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City of Carmel
Department of Community Services
Jon Dobosiewicz
] Civic Square
Carmel, Indiana 46032
Dear Jon,
September 30, 2004
Please find attached per your request, one (l) mylar and three (3) paper copies of
the recorded Secondary Plat for the Village of Towne Pointe, Section One. This plat was
recorded on February 20, 2004 as Instrument # 200400010842, PC 3, Slide 348. As we
discussed earlier this week all goveming bodies have verbally approved all the
infrastructure improvement, none of which have responded in writing. Those entities
include
1. Hamilton County Highway Department
2. Hamilton County Surveyor's Office
3. Clay Township Regional Waste District
4. Carmel Utilities, Water Department
Our hope is that we can now apply and obtain building permits on this new
subdivision within the next two weeks. Tfthere is anything I need to do or follow up on
please do not hesitate to call me.
Thank you for your continued help with this project, I have enjoyed the
experience working with you and your colleagues, I look forward to many future
projects
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DOCS, 1 Mylar & 3 Copies
David Barker, 1 Copy
File
597 Industrial Drive · Suite 104. Carmel, IN 46032 . Phone: 317.846.3798 . Fax: 317.846.3796 · elliottwright.com
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MAR-02-2004 11: 31 FROM: HAMIL T(i' "0 HWY DEP 3177769814
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HAMILTON COUNTY
HIGHWAY DEPARTMENT
March 2, 2004
Mr. Parvin C. Wright III
BeA Group
13439 COlby Court
Carmel, IN 46032
VIAFACSIMILE
RE: Towne Point Subdivision
Landscape plans
N of 131 ~I Street I E of Towne Road
Clay Township
Dear Mr. Wright:
ThIs letter serves to acknowledge receipt ofa transmittal received 2111/04 contaIning the
landscape plans for the above..mentioned project. After reviewing the plans the Highway
Department has the following comments:
1. Please show, label and dimension the right of way line along Towne Road.
2. A copy of the landscape plans must be attached to the construction plans.
If you have any questIons or comments concerning this letter. please feel free to contact
me at anytIme.
Sincerely.
ILlg~
4~n .:.I. Broennann
Staff Engineer
cc: Jon Dobosiewicz
Greg Hoyes
G:\USERS\SBI04tac\02-02.o4tOW!'1epoint.doc
1700 South 10lh Street
Nnble."lviIJe, In. 46060
~~C4b..lllnllton .In.us
Of:fil!e (3l7) 773-7770
Fax (317) 776-9814
FEB 17 'f:l4 134: 42PM
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XenlOl1 C. 'Ward, Survey'or
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February 17,2004
BCA Group, LLC
Attn: Parvin Wright
597 Industrial Drive
Suite 104
Cannel, IN 46032
VIA FACSIMILE: 846~3796
Re: Towne PointeDeveloprnent Plan
Dear Mr. Wright:
We h~ve reviewed the development plan submitted to the Hamilton COW1ty Surveyor's Office on
February 6, 2004 for this project and have the following comments:
1. Please submit the following procedural items to this office, petition for regulated
subdivision, non-enforcement request for subdivision, outlet pennit, engineer's
estimate, and all associated bonds for 100% of construction cost. The applications are
available on our web site atwww.co.hamilton.in.us. go to Departments, Surveyor, and
Drainage Pemtits.
2. No plans win be approved by this office without a P ,E. stamp on the prints. Please
make sure the stamp is included with the next submittal.
3. Please show adjoining property owners lots and names on the development plan.
4. Please label Towne Road, existing ROW, and Proposed ROWan development plan.
S. Please show Topo. infonnation for Block "A."
6. Please label r;;mergency spiilway elevation on the development plan.
7. No debris guard will be needed on structure 36.
8. The curb underdrains at the East end of President Street will need to be tied into an
adequate outlet on a temporary basis, until the VOWC section develops.
9. Street drainage on Olivewood Circle is not dearly shown. FleW!Je show how the
water on the stub street drains.
10, A conflict with storm pipe and ourb underdrain occur at the end of Olive wood Circle
(structure 16.to 19) and Speakers Court (structure 810 9). Please find a way to
eliminate these conflicts, possibly a SSD cleanollt at that point or other acceptable
solution.
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11. Please show 6" SSD under curbs on the development plan, per the standards.
12. The method of showing the SSD laterals to each lot will not be acceptable with our
As-built Standards. A lateral needs to be shown off the main line at the center of each
lot. This will need to be shown will an actual line, not a note calling it out
13. Please label Block ~'A" as common area and D.E. on development plan and plat.
14. Please label 13191 Street, existing ROW, and Proposed ROWan development plan.
15. Please show the pool elevations for the existing pond in the VQWC. This
information can be attained from Schneider Engineering.
16. Please show the Topo. Information for the existing .lots along Towne Road. This is
needed to determine if these lots 'Will drain as currently designed.
17. Please show the complete TO'WIle Road improvements on the development plan
(extend the road on sheet 45).
18. Please provide aletter from Hamilton County Soil and Water District that they are
acceptable with all erosion control issues for this site.
19. Please show the location of existing wells and septic systems on the existing homes
along Towne Rd. The perimeter drains will need to be maintained so the systems
function until the homes connect to the sanitary sewer system.
20. The D.E. on the rear oflofs 16 to 19 needs to be increased to 25' to allow for 15 feet
on the west side of the pipe. The D.E, on the rear oflot 15 needs increased 10 allow
more working room on the pipe.
21. No landscape planting will be permitted or allowed within the proposed regulated
drainage ellSements per lndiana Code 36.9-27-33(d). Please show the regulated
drains and the corresponding easem.ents on the landscape plans for approval by this
office.
22, Please include the following HCSO Standard Details in the construction prints: 0-5,
SSD-l, D-12, D-16. D-18, D.20, and D-2L
23. Once the above issues are resolved and all issues with HCHD are resolved, 8 copies
of the plfms will be requested for approval by this office and HCHD.
24. Please note that further comments may be necessary at a later date.
Should you have any questions, I can be reached at 317-716-8495.
Sincerely,
91.",,~
"=g~yes
Plan Reviewer
Cc: Jon Dobosiewicz- Carmel DOCD
John SO\lth ~ HCSWCD
Steve Broermann - HCHD
_ FEB~,~2-2004 15: 24 FROM: HAMIL TQ'~ '0 HWY OEP 3177769814
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TO U S71 2426
P.001/002
HAMILTON COUNTY
HIGHWAY DEPARTMENT
February 2, 2004
/
Mr, Parvin C. Wrignt III
BCA Group
13439 Colby Court
carmel. IN 46032
RE:
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(R~VI$'I;rd-Secon"dary.P'at and Construction Plans
N of 131~' Street I E of Towne Road
Clay Township
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Dear Mr. Wright:
This letter serves to acknowledge recelpt of a transmittal received 1/26/04 containing the
revised plans for the above-mentioned project. After r'evleVll'ing the plans the Hlghway
Department has the following commen1s (I have maintained the numbering from the
September 17, 2003 and December 12. 2003 letter):
1. An Application for Project Review needs to be complefed and the appropriate
review fees for a Primary Plat, Secondary Plat and Construction Plan paid, befor~
any approvals will be granted from this office. I have enclosed a blank form for your
use. The fees have net been received. No further review will be completed until
the neeessary fees are paid.
