HomeMy WebLinkAboutCorrespondence f 7172 Graham Road
di R AV Indianapolis, IN 46250
317-842-6777
FAX 317-841-4798
M I
picnpe corn
Letter of Transmittal
Date: 11-25-02 PIC Job 980528-20100
To: City of Carmel Re: ASHBURY PARK SEC. 2
One Civic Square
Carmel, IN 46032
Attn. Jon Dobosiewicz
We are sending you the following items via: DELIVERY
Shop Drawings X Prints Plans Samples Specifications
Copy of Letter Change Order Attached Report Other
Copies Date Description
1 2 11-19-02 SECONDARY (prints)
2 11-19-02 SECONDARY PLAT (Mylar)
THESE ARE TRANSMITTED as checked belovi:
For Approval Approved as Submitted X I Resubmit Copies for
For Your Use Approved as Noted Submit Copies for
X As Requested Not Approved I Return Corrected Prints
For Review and Comment Reviewed for Compliance
Remarks: One mylar is original for Recorder and one rnylar copy is for our records.
Signed: Terry Miller, Project Surveyor
Transmittal Only:
1 NOtice: The drawing/computer files listed above are the property of Paul I. Cripe, Inc. and are transmitted for reproduction use
only. Any modification or reuse of the .documents without written permission from Paul I. Cripe, Inc. is prohibited. Any person
or entity using these documents for,any,purpose other than the project for which they were originally intended, with or without
:perMission 'from Paul I. Cripe, "Inc., by their use agrees to indemnify and hold harmless Paul I. Cripe, Inc. from any loss,
including, but not limited to attorney's fees occurring from their use.
M STAND'AIRD FORMS1TRANSMIT DOC
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November 19, 2002
Terry Miller
Paul I. Cripe, Inc.
7171 Graham Road
Indianapolis, IN 46250
RE: Ashbury Park Section 2, Secondary Plat
Dear Mr. Miller:
This letter is in response to your Secondary Plat filing for Ashbury Park Section 2. The
following comments need to be addressed and plans updated accordingly:
1. Remove the•Plan Commission Certificate from all but last page of the plat, and add
Michael Hollibaugh, Director under the line above Department of Community
Services.
2. Add member names to the Board of Public Works Certificate.
3. Move the Witness signature block underneath the Declarant signature block.
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.
Sincerely,
Jon C. Dobosiewicz
Planning Administrator
Ashbury Park -Sec 2- SP1
ONE CIVIC SQUARE
Page 1
VIA FAX: 841 -4798
Original by Mail
copY
CARMEL, INDIANA 46032 317/571 -2417
PittmanPartners 4 t.
Mr. Dick Hill
City of Carmel, Department of Engineering
One Civic Square
Carmel, IN 46032
SUBJECT: Ashbury Park Sections 1 and 3 Spring Farms Section 3
Dear Dick:
Please let this letter serve as our request to be placed on the agenda of the board of public works to
record the above referenced project. I have enclosed the Covenants and Restrictions and the mylar
sheets of these sections as you requested. Please call me if you have any questions at 580 -0883.
Sincerely,
Neal Smith
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s.) pit iggs
r; RECEIVED t
ENGINEER 4
el
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8L90
December 22, 1999
P.O. Box 554 Carmel. IN 46032
(317) 5809693 (317) 580 -9786 Fax
SEP 29 '99 E)4.2 3P11
Bruce Hagen
Cripe
Flans, Cales and Secondary Plat:
Cover Sheet (Show the following).
5. ok
P. 1.'3
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Xertton C Vaa t7u'tusyo
gilone 1344 77‘8495
sx (317) 776.9618
1. Please provide the signed form to make the storm sewers regulated for each platted section, We did
receive one signed form.
2. Please provide the signed Non enforcement Permit form with the appropriate check for each platted
section_ We did receive one Non- enforcement form.
3. ok
4. ok
Suite :4
One cgamilton aunty Spume
TableSdle, eSdialla 46O60a2A30
September 29, 1999
Re: Ashbury Park, Sec. 1, 2 3; Spring Farms, Sec.3
I have reviewed the plans for this project. The following comments correspond with the comments
Procedural:
Construction Plans
6. ok
7. Show the existing regulated drain easement for the OF Henley drain.
8. ok
9. ok
(0. The easement around the pond must be 15' from the top o bank. Lot 100 was addressed as requested
in my previous letter. However, easement needs to placed on the lots that back up to the detention
area in section 3. (This part was not in my previous Letter).
11. Regarding the emergency overflow routes for the south pond, where will this go after tzarina this
site? What is the condition of this area? In the event that the emergency overflow should ever be
used, we want to stress that potential damage caused to the adjacent landowner should be avoided.
This emergency overflow is shown on sheets C205, C206 and C207.
12. Regarding the location of the south pond on the conservancy lot, Mr. Pittman and Mr. Smith met with
the County Surveyor. The Surveyor has granted approval in this case for the pond to be located on the
conservancy lot provided the following conditions are met.
A. The proposed driveway for the conservancy lots must be shown on the plans.
SEP 29 '99 I4:21PM
B. Easement language is required in the covenants that prohibits any filling or modification to the
pond. Please provide a copy of the covenants.
C. The easement around the pond must be revised to cover the entire pond. Our standard is I5' frorn
top of bank.
It should be noted that this approval does not imply a blanket approval for future detention areas being
Located outside of common areas in other subdivisions. The location of this detention area relative to
the rest of the conservancy lot and Spring Farms Section 3 was an important factor in the approval of
this variance from the County Surveyor's standard.
13. ok
14. ak
15. ok
16. ok
17. ok
18. ok
19. This office wishes to avoid any street tree landscaping conflicts w/ SSD storm sewers. In the
preparation of the landscaping plan, this office requests that the street trees be located behind the
sidewalks. This will help avoid incurring added maintenance expense for the taxpayers due to SSD
replacement or tree root removal from the SSD under the curbs.
