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HomeMy WebLinkAboutCorrespondence i' " p :1 Ii I . Ii I I i l 1- From: 10/04/2005 11:33 #065 P.001/002 wPlatinum Properties, LL( 9SS 1 Delegates Row Indianapolis, IN 46240 (317) 818-2909 office?-- (317) 290~4379/f~~J' " :. :;:::f~:'+~'~'~'f:~:~:::'; ;:':':~' ;";';?';';'~:;::::\:'~~::.:::::'~':~;[:!i:;;:::ii':{';'~:':!:'l::,i(,:;::::';:,:;::;::;:,::::;j ::)::{:::::::;::>;t:':,';:';.;' . ':..' ,:'; ':,:::..,J~t ....:). .: ,1G1,\\;(MI;IJiLI\W. " :l1UltL..,w',"', ......... ".... '..' ",..' " '..'.m. ,. '(_.;/' '" 'it.~t\\1t~\)~ i' . nrtf. - ~ '2.~ ;- \ ~\,!\ , . \ ..- \JfJC~ ., , . . . . To: fax: 571-2426 Angie 'Corm From: Steve Broermann Date: 10/412005 Re: Heather Kno112 pag..: 2 (Including this sheet) cc: \'- , , , /,-",., .--/ . . .. .. .. . .. [] Urgent [] For Review [] Please Comment D Please Reply i'J As Requested D Orlglnlll to Follow by Mall . . Notes: Angie . . Attached is a copy of the eon$troction plans from Heather Knoll 2. The sidewalk is shown as a S' S.W. and is in a 6. S.W.B. that is shown on the seoondary plat. I will mail a oopy of the landscape plan to you. Call if you have any questions. I have attached a copy of all my infonnation, as you requested. Thanks l!: ..~ Platinum pl'Qpert\es Steve Broermann PIlO)ICT M~k 317 8\8-2909 dlldl 317 290-4319 f. . 3t7 366;97\ 1NI1llle 1-"'nu-.propatt1ts,com . sbroermannCPl' .... II' lis IN ",6~40 9551 Delepte5 low. Ind\BftlPO , CONFIDENTIAL . . . . . . . . . . . . . . . . . . . . . . . .--;-..--.:.--...............--..-....-.-".....-.......-----;---.----...'....' . ,,' .,~..,. ", ., 'I " IlO.llO" :. 914. . 0... , ~-- i ~'-'5",~E. 914.0 ',/ '0 -, o!, ,Yi:f;9'6.~ l1916.or J ::tI ~ o .c':' 191 S.3Jf -fI 1'1 en ,/ c " r - :? &1, 140M 15/~.E. ~ """,:. ::'\~ , i \ .', ' '~:''''h x ~ " , ~ . . ~/ // 63 916..5 MFPG==914.7 .... .... ,...'" / 65 916..7 MFPG-914.7 . - ". ~~. , ~~, 75' I" , TAR. ~.rS.S-E.& , UI.~ I -J 2 ' O.U.&:S.S.E. ----,,~ 40' S.l. -........... "" -- ,~. '" ',- ........., ~.. ". ~:~ ' ;~ I ....~~ := ff';:~:t~;:~:~~~~~~~ ~ {(((it :::-~O:;;:~~:"~j;~~j~:51t ~ ,'- ;"\( VAR.' D.U.8<S.S."& '--:; YEAR ELEV. = 910 S . .. '. ~.' LM A E __ '. "\:":<, ".,:. --- '...'. 10 'fEAR ElEV.=91' :::: "~~~:3i!;;tf'-"._---t 100 'fEAR ElEV.=9' 12 ,:.. ,':.'c...- 'BOUOM'ElEV=902 <"'; ["~. 'S~-::]ii~ c~;~ -:~ .'. ". ..:. ~ ~..: _ _..c- ~ ........ c:> c:> I'V - --- 40' B.L --- --- ,~ J..:.' ...d ':.. .' T 25' O.U.~S.s-.S I ~ . . 15..: Ii : , P~TINUM PROPERTIES, L~. 9551 Delegate's Row Indianapolis, IN 46240 Phone: 818-2900 Fax: 818-2910 Letter of Transmittal To: City of Carmel Department of Community Services One Civic Square Carmel, Indiana 46032 Date: September 30, 2005 ATTN: Matt Griffin Project: Heather Knoll 2 RE: Secondary Plat From: Steve Broermann We are sending you IZI attached D under separate cover via personal delivery the documents as listed: COPIES DESCRIPTION 2 Mylar Secondary Plat - Heather Knoll 2 I fA~~f,. e.,., these are transmitted for your action as indicated below: IZI for your use and/or file D for review & comment D as requested D approved as noted D returned for corrections D please sign & return original and _ copIes D Retain one copy for your file D REMARKS: Matt Attached is the secondary plat for Heather Knoll 2. I am on the BPW agenda for October 19 for final signature. Please let me know if you need anything else. Tha~s ' RECEIVED 8EP 3 02005 DOCS copy to file signed ~ 6~ / If enclosures are not as noted, kindly notify us immediately. l~ .,. June 29, 2005 Mr. Ed Fleming Stoeppelwerth & Associates, Inc. 9940 Allisonville Road Fishers, IN 46038-2005 C1 JAMES BRAINARD, MAYOR RE: Heather Knoll Section 2-Project Review #3 Dear Mr. Fleming: ',6~ I {). cae ~}P ~.~. ~~m.~)~ ;Y"- fA.. ~.// fi !I!~;; '~ '~;, , ":::f. ~1IfI:.'Y \ "" I I - ,; '-. . . ~-~ ~'~\~'.. JUL. _1\..!.E...., ..-\- ~ I@ ;.-;. . o. ltJUUO rtd~' -t~:<.. ~ ''l''''~' . h 7' 'iff/-'~~:;;; \" .:r. The City has received your comment letter and drawings dated June 10,2005 based upon the City review of May 9, 2005. The comments from the City review have been satisfactorily addressed with the following exceptions: 22. Sheet C803-Landscape Plan . Please remove the landscape plan from this set of plans. Approval of the landscape plan does not come from the Department of Engineering. Please provide revised Heather Knoll, Section 1 drawings that address the comments issued via e-mail on December 13,2004. Please address the remaining drainage review comments directly with Crossroad Engineers. These comments represent the Department of Engineering's third review of the construction plans for this project. We request that all responses to our comments be provided in writing. Failure to provide written responses may result in delay of the review process. It is critical that this office be made aware of all modification made on the plans being resubmitted, particularly if any such changes are considered "new" or fall outside of our previous reviews. Please provide revised plans 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 (ifrequired) must be posted prior to Engineering Department approval. Also, Board of Public Works and Safety approval and any other governing agency approvals (ifrequired) must be obtained prior to Engineering Department approval. If you have questions, please contact me at 571-2441. The Department of Engineering reserves the right to provide additional comments based on subsequent reviews. Cc: Matt Griffin, Department of Community Services John Duffy, Director CarmeIUtilities Paul Pace, Distribution Greg Hoyes, Hamilton County S.urveyor's Office Greg Ilko, Crossroad Engineers . DEPARTMENT OF ENGINEERING ONE CNIC SQUARE, CARMEL, IN 46032 OFFICE 317.571.2441 FAX 317.571.2439 EMAIL engineering@cLcarmeLin.us .... ~ Ken Brasseur, Platinum Properties Steve Broermann, Platinum Properties Project File Engineering Department Review S:\DHILL\HEA THERKNOLL2REV3 CanneR aJrtnnent May 27, 2005 Mr. Edward D. Fleming Stoeppelwerth & Associates, Inc. 9940 Allisonville Road Fishers, IN 46038-2005 RE: Heather Knoll Amenity Area Dear Mr. Fleming: fj<\,;{f~LU~-:&)>, ,1,/ 4. " '/' ~ If 'Y/ RECEIVED ': "')~~ --! \;,\ MAY 2 7 2005,~; \>\ DOCS I~ ! \-:~/ \\ ./,,'~'i ,. '. ' ,/cu', / ~\'\>>' I have received and reviewed the information for the above-mentioned project. 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, ~ :D.=;t. ~ Michael D. Fogarty '7 Chief of Police MDF:vb cc: Dept. of Community Services (317) 571-2500 A Nationally Accredit orcement Agency Fax (317) 571-2512 6li Id-C'.O) 3 of!- 6L(o':5 cJj 13 ConstructionlStormwater Pollution Prevention Plan - Technical Review and Comment Project Name: Heather Knoll Amenity Area Date Reviewed: OS/26/05 This project seems to be less than 1 acre and is part of a larger plan of development. A comprehensive Storm Water Pollution Prevention Plan is not required. The plan does need to meet the requirements of327 lAC 15-5-7.5. These are the minimum requirements for projects less than acre but part of larger plan of development. I would include these requirements on the plan. A stone construction entrance should be shown on the plan. Please include a note on your plans: All applicable requirements in the Storm Water Pollution Prevention Plan for Heather Knoll Sec 2 apply to this project. cc: Carmel, Surveyor, File DNR, Division of Soil Conservation Page 1 of 1 Revised J 2/09/03 OL.f, ~DOO ~ ~f ConstructionlStormwater Pollution Prevention Plan Technical Review and Comment (Form 1) Project Name: Heather Knoll Sec. 2 Plan Submittal Date: 05/04/05 Hydrologic Unit Code: Project Location Description: 1/2 mile west of Towne Road on north side of 141st. Latitude and Longitude:Lat. 39- 59"- 00" Lon.