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HomeMy WebLinkAboutCorrespondenceI ELER-WEBB AS 'sOCIATES Consulting Engineers-Planners- Surveyors 486 Cradle Ddve Carmel, Indiana 46032 / (317) 574-0140 TO City Of Carmel Department Of Community Services One Civic Square Carmel, IN 46032 LETTER OI FRANSMITTAL DATE 7~7~2005 JOB NO. 0411-028 Attention Matt Griffin Re: Brownstone Homes (~ Guilford Reserve 1011 South Guilford Road Carmel, IN WE ARE SENDING YOU I~ Attached r"] Under separate cover via r'-I Shop drawings I~ Prints ['-I Plans r--] Samples I-"1 Specifications I-I Copy of letter r-I Change order i-'] Delivery the following items: COPIES DATE NO. DESCRIPTION 1 2 SECONDARY PLAT THESE ARE TRANSMITTED as checked below: I~ For approval I~ For your use I~ As requested I--'i For review and comment r-] FOR BIDS DUE REMARKS r--i Approved as submitted I--i Approved as noted I--! Returned for corrections I'-i Resubmit____ I'-'! Submit copies for approval copies for distribution r-"l Return_..._.__ corrected prints PRINTS RETURNED AFTER LOAN TO US COPY TO SIGNED: If enclosures are not as noted, kindly notify us at once. ADAM DeHART, LS KEELER-WEBB AS 'OCIATES Consulting Engineers-Planners- Surveyors 486 Gradle Drive Carmel, Indiana 46032 (317) .574-0140 TO City Of Carmel Department Of Community Services One Civic Square Carmel, IN 46032 LETTER OF TRANSMITTAL DATE 7~7~2005 JOB NO. 0411-028 Attention Matt Griffin Re: Brownstone Homes (~ Guilford Reserve 1011 South Guilford Road Carmel, IN WE ARE SENDING YOU ["'l Shop drawings [--I Copy of letter ~ Attached ~--] Under separate cover via I~ Prints r'-I Plans I-'-I Samples r-] Change order ['-I Delivery the following items: [-'! Specifications COP IE S DATE NO. DE SC R I PTI ON I 2 SECONDARY PLAT THESE ARE TRANSMITTED as checked below: I~ For approval [~ For your use I~ As requested I-'] For review and comment ~ FOR BIDS DUE REMARKS [--~ Approved as submitted r--] Approved as noted r'-'l Returned for corrections [-] Resubmit ~ r-1 Submit__...___ r-] Return.._._._._ I-'] PRINTS RETURNED AFTER LOAN TO US copies for approval copies for distribution corrected prints COPY TO SIGNED: If enclosures are not as noted, kindly notify us at once. ADAM DeHART, LS V KEELER-WEBB ASSOCIATES Consulting Engineers-Planners- ~rveyo~s 486 Gradle Drive Carmel. Indiana 46032 (317) 574-0140 TO CITY OF CARMEL DEPARTMENT OF COMMUNITY SERVICES ONE CiViC SQUARE CARMEL, IN 46032 LETTER OF TRANSMITTAL DATE 6/30/2005 A'~ ~ ENTION JOB NO. 0401-002 MATT GRIFFIN RE: BROWNSTONE HOMES @ GUILFORD RESERVE 1011 SOUTH GUILFORD ROAD CARMEL, IN WE ARE SENDING YOU [-'J Shop drawings [--J Copy of letter COPIES J~ Attached DATE J-'J Under separate cover via J~ Prints ['-] Plans [-'1 Change order I'-'1 Samples DELIVERY the following items: J--J Specifications DESCRIPTION MYLAR PLAT PLAT COPIES THESE ARE TRANSMITTED as checked below: r'--i For approval ["'] Approved as submitted ['-] R'~' for approval [~ For your use [-"] Approved as noted ~. ~ ,/'"'/ - distribution [~ As requested [--I Returned for ~,- ,,~.~ ., p~.x p~ 'nts J~ For review and comment J--J ~~.~ -,J /(/~ '~ ,,~ -' COPY TO If enclosures are not as noted, kindly not, ..,~' . once. .~AM DeHART, LS KEELER-WEBB ASSOCIATES Consulting Enginee~-Piar~ner~- 486 Gradle Ddve Carmel, Indiana 46032 (317) 574-0140 TO City Of Carmel Department Of Community Services One Civic Square Carmel, IN 46032 LETTER OF TRANSMITTAL DATE JOB NO. $12412005 0411-028 Attention Matt Griffin Brownstone Homes (~ Guilford Reserve 1011 South Guilford Road Carmel, IN WE ARE SENDING YOU Attached [-] Under separate cover via Delivery the following items: [-] Shop drawings I~ Prints [-] Plans r-] Samples r--] specifications · [-'] Copy of letter I--'] Change order .. COPIES DATE NO. DESCRIPTION I 5/24/05 2 Revised Secondary Plat (paper) 2 $/24/05 2 Mylars for signature THESE ARE TRANSMITTED as checked below: I~ For approval I~ For your use I~ As requested i--I For review and comment I---! Approved as submitted I-'1 Resubmit [--I Approved as noted r-'] Submit I-'-I Returned for corrections E~] Return ['-] ,, copies for approval copies for distribution corrected pdnts [--] FOR BIDS DUE [--] PRINTS RETURNED AFTER LOAN TO US REMARKS The following revisions have been competed and directly correlate with your May 24, 2005 e-mail and are as follows: 1. The boundary of Section I has been revised to eliminate Lots 32 and 33 so that lots 1-31 inclusive remain the same as approved in the PUD. The legal description was also revised. 2. The street names are based on several review letters and phone conversations with 911 Communications and the Fire Department. Salemo Court has its own name so that units do not have to have a Guilford Road address. Salerno Court may be extended in the future either to the North or South. The remainder of the units will have a Brownstone Trace address. The area reserved for future private drive in the Southeast corner of Section I come from the South and will be named at a later time. 3. Mr. Hollibaugh's name has been revised. 4. See the revised location of the 15' Utility Easement along the North side of the project to accommodate the tree preservation, new plantings, and utilities we have done this in an effort to place the utilities outside of the trees shown on the tree preservation plan approved with the PUD. The existing 15' sanitary sewer easement along the South property line does not exclude other utilities or any landscaping on the easement per Instrument No. 92-51479. Please contact us if any additional information is needed or if you require any additional revisions to the plat before signing. We are trying to get the plat signed and forward to the Clerk/Treasurer prior to the filing deadline on Tuesday May 24, 2005. COPY TO SIGNED: ADAM DeHART, LS If enclosures are not as noted, kindly notify us at once. KEELER-WEBB ASSOCIATES Consultin~ W.n~ineers-Planners- Surveyors 486 Gradle Drive Carmel, Indiana 46032 (317) 574-0140 TO City Of Carmel Department Of Community Services One Civic Square Carmel, IN 46032 LETTER OF TRANSMITTAL DATE JOB NO. 5~24~2005 0411-028 Attention Matt Griffin Re: Brownstone Homes @ Guilford Reserve 1011 South Guilford Road Carmel, IN WE ARE SENDING YOU r'"'] Shop drawings ['-] Copy of letter COPIES DATE ~ Attached ~ Under separate cover via I~ Prints r'-I Plans I--] Samples ['"-] Change order ['-'-I ... NO. Delivery the following items: ['-J Specifications 5/24/05 5/24/05 DESCRIPTION Revised Secondary Plat (paper) Mylars for signature THESE ARE TRANSMITTED as checked below: I~ For approval 1~ For your use I~ As requested I--I For review and comment J-'-I Approved as submitted l-] Approved as noted I-'-'1 Returned for corrections r-i Resubmit BI Submit copies for approval -..___._ copies for distribution i"-I Return --_.__. corrected prints FOR BIDS DUE [--! PRINTS RETURNED AFTER LOAN TO US REMARKS The following revisions have been competed and directly correlate with your May 24, 2005 e-mail and are as follows' 1. The boundary of Section 1 has been revised to eliminate Lots 32 and 33 so that lots 1-31 inclusive remain the same as approved in the PUD. The leqal description was also revised. 2. The street names are based on severa~ review letters and phone conversations with 911 Communications and the Fire Department. Salerno Court has its own name so that units do not have to have a Guilford Road address. Salerno Court may be extended in the future either to the North or South. The remainder of the units will have a Brownstone Trace address. The area reserved for future private drive in the Southeast corner of Section 1 come from the South and will be named at a later time. 3. Mr. Hollibaugh's name has been revised. 