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Home My WebLink AboutCorrespondence r ~ Historic Fort Harrison, 8901 Otis Ave., Indianapolis, IN 46216-1037 - Telephone: 317/826-7100 -800/898-0332- Fax: 317/826-7300 -www~ thesch neidercorp.com JOHN DOBOSIEWICZ DEPARTMENT OF COMMUNITY SERVICES ONE CIVIC SQUARE CARMEL, IN 46032 DATE: JOB# PROJECT: RE: FAX# TELEPHONE: 3/29/2005 3690.003 CLAYBOURNE, SECTION 3 WE ARE SENDING YOU: IZIAttached Via: o Mail 0 Fed Ex IZI UPS 0 Courier 0 Pick Up 0 Other 0 Fax _Sheets # Copies Date Description . 3 XEROX COPIES OF RECORDED SECONDARY PLAT (TRIMMED AND STAPLED) THE ABOVE ARE TRANSMITTED as checked below: o For approval 0 As requested 0 FOR BIDS DUE IZI For your use 0 For review and comment 0 Other REMARKS: FROM: /1 L_: J. Cort Crosby P.E. Project Engineer If enclosures are not as noted, kindly noti us at once. Offices in Indianapolis, Avon, Carmel, and Lafayette, Indiana .~.\^I.\I"\""^^\^^^\ _1_ __\ _1_ __ _I_L _^"'^^^~ _1__ Transmittal r Historic Fort 'Harrison, '8901 Otis Ave., Indianapolis, IN 46216-1037 - Telephone: 317/826-7100 - 800/898-0332- Fax: 317/826-7300 -www.theschneidercorp.com JOHN DOBOSIEWICZ DEPARTMENT OF COMMUNITY SERVICES ONE CIVIC SQUARE CARMEL, IN 46032 DATE: JOB# PROJECT: RE: FAX# TELEPHONE: 3/26/2005 3690.003 CLAYBOURNE, SECTION 3 WE ARE SENDING,YOU: IZIAttached Via: O'Mail 0 Fed Ex IZI UPS 0 Courier 0 Pick Up 0 Other 0 Fax _Sheets # Copies Date Description 1 MYLAR COPY OF RECORDED SECONDARY PLAT REMARKS: -s!~~s ~- \S -o?::> {7C. THE ABOVE ARE TRANSMITTED as checked below: o For approval 0 As requested 0 FOR BIDS DUE IZI For your use 0 For review and comment 0 Other FROM: If enclosures are not as noted, kindly notify us at once. Offices in Indianapolis, Avon, Carmel, and Lafayette, Indiana EL CI ]AL\1ES BRAINARD, MAYOR October 28, 2004 Mr. J. CortCr.osby, :p .E. The Schneider Corporation - 8901 Otis Avenue Indianapolis, IN 46216-1037 RE:Claybourne, Section 3-Project Revie,v #3 Dear Mr. Crosby: The comments from the City's seco'nd revie\v have been satisfactorily addressed. The City has received your comment letter and revised dra\vings dated October 15, 2004. PI,ease keep us informed as to any issues or changes resulting from the County or Environmental Planner relatedto the issue of the 20-foot landscape easement \vithin the .30~foot drainage easement (lots 249-258). Please provide a minimum of eight copies of the construction drawings for approval by this office. If the developer \vould like an additional copy, \ve \vill approve one additional copy for a total of nine. If you have questions, please contact me at 571-2441. , Jr., 'P.E.,Assistant City Eng ngineering Cc: Jon Dobosiewicz, Department of Community Services John Duffy, Director Carmel Utilities Paul Pace, Distribution Greg Hoyes, Hamilton County Surveyor's Office John South, Hamilton County Soil & V{ ater Conservation District File Copy Department Review S:\DHILL\PROJRJ;:V04\CLA YBOURNE3 REVJE\V 3 DEPARTi\'lENT OF ENGINEERING ONE CIVIC SQUARE; CAR1'vlEL,IN 46032 OFFICE 317.571.2441 FAX 317.571.2439 E1'vlAILengin eering@ci. carm el. in. us October 8, 2004 Mr. J. Cort Crosby, P .E. The Schneider Corporation 8901 Otis Avenue Indianapolis, IN 46216-1037 CI EL ]AiYIES BRAINARD, MAYOR RE: Claybourne, Section 3-Project Revie,v #2 DearMr.Crosby: The City has received your comment letter and revised dra\vings dated September 23, 2004. The comments from the City review have been satisfactorily addressed \vith the following exceptions: COMJ\'IENTS-CONSTRUCTION PLA1~S 14. Sheet C101, C102, C103 - Development Plan . Comment on previous review: "Sho\v back of curb to back of curb pavement \vidths at the median at the entrance and at the median on Antonia Boulevard." The pavement widths at these medians have not been sho\Vll - please sho\v the requested pavement \vidths. . Comment on previous revie\v: "There is no \valk on east side of Amundson Drive." Thank you for sho\ving this \valk, but if it is consistent' \vith existing section to not have a \valk on the east side of Amundson Drive, the \valk can be removed. . Comment on previous revie\v: "Is it possible to turn Penniger Drive to allow thru traffic to continue and have Salamone "Vay cul-de-sac enter, not as a tee, but as a curve? Same question at intersection of Teague Place on south end?" Thank you for your comment. Please consider this for future submittals. . . Comment on previous revie\v: "Are you planning a swale \vest of Lots 249-258? This Department requests that no more than 3-lots be served by swale without an inlet." Thank you for adding the s\vale. The City is \vorking \vith the County on to establish a ,maximum s\vale length. . Comment on previous revie\v: "Please indicate flo\v arrows and label all slopes (1 % minimum slope)." Please label the s\vale and indicate a slope of no less than 1 %. 15., Sheet C20 1, C202; C203, C204 - Street Plan and Profile . Comment on previous revie\v: "We require a minimum cover distance of 12-inches, from top of pipe to bottom of pavement section (aggregate course) on all street pipe crossings. Please place this notation on all appropriate sheets." vVherever appropriate please change the note: A MINIMUN (sp) OF 12" OF COVER OVER THE STORM SEWER AND BELOW THE PAVEMENT AGGREGATE COURSE IS REQUIRED FOR ALL STREETS" to "THERE SHALL BE A 12" MINIMUM COVER FROM TOP OF PIPE TO BOTTOM OF AGGREGA TECOURSE OF PAVEMENT ON ALL STREET PIPE CROSSINGS." . Comment on previous revie\v: "Sho\v right of way dimensions and back of curb to back of curb pavement \vidths including median areas." More information is needed for layout and construction of the medians (station at each radius center, radii lengths, offsets to locate radii , centers laterally, etc.) 16. Sheet C301 - Entrance Plan . Comment on previous revie~v: "Please provide a pavement striping/marking plan. We require thennoplastic striping and markings." Please add a solid \vhite -line at the edge of the deceleration lane and the travel lane. . . Please revise Section "A-A" again to be 1.5 #11 surface on 2" #9 binder on 3" #5 base on 7" compacted #53 stone on 4" #2 stone. Also label the shoulder to be compacted #73 stone. 17. Sheet C302, C303- CuI De Sacs & Intersection Details. DEPAETj\/IENT OF ENGINEERING ONE CMC SQUARE, CARlVlEL, IN 46032 OFFICE 317.571.2441 FAX 317.571.2439 El\lAIL engineering@)ci.carn1el.in.us - 4" .... . Comment on previous review: "Concerned with the pavement widths at the median locations. Appears that flIe equipment may have a difficult time making the turn radius at these locations." Check with Gary Hoyt that the widths at median islands are sufficient. 18. Sheet C401, C601 Sanitary / Storm Sewer Plan & Profiles . Comment on previous review: "On instances where storm pipes are less than 0.3% slope (City of Carmel minimum), please provide justification for more shallow slopes." The City is of the opinion that although the industry standards provide minimum slopes to provide a 2.5 foot per second velocity when flowing full, the minimum slopes are extremely difficult to construct. It is likely that when placed, the pipes are not placed to the required slope. If the pipes are designed to provide a velocity of 2.5 feet per second, this is the justification that we were looking for. 19. SheetC801 - General Details . Comment on previous review: "We. are revising our standard pavement section for subdivision streets as follows: "The surface requirement is not changed. 3" H.A.C. Binder #9 is changed to 5" 5D Base. 9" Compacted Stone Sub-Base #2 is changed to 7" Compacted Stone Sub-Base #53. Additionally, add, "All Paving is to be ,Completed in the Same Paving Season" to the pavement section specification. This is applicable to all three- pavement sections on this sheet." Please add "All paving is to be completed in the same paving season" Based on additional review, the City provides additional comments: ' 1. Show curve data for horizontal curves in the plan view on street plan-profile sheets of the construction plans. 2. ~lease provide written verification from the County Surveyor and Scott Brewer that the 20- foot landscape easement within the 30-foot drainage easement is acceptable (lots 249-258). 3. Please dimension entrance acceleration and deceleration lanes according to the 20 Year Thoroughfare Plan. The deceleration taper is 150 feet, the deceleration full width is 100 feet, and the acceleration taper is 250 feet. 4. Please fmdthe attached comments regarding the drainage system review conducted by the City's sub consultant. Please address these comments along with the comments outlined in this letter. You may contact Crossroad Engineers directly to discuss their comments. Please contact Mr. Greg Ilko at 780-1555, extension 4. Please provide a written response to the comments. If you have questions, please contact me at 571-2441. Sincerely, - j.~ Nicholas J. Redden, P.E. Plan Review Coordinator Department of Engineering Cc: Jon Dobosiewicz, Department of Community Services John Duffy, Director Carmel UtilIties Paul Pace, Distribution Greg Boyes, Hamilton County Surveyor's Office John South, Hamilton County Soil & Water Conservation District File Copy Department Review S:\DHILL\PROJREV04\CLA YBOURNE3 REVIEW 2 (.to ~... .' - Construction/Stormwater Pollution Prevention Plan . Technical Review antfCo;;"menf(Form 1) Project N arhe: · ~<:J; Plan Submittal Date: Hydrologic'Unit Code: Project Location Description: NW comer of 131st and SheIbome Rd Latitude and Longitude: not provided Civil Quarte'r: County: Hamilton 5120201120070 NE Section: 30' 18N 3E == o .- ~ Project O'w'ner Nal11e~ Boomerang Development E Contact: Chris Worth ~ Address: ,11911 Lakeside Drive ~ ~ City: Fishers ~ .