- 86- 12' 30" Civil Quarter: NE Section: County: Hamilton 5120201090060 = = ~ Project Owner Name: Platinum Properties LLC ! Contact: Mr. Ken Brasseur = 'E Address: 9551 Delegates Row ; City: Indianapolis .~ Phone: 317 -818-2900 = ... ~ 20 18N 3E FAX: State: IN 317-818-2910 Zip: 46240 E-Mail: Plan Preparer Name: Edward Fleming Affiliation: Stoeppelwerth Engineering Address: 9940 Allisonville Road City: Fishers Phone: 317-849-5935 FAX: State: IN 317-849-5942 Zip: 46038 E-Mail: . Review Date: OS/24/05 ~ Principal Plan Reviewer: John B. South P.E. CPESC .~ Agency: Hamilton County Soil and Water Conservation District ~ ~ Address: 1108 South 9th Street ; City: Noblesville a: Phone: 317-773-2181 Assisted By: FAX: State: IN 317-776-1101 Zip: 46060 E-Mail: john-south@iaswcd.org ~ PLAN IS ADEQUATE: A comprehensive plan review has been completed and it has been determined that the plan satisfies the minimum requirements and intent of 327 lAC 15-5. o Please refer to additional information included on the following page(s). o Submit Notice of Intent (NOI): Attach a copy of this cover page when submitting the NOI to the Indiana Department of Environmental Management. Construction activities may begin 48 hours following the submittal of the NO!. A copy of the NOI must also be sent to the Reviewing Authority (e.g. SWCD, DNR). ( o A preliminary plan review has been completed; a comprehensive review will not be completed within the 28-day review period. The reviewing authority reserves the right to perform a comprehensive review at a later date and revisions to the plan may be required at that time to address deficiencies. o Please refer to additional information included on the following page(s). o Submit Notice of Intent (NOI): Attach a copy of this cover page when submitting the NOI to the Indiana Department of Environmental Management. Construction activities may begin 48 hours following the submittal of the NO!. A copy of the NOI must also be sent to the Reviewing Authority (e.g. SWCD, DNR). o PLAN IS DEFICIENT: Significant deficiencies were identified during the plan review. o Please refer to additional information included on the following page(s). o DO NOT file a Notice of Intent for this project. o DO NOT commence land disturbing activities until all deficiencies are adequately addressed, the plan re- submitted, and notification has been received that the minimum requirements have been satisfied. 0 Plan Revisions 0 Deficient Items should be mailed or delivered to the Principal Plan Reviewer identified in the Plan Review Section above. DNR, Division of Soil Conservation Page 1 of 1 Revised 12/09/03, Form 1 .~ -r , - --- ---~-_. _.-, - ----- Mr. Ed Fleming Stoeppelwerth & Associates, Inc. 9940 Allisonville Road Fishers, IN 46038-2005 (j-\\ci-OQb3 Sf May 9,2005 CI EL JAMES BRAINARD, MAYOR RE: Heather Knoll Section 2-Project Review #2 Dear Mr. Fleming: The City has received your comment letter and drawings dated April 28, 2005 based upon the City review of December 29,2005. The comments from the City review have been satisfactorily addressed with the following exceptions: COMMENTS-CONSTRUCTION PLANS 12. Sheet C200-Site Development Plan . At the entrance, please label the back of curb to back of curb width of Heather Knoll Parkway, the width of each lane on each side of the median, and the width of the median so that these may be reviewed and comments provided if necessary. . If Street A will not be constructed to City standards, please connect the SSD on Street A to Structure 153. Considering the SSD lateral connections to the Lots, the Department is of the opinion that the SSD serving Street A is too long to be effective in draining the pavement subgrade. . Please define MFPG's for the lots adjacent to Lake No.3. . Please define MFPG on the legend as follows: "Minimum flood protection grade 2' above 100-yr flooding source (lowest structure opening permitted: window, door, etc.) . Please label existing and proposed right-of-way. . Wi II Structures 169 and 170 have solid castings or will they be grates? . Please continue the curb across the Block "A" entrance as a depressed curb and continue the SSD. How wide is the drive aisle? . The Department recommends constructing Street A to City standards. If the minimum street width cannot be provided, the Department recommends changing the inverted crown to a normal crown and adding an additional inlet. 14. Sheet C402-Entrance Plan . The entrance is too wide. Please locate the left turn bay in front of the median island and reduce the 24-foot exit lane to be I8-foot maximum. . Please indicate widening for a IS-foot travel lane. The I2-foot auxiliary lanes shall be measured from the IS-foot travel lane. . How much of the right-of-way was accommodated in the drainage design? Would it be possible to accommodate the detention of the full thoroughfare right-of-way in the detention pond design? . Please indicate edge, lane and center striping for the entrance. . Please show the installation of a SSD under the gravel shoulder adjacent to the auxiliary lanes. . Thank you for delineating the new paving in the right-of-way with hatching. Please add the - hatching to the legend with reference to the required pavement section. . Please revise the "Road Cross-Section" to show 27-feet of new pavement, not 24-feet. IS. Sheet C403-Entrance Plan . There is a discrepancy with the symbols for structures 174 and 175. 17. Sheet C600-C602 Storm Sewer Plan & Profile . The pipe cover at Structures 149, 150,165,166,178, 179,181,182 and 204 does not meet the minimum requirement. Please revise to provide a minimum cover of2'-I" from the finished pavement surface to the top of the pipe. . Please show the SSD's on the profile benveen Structures 153-154, 153-156 and 153-152. . Please demonstrate on plans or in the Drainage Report that unmatched pipe crowns does not have a negative effect on the HGL and that the HGL remains below the top of castings for the design storm. 19. Sheet C800 a. Revise bedding detail ~nd any specifications on the sheet to incorporate the following requirements as they relate to Final Backfill under pavement: "Bedding, haunching and initial backfill materials, . DEPARTMENT Of E\GINEERING ONE CIVIC SQUARE, CARMEL, IN 46032 OFFICE 317.571.2441 FAX 317.571.2439 EMAIL engineering@ci.carmel.in.us _ _L_ " placement and compaction for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5-feet of pavement shall be in accordance with the standard practice of the utility that has jurisdiction over the installation. Final backfill for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5-feet of pavement shall be B-Borrow for Structure Backfill meeting the material requirements of the INDOT and shall be compacted in 6-inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6-inches of the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the installation has a more stringent final backfill requirement, the more stringent requirement shall govern." 