4. See the revised location of the 15' Utility Easement along the North side of the project to accommodate the tree preservation, new plantings, and utilities we have done this in an effort to place the utilities outside of the trees shown on the tree preservation plan approved with the PUD. The existing 15' sanitary sewer easement along the South property line does not exclude other utilities or any landscaping on the easement per Instrument No. 92-51479. Please contact us if any additional information is needed or if you require any additional revisions to the plat before signing. We are trying to get the plat signed and forward to the Clerk/Treasurer prior to the filing deadline on Tuesday May 24, 2005. COPY TO SIGNED: ADAM DeHART, LS If enclosures are not as noted, kindly notify us at once. KEELER-WEBB ASSOCIATES 486 Gradle Drive Carmel, Indiana 46032 (317) 574-0140 TO City Of Carmel Department Of Community Services One Civic Square Carmel, IN 46032 LETTER OF TRANSMITTAL DATE 5~20~2005 JOB NO. 0411-028 Attention Scott Brewer Re: Brownstone Homes (~ Guilford Reserve 1011 South Guilford Road Carmel, IN WE ARE SENDING YOU I-"1 Shop drawings I-'-I Copy of letter ~ Attached [--] Under separate cover via I~] Prints I--I Plans I-'-I Samples I---I Change order I-'] _.__ Delivery the following items: r--! Specifications COPIES DATE NO. ' DESCRIPTION 1 5/19/05 2 L1, L2 THESE ARE TRANSMITTED as checked below: J~ For approval [~ For your use ~ As requested [~ For review and comment E] FOR BIDS DUE REMARKS J--] Approved as submitted I'-! Approved as noted I-'] Returned for corrections r-i Resubmit ['-! Submit .._...~._ 1--I Return PRINTS RETURNED AFTER LOAN TO US copies for approval copies for distribution corrected prints See the revised location of the 15' Utility Easement along the North side of the project to accommodate the tree preservation, new plantings, and utilities. The existing 15' sanitary sewer easement does not exclude other utilities or any future landscaping on the easement per the 1992 easement. COPY TO SIGNED- If enclosures are not as noted, kindly notify us at once. ADAM DeHART, LS ELER-WEBB ASSOCIATES Co~ultiT~g Engineer~-PlanT~e~- ~'veyorv 486 Gradle Drive Carmel, Indiana 46032 (317) 574-0140 TO City Of Carmel Engineering One Civic Square Carmel, In 46032 LETTER OF TI NSMITTAL DATE 5/20/2005 JOB NO. 0411.-028 ATTENTION Gary Duncan Re: Brownstone Homes (~ Guilford Reserve 1011 South Guilford Road Carmel, IN WE ARE SENDING YOU ~ Shop drawings ["-I Copy of letter ~ Attached [-] Under separate cover via I~ Prints I--! Plans I'--I Samples [-] Change order F-] Delivery the following items: [--I Specifications COPIES DATE NO. DESCRIPTION 1 5/19/05 2 Revised Secondary Plat (paper) THESE ARE TRANSMITTED as checked below: For approval For your use As requested For review and comment FOR BIDS DUE [-] Approved as submitted r-] Approved as noted J--] Returned for corrections ri, r-] Resubmit [--I Submit ~ r-'] Return PRINTS RETURNED AFTER LOAN TO US __ copies for approval copies for distribution corrected prints REMARKS The following revisions have been competed and directly correlate with your April 26, 2005 review letter as follows: Secondary plat 1. All miscellaneous information has been removed from the plat. 2. The monumentation has been revised along the Guilford Road right-of-way, and has been enlarged for clarity. 3. See the revised location of the 15' Utility Easement along the North side of the project to accommodate the tree preservation, new plantings, and utilities. The existing 15' sanitary sewer easement does not exclude other utilities or any future landscaping on the easement per the 1992 easement. 4. A linetype legend has been included on the plat. 5. The delineation of the easements has been revised for clarity. 6. General Note B on page 2 has been revised. Revisions to the construction documents are being completed and will be forwarded shortly to your attention for approval. Please contact us, at any time if you require any additional information. COPY TO Carmel DOCS SIGNED: ADAM DeHART, LS If enclosures are not as noted, kindly notify us at once. KEELER-WEBB ASSOCIATES Consulting ~nginee~s-Planne~- Surveyor~ 486 Gradle Drive Carmel, Indiana 46032 (317) 574-0140 TO Hamilton County Surveyors Office One Hamilton County Square Carmel, IN 46060 LETTER OF TRANSMITTAL DATE 5/2012005 Attention _Greg Hoyes Re: JOB NO. 0411-028 Brownstone Homes ~ Guilford Reserve 1011 South Guilford Road Carmel, IN WE ARE SENDING YOU I~ Attached J~ Shop drawings I~ Prints i-'1 Plans r--i copy of letter r--] Change order I-'! COPIES DATE NO. I 5/19/05 2 Under separate cover via l--] Samples Secondary Plat (paper) Delivery the following items: I--I Specifications DESCRIPTION THESE ARE TRANSMITTED as checked below: I~ For approval I~ For your use I~ As requested I--! For review and comment i--I Approved as submitted !--! Approved as noted I-'] Retumed for corrections I--] Resubmit copies for approval I-] Submit copies for distribution r-] Retum corrected pdnts r-] FOR BIDS DUE ... i-'] PRINTS RETURNED AFTER LOAN TO US REMARKS The following revisions have been competed and directly correlate with the Carmel Engineering April 26, 2005 review letter as follows: Secondary plat 1. All miscellaneous information has been removed from the plat. 2. The monumentation has been revised along the Guilford Road right-of-way, and has been enlarged for clarity. 3. See the revised location of the 15' Utility Easement along the North side of the project to accommodate the tree preservation, new plantings, and utilities. The existing 15' sanitary sewer easement does not exclude other utilities or any future landscaping on the easement per the 1992 easement. 4. A linetype legend has been included on the plat. 5. The delineation of the easements has been revised for clarity. 6. General Note B on page 2 has been revised. The following revisions have been competed and directly correlate with Carmel DOCS December 7, 2004 review letter as follows: The following must be indicated on the plat 1. The docket number is on the Secondary Plat. 2. The docket number is on the Secondary Plat. 3. The owners contact information is in the bottom left corner of the Plat. 4. The Plan Commission certificate is on page 1. 5. A copy of the recorded covenants and restrictions will be forwarded to your attention once they are recorded with the plat. 6. The monumentation has been revised along the Guilford Road right-of-way. 7. Section 2 information has been removed from the plat. 8. A section key map has been provided. 9. All miscellaneous information has been removed from the plat. Revisions to the construction documents are being completed and will be forwarded shortly to your attention for approval. Please contact us, at any time if you require any additional information. COPY TO SIGNED: If enclosures are not as noted, kindly notify us at once. ADAM DeHART, LS KEELER-WEBB ASSOCIATES Co~u~ti~g £~gi~ee~-Plan~e~s- ~urveyo~s 486 Gradle Drive Carmel, Indiana 46032 (317) 574-0140 TO City Of Carmel Department Of Community Services One Civic Square Carmel, IN 46032 LETTER OF TRANSMITTAL DATE 5/20/2005 JOB NO. 0411-028 Attention Matt Griffin Re: Brownstone Homes ~ Guilford Reserve 1011 South Guilford Road Carmel, IN WE ARE SENDING YOU r--I Shop drawings r-I copy of letter I~] Attached I--I Under separate cover via ~ Prints l"-I Plans 1--] Samples I'--] Change order r--] , , Delivery the following items' [-] Specifications COPIES DATE NO. DESCRIPTION I 5/19/05 2 Revised Secondary Plat (paper) 2 5/19/05 2 Mylars for signature 1 5/19/05 1 BPW letter 1 4~26/05 3 Engineering Letter 2 5/19/05 2 Landscaping Plans THESE ARE TRANSMITTED as checked below: [~ For approval I~ For your use [~ As requested [--] For review and comment E~] FOR BIDS DUE REMARKS [---I Approved as submitted I---I Approved as noted [-] Returned for corrections r-] Resubmit Submit copies for approval ._.__._ copies for distribution r--] Retum _.____ corrected prints !-1 PRINTS RETURNED AFTER LOAN TO US The following revisions have been competed and directly correlate with your April 18, 2005 review letter as follows: 1. See the attached letter from Carmel Engineering 2. Dashed line has been removed from the construction documents. 3. Parking data was revised on the construction documents. 4. Larry Kemper will be forwarding packets to your attention which reflect the signage details from the previously approved PUD (there are no changes to the signage as submitted). 5. A complete landscape plan has been revised. 