~ Phone: ' ~ ~ State: IN Zip: 46038 317-849-760'7 FAX: E-Mail: Plan Preparer Name: Mr. Cort Crosby Affiliation: Schneider Corp. Address: 8901 Otis Avenue City: Indianapolis Phone: 317~826-7100 ,FAX: State: IN 317-826-720'0 Zip: 46216 E-Mail: .crosby@schneidercorp.co~ 'I ( ; Review.Date.: 0'9/27/04 ~ Principal Plan R'eviewer: John B. S.outh P.E.. CPE~C .~ A'gency:' : Hamilton County Soil and Water' Cons'ervation District (1j . ~ Address: 1108 South 9th Street ; City: N oblesville ~ Phone: 317 -773-2181 As'sJstc<l By: FAX: State: IN 317-776-1101 Zip: 46060' E-Mail: john-south@iaswcd.org :-1 PLAN IS ADEQITA1"E: A comprehensive plan review has been completed and it has been determined that the plan satisfies, the minimum re,quirements and intent of 327 lAC 15-5. o Please refer. to additional information included on the following page(s). E]Submit Notice of Intent (NOI): Attach a copy of this cover page when subfnitting the NOI to the Indiana Department of Environmental Management. Construction activities may begin 48 hours following the submittal of the NO!. A NOI must also be sent to the SWCD, o A preliminary plan review has been completed; a comprehensive review win not be completed within the 28-day review period. Th~ reviewing authority reserves the right to perform a comprehensive review at a later date and revisions to the plan may be required at that time to address deficiencies. , o Please refer to additional information included on the following page(s). D, Submit Notice 'of Intent (NO I): Attach a copy of this cover page when submitting the NOI to the Indiana Department of Environmental Ma'nagement. Construction activities may begin 48 hours following the submittal of theNO!. A NOI must also be sent to the D PI.iA.N IS DEFICIENT: Significant deficiencies were identified during'the plan review. o Please refer to additional information included on the following page(s). o DO NOT file a Notice of Intent for this project. o DO NOT commence land disturbing activities until all deficiencies are adequately addressed, the pian re- submitted, and notification has been received that the minimum requirements have been satisfied. Plan Revisions Deficient Items should be mailed or delivered to the Principal Plan Reviewer identified in. the ~lan Review Section above. DNR, Division of Soil Conservation Page 1 of 2 Revised 12/09/03, Form 1 ii It -- Construction/Stormwater Pollution Prevention Plan - Technical Review and Comment Project Name: Claybourne Sec. 3 Date Reviewed: 09/27/04 The two issues that were discussed- show seeding of the common area this fall and native vegetation for the north end of pond #5. Recommend the native veg.. extend to the property line. cc: Carmel, Surveyor, File DNR, Division of Soil Conservation Page 2 oI2 Revised 12/09/03 - ~~ Schneider e September 16, 2004 Angelina Butler Carmel DOCS One Civic Square Carmel, IN 46032 RE: Claybourne, Section 3 Secondary Plat and Construction Plans TSC Job # 3690.003 Dear Angie, The Secondary Plat and Construction plans have been revised according to the Carmel T AC Comments. Revisions requested by Carmel DOC~S are as follo~/s: Plat 1. 2. 3. 4. 5. 6. 7. Copies of the TAC transmittal letters are enclosed. The docket number has been added to the plat t... . .r The 50' R/W for 131 st Street is labeled. - J\ U -t The 45' R/W for Shelboume Road is labeled. - "'-0.\ + The surveyor certification vlill be added after revisions and final checking. The lot widths have been corrected. - \ O~ 2. \ LP - 50' <<AJ Dolan way was design,ed as 36' as desired by Carmel DOCS. The previous portion of Dolan Way in Section 2 had been reduced to 30' during the review process but later modified at the intersections to accommodate the islands. 8. r\ copy of the covenants will be provided by the developer. .[\^~ r~ ~\DlY-- .L \..... . C.J?lCi' \Oli~< \\.~ .J Of - "l <6 - ()'-"t Construction Plans 9. The path is substantially the same as it\vas on the Primary Plat except where we were asked to stub to the west and now where we have been asked to move Lake 5 to accommodate possible future lacrosse fields. 10. The Path has been stubbed to the west. 11. The path along Shelbourne Road stubs to the north adjoiner. 12. The driveway detail has been revised. 13. The easement labels have been turned on for the landscape plans. 14. Comments were provided by Scott Brewer regarding Ash species and they have been removed. An approval letter from Scott Brewer will be provided as soon as it is received. Please approve these revised plans or call me if you have any questions. 'J.'1 '?JDtD S incerel y, \:1 J. Cort Crosby P.E. Proj ectEngineer r: \3 k\3 690\003 \docs\docs.doc THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216-1037 317-826-7100 Toll free 800-898-0332 Fax 317-826-7200 www.schneidercorp.com e '~ Schneider e September 16, 2004 Paul Pace Cannel Utilities 130 1 st Ave, SW Cannel, IN 46032 RE: Claybourne, Section 3 Secondary Plat and Construction Plans TSC Job # 3690.003 Dear Mr. Pace, The Secondary Plat and Construction plans have been revised according to your review comments dated July 13, 2004. The revisions are: 1. The warning tape note has been added. 2. The ductile pipe is noted in the general notes. 3. The 1" service lines are indicated in the legend and notes. 4. Record drawings will be provided after the project is constructed. 5. Lateral markers have been revised to be marked with 6' ofPVC pipe. 6. The restained joint chart is on sheet C704. 7. One set of revis~d plans is attached for your use. Please approve these revised plans or call me if you have any questions. Sincerely, &C J. Cort Crosby P.E. Project Engineer r:\3 k\3 690\003 \docs\calnelutilities.doc THE SCHNEIDER CORPORATION Historic FortHarrison 8901 Otis Avenue Indianapolis, Indiana 46216-1037 317-826-7100 Toll free 800-898-0332 Fax 317-826~7200 www.schneidercorp.com -- .~~ Schneider tit September 16, 2004 Gary Hoyt Cannel Fire Marshall 2 Civic Square Cannel, IN 46032 RE: Claybourne, Section 3 Secondary Plat and Construction Plans TSC Job # 3690.003 Dear Mr. Hoyt, The Secondary Plat and Construction plans have been revised according to your review comments dated July 14, 2004. The revisions are: 1. No buildings are associated with this set of plans. 2. The fire hydrant markers in the street have been added. Please approve these revised plans or call me if you have any questions. Sincerely, ~c J. Cort Crosby P .E. Project Engineer r: \3 k\3 690\003 \docs\camelutilities. doc THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216-1037 317-826-7100 Toll free 800-898-0332 Fax 317 -826-7200 www.schneidercorp.com e e September 16, 2004 Greg Hoyes Hamilton County Surveyor One Hamilton County Square, Suite 188 NoblesvHle, IN 46060 RE: Claybourne Section 3 TSC Job # 3690.003 Dear Greg, The Secondary Plat and Construction Plans for Claybourne, Section 3 have been revised according to the T AC comments. The revisions and responses corresponding to your comments are as follows: 1. Yes, the project is in the jurisdiction of the City of Carmel. 2. No well head protection issues are involved with this project. 3. The storm sewers will be regulated drains. 4. The project does have some area draining to Lion Creek. 5. The following forms and appropriate fees are enclosed for your approval: petition for regulated drain, non-enforcement for the Claybourne 3 arm and Claybourne Block L arm, outlet permits for the Albert Shaw Drain and the Lion's Creek Drain. The bonds will be based on the bid amounts from the contractor and supplied by the developer. 6. Lion Creek is now identified on Sheet C1 02 and other sheets in the plans. As discussed the entire Common Area 5 will be a drainage easement. 7. The detail OD-4 has been added and a note has been added to the plans regarding the improvements to Lion Creek. 8. The developer will contact the downstream property owners to request the ^ regulated drain status of Lion Creek. 9. The developer will provide the documentation from contact with the downstream property owners. 10. The on-site meeting will be scheduled to discuss downstream improvements. 11. A copy of the updated drainage report is enclosed. 12. The path of the emergency flood routing flow is shown along the route with the lowest grades. There is no specific flow design criteria for the spillway to show. In this case the overflows would eventually reach Lion Creek near the northwest corner of the site. THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216-1037 317-826-7100 Toll free 800-898-0332 Fax 317 -826-7200 www.schneidercorp.com . tit Greg ,Hoyes September 16, 2004 Page 2 13.'Lake 5 has been moved to make room for athletic fields.and the outlet pipe. now discharges to Lion Creek on site. A note has been added to remove trees within 15' of the outlet pipe. 14. This portion of the site'was previously intended as part of Section 2. We added that storm sewer with the design of Section 2. 15. The pads are typically bigger than the homes. No homes will be built in the easements but we will revise the pad lines. 16. Trash guards have been added as requested. 17. The Hamilton County Surveyor storm sewer details have been added. 18. R-3501-TL and TR castings have been called out for two inlets. The R-3501-N is what we have always used. 19. The stamped note for "dump no waste - drains to waterway" has been added to the details and referenced on the development plan sheet C1 03. 20. The drain tile note has been added to the development plan sheet C1 01. 21. The trees have been relocated or deleted on the landscaping plans as requested. 22. The developer's fax number has been added to the cover sheet. 