20. Sheet C80 I a. Revise Rigid Pipe Bedding Detail to incorporate the following requirements: "Bedding, haunching, and initial backfill for all RCP installations shall be B-Borrow for Structure Backfill meeting the material requirements of the INDOT. Bedding shall be placed in the trench bottom such that after the pipe is installed to grade and line, there remains a 4-inch minimum depth of material below the pipe barrel and a minimum of 3-inches below the bell. For pipe sizes 66-inches and larger, the minimum depth of material below the pipe barrel shall be 6-inches. Bedding, haunching and initial backfill shall be compacted in 6-inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill shall be brought up evenly on both sides of the pipe for the full length of the pipe. Haunching shall extend to the springline of the pipe. The limit of initial backfill shall be 6-inches above the springline. Minimum trench width shall be the outside diameter of the pipe plus 18-inches. Final backfill for all RCP installations under and within 5-feet of pavement shall be B-Borrow for Structure Backfill meeting the material requirements of the INDOT and shall be compacted in 6-inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6-inches of the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. Final Backfill for all RCP installations greater than 5-feet of pavement shall be clean fill material free ofrocks larger than 6-inches in diameter, frozen lumps of soil, wood or other extraneous material, compacted in 12-inch maximum lifts to not less than 90% Standard Proctor Density for the entire depth of the excavation." 21. Sheet C802-Street Details . Subsurface Drain Detail- Please replace this detail with the City of Carmel standard. 22. Sheet C803-Landscape Plan . Please remove the landscape plan from this set of plans. Approval of the landscape plan does not come from the Department of Engineering. These comments represent the Department of Engineering's second review of the construction plans for this project. We request that all responses to our comments be provided in writing. Failure to provide written responses may result in delay of the review process. All paving within the existing and proposed City right-of-way shall 'conform to the requirements ofthe Department of Engineering. Please add a note to the drawings that the Contractor shall contact the Department of Engineering to schedule a pre-construction meeting to review the Department's construction requirements, staff notification requirements, required inspections for certain stages of the work and to review the authority of the Department as it relates to work within the existing and proposed City right-of-way. It is critical that this office be made aware of all modification made on the plans being resubmitted, particularly if any such changes are considered "new" or fall outside of our previous reviews. Please provide revised plans 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 Engineering 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. Please continue to work with Crossroad Engineers to address any comments/issues related to drainage. Please provide revised Heather Knoll, Section 1 drawings that address the comments issued via e-mail on December 13,2004. A copy of the e-mail is attached for reference. ___l_ The Department of Engineering reserves the right to provide additional comments based on subsequent reviews. If you have questions, please contact me at 571-2441. Cc: Jon Dobosiewicz, Department of Community Services John Duffy, Director Carmel Utilities Paul Pace, Distribution Greg Hoyes, Hamilton County Surveyor's Office Greg Ilko, Crossroad Engineers Ken Brasseur, Platinum Properties Project File Engineering Department Review S:\DHILL\HEA THERKNOLL2REV2 ~. ' ,i, tytj Jc10[)tJ ~ Spcc:,,-c~~-~'c~==~~= C1 EL ]AlvlES BRAINARD, MAYOR December 29,2004 Mr. Ed Fleming Stoeppelwerth & Associates, Inc. 9940 Allisonville Road Fishers, IN 46038-2005 RE: Heather Knoll Section 2-Project Review #1 Dear Mr. Fleming: We have reviewed the construction plans submitted the December 15th Technical Advisory Committee and offer the following comments: GENERAL INFORMA nON This information was supplied with our initial review of the primary plat. I. The project site is located within current City of Carmel Corporate Limits. 2. Jurisdictions: . Streets and Right of Way- City of Carmel (Interior Streetsll41,t Street). . Water - City of Carmel. . Sanitary Sewers - Clay Township Regional Waste District . Storm Sewers/Drainage - Ha~lton Courtty Surveyor's Office I City of Carmel (Review). . Regulatedl Legal Drains - Hamilton County Surveyor's Office. 3. Board of Public Works and Safety Requirements: . Water Availability . If an irrigation system is planned for this development, additional Board of Public Works and Safety Water Availability approval will be required. This also applies to planned swimming pools and/or clubhouse. . Temporary Construction Entrance (if applicable and if located at a location other than planned . permanent entrances) . . Please be advised that any open cuts of dedicated streets will require separate Board of Public Works and Safety approvaL . Any permanent improvement (including jrrigation 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 reqllires prior approval by the Carmel Clay Plan Commission amI/or the Board of Zoning Appeals (if applicable) and completion of review by the Technical Advisory Committee. All written reqllests to be placed on the Board's agenda must in elude the appropriate Docket Number and the date (or dates) of approval by the Plan Commission amI/or the Board of Zoning Appeals (if applicable. 4. T.A.C. Review/Drawings submitted for approval: We request that all comments and comment letters generated by this office be answered in writing and be accompanied by a drawing reflecting requested revisions. Final drawings will not be approved for construction until all Engineering Department and Utility Department issues have been resolved. The design engineer must certify all drawings submitted for final approval. This office will require a minimum of four- sets of drawings for approval after an issues have been resolved. The drawings will be stamped as approved and win be signed by the City Engineer and the Director of Carmel Utilities. The Owner win receive one-set DEPARTMENT OF ENGINEERING ONE CMC SQUARE, CARMEL, IN 46032 OFFICE 317.571.2441 FAX 317.571.2439 Ei\WL engineering@ci.carmel.in.us Mr. Ed Fleming December 14, 2004 Page 2 which is to be maintained on the construction site at all times. Carmel Utilities will receive one-set, our Public Works Inspector will receive one-set and one-set will be maintained in the Engineering Department. We wilI approve an additional two-sets of drawings, totaling six-sets if desired. The additional sets must be provided with the minimum four-sets. 5. Please be advised that any instalIation of signs, walls, irrigation systems, etc. within dedicated right of way or dedicated easements wilI require a Consent to Encroach Agreement with the City of Carmel's Board of Public Works and Safetv. 6. Carmel Utilities should be provided drawings for review of water issues. They wilI provide a separate review regarding these issues. 