6. See the revised location of the 15' Utility Easement along the North side of the project to accommodate the tree preservation, new plantings, and utilities. The existing 15' sanitary sewer easement does not exclude other utilities or any future landscaping on the easement per the 1992 easement. 7. Larry Kemper will be forwarding packets to your attention which reflect the building elevations from the previously approved PUD (there are no changes to the elevations as submitted). 8. All addressing concerns have been rectified with Carmel Communications. 9. Sidewalks were revised on the construction documents. 10. Sidewalks were revised on the construction documents. 11. Sidewalks were revised on the construction documents. All of the above revisions noted as revised or updated on the construction documents are reflected on the construction documents submitted to your office for TAC review. The following revisions have been competed and directly correlate with your December 7, 2004 review letter as follows: The followinq must be indicated on the plat 1. The docket number is on the Secondary Plat. 2. The docket number is on the Secondary Plat. 3. The owners contact information is in the bottom left corner of the Plat. 4. The Plan Commission certificate is on page 1. 5. A copy of the recorded covenants and restrictions will be forwarded to your attention once they are recorded with the plat. 6. The monumentation has been revised along the Guilford Road right-of-way. 7. Section 2 information has been removed from the plat. 8. A section key map has been provided. 9. All miscellaneous information has been removed from the plat. Please contact us if any additional information is needed or if you require any additional revisions to the plat before signing. We are trying to get the plat signed and forward to the Clerk/Treasurer prior to the filing deadline on Tuesday May 24, 2005. COPY TO Carmel Urban Forester Hamilton County Surveyor Carmel Enqineerin.q SIGNED: If enclosures are not as noted, kindly notify us at once. ADAM DeHART, LS KEELER-WEBB ASSOCIATES C o rts u £ti ng ng i nee rs-®Fa n ne rs-S u rve y o rs 486 GRADLE DRIVE - CARMEL, INDIANA 46032 PHONE (317) 574-0140 - FAX (317) 574-1269 May 19, 2005 Carmel Clerk/Treasurers Office City of Carmel One Civic Square Carmel IN, 46032 Re: BROWNSTONE HOMES at GUILFORD RESERVE Section One Subdivision Plat 1011 South Guilford Road Carmel, IN KVVA project No. 0411-028 REQUEST TO BE PLACED ON THE AGENDA Mr. Robert Barbato and Mr. David Klain are the managing partners and owners of Crawford Development, LLC. Crawford Development, LLC is proposing to provide 10 structures containing 40 Brownstone units on individual lots on the subject real estate. This property has been rezoned from B-6 to a Planned Unit Development. The Planned Unit Development Ordinance No. Z-448- 04 was approved by the Carmel Common Council on June 7, 2004, as Docket No. 04-01-0024Z. Please place this project on the next Board of Public Works agenda for review and approval of Section One of the above subdivision. The plat mylars will be fo~arded to your office from Matt Griffin in Carmel DOCS, once signatures are obtained from that office. If you have any questions or comments, please contact us at any time. Respectfully, Keeler-Webb Associates Adam DeHart, L.S. Project Manager C:~SDSK~PROJ\0401-003_C RAWFORD-BROWNSTON ES~lwg\0411-028_CRAWFO R DR EV-BPW.AGE N DA.doc CI EL JAMES BRA~NARD, MAYOR April 26, 2005 Mr. Adam DeHart, LS Keeler Webb Associates 486 Gradle Drive Carmel, IN 46032 RE: Brownstone Homes at Guilford Reserve-Secondary Plat Review #2 Dear Mr. DeHart: The City has received your comment letter and draxvings dated February 24, 2005 based upon the City review of January 11, 2005. It is our understanding that the proposed development on the east side of the creek is not being pursued and the project will come back to TAC. Our review was limited to the development on the west side of the creek based on the current drawings in our office. We assume any items related to "Section One" will be clarified at the next TAC submittal as there will now be only one section. The comments from the City review have been satisfactorily addressed with the following exceptions: Secondary Plat · Please remove the proposed curbing and paving from the plat. · Please make the proposed monumentation at the property comers more clear. · Is the tree preservation area shown to be protected by an easement? If so, the utility easement cannot be shown to overlap this easement. · The linetypes on the plat are confusing. Suggest the addition of a linetype legend. · Suggest showing delineation of the differing easements on-site. Presently, there are gaps in the 40- foot wide easement of Brownstone Trace. · Please revise General Note B, Sheet 2 of 2 to include maintenance of pipes, mains, ducts and cables. Development Plan · Comment on previous review: "Please shoxv pavement cuts and replacement to Department Standard for the service connections.under Guilford Road (Water, Gas and Electric, if underground)." It is apparent that there is also a telephone and gas cut on the north side of the development. Please show a pavement cut or note for boring. · Comment on previous review: "Hatching is indicated for Heavy Duty pavement but do not see where on site this will be installed." There still appears to be no heavy duty pavement indicated on the development plan. Grading and Drainage Plan · Comment on previous reeiew: "Are the pipe crowns matched? If not, does the HGL remain in the pipes for the stormwater piping system?" Does the HGL remain in the pipes for the design storm? DEPARTMENT OF E~NGINEERING ONE CIVIC SQUARE, C,ULMEL, IN 46032 OFFICE 317.571.2441 EMAIL engineering~.,ci.carmel.in, us 317.571 -~39 · Comment on previous review: "Please revise pond label on all sheets from "Retention" to "Detention". Retention ponds have no outlets, this pond appears to have an outlet. This is a detention pond. · Comment on previous review: "Please indicate a swale along the north and south property lines. The swale on the north property line would have to be located outside of the tree preservation area. The Department is of the opinion that a swale is needed along the eastern property line to drain the area behind the easternmost housing units. These swales must be 1% minimum slope and cannot be longer than 400-feet before discharging to the detention pond or an inlet." As it relates to the south swale, the City requires this swale to ensure that water discharging fi.om this property does not have to be accommodated by a future development. The swale on the north side is required to ensure positive drainage of the area with no ponding. · Comment on previous review: "Please indicate where on-site the curb and gutter system will overtop if the inlet system is clogged or not functioning and designate as a flood route." Please designate flood routes. · Comment on previous review: "The proposed grading on the north end of Salerno Court is higher than the existing grades. How will the proposed grade in this area be brought back down to existing grade without having a negative impact on the trees in the tree preservation area?" Please confirm this item with the Urban Forester. Entrance Plan · Comment on previous review: "Due to new County requirements, the on-site detention pond must be sized to accommodate detention of the full thoroughfare right-of-way across the property frontage. A stub must be provided at the property line to allow for a future connection by the City Guilford Road project. The road project inlets are likely to be located at the existing CMP under Guilford Road. Please show swales to maintain the current roadside drainage system." Detention of the right-of-way and pipe sizing such that road drainage can be routed on-site to the remotely located pond must be provided. · Comment on previous review: "Department standard curbing must be installed within the proposed right-of-way of Guilford Road. Please delineate a different curbing type if the Department standard detail differs from the curbing proposed on-site." The chair back curb detail shown on Sheet is different that the City standard. Copies of City standards are enclosed. Detail Sheets · Comment on previous review: "Please include the Department standard street cut patch detail." A copy of the City standard street cut patch detail is enclosed. · Please delete Detail 1/6. This is no longer applicable. · The water main trench detail for the water main to be installed under Guilford Road must meet the backfill and cover requirements added'to sheet 3. Thank you for adding these notes. Sheets L1 and L2 · Please remove these sheets from this set of plans. Approval of the landscape plan does not come fi.om the Department of Engineering. These comments represent the Department of Engineering's second review of the construction plans for this project. We request that all responses to our comments be provided in writing. Failure to provide written responses may result in delay of the review process. 