23. Hopefully no further comments will be necessary. Please approve these plans or call me if you have any questions. Sincerely, J. ort Crosby P.E. Project Engineer e ~., Schneider e September 16>> 2004 John South Hamilton County Soil Conservation Service 1108 South 9th Street Noblesville, IN 46060 RE: Claybourne Section 3 TSC Job # 3690.003 Dear John, The Secondary Plat and Construction Plans for Claybourne, Section 3,have been revised according to the T AC comments. The revisions and responses corresponding to your comments are as follows: Section A A2. The 11 x 17 layouts are enclosed. A5.The land description is on the plat. The longitude and latitude have been added to the plan index on sheet C805 A 17. The existing vegetative cover has been labeled for the various different types. A 10. Lion Creek is now labeled. The existing pond to the north has been noted. Section B B2. The generic sequencing has been removed from sheet C805 and two separate sets of construction sequencing notes have been added to sheets C104 and C106 B4.The grading behind lots 248- 255 has been revised to control most of the runoff with a mound anda swale in stead of sheet drainage. Lot owners to the west already accepted over 20 acres of runoff from this site before it was developed. This has now been almost completely eliminated to meet your request. B5~ The note has been added to reconstruct the existing sediment basin outlet and seeding is shown in the basin. The proposed silt basin has been revised along with the new lake location. B11. The new sequencing notes are more specific on seeding. B12. Lake 5 and the common area have been changed. Section C C2. Yes most of the information is aboutconstruction. Additional information has been added on the post construction measures. C3. The post construction methods are better described in the index and the BMP manual is enclosed. THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216-1037 317-826-7100 Toll free 800-898-0332 Fax 317-826-7200 www.schneidercorp.com -- . John South September 16, 2004 Page 2 C4. Lakes and their maintenance are the primary BMP's. The BMP manual is enclosed. C5. The post construction maintenance items are discussed in the BMP manual. Please approve these plans or call me if you have any questions. tit ~~ Schneider . September 16,2004 Gary Duncan Carmel City Engineer One Civic Square ,Carmel, IN 46060 RE: Claybourne Section 3 TSC Job # 3690.003 Dear Gary, The Secondary Plat and Construction Plans for Claybourne, Section 3 have been revised according to the T AC comments. The revisions and responses corresponding to your comments are as follows: General Information 1., This is the same plan as the approved by Carmel in the Primary Plat stage. 2. All of these agencies have been provided plans for review. 3. Any Board of Works approvals other than those already applied for will be submitted separately from these plan revisions. The secondary plat will be checked and submitted for Board of Works approval. 4. Once approved, 8 sets of plans will be submitted for stamping and distribution. 5. Consent to Encroach requests will be submitted separately if needed. 6. Carmel Utilities' comments will be addressed. 7. Carmel Utilities will be contacted for water locations. 8. Thank you for the procedural information. 9. Bonds will be provided by the developer. 10., Availability fees will be paid by the developer. 11. Block N has a sign at the entry on Shelbourne Road. Since no signage is planned in Block P, it will be deleted. 12. The updated calculations with the revised lakes are enclosed. 13. The drainage calculations with the revised lake are enclosed. 14. Development plans These islands have been planned according to the details provided by the Hamilton County Highway Department. All of the dimensions are shown in the larger scale details on C301, C302 and C303. The median dimensions have been added to the development plans. They are also shown on the entrance plan and intersection sheets. The developer will construct the asphalt paths. The ramp has now bee ged to concrete between lots 205 and 206. THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216-1037 317-826-7100 Toll free 800-898-0332 Fax 317 -826-7200 www.schneidercorp.com It e Gary. Duncan September 16, 2004 Page 2 The lake is not in a wellhead protection area and will not be lined unless soils conditions during construction indicate that a liner is needed. Similarly, Lake 7 is not in a well head zone or planned to be lined. The flood route for lake 6 was on the Section 2 plans but has been turned on. The flood routing for Lake 5 was already shown but has now been revised. The ultimate outlet is Lion Creek. MFPG's have been added to all lots adjacent to lakes. MFPG are relative to the 1 DO-year storm elevation. Emergency flood routing is typically above the 1 DO-year levels. There is no designed flow rate or calculated flow depths with the flood routing, just consideration for where the storm water would flow through before ever reaching the pad elevations. This has been accounted for. The bottom elevations have been added for Lakes 5 and 7. Prior to the submittal you are quoting, there were no discussions with this office about bringing drainage into Lake 5 on this. site. After TAC, enough coordination has occurred to determine that no project will be bring water on to this site from the north. The flow north from Lake 5 would cross the existing gravel driveway and flow north to the existing lake., This is where the water currently drains and more importantly, where we were required to send the water during the Primary Plat review because it was insisted that we not take away the watershed to the existing lake. Much time, effort and expense was spent accomplishing the design objective. Now, without regard for the previous demands to keep the water flowing north or the cost of this change, we have been required to redesign and direct the water west directly to Lion Creek. We have done that. True. The walk on the west side Amundson Drive was deleted as part of . Claybourne, Section 2 in favor of the connection to the perimeter pathway and landscaping. The entrance on Shelborne Road is fully dimensioned on the development plan and entrance plan. MFPG's have been added to all lots adjoining a lake.common area even though walkouts are not planned. Lake was approved and constructed more than a year ago. Discharge from Lake 6 is based on the surveyor's requirements for detention and far exceeds the requirements. The emergency flood routing would leave this site at the Dolan Way stub street in Section 2 or continue' along the rear yard swale to the north . depending on the grading of the future site at the stub street. The ground to the west is considerably lower than this site all along the west boundary. Dimensions for the auxiliary lanes on She.lbourne Road are shown on C301 and have been added to the development plan. The street layout was completed and approved with the Primary Plat. We would consider street design like this on future proJects. e It Gary Duncan September 16, 2004 Page 3 A swale was added behind lots 249-258. The inlet spacing was based on flows for lack of any standard. We can accommodate such design requests if we know about them ahead of time. 15. Street Plans The note has been added to the street plans and storm sewer plans. The street and RIW dimensions have been added to the street plans. No vertical curves are planned. 16. Entrance Plan The digital files for the project across Shelbourne Road have been inserted. The approved plans for this Primary Plat were given to Stoeppelwerth for their use in aligning the driveways. All of the pavement widening has been completed with previous sections. We are only adding the accelldecellanes now with shoulders. On the entrance plan, a stop bar is shown at the entrance along with a lane line and turn arrow. These marking are called out as thermoplastic. No other pavement striping is planned. The entrance with is now 24'. The pavement section has been revised. 17. Cul-de-sacs and Intersections The medians are designed per the Hamilton County Highway details. The turning radius should be fine but if you want the islands removed, that would be fine too. Street signs will meet the Carmel ordinances. 18. Sanitary and Storm Sewer Profiles Water Crossings are shown. The water can be dipped below other utilities when needed so there are no conflicts. There is no standard requiring a minimum slope of 0.30%. Industry standard is that the velocity must remain above two and one half feet per second when flowing full and is specified in.many ordinances around central Indiana and in nearby states. This establishes a different minimum slope for each pipe size. All of the storm sewers we design have a velocity of 2-1/2 feet per second or greater. Design requests like this one could be incorporated into future designs as long as we know aboutthem in advance, although I strongly disagree with this one. Storm structures 255.and 256 have been revised along with several other to meet this new, standard. The Hamilton County Surveyors office did notrequire an extra.manhole on this line and it is theirs to maintain. 19. General Details - The details have been replaced. -The path cross-section has been modified to your standard. ;... The SSD.locations have been changed. -- ..""..,~,;;"'.I e Gary Duncan September 16,2004 Page 4 ~Thedriveway detail has been revised as noted. - The sidewalk detail has been revised and the joint note has been added to the driveway detail. - The notes have been added. - The SSD has been moved. - The pavement sections have been revised according to your comments. 