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HomeMy WebLinkAboutCorrespondence P CROSSROAD ENGINEERS, P.C. r t 3417 Sherman Drive Beech Grove, IN 46107 iiip.„.„--4- I i J UN i 9 b :f, P hone: 3 17 780 -1555 EM D! SIFI cps p� p PC Fax: 317 780 -6525 v LETTER OF TRANSMITTAL E T0: City of DOCS Date: 6/8/10 Attn: Angie Conn Project: Blackwell Park One Civic Square, 3 Floor Carmel, IN 46032 WE ARE SENDING YOU X Attached Shop Prints Samples Specifications Drawings Copy of Change Order Letter Copies: Date: Description: 1 Rev. 6/3/10 Recorded Secondary Plat (Mylar) 2 Rev. 6/3/10 Recorded Secondary Plat (Paper) THEY ARE TRANSMITTED AS CHECKED BELOW: For Approval Approved as submitted Resubmit blueline sets w /binder For your use Approved as noted Resubmit Xerox sets w /binder As requested Returned for corrections Return corrected prints For bids due 20 Angie, Please accept the enclosed recorded Secondary Plats for the Blackwell Park development. Please let us know if you have any questions or need anything else. Thanks, Signed A gll gl fr I ts'+ 111/111 its fix' n ■t CITY j� m 414.,p5 EL June 4, 2010 JAMES BRAINARD, MAYOR Mr. Gregory J. Ilko, P.E. Crossroad Engineers, P.C. 3417 Sherman Drive Beech Grove, Indiana 46107 RE: Blackwell Park Construction Plans- Project Review #3 Dear Mr. liko: The City has received your comments and drawings dated May 17, 2010 based upon the City review of April 13, 2010. The comments from the City review have been satisfactorily addressed. Comments 10, 20, 24 and 27 from the comment letter dated April 13, 2010 were discussed at our meeting on June 2, 2010 and found to be adequately addressed. Please submit all copies necessary for approval and we will approve the drawings. 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. If you have questions, please contact me at 571 -2441. Sincerely, 4 4 4 Gary R. Inca r., P.E. 4 Assistant ity Engineer Department of Engineering cc: Angelina Conn, Department of Community Services John Duffy, Carmel Utilities Paul Pace, Cannel Utilities Paul Antone, Cannel Utilities Greg Hoyes, Hamilton County Surveyor's Office L: \shared\DFFl ill \PROJRE V I O\I3LACK WELLPARKCON STRUCTIONPLANSREV#3,din DEPARTMEN r OE ENGINEERING ONE Civic SQUARE, CARMEL, IN 46032 OPPmE 317 571.2441 FAX 317.571.2439 EMAIL engineeringgic:irmrl.in.l;in Conn, Angelina V From: Dustin J. Myers [dmyers @crossroadengineers.com] Sent: Tuesday, May 18, 2010 5:02 PM To: Krueskamp, Theresa A Cc: Conn, Angelina V; Donahue -Wold, Alexia K; Greg Ilko Subject: Blackwell Park Reading Tree Park CAD submittals Attachments: Reading Tree Park Linework 5.18.10.dwg; Blackwell Park Linework 5.18.10.dwg Ms. Krueskamp, Please accept the attached .dwg files for the Reading Tree Park Blackwell Park projects. Please let us know if you have any questions or need further information. Thank you. Dustin Myers CrossRoad Engineers, P.C. 317 -780 -1555 x122 317 780 -6525 Fax dmyers @crossroadenqineers.com Disclaimer: THE ATTACHED ELECTRONIC INFORMATION (HEREINAFTER REFERRED TO COLLECTIVELY AS "DATA IS AN ACTUAL REPRODUCTION OF INFORMATION PRODUCED BY AND CONTAINED WITHIN THE COMPUTERS OF CROSSROAD ENGINEERS, PC (CRE). THE DATA IS CONFIDENTIAL AND SHALL ONLY BE USED FOR THE CONTEMPLATED PURPOSE BETWEEN CRE AND THE RECEIVING PARTY. BY ACCEPTING THESE DATA, THE RECEIVING PARTY AGREES TO ALL OF THE FOLLOWING TERMS AND CONDITIONS: THESE DATA HAVE BEEN PREPARED SOLELY FOR THE PURPOSE OF CREATING CONSTRUCTION DOCUMENTS (PLANS, SPECIFICATIONS, ETC.), AND THIS INFORMATION SHOULD NOT BE CONSIDERED RELIABLE FOR THE PURPOSES OF FIELD CONSTRUCTION STAKING. THESE DATA ARE FOR INFORMATION ONLY AND ARE TO BE VERIFIED BY THE RECEIVING PARTY PRIOR TO ANY USE. IF ANY DISCREPANCY IS FOUND BETWEEN THESE DATA AND THE CONSTRUCTION PLANS, THE CRE PROJECT MANAGER SHOULD BE CONTACTED SO THAT THE DISCREPANCY CAN BE RESOLVED. BECAUSE ANOTHER PARTY OTHER THAN CRE CAN ALTER THE DATA, CRE IS NOT RESPONSIBLE FOR ANY ALTERATIONS TO THE DATA AFTER IT IS GIVEN TO THE RECEIVING PARTY. FURTHERMORE, CRE IS NOT RESPONSIBLE FOR ANY DATA THAT MAY BECOME OUTDATED AND IS ONLY RESPONSIBLE FOR THE DATA AS IT PERTAINS TO THE PREPARATION OF THE SPECIFIC PROJECT AT THE TIME THE DATA FOR THE DEVELOPMENT WAS PRODUCED. ALL COPYRIGHT LAWS ARE APPLICABLE TO THE DATA, AND THE RECEIVING PARTY SHALL NOT DUPLICATE OR DISCLOSE THIS INFORMATION TO ANY THIRD PARTY. 1 May 17, 2010 L Ms. Angie Conn 00 y, Planning Administrator 4 Dept. of Community Services Planning Zoning ��55R ®A® 1 Civic Square, 3` Floor R ECENED ENGINEERS, P Carmel, IN 46032 I NED cis RE: Review Comments for Docket #091 10039 SP el, '0, cb Dear Ms. Conn: f The following is a list of comments indicating the action taken or an explanation for the action not taken based on the follow -up Planning /Zoning Dept. Review Comments for Blackwell Park via email correspondence on March 30, 2010. Please add docket no. 09110039 SP, 09060012 PP Amend, and 09060013 SW to the plat, as well as BZA docket numbers 09030007 -IOV. The required docket numbers have been added to the Secondary Plat. C\L. I still do not see the source of title of ownership shown on the plat. Please add those numbers and label clearly. The applicable ownership entity and space for the recording information for each existing lot (69, 70, &71) has been added to the Secondary Plat. The secondary plat will not be recorded until Blackwell Park Development Partners, LLC has acquired the aforementioned Tots. llr Please amend the aggregate side yard setback, since a 151? aggregate is required in the R -2 zoning district, and I do not think variance approval for aggregate side yard was submitted. Please see the revised Secondary Plat for the aggregate side yard setback of 15'. 6" X There is some concern of the plat document layout; an example of a plat layout with required items can be found at this website link: hup:// cocdocs. ci. carnrel. irr .ars /Weblink.DocView.aspi±id 399606&dbid -0.. Please see the revised plat for the corrected layout. Under parent parcel description on Sheet 1, you mention lot 24 in DE Wilkinson 's addition, but his lot is not part of the pritnary plat amendment. Please remove that text. The parent parcel description has been removed from the Secondary Plat. o -v 4 he Dept would also like a .pdf or .jpg file of the scanned, recorded plat, as we move toward a aperless office. A .pdf file will be provided upon recording the plat. L,- )lease submit a revised Secondary Plat after making above mentioned changes. Once these changes have been made and cornnents addressed, please produce a Mylar copy (with the May 17, 2010 Conn Blackwell Park 1 oft 3417 Sherman Drive Beech Grove, Indiana 46107 in Tel 317.780.1555 Fax 317.780.6525 surveyor's and land owner's signatures) for signature by this Department. Two paper copies of the plat must be filed with the Mylar prior to recording, and two paper copies and a Mylar of the recorded plat must be submitted following recording of the document. Our approval of the secondary plat (signature) will be forthcoming upon revision of the plans according to the items listed above. Two paper copies and a mylar copy of the Secondary Plat will be created once we receive approval that the above revisions have been accepted by all departments. The staff has been advised that we cannot present a Secondary Plat to the Director for signature from this point forward until Ms. Terry Krueskamp (tkrueskamp(Z cannel. in.gov) in Information Systems has received an e -mail with an electronic file attached (MicroStation .dgn is preferred, or AutoCad .dwg of the subdivision), and it (the e -mail) has been copied to myself and Alexia Donahue -Wold (awold @carmel. in.gov). A .dwg of the Blackwell Park development will be sent to Ms. Krueskamp once all revisions are approved. Please feel free to call me at 780 -1555 ext. 112 if you should have any questions or need additional information on these subjects. Sincerely, CrossRoadi gineers P.C. #/fA or re g Y Vice President May 17, 2010 Conn Blackwell Park 2 of 2 CROSSROAD ENGINEERS, P.C. 3417 Sherman Drive gidp,.--- Beech Grove, IN 46107 Phone: 317 780 -1555 C likil Fax: 317 780 -6525 E RIEER Pc LETTER OF TRANSMITTAL To: City of Carmel DOCS Date: 5/17/10 Attn: Angie Conn Project: Blackwell Park One Civic Square, 3rd Floor 3 Ave Ngig S Carmel, IN 46032 Efl WE ARE SENDING YOU X Attached co Shop 8 2 01 0 o Shop Prints Samples Specifications 4 Drawings `0� '4Z Copy of Change Order Letter Copies: Date: Description: 1 Rev. 5/11/10 Secondary Plat 1 5/17/10 Response Letter THEY ARE TRANSMITTED AS CHECKED BELOW: X For Approval Approved as submitted Resubmit blueline sets w /binder For your use Approved as noted Resubmit Xerox sets w /binder As requested Returned for corrections Return corrected prints For bids due 20 Angie, Please accept and review the enclosed Secondary Plat and response letter. Please let us know if you have any questions or need anything else. Thanks, Sig ned 4: 5aL f RJIli k p 0 1 1 11 i C I o 4 ra;. r EL April 13, 2010 JAMES BRAINARD, MAYOR Mr. Gregory J. llko, P.E. Crossroad Engineers, P.C. 3417 Sherman Drive Beech Grove, Indiana 46107 RE: Blackwell Park Construction Plans- Project Review #2 Dear Mr. llko: The City has received your comment letter and drawings dated March 26, 2010 based upon the City review of December 8, 2009. All the con from the City review have been satisfactorily addressed. Based upon additional review, the City provides additional comments: 1. ADA Ramp at Lot 16A does not appear to provide access to the sidewalk on the opposite side of the roadway. 2. Alley drainage appears to be concentrating at Lot IA and Lots 4A /5A; but not at the property lines. How is this water to be conveyed to the side yards now that the rear yard swale has been eliminated? 3. The intent of the 50 -foot pond separation from the right -of -way or a barrier is for vehicles. Curbing has been demonstrated to not deflect vehicles and we do not expect a pedestrian rail to deter a vehicle from entering the pond. 4. Please provide a status of negotiations with the off-site property owners to perform work within the 5 -foot Utility Strip in the adjacent development. I do not expect the developer to have any rights to work in a Utility Strip and must obtain permission from the property owner to alter the grade of this Utility Strip. 5. None of the easements appear to satisfy the, requirements of Section 3.06 of the Storm Water Standards Manual. 6. Does the plan satisfy the requirements of Section 6.06 of the Subdivision Control Ordinance? 7. The 15 -foot easements over the proposed side yard filter strip BMP's do not satisfy the width requirements of Table 701 -01 of the Storm Water Technical Standards Manual. 8. Do the restrictive covenants address responsibility for maintenance of the side yard filter strip BMP's? 9. What is the status of the permit for the outfall into the unnamed tributary which is a natural drainage area with stream characteristics discussed during the Primary Plat review? 10. We could not locate the note about driveways not encroaching into easements. 11. Drainage Summary on Sheet C400. Is the detention noted as being required based on the flat release rates or those release rates that would be realized with a 6 -inch orifice? Please add the detention required and provided and the theoretical orifice size to satisfy the maximum release rates. 