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. 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. The City has provided direction to the drainage review consultant to not review any current plans or drainage calculations. This review will be conducted on the May TAC submittal. Please provide plans and drainage calculations for the May TAC meeting to both the City and Crossroad Engineers as TAC members. O SnPreviously discussed, the City is waiving the requirement for right-of-way improvements in lieu of remitments from the Developer to participate in a future roadway project to improve the Guilford corridor from 116th Street to Carmel Drive. Based on the frontage of the property, the estimated design, stmction, and inspection cost, the City is requesting a commitment equal to $66,305.00. The Department of Engineering reserves the right to provide additional comments based on subsequent reviews. If you have questions, please call me at 571-2441 Gary R. Du~an, Jr., P.E. Assistant Cpy Engineer Departmefft of Engineering Enclosure cc: Jori Dobosiewicz, Department of Community Services (w.o. enclosures) Greg Hoyes, Hamilton County Surveyor's Office (w.o. enclosures) Greg Ilko, Crossroads (w.o. enclosures) Project File Engineering Department Review S APROJREV04\GUILFORDRESERVEPLAT#2 KEELER-WEBB ASSOCIATES Consulting Engineers-Planners- Surveyors 486 Gradle Drive Carmel, Indiana 46032 (317) 574-0140 TO City Of Carmel Department Of Community Services One Civic Square Carmel, IN 46032 LETTER OF TRANSMITTAL DATE 1112/2005 JOB NO. 0411-028 Attention Matt Griffin Re: Brownstone Homes (~ Guilford Reserve 1011 South Guilford Road Carmel, IN WE ARE SENDING YOU FI Shop drawings ['-] Copy of letter ~ Attached F'-] Under separate cover via I~ Prints I-'1 Plans [-1 Samples ['-I Change order J-'] Delivery the following items: r-'] Specifications COPIES DATE NO. DE SCR I PTI O N 2 1/11105 2 Revised Plat Paper Copies 2 1/11/05 2 Mylar Plats for signatures , THESE ARE TRANSMITTED as checked below: [~ For approval [-] For your use I"-] As requested r'-] For review and comment [-'] Approved as submitted [---] Approved as noted [--] Returned for corrections [~ FOR SIGNATURES [-] Resubmit .. _ copies for approval Submit ____._ copies for distribution FI Return corrected prints FOR BIDS DUE REMARKS ~-] PRINTS RETURNED AFTER LOAN TO US The following items have been revised and directly correlate with your plan review comment e-mail dated January 10, 2005: 1. Concrete monuments have been relocated to the right-of-way line. 2. The line weight revisions have been revised and are considered special to this project only. The overall property line shall be bold and solid. Right-of-way lines are shown as a long dash and three shod dashes with a medium to bold line width. This is done to match the property line noted on the survey with the legal description, and identify the portion of the right-of-way to be dedicated to the public. 3. Dashes on the docket numbers have been removed. If you have any further questions with this project, please do not hesitate to contact us at any time. COPY TO SIGNED: If enclosures are not as noted, kindly notify us at once. ADAM DeHART, LS KEELER-WEBB ASSOCIATES Cor~s~zlt~g £~g~eers-P~c~r~e~s- ~zrve~jors 486 Gradle Drive Carmel, Indiana 46032 (317) 574-0140 TO City Of Carmel Department Of Community Services One Civic Square Carmel, IN 46032 WE ARE SENDING YOU BI Shop drawings [-] Copy of letter COPIES ---~DATE 2 12/15/04 1 4/16/04 THESE ARE TRANSMITTED as checked below: LETTER OF TRANSMITTAL I~ For approval ~ For your use I~ As requested ~ For review and comment E] FOR BIDS DUE REMARKS DATE 1/12/2005 Attention Matt Griffin Re: JOB NO. 0411-028 Brownstone Homes @ Guilford Reserve -1011 South Guilford Road Carmel, IN Attached Prints [-'] Plans Change order [-] NO. sets 2 Under separate cover via Eli Samples Delivery _the following items: ['"'1 Specifications DESCRIPTION Revised Construction Documents Letter [-'-] Approved as submitted E~ Resubmit · ['-'1 Approved as noted E~] Returned for corrections I--I Return ~ PRINTS RETURNED AFTER LOAN TO US copies for approval [--I Submit.___..._ copies for distribution .._...__. corrected prints The following items have been revised and directly correlate with your plan review comment letter dated December 7, 2004' 1. A letter was forwarded to your attention from Gary Duncan on 12/17/04. 2. The banked parking spaces have been revised on the site data. 3. The signage plan and details was submitted and approved with the PUD. 4. Charlie Frankenberger will forward the letter of agreement with the property owner to the North. 5. The fence detail was included in the PUD and the recorded agreement with Mr. Johnson (see attached). 6. Finished construction elevations will be submitted to your attention as soon as possible. 7. The plans have been forwarded to Clay Township Regional Waste District, and we have not received any information about not being able to plant in the existing easement. If you have any further questions with this project, please do not hesitate to contact us at any time. COPY TO SIGNED: If enclosures are not as noted, kindly notify us at once. _ADAM DeHART, LS January 11, 2005 J~xaF. s BR~X2~D, lVL~¥OR Mr. Adam DeHart, LS Keeler Webb Associates 486 Gradle Drive Carmel, IN 46032 RE: Brownstone Homes at Guilford Reserve-Secondary Plat Review Dear Mr. DeHart: The following are our comments regarding the plat submitted for review at the December 15, 2004 Technical Advisory Committee meeting: Secondary Plat Please remove the proposed curbing and paving from the plat. Please make the proposed monumentation at the property comers more clear. · Is the tree preservation area shown to be protected by an easement? If so, the utility easement cannot be shown to overlap this easement. · Lots on the east side of the legal drain are shown to encroach into the easement. Please revise so that no portion of the lots are contained in this easement. · We assume that all the streets and the storm sewer system are to remain privately owned. Please be aware that these improvements xvill not be accepted by or maintained by the City because they are not designed to City requirements. If future acceptance by the City is anticipated, the Department recommends that the storm piping and Brownstone Trace be constructed t° City Standards. · Please provide a legal description and acreage of Section One on the Plat. · The linetypes on the plat are confusing. Suggest the addition of a linetype legend. · Suggest showing delineation of the differing easements on-site. Presently, there are gaps in the 40- foot wide easement of Broxvnstone Trace. · Please revise the text for Section One to be Lots 1-34, not 1-48 on Sheet 2 of 2. · Please revise General Note B, Sheet 2 of 2 to include maintenance of pipes, mains, ducts and - cables. .Development Plan · The Department recommends that Brownstone Trace be constructed to the Department's standards. This would include providing a 30-foot back of curb to back of curb, normal crown roadway section with Department standard curbing, underdrains and pavement section. This would also require depressed curbs across each of the intersecting private streets. This would also require a 50-foot right-of-v,'ay. · Please confirm with the Utility Department that the length of the building sewers is acceptable. Also, please confirm that the three indi~i, dual building sewers proposed east of the Legal Drain are acceptable to the Utility Department or if they xvould prefer a sewer main extension. · Please show pavement cuts and replacement to Department Standard for the service connections under Guilford Road (Water, Gas and Electric, if underground). DEP,~LRTMENT OF ENGINEERING ONE CI\qC SQL;ARE, CARMEl. IN 46032 OFFiCF~ 317.571.2441 FAX 317.571.2439 EX, I^.