20. General Details -The note has been added. Please approve these plans or call me if you have any questions. Sincerely, Jct~. Project Engineer - 1", """~" ~~ Schneider - July 1 , 2004 Greg Hoyes Hamilton County Surveyor's Office One Hamilton County Square, Suite 188 Hamilton County Judicial Center Noblesville IN 46060 RE: Claybourne, Section 3 Secondary Plat & Construction Plans TSC Job #3690.003 Dear Greg: One copy of the secondary plat and construction plans for Claybourne, Section 3 is enclosed. These plans will be reviewed at the July 21,2004 Carmel TAC meeting. \""' " Please forward your review comments to me orcall if you have any questions. Sincerely, r4~.~l J. ~ Crosby, PoV Project Engineer JCC/cct - Enclosures r:\3k\3690\003\docs\tac072104.doc THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216-1037 317-826-7100 Toll free 800-898-0332 Fax 317-826-7200 www,schneidercorpcom It.... "'t.- ~.,.r'..... ~~ Schneider e July 1 , 2004 Dick Hill Dept. of Engineering One Civic Square Carmel, IN 46032 RE: Claybourne, Section 3 Secondary Plat & Construction Plans TSC Job #3690.003 Dear Dick: One copy of the secondary plat and construction plans for Claybourne, Section 3 is enclosed. These plans will be reviewed at the July 21,2004 Carmel TAC meeting. Please forward your review comments to me or call if you have any questions. Sincerely, r4~c'L J. ~ Crosby, P.V Project Engineer JCC/cct Enclosures r:\3k\3690\003\docs\tac072104.doc THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216-1037 317-826-7100 Toll free 800-898-0332 Fax 317-826-7200 www.schneidercorp.com It "" .',c.J>.'" ~.., Schneider e July 1, 2004 Jay Alley Clay Township Regional Waste District 1 0701N. College Ave., Ste. A Indianapolis, IN 46280 RE: Claybourne, Section 3 Secondary Plat & Construction Plans TSC Job #3690.003 Dear Jay: One copy of the secondary plat and construction plans for Claybourne, Section 3 is enclosed. These plans will be reviewed at the July 21,2004 Carmel TAC meeting. Please forward your review comments to me or call if you have any questions. Sincerely, p<JC!~t/L J. ~ Crosby, PoV Project Engineer JCC/cct Enclosures r: \3 k\3 690\003 \docs\tac072 104 .doc THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216-1037 317-826-7100 Toll free 800-898-0332 Fax 317-826-7200 www.schneidercorp.com It ~~ Schneider - July 1, 2004 John Dobosiewicz Carmel Department of Community Services One Civic Square Carmel, IN 46032 RE: Claybourne,Section.3 Secondary Plat & Construction Plans TSC Job #3690.003 Dear John: One copy of the secondary plat and construction plans for Claybourne, Section 3 is enclosed. These plans will be reviewed at the July 21,2004 Carmel TAC meeting. t'" Please forward your review comments to me or call if you have any questions. Sincerely, P<}~"~l Jo~CroSbY, PoV Project Engineer JCC/cct Enclosures r:\3k\3690\003\docs\tac072104.doc THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis. Indiana 46216-1037 317-826-7100 Toll free 800-898-0332 Fax 317 -826-7200 www.schneidercorp.com - ~., Schneider . July 1 , 2004 Greg Cammack SSC 5858 Ne College Ave. Indianapolis, IN 46220 RE: Claybourne, Section 3 Secondary Plat & Construction Plan's TSC Job #3690.003 Dear Greg: One copy of the secondary plat and construction plans for Claybourne, Section 3 is enclosed. These plans will be reviewed at the July 21, 2004 Carmel TAC meeting. Please forward your review comments to me or call if you have any questions. Sincerely, r4~"<L J. ~ Crosby, P.V Project Engineer JCC/cct Enclosures r:\3k\3690\003\docs\tac072104.doc THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216-1037 317-826-7100 Toll free 800-898-0332 Fax 317-826-7200 www.schneidercorp.com . ~.., Schneider . July 1, 2004 L. Joe Cook Hamilton County Sheriff's Dept. 18100 Cumberland Rd. Noblesville, IN 46060 RE: Claybourne, Section 3 Secondary Plat & Construction Plans TSC Job #3690.003 Dear Joe: One copy of the secondary plat and construction plans for Claybourne, Section 3 is enclosed. These plans will be reviewed at the July 21, 2004 Carmel TAC meeting. Please forward your review comments to me or call if you have any questions. Sincerely, r4~'L J. ~ Crosby, p,yY Project Engineer JCC/cct Enclosures r:\3k\3690\003\docs\tac072104.doc THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216-1037 317-826-7100 Toll free 800-898-0332 Fax 317-826-7200 www_schneidercorp,com . - July 1 , 2004 Dave Klingensmith Carmel Street Dept. 211 Second Street SW Carmel, IN 46032 RE: Claybourne, Section 3 Secondary Plat & Construction Plans TSC Job #3690.003 Dear Dave: One copy of the secondary plat and construction plans for Claybourne, Section 3 is enclosed. These plans will be reviewed at the July 21,2004 Carmel TAC meeting. Please forward your review comments to me or call if you have any questions. Sincerely, t4~<"L J. ~ Crosby, P.V Project Engineer JCC/cct Enclosures r:\3k\3690\003\docs\tac072104.doc THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216-1037 317-826-7100 Toll free 800-898-0332 Fax 317-826-7200 www.schneidercorp.com . ~~ Schneider e July 1 , 2004 John South Hamilton County Soil & Water 11 08 South 9th Street Noblesville, IN 46060 RE: Claybourne, Section 3 Secondary Plat & Construction Plans TSC Job #3690.003 Dear John: One copy of the secondary plat and construction plans for Claybourne, Section 3 is enclosed. These plans will be reviewed at the July 21, 2004 Carmel TAC meeting. Please forward your review comments to me or call if you have any questions. Sincerely, r4~<~l J..~ Crosby, PoV Project Engineer JCC/cct Enclosures r:\3k\3690\003\docs\tac072104.doc THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216-1037 317-826-7100 Toll free 800-898-0332 Fax 317-826-7200 www.schneidercorp.com . ~~ Schneider e July 1 , 2004 Mike McBride Dept. of Engineering One Civic Square Carmel, IN 46032 RE: Claybourne, Section 3 Secondary Plat & Construction Plans TSC Job #3690.003 Dear Mike: One copy of the secondary plat and construction plans for Claybourne, Section 3 is enclosed. These plans will be reviewed at the July 21,2004 Carmel TAC meeting. Please forward your review comments to me or call if you have any questions. Sincerely, P<}~<"l Jo~ Crosby, PoV Project Engineer JCC/cct Enclosures r:\3k\3690\003\docs\tac072104.doc 4<&:~ THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216-1037 317-826-7100 Toll free 800-898-0332 Fax 317-826-7200 www.schneidercorp.com e ~.., Schneider ' . July 1, 2004 Gary Hoyt Office of Fire Chief, Fire Station #1 Two Civic Square Carmel, IN 46032 RE: Claybourne, Section 3 , Secondary Plat & Construction Plans TSC Job #3690.003 Dear Gary: One copy of the secondary plat and construction plans for Claybourne, Section 3 is enclosed. These plans will be reviewed at the July 21, 2004 Carmel TAC meeting. Please forward your review comments to me or call if you have any questions. Sincerely, t4~'L Jo~CroSbY, PoV Project Engineer JCC/cct Enclosures r:\3 k\3 690\003\doc,s\tac0721 04.doc THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216-1037 317-826-7100 Toll free 800-898-0332 Fax 317-826-7200 www.schneidercorp.com e ~~ Schneider e July 1 , 2004 Ron Farrand Carmel/Clay Schools 5201 E. 131 st Street Carmel, IN 46033 RE: Claybourne, Section 3 Secondary Plat & Construction Plans TSC Job #3690.003 Dear Ron: One copy of the secondary plat and construction plans for Claybourne, Section 3 is enclosed. These plans will be reviewed at the July 21,2004 Carmel TAC meeting. Please forward your review comments to me or call if you have any questions. Sincerely, r4~'L J. ~ Crosby, P.V Project Engineer JCC/cct Enclosures r:\3k\3690\003\docs\tac072104.doc THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216-1037 317-826-7100 Toll free 800-898-0332 Fax 317 -826-7200 www.schneidercorp.com e ~-, Schneider e July 1, 2004 Michael Fogarty Office of Police Chief Three Civic Square Carmel, IN 46032 RE: Claybourne, Section 3 Secondary Plat & Construction Plans TSC ,Job #3690.003 Dear Michael: One copy of the secondary plat and construction plans for Claybourne, Section 3 is enclosed. These plans will be reviewed at the July 21, 2004 Carmel TAC meeting. Please forward your review comments to me or call if you have any questions. Sincerely, r4{!~~~~~/l J.~CroSbY, P'V Project Engineer JCC/cct Enclosures r:\3k\3690\003\docs\tac072104.doc THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216-1037 317-826-7100 Toll free 800-898-0332 Fax 317-826-7200 www.schneidercorp.com . ~~ Schneider - July 1 , 2004 John Duffy Carmel Clay Utilities 130 First Avenue SW Carmel, IN 46032 RE: Claybourne, Section 3 Secondary Plat & Construction P'lans TSC Job #3690.003 Dear John: One copy of the secondary plat and construction plans for Claybourne, Section 3 is enclosed. These plans will be reviewed at the July 21,2004 Carmel TAC meeting. Please forward your review comments to me or call if you have any questions. Sincerely, r4~~L J.~CroSbY, P.V Project Engineer JCC/cct Enclosures r:\3k\3690\003\docs\tac072104.doc THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216-1037 317-826-7100 Toll free 800-898-0332 Fax 317 -826-7200 www.schneidercorp.com e ~~ Schneider . July 1 , 2004 Bill Akers Carm~I/Clay Communications 31 First Avenue NW Carmel, IN 46032 RE: Claybourne, Section 3 Secondary Plat & Construction Plans TSC Job #3690.003 Dear Bill: One copy of the secondary plat and construction plans for Claybourne, Section 3 is enclosed. These plans will be reviewed at the July 21,2004 Carmel TAC meeting. Please forward your review comments to me or call if you have any questions. Sincerely, t4~<~-L J. ~ Crosby, P.V Project Engineer JCC/cct Enclosures r:\3k\3690\003\docs\tac072104.doc THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216-1037 317-826-7100 Toll free 800-898-0332 Fax 317-826-7200 www.schneidercorp.com e '-~ Schneider . July 1 , 2004 Mark Westmeir Carmel/Clay Parks Department 1055 Third Avenue SW Carmel IN 46032 RE: Claybourne, Section 3 Secondary Plat & Construction Plans TSC Job #3690.003 Dear Mark: One copy of the secondary plat and construction plans for Claybourne, Section 3 is enclosed. These pl~ns will be reviewed at the July 21,2004 Carmel TAC meeting. Please forward your review comments to me or call if you have any questions. Sincerely, r4~'.L J.