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Conn, Angelina V
From: Conn, Angelina V
Sent: Thursday, August 23,20079:51 AM
To: Stewart,. Lisa M; 'Kilmer, Roger A'; Scimia, Joseph M.; 'Nathan Althouse'
Cc: Coy, Sue E; Hollibaugh, Mike P; Keeling, Adrienne M; Brewer, Scott I; Hancock, Ramona B; Brennan,
Kevin S; Littlejohn, David W; DeVore, Laura B; Lillard, Sarah N; Holmes, Christine B;
'jmolitor@prodigy.net'; Boone, Rachel M.; Tingley, Connie S; Duncan, Gary R
Subject: Docket No. Assignment: (PP,SW) Rosado Hill (#07080036 PP, 07080037-40 SW)
Attachments: DRAFT RESIDENTIAL ARCHITECTURE DESIGN STANDARDS.pdf
I have issued the necessary Docket Numbers for (PP,SW) Rosado Hill. They will be the following:
PP APplication Fee: $ 834.00
$111 per lot x 3: $333.00
Subdivision waiver 834.00
3 additional s. waivers 1,167.00
Total Fee: $3,168.00
Docket No. 07080036 PP: Rosado Hill
The applicant seeks primary plat approval for 3 lots on 9.05 acres. Also, subdivision waivers requested are:
Docket No. 07.080037 SW SCO 6.03.03 & 6.04.04 - stub streets toadjilcent parcels
Docket No. 07080038SW seo 6.05.01 . all lots shall abut a public right of way
Docket No. 07080039 SW SCO 6.05.07 & 6.03.19 - homes must face a collector/arterial road
Docket No. 07080040 SW SCO 8.09.02 . installation of paths/sidewalks
The site is located at the southeast corner of 106th St. & Spring Mill Rd. and is zoned S-2/Residence.
Filed by Joseph Scimia of Baker & Daniels, LLP.
Petitioner, please note the following:
1. This item will be on the Sept. 19 agenda of the Technical Advisory Committee (TAC). The petitioner must
submit plans and review materials to all TAC members directly by Sept. 4. (Failure to submit plans and review
materials to TAC members by this time will result in the tabling of this petition to the October TAC meeting, and
subsequently the November Plan Commission meeting. For a list of current T AC members go to: .
http://www.ci.carmel.in.us/servicesIDOCS/T AC2007/T AC%20members%20revised%2008.0 1.07 .j:ldf )
2. Mailed and Published Public Notice needs to occur no later than Friday, Sept. 21. Published notice is required
within the Indianapolis Star. Note: the placement of a public hearing sign on the property is required; see
application.
3. The Filing Fee and Fifteen (15) Informational Packets must be delivered to Plan Commission Secretary Ramona
Hancock no later than NOON, Friday, Oct. 5.
4. Proof of Notice will need to be received by this Department no later than NOON, Friday, Oct. 12. Failure to
submit Proof of Notice by this time will result in the tabling of the petition.
5. These items will appear on the October 16 agenda of the Plan Commission (under "Public Hearings").
6. These items may also appear on the November 1 agenda of the Plan Commission Subdivision Committee.
Mr. Scimia can be contacted at 569-4680.
PETITIONER: refer to your instruction sheet for more detail.
DOCS review comments (Please complete the followingL
r:J..-'/ Please add the docket number 07080036 PP to the plat.
cf-'/ Please provide a filled ouUnotarized affidavit or notice of public hearing (see application).
dP/ Please provIde a filled out notice of public hearing form (see application).
off- Provide the notarized Affidavit of the Public Notice Sign Placement.
8/23/2007
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Provide a copy of the list of adjacent property owners from the Hamilton County Auditor's office.
Remember to include the Findings of Fact form in the Plan Commission information packets.
Please see the attached architectural guidelines for reference to. use with architectural design commitments.
Please provide a separate subdivision waiver request application for each request.
Please submit an Erosion Control Plan.
Please provide copies of letters of transmittals to TAC members.
Will there be a subdivision sign? Or a fence/wall? If so, please provide details.
Will there be any covenants/restrictions?
Additional comments maybe voiced at the TAC meeting.
Please dedicated the proper road right of way pursuant to the Thoroughfare Plan; check with the Carmel
Engineering Dept & County Highway Dept to verify the correct road RIW to be dedicated.
Please place floodplain statement on the site plan.
Please show concrete monuments at the 4 exterior corners of the subdivision.
Please provide a 5-ft non access easement (N.A.E.) along 106th 5t. & Spring Mill Rd (except where there is the
ingress/egress easement.
Please provide a landscape plan as soon as possible to the City Forester and to DOCS.
Please provide a tree preservation plan.
Please show tree preservation areas on the plat.
Please provide a tree inventory, should the City Forester deem it necessary.
Thank you,
Angie Conn, Planning Administrator
Dept. of Community Services - Planning & Zoning
1 Civic Square, 3rd Floor
City of Carmel, IN 46032
p.317"571-2417 f.317-571-2426
acann@carmel.in.gav
8/23/2007
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Conn, Angelina V
From: Kilmer, Roger A. [Roger.Kilmer@bakerd.com]
Sent: Wednesday, October 10, 20072:31 PM
To: Conn, Angelina V; Scimia, Joseph M.
Cc: Nathan Althouse
Subject: RE: Rosado Hill: outstanding review comments
Angie,
I will file the following requested items with Carmel DOCS tomorroW:
;r: A filled out/notarized affidavit or notice of public hearing.
i.. A filled out notice of public hearing form.
;1. The notarized Affidavit of the Public Notice Sign Placement.
,4". A copy of the list of adjacent property owners from the Hamilton County Auditor's office.
;:5. A separate subdivision waiver request application for each request was included in the Plan
Commission information packets that were filed on 10/5/07. Copies of these separate request
applications will be provided to be included in the file.
As for the remaining items, I will follow up with the petitioner and other professionals
representing the petitioner to gain responses to your questions and requests.
If you have any additional questions, please let me know, Thanks.
Roger A. Kilmer
Baker & Daniels
600 E. 96th Street, Suite 600
Indianapolis, Indiana 46240
317-569-4891 Direct
317 -569-4800 Fax
roger. kilmer@bakerd.com
-----Orig i na I Message-----
From: Conn, Angelina V [mailto:Aconn@carmel.in.gov]
Sent: Wednesday, October 10, 2007 1:50 PM
To: Scimia, Joseph M.
Cc: Nathan Althouse; Kilmer, Roger A.
Subject: Rosado Hill: outstanding review comments
Hi, Joe - please complete or reply to the following outstanding review comments from the planning/zoning
dept.
Outstanding DOCS review comments:jstill need a repJ):)l
/ Please provide a filled ouUnotarized affidavit or notice of public hearing.
/" Please provide a filled out notice of public hearing form.
....:: Provide the notarized Affidavit of the Public Notice Sign Placement.
../ Provide a copy of the list of adjacent property owners from the Hamilton County Auditor's office.
/" Please provide a separate subdivision waiver request application for each request.
Will there be a subdivision sign? Or a fence/wall? If so, please provide details.
Will there be any covenantslrestrictions?
Please provide a landscape plan.
Please provide a tree preservation plan_
Please show tree preservation areas on the plat.
Please provide a tree inventory, should the City Forester deem it necessary.
l0/1l/2007
M~ssage
10-ft asphalt pathYr ATP. Or provide funds to the non-revert~thorOUghfare fund.
Address the issue of the drive location, and proximity to RAB.
(The department report will be released Thursday morning.)
Angie Conn, Planning Administrator
Dept. of Community Services - Planning & Zoning
1 Civic Sq-uare, 3rd Floor
City of Carmel, IN 46032
p. 317-571-2417 f. 317-571-2426
aconn@carmel.in.Qov
ATTENTION:
To ensure compliance with applicable lntemal Revenue Service Regulations,
we infonn you that any tax advice contained in this electronic message was
not intended or written to be used, and CaIliot be used, for the purpose of
avoiding penalties under the Internal Revenue Code.