~L engineering~ ci.carmel.in.us Please indicate a fence on top of the proposed keystone ~valls where the walls are adjacent to sidewalks and parking spaces. Transformer pads are indicated in the existing sanitary sexver easement and in the tree preservation easement. Please confirm with the Utility Department that these installations will be allowed. Please confirm with the Urban Forester that the proposed installation will be allowed. The parking spaces located just south of the housing units immediately east of the Legal Drain will have a sight distance issue for vehicles backing out of the spots. They will not be able to see vehicles traveling on Napoli Court. · Recommend locating water valves outside of any pavement, curbing and sidewalks and adding a note to the Drawings to this effect. · Please show' the existing limit of the legal drain easement on the east side of the Legal Drain on all sheets. · Hatching is indicated for Heavy Duty pavement but do not see where on site this will be installed. Grading and Drainage Plan · Please delete the "Future RCP by Others" note on all sheets. · Are the pipe crowns matched? If not, does the HGL remain in the pipes for the stormwater piping system? · Please revise pond label on all sheets from "Retention" to "Detention". · Please show any proposed roof drain connections on the Drawings. · Please indicate any subsurface drains out of the on-site inlets (if these are being installed). · The Department does not recommend the inverted crown on Napoli Court. · Please indicate a swale along the north and south property lines. The swale on the north property line would have to be located outside of the tree preservation area. The Department is of the opinion that a swale is needed along the eastern property line to drain the area behind the easternmost housing units. These swales must be 1% minimum slope and cannot be longer than 400-feet before discharging to the detention pond or an inlet. · Please label the bottom elevation of the pond. · Are the proposed trench drains (Structures 7 and 8) adequate to capture all of the flow from the east and the flow coming down the relatively steep street grade from the west? · The Department recommends the installation of an underdrain under the inverted crown on Napoli Court if a normal crown cannot be provided. · The entire east side of the development is not being detained. This area must be provided with a stormwater detention system. Please also ensure that there are no direct discharge areas from the west and that the entire property is directed into a stormwater detention facility. · Is the spillway elevation to be set at 832.00? · Please indicate where on-site the curb and gutter system will overtop if the inlet system is clogged or not functioning and designate as a flood route. · Are any basements or crawl spaces proposed? If so, please indicate a Minimum Flood Protection grade for any structure opening to be 2-feet above the 100-year elevation of the Legal Drain and the detention system. · Please confirm with the County that the proposed filling in the flood fringe and floodway is acceptable. The Department will not permit any filling of the floodway. · The Department suggests that the following minimum cover requirements be applied to the design of this project. A note must be added to the appropriate sheets and/or details for any utilities installed within the City right-of-way and is recommended for any on-site utilities and building services: "For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Service Laterals under City streets, regardless of the jurisdiction of the utility, the minimum cover from the top of the installed pavement to the top of the installed pipe shall be the pavement section thickness (all bituminous and aggregate material above the subgrade) plus 1-0". If the standard practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern." The proposed grading on the north end of Salerno Court is higher than the existing grades. How will the proposed grade in this area be brought back down to existing grade without having a negative impact on the trees in the tree preservation area? Entrance Plan · Please add a note for sawcutting the existing pavement where it will be adjacent to ne~v pavement. · The proposed entrance needs to be reconfigured such that the curb radii terminate at the existing edge of pavement. · Due to new County requirements, the on-site detention pond must be sized to accommodate detention of the full thoroughfare right-of-way across the property frontage. A stub must be provided at the property line to allow for a future connection by the City Guilford Road project. The road project inlets are likely to be located at the existing CMP under Guilford Road. Please show swales to maintain the current roadside drainage system. · Please indicate the proposed Guilford Road Right-of'Way paving area with hatching. This can be in addition to the notes already included on the Drawings. · Please do not list paving options for the paving within the Guilford Road right-of-way. The pavement section must be no less than: 1.5" H.A.C. Surface #11 over 2" H.A.C. Binder #8 over 3" H.A.C. Base #5D over 7" #53 Stone over 4" #2 Stone. · Department standard curbing must be installed within the proposed right-of-way of Guilford Road. Please delineate a different curbing type if the Department standard detail differs from the curbing proposed on-site. · The plan should indicate removal and replacement of 1-2-feet of mainline pavement on Guilford Road to facilitate the installation of curbing out to the existing pavement edge. Pavement shall be sawcut to a clean edge and shall be replaced ~vith pavement meeting the requirements noted two comments above. · Please add a note that all Maintenance of Traffic methods and procedures shall conform to the requirements of the Indiana Department of Transportation Standard Specifications, latest edition. · Please show curb tapers and depressed curbs at the future location of the ADA ramps of the multi- use path in the proposed Guilford Road right-of-way. Detail Sheets · The Department recommends constructing the on-site pavement to meet the following section: 1.5" H.A.C. Surface #11 over 2" H.A.C. Binder #8 over 3" H.A.C. Base #5D over 7" #53 Stone. · The Department recommends adding a note that all paving shall be completed in one season. · The City recommends the use of Department Standard Details for all curbing, sidewalks, integral curb and walk. The Department standard details must be added for work in the Guilford Road right-of-way if these will differ from the on-site details. · Please include the Department standard s.treet cut patch detail. · If Brownstone Trace is to be constructed to Department Standards, a depressed curb detail must be added. The Department requires that any notes, specifications and details related to proposed utilities within City right-of-way and recommends that any notes, specifications and details related to proposed on-site utilities be modified to meet the following requirements: "Bedding, haunching and initial backfill materials, placement and compaction for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5-feet of pavement shall be in accordance with the standard practice of the utility that has jurisdiction over the installation. Final backfill for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5-feet of pavement shall be B-Borrow for Structure Backfill meeting the material requirements of the INDOT and shall be compacted in 6-inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6- inches of the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the installation has a more stringent final backfill requirement, the more stringent