12. How will water flow in the rear of Lots IA-5A since there is no longer a swale? Is a certain amount of fall away from the residential structure required by Building Code? How will this work in the rear yards? 13. As discussed during the Primary Plat stage, please indicate a 25 -foot setback from the 100 -year elevation of the detention facility. DEPARTMENT OF ENGINEEItiXG ONE CIVIC SQUARE, CARMEL, IN 46032 OFFICE 317.571.2441 FAX 317.571.2439 EMAIL engineering ©carmetin.gov Mr. Gregory J. Ilko, P.E. April 13, 2010 RE: Blackwell Park Construction Plans Project Review #2 Page 2 of 3 14. Lowest entry elevation must be 15- inches above the adjacent roadway. 1 did not see that minimum pad grades or finish floor elevations were established, 15. Is it intended to preserve the existing trees on Lots I A -5A until the lot is cleared by the builder? And is this the reason that no seeding is proposed on the erosion and sediment control plan? 16. Please confirm that the City standard details included on the plans are the, City standard details. It is apparent that these are not PDF's; but the Department also recognizes that Crossroad Engineers has developed the City's Standard details electronically. 17. Please include the required note per section 102.02(vii) of the Storm Water Technical Standards Manual on Sheet C502. 18. Please include a City Standard sub surface drain on the swale detail. 19. The RCP trench and bedding detail does not appear to be the City's standard detail. 20. Does the depth of the flow in the rear yard swale when the spillway is active affect the MLAG /MFPG of Lots 7A an 8A? We estimate that the MLAG/MFPG will be 844 for Lot 7A and 844.37 for Lot 8A. 21. The Stop Sign Detail indicates a mounting height of 3' -0." The Indiana MUTCD indicates a mounting height of no less than 7' -0" in a residence district. 22. Is the "10 -foot strip by Plat" along the eastern border of the development right -of -way? 23. Something does not appear right about how the contours have been drawn in the southeast corner. There appears to be an 841 contour missing. 24. Does the off -site flow from the south affect the MLAG/MFPG for Lots 6A, 7A and 8A during the 100 -year storm event? 25. The Department will_acceptthe following pavement section for the proposed alley: a. Compacted sub grade b. 6" compacted 453 stone c. 3" HMA Intermediate 19.0rnin (in 2 lifts) d. 1.5" HMA Bituminous Surface 9.5mm 26. The Department is not certain that reducing the pipe cover on the pipe between Structures 8 and 9 helps alleviate drainage issues at the southeast corner of the development. 27. Thank you for addressing the off -site drainage issues associated with the 3 -lot development south of this proposed development. It appears that the on -site depressional area will stage to an elevation between 839 and 840 before spilling over and draining to the east. Per the proposed contours, it appears that the off -site will now stage to an elevation closer to 840 and will be conveyed out to Sylvan Lane. This condition was identified as a concern by the adjacent property owners at the Primary Plat stage. Is 'it possible to lower the "spillway" east of the proposed detention facility to allow the water that will stage above Structure 7 to release to the north between elevations 839 and 840 (as the area does today) rather than east to Sylvan Lane at a higher elevation? 28. Will the proposed plan resolve any drainage issues being experienced on the Weigel property? Is it not possible to create more of a defined swale at the rear of Lot 25? I f you have questions, please contact me at 571 -2441. Sincerely, Gary R. ¥tcan Assistant ty Engineer Department of Engineering Mr, Gregory J. liko. P.E. April 13, 2010 RE: Blackwell Park Construction Plans- Project Review #2 Page 3 of 3 cc: Angelina Conn, Department of Community Services John Duffy, Carmel Utilities Paul Pace, Cannel Utilities Paul Arnone, Carmel Utilities Greg Hoyes, Hamilton County Surveyor's Office issvrappsluser datatz :A shared\ Df t( LL\ PROJRL -V1O\B LACKW ELLPARKCONSTRUCTI ONPLANSREVN2.doc Conn, Angelina V From: Conn, Angelina V Sent: Tuesday, March 30, 2010 11:16 AM To: 'Greg Ilko' Cc: 'Dustin J. Myers' Subject: follow -up review comments for Blackwell Park #090110039 SP) Hi, Greg thanks for submitting the revisions to the plat, but there are just a few outstanding review comments regarding the revised secondary plat document: Please add docket no. 09110039 SP, 09060012 PP Amend, and 09060013 SW to the plat, as well as BZA docket numbers 09030007 -10 V. I still do not see the source of title of ownership shown on the plat. Please add those numbers and label clearly. Please amend the aggregate side yard setback, since a 15 -ft aggregate is required in the R -2 zoning district, and I do not think variance approval for aggregate side yard was submitted. There is some concern of the plat document layout; an example of a plat layout with required items can be found at this website link: http: /cocdocs.ci.carmel .in.us /Weblink/DocView.aspx ?id 399606 &dbid =0 `U EN Under parent parcel description on sheet 1, you mention lot 24 in DE Wilkinson's addition, but this lot is not part of the primary plat amendment. Please remove that text. Some reminders: u �f-' The Dept would also like a .pdf or .jpg file of the scanned, recorded plat, as we move toward a paperless office. t A.. Please submit a revised Secondary Plat after making above mentioned changes. Once these changes have been made and comments addressed, please produce a Mylar copy (with the surveyor's and land owner's signatures) for signature by this Department. Two paper copies of the plat must be filed with the Mylar prior to recording, and two paper copies and a Mylar of the recorded plat must be submitted following recording of the document. Our approval of the secondary plat (signature) will be forthcoming upon revision of the plans according to the items listed above. The staff has been advised that we cannot present a Secondary Plat to the Director for signature from this point forward until Ms. Terry Krueskamp (trueskamp @carmel.in.Qov) in Information Systems has received an e-mail with an electronic file attached (MicroStation .dgn is preferred, or AutoCad .dwg of the subdivision), and it (the e-mail) has been copied to myself and Alexia Donahue -Wold (awold @carmel.in.aov). -Angie Conn, Planning Administrator 1 March 24, 2010 g at r Mr. David Littlejohn •EROSSFalpia Dept. of Community Services !ENfs1191EER'SiPE' 1 Civic Square, 3 Floor Carmel, IN 46032 RE: Blackwell Park Secondary Plat Dear Mr. Littlejohn: The following is a list of comments indicating the action taken or an explanation for the action not taken based on the Alternative Transportation Review Comment letter dated December 9, 2009, for the above referenced project. 1. Please indicate ADA compliant handicap ramps at all crossings. Please see the revised construction plans that indicate all sidewalk crossings shall be constructed with ADA compliant ramps. Please feel free to call me at 780 -1555 ext. 112 if you should have any questions or need additional information on these subjects. Sincerely, CrossRoa. ngineers, P. 4000 _4( 1 40 Gregory J. Ilko, P g Y Vice President 3417 Sherman Drive Beech Grove, Indiana 46107 Tel 317.780.1555 Fax 317.780.6525 �f r �;q 5 fi ��tl March 24, 2010 Mr. John Thomas r� Department of Engineering EIVISII iEER `PC, 1 Civic Square Carmel, IN 46032 RE: Blackwell Park Post Construction SWPPP Review Comments Dear Mr. Thomas: The following is a list of comments indicating the action taken or an explanation for the action not taken based on the Construction Stormwater Pollution Prevention Plan Review Comment letter dated Dec. 14 2009. 2. It appears most stormwater leaving the site will be treated by the dry detention pond. The grass filter strips will provide no treatment for runoff from paved areas and are not clearly marked on the plans. A second BMP will need to be provided. Please see Sheet 600 for the location of all grass filter strips. Furthermore, per a conversation between Mr. John Edwards and yourself, it was agreed that prairie grasses and wet habitat plantings within the dry basin would be an approved measure to treat the paved areas. c. Please submit updated WQ talcs when a second BMP is decided upon. Please see the enclosed WQ calculations. 3. Please describe when post- construction BMPs will be installed. Please see Sheet 600 601 for the sequencing of post- construction BMPs. 4. Armament needs to be installed on the 90 degree bend in the receiving channel to prevent erosion from the site's outfall Please see Sheet 600 for the addition of armament along the 90 degree bend at the site's outfall. S. An operation and maintenance manual is required for the post- construction BMPs. Please submit when post construction BMP plan is finalized. Please see the enclosed O &M Manual. Please feel free to call me at 780 -1555 ext. 112 if you should have any questions or need additional information on these subjects. Sincerely, CrossRoad engineers, P.C. .4 1111111111r 1P; 1 11 r regor lko Vice President 3417 Sherman Drive Beech Grove, Indiana 46107 Tel 317.780.1555 a Fax 317.780•6525 Z a4 March 24, 2010 Mr. David Barnes Dept. of Engineering p g g �[7� ®557$ ®A® 1 Civic Square r EN6lirilitERIg Ot Carmel, IN 46032 RE: Blackwell Park Construction Plan Review Comments Dear Mr. Barnes: The following is a list of comments indicating the action taken or an explanation for the action not taken based on the Department of Engineering comment letter #1, dated July 8, 2009, for the above referenced project. Sheet 100 A. Please eliminate the signature from the P.E. stamp and place "Approval Pending, Not For Construction" on future review sets. Only final construction plans will require signature to avoid confusion during field construction. We will need to have the legal description, operating authorities, general notes, Indiana Underground 811 information and any other pertinent items placed on the Title Sheet for quick reference use by all parties. Please see the revised title sheet for removal of the signature, and addition of the legal description (plat), all operating authorities, and Indiana Underground information. Sheet 200 (A) A property line around the tract is shown which is not indicative of the record description (reference Lot 24 Wilkenson's Addition). A parent parcel description and plat description has been added to all applicable sheets. (B) Please check the call located under Lot 16A (Moffett) and verify that "Replat of Lots 15, 15 and 25" is correct. The referenced call was a typographical error and now reads "Replat of Lots 15, 16, and 25" (C) Within the general notes please add: 1.) "If it will be necessary to relocate utilities, the expense of such relocation shall be the responsibility of the developer. All utility poles shall be located within one foot of the proposed right-of-way." 2.) "All paving within the existing and proposed City Right -of -Way shall conform to the requirements of the Department of Engineering. Contractor shall contact the Department of Engineering to schedule a pre construction meeting to review the Department's construction requirements, staff notification requirements, required inspections for certain stages of the work and to March 24, 2010 Barnes Blackwell Park 1 of 5 3417 Sherman Drive a Beech Grove, Indiana 46107 Tel 317.760.1555 Fax 317.780.6525 review the authority