2. OK.
3. Before any approvals are granted for the secondary platl performance bonds must
be submitted for 100% of the construction cost of the followingiterns; Stone Base,
HAC BInder, HAC surface. Concrete Cutbs and Street Name and Regulatory Signs.
4. OK.
5. OK
6. OK.
7. OK. Additional rIght of way must be acquired to the south. Please forward the
dedication of right of way forms to. my attention. Plans cannot be approved
until the right of way Is obtained.
8. OK.
9. The cul-<le~9ac for Speakers Court exceeds the 600' allowable length. Please make
the necessary revlslon$ to correct the length. If the street is to remain as shown. a
variance will be needed from the Hamil'lon County Board of Commissioners. The
variance must be obteinad prior to approval of the construction plans.
10c OK.
11. OK.
12. OK.
13. Include the street names on the site plan sheets.
14. OK.
15. OK.
171>0 South 10~1I Street
Noble~ville. In. 46060
www.co.b..milt/)l.l.irlJ~!
Office (3J7) 773-7770
FRx (317) 776-9814
FEB4}2-2004 15: 24 FROM: HAMIL T[i '0 HWY DEP 3177769814
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P.002/002
16. OK.
H.OK.
18. OK.
19. OJ<,
20. OK.
21. OK.
22. OK.
23. OK.
24. OK.
25, OK. Please verify that the pipe east of structure 9 will not Interfere with the SSD. The
SSD can be split at thIs loeatlon, however, ctean outs will be required on the
SSD south of structure 38. The location and spacing of the cleanouts will be
determinad by the Surveyor's Office.
26. OK.
27. OK.
28. OK.
29. OK.
3D. OK.
31.0K.
32. OK.
33. Please be aware that further comments may be necessary at a later time. after
revisions are made and all necessary plan sheets. are Included.
34. OK.
35. OK.
36. OK.
37. OK.
38. A copy Df the landscape plans must be attached to the construction plans.
please varify on the plans that nothing is planted within the right of way.
39. A proflle Is needed for storm sewer structure 55,89 well as the Invert on the
south side of the road.
If you have any questions or comments coneemlng this letter, please feel free to contact
me at anytime.
Sincere~y.
/t/~
, Steven J. Broermann
Staff Engineer
cc; Jon Doboslewicz
Greg Hayes
G:\USERS\SBI04taclD2-Q2-04towMlpolnLdoc
( ) ( ')
EROSION AND SEDIMENT CONTROL PLAN
TECHNICAL REVIEW AND COMMENT
Hamilton County Soil and Water Conservation District
1108 South 9th Street, NoblesviJIe IN 46060
Ph- 317-773-1432 or Email at iohn-south@iaswcd.org
PROJECT NAME: The Village of Towne Pointe
SUBMITTED BY: Landlink Development
597 Industrial Drive, Suite 104
Carmel, IN 46032
317-846-3798
BCA Group LLC
14349 Colby Court
Carmel, IN 46032
REVIEWED BY:
John B. SouthP.E.
Certified Professional in Erosion and Sediment Control
PLAN REVIEW DATE:
January 29, 2004
Acreage: 30.8 ac
LOCA nON: north-east corner of 13 I st Street and Towne Road
LEGAL DESCRIPTION: Sec. 28
TOWNSHIP: 18N
RA.NGE: 3E
CIVIL TOWNSHIP: Clay
SOIL SURVEY MAP SHEET: 49
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 reviewedfor 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 theirfeasibility by a
qualified individual with structural practices designed by a qualified engineer. The plan has not been reviewedfor local, state,
or federal permits that may be required to proceed with this project. Additional informal ion, including design calculations may
be requested to further evaluate the erosion and sediment controL plan.
The erosion and sediment control plan has been reviewed and it has been determined that the plan:
X Satisfies the minimum requirements and intent of 327.IAC 15-5 (Rule 5). Notification will be forwarded to the
Indiana Department of Environmental Management.
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 o.ff-site sedimentation. The developer should be aware that unforeseen construction
activities andwealher conditions might affect the performance of a practice or the erosion and sediment control plan. The plan
must be aflexible document, with pr.ovisions to modifY or substitute practices as necessary.
Revised 4 / 97
Cc: Carmel DOCS
Ha. Co. Surveyor
IDEM
File
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( )
EROSION AND SEDIMENT CONTROL PLAN
TECHNICAL REVIEW AND COMMENT
Hamilton County Soil and Water Conservation District
1108 South 9th Street, Noblesville IN 46060
Ph- 317-773-1432 or Email at . ohn-south
PROJECT NAME: The Village of Towne Pointe
SUBMITTED BY: Landlink Development
597 Industri~l Drive, Suite 104
Carmel, IN 46032
317-846-3798
BCA Group LLC
14349 Colby Court
Carmel, IN 46032
REVIEWED BY:
John B. South P.E.
Certified Professional in Erosion and Sediment Control
PLAN REVIEW DATE:
December 24, 2003
Acreage: 30.8 ac
LOCATION: north-east corner of 1315t Street and Towne Road
LEGAL DESCRIPTION: Sec. 28
TOWNSHIP: 18N
RANGE: 3E
CIVIL TOWNSHIP: Clay
SOIL SURVEY MAP SHEET: 49
The technical review and comments are intended to evaluate the completeness uf the erosion and sediment control plan for the
project. The erosion and sediment control plan submitted was not reviewedfor 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/or local, slate,
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 and sediment control plan.
The erosion and sediment control plan has been reviewed and it has been determined tbat the plan:
Satisfies the minimum requirements and intent of 3271AC 15-5 (Rule 5). Notification will be forwarded to the
Indiana Department of Environmental Management.
Refer to the comments section for additional information.
X Does not satisfy the minimum requirements and intent of 327IAC 15-5 (Rule 5); deficiencies are noted in the
checklist and in the comments section. Deficiencies constitute potential violations of the rule and must be
adequately addressed for compliance. The information necessary to satisfy the deficiencies must be submitted:
Proper implementation of the erosion and sediment control plan and inspections of the construction site by the developer or a
representative are necessmy to minimize offsite sedimentation. The developer should be aware that uY{foreseen construction
activities and weather conditions might affect the performance of a practice or the erosion and sediment control plan. The plan
must be aflexible ducument, with provisions to modifjl or substitute practices as necessary,
Revised 4 I 97
PROJECT:
U
The Village of Towne Pointe
u
Page 2 of 3
Yes No
x IA
x 18
x IC
x 1D
x IE
Yes No
x 2A
X 2B
x 2C
x 2D
x 2E
x 2F
x 2G
x 2H
x 21
Yes No
x 3A
x 3B
Yes No
x 4A
x 4B
x 4C
x 40
x 4E
x
4F
X 4G
x 4H
41
x 4J
x 4K
x
ARE THE FOLLOWING ITEMS ADEQUATELY ADDRESSED ON THE PLANS?
