJEREY06\LAKESIDEPARK5#2 October 18, 2006 J-'\.MES BRAINARD, MAYOR Mr. Ed Fleming Stoeppelwerth & Associates, Inc. 9940 Allisonville Road Fishers, IN 46038~2005 RE: Lakeside Park Subdivision, Section S.Project Review #1 Dear Mr. Fleming: ()(Qo9()CO~ '09 EL We have reviewed the construction plans submitted for the September 20, 2006 Technical Advisory Committee meeting. We offer the following comments: GENERALINFO~ATION 1. The project site is located within current City of Carmel COJporate Limits. 2. Jurisdictions: · Streets and Right of Way- City of Carmel (14 lot Street, Towne Road) o Water - City of Carmel. o Sanitary Sewers - Clay Township Regional Waste District · Storm SewerslDrainage - Hamilton County Surveyor's Office I City of Carmel. · Regulated! Legal Drains - Hamilton County Surveyor's Office. 3. Board of Public Works and Safety Requirements: · Water Availability approval from the Board is based upon total residential lots within the subdivision @ 1.0 EDUlLot/Single Family Residence. Reference item # 12 below for a more detailed explanation. [f a community swimming pool or bathhouse is planned for this section, additional Water Availability approval from the Board will be required and additional water Connection Fees will be assessed. If entryway or other community irrigation systems are plamted, these will also require additional Water Availability approval from the Board and additional Water Connection Fees will be assessed based upon the size and usage of the system. o Temporary Construction Entrance (if applicable and iflocated at a location other than planned permanent entrances) e Please be advised that any open cuts of dedicated streets wlll require separate Board of Public Works and Salety approval. D Any permanent improvement (including irrigation systems) to be installed within dedicated right of way or dedicated easements. This approval would require a Consent to Encroach Agreement between the Owner and the City of Carmel. . Secondary Plat approval. I am also enclosing a schedule for Board of Public Works and Safety meeting dates and agenda deadlines for your use. Please use the Engineering Department deadlines for submissions to the Board. Any submission to the Board requires prior approval by the Carmel Clay Plan Commls~io" and/or the Board of Zoning Appeals (If applicable) and completion of review by the Technical Advisory Conunltlee. All written requests to be placed on the 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 (II applicable). DEPARTMENT OF ENGINEERING ONE CIVIC SQUARE, CARMEL, IN 46032 OFFICE 317.571.2441 FAX 317.571.2439 EMAIL engincering@carmelin.gov 4. T.A.C. Review/Drawings submitted for approval: We request that all comments and comment letters generated by this office be answered in writing and be accompanied by a drawing reflecting requested revisions. Final drawings will not be approved for construction until aU Engineering Department, Utility Department and Hamilton County Surveyor issues have been resolved. The design engineer must certify all drawings submitted for final approval. Since there is dual jurisdiction with the Hamilton County Surveyor's Office, the coordination of approval between the two agencies will be: o Provide 8-sets of Drawings to Carmel Engineering for approval after all issues have been resolved and you have received notification of drawing approval. Q Cannel Engineering and Carmel Utilities will sign the 8-sets. . The Developer or the Developer's Engineer will deliver the gwsets to the Hamilton County Surveyor's Office for approval. · Distribution of the 8-sets will be 2-sets to the Hamilton County Surveyor, I-set to each of the Developer, the Engineer and the Contractor and 3-sets to Carmel Engineering. CI We also require the submission of a CD of tile approved construction drawings, per City of Cannel standards. After distribution of the drawings, a pre-construction meeting may be scheduled with the appropriate agencies including Carmel Engineering and Utilities and the Surveyor's Office. 5. Please be advised that any installation of signs, walls, irrigation systems, etc. within dedicated right of way or dedicated easements will require a Consent to Encroach Agreement with the City of Carmel's Board of Public Works and Safety. 6. Carmel Utilities should be provided drawings for review of water issues. They will provide a separate review regarding these issues. Please assure that Carmel Utilities is on the distribution list for all drawings and drawing revisions. Please send the drawings to: Paul Pace Carmel Utilities Water Distribution 130 1st Avenue SW Carmel, IN 46032 7. Carmel Utilities does subscribe to "Holey Moley" and should be contacted directly for all water main locations. 