HomeMy WebLinkAboutApplications III APPLICATION FOR Q
SECONDARY PLAT eR REPLAT 0 RE (
DATE: ° g8 2a0o
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The undersigned agrees that any construction, reconstruction,
enlargement, relocation or alteration of structure, or any c'h gee in the
use of land or structures requested by this application will coplyfith,
and conform to, all applicable laws of the State of Indiana, and the
"Zoning Ordinance of Carmel, Indiana - 1980" , adopted under the authority
of Acts of 1979 , Public Law 178 Sec. 1 et seq, General Assembly of the
State of Indiana, and all Acts amendatory thereto.
Name of Applicant Estridge Development Co. , Inc. Phone No. 317/582-2471
Address of Applicant 1041 W. Main Street, CArmel, IN 46032-
Name of Owner Estridqe Development Co. , Inc. Phone No. 317/582-2471
Name of Subdivision: The Overture Section 2
. • Legal Description: To be typewritten on separate sheet attached.
_ Area (in acres) :• 8.809 Number of Lots 21 Length in miles of new
streets to be dedicated to public use 0.22 .
Surveyor certifying plat: Edward D. Giacoletti
- Address 3020 N. Post Rd. , Indianapolis, IN 46226- Phone No. 317/898-8282 _
STATE OF INDIANA, COUNTY, SS: '
The undersigned having been duly sworn, upon oath says that the above
information. is true and c rre t as he is informed and believes.
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SIGNATURE OF APPLICANT:
TITLE: Project Engineer, Agent _
SUBSCRIBED AND SWORN TO BEFORE ME THIS / 7 DAY O I / ,./- ,1-9,80:
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Not'ry Publ ' / a-, '
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• 5.1. 10 Application for Secondary Plat., Five (5) copies, or more if
necessary, of the secondary plat and of the construction plans together
with supporting documents shall be submitted to the Building Commissioner
with this application and the application fee as indicated in Section 29. 6
of the Zoning Ordinance.
These plans to be distributed to necessary authorities by applicant.
FEE $ 500.00 Received by
Title
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LAND DESCRIPTION jZ), 4%1
(The Overture Section 2) 4ps P/C O
®® 2000
Part of the Southeast Quarter of Section 28, Township 18 North, Range 4 Eagecin Clay 4,
Township, Hamilton County, Indiana, being more particularly described
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Beginning at the southeast corner of said Southeast Quarter Section; thence North 89
degrees 44 minutes 17 seconds West (assumed bearing) along the south line of said
southeast quarter section a distance of 614.26 feet to the southeast corner of The
Overture Section 1, a subdivision in Hamilton County, Indiana, the plat of which is
recorded as Instrument Number 199909952309 in the Office of the Recorder of said
Hamilton County, Indiana ( the next eight described courses being along the easterly
and southerly lines thereof); thence North 00 degrees 32 minutes 51 seconds East a
distance of 222.99 feet; thence South 89 degrees 27 minutes 09 seconds East a
distance of 4.40 feet; thence North 00 degrees 32 minutes 51 seconds East a distance
of 50.00 feet; thence North 00 degrees 30 minutes 39 seconds East line a distance of
304.50 feet; thence North 00 degrees 32 minutes 19 seconds East a distance of 114.99
feet; thence South 89 degrees 27 minutes 41 seconds East a distance of 280.00 feet,
thence South 00 degrees 32 minutes 19 seconds West a distance of 114 99 feet;
thence South 89 degrees 27 minutes 41 seconds East a distance of 327.42 feet to the
east line of said Southeast Quarter Section; thence South 00 degrees 17 minutes 08
seconds West along said east line a distance of 574.54 feet to the Point of Beginning,
containing 8.809 acres, more or less
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THE OVERTURE SECTION 2
The developer shall be responsible for any drainage problems, including standing water,flooding
and erosion control,which arise or become evident at any time during the 3 year maintenance
period after the release of the subdivision bond, and which is attributable to a deficiency in
subdivision drainage design or construction of drainage improvements. This shall include all
pipes, structures,swales, ditches and ponds which are pertinent features to the proper drainage of
the subdivision.
This responsibility of the developer shall not, however, include problems which are created
subsequent to the completion of the subdivision improvements by the improper grading by
individual builders or structures and improper grading installed or accomplished by individual
homeowners.
It is the intent of this agreement that the developer shall specifically provide such sub-surface
drains, or storm sewers or ditches,as are required to properly rectify any drainage problem or
sub-surface water problem which was not contemplated in the original approved subdivision
design, including,but not restricted to, disposal of sub-surface water from footing drains of
individual lots.
ROAD IMPROVEMENTS: The typical agreement for existing contiguous Hamilton County
Roads which are substandard,with Hamilton County is:
The developer will put in 12-inch stone base to the required width of the road,and grade the s to a
minimum of 6 feet width and construct proper side-ditches,or, provide storm sewer and curbs.
This:will be the blacktop grade during construction of subdivision. Then the county will come in
and cut our 3 inchesand put in 3 inches binder asphalt after which the developer will be
responsible for 1 inch of asphalt topping. This is being done as joint projects between county and
developer. An agreement shall be executed, in writing, between the developer and Hamilton.
county specifically detailing the exact work to be accomplished by the developer and that to be
accomplished by the County, and shall also state the road or roads or portions thereof which are
included. If the subdivision is contemplated to be annexed to the City of Carmel,then the
agreement shall include the City of Carmel Board of Public Works as a signatory,which shall be
for the purpose of the City of Carmel agreeing to accept the maintenance and operation,the
improved road facility upon completion of said improvements and completion of annexation.