7. Carmel Utilities does not subscribe to "Holey Moley" and should be contacted directly for alI 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. . Street Sign Specifications BONDING REQUIREMENTS 9. Individual Performance Guarantees will be required for the following subdivision improvements: . Streets . Curbs . Water Mains . Street Signs . Sidewalks and/or Asphalt Paths (builders lot sidewalks, right of way sidewalks adjacent to common areas and perimeter right of way sidewalks/paths may be bonded separately). Asphalt paths and/or sidewalks located within common areas are not required to be bonded. . The Hamilton County Surveyor wilI require bonding for Storm Sewers and Monuments & Markers. We will not require duplicate bonding for these items. Sanitary Sewers are under the jurisdiction of Clay Township Regional Waste District. The amount of the Performance Guarantee is based upon a certified Engineer's Estimate for 100% of the cost oflabor and materials to construct the individual improvements, to be provided by the design engineer. Please provide detailed Engineers Estimates for 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 amo.unt is based upon 15% ofthe Performance amount for Streets and Curbs and 10% of the Performance amount for all other improvements. Performance Guarantees may be Performance or Subdivision Bonds, Irrevocable Letters of Credit or Cashier's/Certified/Official Checks. Please reference the enclosures for more detailed explanation of our procedures. AVAILABILITY AND CONNECTION FEES 10. Availability (acreage) Fees must be paid after alI other Engineering Department requirements have been satisfied and prior to start of construction activities (the exception is that you are alIowed to move dirt on site). Availability Fees are based upon total platted acreage for the development at the current rate of $1,010.00 per acre for Water Availability. Based upon the primary plat indicated acreage, the following Availability Fees would apply: Water - 28.246 Acres @ $1,OIO.OO/Acre = $ 28,528.00 Connection Fees are currently $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. . If all irrigatioll system is plalllled is plalllled for this, or allY future sectioll of the developmellt, additiollal Water COllllectioll Fees will be assessed based UpOIl the recommelldatioll of the Director of Carmel Utilities. COMMENTS-SECONDARY PLAT II. Secondary Plat . Please define R.D.E. in the Legend COMMENTS-CONSTRUCTION PLANS 12. Sheet C200-Site Development Plan . At the entrance, please label the back of curb to back of curb width of Heather Knoll Parkway, the width of each lane on each side of the median, and the width of the median so that these may be reviewed and comments provided if necessary. . It is apparent that the 100-year rain event will cause water from Pond No.3 to discharge through Structure 172. . If Street A will not be constructed to City standards, please connect the SSD on Street A to Structure 153. Considering the SSD lateral connections to the Lots, the Department is of the opinion that the SSD serving Street A is too long to be effective in draining the pavement subgrade. . Please show the flood route for the existing Lake No.1 if the flood route goes through Section 2. . Please define MFPG's for the lots adjacent to Lake No.3. . Please define MFPG on the legend as follows: "Minimum flood protection grade 2' above 100-yr flooding source (lowest structure opening permitted: window, door, etc.) . Will Common Area No.7 be directed to a detention pond? . Please label existing and proposed right-of-way. . Will Structures 169 and 170 have solid castings or will they be grates? . Can a beehive inlet be used in lieu of an end section and rip-rap for Structure 172? The experience of this Department has been that these types of installation are undesirable to the future property owners who alter or completely bury the end section. . Please continue the curb across the Block "A" entrance as a depressed curb and continue the SSD. How wide is the drive aisle? . The Department recommends constructing Street A to City standards. Ifthe minimum street width cannot be provided, the Department recommends changing the inverted crown to a normal crown and adding an additional inlet. 13. Sheet C400-C401 . Please add the following note to each 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". 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." 14. Sheet C402-Entrance Plan . The entrance is too wide. Please locate the left turn bay in front of the median island and reduce the 24-foot exit lane to be 18-foot maximum. . Has there been any discussion with DOCS to provide a dedicated left turn lane on 141 Sl Street at the entrance? . Please indicate widening for a IS-foot travel lane. The 12-foot auxiliary lanes shall be measured from the IS-foot travel lane. . How much of the right-of-way was accommodated in the drainage design? Would it be possible to accommodate the detention of the full thoroughfare right-of-way in the detention pond design? . Please indicate edge, lane and center striping for the entrance. . Please show the installation of a SSD under the gravel shoulder adjacent to the auxiliary lanes. . Thank you for delineating the new paving in the right-of-way with hatching. Please add the hatching to the legend with reference to the required pavement section. . Please add a pavement detail or text to the legend that requires the following pavement section for all paving within the 141st Street right-of-way: 1.5" HAC. Surface #11 over 2" H.A.C. Binder #8 over 3" H.A.C. Base #5D over 7" #53 Stone over 4" #2 Stone. , . Please revise the "Road Cross Section" to show 27-feet of new pavement, not 24-feet. 15. Sheet C403-Entrance Plan . This sheet should be titled "Intersection Details" instead of "Entrance Plan". . There is a discrepancy with the symbols for structures 174 and 175. 16. Sheet C500-C502 . Revise any notes, details or text referencing backfill requirements to incorporate the following requirements: "Bedding, haunching and initial backfill materials, placement and compaction for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5- c feet of pavement shall be in accordance with the standard practice of the utility that has jurisdiction over the installation. Final backfill for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5-feet of pavement shall be B-Borrow for Structure Backfill meeting the material requirements of the INDOT and shall be compacted in 6-inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6-inches of the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the installation has a more stringent final backfill requirement, the more stringent requirement shall govern." . Please add the following note to each 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 sub grade) plus 1-0". 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." 17. Sheet C600-C602 Storm Sewer Plan & Profile . Please confirm with the Surveyor's Office that the pipe cover at Structures 145, 148B, 151, 169, 170,177,183 and 184 is acceptable. . The pipe cover at Structures 149, 150, 165, 166, 178, 179, 181, 182 and 204 does not meet the minimum requirement. Please revise to provide a minimum cover of2'-I" from the finished pavement surface to the top of the pipe. . Are structures 182 and 181 intended to be manholes? Why are manholes specified rather than rectangular structures? Same questions for structures 175 and 174? . Please show the SSD's on the profile between Structures 153-154, 153-156 and 153-152. . Please demonstrate on plans or in the Drainage Report that unmatched pipe crowns does not have a negative effect on the HGL and that the HGL remains below the top of castings for the design storm. . Please add the following note to each 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". 