8. I am including copies of the following with this correspondence: · Subdivision Project Approval Procedures · Performance Release Procedure · Subdivision Building Permits · Permit Data, Contacts, etc. . Subdivision Sign Requirements (Available upon Request) BONDING REOUIREMENTS 9. Individual Performance Guarantees will be required for the following subdivision improvements: . Streets l!l Curbs " Water Mains " Street Signs · Interior Sidewalks (builders lot right of way concrete sidewalks) · Exterior Sidewalks/Asphalt Paths (right of way concrete sidewalks andlor asphalt paths adjacent to perimeter roads and right of way concrete sidewalks and/or asphalt paths adjacent to common areas. · Perimeter Road Improvements if applicable. " Erosion Control. Contact Amanda Foley, Storm Water Administrator for the Department of Engineering, regarding erosion control requirements. 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 Engineers Estimates fOf each improvement including unit costs, quantities, materials and types of materials, etc. Upon completion and release of individual Performance Guarantees, a three-year Maintenance Guarantee will be required. The Maintenance Guarantee amount is based upon 15% of the Performance amount for Streets and Curbs and 10% of the Performance amount for all other improvements. Performance Guarantees may be Performance or Subdivision Bonds or Irrevocable Letters of Credit. Please reference the enclosures for more detailed explanation of our procedures. It is our understanding that the Hamilton County Surveyor's Office will require performance guarantees for Storm Sewers/Storm Drainage and Monuments & Markers. Sanitary Sewers are under the jurisdiction of the Clay Township Regional Waste District. 10. The performance guarantees for streets for Lakeside Park, Sections 3 and 4, have not been released. The guarantees have been posted since March of2005. Please advise this office as to the status of completion of these improvements and when release of the performance guarantees might be requested. It is also our understanding that the performance guarantees for streets, curbs and street signs for Lakeside Park, Sections 1 and 2 are still posted with the Hamilton County Highway Department. Please give us an update on the status of these performance guarantees as well. The procedure we have followed with Hamilton County regarding release of their performance guarantees for developments annexed by the City of Carmel is as follows. Hamilton County normally will notifY us that they have inspected the improvement and it is ready for release. The Developer is notified that they need to post a 3-year, 15% maintenance bond with the City. When the bond is received, we notify Hamilton County and they release the performance through the Board of Hamilton County Commissioners. 11. We have engaged Crossroad Engineers, PC to review all drainage plans and drainage calculations submitted to this office for review. We will share Crossroad's comments as they are received. Please provide a set of drawings and drainage calculations directly to Crossroad. AVAILABILITY AND CONNECTION FEES 12. Availability (acreage) Fees must be paid after all other Engineering Department requirements have been satisfied and prior to start of construction activities. Availability Fees are based upon total platted acreage for the development at the current rate of$1,01O.00 per acre for Water Availability. Based upon the secondary plat's indicated acreage, the following Availability Fees would apply to Section 5: Water -24.135 Acres@ $1,OIO.OO/Acre = $ 24,376.00 Connection Fees (current) are $1,310.00 for water per single-family residence. Connection Fees are paid when the infrastructure has been completed, satisfactory test results obtained and the subdivision has been released for permits. Connection Fees are paid on a ~ basis. III q an irrigation system is planned Is planned for this. or any future section 0/ the development, additional Water Connection Fees will be assessed based upon the recommendation 0/ the Director 0/ Carmel Utilities. COMMENTS-CONSTRUCTION PLANS 13. Please remove the landscape plan, Sheet C803, from plans submitted for approval by the Department of Engineering. Also please remove the landscape plan title from the index on the cover sheet. 14. On Sheet C200 is the note "WIDEN SOUTH SIDE OF 141 ST STREET AND THE WEST SIDE OF TOWNE ROAD TO 15'-0" FROM THE EXISTING CENTER OF PAVEMENT WITH A 3'- 0" STONE SHOlll.DER ACROSS THE ENTIRE FRONTAGE." Please provide a typical cross- section on Sheet C802 illustrating this work. This cross-section should contain complete details, including but not limited to, the existing pavement centerline, the right-of-way pavement section, the stone shoulder and subsurface drain, and the asphalt path. IS. Please provide a Maintenance of Traffic plan. 16. Any new pavement placed in the 141st Street and Towne Street rights-of-way for widening, for auxiliary lanes and for each entrance up to the mainline right-of-way limit shall meet the following section: 1.5 inches HMA #11 surface on 2 inches HMA #8 binder on 3 inches HMA #5D base on 7 inches #53 stone on 4 inches #2 stone or match existing, whichever is greater. Please delineate this section with hatching on the plans and appropriate reference in the legend. Please indicate widening on the road cross-section. 