Erosion Control Plan
20. ok
21. ok
22. ok
Storm Sewer Plan Profile Sheets
23. ok
24. ok
Detail Sheets Show the following details.
25. ok
26. ok
27. ok
28. Curb stamp detail.
29. ok
30. Curb inlet table detail was show as required. The storm sewer network data table, as well as any
other storm sewer table, needs to conform to this table (unless approved by the Inspector). Several
structures need to be revised to comply with this table. The structures include: #707, 714, 719, 720,
721, 725, 727, 729, 731, 733, 736, 744A. Any variation from the standard regarding strum. depth
and size must be cleared though the Inspector.
31. ok
32. ok
33. ok
34. ok
Secondary Plat
35. ok
36. Revise secondary plat per previous comments affecting easements. See comments #7 10.
Calculations
37. ok
38. ok
P.2/3
SEP 29 '99 04 :21PM
New Comments
39. The Inspector requests that the curb line be darkened. It was barely visible an our set of plans.
40. On the Grading and Utility sheets showing Spring Farms Section 3, please label the title block to
include Spring Farms Section 3. This is on sheets C204, C205, C206 and C207.
If you have any questions or comments, please feel free to call this office at 776 -8495.
cc: Carmel
NRCS
Co. Highway
Pittman Partners
Sine
Steven T. Cash
Plan Reviewer
P.3/3
09/13/1999 1E:41 317 77E -1101
HAMILTON C 'NTY
Sol= Water
Project Name: A s rl au ttY t
Submitted By: b f_gdpPr J4rrk Lie l3 gu
P a. [30 ss j c etpa_
Reviewed By: 7:1 N1 t3
Plan Review Procedure: Site Visit Date: Plan Review Date: —R-44-44- f-/3-??
Location:
Legal Description:
Township: /R Range: e Civil Township: C/...4 r
The technical review and comments are intended to evaluate the completeness of the erasion and sediment control
plan for the project. The erosion and sediment control plan submitted was not revteued for the adequacy of the
engineering design. All. practices included in the plan, as well as those recommended in the comments should be
evaluated as to their feasibility by a qualified individual with structural practices cdestgned by a qualified engineer.
TTre plan has not been reviewed for local, state or federal permits that ma y be guir d to proceed with this
project Additional information, including design calculations may be requested to further evaluate the erosion
sediment control pkm
The erosion and sediment control plan has been reviewed and it has been determined that the plan:
Rifer to the comments section for additional information.
HAM CO SOIL WATER
925 Division Street
Noblesville, IN 46060 -2744
Ph_ (3I7) 773 -1432
Fax (317) 776 -1101
Drainage, Erosion and Sediment Control Plan
Technical Review and Comment
Wiz Gparbtn �D
14I)l 4!Va PO 1-L5 _M
YI•iSSb
Satisfies the minimum requirements and intent of 327IAC 15 -5 Mule 5). Notification will be forwarded
to the Indiana Department of Environmental Management.
Does not satisfy the minimum requirements and intent of 327LAC 15 -5 (Rule 5); deficiencies are noted in
the checklist and in the comments section. Deficiencies constitute potential violation of the rule and must
be adequately addressed for compliance. The information necessary to satisfy the deficiencies must be
submitted: Please address revisions to the reviewer.
PAGE 01
Proper implementation of the erosion and sediment control plan and inspections of the construction site by the
developer or a representative are necessary to minimize off -site sedimentation. The developer should be aware
that unforeseen construction activities and weather conditions may effect the performance of a practice or the
erosion and sediment control plan. The plans w be a flexible document, with provisions to modify or substitute
practices as necessary_
09,'13/1999 15:41 317- 776 -1101
PROJECT: Asti tsar...! Pa,zrc
Page 2 of .3
HAt +1 CO SOIL WATER PAGE 02
i
ARE THE FOLLOWING XTEMS ADEQUATELY ADDRESSED ON T E PLANS T
(tl Ffans Mast IndudeAppropriate Legends. Snares, and Novfk 4n-ow)
Mena that are Not-Applicable to this Project are designated by NA)
Yes No PROJECT INFORMATION
Ei IA Project Location Map (Show project in relation to edam of ase cx,wty)
u .k gl ID Narrative Describing the Nature and Pei past of the Project
El IC Location of Planned and/or Ong Roads, Utili eyes, Structure; ways„ etc-
1] 0 113 Lot aadfor Building Loratioas
eta El 0 IE Landase Adjaonst Areas
pow the &dire Upstream Wa- sh 1 anrd,tdjacenAretas Within SOO Feet cf thcPr+oPa ylnes)
Yes No TOPOGRAPHIC, DRAINAGE, AND GENERAL SITE FEATURES
R 2A I+xisting. Vegetation Idea* and D .Delineate
di 0 211 Location and Name of 1l1I Wetlands, Lakes and Water Courses 0c. and Adjacent to the Site
2C 100 Year Floodplains, Floodway Fringes, and Floodways (Ware If Nane)
K1 0 2D Sons Information (.(fhydrie sails are present it is die nnporruibillty of the ow c Wdevelopd'
iamtigate the s dstaice of wends and to obtain permltsfrocri he apprrrpriair gov7anart ag'rnd s f
2E Eliding and Planned Contours at an Interval Appropriate to Indicate Drainage Patterns
g 2F Loc.*lions of Specific Pointe Where StermwsterDiselarge Will Leave 1ie Site
ek 0 2G Identify All Ileceiying Waters ff Discharge is t a SerpmvteMwddpat Stores Sewer. Idennfffy the
Mesa gtlheMiesidped Operator and the Cfthnot seeivfng Witter
ak 2)1 Potential Areas Where Storm water May Enter Groundwater (Note (f None)
21 Location of Storrnwater System (Include Culverts Biotin SeingS, Channels anndSuctles)
Yes No LAND DISTUREIDIG ACT ax
Is 3A L ethane and Approximate Dimensions of All Disturbed Arteas )i. e.; Conserucifers Limits)
Qtroair Where Vegetative Cover MIf Be rea e ,i 1Ssould be Clearly Design
ofQ 3B Soli Stockpiles and or Borrow Areas (ShawLocations or Note (jlione)
'Yes No EROSION AND SEDIMENT CONTROL MEASURES
151 4A Sequence of When Each Measure Will Be Implemented (Relative to Earth DlsrurbiagAe tivitbes)
s t ig 1a 4E Monitoring and Maintenance Guidelines for Each Measure
4C Perimeter Sediment Control Measures (I..xxtiror, Carnriruction Dedail Dimensions, anal Spealftcatia s)
0 470 Temporary Seeding (Specifications: Including Seed Mir. Fertiliser, Lime. and Mulch Rates)
4E Temporary Erusioa and Sediment Control Measures
(Location. Cnrtrtruction Detail. Dissensions. and Specifications)
4P Permanent Erosion tins# Sediment Control Measures
(Locurias; C.aauttu ar Detail, Dimensions, seed Sp aaVorns)
0 4C Storm Drain Inlet Protection (Location. Cwutruction Derail, Diaaerestaus, and Specifications).