of the Department as it relates to work within the existing and proposed City right-of-way." The above statements have been implemented into the general notes table. Sheet 400 (A) Please indicate a depressed curb is to be used at the south end of the alley entering onto 3rd Street N.E. A depressed curb has been specified to be installed at the south end of the alley. (B) A non access easement is to be placed along the east side of lots IA thru 5A to indicate drives must be entered from the alley. Please see the revised construction plans and secondary plat for the addition of a 5' non access easement along the east side of lots lA thru 5A. (C) Please locate proposed water valve out of the street and relocate at the northwest corner of 3 171 Street N.E. and 3 Avenue N.E. The proposed water valve has been relocated to the specified location. (D) Additional detail is required for new construction at the intersection of 3 Street N.E. and 3 Avenue N.E. The proposed curbing on the east side of the intersection is not matching gutter to gutter of the existing curb. ADA ramps will be required al the southwest corner of the intersection and north of the new driveway pavement. Please see the revised construction plans for further details regarding the intersection of 3 Avenue N.E. 3 Street N.E. (E) Please show item "F" in sheet legend. Please see the legend on Sheet 300 for the addition of item "F concrete ADA ramp. (F) This office is requesting all curbing be Combined Curb and Gutter Type II. Exception would be the roundabout island curbing which is to be Carmel Modified Roll Curb (City Standard Drawing 10 -35). The revised construction plans indicate that all curbing, except the roundabout, shall be combined curb gutter type II. (G) In addition to the hand rail along the detention basin, a barrier consistent with Section 302.06(4) of the Stormwater Technical Standards Manual is required where basin is less than 50' from the road right -of -way. It is our opinion that the 6" curbing, in addition to, the structural handrail shall act as a sufficient barrier from the dry detention basin. March 24, 2010 Barnes Blackwell Park 2 of 5 (H) The portion of the dry detention basin (approximately 38) that lies ,flat will need a variance from our standards. The Department will recommend wetland plantings in this area as a condition of variance approval. Please accept this letter as a written request to deviate from the City of Carmel Stormwater Technical Standards. More specifically, we would like to request that a variance be granted from Section 302.08, indicating that all dry basin facilities need to be constructed with a 2% bottom slope. The reason for the request is that the proposed dry basin is being constructed within a wetland area and we would like to preserve as much of the aesthetics as possible. Constructing a 2% bottom slope, or installing underdrains with a 1% slope, within the existing wetland will damage the existing foliage and plant life. (1) Please round -off (fillet) the right -of -way on the north side of the roundabout as shown on the south side of the roundabout. The right -of -way on the north side of the roundabout has been revised to include fillets prior to connection with the property line. (J) The new asphalt pavement in the alley must be designed to capture the storm runoff and be directed to the detention basin. A drainage outlet must be provided for this surface drainage. Additionally, if alley is used for lot frontage and trash pick -up, pavement cross section is to be designed for trash truck haulers. Access for trash trucks and moving vans must be provided. Alley grades will need actual elevations shown in addition to "ME." Example being "ME./847.1", etc. Please see the revised construction plans for a heavier duty asphalt section within the alley and additional grading information along the alley edge of pavement. (K) Spot grades will need to be placed at the lot corners and side yard lines. Pad grades are also required (at least 15" above street /alley grades) and the MFPG /MLAG grades will need to be included along with definitions for MFPG /MLAG. Wording for these definitions can be supplied to you upon request. The revised construction plans include all necessary grades at lot corners and side yards. In addition, the MFPG /MLAG grades and definitions have been added. (L) Per Section 5005TM (501.03) an additional manhole will be required between the storm structure #6 the sidewalk to eliminate the 3 storm pipes entering into an inlet box as shown. To avoid conflict with the SSD under street curbing, we request that the 12" storm pipe which will enter the north side of this manhole be placed in the grass area running north to structure #5. Structure #6A has been added to eliminate the 3 storm pipes from entering Structure #6. March 24, 2010 Barnes Blackwell Park 3 of 5 (M)Please show flood route with bolder arrows so as to not confuse this with the proposed ditch in legend. The arrows distinguishing the path of the flood route are clearly identified and depicted within the revised construction plans. (N) A variance will be needed for the detention area free board noted in basin area and spillway detail. Please see the revised construction plans for verification that the free board meets all ordinance requirements. (0)A drainage summary as required by Section 102.02 (xi )(m) of our Stormwater Technical Manual will need to be added to the construction set. Please see Sheet 400 for the drainage summary. (P) General Note #2 on plans states "Contractor shall place a berm where necessary This note is to be eliminated. All grading associated with the approval of these plans shall be designed and not left to the judgment of a contractor. The applicable note has been removed from the construction plan set. Sheet 500 (A) If not already done, it is recommended to check the water and sanitary sewer lateral invert elevations for utilities serving lots 5A and 6A to insure crossings do not conflict. All potential utility crossing conflicts have been reviewed and identified. (B) A variance will be needed to allow sidewalk to be less than 5' in width unless the road classification allows the sidewalk width indicated. The sidewalk width has been revised to 5'. Sheet 502 (A) Please indicate if "rim" elevation as shown on plans is grade at top of curb or the gutter line of curb. All rim elevation grades are to the front of casting for curb structures (see curb detail on Sheet 700). (B) Minimum cover over pipe between structures #8 and #9 does not meet requirements (referenced Section 102.02 (vii). The minimum amount of cover over the 12" RCP is 1.5' and increases to 2.5' at a point 25' downstream of structure #8. In order to alleviate the drainage issues that presently exist at the southeast corner of the site, it is necessary to limit the amount of fill over structure #8. Therefore, please accept this letter as a formal request to deviate from the minimum cover requirements of Section 102.02 (vii). March 24, 2010 Barnes Blackwell Park 4of5 Sheet 700 (A) There are several details shown on the plans which are to be replaced with our City of Carmel Standard Drawings. Please review and replace these details. With the elimination of the roll curb and gutter, as noted, please delete that detail from the sheet. Include also an appropriate City Standard ADA ramp detail to the construction set. The applicable City of Carmel Standard Drawings have been implemented into the revised construction plans. Sheet 800 (A) Under "Earthwork Section #9 please eliminate all reference to Curb Application as all curbing installed is to be placed per the Carmel Concrete Curb Policy. All curb application references have been eliminated from the Earthwork Section on Sheet 800. Please feel free to call me at 780 -1555 ext. 112 if you should have any questions or need additional information on these subjects. S incerely, CrossRoad ngineers, '.C. ,00111111111.1"" 10/M Ak e regory 1 V Vice President March 24, 2010 Barnes Blackwell Park 5 of 5 March 24, 2010 Ms. Angie Conn 2 3 Planning Administrator Dept. of Community Services Planning Zoning ',d CROSSROAD 1 Civic Square, 3 Floor RE �+E�ED ENGINEERS, PC +a Carmel, IN 46032 AMR 2 2010 la DOC RE: Review Comments for Docket #09110039 SP a 9 Dear Ms. Conn: S 9r Z The following is a list of comments indicating the action taken or an explanation for the action not taken based on the Preliminary Planning /Zoning Dept. Review Comments via email correspondence on November 25, 2009. ‘NI add docket no. 09110039 SP and add a location map to the plat. Docket number 09110039 SP and a location map have been added to the Secondary Plat. Please note that SDR review for each lot was part of the approval of the variances and will be required before building permits are issued. The SDR applications will be submitted individually, per lot as homebuyers are identified. Please show Replat of CW Wiedler's Sub Division, lots 69 -71 as the main tide of the plat and show Blackwell Park as the secondary title. Please see the revised Secondary Plat for the corrected title. 110 01. Add the source of title ownership to the plat. Please see the revised plat for the source of ownership information. Please add the 45% maximum lot cover percentage (allowed by variance) to the plat. The 45% maximum lot coverage requirement has been added to the development data table on the Secondary Plat. \How will the road transition from the 40 ft r/w to the 50 ft r /w? Why did that width increase since „1 the plan commission approval of the primary plat? Old Town Design Group, LLC will be dedicating a 10 foot strip of land, as r /w, along the eastern property line of Lot #24. The additional 10' will increase the r/w width of 3 Avenue to 50'. Verb aggregate side yard setback to make sure they comply with the R -2 standards of 15-1i. All side yard setbacks comply with the R -2 standard of 15 feet. March 24, 2010 Conn Blackwell Park 1 of 2 3417 Sherman Drive Beech Grove, Indiana 46107 Tel 317.780.1555 Fax 317.780.6525 Provide a copy of the signed subdivision agreement form, as found in section 9.06 of the subdivision control ordinance. The signed subdivision agreement form is enclosed. Please provide copies of all TAC members' correspondence with you. All TAC correspondence letters are enclosed. 6 Please provide a copy of the tree preservation plan and its text to the Forestry Dept and the Planning /Zoning Dept. The tree preservation plan, as presented at the subdivision committee, is enclosed. Tree preservation will occur on a lot by lot basis with the Forestry Dept. present. Building footprints will be adjusted, if possible, to accommodate tree preservation as necessary. The tree preservation text in enclosed. NN Please provide a copy of the final covenants and restrictions. Enclosed are the final covenants and restrictions for the Blackwell Park development. 12. The Dept would also like a .pdf or jpg file of the scanned, recorded plat, as we move toward a paperless office. A .pdf file will be provided upon recording the plat. 13. Please submit a revised Secondary Plat after making above- mentioned changes. Once these changes have been made and comments addressed, please produce a Mylar copy (with the surveyor's and land owner's signatures) for signature by this Department. Two paper copies of the plat must be filed with the Mylar prior to recording, and two paper copies and a Mylar of the recorded plat must be submitted following recording of the document. Our approval of the secondary plat (signature) will be forthcoming upon revision of the plans according to the items listed above. Two paper copies and a mylar copy of the Secondary Plat will be created once we receive approval that the above revisions have been accepted by all departments. 