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." 18. Sheet C700-C70 1 . Please change the note "No Water Main Valves are to be Placed Within the Streets" to "No Water Main Valves or Manholes are to be placed within Streets, Curbs or Sidewalks". . Revise any notes, details or text referencing backfill requirements to incorporate the following requirements: "Bedding, haunching and initial backfill materials, placement and compaction for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5- feet of pavement shall be in accordance with the standard practice of the utility that has jurisdiction over the installation. Final backfill for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5-feet of pavement shall be B-Borrow for Structure Backfill meeting the material requirements of the INDOT and shall be compacted in 6-inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6-inches of the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the installation has a more stringent final backfill requirement, the more stringent requirement shall govern." . Please add the following note to each 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". 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." 19. Sheet C800 . Revise bedding detail and any specifications on the sheet to incorporate the following requirements as they relate to Final Backfill under pavement: "Bedding, haunching and initial backfill materials, placement and compaction for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5-feet of pavement shall be in accordance with the standard practice of the utility that has jurisdiction over the installation. Final backfill for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5-feet of pavement shall be B-Borrow for Structure Backfill meeting the material requirements of the INDOT and shall be compacted in 6-inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6-inches of the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of the IN DOT and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the installation has a more stringent final backfill requirement, the more stringent requirement shall govern." 20. Sheet C801 . Revise Rigid Pipe Bedding Detail to incorporate the following requirements: "Bedding, haunching, and initial backfill for all RCP installations shall be B-Borrow for Structure Backfill meeting the material requirements of the INDOT. Bedding shall be placed in the trench bottom such that after the pipe is installed to grade and line, there remains a 4-inch minimum depth of material below the pipe barrel and a minimum of 3-inches below the bell. For pipe sizes 66-inches and larger, the minimum depth of material below the pipe barrel shall be 6-inches. Bedding, haunching and initial backfill shall be compacted in 6-inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill shall be brought up evenly on both sides of the pipe for the full length of the pipe. Haunching shall extend to the springline of the pipe. The limit of initial backfill shall be 6-inches above the springline. Minimum trench width shall be the outside diameter of the pipe plus 18-inches. Final backfill for all RCP installations under and within 5-feet of pavement shall be B-Borrow for Structure Backfill meeting the material requirements of the INDOT and shall be compacted in 6-inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6-inches of the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. Final Backfill for all RCP installations greater than 5-feet of pavement shall be clean fill material free of rocks larger than 6-inches in diameter, frozen lumps of soil, wood or other extraneous material, compacted in 12-inch maximum lifts to not less than 90% Standard Proctor Density for the entire depth of the excavation." 21. Sheet C802-Street Details . Concrete Roll Curb & Gutter Detail-the depth shown for the pavement section (13 inches total) are not compatible with the depth (6 inches) of the front face of the curb. Please remove the pavement . section course thicknesses from the detail or revise so the representation is correct in relation to the curb. . Please add a note to this Sheet which specifies that all concrete and bituminous material production, transport and delivery, paving and placement operations for improvements located within existing or future City ofCarrnel right-of-way shall conform to the requirements of the INDOT Standard and Supplemental Specifications, latest edition. . Subsurface Drain Detail-Please replace this detail with the City ofCarrnel standard. . Please revise "Typical Street Cross Section" and "Typical Boulevard Cross Section" to provide the following pavement section: 1.5" H.AC. Surface #11 over 2" H.A.C. Binder #8 over 3" H.A.C. Base #5D over 7" #53 Stone. . Please add the following text to the sidewalk detail notes: "Sidewalk constructed with driveways or alley entrances shall have minimum thickness of 6" or thickness of the driveway or alley apron, . whichever is greater." . Please add the following text to the sidewalk detail notes: "Transverse joints shall be tooled or sawed to a depth of'!. of the walk thickness". . Revise detail labeled "Standard Full Depth Granular Backfill" and the unnamed detail referencing backfilling under road surfaces to incorporate the following requirements as they relate to Final Backfill under pavement: "Bedding, haunching and initial backfill materials, placement and compaction for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5-feet of pavement shall be in accordance with the standard practice of the utility that has jurisdiction over the installation. Final backfill for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5-feet of pavement shall be B-Borrow for Structure Backfill meeting the material requirements of the INDOT and shall be compacted in 6-inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6-inches of the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the installation has a more stringent final backfill requirement, the more stringent requirement shall govern." 22. Sheet C803-Landscape Plan . Please remove the landscape plan form this set of plans. Approval of the landscape plan does not come from the Department of Engineering. We reserve the right to provide additional comments based on review of subsequent submittals. The above comments are based upon the Engineering Department's initial review of Section 2. Please provide our office with a follow up letter with written responses to each comment and revised plans indicating ill.! revisions. Second and subsequent reviews will focus only on revised items. 