~CroSbY, PoV Project Engineer JCC/cct Enclosures r:\3k\3690\003\docs\tac072104.doc THE SCHNEIDER'CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216-1037 317-826-7100 Toll free 800-898-0332 Fax 317 -826-7200 www.schneidercorp.com e ~~ Schneider e July 1, 2004 Ron Booher Cinergy PSI Customer Project Coordinator 1441 South Guilford Rd Carmel, IN 46032 RE: Claybourne, Section 3 Secondary Plat & Construction Plans TSC Job #3690.003 Dear Ron: One copy of the secondary plat and construction plans for Claybourne, Section 3 is enclosed. These plans will be reviewed at the July 21,2004 Carmel TAC meeting. Please forward your review comments to me or call if you have any questions. Sincerely, r4~"L J.~CroSbY, P.yY Project Engineer JCC/cct Enclosures r:\3k\3690\003\docs\tac072104.doc THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216-1037 317-826-7100 Toll free 800-898-0332 Fax 317-826-7200 www.schneidercorp.com . ~.., Schneider e July 1, 2004 Robert Hendricks Hamilton County Local Emergency Planning Committee 1717 Pleasant St., Ste. 100 Noblesville, IN 46060 RE: Claybourne, Section 3 Secondary Plat & Construction Plans TSC Job #3690.003 Dear Robert: One copy of the secondary plat and construction plans for Claybourne, Section 3 is enclosed. These plans will be reviewed at the July 21,2004 Carmel TAC meeting. Please forward your review comments to me or call if you have any questions. Sincerely, r4~'.L J. ~ Crosby, P.V Project Engineer" JCC/cct Enclosures r:\3k\3690\003\docs\tac072104.doc THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216-1037 317-826-7100 Toll free 800-898-0332 Fax 317 -826-7200 www.schneidercorp.com . ~~ Schneider e July 1, 2004 Scott Brewer Dept. of Community Services One Civic Square Carmel, IN 46032 RE: Claybourne, Section 3 Secondary Plat & Construction Plans TSC Job #3690.003 Dear Scott: One copy of the secondary plat and construction plans for Claybourne, Section 3 is enclosed. These plans will be reviewed at the July 21,2004 Carmel TAC meeting. Please forward your review comments to me or call if you have any questions. Sincerely, r4~/L J. ~ Crosby, P'V Project Engineer JCC/cct Enclosures r:\3k\3690\003\docs\tac072104.doc THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216-1037 317-826-7100 Toll free 800-898-0332 Fax 317 -826-7200 www,schneidercorpcom . ~.., Schneider . July 1, 2004 Steve Broermann Hamilton County Highway Department 1700 S. 10th Street Noblesville, IN 46060 RE: Claybourne, Section 3 Secondary Plat & Construction Plans TSC Job #3690.003 Dear Steve: One copy of the secondary plat and construction plans for Claybourne, Section 3 is enclosed. These plans will be reviewed at the July 21,2004 Carmel TAC meeting. Please forward your review comments to me or call if you have any questions. Sincerely, r4~'L J. ~ Crosby, P.V Project Engineer JCC/cct Enclosures r:\3k\3690\003\docs\tac072104.doc THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216-1037 317-826-7100 Toll free 800-898-0332 Fax 317-826-7200 www.schneidercorp.com . ~~ Schneider e July 1 , 2004 Chuck Shupperd Vectren Energy PO Box 1 700 Noblesville IN 46061-1700 RE: Claybourne, Section 3 Secondary Plat & Construction Plans TSC Job #3690.003 Dear Chuck: One copy of the secondary plat and construction plans for' Claybourne, Section 3 is enclosed. These plans will be reviewed at the July 21,2004 Carmel TAC meeting. Please forward your review comments to me or call if you have any questions. Sincerely, p<J~/l Jo~CroSbY, PoV Project Engineer JCC/cct Enclosures r:\3k\3690\003\docs\tac072104.doc THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis. Indiana 46216-1037 317-826-7100 Toll free 800-898-0332 Fax 317 -826-7200 www.schneidercorp.com . ~~ Schneider e July 1, 2004 Jim Blanchard Assistant Building Commissioner One Civic Square Carmel, IN 46032 RE: Claybourne, Section 3 Secondary Plat & Construction Plans TSC Job #3690.003 Dear Jim: One copy of the secondary plat and construction plans for Claybourne, Section 3 is enclosed. These plans will be reviewed at the July 21, 2004 Carmel TAC meeting. Please forward your review comments to me or call if you have any questions. Sincerely, P<}&t/L J. ~ Crosby, PoV Project Engineer JCC/cct Enclosures r:\3k\3690\003\docs\tac072I 04.doc THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216-1037 317-826-7100 Tol! free 800-898-0332 Fax 317-826-7200 www.schneidercorp.com e ~.., Schneider e July 1 , 2004 Jeff Farmer Brighthouse Networks 516 E. Carmel Drive Carmel, IN 46032 RE: Claybourne, Section 3 Secondary Plat & Construction Plans TSC Job #3690.003 Dear Jeff: One copy of the secondary plat and construction plans for Claybourne, Section 3 is enclosed. These plans will be reviewed at the July 21,2004 Carmel TAC meeting. Please forward your review comments to me or call if you have any questions. Sincerely, 4cL~A'~/L J. ~ Crosby, PoV Project Engineer JCC/cct Enclosures r:\3k\3690\003\docs\tac072104.doc THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216-1037 317-826-7100 Toll free 800-898-0332 Fax 317-826-7200 www.schneidercorp.com e ~~ Schneider e July 1 , 2004 Karen Pitts Carmel Postmaster/United States Postal Service 275 Medical Drive Carmel, IN 46032-9998 RE: Claybourne, Section 3 Secondary Plat & Construction Plans TSC Job #3690.003 Dear Karen: One copy of the secondary plat and construction plans for Claybourne, Section 3 is enclosed. These plans will be reviewed at the July 21, 2004 Carmel TAC meeting. Please forward your review comments to me or call if you have any questions. Sincerely, r4~/L J. ~ Crosby, P.V Project Engineer JCC/cct Enclosures r:\3k\3690\003\docs\tac072104.doc THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216-1037 317-826-7100 Toll free 800-898-0332 Fax 317-826-7200 www.schneidercorp.com e ~.., Schneider It July 1 , 2004 Brian Houghton Jones & Henry 2420 N. Coliseum Blvd, Ste. 214 Ft. Wayne, IN 46805 RE: Claybourne, Section 3 Secondary Plat & Construction Plans TSC Job #3690.003 Dear Brian: One copy of the secondary plat and construction plans for Claybourne, Section 3 is enclosed. These plans will be reviewed at the July 21, 2004 Carmel T AC meeting. Please forward your review comments to me or call if you have any questions. Sincerely, r4~/L J..~ Crosby, P'V Project Engineer JCC/cct Enclosures r:\3k\3690\003\docs\tac072104.doc \, THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216-1037 317-826-7100 Toll free 800-898-0332 Fax 317-826-7200 www.schneidercorp.com JUL 30 '04 10:02AM e - P . 1/3 ~, July 27, 2004 ~7(eJlt('11 c. 'UJtll"tt Su.rveyor (J>fiollr. (3.17) 77";-84~)$ · fax (317) 776-~,,:;,"8 l~UUC! 188 lJnl' ..?-{nmiltcm COU171y ~"ll1n"(: J\( obleslJilLe 1 f Ifdfn,ra 4-(;0 c;O-.:l.2 J ~') The Schneider Corporation ATTN~ Cort Crosby 8901 Otis Avenue Indianapolist IN 46216-1037 VIA FACSIMILE: 826-7200 I (\ ~ ,J) '-J 6~'i0 Re: Claybourne Section 3 Dear Mr. Crosby: We have reviewed the construction plans submitted to the Hamilton County Surveyor's Office on July 14~ 2004 for this project and have the following comments: 1. The proposed project falls in the jurisdiction of the City of Carntel 2. The proposed project DOES NOT fall in a Carmel Wellhead Protection Zone. 3. This project will be a Hamilton Co,unty Regula.ted Drain Subdivision. 4. The proposed project falls in the Lion Creek Watershed. s. Please submit the followillg procedural items to this office, petition for regulated subdivision; 2 subdivision non-enforcement agreements (1 for Claybourne Section 3 arm and 1 for Claybourne Block L arm), outlet permit, engineer's estimate, and all associated bonds for 120% of construction cost. The applications are available on our website at http://www.oo.harnilton.in.us. go to Departments, Surveyor, and Forms. Please Dote ,a new Petition for Regulated Drain S\lbdlvtsioD is posted on the website. 6. Please show Lion Creek in the construction plans. this is a mapped creek on the USGS Quad Maps" and does fall on this proposed project. The Hamilton County GIS Mapping show many tributaries to Lion Creel{ on the parcel and they also must be shovvn in the construction plans. Lion Creek and any tributaries that carry point discharge from this site will become regulated drains.. '----. JUL 30 '04 10:03AM P.2/3 e e 7 . Improvements will be required to this existing creek as outlined in Hamilton County Ordinance 4-26-99-C(4), The improvements will include, but not limited to, obstruction and debris removal from the water channel, removal on dead or leaning trees along the channel bank, repair of any eroded areas in the channel, bank comer armorment, and clearing to HCSO Standard Detail OD-4. 8. In accordance with Ordinance No. 4...26-99-C, #5, the developer needs to contaot owners dO\V11stream of the outlets, west of the site, until the point where it reaches Little Eagle Creek. This must include the property ownets in Boone County and it crosses 5 different parcels with 3 property owners in Hamilton County. This is to detennine if the downstream owners wants the existing open ditch or waterway to become regulated, and to notify them of their rights to appeal any_approval of the design. 