This message and all its attachments are PRIVATE and may contain
information that is CONFIDENTIAL and PRIVILEGED.
If you received this message in error; please notify the sender by reply
e-mail and delete the message iminediately.
10/11/2007
Page 2 of2
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APPLICATION FOR
PRIMARY PLAT
Fee: $834.00 plus $111.00 per lot
DATE: 8/17/07
(OR REPLAT)
($277.50 plus $11].00 per lot)
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DOCKET NO,
The undersigned agrees that any construction, reconstruction, enlargement, relocation or
alteration of structure, or any change in the use of land or structures requested by this
application will comply with, 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.
N f A I' t BSG II, LLG clo Joseph Scimia Ph N 317-569-4680
ame 0 pp Ican : one o-
F N 317-569-4800
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Add f A I' t Baker & Daniels, 600 E_ 96th Street, Suite 600, Indianapolis, IN 46240
ress 0 pp Ican :
N f 0 BSC II, LLC - Dan Boeglin, Contact
ame 0 wner:
Ph N 317-569-4644
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N f 5 bd' .' Rosado Hill
ame 0 u IVISlon:
Legal Description: (To be typewritten on separate sheet and attached)
Area (in acres): 9,05 Number of lots: 3 length (in miles) of new streets
to be dedicated to public use: 0 - Not Applicable
5 rt'f . I t Miller Surveying, Inc. - Nathan Althouse
urveyor ce lYing p a :
Add 948 Conner Street, Noblesville, IN
ress:
Ph N 317-773-2644
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****** ******'****'************************************************************** ST A TEOF I NO fANAl
COUNTY OF Hamilton
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The undersigned havin
is true and correct as he or she i
P. Daniel Boeglin
nnt:
5_1.10 Application for Primary Plat. Two (2) copies, or more if necessary, of the primary plat
and of the construction plans together with supporting documents shall be submitted to the Director of
Current Planning with this application, These plans to be distributed to all Technical Advisory
Committee authorities bv applicant.
FEE: \ \ 1.o1.-,ct) Received by:
Z:\shared\iorms\PC applications\primaryplal 12/29/2006
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Established t 971
MILLER SURVEYING, INC.
LAND SURVEYING AND ENGINEERING
948 Conner Street. Noblesville, Indiana 46060
(317) 773-2644 · FAX (317) 773-2694 · 1-8aO-8g6~2644
JOB No. 31724
,ROSADO HILL
DESCRIPTrON OF REAL EST ATE
A PART OF TUE NOR.'rHWEST QUARTER OF SECTION J 1, TOWNSHIP 17
NORTH, RANGE 3 EAST, LOCATED IN CLAY TOWN S lLlP, HAMILTON
COUNTY, 1NDlANA BEING DESCRlBED AS FOLLOWS:
COfvlMENCJ..NG AT THE P.K. NAIL AT THE NORTHWEST CORNER OF THE
NORTHWEST QUARTER OF SECTION 11, TOWNSHIP 17 NORTH, RANGE 3
EAST; THENCE ON THE NORTH LINE OF SAID NORTHWEST QUARTER
NORTH 89 DEGREES 29 MINUTE 15 SECONDS EAST (ASSUMBD BEARING)
370.00 TO A MAG NAIL AT THE EAST LINE OF THE TRACT OF REAL ESTATE
DESCRIBED IN INSTRUMENT No, 200300095828 AND Tlili POINT OF
BEGINNING OF 1'1 HS OESCRlPnON; THENCE CONTlNUlNG ON SAID NORTlI
LINE NORTH 89 DEGREES 29 MINlTTE ]5 SECONDS EAST 290.00 TO A MAG
NAIL ON THE EAST LINE OF TIlE TRACT OF REAL "ESTATE DESCRIBED IN
INSTRUMENT No. 200600070986; THENCE ON SAID EAST LiNE SOUTH 00
DEGREES 17 MrNUTES 27 SECONDS 660.00 FEET PARALLEL W.I'rrr THE WEST
LINE OF SAID NORTH\VEST QUARTER TO 5/8" IRON ROD WITH YELLOW
CAP STAMPED MILLER SLfRVEYrNG ON THE SOUTH LINE OF THE TRACT OF
REAL EST ATE DESCRIUED IN INSTRUMbNT No. 200600070985; THENCE ON
SAID SOUTH liNE SOUTH &9 DEGREES 29 MINUTES, 15 SECONDS EAST 660.00
FEET TO A MAG NAIL ON THE WEST LINE OF SAID NORTHWEST QUARTER;
THENCE ON SA1D WEST LINE NORTH 00 DEGREES 17 MINUTES 27 SECONDS
EAST 375.64 FEET TO THE SOUTH LINE OF THE TRACT OF REAL ESTATE
DESCRIBED fN INSTRUMENT No. 200300095828; THENCE TIlE FOLLOWING 6
COUR.."iES ON TIlE EAST AND SOUTH LINE OF INSTRUMENT No. 200300095828
AND 20040001256: 1) NOR Tll 06 DEGREES 41 MINUTES 44 SECONDS EAST
145.762) NORTH 00 DEGREES 18 MTNUTES 39 SECONDS EAST 13.80 FEET; 3)
NORTH 89 DEGREES 29 MfNUTES 14 SECONDS 171.70 FEET; 4) NORTH 00
DEGRE~S 30 MJNU'fES 45 SECONDS WEST 79.99 FEET; 5) NORTI r 89 .DEGREES
29 MINUTES 15 SECONDS EAST 150,00 FEET; 6} NORTH 00 DEGREES 30
MINUTES 45 SECONDS WEST 45.00 FEET TO THE POINT OF BEGINNING,
CONTAINING 9.05 ACRES MORE OR LESS.
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SUBDIVISION WAIVER
REQUEST APPLlCA TlON
Docket No.
(Submit two (2) copies)
8/17/07
Date Received:
PROJECT NAME:
10555 Spring Mill Road
PROJECT ADDRESS:
sse II, LLe - Dan Boeglin, Contact
APPLICANT NAME:
Land Owner
ADDRESS: Baker & Daniels, 600 E. 96th Street, Indianapolis, IN 46240
317-569-4644
TELEPHONE:
Section (Section Number, Page, Item) of Subdivision Control Ordinance for which waiver is
being requested:
See attached Letter of Waiver Requests
Stale explanation of why waiver is being requested:
See attached Letter of Waiver Requests
State reasons supporting waiver request:
See attached Letter of Waiver Requests
Present zoning: 5-2
THIS APPLICATION MUST BE SUBMITTED AT THE TIME OF THE PRIMARY PLAT
APPLICATION. WAIVER REQUEST MUST BE INCLUDED WITH THE PUBLIC NOTICE
FOR THE PRIMARY PLAT.
$
APPLICATION FEE
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BAKER & DANIELS LLP
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RECEIVED
AUG 1 7 ;JODi
DOCS
INDIANA
- - EST. 1863
600 E. 96th Street, Suite 600 . Indianapolis, Indiana 46240
Tel. 317.5699600. Fax 317.569.4800
www.bakerdaniels.Gom
ROGER A. KILMER
Land Use Consultant
Direct 317.569.4891
roge r. kilmer@bakerd.com
WASHINGTON DC.
CHINA
August 17, 2007
Angie Conn
Dept. of Community Services - Platming & Zoning
1 Civic Square, 3rd Floor
Carmel, IN 46032
Re: Letter of Waiver Requests
Primary Plat for Rosado Hill Subdivision
Dear Ms. Conn:
On behalf of the Petitioner, BSC II, LLC, an application for the Primary Plat of9.05:::!:::
acres for three (3) lots is being filed with the Carmel Department of Community Services. With
the application, a the following waivers ofthe Subdivision Control Ordinance are requested:
1.
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Sections 6.03.03 & 6.03.04 Stub streets to adjacent parcels: We request a waiver of this
requirement as the proposed drive is a private drive and will not be dedicated to the City.