requirement shall govern." The Department recommends that any notes, specifications and details (Details 8 and 9 on Sheet 5) related to storm piping be modified to meet the following requirements: "Bedding, haunching, and initial backfill for all RCP installations shall be B-Borrow for Structure Backfill meeting the material requirements of the INDOT. Bedding shall be placed in the trench bottom such that after the pipe is installed to grade and line, there remains a 4-indh minimum depth of material below the pipe barrel and a minimum of 3-inches below the bell. For pipe sizes 66-inches and larger, the minimum depth of material below the pipe barrel shall be 6-inches. Bedding, haunching and initial backfill shall be compacted in 6-inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill shall be brought up evenly on both sides of the pipe for the full length of the pipe. Haunching shall extend to the springline of the pipe. The limit of initial backfill shall be 6-inches above the springline. Minimum trench width shall be the outside diameter of the pipe plus 18-inches. Final backfill for all RCP installations under and within 5-feet of pavement shall be B-Borrow for Structure Backfill meeting the material requirements of the INDOT and shall be compacted in 6-inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6- inches of the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. Final Backfill for all RCP installations greater than 5-feet of pavement shall be clean fill material free of rocks larger than 6-inches in diameter, frozen lumps of soil, wood or other extraneous material, compacted in 12-inch maximum lifts to not less than 90% Standard Proctor Density for the entire depth of the excavation. Please provide a detail for the proposed trench drains (Structures 7 and 8). Could not find the detail noted for the concrete spillway for the pipe discharging from Structure 8. If the existing driveway is to be utilized as the construction entrance, is Detail 11 on Sheet 5 still applicable? Sheets L1 and L2 · Please remove these sheets from this set of plans. Approval of the landscape plan does not come from the Department of Engineering. These comments represent the Department of Engineering's initial review of this project. Please provide our office with a follow-up letter with written responses to the above comments and revised plans indicating all revisions. Second and subsequent reviews will focus only on revised items but the Department reserves the right to provide additional comments as needed. It is critical that this office be made aware of all modifications made on the plans being re-submitted, particularly if any such changes are considered "new" or fall outside of our initial review. Please also identify any revisions that are made at the request of the Plan Commission, another City Department or reviewing committee. If you have questions, please call Mike McBride or me at 571-2441 Sincer ) Departrrffent of Engineering Enclosure CC: Jon Dobosiewicz, Department of Community Services Greg Hoyes, Hamilton County Surveyor's Office Greg Ilko, Crossroads Project File Engineering Department Review S:XPROJREV04\GUILFORDRESERVEPLAT Page 1 of 1 Griffin, Matt L From: Griffin, Matt L Sent: Monday, January 10, 2005 10:58 AM To: 'adehart@keele~ebb.com' Subject: Brownstone Homes at Guilford Reserve Section One -Secondary Plat (04110033 SP) Adam, We received the revised plat for the Brownstone Homes at Guilford Reserve Section One - Secondary Plat (04110033 SP) and it looks close to being completed. The following edits are necessary' 1. Concrete monumentation needs to be removed from within the Guilford Road right of way, and placed on property corners. 2. Right of way line weight along the west boundary of project should be heavy and solid, not dashed. Inversely, line weight within the Guilford Road right of way should not be heavy (we do not want to inadvertently indicate that property within the right of way is within the final project boundary). 3. Please remove dashes within the docket numbers. After the above issues are addressed this plat will be ready for signatures. Please note: Two paper copies of the plat must be filed with the Mylar prior to recording. After recording, we require three paper copies, a digital copy (forwarded to Theresa Krueskamp) and a Mylar of the recorded plat. Matthew Griffin, AICP Planning Administrator Department of Community Services City of Carmel One Civic Square Carmel, IN 46032 p 317.571.241 7 f 317.571.2426 1/10/2005 KEELER-WEBB ASSOCIATES Co~s~zlt~zg E~g~zeers-Plc~z~zers- Starve!jots 486 Gradle Drive Carmel, Indiana 46032 (317) 574-0140 TO City Of Carmel Department Of Communi~ Services One Civic Square Carmel, IN 46032 WE ARE SENDING YOU Attached ['"'l Shop drawings E~] Copy of letter COPIES DATE 2 12123/04 2 4/16/04 THESE ARE TRANSMITTED as checked below: ~ Prints ['-'] Plans E~] Change order I--I NO. sets 2 I~ For approval I~ For your use I~ As requested [-"1 For review and comment ['"'l FOR BIDS DUE REMARKS LETTER OF TRANSMITTAL Attentio~ Ma~~riffin Re: Brownstone Homes ~ 101 l~outh Guilford Road Carmel, IN ["-! Under separate cover via E~ Samples Delivery _the following items: [-'! Specifications Revised Plat Letter DESCRIPTION ~ Approved as submitted [~ Approved as noted [--I Returned for corrections jr--] PRINTS RETURNED AFTER LOAN TO US E~ Resubmit ["-] Submit [-i Return .___ copies for approval _ copies for distribution _ corrected prints The following items have been revised and directly correlate with your plan review comment letter dated December 7, 2004: 1. See sheet 1. 2. See sheet 1. 3./'See sheet 1. · ~ See sheet 1 5. Charlie Frankenberger will forward the covenants and restrictions. 6. See sheet 1. 7. See sheet 1. 8. See sheet 2. 9. See sheet 1. If you have any further questions with this project, please do not hesitate to contact us at any time. COPYTO_ Nelson & Frankenber.qer SIGNED: If enclosures are not as noted, kindly notify us at once. ~ADAM DeHART~ LS AGREEMENT TO INSTALL FENCE AND WATER LINE THIS AGREEMENT (the "Agreement") is made and entered into by and between Crawford Development, LLC, an Indiana limited liability company ("Crawford") and William tL $ohnson ("$ohnson"), and is signed on the dates indicated below, WITNESSE~: WHEREAS, Crawford is the contract purchaser of the real estate described in what is attached hereto and incorporated herein by reference as Exhibit "A" ("Pared 1"); WHEREAS, Crawford has filed an application, with the Carmel-Clay Plan Commission, to change the zoning of Parcel l, which application is pending under Docket Number 04-01- 0024Z; WHEREAS, Johnson and his wife are the owners of the real estate described in what is attached hereto and incorporated herein by reference as Exhibit "B" ("Parcel 2"); WHEREAS, Johnson's residence (the "Residence") is located on Parcel 2, and the water to the Residence is serviced by a well (the "Well") located upon Pared 2; WHEREAS, on the terms and conditions which follow, Crawford has agreed (i) to install a fence at or near the boundary line separating Parcel 1 and Parcel 2 and (ii) install a water line fi'om Parcel 1 and connecting to the Residence. NOW, THEREFORE, in consideration of the foregoing preambles and recitations, it is acknowledged and agreed as follows: 1. Upon the cleating and grubbing of Parcel 1, Crawford shall came to be installed a three board split rail fence without mesh, an illustration of which is attached hereto and incorporated herein by reference as Exhibit "C" (the "Fence"), in the location specified on the drawing attached hereto and incorporated herein by reference as Exhibit "D". The highest of the three (3) horizontal rails of the Fence shall be approximately four (4) feet above grade; 2. Installation of Water Line. When on-site water mains and laterals are installed upon Parcel 1, Crawford shall cause to be extended a water line, north from Parcel 1 to' Parcel 2, and connecting to the Residence at a point adjacent to the Well. Regarding the installation of such water line, the parties further agree as follows: .