14. The staff has been advised that we cannot present a Secondary Plat to the Director for signature from this point forward until Ms. Terry Krueskamp (trueskamp @carmel. in.gov) in Information Systems has received an e -mail with an electronic file attached (MicroStation .dgn is preferred, or AutoCad .dwg of the subdivision), and it (the e -mail) has been copied to myself and Alexia Donahue -Wold (awold @carmel.in.gov). A .dwg of the Blackwell Park development will be sent to Ms. Krueskamp once all revisions are approved. Please feel free to call me at 780 -1555 ext. 112 if you should have any questions or need additional information on these subjects. Sincerely, CrossRoad gineers, P.C. /51."-- •ter rego Vice President March 24, 2010 Conn Blackwell Park 2 of 2 CROSSROAD ENGINEERS, P.C. i 3417 Sherman Drive Beech Grove, IN 46107 Phone: 317 780 -1555 Fax: 317 780 -6525 EF IEE Pit LETTER OF TRANSMITTAL To: City of Carmel DOCS Date: 3/26/10 Attn: Angie Conn Project: Blackwell Park One Civic Square, 3 Floor 3 Ave NE 3 St. NE Carmel, IN 46032 WE ARE SENDING YOU r- X Attached 9� Shop Prints Samples Specifications Drawin s 4 9 "mil! jw g Copy of Change Order w) 0490:90/0 )o x,41 Letter A Copies: Date: Description: 2 Rev. 3/24/10 Secondary Plat 1 Rev. 3/24/10 Construction Plans 1 3/24/10 Response Letter 1 12/3/09 Subdivider Agreement Form 1 Tree Preservation Plan Supporting Text 1 Final Covenants, Conditions Restrictions 1 Copy of TAC Member Correspondence Response Letters THEY ARE TRANSMITTED AS CHECKED BELOW: X For Approval Approved as submitted Resubmit blueline sets w /binder For your use Approved as noted Resubmit Xerox sets w /binder As requested Returned for corrections Return corrected prints For bids due 20 Angie, Please accept and review the enclosed revised Secondary Plat, Construction Plans and necessary submittal documents. Please let us know if you have any questions or need anything else. Thanks, Signed A. 1 t. ii IA W 0 44,4 AS r k4 l3 December 8, 2009 Crossroad Engineers, Inc. TT ATTN: Mr. Greg llko, P.E. l EL RECEIVED 3417 Sherman Drive MAR 2 6 2010 l Beech Grove, Indiana 46107 JAMES .BRAINA.RD, MAYOR DOGS RE: BLACKWELL PARK CONSTRUCTION PLANS REVIEWCOMMENTS Dear Greg: Thank you for the construction set and response letter received by this office .on 11/20/09. Following inter -office review we offer the following comments: 1. Sheet 100 Please eliminate the signature from the'P.E. stamp and place "Approval Pending, Not For. Construction" on future review sets. Only final construction: plans will require signature to avoid confusion during field construction. We will need to have the legal description, operating authorities, general notes, Indiana! Underground 811 and any other pertinent items placed on the Title Sheet: for quick reference use by all parties. 2. Sheet 200 (A) A property line around the tract is shown which is not indicative of the record description (reference Lot 24 Wilkenson's Addition). (8) Please check the call located under Lot 16A (Moffett) and verify that "Replat;of Lots 15, 15 and 25" is correct. (C) Within the general notes please add 1.) "If it will be necessary to relocate utilities, the expense of such relocation shall be the responsibility of the developer. All utility, poles shall be located within one -foot of the proposed right -of- way." 2.) "All paving within the existing and proposed City Right -of -Way shall conform to the requirements; of the Department of Engineering. Contractor shall contact the Department of Engineering to schedule 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 in relates to work within the existing and proposed City right-of-way." 3. Sheet 400 (A) Please indicate a depressed curb is to be used at the south end of the alley entering onto 3 Street N.E. (B) A non- access easement is to be placed along the east side of lots 1A thru 5A to indicate drives mush be entered from alley. (C) Please locate proposed water valve out of the street and relocate at the northwest corner of 3` Street N.E. and 3`d Avenue N.E. (D) Additional detail is required for new construction at the intersection of 3` Street N.E. and 3` Avenue N.E. The proposed curbing on the east side of the intersection is not matching gutter to gutter of the existing curb. ADA ramps will be required at the southwest corner of the intersection and north of the new driveway pavement. (E) Please show item "F" in sheet legend. (F) This office is requesting all curbing be Combined Curb and Gutter Type II. Exception would be the roundabout island curbing which is to be Carmel Modified Roll. Curb (City Standard Drawing 10-35). (G) In addition to the hand rail along the detention basin, a barrier consistent with Section 302.06(4) of the Stormwater Technical Standards Manual is required where basin is less than 50' from the road right -of -way. (H) The portion of the dry detention basin (approximately 38') that lies flat will need a variance from our standards. The Department will recommend wetland plantings in this area as a condition of variance approval. (I) Please round off (fillet) the right -of -way on the north side of the roundabout as shown on the south side of DEPARTMENT OF ENGINEEkING ONE Civic SQI.IAItE, CARMEL, IN 46032 OF ICE 317.571.2441 FAX 317.571.2439 EMAIL cngineering@carmeLin gov Page 2 of 2' Blackwell Park Construction Set Review #1 December 8, 2009 the roundabout. (1) The new asphalt pavement in the alley must be designed to capture the storm runoff and be directed to the detention basin. A drainage outlet must be provided for this surface drainage, Additionally, if alley is used for lot frontage and trash pick -up, pavement cross section is to be designed for trash truck haulers. Access for trash trucks and moving vans must be provided. Alley grades will need actual elevations shown in addition to "M.E." Example being, "M.E./847.1 etc. (K) Spot grades will need to be placed at the lot corners and side yard lines. Pad grades are also required (at least 15" above street /alley grades) and the MFPG /M LAG grades will need to be included along with definitions for MFPG /MLAG: Wording for these definitions can be supplied to you upon request. (L) Per Section 500 STM (501.03) an additional manhole will be required between the storm structure #6 the sidewalk to eliminate the 3 storm pipes entering into an inlet box as shown." To avoid conflict with the SSD under street curbing, we request that the 12" storm pipe which will enter the north side of this manhole be placed in the grass area running north to structure #5. (M) Please show flood route with bolder arrows so as to not confuse this with the proposed ditch in legend. (N) A variance will be needed for the detention area free board noted in basin area and spillway detail. (0) A drainage summary as required by Section 10202 (xi)(m) of our Stormwater Technical Manual will need to be added to the construction set. (P) General Note #2 on plans states "Contractor shall place a berm where necessary". This note is to be eliminated. All grading: associated with the approval of these plans shall be designed and not left to the judgment of a contractor: 4. Sheet 500 (A) If not already done, it is recommended to check the water and sanitary sewer lateral invert elevations for utilities serving lots SA and. 6A to insure crossings do not conflict. (B) A variance will be needed to allow sidewalk to be less than 5' in width unless the road classification allows the sidewalk width indicated, 5. Sheet 502 (A) Please indicate if "rim" elevation as shown on plans is grade at top of curb or the gutter line of curb. (B) Minimum cover over pipe between structures #8 and #9 does not meet requirements (reference Section 102.02 (vii). 6. Sheet 700 (A) There are several details shown on the plans which are to be replaced with our City of Carmel Standard Drawings. Please review and replace these details. With the elimination of the roll curb and gutter as noted please delete that detail from the sheet. Include also an appropriate City Standard ADA. ramp detail to the construction set. (B) The Stop Sign Detail must also include a mounting height dimension and distance offset to road pavement. 7. Sheet 800 Under "Earthwork Section #9 please eliminate all reference to Curb Application as all curbing installed is to be placed per the Carmel Concrete Curb Policy. Additional comments will be forthcoming "from Mr, John Thomas pertaining to .SWPPP requirements. We ask that you review our Primary Plat comments (6/8/09) to insure all outstanding issues raised during the Primary Plat review have.: been addressed with the submitted final construction set. Sincerely, Dave Barnes Plan Review, City of Carmel \IssurappSl\ \user data\ shared\ DHill\ ProjectRev09 \BLACKWELLPARKCONSTSETREVIEW #1. r� cAg'fee r it f C arme !Nn�aa.a; l)[P: \RTi\-1f:N•I 01 c \Il P`, is l July 7,2009 Mr. Gregory llko CrossRoad Engineers 3417 Sherman Dr. Beech Grove, IN 46107 RE: Blackwell Park Primary Plat Dear Mr. llko: The following letter represents comments for this project specifically addressing the area of alternative transportation. I have reviewed the drawings submitted for the July 15, 2009 Technical Advisory Committee meeting and offer the following comments: ALTERNATIVE TRANSPORTATION REVIEW COMMENTS 1) Please indicate ADA compliant handicap ramps at all crossings. 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 re- submitted, particularly if any such changes are considered "new" or fall outside of our previous reviews. Please provide revised plans indicating all revisions. Please notify us of any changes and specifically state any changes, including changes resulting from Plan Commission, Special Studies or other committee meetings. The Department of Community Services reserves the right to provide additional comments based on subsequent reviews. 1 f you have questions, please contact me at 571 -2417. Sincerely, David Littlejohn Alternative Transportation Coordinator Department of Community Services cc: Angie Conn, Department of Community Services Engineering Department Review Project File Page ONE CIVIC SQUARE CARTEL, INDIANA 46032 317 /571 -2417 Carmel Stormwater Pollution Prevention Plan Review Project Name: Blackwell Park Review Date: 12/14/2009 Reviewed By: John Thomas Post Construction SWPPP Satisfactory Unsatisfactory 1) Description of potential pollutant sources associated with proposed land use. 2) Post construction stormwater quality measures: X a. Location y "X W b. Dimensions X C. Sizing Calculations X d. Detailed Specifications X e. Construction Details 40&;';„ ,X 3) Sequence describing stormwater quality measure implementation X Description of when the proposed post construction stormwater quality measures will be installed in relation to the general construction sequence. 4) Stormwater quality measures to be implemented to prevent or X minimize adverse impacts to stream and riparian habitats. 