9. Provide written documentation of the notification and the outcome to this office. Downstream improvements to this natural watercourse will be required unless documentation is provided from the property owners that they do not want to become part of the regulated drain, 10. After completing above item #8, please schedule an on-site meeting with the engineering firm, developers contraotor (if selected) and this office to detennine the scope of work for the downstream improvements. 11. Please submit drainage calculations for this section of Claybourne. 12. Please show and oross-section an emergency spillway and emergency routing at the 100 year elevation. The elllergency routing must have a positive fall route away from the pond to an adequate outlet. 13. The outlet of proposed lake #5 will need to be piped west to Lion Creek, instead of north to the existing pond. The north pond is not an adequate outlet and wo\tld take contacting the property owners and major improvements. The pipe,running west should have no tree within 15' from the center line of pipe (run the pipe 15' from the existing tree drip line). 14. The current design is adding a seoond outlet, to a completely different watershed, to Lake #3. What is the purpose of this and why is the design breaking watersheds? 15. The building pads for lots 231, 232, 2357 237~ 257, and 258 and encroaching into the regulated drain easement. Please move these pads out of the easements, as no structure will be allow to be built within the easement. 16. Trash guards will be required on structures 334, 336, 265, E267, 314, and 332 (if it remains). JUL 30 '04 10:03AM P.3/3 e e 17. Please add the fol1owin.g HCSO Standard Details: 0-5, SSD-l, OD..4~ OD-7, D- 12, and D-21. 18. Please consider using castings that are designed for bi-directional flow in the "sagU of the streets. The acceptable castings are Neenah 3501-L2 or East Jordan 749S~M4t The Neenah (or equivalent) 3501 TR or TL should be used when a single direction of flow enters the inlet. 19. All casting should be labeled "Dump No Waste - Drains to Water\Vay," which are readily available now from local casting distributors. Please add a note to the construction plans that will make the contractor aware of this requirement. 20~ Please add a box note with the following language to the development plan: HAll existing ofI.site drain tiles that are encountered shall be tied into the proposed storm sewer system with a positive outflow." Any tile that are encounter that stay completely on-site must be crushed and a.bandon. 21. The landscape plans show a few trees shown within the regulated drainage easement and over the regulated storm pipes. No landscape planting will be permitted or allowed within the proposed regulated drainage easements or within 15' either side of the center line ofa regulated drain per Indiana Code 36-9-27- 33(d). Please try to move tree around in the rear of lots 231-232, south-west comer of lot 192, and the entrance median on Shelbome Road. 22. Please include the developer's fax number on the cover sheet of the construction plans. 23. Please note that further co.mments may be necessary at a later date. Should you have any questionst I can be reached at 317...776-8495. ,Sincerely, J/jOIJ ~ ~;Jyes Plan Reviewer Cc: Jon Dobosiewicz - Carmel DOCD John South - HCSWCD Dick Hill - Cannel Engineering Chris Werth --- Boomerang Development ~ ! . , . I , ';:' ':,,: " ,', ,U:, : I . I I I ': I I I I' I " . I . I I . . I . . " I" . . ~ ~ . ~ I . . . 7/21/2004 'zoo W1 C'NERc;~ Da~: 7/21/2004 To; Chris Werth From:' Toby Phi1tips RE: Pole Relocation on 131 9t & Shelboume Rd Looking at the current situation with the pole relocation, we are within two to three feet of the existing right away. Ifwe do decide the pole must be relocated, the cost will be passed on to you since there is no iadditional :r;evenue. The cost to move a three-phase pole is typically :arou;ii:~, five thousand dollars per pole. If you have any questions feel fre~!;t~ipall. , , , , . I. . :.:",' I, ' , " '. . Toby Phillips TP r.::r'l r"f T A C al""'f an h. T _ T r\ '\.T r.-r ~ T T 1'"\ ^ n n h ^ I I I .....,.. ..~..... ........ ~ ... _.-.. _.......... _ . _ _ ... ~ .. -f' J \. " <# ""- EL " ...~ C1 ].Ai\'1ES BR-\INARD, MAYOR j~ .. I July 20,2004 Mr. J. Cort Crosby, P .E. The Schneider Corpor,atj6n 8901 Otis Avenue Indianapolis, IN 46216-1037 . ~ ~. ';": RE: Claybourne, Section 3-Project Revie,v #1 Dear Mr. Crosby: We have reviewed the construction plans submitted for the July 21 Technical Advisory Committee meeting. We offer the following comments: GENERAL ~FORMATION 1. The project site is located within current City of Carmel Corporate Limits. As you are aware, this w~be' our fITst review of this subdivision since the area was annexed. 2. Jurisdictions: . Streets and Right of Way - City of Carmel. · Water - City of Carmel. · Sanitary Sewers - Clay TO\Vllsmp Regional Waste District · Storm Sewers/Drainage - Hamilton County Surveyor's Office / City of Carmel. . Regulated! Legal Drains - Hamilton County Surveyor's Office. 3. Board of Public Works and Safety Requirements: . Water Availability · If an irrigation system is planned for this development, additional Board of Public Works and Safety W ater Availability approval will be required. This also applies to planned swimming pools and/or clubhouse/poolhouse facilities. · Temporary Construction Entrance (if applicable and if located at a location other than planned permanent entrances) · Please be advised that any open cuts of dedicated streets will require separate Board of Public Works and Safety approval. · Any permanent improvement (including irrigation systen1S) to be installed within dedicated right of way or dedicated easements. This approval would require a Consent to Encroach Agreement between the O\vner and the City of Carmel. · Secondary Plat approval. I am also enclosing a schedule for Board of Public Works and Safety meeting dates and agenda deadlines for your use. Please use the Engineering Department deadlines for submissions to the Board. Any submission to the Board requires prior approval by the Carnlel Clay Plan Commission and/or the Board of Zoning Appeals (if applicable) and completion of review by the Technical Advisory Conlnlittee. All Jvrittell requests to be placed on the Board's agenda nlllst include the appropriate Docket Number and the date (or dates) of approval by the Plan Comnlission und/or the Board of Zoning Appeals (if applicable). DEPARTMENT OF ENGINEERING ONE CMC SQUARE, CARIvIEL, IN 46032 OFFICE 317.571.2441 FAX 317.571.2439 EMAIL engineering@ci.carInel.in.lls, - '\ "".J ..;-. Mr. J. Cort Crosby, P.E. July 20, 2004 Page 2 .'.' ~ J'\t:'.;."_ 4. T.A.C. ReviewlDrawings submitted for approval: We request that all comments and comment letters generated by this office be answered in writing and be accompanied by a drawing reflecting requested revisions. Final drawings will not be approved for construction until all Engineering Department and Utility Department issues have been resolved. The design engineer must certify all drawings submitted for final approval. Because of the dual jurisdiction benveen the City of Carmel and the Hamilton County Surveyor, .this office will require a minimum of eight-sets of drawings for approval after all issues have been resolved. Th~ drawings will be stampegas approved and will be signed by the City Engineer and the Director"ofCarmel Utilities. The eIght sets will then be sent to the Hamilton County Surveyor for approval and signatures. Three approved sets are to be returned to the City of Carmel Engineering Department. The Hamilton Surveyor will retain two sets. The Developer, Engineer and Contractor will each receive one set. 5. Please be advised that any installation of signs, walls, irrigation systems, etc. within dedicated right of way or 'dedicated easements will require a Consent to Encroach Agreement with the City of Carmel's Board of Public Works and Safety. 6. Carmel Utilities should be provided drawings for review of water issues. They will provide a separate review regarding these issues. Pleas~ J~ssure that Carmel Utilities is on the distribution li~t for all drawings and drawing revisions. ' 7. Ca~~l Utilities does not subscribe to "Holey Moley" and should be contacted directly for all water main locations. 