4R Stormwater Outlet Protection (Location, Construction Detail, Dimensions. and Specifications)
E 41 Stable Construction Entrance (Location. Caurr.saiwr Detail. Dimacsimsr, ant SpocIfrcctrwu)
El 4.1 Erosion and S+edbmont Contxot os Indvidnal Building Lots (Speeifra ens)
Ok ei in 4K Permanent Seeing (Spacifiaatiatrr, Including Seed Mix. Fertilizer, Lime. and Mulch Rates)
Revived 4 197
09/13/1999 16:41
Project: A.3.1MI_My Be
Page 3 of 3
Note: All erasion and sediment control ineasta es shown on the plans and referenced in this review must meet the
design criteria, standards, and pecications outlined in the 'Indiana Handbook for Erosion Control in
Developing Areas" from the Indiana Deparanent of Natured Resources, .Division of Soil Conservation or similar
Cruictnnce Documents.
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317 776 -1101
HAM CO SOIL t' ATER PAGE 03
EROSION ANT_ SEDIMENT CONTRO PLAN
TECHNICAL EVWW
COMMENTS
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oNLY
Copies
Date
Description
Approved as Submitted
1
Resubmit
Tac Response Letters
rD 1
1
For Your Use
Construction Plans
c.),::,'-,
1
Submit
Secondary Plats
Copies for Distribution
As Requested
Not Approved
Return to Paul I. Cripe, Inc.
Corrected Prints
PAUL I. GRIPE, INC.
7172 Graham Road
Indianapolis, Indiana 46250
317- 842 -6777
FAX# 317- 841 -4798
Date: September 7, 1999
PIC Job 980528 -20100
LETTER of TRANSMITTAL
To: Mr. Terry Jones
Department of Community Services
One Civic Square
Carmel, IN 46032
Re: Ashbury Park Section 1 -3
Spring Farms Section 3
We are sending you the following items via: US Mail
THESE ARE TRANSMITTED as checked below:
Remarks: Terry, For your file on Ashbury Park.
O:1 998 \980528120100 \0OC S198528t 13. doc
Architects Engineers Landscape Architects Land Planners Land Surveyors Environmental Consultants
CC: Steve Pittman Pittman Partners
Signed: Bruce Hagen PE,RLS
Transmittal Only:
For Approval
Approved as Submitted
X
Resubmit
Copies for Approval
X
For Your Use
X
Approved as Noted
Submit
X
Copies for Distribution
As Requested
Not Approved
Return to Paul I. Cripe, Inc.
Corrected Prints
For Review and Comment
Reviewed for Compliance
PAUL I. GRIPE, INC.
7172 Graham Road
Indianapolis, Indiana 46250
317- 842 -6777
FAX# 317- 841 -4798
Date: September 7, 1999
PIC Job 980528 -20100
LETTER of TRANSMITTAL
To: Mr. Terry Jones
Department of Community Services
One Civic Square
Carmel, IN 46032
Re: Ashbury Park Section 1 -3
Spring Farms Section 3
We are sending you the following items via: US Mail
THESE ARE TRANSMITTED as checked below:
Remarks: Terry, For your file on Ashbury Park.
O:1 998 \980528120100 \0OC S198528t 13. doc
Architects Engineers Landscape Architects Land Planners Land Surveyors Environmental Consultants
CC: Steve Pittman Pittman Partners
Signed: Bruce Hagen PE,RLS
Transmittal Only:
Shop Drawings
Prints
X
Plans
Samples
Specifications
X
Copy of Letter
Change Order
X
Attached
Report
Other
PAUL I. GRIPE, INC.
7172 Graham Road
Indianapolis, Indiana 46250
317- 842 -6777
FAX# 317- 841 -4798
Date: September 7, 1999
PIC Job 980528 -20100
LETTER of TRANSMITTAL
To: Mr. Terry Jones
Department of Community Services
One Civic Square
Carmel, IN 46032
Re: Ashbury Park Section 1 -3
Spring Farms Section 3
We are sending you the following items via: US Mail
THESE ARE TRANSMITTED as checked below:
Remarks: Terry, For your file on Ashbury Park.
O:1 998 \980528120100 \0OC S198528t 13. doc
Architects Engineers Landscape Architects Land Planners Land Surveyors Environmental Consultants
CC: Steve Pittman Pittman Partners
Signed: Bruce Hagen PE,RLS
Transmittal Only:
PAUL I. CRIPE, INC.