(a) Crawford shall pay the availability and connection fees assessed in order to make water available to the Residence on; (b) Within seven (7) days after payment of such water availabiti~_and ..... "' connection fees, Johnson shall pay to Crawford the sum of One Thousand Dollars (c) Crawford, at its expense, shall (i) mn thc water line north from Parcel 1 and across Parcel 2 to the Residence and (ii) actually connect the water line to the Residence turnkey, at a place adjacent to the Well, at a time prior to the obtaining of the first certificate of occupancy for the first townhom¢ residence located on Parcel 1; and (d) Any subsequent abandoning and capping of the Johnsons' obligation and expense. Well shall be the 3. Effective Date. This Agreement, and the obligations of the parties under this Agreement, shall not be effective until the occurrence of all of the following, and shall be null and void absent the occurrence of all of the following: (a) The acquisition by Crawford of Parcel 1; (b) The enactment of a PUD Ordinance rezoning the real estate as requested under Docket No. 04-01-0024Z; and i (c) The commencement of development of the real estate by Crawford or its successor or assign. I CRAWFORD DEVELOPMENT, LLC i BY:- ~~Da~_Q. ~. / ~' '" 'd Klain, Member William R. Johnson , H:~Janet~lain~ence. Water Line GR.doe Construction/Stormwater Pollution Prevention Plan - Technical Review and Comment (Form 1) lIProject Name: Guilford Reserve, Brownstone Homes [Date Reviewed: 12/16/04 Assessment of Stormwater Pollution Prevention Plan (Sections B & C) The construction component of the Stormwater pollUtion Prevention Plan includes stormwater quality measures to address erosion, sedimentation, and other pollutants associated with land disturbance and construction activities. Proper implementation of the plan and inspections of the construction site are necessary to minimize the discharge of pollutants. The Project Site Owner should be aware that unforeseen construction activities and weather conditions may affect the performance of a practice or the effectiveness of the plan. The plan must be a flexible document, with provisions to modify or substitute as necessary. I Description of potential pollutant sources associated with construction activities 2 activitiesSequence describing stormwater quality measure implementation relative to land disturbing 3 Stable construction entrance locations and specifications (at all points of ingress and egress) 4 Sediment control measures for sheet flow areas 5 Sediment control measures for concentrated flow areas 6 Storm sewer inlet protection measure locations and specifications 7 Runoff control measures (e.g. diversions, rock check dams, slope drains, etc .) 8 Storm water outlet protection specifications 9 Grade stabilization structure locations and specifications 10 Location, dimensions, specifications, and construction details of each stormwater quality measure 1.1 Temporary surface stabilization methods appropriate for each season (include sequencing) 12 Permanent surface stabilization specifications (include sequencing) 13 Material handling and spill prevention plan 14 Monitoring and maintenance guidelines for each proposed stormwater quality measure 15 Erosion & sediment control specifications for individual building lots ~ ~ ] ~ ]:~[: ]implementation ofstormwater quality measures to address ollutants ' I -~ I =, Im:l .... . p that wall be associated wtth the Il =]ll[til ~ Itinal landuse.. Post constructton, stormwater quality measures should be functional upon completion of ~ ,~ ~' the project Long termfuncnonahty' of the measures are cr~ttcal to J - ' '' their performance and should be I~1~ (qmonitored and maintained. ~-" ' '[[ZJ[[~[: [ I Description of pollutants and their sources associated with the proposed land use 1[-] 1[~ 2~ Sequence describing stormwater quality measure implementation [-~ [~ 3-Description of proposed post construction stormwater quality measures II (~n~ludeawrittende~~ripti~n~fh~wthe~emea~ureswillredu~edis~harge~fexpected~~llutants) Location, dimensions, specifications, and construction details of each stormwater quality measure DNR, Division of Soil Conservation Page 1 of 1 Revised 12/09/03, Form I City of Carmel Fire Department Headquarters 2 CiViC SQUARE CARMEL, INDIANA 46032 Voice (317) 571-2600 Fax (317) 571-2615 Fire Prevention Bureau Adam DeHart, LS. Keeler-Webb Associates 486 Gradle Dr. Carmel, IN 46032 RE' Brownstone Homes at Guilford Reserve LETTER OF APPROVAL The undersigned has reviewed the proposed plans for Brownstone Homes at Guilford Reserve and has approved the plans subject to the following' . Our office is requesting an additional fire hydrant at the entrance of the development. , . . . Date: December 14, 2004 By: Gary Hoyt, Fire Marshal Carmel Fire Department 12/14/2884 18' 81 3177769628 HAMILTON CO SURVEYOR PAGE 81/83 ."~errton 67, 'I. Uard, 7~' c',-8495 "F.x ~,I~7~ 776-'36a8 yOR'8 6.itc z88 One ,9-1amilto. Co..r? Sq.arc :..'vobl~.,;,,illc. l.rlimtn 46o6o.'zzz3o December 13, 2004 Keeler-Webb Associat~ ATTN: Adam DeHart 486 Gradlc Drive CarmoI, IN 46032 VIA. FACSIM~E: 574-1269 Re; Brownstone Homes at Guilford Reserve Dear Mr. DeHart: We have reviewed the proposed construction plans submitted to the Hamilton County Surveyor's Office on December 6, 2004 for this project aud have the following comments: This project is being DENIED because is docs not satisfy Hamilton County Ordinance 4-26-99-C(6). Included is the text of the specify portion of the ordinance which must be completed with before any approval will be giv~ ~r ~ti$ proposed proj~t , ~e m~-mim~ by mi~ ~ flood way-floodbou~la~y map~ oft~ Fmim'a~ bsunm~A _a~n_._~~ map dom not mubliah a lOOyearwa~ sm'~aalm'fdi~ ~ 100 year wmr 12/14/2004 10:01 3177769628 HANILTON CO SURVEYOR PAGE 82/83 0 ! 4~ 0 1) 2) Tbrm~a~ite~l~fieellgineef~maly~ performed by a byme lndism ~ ofNm~ R~. No backup data was provided for the floodplain that is represented in the construction plans. Thc data is not certified by a registered professional engineer in the State of Indiana as required by the ordillance. The ICPR report in thc drainage calculation is r~ot the appropriate program to analyze the floodplain of an open ditch, because is it not taking the backwater effect into consideration. This office would STRONGLY recommend a complete HEC-~S study of the open ditch lo determine a conclusive floodplain re'ea. It would appear that Indiana Code 14-28-1-20 would be applicable in this case, which prohibits a person from erecting a permanent structure in the floodway of a stream. From the presented plans, 7 different units are proposed to be constructed in the floodway according to study GM. 19278, as listed on the development plan. Sevcral other issues exist with this project but before they can be addressed au accurate floodplain MUST be determined. The Hamilton County Drainage Board, Hamilton County Surveyor's Office, Indiana Department of Natural Resources, and the City of Carmel Brigineering Office must bc confident in the accuracy of the study before any work will be allowed on this project, The analyzes of thc floodplain is required to prevent loss of property or life of all other property owners on Carmel Creek ("Regulated Drain W.R. Fertig) which would be greatly affected by the changes to the floodplain area. 12/14/2884 10:01 3177769628 HAHILTON CO SURVEYOR PAGE 83/83 Should you have any questions, I can be reached at 317-776-$495. Sincerely, Grcg Hoyes Plan Reviewer CC: Jori Dobosiewicz- Cra'mol DOCD John South- HCSWCD Dick Hill - Carmel Engineering Crawford Developmer~t- 573-9666 Carmel Clay Schools Education December 7, 2004 Adam DeHart, LS Keeler-Webb Associates 486 Grade Drive Carmel, IN 46032 Re: Continuing Excellence in Dear Mr. DeHart: I have received and reviewed the plans for the above referenced project. My review is with respect to providing School bus transportation for any school age children who may reside in the referenced development. School bus service for this proposed development will be limited to bus stop service being placed at the corner of Brownstone Trace and Guilford Road. Students riding school buses will be required to walk to this location. School buses other than our small special needs buses will not be allowed to enter the complex due to lack of appropriate turn-around provisions. Sincerely, Ron Farrand, Jr. Director of Facilities and Transportation C: R. Yull City of Carmel, Department of Community Services Facilities & Transportation Department - 5185 East I31~ Street, Carmel, IN46033 317/844-8207- Fax 317/571-9659 December 6, 2004 Mr. Adam DeHart, LS Keeler-Webb Associates 486 Gradle Drive Carmel, IN 46032 RE: Brownstone Homes @ Guilford Reserve 1011 South Guilford Road Carmel, Indiana Job No.: 0411-028 Dear Mr. DeHart: I have received and reviewed the documents for the above-mentioned project. At the present time, ! see nothing in the plans that would hamper law enforcement efforts. If we can be of any further assistance to you, please contact us. Sincerely, Michael D. Fog~rty Chief of Police MDF:vb CC: Dept. of Community Services (3]7) 57]-2500 A Nationally Accredit~{ii~! ;~:...