17. Please revise the curb joint detail to provide a maximum distance of 50 feet between transverse expansion joints and a maximum of 10 feet between transverse contraction joints. 18. Revise "Residential Streets Only" detail on C802 to reference City backfill standards. Also, the City has a road cut patch detail for cuts into existing pavement. 19. On the typical cross-section on Sheet C802, please indicate the outside edge of the subsurface drain trench aligned with the back of the curb. This would be compatible with the City of Cannel subsurface drain standard. 20. On the typical cross-section on Sheet C802, on the right side of the drawing some of the information is out of place. The leader for the note "4" MIN. GRANULAR MATERIAL" is in the wrong location. The rectangle depicting the ground between the sidewalk and the right-of-way line is out of place. 21. Sheet C801, SheetC802, and any other place indicated in the drawing set - Please revise the note "THE CITY OF CARMEL AND THE HAMIL TON COUNTY SURVEYORS OFFICE REQUIRES DOUBLE WALL HANCOR HI-Q SSD PIPE OR EQUAL TO BE USED" to "THE CITY OF CARMEL AND THE HAMILTON COUNTY SURVEYOR'S OFFICE REQUIRE DOUBLE WALL HANCOR HI-Q SSD PIPE OR EQUAL TO BE USED." 22. Please add the note "THERE SHALL BE NO MANHOLES OR WATER VALVES WITHIN THE STREET PAVEMENT, CURBS, SIDEWALKS, OR ASPHALT PATHS" to the appropriate sheets. 23. The City typically requires 1" milling with 1.5" H.A.C. #11 resurfacing for the entire width of the existing roadway across the property frontage. The roadway would then also need to be restriped with thermoplastic striping. Please develop a plan for the restriping. Please add a note to this plan that all striping shall be thermoplastic. Please delineate the milling and resurfacing areas with hatching on the plans and appropriate reference in the legend. 24. The City has adopted a new paving policy. Please revise any notes, specifications, and details to accommodate this policy. The language of this policy must be added to a specification sheet on the plans and delete note on C802 related to paving requirements. 25. The City has adopted a new curbing policy. Please revise any notes, specifications, and details to accommodate this policy. The language of this policy must be added to a specification sheet on the plans. 26. All utility poles must be within one foot of the right-of-way. If it will be necessary to relocate existing utility poles, the cost of the relocation shall be borne by the Developer. 27. Please be aware that it is the petitioner's responsibility to extend or replace existing road culverts as necessary to accommodate road improvements. The Department of Engineering will make the final determination of whether the culverts may be extended or if they must be replaced. Please indicate on the plans, any culverts or other drainage structures beneath 141 &1 Street and Towne Road that need to be extended due to the widening work. 28. The grading of Twin Lakes Circle West seems very flat. Will this drain properly? The slope from the center of the roundabout north to the high point in the curb is only 0.6%. 29. Was detention of the road right-of-way anticipated in the master planning of the storm water management system? These comments represent the Department of Engineering's initial review of the construction plans for this project. We request that all responses to our comments be provided in writing. Failure to provide written responses my result in the delay of the review process. 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 notity us of any changes and specifically state any changes, including changes resulting from Plan Commission, BZA or other committee meetings. All bonds and performance guarantees must be posted prior to Engineering Department approval of construction plans. Board of Public Works and Safety approvals and any other governing agency approvals (if required) must be obtained prior to Engineering Department approval. All performance guarantees must be posted prior to submission of secondary plats for Board of Public Works and Safety approval. The Department reserves the right to provide additional comments based upon subsequent reviews and on the grading and drainage system upon receipt of drainage calculations and detailed construction drawings, If you have questions, I may be reached at 571-2441. Enclosures Cc: Matt Griffin, Department of Community Services John Duffy, Director'Carmel Utilities Paul Pace, Distribution Greg Hoyes, Hamilton County Surveyor's Office Ray Roehling, Roehling Enterprises Engineering Department File Engineering Department Review S:\DHILL\PROJEREV06\LAKESIDEPARKS ~09/19/2005 11:48 3177769528 HAMILTON CO SURVEYOR PAGE 01/ 02 OloogCDJn 0P ..' . '\.. ',-"yo ). / ,.,......