(All Pian.~ MWit Include Appropriate Legends, Salles, ami North Arrow)
(Items that are Not Applicable to this Project are desIgnated by NA)
PROJECT INFORMATION
Project Location Map (Show project in relation to other areas of the county)
Narrative Describing the Nature and Purpose of the Project
Location of Planned andlor Existing Roads, Utilities, Structures, Highways, etc.
Lot and/or Building Locations
Landuse of Adjacent Areas
(Show the Entire Upstream Watershed and A (1jacent Areas Wit/un 500 Feet of the Property Lines)
TOPOGRAPHIC, DRAINAGE, AND GENERAL SITE FEATURES
Existing Vegetation (IdentifY and Delineate)
Location and Name of All Wetlands, Lakes and Water Courses On and Adjacent to the Site
100 Year Floodplains, FloodwayFringes, and Floodways (Note if None)
Soils Information (Ifhydric soils are present, it is the responsibility oithe owner/developer to
investigate the existence of wetlands and to obtain permits from the appropriate government agrmcies)
Existing and Planned Contours at an Interval Appropriate to Indicate Drainage Patterns
Locations of Specific Points Where Stormwater Discharge Will Leave the Site
Identify All Receiving Waters ( If Discharge is to a Separate Municipal Storm Sewer, Identify the
Name of the Municipal Operator and the Ultimate Receiving Water)
Potential Areas Where Storm water May Enter Groundwater (Note If None)
Location of Stormwater System (include Cuiverts, Storm Sewers, Channels, and Swales)
LAND DISTURBING ACTIVITIES
Location and Approximate Dimensions of All Disturbed Areas [ie, Construction Limits)
(Areas Where Vegetative Cover Will Be Preserved Should be Clearly Designated)
Soil Stockpiles and or Borrow Areas (Shaw Locations or Note if None)
EROSION AND SEDIMENT CONTROL MEASURES
Sequence of When Each Measure Will Be Implemented (Relative to Earth Disturbing Aclivittes)
Monitoring and Maintenance Guidelines for Each Measure
Perimeter Sediment Control Measures (Location, Construction Detail, Dimensions, and Specifications)
Temporary Seeding (Specifications; Inciuding Seed Mix, Fertilizer, Lime. and Mulch Rates)
Temporary Erosion and Sediment Control Measures
(Location. Construction Detail, Dimensions, and Specifications)
Permanent Erosion and Sediment Control Measures
(Location, Construction Detail, Dimensions, and Specifications)
Storm Drain Inlet Protection (Lucation, Construction Detail, Dimensions., and Specifications)
Stormwater Outlet Protection (Location, Construction Detai!, Dimensions, and Specifications)
Stable Construction Entrance (Location, Construction Detail, Dimensions. and Specifications)
Erosion and Sediment Control on Individual Building Lots (Specifications)
Permanent Seeding (Specifications, Including Seed AI/x, Fertilizer, Lime, and Mulch Rates)
Revised 4 / 97
..
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EROSION AND SEDIMENT CONTR<JL PLAN
TECHNICAL REVIEW
COMMENTS
PROJECT:
The Village of Towne Pointe
Page 3 of 3
Note: All erosion ami ~iediment control measures shown on the plans and referenced in this review must meet the design
criteria, s/mulards, and specification.~ outlined in the" Indiana Hmidbook for Ero~'i,!n Control in Developing Aretrs" from tire
Indiana Department of Natuml Resources, Division of Soil Conservation or similar Guidance Documents.
4A. I would recommend showing the two sediment basins, the construction entrance, silt fencing and offsite
ditch on a single sheet. These practices would be required to be installed prior to mass grading. T think the
single sheet without all the shading for the seeding would make these practices standout.
Please show the berm along the west side of the site.
Point 5 on your sequence- I assume the soil for this step is coming from other areas of the site. Sediment
basin #2 needs to be installed prior to mass earthwork.
Point 12- Remove sediment basin #1 only after storm sewer is installed.
This sequence requires the sanitary and storm installed prior to mass grading. Is this intended?
4B. See the DNR Manual for Urban Development for maintenance specifications for each practice.
4C. The sequence requires the storm be installed prior to installing SB#2. This would effectively direct most
of the site water offsite without going through the SB#2. I would like to see the storm sewer temporarily
disconnected and drain into the basin. The discOlmect should remain until the majority of the homes are
built.
4E. Show erosion control blankets in the swales and in the offsite ditch.
40. Recommend silt fence boxes at drop inlets instead of the strawbales. An inlet protection detail is needed
for the end sections. The legend speaks of a silt fence cage. No detail exi sts on the plan.
4H. Provide detail.
4J. Details or instructions are needed for home building construction.
4K. The penn anent seeding needs to cover all swales.
Note: IDEM will be notified when the plan is approved.
Cc: Carmel DOCS
Ha. Co. Surveyor
File
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Mr. Jon Dobosiewicz
Planning Department
City Hall
One Civic Square
Carmel, Indiana 46032
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Re: Secondary Plat ofthe Village of Towne Pointe
Northeast Corner of 13181 & Towne Road
Dear Mr. Dobosiewicz:
As requested please find attached one (1) bond print for the Planning Department review
and approval of the Secondary plat for the Village of Towne Pointe subdivision. Once
your office has approved the submitted plat, we will begin the routing process through
the appropriate City of Carmel for signing. I have included one copy of sheets 1-6 of 7
for review and four copies of signed signature page 7 of 7. I will produce the balance of
copies of sheets 1-6 of 7 once you have informed us that the plat has been approved.
If you have any technical questions please contact Darryl Phillips at Weihe Engineers,
317 -846-6611. Any other questions that you might have please contact me on my cell
phone, 317-714-6694.
Sincerely,
10
Man . er
Elliott Wright Group LLC
BCA Group, LLC
CC
Darryl Phillips, Weihe Engineers
597 Industrial Drive. Suite 104 . Carmel, IN 46032 . Phone: 317.846.3798 . Fox: 317.846.3796 . elliottwright,.com
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Michael L. Smith
13189 Towne Road.
Carmel, In 46032
December 16) 2003
Dear Michael;
,.
Attached is an Offer to Purchase Real Estate ('the Offer') that reflects the
purchase ofa 75 foot right of way purchase as we have discussed on previous occasions.