8. I ~ including copies of the following with this correspondence: . ,~'~ Subdivision Project Approval Procedures . Performance Release Procedure . Subdivision Building Permits . Permit Data, Contacts, etc. . Subdivision Signage Requirements BONDING REQUIREMENTS 9. Individual Performance Guarantees will be required for the following subdivision improvements: · Streets . Curbs . Water Mains . Storm Sewers/Drainage (dependant upon jurisdiction) . Monuments and Markers (dependant upon jurisdiction) . Street Signs . Sidewalks (interior builders lot sidewalks and perimeter right of way sidewalks/right of way sidewalks adjacent to common areas may be bonded separately). The amount of the Performance Guarantee is based upon a Certified Engineer's Estimate for 100% of the cost of labor and materials to construct the individual improvements, to be provided by the design engineer. Please provide detailed Engineers Estimates for each improvement including un~t costs, quantities, materials and types of materials, etc. Upon completion and release of individual :Performance Guarantees, a three-year Maintenance Guarantee will be required. The Maintenance Guarantee amount is based upon 15% of the Performance amount for Streets and Curbs and 10% of the Performance amount for all other improvements. Performance Guarantees may be Performance or Subdivision Bonds, Irrevocable Letters of Credit, Cashier's Checks or Certified/Official Checks. Please reference the enclosures for more detailed explanation of our procedures. ;s': Mr. J. Cort Crosby, P.E. July 20,2004 Page 3 " ~ ; "'.4: AVAILABILITY AND CONNECTION FEES 10. Availability (acreage) Fees m\lst be paid after all other Engineering Department requirements have been satisfied and prior to'.'start of construction activities (the exception is that you are C}.llowed to move dirt on site). Availability Fees are based upon total platted acreage for the development at the current rate of$1,010.00 per acre for Water Availability. Based upon the secondary plat indicated acreage,. the follo\ving Availability Fees would apply: Water -73.261 Acres @ $ 1,0 1 O.OO/Acre = $ 73,994.00 Connection fe,es are currently $1,310.09, for water per single-family residence. Connection Fees are paid wh~fi~the infrastructure has bebn :completed, satisfactory test results obtained and the subdivision has been released for permits. Connection Fees are paid on a Der-lot basis. . lfan irrigation system, swimming pool and/or clubhouse are planned for this, or any fllture section of the development, additional Water Connection Fees will be assessed based,upon the recomnlendation of the Director of CarnIe I Utilities. COMMENTS-SECONDARY PLAT 11. vVhy are Blocks Nand P Common Area designated as a signage easement? COMMENTS-CONSTRUCTION PLANS 12. We'~~ve engaged Crossroad Engineers to review all storm drainage plans and drainage calculations submitted to this office for review. We will share these reviews with you as they are r~ived. 13. pIfase provide this office with a set of drainage calculations as soon as possible. 14. Sheet C101, C102, CI03 ~ Development Plan . Why are the medians on Dolan Way at Antonia Boulevard, Caswell Drive and Amundson Drive offset? Please indicate back of curb to back of curb pavement widths at large and small portions of the medians. Assume the median island tapers are a traffic-calming feature? · Show back of curb to back of curb pavement widths at the median at the entrance and at the median on Antonia Boulevard. · Will the asphalt path on Antonia Boulevard be constructed by the homebuilder or by the Developer? · Will the intersection of the path and sidewalk in the area between lot 206 and 205 be as indicated or will the concrete sidewalk be~continuous through the asphalt path? Likewise, will the area between the curb and the sidewalk be concrete or asphalt? If a handicap ramp is required, it appears it should be concrete. . Is Lake #5 located within a wellhead protection area? Will this lake be lined? · Same question regarding Lake #7. · Has there been an Emergency Flood Route established for either Lake 5 or existing Lake 6? · What is the ultimate outlet for the Emergency Flood Routing from Lake 7? · Will there be basements and have Minimum Flood Protection Grades (M.F.P.G.) been established along the Emergency Flood Route from Lake 7? · Please show the bottom elevations for Lake 5 and 7. · Another submittal states connectivity with Lake 5. Has coordination of calculations and overflow route occurred? · Where does overflow go to the north? · There is no walk on east side of Amundson Drive. · Please dimension entrance off of Shelbome. · Are MFPG needed along lots north of Dolan Way? Are walkout basements planned? Mr. J. Cort Crosby, P.E. July 20, 2004 Page 4 ,>' ""' ; '.4 . Confirm with development to the north that discharge from existing Lake 6 is being accommodated. . Does flood route contfuue west of Salamone Way? Please indicate on Sheet CI02. . Dimension auxiliary lane and taper lengths on SheIborne on the Development Plans. . Is it possible to turn Penniger Drive to allow thru traffic to continue and have Salamone Way cul-de-sac enter, not as a tee, but as a curve? Same question at intersection of Teague Place on south end? . Ar~:iYQU planning a swale we~t pfLots 249-258? This Department requests that no more than 3'~lots be served by swai~' without an inlet. . Please indicate flow arrows and label all slopes (1 % minimum slope). 15. Sheet C201, C202, C203, C204 - Street Plan and Profile . We require a minimum cover distance of 12-inches, from top of pipe to bottom of pavement section (aggregate course) on all street pipe crossings. Please place this notation on all appropriate sheets. . Show right of way dimensions and back of curb to back of curb pavement widths including median areas. . There are no vertical curves indicated on the street profiles. Are any vertical curves planned? 16. Sheet C301 - Entrance Plan . ')h the Shelborne Road entrance (Dolan Way) aligned with a proposed entrance (Stanford .. Park) on the east side of Shelborne Road? If so, we would request that the proposed Stanford ~ Park entrance be included on the Claybourne Entrance Plan. Our concern is to assure that adequate through lanes (1 north, 1 south), left turn lanes (1 north to west and 1 south to east if applicable) and accel/decellanes are provided at this entrance. . Was there a commitment to widen the west half pavement of SheIborne Road and the north half pavement of 131 st Street adjacent to the Claybourne development? The Engineering Department's normal request regarding perimeter roads would be to extend the existing half pavement width from to IS-feet with 3-foot wide stone shoulders. . Please provide a pavement striping/marking plan. We require thermoplastic striping and markings. . The entrance pavement \vidth of 18-feet on the Island Detail is acceptable. The exit pavement width of 12-feet is marginal. Has the Carmel Fire Department signed off on this width? We request a minimum width of 18-feet at entrances with medians. . Edit Section "A-A" to be 1.5 #11 surface 5" 5D base and 10" #53 stone. 17. Sheet C302, C303 - CuI De Sacs & Intersection Details. . Concerned with the pavement widths at the median locations. Appears that fire equipment may have a difficult time making the turn radius at these locations. · Be aware that the placement of all permanent subdivision traffic control signage is governed by Ordinances under the jurisdiction of the Carmel City Council. 18. Sheet C401, C601 Sanitary / Storm Sewer Plan & Profiles . Recommend showing water crossings on sanitary and storm profiles to check for conflicts. . On instances were storm pipes are less than 0.3% slope (City of Carmel minimum), please provide justification for more shallow slopes. ' · Please check storm structures 256and 255 to ensure I-foot of cover to top of pipe from bottom of pavement a~gregate course. · The storm sewer between structures 331 and 332 is428-feet. Don't know what the Surveyor's position is, but the City of Carmel asks for 400-feet maximum to accommodate our pipe cleaning equipment. 19. Sheet C801 - General Details ( 'v.... " ...., . "-;.. .. .:., . Mr. J. Cort Crosby, P.E. July 20, 2004 Page 5 ," ~~ ,....;:~ . Replace Hamilton County Highway Department details with City of Carmel details (C-5, C-1, P-1, S-2).Delete S-3. L'~,! . Our standard Asphalt Path Section is: 110#/Syd. Bitum. Surface No. 11, LV on 220#/Syd. Bitum. Binder No. 8 LV on 5" compacted Aggregate Base, Type 0, Size #53 . Sub surface drains should be located directly under the curb on the street sections. . On the '~~,s.idential Driveway De~~il,':please remove asphalt material notes. All drives shall be concrete. . Revise sidewalk dimension to be 5-feet wide. Add a 1~" centerline joint to driveway with note. . Add a note to the Sidewalk Detail that walk shall be 6" or driveway thickness, whichever is greater. Where walk crosses driveways. Add note that joints shall be tooled or sawed joints ~ thickness. . On street ssd connections detail, show ssdunder curb completely, (not encroaching into pavement). . We are revising or standard pavement section for subdivision streets as follows: ""~he surface requirement is not ~hanged. 3" H.A.C. Binder #9 is changed to 5" 5D Base. 9" /Compacted Stone Sub-Base #2 IS changed to 7" Compacted Stone Sub-Base #53. Additionally, add, "All Paving is to be Completed in the Same Paving Season" to the ~ p'avement section specification. This is applicable to all three-pavement sections on this sheet. 20. Sheet C802 - General Details . Add a notation to the Roll Curb Inlet detail to assure that the drainage structure associated with this curb inlet does not extend under the pavement causing reflective cracking in the roadway pavement. If you have questions, contact Mike McBride or me at 571-2441. Enclosures Cc: Jon Dobosiewicz, Department of Community Services (w/o encl.) John Duffy, Director Carmel Utilities (w/o encl.) Paul Pace, Distribution (w/o encl.) Greg Hoyes,Hamilton County Surveyor's Office (w/o encl.) John South, Hamilton County Soil & Water Conservation District w/o encl.) Project File Copy , Engineering Department Review S:\DHILL\PROJREY04\CLA YBOURNE3 ~ e e Construction/Stormwater Pollution Prevention Plan Technical Review and Comment (Form 1) Project Name: Claybourne Sec. 3 Plan Submittal Date: 07/05/04 Hydrologic Unit Code: Project Location Description: NW comer of 131st and Shelborne Rd Latitude and Longitude: not provided C" "I r..-, .. " rl-:11'u IVI .1 ~ --~ 'r '-../J..UY County: Hamilton 5120201120070 = c .,.. ~ Project Owner Name: Boomerang Development e ;. Contact: o ~ Address: 11911 Lakeside Drive ~ 't City: Fishers .~ Phone: 317 -849-7 607 Q ;. ~ 'U41 U;:;I NE Section: 30 .. "" -r 18N 1ge 3E State: IN Zip: 46038 FAX: E-Mail: Plan Preparer Name: Mr. Cort Crosby Affiliation: Schneider Corp. Address: 8901 Otis Avenue City: Indianapolis Phone: 317 -826-7100 FAX: State: IN 317 -826-7200 Zip: 46216 E-Mail: crosby@schneidercorp.com Review Date: 07/15/04 :: Principal Plan Reviewer: John B. South P.E. CPESC ~ .