Additionally, the parcel to the south of the subject property is already subdivided with no
area for expansion.
Section 6.05.01 All lots shall abut a street: We request a waiver of this requirement as
all three proposed lots will have access Lo a puhlic street via a platted and shared
ingress/egress easement. The terrain of the subject property limits the practicality of
multiple drives and the resulting common area on the perimeter of the proposed lots
creates a buffer of existing vegetation.
Sections 6.03.19 & 6.05.07 Homes must face parkway or collector roads: We request a
waiver ofthis requirement as the homes will face the proposed private drive. The
proposed lots are on top of a hill and are buffered from Spring Mill Road by the elevation
and existing vegetation.
Section 8.09.02 Installation of sidewalks or path along existing roads: We request a
waiver of this requirement as the terrain involved in the area requiring sidewalks or paths
is steep and would not be practical for this purpose.
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Dept. of Community Services
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August 17, 2007
We appreciate your consideration of these waiver requests. Should you have any
questions or require additional information, please let us know.
Sincerely,
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Roger A. Kilmer
cc: Mr. Daniel Boeglin
Mr. Joseph Scimia
BDDBO! 4855764v!
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SUBDIVISION WAIVER
REQUEST APPLICATION
(Submit two (2) copies)
Docket No. 07080036 PP
Date Received:
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Contact Person: Joseph Scimia. Baker & Daniels
Telephone No. 317-569-4680
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Fax No. 317~569-4800
E-Mail: ioseoh.scimia@bakerd.com
Address: 600 E. 96th Street. Suite 600. Jndianapolis. IN 46240
PROJECT NAME: Rosado Hill Primary Plat
PROJECT ADDRESS: 10545 & 10555 Spring Mill Road
APPLICANT NAME: BSC IT. LLC - Dan Boeglin. Contact
Land Owner
ADDRESS: Baker & Daniels. 600 E. 96th Street. Suite 600. hldianapolis. IN 46240
TELEPHONE: 317-569-4644
Section (Section Number, Page, Item) of Subdivision Control Ordinance for which
waiver is being requested: Sections 6.03.03 & 6.03.04 Stub streets to adiacent parcels.
State explanation of why waiver is being requested: A waiver of this requirement is
requested as the proposed drive providing access to all proposed residential lots will be a
private drive and will not be dedicated to the.City.
Present zoning: S-2
THIS APPLICATION MUST BE SUBMITTED AT THE TIME OF THE PRIMARY
PLA T APPLICATION. WAIVER REQUEST MUST BE INCLUDED WITH THE
PUBLIC NOTICE FOR THE PRIMARY PLAT.
$
APPLICATION FEE
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Docket No. 07080036 PP
SUBDIVISION W AlVER
REQUEST APPLICATION
(Submit two (2) copies)
Date Received:
Contact Person: Joseph Scimia. Baker & Da.rt.iels
Telephone No. 317-569-4680
Fax No. 317-569-4800
E-Mail: iosevh.scimia(a)bakerd.com
PROJECT NAME: Rosado Hill Primary Plat
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Address: 600 E. 96th Street. Suite 600. Indianapolis. IN 46240
PROJECT ADDRESS: 10545 & 10555 Spring Mill Road
APPLICANT NAME: BSC n. LLC - Dan Boeglin, Contact
Land Owner
ADDRESS: Baker & Daniels, 600 E. 96th Street Suite 600. Indianapolis. IN 46240
TELEPHONE: 317-569-4644
Section (Section Number, Page, Item) of Subdivision Control Ordinance for which
waiver is being requested: Sections 6.03.19 & 6.05.07 Homes must face parkway or
collector roads.
State explanation of why waiver is being requested: A waiver of this requirement is
requested as the homes will be oriented toward and face the proposed shared private drive.
State reasons supporting waiver request: The proposed residential lots and building
locations are on to of a hill and are buffered from S 'n Mill Road b the increased
elevation and existin ve etation.
Present zoning: S-2
THIS APPLICATION MUST BE SUBMITTED AT THE TIME OF THE PRIMARY
PLAT APPLICATION. WAIVER REQUEST MUST BE INCLUDED WITH THE
PUBLIC NOTICE FOR THE PRIMARY PLAT.
$
APPLICATION FEE
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SUBDIVISION WAIVER
REQUEST APPLICATION
(Submit two (2) copies)
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Docket No. 07080036 PP
Date Received:
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Contact Person: Joseph Scimia, Baker & Daniels
Telephone No. 317-569-4680
Fax No. 317-569-4800
E-Mail: ioseph.scimia@bakerd.com
Address: 600 E. 96th Street, Suite 600, Indianapolis, IN 46240
PROJECT NAME: Rosado Hill Primary Plat
PROJECT ADDRESS: 10545 & 10555 Spring Mill Road
APPLICANT NAME: BSC II. LLC - Dan Boeglin, Contact
Land Owner
ADDRESS: Baker & Daniels. 600 E. 96th Street, Suite 600, Indianapolis. IN 46240
TELEPHONE: 317-569-4644
Section (Section Number, Page, Item) of Subdivision Control Ordinance for which
waiver is being requested: Section 6.05.01 All lots shall abut a street.
State explanation of why waiver is being requested: A waiver oitrus requirement is
requested as all three proposed residential lots will have access to a public street via a
platted and shared ingress/egress easement.
Present zoning: S-2
THIS APPLICATION MUST BE SUBMITTED AT THE TIME OF THE PRIMARY
PLAT APPLICATION. WAIVER REQUEST MUST BE INCLUDED WITH THE
PUBLIC NOTICE FOR THE PRIMARY PLAT.
$
APPLICATION FEE
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SUBDIVISION WAIVER
REQUEST APPLICATION
(Submit two (2) copies)
Docket No. 07080036 PP
Date Received:
Contact Pen~6n: Joseph Scimia, Baker & Daniels
Telephone No. 317-569-4680
Fax No. 317-569-4800
E-Mail: ioseph.scimia@bakerd.com
Address: 600 E. 96th Street. Suite 600. Indianapolis, IN 46240
PROJECT NAME: Rosado Hill Primary Plat
PROJECT ADDRESS: 10545 & 10555 Spring Mill Road
APPLICANT NAME: BSC II. LLC - Dan Boeglin, Contact
Land Owner
ADDRESS: Baker & Daniels, 600 E. 96th Street Suite 600. Indianapolis, IN 46240
TELEPHONE: 317-569-4644
Section (Section Number, Page, Item) of Subdivision Control Ordinance for which
waiver is being requested: Section 8.09.02 Installation of sidewalks or path along
existing roads.
State explanation of why waiver is being requested: A waiver of this requirement is
requested as the terrain involved in the area requiting sidewalks or paths is steep and
would not be practical for this purpose and bridges to cross a creek would be required.
State reasons supporting waiver request: The topography along 106th Street ehanges
immediately at the edge of cun'ent pavement making the installation of a path impractical.
Additionally. a creek crosses the property's boundary requiring a bridge be installed to
accommodate a ath.
Present zoning: S-2
THIS APPLICATION MUST BE SUBMITTED AT THE TIME OF THE PRIMARY
PLAT APPLICATION. WAIVER REQUEST MUST BE INCLUDED WITH THE
PUBLIC NOTICE FOR THE PRIMARY PLAT.
$
APPLICATION FEE
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(DRAFTI
RESIDENTIAL ARCHlTECTURAL DESIGN STANDARDS
Intent
Structure and Desi~n Standards and Provisions
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INTENT
The intent of these standards is to provide for high-quality, architecturally varied residential development
within the City of Carmel.
Its provisions require that all dwellings and neighborhoods, whether single-family, tvIIo-family, or
multifamily, be built to certain minimum standards.