The purchase price is for $40,000.00 per acre, which is the purchase price of all other raw
acreage on this project. In addition to the monetary payment I am also offering to bring
City Water and Sanitary Sewer to your house and connect to existing facilities with in
five (5) feet of the home.
Exhibit C) attached to 'the Offer' reflects the total Value of the payments to you
and the cost tome to bring the utilities to your house. I am sure if you were to inquire
with local Real Estate professionals that the ability to have City Utilities available will
significantly increase the value of the current home market value.
Therefore, I am offering to you) both cash and utilities at the purchase price OR I
will pay you directly for the total value of the Offer in cash and T will not bring utilities to
the house. Thank you for your continued interest in this transaction. I can be reached
anytime on my mobile phone at 317-714~6694, if you have any questions.
~
c ri ght
Managing Member
LandLink Development, LLC
Elliott Wright Group, LLC
CC -- r' 'J-'- A',
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Jon Dobosiewicz, City of Carmel) Department of Community Services /~y/ . --<~
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Joseph C. Dawson
4141 1 16th Street W.
Carmel, In. 46032
December 16, 2003
Dear Joe;
Attached is an Offer to Purchase Real Estate ('the Offer') that reflects the
purchase of a 7S foot right of way purchase as we have discussed on previous occasions.
The purchase price is for $40,000.00 per acre, which is the purchase price of all other raw
acreage on this project. In addition to the monetary payment I am also offering to bring
City Water and Sanitary Sewer to your house and connect to existing facilities with in
five (5) feet of the home.
Exhibit C, attached to 'the Offer' reflects the total Value of the payments to you
and the cost tome to bring the utilities to your house. I am sure if you were to inquire
with local Real Estate professionals that the ability to have City Utilities availabLe will
significantly increase the value of the current home market value.
Therefore, I am offering to you, both cash and utilities at the purchase price OR I
will pay you directly for the total value of the Offer in cash and I will not bring utilities to
the house. Thank you for your continued interest in this transaction. I can be reached
anytime on my mobile phone at 317-714-6694, if you have any questions.
Wrg
Ma . g Member
LandLink Development, LLC
Elliott Wright Group, LLC
CC
Jon Dobosiewicz, City of Carmel, Department of Community Services
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DEe -12-2003 09: 18 FROM: HAMIL TCi' ~O HWY DEP 3177769814
V
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P.001/003
HAMILTON COUNTY
HIGHWAY DEPARTMENT
December 12, 2003
Mr. Parvin C. Wright III
SeA Group
13439 Colby Court
Carmel. IN 46032
RE: ~1i~"I'~~~~dmI,si9" 4; if .
Re'Vlsed-Secor;\CISII:y-'~.latand Construction Plans
N of 131~ Street I E of Towne Road
Clay Township
Dear Mr. Wright:
;
/
This 1e1ler serves to acknowledge receipt of a transmittal received 11/26/03 containing
the revised plans for the above-mentioned project After reviewing the plans the Highway
Department has the following comments (I have maintained the numbering from the
September 17, 2003 letter);
1. An Application for Pro/act R$vlew needs to be completed and the appropriate
review fees for a Primary Plat, Secondary Plat and Construction Plan paid. before
any approv<!lls will be granted from this offica. 1 have enclosed a blank form for your
use. ,.he fees have not been received. No further review will be eompleted until
th'e necessary fees are paid.
2. OK.
3. Before any approvals are granted for the secondary plat, performance bonds must
be submltt~d for 1 OOtl/1) of the construction cost of the followlng Items: S~o.,e Base,
HAC Binder. HAC surface. Concrete CurbS and Street Name and RegUlatory Slgns,
4. OK.
5. A break Is needed in the nonMaeeess easement for the driveway for Block A. The
easement must be shown across Block A, wJtb a break at the existing drive.
6. OK, the. passing blister has been eliminated m lieu gf the improvemenb to
131 gl street and Towne Road.
7. The dimensions fOr theaeeel/decellane are as follows: 1 DO' 1aper. 150' lane and
100' taper. The entrance must be shifted to the north to accommodate the full length
of the accelldecellanes. If the lanes are to remain as shown on the plans, the
additional right of way must be acquired to the south. Please forward the
dedication of right of way-formS to my attention.
8. All u1illty poles that are within the limits of the accel/decellane must De moved prior
to the construction of the entrance.
9. The cul--de-sac for Speakers Cour1 exceeds the 600' allowable length. Please make
the necessary revisions to correct th.$ length. 1f the street is to remain as shown, a
variance wIll be needed from the Hamilton County Board of Commissioners. The
variance must be obtained prior to approval of the construction plans.
1701} South 10.h Stre(lt
NoblesviIJe, In. 46060
WWVI' ,1;1).h aml1ton.ln. us
Offic:e (3. 7) 773-7770
Fax (317) 716-9814
DEC-12-2003 09:18 FROM:HAMILTU \0 HWY DEP 3177769814
'-I
TOU7 571 2426
P.002/003
10. Please note on the secondary plat and constructIon plans that decorative signs,
sprinkler systems, trees, landscaping mounds, fences, light poles or other such
ameni1ies are not permitted In the right of way.
11. Show the SSD on the Site Pla-n.
12. Please include a Traffic Control sheet with the nex1 submit1al. The plan should show
the location Qf all street signs. stop signs and speed limit signs. Include a legend that
sho.:ws the type and number of each sign needed. If the mid-block crosswalk is to
remain, the necessary advaoce waming and crosswalk signs will be required. The
crosswalk signs must b~ 30x30 high Intensity yellow W11-2sign and W16.7
plaque. One 15 needed fOr each side of the crosswalk at both locations. Include
the signs ami specs in the legend and show the location on the plan.
13. lnclude the street names on the site plan sheets.
14. Please include the Maintenance of Traffic sheet ror the construction along Towne
Road. The following notes should be Included on the plan; The notes should
include but not be limited to the ftdlgwing: Flagger Ahead signs to be covered
or taken down when f);;Iggers not present, and Any drop off adjacent to the
travel lane which exceeds. 4" must havfi! type II drums with type 'A' flashers
spaced 9V9ry 100'.
15. OK.
16. OK, include the right of way line on the landscape plans.
17. OK.
18. OK.
19. OK.
20. OK. the main along 13f'L Street should be located at th~ rear of the right of
way.
21. OK.
22. Details of the intersections and entrance must be provided. The entrance plan should
include the road widening, accel/decellanes. $triping plans ~nd pavement section
plus and other pertinent information. Dimension the widening and shoulders on
Sheet 8. WhQ are the lIoth\&rs" that will be re.ocatlng the power poles?
23. Include all the necessary HCHD Standard Plans.. including C-1, C~5. C-6, P~1. &-1,
3.2, S.3, 5-4, U-2, U-3 and U4. C-1. P.1 and U-3 are not shown, also U.1 must
be removed.