September 7, 1999
7172 Graham Road
Indianapolis, Indiana 46250
317- 842 -6777
FAX# 317- 841 -4798
www.picripe.com
Mr. Dick Hill
Carmel Department of Engineering
One Civic Square
Carmel, IN 46032
ASHBURY PARK SECTIONS 1 -3, SPRING MILL FARMS SECTION 3
PIC 980528 -20100
Dear Mr. Hill:
Enclosed please find one set of construction plans, one copy of each of the secondary
plats, drainage calculations, and one copy of your August 27, 1999 comment letter. We
have revised the plans per your comments. We have also revised the Ashbury Section
to include three secondary plans instead of two. The cover sheet of the construction
plans shows the sectioning.
We have addressed each of your comments as follows:
1 -5. We are in agreement with these.
6. Plats are included. The plats will be recorded separately.
7. The conservancy Tots are large lots used in the Carmel Open Space Ordinance. The
lots will share a common private driveway and gain access from 131 Street. They
are, included in the Spring Farms Section 3 plat and are in the annexed area.
8. Pittman Partners will provide you with a commitment conceming the decell lane west
of our westem entrance onto 136 Street.
9. We are not aware of any specific plans the County Highway Department may have
for the Six Points. Road, 136 Street intersection.
10. Asphalt has been added to the plans to the edge of pavement.
11. Swales with a grade of Tess than 1.00% require a sub- surface drain.
12.The plans have been revised to better indicate the termination of the swale.
Architects A Engineers A Landscape Architects A Land Planners A Land Surveyors A Environmental Consultants A Transportation Engineers
PAUL I. CRIPE, INC.
Mr. Dick Hill
Carmel Department of Engineering
September 7, 1999
Page 2
13.The 12" CMP's will be extended 15 feet and have end sections.
14.The south side of 136 Street has been widened per your request.
15.The section shown on Sheet 305 is corect. the section on Sheets C403 and C404
has been revised. Since 136 Street is a collector, we believe this is the correct
section for any pavement to be added within the 136 Street right -of -way.
16.The sectioning of the development is shown within the plans. If you would like one
overall plan showing the sectioning, we can provide it
If you have any additional comments or questions, feel free to contact me.
Sincerely,
PAUL I. CRIPE, IN
Bruce Hagen, PE, LS
Project Manager
BH /b
c: Terry Jones, Carmel DOCS
Steve Pittman, Pittman Partners
0: 1199819805281201001DOCS '.96528110.doc
Architects A Engineers A Landscape Architects A Land Planners A Land Surveyors
Environmental Consultants A Transportation Engineers
PAUL I. CRIPE, INC.
September 7, 1999
Mr. John South
Hamilton County SCS
925 Division Street
Noblesville, IN 46060
Bruce Hagen, PE, RCS
Project Manager
BH /b
0: \1 9 9 81980 52 812 0 1 0 01 ■DOCS198528t 11.doc
7172 Graham Road
Indianapolis. Indiana 46250
317- 842 -6777
FAX# 317- 841 -4798
www.picripe.com
ASHBURY PARK 1 -3; SPRING FARMS 3
PIC 980528 -20100
Dear Mr. South:
Enclosed please find one set of revised construction plans and one copy of the Secondary
Plats. We have revised the plats to have an Ashbury Park Section 3. The cover sheet of the
construction plans shows the location of the plats relative to each other. Ashbury Park 1 and 2
and Spring Farms Section 3 will be developed first. Ashbury Park Section 2 will be developed at
a later date.
We have addressed your written comments as follows:
1. The swale grade at the rear of Lot 8 has been revised.
2. We will be installing a wall behind lots 10 -13 to address the elevation difference.
3. We have made the inlet at the end of Ashbury Drive a double inlet.
4. The swale at the rear of Lot 91 has been extended.
5. We have taken your advice and are allowing the flow behind 92 -99 be overland flow.
6. Easements have been added when needed. We are proposing some regarding to reduce
the need for the easements.
7. We believe the perimeter protection is adequate.
If you have any additional comments or questions, please contact me.
Sincerely,
PAUL I. CRIPE, IN
c: Terry Jones, Carmel DOCS
Steve Pittman, Pittman Partners
Architects 1 Engineers 1 Landscape Architects A Land Planners A Land Surveyors A Environmental Consultants A Transportation Engineers
PAUL I. CRIPE, INC.
September 7, 1999
7172 Graham Road
Indianapolis. Indiana 46250
317- 842 -6777
FAX# 317- 841 -4798
www.picripe.com
Mr. Steve Cash
Hamilton County Surveyors Office
One Hamilton Square, Suite 146
Noblesville, In 46060
ASHBURY PARK 1 -3 AND SPRING FARMS 3
PIC 980528 -20100
Dear Mr. Cash:
Enclosed please find one copy of the construction plans, one copy of each secondary plat, one
copy of the drainage calculations and one copy of your August 23, 1999 comment letter.
We have addressed each of your comments as follows:
Procedural:
We will provide the documents at the required time. Since this development is being
annexed into the City of Carmel, does your office or the City of Carmel get the bonds for
monuments and markers?
Plans. Calcs and Secondary Plats:
5. The offsite drainage map has been added to Sheet C101.
6. The creek has been labeled as the. OF Henley Drain.
7. We are searching for the recorded documents showing the OF Henley as being a legal
drain. We will add it to the plans once we find it.
8. Added to the plans.
9. The building pads have been adjusted to be a minimum of 2' above the 100 -year elevation
of the ponds.
10. The easement has been added to Lot 100.
11. Emergency overflow routes have been added to the plans.
12.1 am aware of an ordinance concerning dry detention areas in lots, but no such ordinance
concerning ponds. Please set a time to meet with the surveyor so we can discuss this.
13. SSD stub locations have been added to each lot.
Architects 1 Engineers 1 Landscape Architects 1 Land Planners 1 Land Surveyors 1 Environmental Consultants 1 Transportation Engineers
Mr. Steve Cash
Hamilton County Surveyors Office
September 7, 1999
Page 2
14. The creek elevation has been added to the plans.
15. The pipe has been extended to pick up the drainage from Buckhorn.
16. The culvert sizes have been labeled.
17. Adjoiners have been added to the cover sheet.
18. Noted and added to the plans.
19. Noted.
Erosion Control Plans:
20 -22. Details /notes have been added to the plans.