5) An operation and maintenance manual for all post- construction 4 X stormwater quality measures: a. A brief description of what a water quality BMP is and does. b. Contact information for the BMP owner i. Name ii. Address iii. Telephone Number vq iv. E -mail Address v_'' c. A statement that the BMP owner is responsible for all maintenance and :nom d. A right -of -entry statement allowing the City of Carmel to inspect and e. A description of each BMP f. Specific actions to be taken regarding routine maintenance, remedial maintenance, and sediment/pollutant removal: i. Sediment/pollutant removal procedures should be explained in both narrative and graphical forms. ii. Guidance on routine maintenance, such as mowing, litter removal, woody growth removal, etc. Rf�xs iii. A tabular schedule should be provided listing all maintenance activities and dates for performing these required activities k.,, gg`.. iv. Who will actually be charged with maintaining the BMPs TF (maintenance staff, waste disposal company, etc.) g. Site Drawings Showing: i. Locations of BMPs ii. Locations of the access easements to maintain the BMPs iii. Locations of the points of discharge for stormwater treated by the *If°s BMPs iv. Cross sections of BMP features h. Requirements regarding the submittal of annual inspection reports to the City of Carmel Engineering Department. The first report is due one year after construction is completed, with subsequent reports due each year within the same month of the initial report. If there are any deficiencies found during the inspections, these should be addressed. If the inspection report is not received within the month it is due, if there are deficiencies which were not included in the report, or if any deficiencies included in the report are not addressed in a timely manner, the BMP owner faces enforcement action from the City. Comments 2) It appears that most stormwater leaving the site will be treated by the dry detention pond. The grass filter strips will provide no treatment for runoff from paved areas and are not clearly marked on the plans. A second BMP will need to be provided. Ica Please submit updated WQ calcs when second BMP is decided upon. 0) Please describe when post- construction BMPs will be installed. u�- 4), Armament needs to be installed on the 90 degree bend in the receiving channel to prevent erosion from the site's outfall. 5) An operation and maintenance manual is required for the post- construction BMPs. Please submit when post construction BMP plan is finalized. Carmel Stormwater Pollution Prevention Plan Review Project Name: Blackwell Park Review Date: 12/14/2009 Reviewed By: John Thomas Construction SWPPP Satisfactory Unsatisfactory 1) 14 Digit Watershed Hydrologic Unit Code X 2) Name of All Receiving Waters X If the discharge is to a municipal separate storm sewer, identify the ultimate receiving water 3) Estimate of peak discharge for post construction conditions (10- X year) 4) Locations of specific points where stormwater discharge will X leave the site. �y /F 5) Locations where stormwater may be directly discharged into �X 6) Soils map of the predominant soil types including: X� a. Soil legend with descriptions of each soil type Brief description of how the site has accommodated the existing soil Xt, 7) Description of potential pollutant sources associated with the XK� construction activities c' 8) Temporary and permanent stormwater quality measures: X a. Location 0 4 0.: X b. Dimensions X c. Detailed Specifications d. Construction Details X e. Monitoring and Maintenance Guidelines 9) General construction sequence X Each plan should contain multiple stormwater pollution prevention measures. All measures will riot be installed at the same time. Various measures will be installed at different times throughout the construction process. Some will be installed prior to land disturbance, and others may not be installed until work at the site progresses to an area where they are necessary. Each proposed measure should be identified in the sequence as to when it is to be installed in relation to the land disturbing activities. 10) Location of proposed soil stockpiles, borrow, and /or disposal u X. areas These areas shall be included as part of the plans whether they occur on or off site. 11) Temporary and Permanent surface stabilization methods %5 X appropriate for each season r4 Provide application rates for soil amendments and seed mixtures, as well as, the type and application rate for mulch. 12) Erosion and sediment control specifications for individual X building lots 13) Material handling, storage, and spill prevention plan a. List of expected materials that may be present on the site during X construction operations b. Written description of how these materials will be handled to minimize X the potential of entering the storm sewer system c. Procedures for the contractor to take if any spills occur during construction.,,,; 14) Contact information for the trained individual responsible for W4 `X stormwater pollution prevention for the project site a. Name b. Address X c. Telephone Number X. d. Email Address e. List of qualifications X„ 15) Current revision date on all sheets X Comments 2); It appears the site drains to an un -named tributary of Cool Creek. Please revise. 4); How will the runoff from the rear of lots 1A 5A and the paved alleyway be handled? Please zm indicate eventually grades :on plans needed to achieve proper drainage. Please provide a Storm Water Pollution Prevention Control Phase I and Phase II plan, instead of an Erosion Control Plan. Phase I will show existing conditions with Stormwater Controls that will be installed during the beginning of the project. Phase II will show final stabilization measures 9ry: and post- construction BMPs. a Will any tree protection fencing be required? If so, please indicate location on plans and make sure any silt fence is placed between the disturbed areas and the tree protection fence so that it can be maintained. A practice, such as a temporary sediment trap with a stabilized spillway, should be utilized in the NE corner of the site to protect the existing drainage way during grading. Please make sure a detail is provided if this is incorporated into the plans. The silt fence shown r, along the western perimeter of the tree clearing may not be necessary unless it is to control offsite drainage. Please remove from plan if in agreement. Armament of the bank along the 90 degree bend in the receiving drainage way may be necessary to prevent erosion from the site's eventual discharge point. FO:: Please provide a silt fence detail. e. Please make a note that a written stormwater inspection must be performed by a trained individual at a minimum of once per week and within 24hrs or the next business day of a storm event 0.5 9) Has the 401 permit been obtained for the site? Please make a note that construction may not commence until the 401 permit has been obtained. 11) Please show how the bottom of the detention pond will be stabilized. 12) An individual lot template with typical stormwater controls measures needs to be included on the Stormwater Detail sheet. t March 24, 2010 yq t 1 s Mr. John Thomas +i r Department of Engineering A CR055R ®A® 1 Civic Square EIVGBNEERS;;PC Carmel, IN 46032 RE: Blackwell Park Construction SWPPP Review Comments Dear Mr. Thomas: The following is a list of-comments indicating the action taken or an explanation for the action not taken based on the Construction Stormwater Pollution Prevention Plan Review Comment letter dated Dec. 12` 2009. 2. It appears the site drains to an un -named tributary of Cool C'reek. Please revise. Please see Sheet 601 for the revised statement. 4. How will the runoff from the rear of lots IA -5A and the paved alleyway be handled? Please indicate grades on the plans needed to achieve proper drainage. The runoff from the alleyway and rear of lots 1A -5A shall sheet drain along the grass lined filter strips and into structure #3. Please see the revised construction plans for grading information. 8. Please provide a Storm Water Pollution Prevention Control Phase I and Phase II plan, instead of an Erosion Control Plan. Phase I will show existing conditions with Stormwater Controls that will be installed during the beginning of the project. Phase II will show final stabilization measures and post construction BMPs. Please see Sheet 600 for a Phase I and Phase II SWPPP. a. Will any tree protection fencing be required? Is so, please indicate location on plans and make sure any silt fence is placed between the disturbed areas and the tree protection fence so that it can be maintained. A practice, such as a temporary sediment trap with a stabilized spillway, should be utilized in the NE corner of the site to protect the existing drainage way during grading. Please make sure a detail is provided if this is incorporated into the plans. The silt fence shown along the western perimeter of the tree clearing may not be necessary unless it is to control offsite drainage. Please remove from plan if in agreement. Armament of the bank along the 90 degree bend in the receiving drainage way may be necessary to prevent erosion from the site 's eventual discharge point. Tree protection fencing has been implemented within the detention basin where potential mitigation could occur. However, the tree protection fencing will be established on a lot by lot scenario with the City Forester, a certified arborist, the contractor, and home buyer. March 24, 2010 Thomas Blackwell Park 1 of 2 3417 Sherman Drive Beech Grove, Indiana 46107 Tel 317.780•1555 Fax 317.780.6525 Please see Sheet 600 for the temporary sediment trap detail that shall be utilized at the discharge point, as well as armament of the 90 degree bend at this location. The silt fence along the western perimeter has been removed. d. Please provide a silt fence detail. Please see Sheet 600 601 for the applicable silt fence details. e. Please make a note that a written stormwater inspection must be performed by a trained individual at a minimum of once per week and within 24 hours or the next business day of a storm event greater than, or equal to, 0.5 inches. The required note has been added to Sheet 601 of the construction plans. 9. Has the 401 permit been obtained for the site? Please make a note that construction may not commence until the 401 permit has been obtained. Please see the enclosed exemption letter from IDEM. 11. Please show how the bottom of the detention pond will be stabilized. It is proposed to maintain as much of the natural grade in the detention basin as possible. 