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 initial review. If you have questions, contact me at 571-2441. Cc: Jon Dobosiewicz, Department of Community Services (w/o encl.) John Duffy, Director Carmel Utilities (w/o encl.) Paul Pace, Distribution (w/o encl.) Greg Hoyes, Hamilton County Surveyor's Office (w/o encl.) Greg IIko, Crossroad Engineers (w/o encl.) Project File Engineering Department Review S:\DHILL\HEA THERKNOLL2REVl n _I City of Carmel VIA EMAIL: dolmstead@stoeppelwerth.com Original by mail December 13,2004 Dennis Olmstead 9940 Allisonville Road Fishers, IN 46038-2005 RE: Heather Knoll Section 2, Secondary Plat Application Dear Mr. Olmstead: This letter is in response to your secondary plat application for Heather Knoll Section 2. The following issues must be resolved: The followin must be indicated on the lat: 1. Docket Number 04120003 SP /2. Rear and side building setback lines. ~3. AddR.D.E., BL, and VAR. BL to legend. /4. Place the certificate of approval by Commission on the opening page. 11'"5. Restrictions or covenants must be included. .1'6. Lots 88, 89, and 96 need complete monumentation, please provide and indicate. ./ 7. Add sections to Key Map. Concerns and Comments are as follow: J 1. Please provide an acceptable street name for "Street B". 0. Please provide sidewalk along north side of "Street A, Private Drive". '. Please provide a complete landscaping and screening plan. Such plan must be approved by Carmel Environmental Planner, Scott Brewer. Please wait to submit a revised primary plat until after the Technical Advisory Committee (T AC) has met on this application. The resubmitted plat should include edits addressing the above comments along with any requirements that arise from the T AC meeting. Additional comments maybe made after the requested revisions have been submitted. S~. fx1. ~A- a=~~ Planning Administrator Heather Knoll Section 2 - SP Page 1 ONE CIVIC SQUARE CARMEL, INDIANA 46032 317/571-2417 City of Carmel Fire Department Headquarters 2 CIVIC SQUARE CARMEL, INDIANA 46032 Voice (317) 571-2600 Fax (317) 571-2615 Fire Prevention Bureau Edward Fleming Stoeppelwerth & Associates 9940 Allisonville Rd. Fishers, IN 46038-2005 RE: Heather Knoll, Section 2 LETTER OF APPROVAL The undersigned has reviewed the proposed plans for Heather Knoll, Section 2 and has approved the plans subject to the following: 1. Our office is requesting a Knox box for the amenity building Knox product can be ordered on line at www.knoxbox.com 2. Our office is not in favor of the use of hammerhead type turn abouts due to the close quarter turning difficulties. We are requesting a design showing a cul-de-sac replacing the hammerhead for easier access for fire department apparatus. 3. Our office, in conjunction with the Department of Community Development, are requesting in newly platted subdivisions, fire hydrant makers be installed in the street pavement perpendicular to the fire hydrant. This will allow the fire department to more easily spot fire hydrants during an emergency. 4. Our office would like to see a temporary cul-de-sac be installed at the end of Livingston Lane. 5. 6. Please respond to the above noted condition(s) in writing and submit to our office prior to the scheduled Technical Advisory Meeting for this project. Date: December 13. 2004 By: Gary Hoyt, Fire Marshal Carmel Fire Department 12/10/2004 14:33 3177769628 HAMILTON CO SURVEYOR PAGE 01/03 ,;: ~ Slf/l~ rSS One J.(r,mi/r(l/1 CIlIJ/lry Sqllare :JVoMesrlille. Indium, 4f;i"'.;('-.!~J(l Stoeppelwerth & Associates, Inc. ATTN: :Ed Fleming 9940 Allisonville Road Fishers, IN 46038-2005 VIA F ACSlMILE: 849~S942 December 10,2004 Re: Headier Knoll Section 2 Dear Mr. Fleming: We have reviewed the constnlction plans submitted to the Hamilton County Surveyor's Office on December 1, 2004 for this project and have the following comments: 1. The proposed. project falls in the jurisdiction oftbe City of Cannel 2. The proposed project DOES NOT falJ in a Cannel Wellhead Protection Zone. 3. This project will be a Hamilton County Regulated Drain Subdivision. 4. The proposed project falls in the Stultz and Almond Regulated Drain Watershed. S. Please submit the following procedural items to this office. engineer's estimate, and all associated bonds for 120010 of constnlction cost. 6. This proposed project contains the Stultz and Almond Amt 1 Regulated Drain across the parcel. Please show the location and easement tor the regulated drain on the existing conditions sheet. 7. Please have the developer submit a Jetter requesting that the Stultz and Almond Ann 1 Regulated Drain be vaoated seross this parcel. The drain will need to have a b~ather set on the east property line of this project and it will need to be crushed or removed across the parcel. ~ 12/113/213134 14: 33 3177769628 ..~ -4 HAMILTON CO SURVEYOR PAGE 132/133 8. The Stultz and Almond main drain crosses the south-west comer of the site and will be vacated at an upcoming drainage board meeting. This tile will also need crushed or removed across this site and under the 141 It Street ROW. Any connection the Stamper parcel bas to any remaining section of the drain will need to be provided a new outlet (most likely directly into the lake). Please show this drains and easement on the existing conditions sheet. 9. The HCSO believes that private tiles from this sit run east and connect into the Stultz and Almond tile. Any of these tiles will need to be located, breathers set at the east property line, and crushed or removed across this site. If any of these tiles extend beyond the limits of Heather Knoll. they will need to be provided a positive outlet and allowed to continue to function. 10. The existing well and septic field with the old house will need to be properly abandon and shown on the demolition plan. II. The SSD on the private drive (Street A) is over 800 feet in length from structure 154 to 149, with no additional access points. There is no possible way to maintain an underdrain ofthat length, especially with a hammerhead at the end of the street. Also. it appears there may be a contlict with the underdrains and the pipes from structure 153. 12. The structure on the SW comer oflot S9 should be #145, not 144. 13. No SSD lateral is provided for lot 70. Please show this lateral. 14. Structure 172 is shown as in end section inlet tor the swale behind lots 70 to 73, but because of the invert elevatiollt it wiU act as an outlet for Lake #3 at the 2 year storm event. The will NOT be allow and a different way to collect the in this swale win need to be found (IE nm a pipe ftom structure 161 and set a beehive inlet at the lot line of 71.72). 15. Structure 148B will surcharge water before the 100 year flood event into the ROW of1411t Street. Is the City of Carmel acceptable this that scenario? 16. The SSD laterals to the lots appear to be shifted to one side of the lot, which could put them under the driveways. Our preferrecllocations in the center of the lot or S' from one of the property lines. The current location is acceptable with us if the house orientation has been predetermined so that the driveway location is known and the SSD laterals do not conflict. If they are predetermin~ please submit a letter in writing from the developer or home builder that this is the c:ase. 17. The SSD at the curb tumout for the amenity area cannot dead end like shown because the flow nms ftom north to south. If'the curb does not continue across the entrance, the SSD must continue across it and be upgraded to double-wall HDPE. 12/10/2004 14:33 3177769628 HAMILTON 00 SURVEYOR PAGE 03/03 .. 