~...~-,- -" ." -0:~ -- ").,Y. ').. ---,,=~", -;:, ) C~) y -""-~. '.. XentOIl C. 'Ward, ...ljurIJC)'or {1'ri.,II<' (1I 7) 776-s4~)S 'r:n.l" (;,17) i7t';"~(~J.~ SHifr 1 ,~S One ,'}{amil/em l..illfllfy Selrlr.lTr ~ViJ"bl'tf/(, lndiallll 4(,'o6o-J.'"-Jo September 19, 2006 Stoeppelwerth & Associates, Inc. ATTN: Ed Fleming 9940 Allisonville Road Fishers, IN 46038-2005 VrA FACSIMILE: 849.5942 ~ RECEJVED SEPI ~ 2006 DOCS I I \ RE: Lakeside Park - Section 5 Dear Mr. Fleming: We have reviewed the construction plans submitted to the Hamilton County Surveyor}s Office on April 4, 2006 for this project aild bave the following comments: 1. This proposed project falls within the corporate limits and MS4 jurisdiction of the City of Cannel. 2. This proposed project DOES NOT fall within a Cannel Wellhead Protection ZI;me. 3. This project will be a Hamilton County Regulated Drajn Subdivision, along with the other sections of this development 4, Please submit the following procedural items with the revised constru,ction plans to th.is office} Individual Non-enforcement Agreement (for cncroaclunent of walking path and landscaping into Stultz and AhnondR.D.E.)~ engineer's estimate. and all associated bonds for 120% of construction cost The applications arc available on oUTwebsite at http://www.co.hamilton.in.us. go to Departments, Surveyor. and Fonns. S. Please show the emergency overflow notch for Lake #5 (contour lines), and spot elevations on the overflow notch and walking path. The walking path must dip to the 903.3 elevation so that is does not become an obstruction to the overflow path. Also, please change the overflow cross-section to label it as Lake #5, not Lake::: #6. . ~09/19/2006 11:48 3177769628 HAMILTON CO SURVEYOR PAGE 02/02 6. Please change the D. U. & S.B. along the westem side of lots 153 to give us our require 15' easement from the centerline of the regulated drain. This could be done by changing to a variable ea.c::ement from the back corner of the building pad and running it straight to the B.L. at the intersection ofthe rear yard D.V. & S.B. 7. Please be aware that Hamilton CQunty Surveyor's. Office and the Hamilton Cou,nty Drainage Board arc: not looking favorable towa:td$ driveway encrQAchme11.1:$ into R.D.E. This 1S due to increased cost of future repairs and major inconvenience for the P.O. at the time 'Work is perfonned. This will affect lots 144, 145, 158. 159, and 162 in this section and should be discussed with the builder prior to a plot plan being submitted. 8. Please add 2 'sumps to Strocture 177 and 180B to catch sediment and debds from the Towne RQad ROW. 9. This sjtc has private tiles that were encountered when .the new Stultz and Almond Drain was installed. They were repair and leave connected to the old tile. They will need to be located and properly capped with the development of this section, to prevent $ediment entering the old tile. HCSO is contacting the contractor to get the location where these tiles were encountered and that information will be forwarded once received. 10. No landscape planting will be permitted or allowed within the proposed regulated drainage ea.c::ements per Indiana Code 36-9~27.33(d). The landsc:ape plans look pretty good but a few changes are being requested. The ~s around Lake #5, I would like to see no lower then the 909 contour line. The tree near Str. l8DB needs to be push 5' north. The 5 trees along the western end ofthe 14151 ROW. I would like to seepu.shed to the back of the 25' D.U. & L.M.E. (in line with the e3$terrl ones) since they are an encroachment into an existing R.D.E. 11. Please note that furth.er comments may be necessary at a la.ter date. Should you have any questions, I can be reached at 317-776-8495. ~~c~~. eJye~ Plan Reviewer cc: Matt Griffm - Cannel DOCD Amanda Foley - Cannel Engineering Dick Hill - Cannel Engineering Mike McBride - HCHD Greg IIko - Crossroads Engineers Ray Roehli:n.g - 571~9153 u u fV~ f1~~---:-----~ '~qD ~ .dt11-,-b'-"-r\C{)JGV~.Q=~'t ;:' September 14, 2006 Mr. Ed Fleming Stoeppelwerth & Associates, Inc. 9940 Allisonville Road Fishers, IN 46038-2005 RE: Lakeside Park Subdivision, Section 5 Dear Mr. Fleming: The following letter represents comments from the Engineering Department for this project specifically addressing the areas ofstortn watet' quality. We have l'eviewed the construction drawings submitted for this project for the September 20, 2006 Tec1mical Advisory Committee meeting and offer the following COIlUnents: BONDING REQUIREMENTS 1. The following bOliding requirements apply to this project: Performance Guarantees An Erosion and Sediment ContTQl Performance Guarantee is needed for this project. STORM WATER OUALITYREVIEWCOMMENTS-CONSTRUCTION PLANS The following Items of the storm water