~forcement Agency One Civic Square Carmel, IN 48332 (317) 571-2417 Fa~c. (317) 571-2426 Fax Phone: l'i Urcjent ~ For Review Pages; ~ ..... ........ ,-,,,.. ,I',~/?/~ ~,~/ Please Comment !~ Please Reply P/ease Recycle VIA FAX: 574-1269 Original by mail December 7, 2004 Adam DeHart, LS Keeler-Webb Associates 486 Gradle Drive Carmel, IN 46032 RE- Brownstone Homes at Guilford Reserve, Sect. One Secondary Plat App. (#04110033 SP) Dear Mr'. DeHart: This letter is in response to your secondary plat application for the Brownstone Homes at Guilford Reserve, Section 1. The following issues must be resolved: T~following must be indicated on the plat: Docket Number 04110033 SP TAC Docket Number 04070013 TAC Owner name, address, and phone number Place the certificate of approval by Commission on the opening page. Restrictions or covenants must be included. Please adjust property lines to the edge of the Guilford Road right of way (and add appropriate monumentation). Please remove information shown within future Section 2. Please provide a section key map. For readability, please remove superfluous details including sidewalks, curbs, and mailboxes. Building footprints are also preferred rather than detailed outlines. Construction Document Concerns and Comments are as follow: 1. Provide a letter of approval from City Engineering for the access configuration at Guilford Road. 2. Please update the parking space data on sheet 2 to reflect the parking spaces provided. 3. If signage is to be provided, please submit a signage plan, along with detailed signage specifications. Verify the agreement with the property owner to the north Provide the split-rail fence detail for fence along north property line. Provide finished construction elevations (black/white). Verify your ability to plant within the sanitary sewer easement. Please wait to submit a revised plat until after the Technical Advisory Committee (TAC) has met on this application. The resubmitted plat should include edits addressing the above comments along with any Page 1 ONE CIVIC SQUARE CAR2v~L, INDIANA 46032 317/571-2417 requirements that arise from the TAC meeting. Additional comments may be made after the requested revisions have been submitted. Sin,cer~y, Matthew Griffin, A[Cp Planning Administrator Brownstone Homes at Guilford Reserve Section One - SP Page 2 ONE CIVIC SQUARE CARMEL, INDIANA 46032 317/571-2417 Babbitt, Pamela A To' plangroup Subject: newi Brownstone Homes @ Guilford Reserve location ? Guilford? SP contact Adam DeHart 574-0140 574-1269 fax One Civic Square Carmel, IN 4~F2 (317) 571-2417 Fa~. (~17) 571-2426 Fax Phone: From: Pages: Date: CC,,. l-I Urgent '"JJi~For Review l-! Please Comment !~ Please Reply l-1 Please Recycle KEELER-WEBB ASSOCIATES Consulting Engineers-Planners- S~rveyors 486 Gradle Drive Carmel, Indiana 46032 (317) 574-0140 TO City Of Carmel Department Of Community Services One Civic Square Carmel, In 46032 WE ARE SENDING YOU r-'] Shop drawings [-] Copy of letter LETTER OF TRAN ~^~'~ I JOB NO .~ 11/1812004 I o4on'.~ Ai I ENTION \~ - Angelina Conn '~_.. _ Re: -' Brownstone Homes @ Guilfor'~f~~~ 1011 South Guilford Road Carmel, In Attached r--] Under separate cover via Delivery the following items: Prints r-] Plans I--J Samples Specifications r-i Change order r'-I COPIES DATE NO. DESCRIPTION 2 '11118/04 Sets Secondary Plat Applications THESE ARE TRANSMITTED as checked below: [-] For approval [F;~] For your use ~ As requested [~ For review and comment [-] FOR BIDS DUE REMARKS [--'1 Approved as submitted [-] Approved as noted ["'] Returned for corrections [-] Resubmit [-] Submit I-"1 Return [-"] PRINTS RETURNED AFTER LOAN TO US copies for approval _____ copies for distribution --.__._. corrected prints Per your request, sorry for the oversight (I have sent out too much paperwork the last couple of days). COPY TO SIGNED: If enclosures are not as noted, kindly notify us at once. ADAM DeHART, LS KEELER-WEBB ASSOCIATES Consu£t intt nttineers- (a n ners-S u rv eyo rs 486 GRADLE DRIVE - CARMEL, INDIANA 46032 PHONE (317) 574-0140 - FAX (317) 574-1269 November 17, 2004 Mr. Gary Duncan City of Carmel" Department of Engineering One Civic Square Carmel, Indiana 46032 Re.: BROWNSTONE HOMES @ GUILFORD RESERVE 1101 South Guilford Road Carmel, Indiana KWA Project No.: 0401-003 REQUEST TO BE PLACED ON THE NEXT AVAILABLE AGENDA This letter is in response to your request in regard to being placed on the next regularly scheduled Board of Public Works agenda. This project was approved by Carmel Plan Commission and the Carmel City Council in April, May and June of 2004 for: Planned Unit Development Docket No. 04-01-0024Z, and Ordinance No. Z-448-04 · Primary Plat · ADLS · Development Plan Per you preliminary review letter it was related that this project requires approval from the Board of Public Works for the following items: 1. Subdivision Secondary plat 2. Commercial Curb cut approval The new curb cut for Brownstone Trace will be installed within the newly dedicated right-of-way per the primary and secondary plat. This request shall be based the current edition of the construction documents, and from information forwarded by your office concerning the Guilford Road three-lane road improvements. This project is very time sensitive because of upcoming winter conditions. We appreciate your efforts on this project to gain the necessary approvals in order to obtain a building permit for the infrastructure of the subdivision at the earliest possible time. If you have any questions, require any additional documentation, or comments, please do not hesitate to contact our office at any time and we will respond rapidly with any request. Respectfully, KEELER-WEBB ASSOCIATES Adam DeHart, LS Project Manager Cc: Crawford Development, LLC Enclosed: 2 sets of Secondary Plats 2 sets of Construction Documents C :\My Documents\LETTER S\0401-003_BPW-R EQ U E ST. doc 1 KEELER-WEBB ASSOCIATES Consulting Engineers-Planners- Surveyors 486 Gradle Drive Carmel, Indiana 46032 (317) 574-0140 TO City Of Carmel Department Of Community Services One Civic Square Carmel, In 46032 LETTER OF TRANSMITTAL DATE I JOB NO. 1111712004 I 040~-003 Ai ~ ENTION John Dobosiewicz Re: Brownstone Homes @ Guilford Reserve 1011 South Guilford Road Carmel, In WE ARE SENDING YOU [-"] Shop drawings r-] Copy of letter COPIES DATE 1111 $/04 11/15/04 Attached ['-1 Under separate cover via [:~ Prints J--] Plans r-] Change order r-] ..__ NO. Sets 2 r-i Samples Delivery the following items: I--I Specifications DESCRIPTION Construction Documents Secondary Plat THESE ARE TRANSMITTED as checked below: I-'-] For approval [~ For your use [~ As requested [~ For review and comment [-] FOR BIDS DUE REMARKS r-] Approved as submitted [-] Approved as noted [-'! Returned for corrections I'-'1 Resubmit [-] Submit ___ copies for approval copies for distribution I-"1 Return.._..___ corrected prints r'--] PRINTS RETURNED AFTER LOAN TO US We are forwarding this Secondary Plat for review and approval by staff and review and approval of the construction documents which include all TAC members requests for revision. The construction documents are being forwarded to all TAC members for approval. COPY TO SIGNED: If enclosures are not as noted, kindly notify us at once. ADAM DeHART, LS