> Agency: Hamilton County Soil and Water Conservation District ~ ~ Address: 1108 South 9th Street ; City: N oblesville ~ Phone: 317 -773-2181 Assisted By: FAX: State: IN 317 -77 6-1101 Zip: 46060 E-Mail: john-south@iaswcd.org PLAN IS ADEQlTA1'E:A comprehensive plan review has been completed and it has been determined that the plan satisfies the minimum requirements and intent of 327 lAC 15-5. o Please refer to additional information included on the following page(s). o Submit Notice of Intent (NOI): Attach a copy of this cover page when submitting the NOI to the Indiana Department of Environmental Management. Construction activities may begin 48 hoursfollowing the submittal of the NO/. A NOI must also be sent to the SWCD, o A preliminary plan review has been completed; a comprehensive review will not be completed within the 28-day review period. The reviewing authority reserves the right to perform a comprehensive review at a later date and revisions to the plan may be required at that time to address deficiencies. o Please refer to additional information included on the following page(s). o Submit Notice of Intent (NO I): Attach a copy of this cover page when submitting the NOI to the Indiana Department of Environmental Management. Construction activities may begin 48 hours following the submittal of the NOI A NOI must also be sent to the [] PI.JA.N IS DEFICIENT: Significant deficiencies were identified during the plan review. [] Please refer to additional information included on the following page(s). [] DO NOT file a Notice of Intent for this project. [] DO NOT commence land disturbing activities until all deficiencies are adequately addressed, the plan re- submitted, and notification has been received that the minimum requirements have been satisfied. [] Plan Revisions [] Deficient Items should be mailed or delivered to the Principal Plan Reviewer identified in the Plan Review Section above. DNR, Division of Soil Conservation Page 1 of 1 Revised 12/09/03, Form 1 e e it of arm I Fire Department Headquarters 2 CIVIC SQUARE CARMEL, INDIANA 46032 Voice (317) 571-2600 Fax (317) 571-2615 Fire Prevention Bureau J. Cort Crosby, P.E. Schneider Corporation 8901 Otis Avenue Indianapolis, IN 46216-1037 RE: Claybourne, Section 3 LETTER OF APPROVAL The undersigned has reviewed the proposed plans for Claybourne, Section 3 and has approved the plans subject to the following: 1. Will there be an amenity building associated with this project? If so, we request that a Knox box be installed on that building for emergency access. 2. Our office, in conjunction with the Department of Community Development, are requesting in newly platted subdivisions, fire hydrant makers be installed in the street pavement perpendicular to the fire hydrant. This will allow the fire department to more easily spot fire hydrants during an emergency. 3. 4. 5. 6. Please respond to the above noted condition(s) in writing and submit to our office prior to the scheduled Technical Advisory Meeting for this project. Date: Julv 14. 2004 By: Gary Hoyt, Fire Marshal Carmel Fire Department JUL-~~-~004 10:10 FROM:HAMILTON CO ~ DEP 3177769814 TO:317 12426 P.001/001 HAMILTON COUNTY HIGHWAY DEPARTMENT July 13. 2004 Mr. Cort Crosby The Schneider Corporation 8901 Ot;s Avenue Indianapolis, Indiana 46216-1037 VIA FACSIMILE RE: Claybourne. Section 3 Construct1on Plans and Secondary Plat N of 131 r;t; Street' W of Snelborne Road Clay Township Dear Mr. Crosby: This letter serves to acknowledge receipt of a transmittal received 7/6/04 containing the plans for the above,..mentioned project. After reviewing the p'ans the Highway Department has the 'fonowing comments: 1. It appears that this project Hes entirely witl,in the limits of the City of Carmel. Therefore, an future comments should be d;rected toward the City. If you have any information contrary to this statement, please contact me immediately, If you have any questions or comments concerning this letter, please feel free to contact me at anytime. Sincerely , fl'18~~ Steven J. Broermann Staff Engineer ~........... ..t~.. ., . cc: Jon Dobosiewlcz Greg Hayes Dick HI1I G:\USERS,SB\04tac\07.13.04c1ayboume3.dcc t 700 South 10th Street Noblesvillc~ 11141 46060 WWWlIco.,Ll}a,milton..;u:'y! omcc (317) 773~7770 :Fax (317) "6.-.9814 July 12, 2004 . e City of Carmel VIAFAX: 826~7300 Original by mail J. Cart Crosby, P .E. The Schneider Corporation 8901 Otis Avenue Indianapolis, IN 46216-1037 RE: Claybourne, Sec. 3 (#04070005 SP) - Secondary Plat Application Dear Mr. Crosby: This letter is in response to your Secondary Plat Application for Claybourne, Sec. 3. This is a preliminary letter to let you begin on revisions. Members at the T AC Meeting will make additional comments on July 21. Please complete the following items after you have received additional comments at the TAC Meeting. :flat 1. Please provide copies of Letters of Transmittals you sent to T AC Members so that we may verify plans were delivered on time. Please place docket number on plat:. #04070005 SP. Please show 131 st Street as having a 50-ft half right of way. Please show Shelbome Rdas having a 45-ft half right of way. Please add surveyor's signature, seal, and date on plat. Please correct the lot widths at the right of way to be 50- ft for Lots 216, 248, and 247. Address modification to Dolan Way to comply with the 36-ft wide cross-section, rather than the 30-ft wide cross-section of the existing street to the southwest. 8. Provide a copy of covenants, if any. Con~tr1Jetinn Plan~ 9. Modify the path layout to reflect what was approved with the primary plat. 10. Extend asphalt path west, located north of Lot 231. Coordinate with subdivision to the west. 11. Coordinate with the owner to the north to provide a pathway connection with that property. 12. On residential driveway detail on Sheet C801, show sidewalks as being 5-ft wide. 13. Please label the easements on the landscape plan. 14. Please provide a copy of the Urban Forester approvalletter/e-mail. 2. 3. 4. 5. 6. 7. Please submit a revised Secondary Plat with the above-mentioned changes. Once these changes have been made and comments addressed, please produce a Mylar copy for signature by this Department. Two paper copies of the plat must be filed with the Mylar prior to recording, and three paper copies and a Mylar of the recorded plat must be submitted following recording. Our approval of the secondary plat (signature) will be forthcoming upon revision of the plans according to the items listed above. If I may be of assistance, please feel free to call. Sincerely, ~~~~ Angelina Butler Planning Administrator Claybourne,Sec3 -SP 1 Page 1 ONE CIVIC SQUARE CARMEL, INDIANA 46032 317/571-2417 e July 7, 2004 J. Cart Crosby, P.E. Schneider 8901 Otis Avenue Indianapolis, IN 46216-1037 RE: Claybourne, Section 3 Secondary Plat & Construction Plans TSC Job # 3690.003 Dear J. Cort Crosby: e I have received and reviewed the materials for the above-mentioned project. 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. Respectfu lIy, ~j).~ ~ Michael D. FOga: Chief of Police MDF:vb cc: Dept. of Community Services (317) 571=2500 Agency A Nationally Fax (317) 571-2512 It . Transmittal cnneider Historic Fort Harrison, 8901 Otis Ave., Indianapolis, IN 46216-1037 . Telephone: 317/826-7100 - 800/898-0332- Fax: 317/826-7300 -www.theschneidercorp.com JOHN DOBOSIEWICZ DEPARTMENT OF COMMUNITY SERVICES ONE CIVIC SQUARE CARMEL, IN 46032 DATE: JOB# PROJECT: RE: FAX# TELEPHONE: 7/2/2004 3690.003 CLAYBOURNE, SECTION 3 WE ARE SENDING YOU: IZIAttached Via: 0 Mail 0 Fed Ex 0 UPS IZI Courier 0 Pick Up 0 Other 0 Fax _Sheets # Copies Date Description 2 SECONDARY PLAT AND CONSTRUCTION PLANS 1 APPLICATION FOR SECONDARY PLAT APPROVAL 1 DEVELOPMENT REPORT THE ABOVE ARE TRANSMITTED as checked below: o For approval 0 As requested 0 FOR BIDS DUE IZI For your use 0 For review and comment 0 Other REMARKS: FROdL~4 J. Cort Crosby P.E. ' Project Engineer If enclosures are not as noted, kindly notify us at once. Offices in Indianapolis, Avon, Carmel, and Lafayette, Indiana A TO:317 571 2426 -- HAMILTON COUNTY HIGHWA Y DEPARTMENT P.001/001 JUN-17-2004 15:36 FROM:HAMILTON CO ~y DEP 3177769814 Mr. Cort Crosby The Schneider Corporation 8901 Otis Avenue IndlanapoHs" Indtana 46216~1037 RE: Claybourne, Section 2 intersect'on Revisions N of 1315t Street/W of Shelbome Road C1ay Townsh1p Dear Mr. Crosby; This letter serves to acknowledge receipt of a transmitta' received 5/27/04 containing the plans for the above-mentioned project. After reviewing the plans the Highway Department has the fol1owing comments: June 17. 2004 1. Copies of the plan sheets showing the proposed chs'nges must be subm1tted to the Hamilton County Surveyor and Carmel Department of community Services for revtew and approva1. 2. New underdraln wtll need to be instaUed under the new c1Jrb. Please indicate this on the p'an. A note must also be added stating the sse must be connected to the existing SSD. 3. Note that the new Island curb must be chalrback curb with reverse slope. HCHD Standard Plan C-5. 4. Remove the detail showing Row1ett P1ace and Rowlett Place and Salamone way. 5. Please note that prior to any curb demolition, Mr. Chris Miner of Untted Consu,ting must be contacted. If you have any questions or comments concerning this letter, please feel free to contact me at anytlme~ S.incerelY, /., ~f.IJ~~. steven J. Broermann Staff Engineer cc: Jon Dobosiewicz Steve Cash Chrrs Werth G:\USERS\SB\04tac\06-17 "()40laybcume2.doc 1700 South 10th Street NoblesvtJle, In. 46060 www.co.hami1ton..in~~ Office (3 J.7) 773-7770 Fax (31.7) 776.9814