STRUCTURE AND DESIGN STANDARDS AND PROVISIONS
Buildings shall maintain a consistent architectural style, in both form and trim, throughout. The
trim shall be present on all sides of the building, as appropriate. Appropriateness shall be defined
as utilizing features and forms that are considered typical to the chosen architectural style, and
shall be determined by staff review. All building elements are subject to the most current edition
of the Indiana Building Code.
A. WINDOWS
1. At least two windows shall be present on each fa.;:ade, and each occupied level, as architecturally
appropriate. One window shall be permitted on half stories.
2. All windows, on all sides of the house, shall have trim as architecturally appropriate.
B. ENTRYWAYS
1. Entryways shall be clearly visible and shall be the dominant feature of the front fac;:ade, or the
side facade.
2. Porches shall be a minimum of six feet deep, and shall be provided where architecturally
appropriate.
C. CHIMNEYS
1. Chimneys shall extend fully to the ground, and above the eaves, if external.
2. Chimneys shall be made of masonry or stucco material or panels, or material with a similar,
durable appearance.
3. "Shed-style" or bump-out chimneys shall not be permitted.
D. GARAGES
1. Garages shall not be the dominant feature of the front facade
2. If off-set or side-loading (courtyard loading), the fac;:ade facing the street shall have at least one
window.
3. The garage, if front-loading, shall comprise no more than 30% of 1he main front fac;ade.
E. ROOFLlNES
1. Roofs shall have minimum 12" overhangs, on all sides of the structure, if architecturally
appropriate.
F. MATERIALS
1. If more than one material or color is used, the transition between materials and/or colors shall be
logical, i.e. to highlight an architectural feature. If a material such as brick or stone is used on the
front fac;:ade but not the side facades, a logical transition with trim, such as quoins, shall be
provided. Vinyl siding, if used, shall not be less than 0.048 thickness. Aluminum siding shall not
be used.
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PRIMARY
ROSADO
DOCKET NUMBERS
SOURCE OF TITLE
INsmUMENT NUMBER
200600070985
PLAT
HILL
PART OF THE NORTHWEST QUARTER OF SECTION 11, TOWNSHIP 17 NORTH, RANGE 3 EAST,
CLAY TOWNSHlP, HAMILTON COUNTY, INDIANA
LAND DESCRlPllON
A PART or THE NORTHWEST OUARTER or SECTION 11. TOWNSHIP 17 NORTH, RANGE ~ EAST.
LOCATED IN CLAY TO""SHIP. HALlILTON COUNTY, INDIANA BEING DESCRI8ro AS FOllOWS:
CO.....ENCING AT THE PK NAIL AT THE NORTHWEST CORNER or THE NORTHWEST OUARTER or
SECTION 1', TOWNSHIP 17 NORTH. RANGE:I EAST; THENCE ON THE NORTH LINE OF SAID NORTHWEST
OUARTER NORTH 89 DEGREES 29 ",NUTE 15 SECONDS EAST (ASSULlED BEARING) 370.00 TO A "AG
NAIL AT THE EAST LINE or THE TRACT Of REAL ESTATE OESCRIBED IN INSTRUMENT No.
200300095828 AND THE POINO or BEGINNING OF THIS DESCRIPTION; THENCE CONTINUING ON SAID
NORTH LINE NORTH 89 DEGREES 29 ..,NUTE 15 SECONDS EAST 290.00 TO A MAG NAIL ON THE EAST
LINE OF THE TRACT OF REAL ESTATE DESCRIBED IN INSTRULlENT No. 20D600070986; THENCE ON SAID
EAST LINE SOUTH 00 DEGREES 17 MINUTES 27 SECONDS 660.00 FEET PARALlEL WITH THE WEST LINE
OF SAID NORTHWEST QUARTER TO 5/B" IRON ROO WITH YELLOW CAP STAMPED MILLLR SURVEYING ON
THE SOUTH LINE OF THE TRACT or REAL ESTATE DESCRIBED IN INSTRUlAENT No. 200600070985:
THENCE ON SAID SOUTH LINE SOUTH 89 DEGREES 29 lAlNUTES '5 SECONDS EAST 660.00 rEET TO A
"AG NAIL ON THE ..tST LINE or SAID NORTHWEST QUARTER; THENCE ON SAID 'OtST LINE NORTH 00
DEGREES 17 MINUTES 27 SECONDS EAST 375.64 FEET TO THE SOUTH LINE OF THE TRACT or REAL
ESTATE DESCRIBED IN INSTRUMENT No. 200300095828; THENCE THE FOllOWING 6 COURSES ON THE
EAST AND SOUTH LINE OF INSTRUMENT No. 200300095828 AND 2oo~0001256; 1) NORTH 06 DEGREES
~1 MINUTtS 44 SECONDS EAST 145.76 2) NORTH 00 DECREES '8 MINUTtS 39 SECONDS EAST 13.80
fEET: :I) NORTH 89 DEGREES 29 MINUTES 14 SECONDS 171.70 FEET; 4) NORTH 00 DEGREES JO
MINUTES 45 SECONDS WEST 79.99 FEET: S) NORTH 89 DEGREES 29 MINUTES 15 SECONDS EAST
150.00 FEET; 6) NORTH 00 DEGREES 30 MINUTES 45 SECONDS WEST 45.00 FEET TO THE POINT or
BEGINNINC. CONTAINING 9.05 ACRES !.lORE OR LESS.
QUAD MAP
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THIS INSTRULtENT PREPARED BY:
K. NATHAN AlTHOUSE
MILlER SURVEYING. INC.
94B CONNER STREET
NOBLESVlLLE. IND. 45050
Pt'i 773-2&44 F.: 77J-26o:.4
OAT", AUGUST 16. 2007
Job No. BJl7204
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PRIMARY PLAT
ROSADO HILL
EXISTING CONDITIONS
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THIS INSTRlJUEN'T PREPARED BY:
K. NATHAN ALTHOUSE
MILLER SURVEYING. tNC.
948 CDNNER SIRE[l
NDBLESVllLE. tNO. 46000
Pn. 7730-2544- Fl\ 77;3-:l69A
OATE: AUGUST 16.. 2007
Job Ng, 831724-
OWNER / SUBDIVISION
BSC II, LLC
B195 HEYWARD DRIVE
INDIANAPOLIS, IN 46250
;gN~h~(;5-2/R<SIOC"CE SOURCE OF TI TLE
"I"IMUM fRONT YARD, 3~' INSTRUMENT NUMBER
~:~:~~~ :~iR Y~:~D: 1~~, 200600070985
(Tr4ESE ARE: rOR: A SINGLE: r AMll Y
OWELUNG)
GRAPHIC SCALE
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SCALE: 1" ~ 5Q'
/
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C:&:U.E.
DE
N.A.E.
Rlw
SQ.FT.:!:
RAD.
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~ BUILDING LINE
~ DRAINAGE &: UTILITY EASEMENT
- DRAINAGE EASEMENT
- NON-ACCESS EASEMENT
~ RICHT-OF-WAY
~ SOU ARE FEET (MORE OR LESS)
= RADIUS
= 4".4"x36" CONCRETE MONUMENT
= 5/B" REBAR w/ BANNING CAP
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PROPOSED IMPROVEMENTS
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Bse II, lLC
6195 HEYWARD DRIVE
INOIANAPOLIS, IN 46250
LEGEND:
BL = BUILDING LINE
DUE = DRAINAGE & UTILITY EASE~ENT
R/W = RIGHT-OF-WAY
son." = SOUARE FEET (MORE OR LESS)
@ = 5/8" REBAR w/ MillER CAP
THIS INSTRUMENT PREPARED BY:
K. NA1HAN ~LTHOUSE
MILLER SURVEYING, INC_
948 CONNER' STREET
NOBlESVILl.E. IND. 46060
Ph 173-2644 Fx 773-:2694
DATEI AUGUST 16. 2007
JDb No. BJl724
ZONING
ZONED: S-2!RESPOENCE
'MINI'-4UM fROtH Y,Ir!;FlD: 35'
MINIMUM SIDE 'tAAO. 10'
MINI~UM REAR YAAD: :2(j'
CTH~SE ARE FOR 10. S1NCL~ F'Al.tll Y
OwElU"G)
SOURCE OF TITLE
INsmU~ENT NUMBER
200500070985
GRAPHIC SCALE
~ J
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SCAlE: '" = 50'
PAGE 3 Of" 4
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PRIMARY PLAT
ROSADO HILL
PART OF THE NORTHWEST QUARTER OF SECTION 11. TOWNSHIP 17 NORTH, RANGE 3 EAST.
CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA
FROSION CONTROL NOTES'
1. LAND ALltRJl.110N WHICH STRIPS THE LAND OF
'oEGE:TATlON, INCLUDING fiE~A.DING. Sf-tAU BE DONE IN
A WA.Y THA.T WILL MINII.IIZE EROSION.
2. CONmACTO~ SHALL COMPLY WIlli ..t..l SU.1E ANO L.OC....l
OROIN"'N~S THAT APPlY,
J. THIS FUN SI-tALL NOT BE CONSIDERED AU INCLUSIVE
AS ll-f~ CONTRACTOR SIiAlL rAKE ALL NECESSAR:y
PRECAUll0NS TO PREVENT SOil SEDIMEi'lT ffiOM LEA......NC
fHE SIl{,
4. ADDfTlOf;lAL ERQ-Sl-ON AliD srmun./T cm.jlROL MEASURES
WILL sr INSTAllED IF" [)EE~ED NECESSARy aT DN SITE
INSPECT10N
5. 'SEOI~[NT LADEN W....TER S1i."U BE. DDAlNED B,(
EROSION CONTROL PRACTICES AS NEEDED TO ~INI~I:ZE
SWI~ENTATlON jN THE RECElVlNG :3TREAM. 1'10 S'FCI~
W,lo,lER St1AlL BE DISCHARGED rnol.l ThE SITE IN A MANNE:R
THAT CA.lISE:S EROSIQN A.TTHE POINT Of DISCHARGE.
6. WASTES ANC UNUSED BUIL.CING MATERIAL.S SHAll
NOT BE: ALlO'nrO TO BE CARRIED F'ROM i1-IE SITE' BY
STORI.I WA1ER RUNOFF_ PRClP"tR CnSPOSAL OF oIoll WASTES
AND UNUSED BUILDING I.IAT['RI...LS 15 REQUIRED
7. SE[)l'~ENT 8EIN6 TRAC1(;(O O~10 PU8L1C DR PRIVA.TE
ROADWAYS SHAL.L 8E MIt-lIMlZED. CLEARIN-G OF ACCUM-
ULATED SErlIIJENT SHAll NOT INCLUDE fLUSHING W1iJ1
WATER. CLE.a..RED SEDI""~NT SHAL.l.. aE RETURNED TO TJ.-i:E
SHE FOR DISPOSAL.
s. SOIL WHICH HAS ACCUMULATED NEXT TC E:~OSl'ON
CONTROL DEVICES SHALL B"E: CQtLE:crm j,/'J[) RE~
Oi~mleuiElJ ON srtE A.mR EACH RAINFALl EVENT. ,lJW
A.T LEAST' ONCE.. WEEK,
9. IF INSTALLATION OF STORM DRA.I~A..GE S'Y:5TfM 5HOUUJ ElE:
ItHERRuPl[D BY >JJH.llJER OR NIGHTFALL, mE PIPE ENDS
SrfAll BE COIlEREa 'M1H FILTER FAElRle.
10. All E:(tSTING: smucru~Es, FENaHG. TREES AND ETC..
WITHIN CONsmucnON AREA SHALL !:!E REf.loV!:n AND
DISPOSEC Dr OFF SlIT.. BURNING IS ~ ALLOM!) (111
SlTE. (HOMEOWHEI': SHALL CLEARLY M",RK ANY EXISllNC
lRt:(s OF\! STRuCiURt:S lHEY lN1END TO KEEP)
11. SCHEDULE CF EARTHWORK ACllVlTlfS:
aJ THE DUPA.T100 OF TH~E WHICH AN AREA REMAINS
ExPOsm SHALL aE: KEPT TO A P'RACTICAL MINIf.tU~. THE
AREA SHALL SE STABILl2'Er1 ,01.'5 ~OLJr,l AS POSSIBLE
TEMFORA!1:Y V'EGnATlrn OR loIuLC:HIN(j $HAU BE USEU
TO Pf(OTECT EXPOSED AREAS iF" PERt.lAN(NT VEGET"'ll(lN
CA.NNOT BE: SEEDEO WITHIN 15 O""S OR ~CnI/lT'r'
CEASt:$ FOR MORE THAJJ 15- DAYS OR ...s m~ECTEO 6Y
THE ENIJINE'ER.
b) TOPSOIL RE?LACE:!.lENT SHAll TAKE: PLACE FROM
MARCH 1 TO OCTOBER Jl. STOCKP1LE TOPsal AT Au..
OTHER l1MfS elf' THE YEAR_ .pERIoIAN[Ni AND FlNAL
VEGETAYlON "'''0 SffiUC1UR"L 'EROSION CONTROL OEIltCES
SHAll 'BE INSTALLED WlTfoIlN SEVEti (7J DAYS ArTER
~IN"'L GR:,AOI.IofG OR AS SOON AS ~OSSlSu:.
T!;E WITHIN SITE: P.lAN WAS PF;!.EJIAfi:EU WITHOUT
THE BENEFIT OF A CURRENT Tln.E POLICY AND: ME
HlEREFORE SUBJECT TO M-IY STATEMENT OF FACTS
R~~LEO BY C:~UINAnON Of SCHEDULE -AH ,lr.,ND
SCHEDuLE .e~ Of A TIll[ POLICY,
LEGEND
@ ~ :ii'e:~A~~%~i~~EgTlbNSOD IMMEDIAiELY
BL ~ BUILDING LINE
OUE = DRAINAGE UTlLlTY & SEWER EASEMENT
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1l11~ IN~UIJ[NT ~~EPAREO 8Y:
K. riATHAN ALTHOUSE
UILlER SURVEYING, INC.
948 CONNER STREET
NOBlES.....'LLE, IND. -4-6060
Ph- 773-2544- F", 77.3-2694
OAT[, AUGUST lB. 2007
Job No. B31724
OWNER / SUBDIVISION
BSC II, LLC
8195 HEYWARD DRIVE
INDIANAPOLIS, IN 46250
SEASONAL SOIL PROTECTION CHART
PERMANENt
SHDlNC:
~~~~ltllt:n()r>I JAN rEB_ MAR APR, (]GT. r>l(JV. DEC
DORMANT
SEEDING
8 ,
~
r""""",.....l@l!:."'l'~<:roror'U:H""'<:
".....~'''"''"'J'~(;,,<rIll'''l;1~..,..T.
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r[MPOOA.F1Y
SEWING
D
It' IN 1111
~1'5'!:JUtJ..~_-.{'" -"";1.f~,1'M IY
~ ,.ootS ......1 if,J"'1It. lJOJO'~. ~l.Ili' ",.n",1It.
~=~~~~;t~~~~Hl
SODOINC
III III IIN
I.IULCt-IlNG
A ... KE,....TUCI(Y 8!...1J[(jR.A55 100 LBS-lA.CR"E; CREEPING REO FE'5Cl!E 100 lE5./"'CRE~
PLUS 2 TONS STl':AW IJUl<:HfACRE, OR "'OD ANNUAL RYEQRJI,SS 2:(1 lBS./ACRE
B ... KEN'TUCX'i 8LUECP:ASS 120 LSS.jACRE: CRE"EFHiG ~E:D rESCUE 120 LElS./"'CRE:
PLUS 2. TONS SrRAW t.lLJLCH/ACR(, or. .401) A.NNUA.L ff,!,(l;RASS ::itJ L9$ IACRE
C = S.PRING OA.is 38USkElS/ACRE
D = ~IEAT OR RYE 2 BUSt-IELS!A.CRE
E = ANNljAL R"I'E{:RASS 40 L6S_/A.CRE: (, l8/'OQD SO, fT, )
F 0= SOD
C ... S'iRA\'I MLJLCfi :2 TONS/ACRE
"/1/- .. IRRjGAnON N'EEDED [JUFilNG Jlj."I[, ,IUlY, ,ll"UGIJ5T ANO/OFl SEPTD.-IaEf!