Storm Sewer Plan and Profile Sheets:
23 -24. All have been addressed and /or added to the plans.
Secondary Plot:
35 -36. Plats have been included.
Calculations:
37 -38. Included
If you have any further comments or questions, please contact me.
Sincerely,
PA
Bruce Hagen, PE, LS
Project Manager
BH /b
L I. CRIPE, I
PAUL I. CRIPE, INC.
c: Terry Jones, Carmel DOCS
Steve Pittman, Pittman Partners
0: \1998\98052812010000CS .98528109.doe
Architects A Engineers A Landscape Architects A Land Planners A Land Surveyors
Environmental Consultants A Transportation Engineers
August 27, 1999
Mr. Bruce Hagen
Paul I Cripe, Inc.
7172 Graham Road
Indianapolis, IN 46250
ity of C
DEPARTMENT OF ENGINEERING
rmel
RE: Project Review Ashbury Park 1 2 /Spring Farms 3
Dear Mr. Hagen:
We apologize for the delay in our written response regarding this project. These comments include those
given at the Technical Advisory Committee on August 18.
1. Streets, Curbs, Sidewalks, Street Signs, Monuments Markers -City of Carmel jurisdiction.
2. Water Indianapolis Water Company jurisdiction.
3. Sanitary Sewer Clay Regional Waste District jurisdiction.
4. Storm Sewers/Drainage Hamilton County Surveyors Office.
5. I don't believe there are any Board of Public Works and Safety approvals required prior to the start of
construction. The Secondary Plats must be approved and signed by the Board and recorded prior to
obtaining building permits. Required bonds must be posted to obtain plat approval. I am enclosing a
BPWS meeting schedule, which includes submission deadlines.
6. Are plats available? Will these be platted separately?
7. What are the conservancy lots and how will they be accessed? Are they included in platted area and if
so, which plat? Assume they are also in annexed area?
8. Is the right -of -way available to install the full decell lane at the west entrance of the development? If
not, we ask for your written commitment to complete the decell lane at such time the right -of -way is
available.
9. Are you aware of any plans by the Hamilton County Highway Department to improve the intersection
of Six Points and 136 that might make the right -of -way available?
10. Why isn't the asphalt pavement extended to the edge of pavement on either end of the aceiideceils?
11. What is the determining factor regarding installing a Swale with s.s.d. and a swale without s.s.d.?
12. At the !36 entrance, where does the west swale terminate?
13. Regarding the 12" CMP to be extended, how many feet of pipe? Will there be end sections?
14. As we stated in our previous review letter, we are requesting the south half pavement section of 136
Street adjacent to the north perimeter of this development, be widened to fifteen- (15) feet with a three
(3) foot wide stone shoulder.
15. On Sheet C305 a pavement section is listed for a collector street. On Sheets C403 and C404, the
pavement section is indicated as 1 -inch surface, 4 inches binder and 12 inches stone. Is the profile
listed on Sheets C403 and C404 correct? Why was the collector street profile indicated?
ONE CIVIC SQUARE CARMEL, INDIANA 46032 317/571 -2441
Mr. Bruce Hagen
August 27, 1999
Page 2
16. We are concerned that three separate subdivision sections are being submitted on one set of
construction plans. The normal submission is a separate set of plans for each project. If the water,
sanitary and storm were ours, we would request separate plans. However, since we only have streets,
curbs, sidewalks, signs and monuments and markers, we will accept one set of plans contingent upon
Section 1 and Section 2 of Ashbury Park being clearly and distinctly marked on the plans submitted for
approval. This applies to all sheets submitted. The separation line should be flagged identifying
Section 1 and Section 2.
I am including copies of our Subdivision Project Approval Procedures, Performance and Maintenance
Release Procedure and Subdivision Permit data. Please share this information with appropriate personnel
associated with this project including owners/developers, contractors, etc.
If you have questions, please call. I may be reached at 571 -2432.
Dick Hill, Assistant Director
Department of Engineering
Enclosures
cc: M. Kate Boyle Weese, City Engineer
Craig Parks, Assistant City Engineer
Terry Jones, Department of Community Services
Steve Pittman, Ashbury Park, LLC
August 24, 1999
Bruce Hagen, P.E.
Paul I. Cripe, INC.
7172 Graham Road
Indianapolis, IN 46250
C c&rme
City 0f Ca r�iae�
P 1
0_l1({,`e Department
3,. Civic ;:S quare
'Carmel, 'aila 4
RE: Ashbury Park Sec. 1 2 Spring Farms Sec. 3
Development Plan
Pic Project No. 980528 -20100
Dear Mr. Hagen:
I have received and reviewed the development plan and secondary plat
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.
Respectfully,
Michael D. Fogarty
Chief of Police
MDF :vb
cc: Dept. of Community Services
1517) 571 -2500
A Nationally Accredited Law Enforcement Agency Fax 1317) 571 -2512
AUG 23 '9S 4 4aPM
Bruce Hagen
Cripe
eiCenton C Vatcd Steiveyot
Deem (317) 776eleee 7 }e
ax {5=7} 77 48 �l'
ABU v
23 1
Doc°
7\
One ff Suitel
aunty One 1 1Zflit ton Launty $quaes
Toklawille. 46o& usgu
August 23, 1999
Re: Ashbury Park, Sec. 1 2; Spring Farms, Sec. 3
I have reviewed the plans for this project and have the following comments.
Procedural:
1. Please provide the signedforrn to make the etorrn sewers regulated,.
2. Provide the signed Non-enforcement Permit form with the appropriate check.
3. Please forward an engineers estimate or copy of the contract for 100%.of the construction costs for
storm sewers (including SSD), erosion control, and monuments and markers.