pollution prevention plan have not been satisiied: A 18. Soils map including soil descriptions and limitations Need better descriptions and limitations. H2. Seql.ll;~nce describing storm water quality measure implementation relative to land disturbing activities A drawing demonstrating measureS needed during grading and a drawin'g demonstrating measures needed after streets and utilities are in and homes are being constructed would be preferable to "Temporary" and "Permanent" sheets currently included. The sequences on C300 and C302 should match. Changc all refercnces onhe Hamilton County Soil and Water Conservation District to the City of Carmel. The referenced filters and traps arc not shown in the plans. Include building and home construction. Include a regular street s\veeping schedule. Rear-yard swales and the p'ond should be stabilized with erosion COlltrol blankets and seeded as soon as they are built. Silt fence should be installed around all of the rear-yard swales before home constl1lction begins. All post construction BMPs should be cleaned at the end of construction of homes in the subdivisioll. B4. Sediment control measures for sheet now areas Silt fence is needed at the Southeast comer of this section along Towne Road. B6. Sediment control measures for storm sewer inlet protection ;;- .. u u The City of Carmel prefers inlet protection to be either a catch basin insert or a mat fastened to the grate, butallowing an overt1ow. BID. Locati.on, dinlensions, specitications, and construction details of each stormwater quality measure Include a detail for the construction entrance. B14. Monitoring and maintenance guidelines for each proposed stoi"mWater quality measure Locations for the referenced sediment trap and sediment basin are not shown in the plans. B15. Erosion and sediment control specifications for individual building lots Specify that streets along lot frontage shall be cleaned at the end of every work day. Petiineter protection should be installed before excavation of basement/foundation has begun. Perimeter protection on lots shall remain in place until the lot is stabilized with at least 70% cover. All trash and construction debris shall be disposed properly into an enclosed waste receptacle. C2. Sequence describing stormwater quality measure implementation If the landscaping is to serve as a water quality BMP for this project, a detailed explanation of how the plants and design selected are in excess of that required by Scott Brewer and how these will reduce runoff and enhance stormwater quality. C3. Description of proposed post construction stormwater quality measures All stormwatet leaving a site, post construction, shall be treated by at least two BMPs. Refer to Chapter 700 of the City of Carmel Stormwater Tec1mical Standards Manual for details. There are guidelines for certain BMPs (swales) to be considered for water quality purposes. C4. Location dimensions, specifications, and construction details of each stormwater quality measure C5. Description of maintenance guidelines for post construction storm water quality measures An O&M manual specifying information regarding maintenance of ALL of the water quality BMPs is needed. An owner acknowledgement agreement for the BMPs has been included and should be completed and submitted with the O&M manual. 'vVe request that all responses t() our comments be provided in writing. Failmc to provide written responses may result in delay of the review process. It is critical that this office be made aware of all modification made on the plans beil1g 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. All bonds and performance guarantees (if required) must be posted prior to Engilieering Department approval. Also, Board of Public Works and Safety approval and any other governing agency approvals (if required) must be obtained prior to Engineering Department approval. The Department of Engineering reserves the right to provide additional comments based on subsequent reviews. If you have questions, please contact the Engineering Department at 571-2441. Sincerely, Amanda Foley Storm Water Administrator Department of Engineering cc: Matt Griffin Project File ,," ..<'---', .'jJ~~f.1 C&Jrmmel '~;I:iic~-:!Q'~Jp&JrtIment 3"Q~:ci13'c~4~~k Cali-m~1;'~ur~IJt;l~~~ 6032 ??:' - ,"'-,;0,. ."~(':. 1"'1" ".. i'- I,~, ", . September 12,2006 ~ XlI V ~ ~tOj t'uv Mr. Edward D. Fleming Stoeppelwerth & Associates, Inc. 9940 Allisonville Road Fishers, IN 46038-2005 RE: cca'R~s1{i~~ar:lc$ubdwisior:l, Section 5~SeetiGI"l:e; Section 7 Job Number: 41760S5, 41760S6, 4176087 Dear Mr. Fleming: 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. Respectfu lIy, 4~ Timothy J. Green Acting Chief of Police T JG:vb cc: /Oept. of Community Services /3D 7) 571-2.100 A Nationally Accredit"M;'~<< Y<~-'&' forcement Agency . i:,~'i1-\~J!7tf!;Jr;~'tj;;:';A;'V Fax {:'il7) 571-2H2 /: u; 'U LETTER OF TRANSMITTAL STOEPPEL WERm & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: September 1, 2006 JOB NUMBER: 41760S5 TO: Hamilton County Sllnreyor's Office One Hamilton County Square Suite 188 Noblesville, Indiana 46060 ATTENTION: Greg Boyes RE: Lakeside Park Subdivision, Section 5 "\\TE ARE SENDING YOU r X ] UPS [ ] Courier r ] Other: COPIES SHEET DESCRIPTION NO. t Set Construction Plans 1 Outlet Request 1 Drainage Petition 1 Non-Enforcement Petition 1 CbeckNo. d.