24. OK.
25. OK. Please verify that the pipe east of structure 9 wlJl not interfere with the
SSD,
26. OK.
\ 27. OK.
28. OK.
29. OK
30. OK.
31. OK.
32. Directional ADA ramps will be required at each Intersection. Single depreSSions in
the radlf will not be permitted. A ramp in each direction is requIred, Arl ADA rsmps
must be concrete and meet the attached INDOr S1andards for ramp construction.
DECa12-2003 09:18 FROM:HAMILTt.):O HWY DEP 3177769814
TC'07 571 2426
Please Include the details in the plans. The lNDOT specs must be Included In the
plans.
33. Please be aware that further comments may be necessary at a later time. after
revisions are made and alt necessary plan sheets are included.
34. Subsurface drain laterals must be shown for Gach lot.
35. Remove the ADA ramps at the south end of the cul..deooSac.
36. The asphalt path section must be Included; the sadlon should consist of a 6"
stone base. 3" binder and 111 surface.
37. A plan and profile Is needed for the storm seweD' structure and pipe near
structure 49.
If you have any questions or comments concerning this letter,please feel free to contact
me at anytime.
Sincerely,
~/g~-
Steven J. Broerman"
Staff Engineer
00: Jon Dobosiewicz
Greg Hoyes
G:\lJ SERS\Se,\0319c\ 12- 1 , .03townepoinl.doc
P.003/003
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Carmel Clay Schools - Continuing Excellence in
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December 2, 2003
Mr. PC Wright
Elliott Wright Group LLC
597 Industrial Drive
Suite 104
Carmel, I N 46032
RE: ~geOfTowneJ:omte;-sect~
Dear Mr. Wright:
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Thank you for your recent submittal of the preliminary site plan for Village of Towne Pointe,
Section One.
Carmel Clay Schools generally does not provide bus service in cul-de-sacs for school age
children. The cul-de-sac in this proposed development will not support the turning radius of
our standard 84-passenger school bus. Children will be required to walk to their bus stop
which would be located at the corner of President Street and Speakers Court.
If you wpuld like to discuss this further or have any questions, please feel free to contact me
at 317-815-3962.
Sincerely, ~
~~
Director of Facilities and Transportation
C: City of Carmel, Department of Community Services
File
Faa1ities & TransportationDepatttnent - 5185 East 13r Street, Carmel, IN 46033
317/844-8207 -Fax 317/571-9659
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December 2, 2003
PC Wright
Elliott Wright Group
597 Industrial Drive, Suite 104
Carmel, IN 46032
RE: 6\ziH~~e:;ot T,O'Mo,e' pOiPt~O~
Dear Mr. Wright:
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.
Respectfully I
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Micha~1 D. Fogarty
Chief of Police
MDF:vb
cc: Dept. of Community Services
(3117l571-2500
A Nationally Accredit "0" ....iw~.mforcementAgency
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CIVIL ENGINEERS, LAND SURVEYORS, LAND PLANNERS, LANDSCAPE ARCHITECTS
Mr. Jon Dobosiewicz
Planning Department
City Hall
One Civic Square
Cannel, Indiana 46032
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November 18,2003
RE: Secondary Plat of The Village of Towne Pointe
Northeast Comer of 131 st Street & Towne Road
BCA Group, LLC
WEI Project No. W03-0 67
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Dear Mr. Dobosiewicz:
Per the request ofMr. Chuck Wright ofBCA Group, LLC, please find attached one (1) bond
print for the Planning Departments' review and approval of the secondary plat for The Village of
Towne Pointe subdivision. Once your office has approved the submitted plat, we will begin the
routing process with the appropriate County officials for signing off on the secondary plat.
If you have any questions regarding the submittal process of the secondary plat, please contact
Mr. Chuck Wright at phone no. 846-3798.
If you have any technical questions regarding the submitted secondary plat, please contact me.
Sincerely,
C\J~-~D~~
Danell G. Phillips, P.E.
Project Manager
ALLAN H. WEIHE, P.E., LS. - PRESIDENT
10505 NORTH COLLEGE AVENUE INDIANAPOLlS,INDIANA46280 (317) 846-6611 (800) 452-6408 FAX: (317) 843-0546
,,oCT 1219 '1213 1211: 17PM
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.:Kenton C. r'Ward, SllnJryor
rpliolle (~I7) 776,8495 .
'?=m: (jl7) 776'9GJ8
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October 9. 2003
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BCA Group, LLC
At1n: Parvin Wright
597 Industrial Drive
Suite 104
Cannel~ IN 46032
VIA FACSIMILE: 846-3796
Re: TOwne Pointe Construction Plans & Se~ondary Plat
Deat Mr. Wright:
We have reviewed the construction plans & secondary plat submitted to the Hamilton County
Surveyor's Office on August 25, 2003 for this project and have the follo'Wing comments:
L This project will be a Hamilton County Regulated Drain Subdivision, subject to
approval of the Hamilton. County Drainage Board.
2. Please submit the following procedural items tothisoffice,petition for regulated
subdivision, non-enforcement request for subdiVision, outlet permit, engineer's
estima.te, and all associated bonds for 100% of construction cost. The applications
are available on our website at www.eo.hami1ton.in.usI~ov/survey/surveyor.asp.
3. Label the site location map on sheet 1,
4. Add area soil survey to sheet 1.
S. Add fax n~bers to engineering firm and developer on sheet 1.
6. Show lot dirnen~ionson construction plans
7. Show pipesizc, length, slope, and material on construction plans.
8. Show road names on construction plans.
9, Label street and road right of ways.
10. Denote street widths.
11. Denote inverts and top of casting for all storm structures.
12. Show proposed 100 year flood elevation fox dry detention areas.
13. Show proposed pad elevation on construction plans.
DCT 09 '03 01:18PM
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14. All pad elevations must be a minimum of 2 feet above the 100 year flood
elevation.
15. The drainage narrative calls out for a proposed play area in the proposed detention
area. The play area will not be supported or allowed within the dry detention
area.
16. Show top of back for both dry detention areas.
]1. Denote easement around the proposed detention area
18. It appears you will need to request an encroachment from the drainage board for
the walk p~th around the dry detention basins.
19. Show emergency spillway and overland routing for dry detention basin on the
project.
20. Show 6" SSD in dry detention basin or petition the Hamilton COWlty Drainage
Board for a variance.
21, Label detention areas as common area on construction plans.
22. Show perimeter swales. Denote swales with flow direction arrows. spot
elevations, and slope. Note all swales must have 1 % fall or underdrains must be
provided, per the Hamilton County Surveyor's Office Standards.
23, Please show 6" SSD under curbs, per the standards.