H 0= IRRIGJaT1QN NE::DEl:> F()R 2 TO j WEEKS AHER SiJPPl'rlNG SaD
SEEDBED PREPARATION FOR PERMANENT SEEDI~G,
SILT FENCE CONSTRUCTION
NfS
r""~'
""'ioFNfNl
-...........
1.TEST SOIL TO DE:TERJ.lII'.IE pH AI'.IO i'lUTRIENT LEVELS.
{CONTACT COONTY SWCO OR COOPE':RATIVE: E.J:TrNSlaN l.lf'Ace FOR Jr.SSlStAI'.I~t: Ai'lO
SO~lS INF'ORMA.71.Ct-I, INC:LUDaiG A.VAILABU n::Sl1IiG SOiVlCE:S.)
L. IF SOJl pH IS UNSUIiA.ttU: f'Orl THE $PfClE.S: TO Bt srmm. "PPLY LIME: ACCORDINC
TO TEST R'ECOI.I~EI'.ID,ll"TIONS
--p4';[.,-::c1i ,.
~, FERTIUZ( AS REC:D~MENOEO BY THE SO!L lEST. IF iESlING WAS NOT OONE. CONSIDER'
,4,PPl'r1NG 400-&00 ~bs/ACRE or 12-12-'2 ANAlYSIS, OR EQUIV...LENT. rERllUlER.
4. t1LL TOP SOlL TO oaTA1N A UNJFORM &EDBEO. WMKINC THE rtAnuZEA: AND LINE INTO
THE Sall 2~-4 niCHES DEEP -..lt1 A DISK OR A ~AI<[ DPER.AiTED ACROSS rHE SlOPE.
-....... m~~':J.~~.-
"l~.rw-;~~c;
~
RULE 5 I1:EOllU:t:i:S ALL E>ISruFt8E.O AA~,ir,S LIKELY TO BE IDLER F"DR lS DAYS SHAU HI\\t: SURFACE
STA,8IUZA110N "P~I...Iro. WHrN WEA.THER CDN{)ITlDNS PtlEV[NT RAPID r;rR~INAT1DN or GAA~S.
THEN 2T/AC l.lULCH WILL 81:: U$f.:I) TO Ei'.ISLJRE CROUND STAelllZ^-TlQN I1EOUitl[IJENTS AR'E MH.
PAO~. ~AI~1t WM5'n
~~~k'~~:r\~~,
~
StCTION 10' 07 NOTFS
I) BUILDER TO INSTALL TEMPORARY CONSTRUC1l0N ENTRANCE
PRIOR TO ANY EART\j DIS'iURSING ACTIVITY.
II) BUILDER TO INSTAL, SILT FE~CE OR APPROVED EQUAL.
BUILDER iO INSTALL AND/OR MAIN1AIN INLET SEDIMENT
PROTEC1l0N.
III) BUILDER TO CLEAN MUD FROM STREETS AND ALLEYS DAILY.
CLEARED SEDIMENi MUST BE REDISTRIBUTED OR DISPOSED
ON IN A MANNER COMPUANT WlT\j ALL STA T11TES AND
REGULA TlONS.
IV) BUILDER MUST COMPLY WITH ALL ORDINANCES GOVERNING
SITE EROSION AND SEDIMENT CONTROL A~D THE APPROVEO
EROSION CONTllOL PLAN FOR Tl-IE DEVELOPMENT.
v) BUILDER SHALL NOT ALTER ELEVATIONS Of ADJOINERS LOT.
BUILDER TO ENSURE SEDIMENT I EROSION DOES NOT LEAVE
THE LOT.
VI) THE OVERALL SELF MONITORING PLAN AND PROCEDURES AS
APPROVED FOR Tl-IE DEVELOPMENT SHALL BE USED IN
CONJUNCllON WITH THIS PROPOSED SITE PL.~N
\011) BUILDER TO OBTAIN A REFERRAL FROM THE DEVELOPER FOR
THE .OUAlIFIED INDIVIDUAL" IN CHARGE OF THE
MANDATORY STORM WATER POLLUTION PREVENTION SELF
MONITORING PROGRAM FOR THIS PROJECT SITE. BUILDER
TO E~SURE THE NECESSARY DOCUMENTS PLANS AND
PROCEDURES ARE IN P,ACE PRIOR TO mE
COMMENCEMENT OF CONSTRUCTION.
\0111) BUILDER IS RESPONSIBLE FOR INSTALLATION AND
MAINTE~ANCE OF ALL EROSION ANO SEDIMENT CONTROL
MEASURES U~TIL SITE IS STABILIZED
~
8'rABIUZED CONSTRUCTION ENTRANCE
.......lril[NoId>ICE:;
INSPECT ENTRANCE P....[l AND SEDI~E.I'IT DISPOSAL AREA 'M'::EKLY ANI)
AfTEf( EACH STO~M t:'Ytrn oFil I1tN~( USE, ~tSHA.PE .e-AIJ AS NEEDED
F"aR DRAI~ACE: MID RlJNOf"r CONTROL TOP DRe:SS WITH CLEAN STONE
AS ~[ECm. It.lMEOIATELY RE~Vt: ~UD AND SEDIIAEIiT 'TRACKED OR
WAS"'W ONTO f1lJ8UC!PRIVATE ROAOS BY 8RUSHING OR SWEEPING.
FLUSHING SHClUlD ONLY 8E USED IF WA iER IS CONVE'fEO INTO A
SED~!.IilH mAP OR S"SIN. REPAIR ANY BROKEN ROAD- PAVE~ENl
1",.IoIE(lIA.1EL y_
~~~I~~RE!'O,"CE SOURCE OF TITLE
M'NIMUM F1iDNT YARD, J5' INSTRUMENT NUMBER
M'~IMUM SlOE YARO, 1C' 2006000709BS
1.lII'.IlLlUIJ REAl' YAFlCr: ~O'
(rHESE "'RE: n:fl.: A S!i'j(;LE rllLlIL Y
OWl'WNG)
DOCKET NUMBERS
PAGE "' OF 4
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SOURCE OF TITLE
INSTRUMENT NU~BER
200600070985
:1006000709B5
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"rnIS INSTlWIJ[NT PREPARED lJY;
K NATHA.N: ALTHOUSE
MILLER SURVEYING. INC.
948 CONNER STREET
ND91E:S.....llLE:, IND, ..SOStJ
Ph: 713-25044 f:o: 77~-26~4
DATE; AUGUSl 16, 200,
Job No, B31724
SECONDARY
ROSADO
PLAT
HILL
PART OF THE NORTHWEST QUARTER OF SECTION 11, TOWNSHIP 17 NORTH, RANGE 3 EAST,
CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA
50
N,W. ~/4
N.W, 1/4
SEC. l1-U-:,'j
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NORTf1 LINE, N.W. 1/4. SECTION 11-17-3.
N89'29"S'E 2682.35' N89'29'1S"E
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20' DUE ANC, COIY!~Ol'I AREA
.,
a
SB9'29'15"W
NOO"JO'45"W
45,00'
N6s'29'15'E
Sa9'19'1S'"W 4.39.30'
20' DlJE ...NO CCL.IIAOtJ "R~A
325,53'
SO' R
S.O. S\.-Dr; SET SACK UN\:
'20' Bl
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INST #g60185?, P~.A T C~.B!NF1 1 ~;lje( L"-!8
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OWNER / SUBDIVISION
sse II, LLC
8195 HEYWARO DRIVE
INDIANAPOLIS, IN 46250
ZONING
ZC+lEC; S-2fRESlDCNCE:
l.,4INIMUIIl fRONT YARe; 35'
MINI"'U~ SIDE: YARO; 10'
!l4INIMUhl 'R~ YARD: 20'
ClHESE ARE FOR A SINGLE: rAMIl'r'
DYiEU.ING)
PAGE 1 Dc 2
(72J
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1.43 ACRES
324.54'
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1,42 ACRES
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S69'29'15"W
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LINE TABLE
LINE BEARING LENGTH
(70) Ll NOO'17' 46"E 195,75
U NOO'17'45'E 55,80
(7i j L3 N66'03'05'[ 56.g.