'Furthermore, prairie grasses and wet habitat plantings will be installed as a post construction BMP. 12. An individual lot template with typical stormwater control measures needs to be included on the Stormwater Detail Sheet. Please see Sheet 600 for the individual lot template. Please feel free to call me at 780 -1555 ext. 112 if you should have any questions or need additional information on these subjects. Sincerely, CrossRoad P.C. rego Vice President March 24, 2010 Thomas Blackwell Park 2 of 2 Alexia Donahue Wold -DOCS No comments END 9:15 a.m. Docket No. 09110039 SP: Replat, CW Wiedler's Sub Division, lots 69 -71 (Blackwell Park) The applicant seeks secondary plat approval to create 8 lots and 1 Common Area from 3 lots on 2.2 acres. The site is located at 3rd Avenue NE 3rd Street NE. The site is zoned R -2/ Residence. Filed by Gregory Ilko of Crossroad Engineers, PC for Justin Moffett Jeff Langston. Justin Moffett presented he is seeking secondary plat approval for property at 3 Avenue NE and 3 Street NE. Currently property consists of 3 parcels and he is proposing to develop the area into 8 lots and a common area. Ryan Hartman- Clay Township Regional Waste Outside of service area, No comments Greg Hoyes Hamilton County Surveyor Office -Does not form a regulated drainage water shed, no comments Nick Redden- Engineering Sent comment letter, no further comments at this time Shirley Hunter -Duke Energy Need Auto CAD file for secondary plat Utility easement is needed Currently feed from ally at back of lot from west end of property Need to get power from back of lot over to street side Ally to new road Existing Easement 15 feet on 3 Avenue NE Transformers will be located on street side (not back of property) -Field visit needed to best determine way to feed service Chris Ellison- Carmel Fire Department -Need CAD file showing aerial ladder maneuvering around cul de sac Petitioner stated they have reduced cul de sac center island area to help with maneuvering fire apparatus within subdivision Daren Mindham -Urban Forestry -Need updated landscape and tree preservation plans Petitioner noted this project requires SDR (Site Design Review) so landscape plans will be submitted as separate plans for each lot and work directly with DOCS staff when permits are submitted for approval Requested possibility to not have construction in center and just rim outside of dry retention pond to try and save as many existing trees as possible David Littlejohn -DOCS Sent comment letter, no further comments Alexia Donahue -Wold -DOCS No comments END ,„fri ity of a e //VD MAN DEPARTMENT OF COMMUNITY SERVICES December 9, 2009 Mr. Gregory Ilko CrossRoad Engineers 3417 Sherman Dr. Beech Grove, IN 46107 RE: Blackwell Park Secondary Plat Dear Mr. Ilko: The following letter represents comments for this project specifically addressing the area of alternative transportation. I have reviewed the drawings submitted for the December 16, 2009 Technical Advisory Committee meeting and offer the following comments: ALTERNATIVE TRANSPORTATION REVIEW COMMENTS 1) Please indicate ADA compliant handicap ramps at all crossings. 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 re- submitted, particularly if any such changes are considered "new" or fall outside of our previous reviews. Please provide revised plans indicating all revisions. Please notify us of any changes and specifically state any changes, including changes resulting from Plan Commission, Special Studies or other committee meetings. The Department of Community Services reserves the right to provide additional comments based on subsequent reviews. If you have questions, please contact me at 571 -2417. Sincerely, 9 David Littlejohn Alternative Transportation Coordinator Department of Community Services cc: Angie Conn, Department of Community Services Engineering Department Review Project File Page 1 ONE CIVIC SQUARE CAR \'IEL, INDIANA 46032 317/571 -2417 n anf Ca.rme Carmel ®lncc De p me 3-C,it e n 3 4 S 6 Carmel, In Ana., 16032 e• 6' E G A QEC 3 29 December 2, 2009` 9 Z Gregory J. Ilko, P.C. CrossRoad Engineers, P.C. 3417 S. Sherman Drive Beech Grove, IN 46107 RE: Secondary Plat Construction Plan Technical Review Blackwell Park 3 Ave. NE 3 St. NE Dear Mr. Ilko: The materials for the above mentioned project have been received and reviewed. At the present time, I see nothing in the plans that would hamper law enforce- ment efforts. If we can be of any further assistance to you, please contact us. Respectfully, A /a/a/1 2 .4741)1=4 Michael D. Fogarty Chief of Police MDF:vb cc: Dept. of Community Services (317) 571-2500 A Nationally Accredited Law Enforcement Agency Fax (317) 571 -2512 q y 9's CROSSROAD ENGINEERS, P.C. g) Q 3417 Sherman Drive R oV „2 i Beech Grove, IN 46107 t-4 .0 Phone: 317- 780 -1555 E EDEStrt iiiii i Q Fax: 317- 780 -6525 ENGINEERS Z 9 t LETTER OF TRANSMITTAL To: City of Carmel DOCS Date: 11/20/09 Attn: Angie Conn Project: Blackwell Park One Civic Square, 3 Floor 3 Ave NE 3 St. NE Carmel, IN 46032 WE ARE SENDING YOU X Attached Shop Prints Samples Specifications Drawings Copy of Change Order Letter Copies: Date: Description: 2 11/20/09 Secondary Plat 1 11/20/09 Construction Plans 1 11/20/09 Secondary Plat Application Check ($1248 #3097) 1 11/20/09 TAC Application Check ($297 #3108) 1 11/20/09 Copy of Cover Letters to all TAC Members THEY ARE TRANSMITTED AS CHECKED BELOW: X For Approval Approved as submitted Resubmit blueline sets w /binder For your use Approved as noted Resubmit Xerox sets w /binder As requested Returned for corrections Return corrected prints For bids due 20 Angie, Please accept the enclosed Secondary Plat, Construction Plans and necessary submittal documents. We are respectfully requesting to be placed on the December 16th Technical Review Meeting. Please let us know if you have any questions or need anything else. Thanks, Signed r\' p 4/ e gsi November 20, 2009 P Carmel Clay Communications Attn: Bill Akers EROSSROAD 31 First Avenue NW ENIGlNEER5,PC Carmel, IN 46032 RE:. Secondary Plat Construction Plan Technical Review Blackwell Park 3 Ave. NE 3 St. NE Dear Committee Member: Per the City of Carmel Subdivision Control Ordinance, I am forwarding you the following: Secondary Plat Construction Plans The proposed subdivision is located along the north side of the 3` Ave. NE and 3 St. NE intersection in the City of Carmel. The subdivision shall consist of 8 single family residential lots and a common area. It is proposed to extend 3` Ave. NE north to serve the development. The subdivision shall contain public water and sanitary sewer, storm sewer and all other necessary facilities. We are respectfully requesting to be a part of the December 16 Technical Review meeting. As a checkpoint agency, I am requesting that you review the enclosures and address any comments you may have. If you have questions or require additional information, please contact me at (317) 780- 1555 ext. 112. Thank you for your cooperation and input with this project. S incerely, 4„,0 dp Gregory J. Ilko, P.E. Vice President 4 Vi a- h November 20, 2009 Hamilton County Highway Dept. V- Attn: David Lucas CROSS 1 AO 1700, South 10 Street ENMMNEEt8S,PC Noblesville, IN 46060 RE: Secondary Plat Construction Plan Technical Review Blackwell Park 3rd Ave. NE 3rd St. NE Dear Committee Member: Per the City of Carmel Subdivision Control Ordinance, I am forwarding you the following: Secondary Plat Construction Plans The proposed subdivision is located along the north side of the 3 Ave. NE and 3rd St. NE intersection in the City of Carmel. The subdivision shall consist of 8 single family residential lots and a common area. It is proposed to extend 3 Ave. NE north to serve the development. The subdivision shall contain public water and sanitary sewer, storm sewer and all other necessary facilities. We are respectfully requesting to be a part of the December 16 Technical Review meeting. As a checkpoint agency, I am requesting that you review the enclosures and address any comments you may have. If you have questions or require additional information, please contact me at (317) 780- 1555 ext. 112. Thank you for your cooperation and input with this project. Sincerely, 41; Gregory J. Ilko, P.E. Vice President November 20, 2009 Carmel /Clay Parks Department Attn: Mark Westermeier 1411 E 116 Street C ®5 Carmel, IN 46032 RE: Secondary Plat Construction Plan Technical Review Blackwell Park 3" I Ave. NE 3 St. NE DearCommittee Member: Per the City of Carmel Subdivision Control Ordinance, I am forwarding you the following: Secondary Plat Construction Plans The proposed subdivision is located along the north side of the 3 Ave. NE and 3rd St. NE intersection in the City of Carmel. The subdivision shall consist of 8 single family residential lots and a common area. It is proposed to extend 3` Ave. NE north to serve the development. The subdivision shall contain public water and sanitary sewer, storm sewer and all other necessary facilities. We are respectfully requesting to be a part of the December 16 Technical Review meeting. As a checkpoint agency, I am requesting that you review the enclosures and address any comments you may have. If you have questions or require additional information, please contact me at (317) 780 1555 ext. 112. Thank you for your cooperation and input with this project. Sincerely, 1 e Gregory J. Ilko, P.E. Vice President f 1 November 20, 2009 1 Hamilton County Health Dept. Attn: Jason Lemaster One Hamilton County Square, Suite 30 ENGONEERS,PC Noblesville, IN 46060 -2229 RE: Secondary Plat Construction Plan Technical Review Blackwell Park 3 Ave. NE 3rd St. NE Dear Committee Member: Per the City of Carmel Subdivision Control Ordinance, I am forwarding you the following: Secondary Plat Construction Plans The proposed subdivision is located along the north side of the 3rd Ave. NE and 3rd St. NE intersection in the City of Carmel. The subdivision shall consist of 8 single family residential lots and a common area. It is proposed to extend 3` Ave. NE north to serve the development. The subdivision shall contain public water and sanitary sewer, storm sewer and all other necessary facilities. We are respectfully requesting to be a part of the December 16 Technical Review meeting. As a checkpoint agency, I am requesting that you review the enclosures and address any comments you may have. If you have questions or require additional information, please contact me at (317) 780- 1555 ext. 112. Thank you for your cooperation and input with this project. Sincerely, -1- Gregory J. Ilko, P.E. Vice President November 20, 2009 Hamilton County Surveyor's Office Attn: Greg Hoyes CROSSROAD One Hamilton County Square, Suite 188 ENGIIJEERS,P[ Noblesville, IN 46060 RE: Secondary Plat Construction Plan Technical Review Blackwell Park 3rd Ave. NE 3r St. NE Dear Committee Member: Per the City of Carmel Subdivision Control Ordinance, I am forwarding you the following: Secondary Plat Construction Plans The proposed subdivision is located along the north side of the 3 Ave. NE and 3 St. NE intersection in the City of Carmel. The subdivision shall consist of 8 single family residential lots and a common area. It is proposed to extend 3 Ave. NE north to serve the development. The subdivision shall contain public water and sanitary sewer, storm sewer and all other necessary facilities. We are respectfully requesting to be a part of the December 16 Technical Review meeting. As a checkpoint agency, I am requesting that you review the enclosures and address any comments you may have. If you have questions or require additional information, please contact me at (317) 780- 1555 ext. 112. Thank you for your cooperation and input with this project. Sincerely, ip Gregory J. Ilko, P.E. Vice President 4i November 20, 2009 Brighthouse Networks Attn:, Jason Kirkman C OSSROAD 3030 Roosevelt Avenue EPUSINIEERS,Pr Indianapolis, IN 46218 RE: Secondary Plat Construction Plan Technical Review Blackwell Park 3 Ave. NE 3rd St. NE Dear Committee Member: Per the City of Carmel Subdivision Control Ordinance, I am forwarding you the following: Secondary Plat Construction Plans The proposed subdivision is located along the north side of the 3 Ave. NE and 3rd St. NE intersection in the City of Carmel. The subdivision shall consist of 8 single family residential lots and a common