24. Show 4" SSD lateral for each lot.
25. Add underdrain lateral details to plans.
26. Add spot elevatiornl to streets.
27. Denote proposed drainage improvements along 131Bt Street and Towne Road.
28. Show eJ';isting culvert pipes under 13181 Street and Towne Road and provide
invert elevations for with ends.
29. Denote adjoining property OWners on construction plans.
30. Please add the following note to construction plans, '-Approval Pending - Not for
Construction. "
3). Please provide a landscape plan with the next submittal. Landscape plan will be
checked to ensure no conflicts with plantings and the proposed drainage facilitie~
exist. The office win not support trees planted within the tight of way.
32. Denote proposed temporary and pennanent seeding areas on the erosion control
plan, sheets 8, 9, & 10.
33. Revise legend on erosion control plan to show temporary and permanent seeding.
34. Please add the following note to erosion control sheets, "Additional erosion
control measures may be required in the field by the inspector."
35. Add storm sewer plan & profile sheets to constrUction plans. The plan & profile
sheets witlneed to show stonn pipe, structures, elevations, pipe size, length,
slope, material, structure nwnbers, inverts, top of casting, existing and proposed
grades. location of sanitary sewers and water mains, north arrow. and scales.
36. Add surveyor's stamp to plat.
37. Show str<:et names on secondary plat.
38. The soils map shows Patton soils on this proposed development. Patton soils are
not suitable soils to constrUct roads or building on.
39. Regulated drainage easements are required to be a minimum of30' or 15' p~r half
per Indiana Code 36-9-27-33(e).4
OCT 09 '03 01:18PM
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40. Please show location of all existing wells and septic systems on or near the
proposed development
41. Add all appropriate Hamilton County Regulated Drain Standards to specification
sheett sheet 30.
42. Please note that further COmments may be necessary at a later date.
Should you have any questions, I can be reached at 317-776-8495.
Sincerely,
.~~
Greg Hoyes
Plan Reviewer
Cc: Jon Dobosiewicz - Cannel DOeD
John South - HCSWCD
Steve Broennann - HeHD
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HAMILTON COUNTY
HIGHWAY DEPARTMENT
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September 17, 2003
Mr. Parvin C. Wright III
BCA Group
13439 Colby Court
Carmel, IN 46032
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RE:,\"T:;@\iJt\~O;P1;>iflt $~~bOiv.i.siol'1 {f
- econ ari plat and Construction Plans
N of 131 st Street / E of Towne Road
Clay Township
Dear Mr. Wright:
This letter serves to acknowledge. receipt of a transmittal received 8/25/03 containing the
plans for the above-mentioned project. After reviewing the plans the Highway
Department has the following comments:
1. An Application for Project Review needs to be completed and the appropriate
review fees for a Primary Plat, Secondary Plat and Construction Plan paid, before
any approvals will be granted from thiS office. I have enclosed a blank form for your
use.
2. Are all common areas also drainage and utility easements? If not, a drainage and
utility easement must be provided in all common areas, behind the right of way.
3. Before any approvals are granted for the secondary plat, performance bonds must
be submitted for 100% of the construction cost of the following items: Stone Base,
HAC Binder, HAC surface, Concrete Curbs and Street Name and Regulatory Signs.
. 4. Include all of the necessary signature blocks on the secondary plat.
5. A break is ne13ded in the non-access easement for the driveway for Block A.
6. Additional right of way will be required for the construction of a passing blister on the
west side of Towne Road. After the right of way has been obtained, forward the
documents to my attention for acceptance by the Board of Commissioners.
7. The dimensions for the accel/decellane are as follows: 100' taper, 150' lane and
100' taper. The entrance must be shifted to the north to accommodate the full length
of the accel/decellanes.
8. All utility poles that are within the limits of the accel/decel lane must be moved prior
to the construction of the entrance.
9. The cul-de-sac for Street B exceeds the 600' allowable length. Please make the
necessary revisions to correct the length. If the street is to remain as shown, a
variance will be needed from the Hamilton County Board of Commissioners.
10. Please note on the secondary plat and construction plans that decorative signs,
sprinkler systems, trees, landscaping mounds, fences, light poles or other such
amenities are not permitted in the right of way.
11. Show the SSD on the Site Plan.
1700 South 10th Street
NoblesvilIe, In. 46060
www.co.hamilton.in.us
Office (317) 773-7770
.fax (317) 776-9814
.
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12. Please include a Traffic Control sheet with the next submittal. The plan should show
the location of all street signs, stop signs and speed limit signs. Include a legend that
shows the type and number of each sign needed. If the mid-block crosswalk is to
remain, the necessary advance warning and crosswalk signs will be required.
13. Include the street names on the construction plan sheets.
14. Please include the Maintenance of Traffic sheet for the construction along Towne
Road.
15. Four ADA ramps are needed at each intersection. The ramps must align with the
ramp on the opposite side of the street.
16. The revised entrance plan shows a median in the street. Is a guardhouse planned for
the median? If so, a minimum of 10' of right of way must be present between the
guardhouse and the back of the curb. Nothing can be placed in the median unless a
common area is included. Nothing can be placed in the median in front of the right of
way line for Towne Road.
17. Chairback curb with reverse slope must be used around the median.
18. All offsite utility work that is within the right of way of the exterior streets will need to
be permitted through this office. Please contact Mr. Robb Chadwell for the necessary
permits and information.
19. Include flow lines and spot elevations on the site plans.
20. A water distribution plan is needed. Please include a note on the water distribution
sheet stating that no water main valves are to be placed within the streets.
21. The landscape plan was not included in the plans.
22. Details of the intersections and entrance must be provided. The entrance plan should
include the road widening, accel/decellanes, striping plans and pavement section
plus and other pertInent information.
23. Include all the necessary HCHD Standard Plans, including C-1, C-5, C-6, P-1, 8-1,
S-2, 8-3, S-4, U-2, U-3 and UA.
24. Item 7B under earthwork must read 0.05, not 0.10.
25. Storm sewer plan and profiles are needed. Verify that the storm sewer wi/I not
interfere with the SSD at the following locations: E of 22, n of 21, w of 19, nand s of
14 and s of 9.
26. A construction entrance is needed on the Erosion Control Plan.
27. Show the pipe crossings on Sheet 12.
28. Include a note stating that all backfill within the right of way must be mechanically
compacted.
29. Crosshatch the areas in the profiles where granular backfill is needed. .
30. Please provide all of the curve information in tabular form on the Secondary Plat and
Construction Plans.
31. Swa les will need to be provided a long 131 sl Street and Towne Road to provide
drainage for the roads. Elevations should be provided every 100' in the swales.
32. Directional ADA ramps will be required at each intersection. Single depressions in
the radii will not be permitted. A ramp in each dIrection is required. All ADA ramps
must be concrete and meet the attached INOOT Standards for ramp construction.
Please include the details in the plans.