%q for $250.00 1 Drainage Calculations THESE ARE TRANSMITTED as checked below: [ ] For Approval As Requested ] For Review and Comment [ Xl For Your Use REMARKS: If you have any questions, please feel free to call me at (317) 577-3400, ext. 22 Thank you, f)~(?-~ Edward E. Fleming Cc: Angie Conn Ray Roehling S:\41760SSlBlue_Book\AgencL Correspondcnce\TRANSHamiltonCollDtySllrvcyorBoyes08-25-06.DOC EEFfjag I' u U LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: September 1, 2006 JOB NUMBER: 41760S5 TO: Carmel City Engineer One Civic Square Carmel, Indiana 46032 ATTENTION: Dick Hill RE: Lakeside Park Subdivision, Section 5 WE ARE SENDING YOU [X 1 UPS [ 1 Courier [ 1 Other: COPIES SHEET DESCRIPTION NO. 2 Sets Construction Plans 2 Secondary Plat 1 Storm Computations 1 o & M Manual 1 IDEM - Rule 5 Application THESE ARE TRANSMITTED as checked below: ] For Approval ] As Requested ] For Review and Comment [ X] For Your Use REMARKS: ] If you have any questions, please feel free to call me at (317) 577-3400, ext. 22 Thank you, f JL.-,;{ (~ Edward E. Fleming Cc: Angie Conn Ray Roehling S:\4~ 760S5\Blue_Book\Agency _ Correspondence\ TRANSCarmeICityEngineerHlIl08-25-06.DOC EEF/jag l' u U LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 AJlisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: September 1, 2006 JOB NlJMBER: 41760S5 TO: Clay Regional Waste District 10701 North College Avenue Suite A Indianapolis, Indiana 46280 ATTENTION: Drew Williams RE: Lakeside Park Subdivision, Section 5 WE ARE SENDING YOU [X ] UPS [ 1 Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 2 Sets Construction Plans 2 Secondary Plat 1 Wasteload Application Packet THESE ARE TRANSMITTED as checked below: ] For Approval ] As Requested { ] For Review and Comment [ X] For Your Use REMARKS: Uyou have any questions, please feel free to call me at (317) 577-3400, ext. 22 Thank you, t/P.f,ld ~J~ Edward E. Fleming Cc: Angie Conn Ray Roehling S :\41760S5\Blue _Book\Ageucy _ Correspoudence\TRA."'ISClayRegionalW asteDistrictWilliams08-2S-06.DOC EEFfjag /\ u U LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 AUisonville Road Fishers, Indiana 46038-2005 Phone (311) 849-5935 FAX (317) 849-5942 DATE: September 1, 2006 JOB NUMBER: 41760S5 TO: Carlll el City Utilities 760 Third Avenue SW Carmel, Indiana 46032 ATTENTION: John Duffy RE: Lakeside Park Subdivision, Section 5 WE ARE SENDING YOU [X ] UPS [ ] Courier r ] Other: COPIES SHEET DESCRIPTION NO. t Set Construction Plans 1 NOI Watennain Extension Permit THESE ARE TRANSMITTED as checked below: [ ] For Approval As Requested [ ] For Review and Comment ( X] For Your Use RKMARKS: Uyou have any questions, please feel free to call me at (317) 577-3400, ext. 22 Thank you, f d {Jt'-J f' I-L- Edward E. Fleming Cc: Angie Conn Ray Roehling S : \41760S5\B]ue_ Book\Agency _ Correspondence\ TRANSCarmeICitylJtilitiesDuffy08-25-06.DOC EEFfjag (. .' u U LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 AlIisonviUe Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: September 1,2006 " ". , n,JOB NUMBER: 41760S5 TO: CrossRoads Engineering 3417 South Sherman Drive Beech Grove, Indiana 46107 . . ,- . ....-~ ......."~,-_..- ATTENTION: Greg Ilko RE: Lakeside Park Subdivision, Section 5 WE ARE SENDING YOU [X ] UPS [ I Courier r 1 Other: COPIES SHEET DESCRIPTION NO. 2 Sets Construction Plans 2 Secondary Plat 1 Storm Computations THESE ARE TRANSMITTED as checked below: ] For Approval I As Requested [ ] For Review and Comment [ X I For Your Use REMARKS: If you have any questions, please feel free to call me at (317) 577-3400, ext. 22 Thank you, &JJ(~ Edward E. Fleming Cc: Angie Conn Ray Roehling S:\41760S5\Blue_Book\Agen cy _ Corrt'.'lpondcnce\ TRANSCrossRoadsEngineeriugDko08-25-06.DOC EEF/jag '\ u U LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 AILiSOllville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: September 1",2006..._.,~ " JOB NUMBER: 41760S5 TO: Carmel Clay Communications 31 First Avenue NW Carmel, Indial!a 4~032 ATTENTION: Bill Akers RE: Lakeside P:,trk Subdivision, Section 5 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans THESE ARE TRANSMITTED as checked below: ] For Approval ] As Requested ] For Review and Comment X] For Your Use REMARKS: 0J(/! Edward E. Fleming Cc: Angie Conn Ray Roehling S:\41760S5\Blue _ Book\Ageocy _ CorrespoodeDce\ TRANSCarmeIClayCOlRlRnnicationsAkers09-01-06.DOC EEF/jag u U LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE~ ., . ,- ~ .'