L4 N55'38'06"[ 67,21
LS N71'OB'07"E 66,50
l6 NBo'16'34"E 77,84
L7 NOO'oo'oo' 37.05
L8 N90'OD'00"E IBO.Oo
L9 SOO'OO'OO"E IBO.OO
LlO SgO'OO'DO"W 160.00
111 NOO'OO'Oo"E 62.07
L12 Se016'34':W 62.75
L13 S71'OS'07"W 73.54
L14 S5,'3S'05"W 64,51
LIS SSS'03'05"W Bg,43
Bl
DUE
R/W
Sa,Fl,;!;
(!)
LEGEND:
= BUILDING LINE
= llRAINAGE & UTILITY EASEMENT
- RIGHT-OF-WAY
~ SaUARE FEET (MORE OR lESS)
~ 5/8' REElAR WI MILLER CAP
c
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SECONDARY
ROSADO
PLAT
HILL
PART OF THE NORTHWEST QUARTER OF SECTION 11, TOWNSHIP 17 NORTH, RANGE 3 EAST,
CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA
LAND DESCRIPTION
A PART Or lliE NORTHWEST QUARTER OF SECTION 11, TOWNSHIP 17 NORTH, RANGE 3 EAST, LOCATED
IN CLAY TO'M-lSHIP, HAMILTON COLNTY. INDIANA BEING DESCRIBED AS FOLLOWS;
COM~ENCING AT THE PK NAIL AT THE NORTHWEST CORNER OF THE NORTHWEST QUARTER OF SECTION
II, TOWNSHIP 17 NDRTH. RANGE 3 EAST; THENCE ON THE NORTH LINE OF SAID NORTHWEST QUMTlER
NORTH 89 DEGREES 29 MINUTE 15 SECONDS EAST (ASSUMED 8EARING) 37D.00 TO A MAG NAIL AT
THE EAST liNE OF THE lRACT OF REAL ESTATE DESCRIBED IN INSTRUMENT No. 200300095828 AND THE
POINT DF BEGINNING or THIS DESCRIPTION; THENCE CONTINUING ON SAID NORTH LINE NORlH 69
DEGREES Z9 MINUTE 15 SECONDS EAST 290.00 TO A MAG NAIL ON THE EAST LINE 01' THE mACT OF
~EAL ESTATE DESC~18EO IN INSTRUMENT No. 200600070986; THENCE ON SAID EAST LINE soum 00
OEGREES 17 MINUTES 27 SECONDS 560,00 rEET PARALLEL WITH THE WEST LINE OF SAID NORTHWEST
OUARTER TO 5/8" IRON ROD WlTH YELLOW CAP STAMPED MILLER SUR'lEYING ON THE SDUTIi LINE OF
THE "mACT OF REAL ESTAT!; OESC11IBEO IN INSTRUMENT No. 200600070985: THENCE ON SAID SOUTH
LINE SOUTH 89 DEGREES 29 MINUT!;S 15 SECONDS EAST 66000 FEET TO A MAC NAIL ON THE WEST
LINE OF SAID NORTHWEsr aUARTER; TIiENCE OM SAID WEST LIME MORTH 00 DEGREES 17 MINUTES 27
SECONDS EAST 375,64 FEET TO THE SOUTH LINE or THE TRACT or REAL ESTATlE DESCRIBED IN
INSTRUMENT No. 200;;00095828: THENCE TIiE f"OLLOWlNG 5 COURSES ON THE EAST AND SOUTH LINE
OF INSTRUMENT No, 200J00095828 AND 20040001256: I) NORTH 06 DEGREES 41 MINUTES 44
SECONDS EAST 145.76 2) NOR114 00 DEGREES 18 MINUTES 39 SECONDS EAST 13.80 FEET: 3) NOR114
69 DEGREES 29 MINUTES 14 SECONDS 171.70 FEET: 4) NORTH 00 DEGREES 30 MINUTES 45 SECONDS
WEST 79.99 FEET: 5) NORTH 89 OEGREES 29 MINUTES 15 SECONDS EAST 150.00 FEET; S) NORTH 00
OEGREES ;;0 MINUTES 45 SECONDS WEST 45.00 fEET TO THE POINT OF BEGINNING. CONTAINING 9,05
ACRES MORE OR LESS,
esc II. LLC AND ANY AND ALL SUCCESSORS AND ASSIGNS HEREBY WAIVE ALL ~IGHTS TO PETITlON THE
HAMILTON COUNTY HIGHWAY DEPARTMENT, THE HAMILTON COUNTY BOARD OF COMMISSIONERS. OR
HAMIL TON COUNTY, OR THE SUCCESSOR UNIT OF GOVERNMENT TO 6E RESPoNSI6LE FOR THE
MAIN7ENANCE Of THE INGRESS-EGRESS EASEMENT, OR TO HA'IE THE EASEMENT CONSIDERED A PUBLIC
ROAD NECESSITATING MAINTENANCE BY ANY UNIT OF GOVERNMENT.
WHE~E COMMON DRIVES ARE sHO'M-l ON THIS PLAT, THOSE LOT OWNERS ABUTTlNG SUCH ORIIIES SHALL
O'M-l EOUAL AND UNOIVlDED INTEREST IN SUCH DRIVES AS TENANTS IN COMMON. ANO IT SHALL BE THE
OBLlCATlON OF EACH OWNER IN COMMON WITH THE OlHER LOT OWNERS ABUTTING SUCH A ORIII( TO
CONTRIBUTE AN EOUAL SHARE OF THE COST OF THE MAINTENANCE OF SUCH DRI'lES, YoHERE A
MAJORITY OF LOT O'M-lERS SERVED BY A PRIVATlE DRIVE ELECT TO REPAIR THE PRIVAT!; DRIVE AND ONE
OR MORE LOT OWNERS FAILS TO PAY THEIR ALLOCA8LE SHARE OF SUCH REPAIR, THEN THE O'M-lERS
PA'l1NG SUCH COST MAY FILE A LIEN FOR THE ReASONABLE VALUE Of LABOR PERFORMED AND
MATERIALS FURNISHED AS PRESCRIBED 8Y TIlE LIEN LAWS OF THE STATE OF INDIANA AGAINST ANY
SUCH LOT AND T EH DWNER THEREOF AND RECO'IER THE FULL ASSESSMENT OWED TOGETHER ~TH
INTEREST FROM DUE DATE AND REASONABLE ATTORNEY'S FEES, Tl-!E PRIVATE DRIVE MAY CONTAIN
UTlLlTIES TO .5ER'IE SAID LOTS IN \\1-iICH E'lENT THE SEVERAL PROPERTY OWNERS SHALL MAINTAIN THE
UTlLiTIES NOT OTHER\\ISE MAINTAINED BY THE RESPECTIVE UTILITY IN THE SAME MANNER AS sn OUT
FOR DRIVES. ALL PRIVATE ORIVES SHALL ALSO 8E A UTILITY EASEMENT,
CERTIFICA TE OF SURVEY
THIS IS A PLAT OF 3 LOTS IN CLAY TOWNSHIP. HAWL TON COUNTY, INOIANA.
THIS PLAT ~LL 6E KNOWN AS ROSADO HILL sU8DI\1SION.
THE SIZE OF LDTS AND WIDTH OF STREET ARE SHO'M-l IN FEET ANO DECIMAL PARTS THEREOF.
