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I;; MAR 5 20
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e u el'Sl ngu a~....I'"~!3f1Y construction. reconstructlon. en argement. re ocatlon or a retlon 0 structure. or any change
in tne use of land or stru~steqh~d by this application will comply with. and confoNn to. all applicable laws of the State of Indiana, and
the Zoning Or-dinance of CaNnel, Indiana - 1980. adopted under the authority of Acts of 1979. Public Law 178, Sec. 1. et. seq. Generel
Assembly of the State of Indiana. and all Acts amendatory thereto.
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OR SECONDARY PLAT OR REPLA T
Fee: 5500.00
Name of Applicant: Mid-States Engineering, LLC Phonel 317-634-6434
Address of Applicant: 3 5 0 E. New Yo r k St., Sui t e 300. In d i a nap 0 lis. IN 4 6 20 4
Name of Owner-: Brookstone Park of Carmel, LLC
Name of Subdivision: Brookstone Park of Carmel, Section 2
Legal Description ITo be typewritten on separete sheet and attached).
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Area (in acres): <. 11 118 Number of Lots: ~
Length in miles of new streets to be dedicated to public use:
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Surveyor certifying plat:
Bryan F. Catlin, L5
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Surveyor's address and phone I 350 E. New York St., Suite 300, Indianap0lis. IN 46204
Signature of Applicant: d"".JJ/;6'~ /"tf7 ~,.e..-
TITLE: Site Manager
(PrintJ Jon a t h a n P. M 0 en
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STATE OF INDIANA
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County of ~ ~
Before me. the u"-~ersigned. a Notary Public for M~ County, State of Indiana. per;sonally appeared ~ 1vf ~
and ack.nowJedg~ the. execution of the foregoing instrument this ~ day of ~. () A .i'A\. . ~~ (
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'Noca'Y Publ;c SUS~~~O)L(;o~~
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.5.1.10 Aoolication for Secondary Plat. Two (2J copies, or more If necessary. of the secondary plat and the construction plans,
together wii:Q:suIJporo'ng documents. shall be submitted to the Building Commissioner With this application and the application fee as
indicated in Section 29.6 of the Zoning Or-dinance.
Additional plans to be distributed to necessary authorities by applicant.
FEE:
Received By:
s:\forms\secplat.app
revised 01/07/97
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~1.. \'OOf1.t~- i SECONDARY PLAT CHECK UST
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Name of Applicant,^,- Mid- S ta tes::-fEng ineering, LLC
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NameofsubdiviSiOri:~B~$ Park of Carmel. Section 2
Date of Submission: Ji:.ell ~ \l a F y. v, 20 0 1
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Reviewed by:
Date of Preliminal)' Plat Approval:
A. MYLAR AND lWO COPIES OF PLAT TO ILLUSTRATE:
1. Name of subdivision
2. Words .Secondal'f Plat"
3. Date of submission or latest revision
4. Plat drawn 50' . 1. scale with north aN'OW
5. Names. addresses, phone numbers: Owner. subdivider. sUNeyor
6. Registered SUNeYOr's signature. seal and date
7. Accurate tract boundal)' lines: Show dimensions. angles. bearings
8. Source of title of ownership and legal description
9. Streets and rights~f-way (existing and proposed)
a.Locations
b. Names
c. Widths
10. Complete CUNe notes
11. Dimensions of land to be dedicated or reserved
12. Monuments and markers (location, type, material, size)
13. Easements (location. widths. use)
14. 8uilding setback lines
15. Legends and notes
16. Registered land surveyor's certificate
17. Certification of dedication of streets and public property
18. Certificate of approval by Commission (opening page)
19. Certificate of acceptance by 80ard of Works or County Commissioners
20. Restrictions or covenants
a. Fences in detention/retention areas
b. Lighting - dusk to dawn lights
c. Maintenance of common areas
21. Subdivider Agreement Form
B. . SECONDARY SUPPORTING DATA TO BE PROVIDED.
1. Letters of approval submitted by the following:
a. Hamilton County Surveyor
b. Hamilton County Highway Department
c. Hamilton County Soil & Water Conservation District
d. Carmel City Engineer
e. Fire Chief - Carmel Fire Department
f. Carmel City Utilities Department
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2. Certification of Notification
a. Police and Sheriff
b. Water and sanitary sewer utilities
c. Electric. gas. phone utilities
d. Carmel/Clay Schools
e. Hamilton Health Department (if septic)
f. Carmel Board of Public Works
3. Report describing water system. sanitary sewer system and storm drainage system.
4. Statement from State Highway Department, County Highway Department or City Street Department (rights-of-
way. road improvements. roadside drainage. entrances. culvert pipes. condition of existing roadway and its suitablity to handle
proposed traffic must be specified).