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33. Please be aware that further comments may be necessary at a later time, after
revisions are made and all necessary plan sheets are included.
If you have any questions or comments concerning this letter, please feel free to contact
me at anytime.
Sincerely,
/tlg~~~
Steven J. Broermann
Staff Engineer
cc: Jon Dobosiewicz
Jerry Liston
G :\USERS\SB\03Iac\09-16-03townepoinl. doc
PROJECT NAI\1E: [
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EROSIO-N AND SEDIMENT CONTROL PLAN
TECHNICAL REVIEW AND COMMENT
Hamilton County Soil and Water Conservation District
1108 South 9th Street, Noblesville IN 46060
Ph- 317-773-1432 or Email at .iohn-south@2.iaswcd.org
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1. Qwne..r~,@Hil t@,SIil tJcl;JMlS10Jil:~0t1struc fr on Plans
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SUBMITTED BY:
Elliot Wright Group
597 Industrial Drive, Suite 104
Carmel, IN 46032
371-846-3798
BCA Group
14349 Colby Court
Carmel, IN 46032
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REVIEWED BY:
John B. South P.E.
Certified Professional in Erosion and Sediment Control
PLAN REVIEW DATE:
September 16, 2003
Acreage: 31 ac
LOCA nON: North east corner of 131 st and Towne Roads
LEGAL DESCRIPTION: Sec. 28
TOWNSHIP: 18N RANGE: 3E
CIVIL TO\VNSHIP: Clay
SOIL SURVEY MAP SHEET: 49
The technical review and cumments are intended to evaluate the completeness of the erosion and sediment control plan for the
project The erosion and sediment con/rol plan submitted was nut reviewed jor 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 theirfeasibility by a
qualified individual with structural prac/ices designed hy a qualified engineer. The plan has not been reviewedjor loca~ state,
or federal permits that may be required to proceed wi/h thisproject. Additional injormation, including design calculations may
be requested to fi.tr/her evaluate the erosion and sediment control plan.
The erosion and sediment control plan has been reviewed and it has been determined that tbe plan:
Satisfies the minimum requirements and intent of 327lAC 15-5 (Rule 5). Notification will be forwarded to the
Indiana Department of Environmental Management.
F?' Refer to the comments section for additional information.
~\ ~tl'fY Ihe mt'''mum "qn'"meu" nud intenl nf 327IAC 15-5 (Rnle 5); defie'euci" n" uuled In the
\,;,,,,,- checkliJnd in the comments section. Deficiencies constitute potential violations of the rule and must be
,. o;;a~ly addressed for compliance. The information necessary to satisfy the deficiencies must be submitted:
~~~~
Proper implementation of the erosion and sediment cuntrolplan and inspectiuns of the constructiun site by the developer or a
representative are necessary to minimize o.o:site sedimentation. The developer should be aware that unforeseen construction
activities and weather conditions might affect the pelformance ofa practice or the erosion and sediment control plan. The plan
must be aflexible document, with provisions to modifj! or substitute practices as necessaly.
Revised 4/97
PPROJECT:
Page 2 of 3
Yes No
x lA
x lB
x IC
x 10
x IE
Yes No
x 2A
X 2B
x 2C
X 2D
x
x
2E
2F
x 2G
x 2H
21
x
Yes No
x 3A
x 3B
Yes No
x 4A
x 48
x 4C
x 4D
x 4E
x 4F
x 4G
x 4H
x 41
X 4.1
x 4K
W
Towne Pointe Subdivision Construction Plans
u
ARE THE FOLLOWING ITEMS ADEQUATELY ADDRESSED ON THE PLANS?
(All Plans Must Include Appropriate Legends, Scales, ami North Arrow)
(Item.~ tllat are Not Applicable to this Project are designated by NA)
PROJECT INFORMATION
Project Location Map (Show project in relation to other areas a/the county)
Narrative Describing the Nature and Purpose of the Project
Location of Planned and/or Existing Roads, Utilities, Structures, Highways, etc.
Lot and/or Building Locations
Landuse of Adjacent Areas
(Show the Entire Upstream Watershed and Adjacent Areas Within 500 Feet of the ProperlY Lines)
TOPOGRAPHIC DRAINAGE, AND GENERAL SITE FEATURES
Existing Vegetation (identify and Delineate)
Location and Name of All Wetlands, Lakes and Water Courses On and Adjacent to the Site
100 Year Floodplains, Floodway Fringes, and Floodways (Note if None)
Soils Information (Ifhydric soils are present, it is the responsibility of/he owner/developer to
investigate the existence a/wetlands and to obtain permits from the appropriate govemmenl agencies.)
Existing and Planned Contours at an Interval Appropriate to Indicate Drainage Patterns
Locations of Specific Points Where Stormwater Discharge WHlLeave the Site
Identify All Receiving Waters ( {f Discharge is to a Separate Municipal Storm Sewer, IdentifY the
Name o{the Municipal Operator and the Ultimate Receiving Water)
Potential Areas Where Storm water May Enter Groundwater (NoIe i/iY'one)
Location of Stormwater System (lncfude Culverts, Storm Sewers. Channels, and Swales)
LAND DISTURBING ACTIVITIES
Location and Approximate Dimensions of All Disturbed Areas [i.e., Construction LimitsJ
(Areas Where Vegetative Cover Will Be Preserved Should be Clearly Designated)
Soil Stockpiles and or Borrow Areas (Show Locallons or Note if None)
EROSION AND SEDIMENT CONTROL MEASURES
Sequence of When Each Measure Will Be Implemented (Relative to Earth Disturbing Adivilies)
Monitoring and Maintenance Guidelines for Each Measure
Perimeter Sediment Control Measures (Loca/ion, Construction Detail, Dimensions. and Specific:ations)
Temporary Seeding (Spec:ifications: Including Seed Mix, Fer/ifizer, Lime, and iVfulch Rates)
Temporary Erosion and Sediment Control Measures
(Location, Construction Detail, Dimensions, and Specifications)
Permanent Erosion and Sediment Control Measures
(Location, Construct/on Detail, Dimensions. and Specifications)
Storm Drain Inlet Protection (Location, Construction Detail, Dimensions. and Specifications)
Stormwater Outlet Protection (LocatiOn, Construction De/ai!, Dimensions, and Specifications)
Stable Construction Entrance (Location, Construction Detail, Dimensions, and Specljications)
Erosion and Sediment Control on Individual Building Lots (Specifications)
Permanent Seeding (SpecificatiOIlS: Including Seed AlLY, Fertilizer, Lime, andAIu/ch Rates)
Revised 4 j 97
(J
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EROSION AND SEDIMENT CONTROL PLAN
TECHNICAL REVIEW
COMMENTS
PROJECT:
Towne Pointe Subdivision Construction Plans
Page 3 of 3
iVote: All erosion and sediment control measures sltown 011 the plans and referenced in thi." review mWit meet tire design
criteria, st{l1u[anl\', and speclfications outlined in tlte "Indiana Handbook for Erosion Control in Developing Are{o'" from the
Indiana Department of Natural Resources, Division of Soil Conservation or similar Guidance Documel1t.~.