area. It is proposed to extend 3 Ave. NE north to serve the development. The subdivision shall contain public water and sanitary sewer, storm sewer and all other necessary facilities. We are respectfully requesting to be a part of the December 16 Technical Review meeting. As a checkpoint agency, I am requesting that you review the enclosures and address any comments you may have. If you have questions or require additional information, please contact me at (317) 780- 1555 ext. 112. Thank you for your cooperation and input with this project. Sincerely, .40••■ if ip Gregory J. Ilko, P.E. Vice President 1.t :j November 20, 2009 Indianapolis Water Company Attn: Jennifer Marlett CRUBSEIDAD 1220 Waterway Blvd. ENEiIIRIEEIIS,PC Indianapolis, IN 46202 RE: Secondary Plat Construction Plan Technical Review Blackwell Park 3rd Ave. NE 3 St. NE Dear Committee Member: Per the City of Carmel Subdivision Control Ordinance, I am forwarding you the following: Secondary Plat Construction Plans The proposed subdivision is located along the north side of the 3 Ave. NE and 3 St. NE intersection in the City of Carmel. The subdivision shall consist of 8 single family residential lots and a common area. It is proposed to extend 3 Ave. NE north to serve the development. The subdivision shall contain public water and sanitary sewer, storm sewer and all other necessary facilities. We are respectfully requesting to be a part of the December 16` Technical Review meeting. As a checkpoint agency, I am requesting that you review the enclosures and address any comments you may have. If you have questions or require additional information, please contact me at (317) 780- 1555 ext. 112. Thank you for your cooperation and input with this project. Sincerely, o o d p Gregory J. Ilko, P.E. Vice President e5 WJ��� J :1e November 20, 2009 Clay Township Regional Waste District Attn Ryan Hartman p 10701 N. College Avenue, Suite A ENG@NEERS,P[ Indianapolis, IN 46280 -1098 RE: Secondary Plat Construction Plan Technical Review Blackwell Park 3rd Ave. NE 3 St. NE Dear Committee Member: Per the City of Carmel Subdivision Control Ordinance, I am forwarding you the following: Secondary Plat Construction Plans The proposed subdivision is located along the north side of the 3 Ave. NE and 3rd St. NE intersection in the City of Carmel. The subdivision shall consist of 8 single family residential lots and a common area. It is proposed to extend 3 Ave. NE north to serve the development. The subdivision shall contain public water and sanitary sewer, storm sewer and all other necessary facilities. We are respectfully requesting to be a part of the December 16 Technical Review meeting. As a checkpoint agency, I am requesting that you review the enclosures and address any comments you may have. If you have questions or require additional information, please contact me at (317) 780- 1555 ext. 112. Thank you for your cooperation and input with this project. Sincerely, 1 Gregory J. Ilko, P.E. Vice President 4:; November 20, 2009 Panhandle Eastern Pipeline Attn: Troy Yackle 93712ionsville Road E NGIN E R5 P Indianapolis, IN 46268 RE: Secondary Plat Construction Plan Technical Review Blackwell Park 3 Ave. NE 3 St. NE Dear'Committee Member: Per the City of Carmel Subdivision Control Ordinance, I am forwarding you the following: Secondary Plat Construction Plans The proposed subdivision is located along the north side of the 3rd Ave. NE and 3 St. NE intersection in the City of Carmel. The subdivision shall consist of 8 single family residential lots and a common area. It is proposed to extend 3 Ave. NE north to serve the development. The subdivision shall contain public water and sanitary sewer, storm sewer and all other necessary facilities. We are respectfully requesting to be a part of the December 16` Technical Review meeting. As a checkpoint agency, I am requesting that you review the enclosures and address any comments you may have. If you have questions or require additional information, please contact me at (317) 780- 1555 ext. 112. Thank you for your cooperation and input with this project. Sincerely, 4 44:' ip Gregory J. Ilko, P.E. Vice President y4 I ,y t dt November 20, 2009 Indianapolis Power Light V-7111141M— Attn: Dan Davenport CROSSROAD 1230 W. Morris Street ENGINEERS,PC Indianapolis, IN 46221 RE: Secondary Plat Construction Plan Technical Review Blackwell Park 3 Ave. NE 3rd St. NE Dear Committee Member: Per the City of Carmel Subdivision Control Ordinance, I am forwarding you the following: Secondary Plat Construction Plans The proposed subdivision is located along the north side of the 3rd Ave. NE and 3rd St. NE intersection in the City of Carmel. The subdivision shall consist of 8 single family residential lots and a common area. It is proposed to extend 3 Ave. NE north to serve the development. The subdivision shall contain public water and sanitary sewer, storm sewer and all other necessary facilities. We are respectfully requesting to be a part of the December 16 Technical Review meeting. As a checkpoint agency, I am requesting that you review the enclosures and address any comments you may have. If you have questions or require additional information, please contact me at (317) 780- 1555 ext. 112. Thank you for your cooperation and input with this project. Sincerely, r ip Gregory J. Ilko, P.E. Vice President k 7 November 20, 2009 Carmel Street Department Attn: Dave Huffman 3400 W. 131 Street E RIEE ®p® Carmel, IN 46074 RE: Secondary Plat Construction Plan Technical Review Blackwell Park 3" Ave. NE 3rd St. NE Dear Committee. Member: Per the City of Carmel Subdivision Control Ordinance, I am forwarding you the following: Secondary Plat Construction Plans The proposed subdivision is located along the north side of the 3 Ave. NE and 3 St. NE intersection in the City of Carmel. The subdivision shall consist of 8 single family residential lots and a common area. It is proposed to extend 3 Ave. NE north to serve the development. The subdivision shall contain public water and sanitary sewer, storm sewer and all other necessary facilities. We are respectfully requesting to be a part of the December 16 Technical Review meeting. As a checkpoint agency, I am requesting that you review the enclosures and address any comments you may have. If you have questions or require additional information, please contact me at (317) 780- 1555 ext. 112. Thank you for your cooperation and input with this project. Sincerely, fil Gregory J. Ilko, P.E. Vice President l f November 20, 2009 Postmaster c/o Doland Wise Carmel Post Office CROSIBROAB United States Post Office ENGIREEERS,P1 275 Medical Drive Carmel, IN 46032 -9998 RE: Secondary Plat Construction Plan Technical Review Blackwell Park 3 Ave. NE 3 St. NE Dear Committee Member: Per the City of Carmel Subdivision Control Ordinance, I am forwarding you the following: Secondary Plat Construction Plans The proposed subdivision is located along the north side of the 3 Ave. NE and 3 St. NE intersection in the City of Carmel. The subdivision shall consist of 8 single family residential lots and a common area. It is proposed to extend 3 111 Ave. NE north to serve the development. The subdivision shall contain public water and sanitary sewer, storm sewer and all other necessary facilities. We are respectfully requesting to be a part of the December 16 Technical Review meeting. As a checkpoint agency, I am requesting that you review the enclosures and address any comments you may have. If you have questions or require additional information, please contact me at (317) 780- 1555 ext. 112. Thank you for your cooperation and input with this project. Sincerely, A y e Gregory J. Ilko, P.E. Vice President r$tit November 20, 2009 Duke Energy Indiana, Inc. P.7 Attn: Gary McNamee CROSSROAD WF500 27227 Central Ave. ENGINEERS, P[ Columbus, IN 47201 RE: Secondary Plat Construction Plan Technical Review Blackwell Park 3 Ave. NE 3 St. NE Dear Committee Member: Per the City of Carmel Subdivision Control Ordinance, I am forwarding you the following: Secondary Plat Construction Plans The proposed subdivision is located along the north side of the 3 Ave. NE and 3 St. NE intersection in the City of Carmel. The subdivision shall consist of 8 single family residential lots and a common area. It is proposed to extend 3 Ave. NE north to serve the development. The subdivision shall contain public water and sanitary sewer, storm sewer and all other necessary facilities. We are respectfully requesting to be a part of the December 16 Technical Review meeting. As a checkpoint agency, I am requesting that you review the enclosures and address any comments you may have. If you have questions or require additional information, please contact me at (317) 780 1555 ext. 112. Thank you for your cooperation and input with this project. Sincerely, 0 Gregory J. Ilko, P.E. Vice President November 20, 2009 Office of Police Chief Ir/ Attn: Michael Fogarty Three Civic Square E ICI G B I EE R 5 P E Carmel, IN 46032 RE:` Secondary Plat Construction Plan Technical Review Blackwell Park 3 Ave. NE &3' NE Dear Committee Member: Per the City of Carmel Subdivision Control Ordinance, I am forwarding you the following: Secondary Plat Construction Plans The proposed subdivision is located along the north side of the 3 Ave. NE and 3 St. NE intersection in the City of Carmel. The subdivision shall consist of 8 single family residential lots and a common area. It is proposed to extend 3 111 Ave. NE north to serve the development. The subdivision shall contain public water and sanitary sewer, storm sewer and all other necessary facilities. We are respectfully requesting to be a part of the December 16 Technical Review meeting. As a checkpoint agency, I am requesting that you review the enclosures and address any comments you may have. If you have questions or require additional information, please contact me at (317) 780- 1555 ext. 112. Thank you for your cooperation and input with this project. Sincerely, 41 ip Gregory J. Ilko, P.E. Vice President November 20, 2009 Office of Fire Chief Attn: Chris Ellison Two Civic Square CROSSROAD q ENGINE ERS,PC Carmel, IN 46032 RE: Secondary Plat Construction Plan Technical Review Blackwell Park 3 Ave. NE 3rd St. NE Dear Committee Member: Per the City of Carmel Subdivision Control Ordinance, I am forwarding you the following: Secondary Plat Construction Plans The proposed subdivision is located along the north side of the 3 Ave. NE and 3rd St. NE intersection in the City of Carmel. The subdivision shall consist of 8 single family residential lots and a common area. It is proposed to extend 3 Ave. NE north to serve the development. The subdivision shall contain public water and sanitary sewer, storm sewer and all other necessary facilities. We are respectfully requesting to be a part of the December 16 Technical Review meeting. As a checkpoint agency, I am requesting that you review the enclosures and address any comments you may have. If you have questions or require additional information, please contact me at (317) 780- 1555 ext. 112. Thank you for your cooperation and input with this project. Sincerely, 1/ ip Gregory J. Ilko, P.E. Vice President November 20, 2009 Carmel City Utilities p Attn: John Duffy CROSSROAD 760 Third Avenue SW ENMINEER5,P[ Carmel, IN 46032 RE: Secondary Plat Construction Plan Technical Review Blackwell Park 3 Ave. NE 3rd St. NE Dear Committee Member: Per the