4. Submit original letters of c redit or bonds for the above amounts.
Plans. Calcs and Secondary Plat:
Cover Sheet (Show the following).
5. The offsite watershed map was left off of sheet C101. There is a "space for this map on this sheet.
Construction Plans
6. Label the existing creek as the OF Henley drain. 1 have included a copy of the drain map of this area.
7. Show the existing regulated drain easement for the OF Henley drain.
8. Show the pipe slope and approved type of material used on sheets C201 -7.
9. Building pad elevations or- minimum finished floor elevations are to be 2' above 1.00 year elevation for
the pond. See lots 99 100.
10. Easement around pond must be 15' from top of bank. See lot 100.
11. Please show the emergency overflow routes for the ponds.
12. Per the Surveyors standard, detention areas must be located within a c ommon area and not on any
portion of a lot. We understand that you are going to present your proposal regarding the
conservancy lot before the County Surveyor.
13_ Show the approximate SSD stub'iocation to each lot.
14. Please label the creek 10D year elevation.
15. Per our previous discussions, please extend a pipe to pick up the drainage from Buckhorn subdivision.
16. Label the rise of the existing culvert pipes under 136th.
17. Note the adjacent landowners on the plans.
18. Rip -rap should be placed at the outlet on both sides of the creek, but not in the flowline. A detail has
been enclosed.
P. 1-`c
AUG 23 '99 04 :41PM P.2/2
13. Rip -cap should be placed at the outlet on both sides of the creek, but not in the flowline. A detail has
been enclosed.
19. This office wishes avoid any street true'! landscaping conflicts w/ SSD storm sewers.
Erosion Control Plan (Show the following).
20. Straw bale placement detail.
2L Silt fence intailatian detail.
22. Note stating that additional erosion control measures may be required in the field by the Inspector.
Storm Sewer Plan Profile Sheets
23. Note open ended inlets for debris guard to be installed.
24. Include note for debris guard to be installed at pond outfall pipe
Detail Sheets (Show the following details. A copy of the approved Hamilton County Regulated Drain
standard detail has been enclosed).
25. Swale cross section. #94 -18)
26. Subsurface drain (SSD).
27. SSD connection to individual lots.
28. Curb stamp detail.
29. Storm sewer manhole, #95 -9)
30. Curb inlet table detail. The storm sewer network data table, as well as any other storm sewer table,
needs to conform to this table (unless approved by the Inspector).
3I Debris guard for use on open ended inlets and pond outfall.
32. Bank armament at outlet pipe in open channels. (495-5)
33. End treatments (rip -rap, gabion baskets, erosion control matting, etc.).
34. Revise Specification #8 on sheet C707. Rip rap is to be a minimum of 9" in size.
Secondary Plat
35. Please provide a secondary plat.
36. Revise secondaryplat per previous comments affecting easements.
Calculations.
37. Please provide the cults for storm sewer sizing.
38. Provide a plan showing the proposed drainage basins.
If you have any questions or comments, please feel free to call this office at 776 -8495.
cc: Carmel
NRCS
Co. Highway
Pittman Partners
Paull. Cripe, Inc.
Attn. Bruce Hagen, P.E., RLS
7172 Graham Road
Indianapolis, Indiana 46250
2.
3.
4.
5.
6.
yc fC
Fire Department Headquarters
2 CIVIC SQUARE
CARMEL, INDIANA 46032
317/571 -2600
RE: ASHBURY PARK, SECT. 1 2 SPRING FARMS, SEC. 3
LETTER OF APPROVAL
The undersigned has reviewed the proposed plans for
Ashbury Park, Sec. 1 2 Spring Farms, Sec. 3
and has approved the plans subject to the following:
1. After review of these projects, I have no additional requirements to be met at this
time.
Date:_August 13, 1999 By: Stanley Puckett, Fire Marshal
Carmel Fire Department
Fire Prevention Saves Lives and Property
01/20/1991 09:18
317 844 -920:3
CLAY R W D
PAGE 02
j iIIp F
`tit
Board of Trustees:
Robert M. Book,
President
Meredith L. Carter,
First Viu President
Max Moore,
Second Vice Prasrdent
Henry a. Stockwell
Treo ursr
Diana Cre eons,
Senwory
Max Turley
Jack L Edwards
John V. Schneider
David S. DeVilbiss
utiirtpry Manager:
Jay W. Alley
Terry Jones
Carmel Dept. of Community Services
One Civic Square
Carmel, IN 48032
Dear Terry:
Regarding the agenda items for the August 18, 1999 TAC meeting, 1 offer the following for your
use. The following listed projects are in the District's service area:
Valvoline 011 Lube
No plans have been submitted to the District for review. Please have the petitioner contact me
to discuss this project so that pions can be reviewed. Building permits should not be issued
without District connection permits,
Altura Gardens
This project was on last month's agenda so 1 will repeat my previous comments. White this
project is in our service area, Altums is not currently connected to the District's sewers. Any
impact of the project on Mum's existing septic system may need to be assessed by the
Hamilton County Heatth Department. Alternatively, Altum's may want to explore connection to
the District's sewers.
Proposed Office Buildings (10900 N. Pennsylvania Street)
Plans have been submitted and preliminarily reviewed by District staff; each building is shown
with an individual connection to our existing sewers. The connections should be via manhole
for both buildings if possible; plans currently show the north building connecting directly to the
existing sewer which is not the preferred means for connection to an active sewer line. As an
attemative, the developer should consider extending an 8" sewer into the site and branching off
with 6" laterals from there.
Park Place Centre
Plans have been submitted to the District but have only been preliminarily reviewed since a set
of plans was not sent to our consulting engineers at Samuel L. Moore Associates. Building
permits should not be issued without District connection permts. Plans will not be approved for
submission to 1DEM without the District's consulting engineers completing their review on our
behalf.