5. Soils map and report from Hamilton County Soil & Water Conservation District showing soil limitations based
upon intended usage.
6. Letter from the Carmel Board of Public Works or other appropriate authorities stating that said authority has
capacity for sewer/water hookups.
C. 'TWO COPIES OF CONSTRUCTION PLANS TO INCLUDE:
1. Professional engineer's or registered land surveyor's signature. seal and date
2. Proposed method of sewage disposal
3. Proposed water supply method
4. Proposed fire hydrant system
5. Proposed method of drainage including detention/retention both onsite and offsite.
6. Proposed street lighting and signage plan
7. Proposed landscaping and screening plan. if required
B. Proposed parking plan (cluster)
9. Plans. profiles. cross-sections and specifications
10. Proposed cut and fill map
1 D. ANANCIAL PERFORMANCE AND MAINTENANCE GUARANTEES
1. Written statement of commitment
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revised 01107/97
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WATER, SANITARY SEWERAND. DRAINAGE REPORT
The proposed subdivision will be supplied with public water and sanitary sewer.
A public water main will be extended from an existing 12-inch main located south
of the site along Ditch Road. It is proposed that a new 12-inch main be extended
through the subdivision for the 100 lots. The average water consumption is
expected to be approximately 31,000 gpd, with a anticipated peak of 125,000
gpd.
Gravity sanitary sewer for the project will be connected to the existing 8-inch
PVC sewer at the intersection of Welford Way and Newcastle Drive within the
Kingsborough subdivision south of the site. Similar to the expected water
consumption, the total estimated average effluent from the site is 31,000 gpd.
Likewise, the peak sanitary sewer flow from the subdivision is expected to be
approximately 125,000 gpd.
Stormwater drainage for the site will be primarily through a network of storm
sewer pipes and stormwater detention ponds. The pipes will be designed to
accommodate a 1 O-year storm scenario. Pad elevations for individual lots will be
designed to be a minimum of 2 feet above the 100-year flood elevation of the
corresponding retention ponds. The 100-year post-developed peak outflow from
the downstream pond on the site will be controlled to be less than the 10-year
pre-developed peak runoff to the same outlet point. Discharge from the
downstream pond will be to the south into a Drainage and Utility Easement within
the Kingsborough subdivision. The site is not located within a floodplain or
floodway per the FEMA Community Panel Number 180081-0002-C.
Subdivision name:
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OPEN SPACE SCHEDULE
Brookston Comer
49.118 Site Acreage
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S-l. Very Low Intensify Zoning District
OPEN SPACE DETERMINATION
15% /14;74 ae.
49% /24.10 ae.
26% /12.85 ae.
0% I 0 ae.
0% I 0 ae.
16% /7.85 ae.
7% I 3.40 ae.
Min. Open Space Requirement (MOSR)
Open Space Provided (OSP)
Natural Open Spaee (Primary Conservation Areas)
o FEMAlIDNR 100 yr. Floodways
o White River Greenway
t8' Yound Woodland
o Steep Slopes (10%)
o Pipeline Easements
~ Wetlands (> 1/4 ac.)
o Mature Woodland
o Scrub Woodland
o Historic Structures/Sites
o Well-head Protection Areas
Natural Open Spaee (Secondary Conservation Areas)
o FEMA/IDNR 100 yr. Flood Fringe 0 Wooded Creel< Corridors
o Hedge Rows/Groups of Trees 0 Trees 18" DBH or Greater
o High Voltage Electrical Transmission Lines
AgrieuRuralOpenSpaee
Designed Open Spaee
It'Square
flf' Neighborhood Pari<
o Parkway
flf' Constructed Habitat
flf' Planting Strips
Storrnwater Management Areas
o Retention Pond < 2 Acres
" Detention Area < 2 Acres
o Green
o Boulevard
o Greenbelt
flf' Linkages
o Retention Pond ~ 2 Acres
o Detention Area ~ 2 Acres
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