- -, -September 1, 2006 JOB NUl\mER: 41760S5 TO:: -~,:--~: ;',-.Department of Community Services One Civic Square Carmel, Indiana 46032 ATTENTION: Scott Brewer RE: Lakeside Park Subdivision, Section 5 WE ARE SENDING YOU [X) UPS [ ] Courier [ ] Otber: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans THESE ARE TRANSMITTED as checked below: ] For Approval ] As Requested I For Review and Comment X] For Your Use REMARKS: fJ~~11 Edward E. Fleming .-/ Cc: Angie Conn Ray Roehling S:\41760S5\BJue _ Rook\Agency _ Correspondence\ TRANSDepartmen tofComm unityServicesBrewer09-OI-06.DOC EEF/jag u U LETTER OF TRANSMITTAL STOEPPELWERTII & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: September 1, 2006 JORNUMBER:41760S5 TO: Office of Police Chief Three Civic Square Carmel, Indiana 46032 ATTENTION: Michael Fogerty RE: Lakeside Park Subdivision, Section 5 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Otber: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans THESE ARE TRANSMITTED as checked below: ] For Approval ] As Requested J For Review and Comment X] For Your Use REMARKS: f}c-d ( ~ Edward E. Fleming Cc: Angie Conn Ray Roehling S:\41760S5\B1ue _ Book\Ageney _ Correspondence\ TRANSOfficeolJ'oliceChiefF ogerty09-01-06.DOC EEF/jag u U LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: September 1, 2006 .JOB NUMBER: 41760S5 TO: Office of Fire Chief, Fire Station #1 Two Civic Square Carmel, Indiana 46032 ATTENTION: Gary Hoyt RE: Lakeside Park Subdivision, Section 5 WE ARE SENDING YOU [X] 131'S [ ] Courier [ ] Otber: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans THESE ARE TRANSl\1ITTED as checked below: ] For Approval ] As Requested J For Review and Comment X ] For Your Use REMARKS: Plc-A c; ~ Edward E. Fleming Cc: . Angie Conn Ray Roehling S:\41760S5\Blue _Book\Agency- CorrespondeDce\ TRANSOfficeolFireCbiefF ogerty09-01-06.DOC EEF/jag u U LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: .. . September 1,2006 JOB NUMBER: 41760S5. TO:,-",.....,..~...-." . Deputy Building Commissioner One Civic Square Carmel, Indiana 46032 ATTENTION: Bill HoWt RE: Lakeside Park Subdivision, SectionS WE ARE SENDlNG YOU [X] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans THESE ARE TRANSMITTED as checked below: ] For Approval ] As Requested I For Review and Comment x J For Your Use REMARKS: !:w1..:1Ff.J ~ Cc: Angie Conn Ray Roehling S:\41760S5\Bllle _Book\Agency _ Correspondence\ TRANSDeplltyBuildingCommissionerHoW t09-01-06.DOC EEF/jag u u - ~ LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES,. INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: " September 1, 2006 JOB NUMBER: 41760S5 TO:... Hamilton County Health Department One Hamilton County Square Suite 30 Noblesville, Indiana 46060 ATTENTION: Jason Lemaster RE: Lakeside Park SnbdivisioBl~ Section 5 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans THESE ARE TRANSMITTED as checked below: ] For Approval ] As Requested ] For Review and Comment X] For Your Use REMARKS: fY-w-A(/L Edward E. Fleming / Cc: Angie Conn Ray Roehling S :\41760S5\Blue _ Book\AgencL Correspon denee\ TRANSHamiltonCountyHealtbDeptLemaster09~Ol-06.DOC EEFfjag u U LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOClIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: September 1, 2006 JOB NUMBER: 41760S5 TO: Hamilton County Sherifr s Office 18100 Cumberland Road N oblesville, Indiana 46060 ATTENTION: Brooke Gajownik. RE: Lakeside Park Subdivision, Section 5 WE ARE SENDING YOU [X] UPS [ J Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans THESE ARE TRANSMITTED as checked below: ] For Approval ] As Requested ] For Review and Comment x I For Your Use REMARKS: fJJ{~ Edward E. Fleming Cc: Angie Conn Ray Roehling S:\41760S5\Bluc _ Book\AgencL Correspondence\TRANSHamiltooCouutySheriffsOffieeGaj ownik09-O l-06.DOC EEFfjag u U LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 AlUsonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: September 1, 2006 JOB NUMBER: 41760S5 TO: AT&.T 5858 North College A venue Indianapolis, Indiana 46220 ATTENTION: Jeff Rice RE: Lakeside Park Subdivision, Section 5 WE ARE SENDING YOU [X 1 UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. t I Set Construction Plans THESE ARE TRANSMITTED as checked below: ] For Approval ] As Requested ] For Review and Comment X] For Your Use REMARKS: VJ(~ Edward E. Fleming Cc: Angie Conn Ray Roehling S:\41 760S5\Blue _ Book\U tilit}'_ Correspondence\ TRANSA t&tRice09-01-06.DOC EEF/ja.g u U LETTER OF TRANSJ.\;IITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 AlIisonville Road Fishers, Indiana 46038"2005 Phone (317) 849-5935 FAX (317) 849-5942 DA'rE:.