18. Please show the bottom elevation of both lakes. 19. The grouting verses removal of the existing eMP under 141 Rt Street at the entrance win require the approval of the City of Cannel Engineering Department 20. The site location maps on the storm water pollution BDd prevention plans are NOT for this site. 21. No temporary erosion contnll measures are shown for structure 148B and 1 S J . 22. The Landscape plan shows the existing trees in common area #7 and lot 62 remaining. but the design calls for a swale behind these lots and to the lake. The trees preservation and the swale both cannot happen in the same location. 23. Please remove the ~'R" (regulated) from the easement on the eastside oflot 86. 24. Please add a IS" RoD.E. on the south side of the amenity area to cover the pipe ftom structure 164 to 165. 15. The private drive (street A) needs to be dedicated as a RD.E. since it is not public ROWand it contains Regulated Drains. 26. Please submit drainage calculations with the next submittal. 27. Please note that further comments may be necessary at a later dlte. Should you have any questions, I can be reached at 317-776-8495. Sincerely, J2v:i ~) Greg Hoyes Plan Reviewer cc: Jon Dobosiewicz - Carmel DOCD John South - HCSWCD Steve Broermann - HCHD Dick Hill- Carmel Eqineerini Ken Brasseur - Platinum Properties C~,]rllleR December 6,2004 Mr. Edward D. Fleming Stoeppelwerth & Associates, Inc. 9940 Allisonville Road Fishers, IN 46038-2005 RE: Heather Knoll, Section 2 Dear Mr. Fleming: I have received and reviewed the information for the above-mentioned project. 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, ~j).~ Michael D. Fo;a4 y Chief of Police MDF:vb cc: Dept. of Community Services en7) 571.2500 A Nationally Accredit _I orcement Agency FAX (317) 571.2512 U ,- , U' LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 TO: Department of Community Services One Civic Square Carmel, Indiana 46032 DATE: November 30,2004 ATTENTION: Jon Doboseiwicz RE: Heather Knoll, Section 2 WE ARE SENDING YOU ] UPS [ ] Courier ] Other: Deliver COPIES SHEET DESCRIPTION NO. 2 Sets Construction Plans 2 Secondary Plat 1 Secondary Plat Application 1 Subdivision Agreement 1 Transmittals to Agencies 1 Storm Computations THESE ARE TRANSMITTED as checked below: ] For Approval [ X ] As Requested ] For Review and Comment X] For Your Use REMARKS: a~r~ Edward E. Fleming Cc: Ken Brasseur EEF/meb S:\47175S2\Blue_Book\Agency Correspondence\ TRANSDeptOfCommunityServicesDoboseiwiczll-23-04.DOC o LETTER OF TRANSMITTAL Q STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: November 30,2004 JOB NUMBER: 47175S2 TO: Hamilton County Soil & Water 1108 South 9th Street Noblesville, Indiana 46060 ATTENTION: John South RE: Heather Knoll, Section 2 WE ARE SENDING YOU [X] UPS [ ] Courier ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans 1 Secondary Plat 1 0& M Manual THESE ARE TRANSMITTED as checked below: ] For Approval [ X ] As Requested ] For Review and Comment X] For Your Use REMARKS: II. ~ r. 1L:- Edward E. Fleming Cc: Jon Doboseiwicz Ken Brasseur EEF/meb S:\47175S2\Blue_ Book\Agency Correspondence\TRANSHamiltonCountySoil& W aterSouthll-23-04.DOC U LETTER OF TRANSMITTAL o STOEPPELWERTH & ASSOCIATES, INC. 9940 AllisonvilIe Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: November 30, 2004 JOB NUMBER: 47175S2 TO: Clay Township Regional Waste District 10701 North College Avenue Suite A Indianapolis, Indiana 46280 ATTENTION: Candy Feltner RE: Heather Knoll, Section 2 WE ARE SENDING YOU [X] UPS [ ] 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 [ X ] As Requested ] For Review and Comment X] For Your Use REMARKS: (Q~(~ Edward E. Fleming Cc: Jon Doboseiwicz Ken Brasseur EEF/meb S:\47175S2\Blue_Book\Agency Correspondence\TRANSClayTownshipRegionalW asteFeltnerll-23-04.DOC o LETTER OF TRANSMITTAL o STOEPPELWERm & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: November 30, 2004 JOB NUMBER: 47175S2 TO: Carmel Water Department 760 3rd Avenue SW Carmel, Indiana 46032 ATTENTION: John Duffy RE: Heather Knoll, Section 2 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Otber: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans 1 Secondary Plat 1 NOI Water Main Extension Application 1 Permit Application THESE ARE TRANSMITTED as checked below: ] For Approval [ X ] As Requested ] For Review and Comment X] For Your Use REMARKS: fJ~ r. ~ Edward E. Fleming Cc: Jon Doboseiwicz Ken Brasseur EEF/meb S:\4717582\Blue_Book\Agency Correspondence\TRANSClayToWDsbipRegionaIW asteFeltnerll-23-04.DOC U LETTER OF TRANSMITTAL o STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: November 30, 2004 JOB NUMBER: 47175S2 TO: Carmel City Engineer One Civic Square Carmel, Indiana 46032 ATTENTION: Dick Hill RE: Heather Knoll, Section 2 WE ARE SENDING YOU [X] UPS [ ] Courier ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans 1 Secondary Plat 1 Storm Computations THESE ARE TRANSMITTED as checked below: ] For Approval [ X ] As Requested ] For Review and Comment X] For Your Use REMARKS: ZJ-~ r.-~ Edward E. Fleming Cc: Jon Doboseiwicz Ken Brasseur EEF/meb S:\47175S2\Blue _ Book\Agency Correspondence\ TRANSCarmeICityEngineerHiIIll-23-04.DOC u 0 LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: November 30,2004 JOB NUMBER: 4717582 TO: Vectren Energy 15900 Allisonville Road Noblesville, Indiana 46060 ATTENTION: Chuck 8hupperd RE: Heather Knoll, Section 2 WE ARE SENDING YOU [ X ] UPS [ ] Courier ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans 1 Secondary Plat THESE ARE TRANSMITTED as checked below: ] For Approval [ X ) As Requested ] For Review and Comment X] For Your Use REMARKS: t~~ [ ~ Edward E. Fleming Cc: Jon Doboseiwicz Ken Brasseur EEF/meb S:\47175S2\Blue _ Book\Utility Correspondence\TRANSVectrenEnergyshupperdll-24-04.DOC U LETTER OF TRANSMITTAL o STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: November 30, 2004 JOB NUMBER: 47175S2 TO: Indianapolis Power & Light Company 3600 North Arlington Avenue Indianapolis, Indiana 46218 ATTENTION: Ron Morris RE: Heather Knoll, Section 2 WE ARE SENDING YOU [ X] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans 1 Secondary Plat THESE ARE TRANSMITTED as checked below: ] For Approval [ X ] As Requested ] For Review and Comment X] For Your Use REMARKS: rl~ r ')I Edward E. Fleming Cc: Jon Doboseiwicz Ken Brasseur EEF/meb S:\47175S2\Blue _Book\Utility Correspondence\TRANSlndianapolisPower&LightMorrisll-24-04.DOC o LETTER OF TRANSMITTAL Q STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: November 30,2004 JOB NUMBER: 47175S2 TO: Cinergy PSI 1441 South Gilford Street Carmel, Indiana 46032 ATTENTION: Shirley Hunter RE: Heather Knoll, Section 2 WE ARE SENDING YOU [ X] UPS [ ] Courier ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans 1 Secondary Plat THESE ARE TRANSMITTED as checked below: ] For Approval [ X ] As Requested ] For Review and Comment X] For Your Use REMARKS: f.e~ r 1L- Edward E. Fleming Cc: Jon Doboseiwicz Ken Brasseur EEF/meb S:\47175S2\Blue _ Book\Utility Correspondence\TRANSCinergyPSllIunterll-24-04.DOC o LETTER OF TRANSMITTAL Q STOEPPELWERTH & ASSOCIATES, INC. 9940 AlIisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: November 30,2004 JOB NUMBER: 4717582 TO: Brighthouse Networks 3030 Roosevelt Avenue Indianapolis, Indiana 46218 ATTENTION: Jeff Farmer RE: Heather Knoll, Section 2 WE ARE SENDING YOU [ X] UPS [ ] Courier ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans 1 Secondary Plat THESE ARE TRANSMITTED as checked below: ] For Approval [ X ] As Requested ] For Review and Comment X] ForYourUse REMARKS: fJ ~ {. 