Please address all comments checked no either on the plan or in narrative form.
Additional Comments:
Are wetlands present on the site? It seems like the cattails along Towne Road indicate a wetness situation.
4A. A detailed construction sequence is needed for the project. The sequence does a good job of describing
the installation of the offsite ditch and sediment trap. The sequence provides little information about the rest
of the site.
4C. Storm water currently leaves this site in three different locations- west, east and south. The initial
perimeter practices need to capture this stormwter before it is discharged from the site. Silt fence is only
recommended for very small drainage areas. See silt fence design requirements in IDNR Handbook.
4D. Temporary seeding is required for all disturbed grOlmd immediately after rough grading, after storm and
sanitary and when utilities are completed. Please include in your construction sequence.
4G. A loose gravel inlet protection is not reconunended. Enclosing the gravel in a geotextile bag is ok.
Details are needed for flared inlet sections and drop inlets.
4H. A detail is needed for the storm water outfall.
41 & 4J Show practice on the plan and provide construction details.
4K. Show on the plan where permanent seeding is required.
Note: IDEM will be notified when the plan is approved.
Cc: Carmel DOCS
Ha. Co. Surveyor
Ha. Co. Highway
File
Sep 15 03 03: 44p Y "N
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~~97 Industrial Drive, Suite 104, Carmel. Indiana 48032
(317) 846-3798 Fax (311) 84e-3~98
Fax
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City of Carmel
VIA FAX: 846-3796
Original by mail
September 5,2003
Chuck Wright
Elliot Wright Group
597 Industrial Dr, Suite 104
Cannel, IN 46032
RE: Town Pointe Subdivision, Secondary Plat Application
Dear Mr. Wright:
This letter is in response to your Secondary Plat Application for Town Pointe Subdivision. This is a
preliminary letter to let you begin on revisions. Additional comments will be made by members at the T AC
Meeting on September 17. Please complete the following items after you have received additional comments
at the T AC Meeting.
Primary Plat:
1. Clarify the name of the subdivision; there are 3 listed on plans.
2. Fill in Curve table.
3. Show monument locations on plat.
4. Label Towne Road on Plat.
S. Place date of submission or latest revision on plat.
6. Place docket numbers on plat (135-03 SP and 49-03 PP).
7. Fill in Source oiTitle.
8. Add addressees) and phone numbers for all names in 'owners of real estate' signature block.
9. If not all signatures are signed at once, please provide space far separate notaries for each.
10. Make RfW boundary lines correct distances to reflect the Hamilton County Thoroughfare Plan on
13 151 Street.
11. Show dry detention boundary.
Supportine OlJtg'
12. Provide commitments about road improvements (See March 19, 2003 TAC Minutes).
13. Show passing blister on TO'Mle Rd or pull improvements over.
14. Show path and road widening along Mulligan's Place.
15. Provide a copy of covenants and restrictions, if any proposed.
16. Show sidewalk depression at street when path or sidewalk crosses it.
17. Provide a driveway cut/frontage for Block B on cul-de-sac.
18. Provide a copy of the landscape plan to Scott Brewer, Urban Forester.
19. Please forward a copy of the Urban Forester's Approval Letter.
20. Provide replies from agencies, such as police, fIre, Engineering, Highway, Utilities, etc.
21. Provide a signage and/or lighting plan, if any proposed.
Page 1
ONE CIVIC SQUARE
CARMEL, INDLiliA 46032
317/571-2417
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22. Place legend on utility plans.
23. Sidewalks should be 5 feet wide.
24. Please provide a soils map.
25. Please provide certification of notification to agencies.
If you have any questions or if! may be of assistance, please feel free to call.
Sincerely,
~!l~
Angelina Butler
Planning Administrator
TownePointe-SP 1
Page 2
ONE CIVIC SQUARE
CARMEL, INDIANA 46032
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317/571-2417
City of Carmel
Department of Community Services
One Civic Square
Carmel, IN 46032
317-571-2417
Fax:317-571-2426
FACSIMILE TELECOPY COVER LETTER
DATE: September 5, 2003
TO: Chuck Wright
FAX: 846-3796
FROM: Pam
Attached hereto are 9 pages, including this cover letter, for facsimile
transmission. Should you experience any problem in the receipt of these pages,
please call 317/571/2417 and ask for Pam.
NOTES: TAC Agenda with Calendar and list of TAC Members. Each TAC
member will need a full size copy of your project.
Please call if you have any questions.
CONFIDENTIALITY NOTICE: The materials enclosed with this /acsimile transmission are pdvafe
and confidential and are the property of the sender. The information contained in the matedal is
privileged and is intended only for the use of the individual(s) or entity(ies) named above. I/you are
not the intended recipient, be advised that any unauthorized disclosure, copying, distribution or the
taking of any action in reliance on the contents of this telecopied information is strictly prohibited. If
you have received this facsimile transmission in error, please immediately noti/y us by telephone to
arrange (or return of the forwarded documents to us.
Fax
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: ,CITY OF',GImMEL "
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One CiVic Sql.l'are
Carmel, IN 4&l32
(317) 571.:.2417
Fax: (317) 571 ~2426
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Fax: 8% - '31qLo
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Pages: 3
Date: 1 ~ '-/-- 03
Re: ~~
cc:
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August 25, 2003
seA Group, LLC
14349 Colby Court
Carmel, IN 46032
~~
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l?:::ti RECf/VED \_=\
~ AUB 27 2003 t!
~~ DOCS ::7,.; i
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RE: Village of Towne Pointe
To Whom It May Concern:
I have received and reviewed the information for the above-mentioned
project.
At the present time, I see nothing in the plans that would hamper law
enforcement efforts.
If we can be of any further assistance to you, please contact us.
Respectfully
/fttdlftf b. +4.
Michael D. Fogarty
Chief of Police
MDF:vb
cc: Dept. of Community Services
(317J fi71-2500
Fall: (317) G7H-251l2
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Dobosiewicz, Jon C
From:
Sent:
To:
Tingley, Connie S
Tuesday, August 19, 2003 11:42 AM
Brewer, Scott I; Butler, Angie; Dobosiewicz, Jon C; Hollibaugh, Mike P; Lillig, Laurence M;
pattyn, Dawn E
new submittal
Subject:
Just rec'd
E.. 'lip.tt'0',fi~flt Gfo:qp~ Chuck Wright
~1,I.J~g~.Qf-T0wne~120Int6 846-3798
\;597 Industrial Dr Suite 104
>~. 11 ""T'f'r"L
~yo-.I~l.$~ ""~
I have given it to Jon.
et
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