-. September 1, 2006 JOB NUMBER: 41760S5. . TO: . Carmel CIa)' Schools 5201 East 131 st Street Carmel, Indiana 46032 ATTENTION: Ron Farrand RE: Lakeside Park Subdivision, Section 5 WE ARE SENDING YOU [X I UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans THESE ARE TRANSMITTED as checked below: ] For Approval ] As Requested ] For Review and Comment X] For Your Use REMARKS: {}&v1 ( J~ Edward E. Fleming Cc: Angie Conn Ray Roehling S:\41760S5\Blue _ Book\Agency _ Correspondence\ TRANSCarmelClayScboolsFarrAnd09-01-06.DOC EEF/jag u U LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 AlIisonviUe Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: September 1,2006 . JOB NUMBER: 4176085 TO: Carmel Clay Parks Department 760 Third Avenue SW Suite 100 Carmel, Indiana 46032 ATTENTION: Mark Westermeier RE: Lakeside Park Subdivision, Section 5 WE ARE SENDING YOU [X] UPS I ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans THESE ARE TRANSMITTED as checked below: ] For Approval ] As Requested I For Review and Comment X] For Your Use REMARKS: fjwA(~ Edward E. Fleming Cc: Angie Conn Ray Roehling S :\41760S5\Blue _Book\AgencL Corrcspondence\ TRANSCarmelCIayParksDep1W estermeier09-Q1-1)6.DOC EEFfjag u (~ LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: September 1, 2006 JOB NUMBER: 41760S5 TO: Carmel Street Department 3400 West 131 st Street Westfield, Indiana 46074 ATTENTION: Dave Klingensmith RE: Lakeside Park Subdivision, Section 5 WE ARE SENDING YOU [X 1 UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. t Set Construction Plans THESE ARE TRANS:MITTED as checked below: ] For Approval I As Req uested ] For Review and Comment X] For Your Use REMARKS: f)t-A{/~ Edward E. Fleming Cc: Angie Conn Ray Roehling 8:\41 760S5\B1 uc _Book\AgcucL Corrcspoudcuce\TR.\NSCarmelStreetDeptKIingeusmith09-Ol-06.DOC EEF/jag w U LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DAIE: September 1, 2006 JOB NUMBER: 41760S5. ..,_. . TO' ,. ..'--::;1,..... ::..~ 1,".'; .:,,~. -"- 0_.'- Carmel Post Office 275 Medical Drive Carmel, Indiana 46032 ATTENTION:".", Cindy Klaiber RE: Lakeside Park Subdivision, Section 5 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans THESE ARE TRANSMITTED as checked below: ] For Approval ] As Requested ] For Review and Comment X] For Your Use REI\'IARKS: fjJ~ Edward E. Fleming Cc: Angie Conn Ray Roehling S:\41760S5\Blue_Boo k\Agency _ Correspondence\ TRANSCarmeIPostOfficeKlaiber09-0 1-06.DOC EEF/jag w U LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 AlJisonviIle Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: September 1, 2006 JOB NUMBER: 41760S5 TO: Vectren Energy 16000 AlIisonville Road Noblesville, Indiana 46060 ATTENTION: Chuck Shupperd RE: Lakeside Park Subdivision, Section 5 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. t Set Construction Plans I THESE ARE TRANSMITTED as checked below: ] For Approval ] As Requested ] For Review and Comment x I For Your Use REMARKS.: ~~I~i?~ Cc: Angie Conn Ray Roehling S:\41760S5\Blue _Book\ Utility_Correspond ence\ TRANSV ectrenShupperd09-tJ l-06.DOC EEF/jag u U LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 AJlisonvilJe Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (3] 7) 849-5942 DATE: September 1, 2006 JOB NUl\1BER: 41760S5 TO: Duke Energy 1441 South Guilford Road Carmel, Indiana 46032 ATTENTION: Shirley Hunter RE: Lakeside Park Subdivision, Section 5 WE ARE SENDJNG YOU [X 1 UPS [ ] Couri.er [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans THESE ARE TRANSMITTED as checked below: ] For Approval ] As Req nested ] For Review and Comment X] For Your Use REMARKS: fl~(: Edward E. Flem. Cc: Angie Conn Ray Roehling S:\41760S5\Blue_Book\Utility _ Correspondeoce\ TRANSDukcEocrgyH unter09-0 1-06.DOC EEF/jag w U LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 AlJisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: September 1, ,2006 JOB NUMBER: 41760S5 TO: Brighthouse Networks 3030 Roosevelt Avenue Indianapolis, Indiana 46218 ATTENTION: Jason Kirkman RE: Lakeside Park Subdivision, Section 5 WE ARE SENDING YOU [X I UPS I ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. t Set Construction Plans THESE ARE TRANSMITTED as checked below: ] For Approval ] As Requested ] For Review and Comment X] For Your Use REMARKS: 2~le(~g~ Cc: Angie Conn Ray Roehling S:\41760S5\BI DC _ Book\Utility _ CorrespoDdeDce\ TRANSBrighthouseNetworksKir kmau09-0 I -06.DOC EEFfjag u U LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 AllisoDville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE:.. September 1, 2006 JOB NU1VI..BER: 41760S5 TO:_ ___ Indianapolis Power & Light Co. 3600 North Arlington Avenue Indianapolis, Indiana 46218 ATTENTION: Ron Morris RE: Lakeside Park Subdivision, Section 5 'VE ARE SENDING YOU I X] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans THESE .ARE TRANSMITTED as checked below: J For Approval J As Requested ] For Review and Comment x J For Your Use REMARKS: {JJ( f Edward E. Flemin Cc: Angie Conn Ray Roehling S:\41760S5\Bluc _ Book\Utility _ Correspondence\ TRANSllldillllllpolisPower&LightMorris09-01-06.DOC EEFfjag