Ashbury Park Sections 1 8 2
Cloy Township Regional Waste District
August 16, 1999
VIA FACSIMILE
Plans have been submitted to the District for review by our consulting engineers at Samuel L.
Moore Associates; revisions have been requested. Revised plans need to be submitted
before they can be submitted to !DEM for State approval. building permits should not be issued
without District connection permits.
P.O. Box 40638 indionapolis, Indiana 46240 -0638 (317) 844 -9200 Fax (317) 844 9203
01/20/1991 09:10 317 -844 -9203
c.
Page 2
Mr. Terry Jones
August 16, /999
Spring Farms Section 3
As part of the Ashbury Park submission, plans have been reviewed by our consulting engineers at
Samuel L. Moore Associates. Building permits should not be issued without Distrtc2 connection permits.
Please note that the District is a member of the Indiana Underground Plant Protection Service (IUPPS).
All requests for utility locates for our facilities should be directed to IUPPS at 1- 840- 382 -5544. Please let
me know if you have any questions or need additional information.
Sincerely,
W. Al ey
ity Ma ager
Tac16AuguscSE7
Ron Lauritsen, SLMA
Candy Feltner, CTRVVD
CLAY R bJ D
PAGE 03
T
TON OUNTY
SERVATION Dis
925 Division Street
Noblesville, IN 46060 -2744
Ph. (317) 773 -1432
Fax (317) 776 -1101
Drainage, Erosion and Sediment Control Plan
Technical Review and Comment
Project Name: A s rl av 2Y P i 'z
Submitted By: As#6uRY R eK. LLe
PO. 007c ssy
C A,?rrEL, N
YLD 3L
Reviewed By: _1 ON a. So vT
l3 eucE f
P:17 CO/ PE
7/7z GPA
NDIA /VA PDL-L5 t =74
YtPtSSo
Plan Review Procedure: Site Visit Date: Plan Review Date: R l7 99
Location:
Legal Description: SC.. .27
Township: /f3 /V Range: 35
Civil Township: CLAY
The technical review and comments are intended to evaluate the completeness of the erosion and sediment control
plan for the project. The erosion and sediment control plan submitted was not reviewed for the adequacy of the
engineering design. All practices included in the plan, as well as those recommended in the comments should be
evaluated as to their feasibility by a qualified individual with structural practices designed by a qualified engineer.
The plan has not been reviewed for local, state or federal permits that may be required to proceed with this
project. Additional information, including design calculations may be requested to further evaluate the erosion
sediment control plan.
The erosion and sediment control plan has been reviewed and it has been determined that the plan:
a
Satisfies the minimum requirements and intent of 327IAC 15 -5 (Rule 5). Notification will be forwarded
to the Indiana Department of Environmental Management.
Refer to the comments section for additional information.
Does not satisfy the minimum requirements and intent of 3271AC 15 -5 (Rule 5); deficiencies are noted in
the checklist and in the comments section. Deficiencies constitute potential violation of the rule and must
be adequately addressed for compliance. The information necessary to satisfy the deficiencies must be
submitted:
Please address revisions to the reviewer.
Proper implementation of the erosion and sediment control plan and inspections of the construction site by the
developer or a representative are necessary to minimize offsite sedimentation. The developer should be aware
that unforeseen construction activities and weather conditions may effect the performance of a practice or the
erosion and sediment control plan. The plan must be a flexible document, with provisions to modify or substitute
practices as necessary.
PRCMECT: Qs HBuit.r Paelc
Page 2 of3
ARE nu FOLLOWING ITEMS ADEQUATELY ADDRESSED ON'.1 PLANS
(All Plants Must Include Appropriate Legends, Scales, and North Arrow)
(Items that are Not Applicable to this Project are designated by NA)
Yes No PROJECT INFORMATION
IA Project Location Map (Show project in relation to other areas of the county)
,gtJ IB Narrative Describing the Nature and Purpose of the Project
k] IC Location of Planned and/or Existing Roads, Utilities, Structures, Highways, etc...
0 1D Lot and/or Building Locations
O 0 1E Landuse of Adjacent Areas
(Show the Entire Upstream Watershed and Adjacent Areas Within 500 Feet of the Property Lines)
Yes No TOPOGRAPHIC, DRAINAGE, AND GENERAL &Lb FEATURES
O 2A Existing Vegetation Identify and Delineate
O 2B Location and Name of All Wetlands, Lakes and Water Courses On and Adjacent to the Site
O 2C 100 Year Floodplains, Floodway Fringes, and Floodways (Note ifNone)
O. 2D Soils Information (If hydric soils are present, it is the responsibility of the ownerfdeveloper to
investigate the existence of wetlands and to obtain permits from the appropriate government agencies.)
O 0 2E Existing and Planned Contours at an Interval Appropriate to Indicate Drainage Patterns
O 2F Locations of Specific Points Where Stormwater Discharge Will Leave the Site
t 0 2G Identify All Receiving Waters( IfDischarge is to a Separate Municipal Storm Sewer, Identify the
Nacre of the Municipal Operator and the Ultimate Receiving Water)
O 2H Potential Areas Where Storm water May Enter Groundwater (Note if None)
g 0 2I Location of Stormwater System (Include Culverts, Storm Sewers, Channels and Scales)
Yes No LAND DISTURBING ACTIVITIES
0 3A Location and Approximate Dimensions of All Disturbed Areas [Le.. Construction Limits]
(Areas Where Vegetative Cover Will Be Preserved Should be Clearly Designated)
3B Soil Stockpiles and or Borrow Areas (Show Locations or Note Prone)
Yes No EROSION AND SEDIMENT CONTROL MEASURES
,1 4A Sequence of When Each Measure Will Be Implemented (Relative to Earth Disturbing Activities)
O IN 4B Monitoring and Maintenance Guidelines for Each Measure
O g 4C Perimeter Sediment Control Measures (Location, Construction Detail, Dimensions, and Specifications)
4D Temporary Seeding (Specifications; Including Seed Mix, Fertilizer, Lime, and Mulch Rates)
0 4E Temporary Erosion and Sediment Control Measures
(Location, Construction Detail, Dimensions, and Specifications)
4F Permanent Erosion and Sediment Control Measures
(Location, Construction Detail. Dimensions, and Specifications)
0 4G Storm Drain Inlet Protection (Location, Construction Detail, Dimensions, and Specifications).