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Developer
RECEIVED
NOV Witness ®OCR
1
6
Date
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330 IAC 3-2 CONSTRUCTION PERMIT ed
I (t44.9 SANITARY SEWER DEISGN SUMMARY ss ve"�
0� �
CITY OF CARMEL, INDIANA
A. DATA TO BE SUBMITTED BY OWNER/ENGINEER TO THE ENGINEERING S
DEPARTMENT, CITY OF CARMEL, INDIANA. �L I �''
1. PROJECT TITLE: The Overture Section 2
Location: 126th& Hazel Dell Road
2. PROJECT OWNER: Estridge Development Co., Inc.
Address: 1041 West Main Street, Carmel, IN 46032
Telephone: 317/582-2471
3. PROJECT ENGINEER: The Schneider Corporation
Address: 3020 North Post Road, Indianapolis, IN 46226-6518
Telephone: 317/898-8282 .
4. Certification that project is completed in accordance with approved plan and
specifications by the Indiana Stream Pollution Control Board will be provided by:
Name: J. Cort Crosby, P.E.
Address: 3020 North Post Road, Indianapolis, IN 46226-6518
5. A project review fee made out to Environmental Management Special Fund,
required by the Indiana Stream Pollution Control Board, is hereby submitted in
the amount of $0.00
YES X NO (DO NOT SEND CASH)
6. Design flows: (Use Bulletin S.E. 13)
a. Average Flows:
Apts @ gpd/unit=. gpd
Private Dwellings @ gpd/unit= gpd
21 Commercial Lots @ 310 gpd/unit= 6,510 gpd
gpd/unit= gpd
Total Average Daily Flow = 6,510 gpd
b. Average Design Peak Flow X 4.3 = 27,993 gpd
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7. Sewer Details:
a. Diameter and length of gravity sewer and force main (indicate length for each side)
Gravity Sewers Force Mains
Size Length Sewer Material Size Length Sewer Material
8" 1039 PVC 4"
10" 6"
Total: 1039 Total:
b. Number of manholes: 7 Type of construction: Precast Concrete
c. Stream, Highway, and Railroad Crossing: N/A
d. Watermain protection: 18"Vertical, 10' Horizontal
e. Location & size existing sewer where new sewer connects:
27" interceptor in Hazel Dell Road
8. Lift Station Details: N/A
a. Location:
b. Type: Wet/Dry Well, Wet Well, Pneumatic Ejector
c. Number of pumps: (by sizes)
d. Capacity of pumps: constant or variable
e. RPM: GPM: HP: TDH:
f. Volume of wet well:
g. Wet well detention time:
h. Discharge gate valve and check valve in a valve pit:
YES NO
i. Gate valve on suction line: YES NO
j. Alarm:
k. Standby power source:
1. Bypass or overflow:
T.
• S
9. Waste treatment will be provided by: City of Carmel
a. Connection will be made to Carmel sewer system.
10. Inspection during construction will be provided by: City of Carmel
11. Maintenance after completion and prior to release of maintenance bond will be provided
by: City of Cannel
12. Estimated Construction Cost:
To the best of my knowledge and belief the above project data is complete and accurate.
S4)
No.
920350
a . �_
444_
'sue �`•! IAMt;- .
Signed:
P(
Date: 0 0//6/00
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B. SUPPLEMENTAL PROJECT DATA AND RECOMMENDATION BY THE CITY OF
CARMEL, INDIANA.
1 , RELATED PROJECT COLLECTION SYSTEM:
a. Are the receiving sewers of sufficient capacity to
handle the flow from the project : X Yes No
b. Are there any lift stations affected by the project?
Yes X No
If yes, complete the following:
Lift Station
Capacity
Current Load
Overflow Date N/A
c. Are there any overflow, bypass or other problem areas
affected by the project : Yes X No
If yes, complete the following:
Location:
Frequency of discharge :
Duration of discharge :
2 . RELATED WASTEWATER TREATMENT FACILITY:
a . Is there sufficient capacity in the City' s Wastewater
Treatment Facility to treat the design flow from the
project? X Yes No
b. Will the City exceed its NPDES limits with the
additional design flow from the project?
Yes X . No
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c. The wastewater treatment plant capacity_ will be as
follows :
Current Capacity Current Load Estimated Load
114880 M.G.D 6 . 605 M.G.D 6. 611 M.G.D
d. Recommendation of the City of Carmel for a construction
permit by the Indiana Stream Pollution Control Board:
Yes
No
X . Yes, subject to the attached conditions
a. Limit of number of connections 21
b. Schedule-time of connections
c. Limit on starting time of construction
d. Industrial pretreatment as required
e. Providing for monitoring as required
To the best of my knowledge and belief, the above project data
is complete and accurate and is hereby submitted to the Indiana
Stream Pollution Control Board this le'' day of October
2000 .
Wa 4e
M. Kate Weese, P.E.
City Engineer
Department of Engineering
City of Carmel, Indiana
cc: Board of Public Works
Owner/Engineer
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