City of Carmel Subdivision Control Ordinance, I am forwarding you the following: Secondary Plat Construction Plans The proposed subdivision is located along the north side of the 3 Ave. NE and 3rd St. NE intersection in the City of Carmel. The subdivision shall consist of 8 single family residential lots and a common area. It is proposed to extend 3 Ave. NE north to serve the development. The subdivision shall contain public water and sanitary sewer, storm sewer and all other necessary facilities. We are respectfully requesting to be a part of the December 16 Technical Review meeting. As a checkpoint agency, I am requesting that you review the enclosures and address any comments you may have. If you have questions or require additional information, please contact me at (317) 780- 1555 ext. 112. Thank you for your cooperation and input with this project. Sincerely, 4,,,f ip Gregory J. Ilko, P.E. Vice President rt .rae '�'z rt r t November 20, 2009 Vectren Energy Attn: Chuck Shupperd E P.O. Box 1700 NI 5 aE RS P C Noblesville, IN 46061 -1700 RE: Secondary Plat Construction Plan Technical Review Blackwell Park 3rd Ave. NE 3 St. NE Dear Committee Member: Per the City of Carmel Subdivision Control Ordinance, I am forwarding you the following: Secondary Plat Construction Plans The proposed subdivision is located along the north side of the 3 Ave. NE and 3 St. NE intersection in the City of Carmel. The subdivision shall consist of 8 single family residential lots and a common area. It is proposed to extend 3 Ave. NE north to serve the development. The subdivision shall contain public water and sanitary sewer, storm sewer and all other necessary facilities. We are respectfully requesting to be a part of the December 16 Technical Review meeting. As a checkpoint agency, I am requesting that you review the enclosures and address any comments you may have. If you have questions or require additional information, please contact me at (317) 780 1555 ext. 112. Thank you for your cooperation and input with this project. S incerely, —•s dp Gregory J. Ilko, P.E. Vice President November 20, 2009 Carmel /Clay Schools Attn: Ron Farrand CROSSROAD 5201 East 131 Street EIRIG91\IEER5,PC Cannel, IN 46033 RE: Secondary Plat Construction Plan Technical Review Blackwell Park 3 Ave. NE 3rd St. NE Dear Committee Member: Per the City of Carmel Subdivision Control Ordinance, I am forwarding you the following: Secondary Plat Construction Plans The proposed subdivision is located along the north side of the 3 Ave. NE and 3 St. NE intersection in the City of Carmel. The subdivision shall consist of 8 single family residential lots and a common area. It is proposed to extend 3 Ave. NE north to serve the development. The subdivision shall contain public water and sanitary sewer, storm sewer and all other necessary facilities. We are respectfully requesting to be a part of the December l6th Technical Review meeting. As a checkpoint agency, I am requesting that you review the enclosures and address any comments you may have. If you have questions or require additional information, please contact me at (317) 780- 1555 ext. 112. Thank you for your cooperation and input with this project. Sincerely, 4410 Grego ry J. Ilko, P.E. Vice President November 20, 2009 Duke Energy Attn: Shirley Hunter E 16475 Southpark Drive F l E R p Westfield, IN 46074 RE: Secondary Plat Construction Plan Technical Review Blackwell Park 3 Ave. NE 3rd St. NE Dear Committee Member: Per the City of Carmel Subdivision Control Ordinance, I am forwarding you the following: Secondary Plat Construction Plans The proposed subdivision is located along the north side of the 3 Ave. NE and 3rd St. NE intersection in the City of Carmel. The subdivision shall consist of 8 single family residential lots and a common area. It is proposed to extend 3 Ave. NE north to serve the development. The subdivision shall contain public water and sanitary sewer, storm sewer and all other necessary facilities. We are respectfully requesting to be a part of the December 16 Technical Review meeting. As a checkpoint agency, I am requesting that you review the enclosures and address any comments you may have. If you have questions or require additional information, please contact me at (317) 780- 1555 ext. 112. Thank you for your cooperation and input with this project. Sincerely, Gregory J. Ilko, P.E. Vice President M r jr,.t November 20, 2009 Hamilton County Sheriffs Office Attn: Brooke Gajownik CROBSROAD 18100 Cumberland Road EIVGa6I IEERS,PE Noblesville, IN 46060 RE: Secondary Plat Construction Plan Technical Review Blackwell Park 3 Ave. NE 3 St. NE Dear Committee Member: Per the City of Carmel Subdivision Control Ordinance, I am forwarding you the following: Secondary Plat Construction Plans The proposed subdivision is located along the north side of the 3 Ave. NE and 3rd St. NE intersection in the City of Carmel. The subdivision shall consist of 8 single family residential lots and a common area. It is proposed to extend 3 Ave. NE north to serve the development. The subdivision shall contain public water and sanitary sewer, storm sewer and all other necessary facilities. We are respectfully requesting to be a part of the December 16 Technical Review meeting. As a checkpoint agency, I am requesting that you review the enclosures and address any comments you may have. If you have questions or require additional information, please contact me at (317) 780- 1555 ext. 112. Thank you for your cooperation and input with this project. Sincerely, Gregory J. Ilko, P.E. Vice President r 4 4 November 20, 2009 Carmel Engineering Dept. Attn: John Thomas One Civic Square, 1 Floor E l NE P Carmel, IN 46032 RE: Secondary Plat Construction Plan Technical Review Blackwell Park .3" Ave. NE 3 St. NE Dear Committee Member: Per the City of Carmel Subdivision Control Ordinance, I am forwarding you the following: Secondary Plat Construction Plans The proposed subdivision is located along the north side of the 3 Ave. NE and 3rd St. NE intersection in the City of Carmel. The subdivision shall consist of 8 single family residential lots and a common area. It is proposed to extend 3 Ave. NE north to serve the development. The subdivision shall contain public water and sanitary sewer, storm sewer and all other necessary facilities. We are respectfully requesting to be a part of the December 16 Technical Review meeting. As a checkpoint agency, I am requesting that you review the enclosures and address any comments you may have. If you have questions or require additional information, please contact me at (317) 780- 1555 ext. 112. Thank you for your cooperation and input with this project. Sincerely, 441: gos Gregory J. Ilko, P.E. Vice President November 20, 2009 Transportation Systems Coordinator DOCS IPP7-4 Attn: David Littlejohn CROSSROAD One Civic Square, 3 Floor ENIGINIEERS,PC Carmel, IN 46032 RE: Secondary Plat Construction Plan Technical Review Blackwell Park 3' Ave. NE 3 St. NE Dear Committee Member: Per the City of Carmel Subdivision Control Ordinance, I am forwarding you the following: Secondary Plat Construction Plans The proposed subdivision is located along the north side of the 3rd Ave. NE and 3rd St. NE intersection in the City of Carmel. The subdivision shall consist of 8 single family residential lots and a common area. It is proposed to extend 3 Ave. NE north to serve the development. The subdivision shall contain public water and sanitary sewer, storm sewer and all other necessary facilities. We are respectfully requesting to be a part of the December 16 Technical Review meeting. As a checkpoint agency, I am requesting that you review the enclosures and address any comments you may have. If you have questions or require additional information, please contact me at (317) 780- 1555 ext. 112. Thank you for your cooperation and input with this project. Sincerely, l/ -.if As Gregory J. Ilko, P.E. Vice President S S 1s h� November 20, 2009 Urban Forestry DOCS Attn: Scott Brewer CROSSROAD One Civic Square, 3 Floor ENEaINEERS Carmel, IN 46032 RE: Secondary Plat Construction Plan Technical Review Blackwell Park 3rd Ave. NE 3rd St. NE Dear Committee Member: Per the City of Carmel Subdivision Control Ordinance, I am forwarding you the following: Secondary Plat Construction Plans The proposed subdivision is located along the north side of the 3 Ave. NE and 3 St. NE intersection in the City of Carmel. The subdivision shall consist of 8 single family residential lots and a common area. It is proposed to extend 3 Ave. NE north to serve the development. The subdivision shall contain public water and sanitary sewer, storm sewer and all other necessary facilities. We are respectfully requesting to be a part of the December 16 Technical Review meeting. As a checkpoint agency, I am requesting that you review the enclosures and address any comments you may have. If you have questions or require additional information, please contact me at (317) 780- 1555 ext. 112. Thank you for your cooperation and input with this project. Sincerely, 1 Gregory J. Ilko, P.E. Vice President November 20, 2009 4 i� Carmel Building Commissioner Attn: Bill Hohlt CROSSROAD One Civic Square, ERIGI NEERS,P[ Carmel, IN 46032 RE: Secondary Plat Construction Plan Technical Review Blackwell Park 3rd Ave. NE 3rd St. NE Dear Committee Member: Per the City of Carmel Subdivision Control Ordinance, I am forwarding you the following: Secondary Plat Construction Plans The proposed subdivision is located along the north side of the 3 Ave. NE and 3rd St. NE intersection in the City of Carmel. The subdivision shall consist of 8 single family residential lots and a common area. It is proposed to extend 3 Ave. NE north to serve the development. The subdivision shall contain public water and sanitary sewer, storm sewer and all other necessary facilities. We are respectfully requesting to be a part of the December 16 Technical Review meeting. As a checkpoint agency, I am requesting that you review the enclosures and address any comments you may have. If you have questions or require additional information, please contact me at (317) 780- 1555 ext. 112. Thank you for your cooperation and input with this project. Sincerely, 1 ,4 A Gregory J. Ilko, P.E. Vice President November 20, 2009 Carmel Engineering Dept. Attn: Gary Duncan, PE CROSSROAD One Civic Square, 1 Floor ENSiNEERS,PC Cannel, IN 46032 RE: Secondary Plat Construction Plan Technical Review Blackwell Park 3rd Ave. NE 3rd St. NE Dear Committee Member: Per the City of Carmel Subdivision Control Ordinance, I am forwarding you the following: Secondary Plat Construction Plans The proposed subdivision is located along the north side of the 3 Ave. NE and 3rd St. NE intersection in the City of Carmel. The subdivision shall consist of 8 single family residential lots and a common area. It is proposed to extend 3 Ave. NE north to serve the development. The subdivision shall contain public water and sanitary sewer, storm sewer and all other necessary facilities. We are respectfully requesting to be a part of the December 16 Technical Review meeting. As a checkpoint agency, I am requesting that you review the enclosures and address any comments you may have. If you have questions or require additional information, please contact me at (317) 780- 1555 ext. 112. Thank you for your cooperation and input with this project. Sincerely, Gregory J. Ilko, P.E. Vice President