O 411 Stormwater Outlet Protection (Location, Construction Detail, Dimensions, and Specifications)
4I Stable Construction Entrance (Location, Construction Detail, Dimensions. and Specifications)
O 0 4J Erosion and Sediment Control on Individual Building Lots (Specifications)
0 4K Permanent Seeding (Specifications; Including Seed Mix, Fertilizer, Lime, and Mulch Rates)
Revised 4 97
Project: ASHQUrt y PAZK
Page 3 of 3
ER031011AND_SEDIME NT ONTR PT AN
TECHNICAL, REVIEW
COMMENTS
Note: All erosion and sediment control measures shown on the plans and referenced in this review must meet the
design criteria, standards, and specifications outlined in the 'Indiana Handbook for Erosion Control in
Developing Areas from the Indiana Department of Natural Resources, Division of Soil Conservation or similar
Guidance Documents.
1. CIECk sw41-E G ,e.41) E A? eeiv> of LOTS,
Z• /NE REAR yaeD sw44E 8EN /Mt c.oT,S /D /s PEED AND vNSr6HYL.Y. CAN
E rrN 'TNE Ex/Sri/tie, ToPc 4 N ELiNJN.4TE THE
3, 6//E /NLE r ENOi.' frT THE E.VA. of A. SNgue r ti'I V E.?'
4 1. EECOH/tr .lb su)Ai -E AT 2F�o2 OF LE) 9I /3tc EXTFNDED /0o,-7
.5 L L.vo/ /L./) 1 E 00E,e LANZ) FLbW AT TOE •eE4e of cor5 7Z-5
AA/0 £e DVGe THE .1/ZE OF THE STD/ZIT
4 46E /S A/EDE i AIT 77,L,E ,t'�41,2 of lori
P.E t TEI 0 7 EC T /!yt/ sizBp ,,t 77/e- Wa7'EPSNov /S NEEDE.J
cc: Ca'?r
/1 /G,uuLAY
C? Svc ✓E?p /Z
>rL E
Copies
Date
Description
1
7/23/99
Construction Plans
1
7/23/99
Secondary Plat and Application for Ashbury Park Section I
1
7/23/99
Secondary Plat and Application for Ashbury Park Section II
1
7/23/99
Secondary Plat and Application for Spring Farms Section III
Copies for Distribution
As Requested
PAUL I. CRIPE. INC.
7172 Graham Road
Indianapolis, Indiana 46250
317- 842 -6777
FAX# 317- 841 -4798
Date: July 23, 1999
PIC Job 980528 -20100
C>3ek
'JUL 23 1.9n
LETTER of TRANSMITTAL ooco
To: Mr. Terry Jones
Department of Community Services
One Civic Square
Carmel, IN 46032
Re: Ashbury Park
We are sending you the following items via: courier
Shop Drawings
Copy of Letter
X
Prints
Change Order
Plans
Attached
Samples
Report
Specifications
Other
THESE ARE TRANSMITTED as checked below:
Remarks:
CC:
Signed: ban c ?'TL w:,a,
Transmittal Only: Steve Pittman
Notice: The drawing /computer files listed above are the property of Paul I. Cripe, Inc. and are transmitted for reproduction use only. Any
modification or reuse of the documents without written permission from Paul I. Cripe, Inc. is prohibited. Any person or entity using these
documents for any purpose other than the project for which they were originally intended, with or without permission froRraul I. Cripe,
Inc., by their use agrees to indemnify and hold harmless Paul I. Cripe, Inc. from any loss, including but not limited to attorney's fees,
occurring from their use.
O 11998\ 98052 812 01 0010OC S198528t09. doc
Architects Engineers Landscape Architects Land Planners Land Surveyors Environmental Consultants
For Approval
Approved as Submitted
Resubmit
Copies for Approval
For Your Use
Approved as Noted
Submit
Copies for Distribution
As Requested
Not Approved
Return to Paul I. Cripe, Inc.
Corrected Prints
For Review and Comment
X
Reviewed for Compliance
PAUL I. CRIPE. INC.
7172 Graham Road
Indianapolis, Indiana 46250
317- 842 -6777
FAX# 317- 841 -4798
Date: July 23, 1999
PIC Job 980528 -20100
C>3ek
'JUL 23 1.9n
LETTER of TRANSMITTAL ooco
To: Mr. Terry Jones
Department of Community Services
One Civic Square
Carmel, IN 46032
Re: Ashbury Park
We are sending you the following items via: courier
Shop Drawings
Copy of Letter
X
Prints
Change Order
Plans
Attached
Samples
Report
Specifications
Other
THESE ARE TRANSMITTED as checked below:
Remarks:
CC:
Signed: ban c ?'TL w:,a,
Transmittal Only: Steve Pittman
Notice: The drawing /computer files listed above are the property of Paul I. Cripe, Inc. and are transmitted for reproduction use only. Any
modification or reuse of the documents without written permission from Paul I. Cripe, Inc. is prohibited. Any person or entity using these
documents for any purpose other than the project for which they were originally intended, with or without permission froRraul I. Cripe,
Inc., by their use agrees to indemnify and hold harmless Paul I. Cripe, Inc. from any loss, including but not limited to attorney's fees,
occurring from their use.
O 11998\ 98052 812 01 0010OC S198528t09. doc
Architects Engineers Landscape Architects Land Planners Land Surveyors Environmental Consultants