1L:..... Edward E. Fleming Cc: Jon Doboseiwicz Ken Brasseur EEF/meb S:\47175S2\Blue_Book\Utility Correspondence\ TRANSBrighthouseFarmerll-24-04.DOC o U LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: November 30, 2004 JOB NUMBER: 47175S2 TO: Carmel Clay Communications 31 First Avenue NW Carmel, Indiana 46032 ATTENTION: Bill Akers RE: Heather Knoll, Section 2 WE ARE SENDING YOU [X] UPS [ ] Courier ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans 1 Secondary Plat THESE ARE TRANSMITTED as checked below: ] For Approval [ X ] As Requested ] For Review and Comment X] For Your Use REMARKS: c?; ~ ( !-L.:- Edward E. Fleming Cc: Jon Doboseiwicz Ken Brasseur EEF/meb S:\47175S2\Blue_Book\Agency Correspondence\TRANSCarmeIClayComm unicationsAkersll-24-04.DOC o Q LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: November 30,2004 JOB NUMBER: 47175S2 TO: Carmel Clay Parks Department 1055 Third Avenue SW Carmel, Indiana 46032 ATTENTION: Mark Westermeier RE: Heather Knoll, Section 2 WE ARE SENDING YOU [X] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans 1 Secondary Plat THESE ARE TRANSMITTED as checked below: 1 For Approval [ X ] As Requested ] For Review and Comment X 1 For Your Use REMARKS: ff~ { ?L Edward E. Fleming ~ Cc: Jon Doboseiwicz Ken Brasseur EEF/meb S:\4717SS2\Blue_ Book\Agency Correspondence\TRANSCarmelClayParksDeptW estermeierll-24-04.DOC o 0 LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: November 30,2004 JOB NUMBER: 47175S2 TO: Carmel Clay Schools 5185 East 131st Street Carmel, Indiana 460323 ATTENTION: Ron Farrand RE: Heather Knoll, Section 2 WE ARE SENDING YOU [X J UPS [ J Courier [ J Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans 1 Secondary Plat THESE ARE TRANSMITTED as checked below: ] For Approval [ X ] As Requested ] For Review and Comment X] ForYourUse REMARKS: fi~ tf, 1'--:. Edward E. Fleming Cc: Jon Doboseiwicz Ken Brasseur EEF/meb S:\47175S2\Blue _Book\Agency Correspondence\ TRANSCarmeIClaySchoolsFarrandll-24-04.DOC o 0 LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: November 30,2004 JOB NUMBER: 47175S2 TO: Hamilton County Local Emergency 18100 Cumberland Road Noblesville, Indiana 46060 ATTENTION: Roberts Hendricks RE: Heather Knoll, Section 2 WE ARE SENDING YOU [ X] ups [ ] Courier ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans 1 Secondary Plat THESE ARE TRANSMITTED as checked below: ] For Approval [ X ] As Requested ] For Review and Comment X] For Your Use REMARKS: f.fJ 1. IL Edward E. Fleming Cc: Jon Doboseiwicz Ken Brasseur EEF/meb S:\47175S2\Blue _Book\Agency Correspondence\ TRANSHamiltonCountyLocaIEmergencyHendricksll-24-04.DOC o Q LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: November 30,2004 JOB NUMBER: 47175S2 TO: CTE 7102 Lakeview Parkway West Drive Indianapolis, Indiana 46268 ATTENTION: Ron Lauritsen RE: Heather Knoll, Section 2 WE ARE SENDING YOU [X] UPS [ ] Courier ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans 1 Secondary Plat THESE ARE TRANSMITTED as checked below: ] For Approval [ X ] As Requested ] For Review and Comment X] For Your Use REMARKS: ZJl.~ {". 1~ Edward E. Fleming Cc: Jon Doboseiwicz Ken Brasseur EEF/meb S:\47175S2\Blue_ Book\General Correspondence\TRANSCTELauritsenll-24-04.DOC o Q LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 AlIisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: November 30, 2004 JOB NUMBER: 47175S2 TO: Office of Fire Chief Fire Station No. 1 Two Civic Square Carmel, Indiana 46032 ATTENTION: Gary Hoyt RE: Heather Knoll, Section 2 WE ARE SENDING YOU [ X] UPS [ ] Courier ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans 1 Secondary Plat THESE ARE TRANSMITTED as checked below: ] For Approval [ X ] As Requested ] For Review and Comment X] For Your Use REMARKS: ZI2J (- ~ Edward E. Fleming Cc: Jon Doboseiwicz Ken Brasseur EEF/meb S:\47175S2\Blue_Book\Agency Correspondence\TRANSOfficeOfFireCheifHoyt11-24-04.DOC o Q LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: November 30, 2004 JOB NUMBER: 47175S2 TO: Office of Police Chief Three Civic Square Carmel, Indiana 46032 ATTENTION: Michael Fogarty RE: Heather Knoll, Section 2 WE ARE SENDING YOU [ X] UPS [ ] Courier ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans 1 Secondary Plat THESE ARE TRANSMITTED as checked below: ] For Approval [ X ] As Requested ] For Review and Comment X] For Your Use REMARKS: lf~ (. +L Edward E. Fleming Cc: Jon Doboseiwicz Ken Brasseur EEF/meb S:\47175S2\Blue_Book\Agency Correspondence\TRANSOfficeOtPoliceFogartyll-24-04.DOC o Q LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: November 30,2004 JOB NUMBER: 47175S2 TO: Department of Community Services Urban Forester One Civic Square Carmel, Indiana 46032 ATTENTION: Scott Brewer RE: Heather Knoll, Section 2 WE ARE SENDING YOU [X] UPS [ ] Courier ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans 1 Secondary Plat THESE ARE TRANSMITTED as checked below: ] For Approval [ X ] As Requested ] For Review and Comment X] For Your Use REMARKS: tJL~ 7', ~ Edward E. Fleming Cc: Jon Doboseiwicz Ken Brasseur EEF/meb S:\47175S2\Blue_Book\Agency Correspondence\ TRANSUrbanForesterBrewerll-24-04.DOC o Q LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: November 30,2004 JOB NUMBER: 47175S2 TO: Carmel Post Office 275 Medical Drive Carmel, Indiana 46032 ATTENTION: Postmaster RE: Heather Knoll, Section 2 WE ARE SENDING YOU [ X] UPS [ ] Courier ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans 1 Secondary Plat THESE ARE TRANSMITTED as checked below: ] For Approval [ X ] As Requested ] For Review and Comment X] For Your Use REMARKS: f J-r--J r J~ Edward E. Fleming --... Cc: Jon Doboseiwicz Ken Brasseur EEF/meb S:\47175S2\Blue _Book\Agency Correspondence\TRANSPostOfficePostmasterll-24-04.DOC o 0 LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 AllisonviIIe Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: November 30, 2004 JOB NUMBER: 47175S2 TO: Hamilton County Sheriff Department 18100 Cumberland Road Noblesville, Indiana 46060 ATTENTION: Lt. Joe Cook RE: Heather Knoll, Section 2 WE ARE SENDING YOU [ X] UPS [ ] Courier ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans 1 Secondary Plat THESE ARE TRANSMITTED as checked below: ] For Approval [ X ] As Requested ] For Review and Comment X] For Your Use REMARKS: f.e..-A 7- ~ Edward E. Fleming Cc: Jon Doboseiwicz Ken Brasseur EEF/meb S:\47175S2\Blue_Book\Agency Correspondence\TRANSHamiltonCountySheriffCookll-24-04.DOC u 0 LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: November 30,2004 JOB NUMBER: 47175S2 TO: Hamilton County Health Department One Civic Square Suite 30 Noblesville, Indiana 46060 ATTENTION: Jason Lemaster RE: Heather Knoll, Section 2 WE ARE SENDING YOU [ X ] UPS [ ] Courier ] Other: COPIES SHEET DESCRIPTION NO. t Set Construction Plans t Secondary Plat THESE ARE TRANSMITTED as checked below: ] For Approval [ X ] As Requested ] For Review and Comment X] For Your Use REMARKS: 2~i~- 14 Cc:' Jon Doboseiwicz Ken Brasseur EEF/meb S:\47175S2\Blue_Book\Agency Correspondence\TRANSHamiltonCountyHealthLemasterll-24-04.DOC