CROSS-RfFERENCE IS HEREBY MADE TO A SURIIEY RECORDED IN THE OFFICE Or THE
RECOROER OF HAMILTON COUNTY, INDIANA ----
I. K. NATHAN ALTHOUSE. THE UNDERSIGNED CERTlry THAT I AM A REGISTERED LAND SURVEYOR,
L1CENSEll IN COMPLIANCE ~TH THE LAWS Of THE STATE OF INDIANA AND THAT THE 'MTHIN PLAT
REPRESENTS A SUBOIVlSION OF THE lANDS SURVEYED ~THIN THE CROSS REFERENCED SURVEY PLAT,
AND THAT TO THE 8EST OF MY KNOWLEDGE AND BELIEf THERE HAS BEEN NO CHANGE FROM THE
MATTERS or THE SURVEY REVEALED BY THE CROSS-REFERENCE SURVEY AND ANY LINES THAT ARE
COMMON WITH THE NEW SUBDIV1SIDN.
'MTNESS MY SIGNATURE 114IS ______ (lAY OF ____, 2007.
CER'IIFIED THIS ____ DAY or
MILLER SUR'lEYlNG. INC,
\\\,~,\\\\~ll'~J1J"".f
j'\0.tiSTii i%~
<i <:~'~" No.- "0.;'0 ~
f:.i ,~S~4~a7 ,~ \
~ STATE OF " g
V"'ll-ml~"~&f
1..'l~~.-.~;\.""".$'
"'ffmJ!I\'11\'~"
CERTIFICATE OF OWNERSHIP
I. ___~___~. (8RUCE BODNER. STEVEN C, BODNER,
DONALD R. BODNER) DO HEREBY CERTIFY THAT I AM THE OWNER OF THE PROPERTY
DESCRIBED IN THE ABOVE CAPTION AND mAT AS SUCH O'M-lERS WE HA'IE CAUSED THE
SAID ABOVE DESCRIBED PROPERTY TO BE SUR'lEYED AND SUBDIVlDEO AS SHOWN ON THE
HEREIN DRAWN RE-PLAT, AS OUR mEE AND VOLUNTARY ACT,
SIGNA TURE
(PRINTED NAME)
___ 2007
.
K. NATHAN ALTHCil;SE,PlS--
PROFESSIONAL LAND SURVEYOR
No. LS 20400007
STA TE OF INDIANA
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THIS INSTRUMENT PREPARED 8y=
K, f'lA.TKA.N' ALTHDUSE
MILLER SURVE'lING, .NC
948 CONNER STREET
NOBlES\llllt., IND. 4.6060
p~ 17':>-:2644 Fx. 77.3-2694
DATE: AUGUST 1 S, 2007
Job No. 8.:31724
OWNER / SUBDIVISION
BSC II, LLC
BISS HEYwARD DRIVE
INDIANAPOLIS. IN 46250
ZONING
ZONEO~ S-2jRESll:lENCf.
~INIUUI.C fRONT YARD: JS'
~lfoJIMUL!; SiDE: YARO: 10'
~I~IMLJLI: REA.R YARD: 20'
(THrSE ,oIr,RE: rOR: A S1N~ tAhlllY
O~lLlNG)
SOURCE OF TITLE
INSTRUMENT NUMBER
200600070985
PACE 2 OF 2
-~~~---
SIGNATtJRE
-~RINT!;O NAME) -~
(PRINTED NAME)
SIGNATURE
I AFFIRM, UNDER THE PENALTIES FOR PERJURY, THAT I HAVE TA~EN REASONABLE CARE
TO REDACT EACH SOCIAL SECURITY NUMBER IN mE DOCUMENT, UNLESS REOUIRED 8Y
LAW. (BRYAN BEDFORD)
STATE Of INOIANA )
) 55:
COUNTY Of HAMILTON)
6EfORE ME A NOTARY PU8L1C, IN AND FOR SAID COUNT"( AND STATE, PERSDNALL Y
APPEARED TliE
~____~~ ACKNOWLEDCED THAT THEY SIGN THE ABO'IE
CERTlFICA TE AS THEIR O'M-l AND FREE VOLUNTA,~Y ACT AND DEED FOR THE USES AND
PURPOSES THEREIN SET fORTH,
NOTARY PUBLIC: ____ PRINTED NAME:
\\\\\\11I1JIllfIJI
,.........., <J~ Pl.'I............
-<- \",,,... V<s> -::.
(!~SEA~([)
%.r 1;.-.,.._--,.....~~ f
...-,.,.....,1'/1 /) I p..,. ""-.....~
I//"rllllll~'~'\\
COUNTY OF RESIDENCE:
My COMMISSION EXPIRES;
CERTIFICA TE OF PLAN COMMISSION
UNDER AumORITY PRD\10ED BY INDIANA CODE 36-7-4-710, AND ORDINANCES ADOPTED
BY THE COMMON COUNCIL OF THE CITY OF CARMEL. INDIANA, J)jIS RE-PLAT WAS GIVEN
APPROVAL S Y THE CITY OF CARMEL AS FOLLOWS:
GRANTlEO ADMINISTRATIVE APPROVAL BY THE DEPARTMENT OF COMMUNITY SERVlCES
PURSUANT TO ARTICLE
XI OF "THE CARMEL/CLA~ PLAN COMMISSIONS RULES OF PROCEOURE ON
8Y,
MiCHAELP:-HOUiElAU~DIRECTi5R:""D(PARi\iENT OF COMMUNITY SERVICES, CARMEL.-
INDIANA
BOARD OF COUNTY COMMISSIONERS CERTIFICATE
UNDER AUTHORITY PRD'<1DED BY CHAPTER 47, ACTS OF 1951, ENACTED BY mE GENERAL
ASSEMBLY or THE STATlE OF INDIANA, AND ALL ACTS AMENDATORY THERETO, THIS PLAT
WAS GIVEN APPROVAL 8Y mE 80ARD OF CDUNTY COMMISSIONERS OF HAMILTON COUNTY,
INDIANA. AT A MEETlNG HELD: __~, 200_,
BOARD OF CO~MISSIONERS OF HAMil TON COUNTY. INDIANA
STEVE DILLINGER, PRESIDENT
STtVE HOLT. VlCE PRESIDENT
CHRISTINE ALTMAN. MEMBER
ATTEST: ~___
HAMil TON COUNTY, AUDITOR (SEAL)
DOCKET NUMBERS
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PRIMARY PLAT
ROSADO IIILI~ TREE PRESERVATION PLAN
3 EAST.
DOCKET No. 0708036 PP
PART OF THE
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I LEGEND:
eBL ~ BUILDING liNE
DUE = DRAINAGE &: U~L1TY EASEMENT
R/W = Rl-GHT-Or-WAY
SOFT" ; SQUARE FEET (MORE OR LESS)
= 5/B" R;:BAR WI MILLER CAP
= CONCRETE MDNUMENT
NAE = NON AcCESS EASEMENT
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THIS !NSTRUIJEr. T ?REPMED BY;
fI(, NATHAN ALTHOUSE
t.lIUB~ 'SURvEYI:-JG, INC
!H8 CONNER STREIT
N08LESVILLE, INI)' 46:>60
""h nJ-:.L644 F:o:: 7n-2ti'94
DATE; "I..JG-UST ~ 6, 200,
Job ,"10. 83172'\.
OWNER / SUBDIVISION
Bse II, LLC
B195 HEYWARO DRIVC
INDIANAPOUS, IN 46250
ZONING
loo([): 5-1!RE5IDEriCE
~IMIil4Ui.l FRONT YA~D: J5'
1.l1r-tIt.AUI.l SIDE 'r"AAC; 10'
iollH'llolIlJt.I REA" YARO: 2{)'
(THESE. ME reR /l, SiNCU:: FAt.lIL '(
CWE:LUNC)
SOURCE :OF TITLE
INSTRUMENT} NUMBER
20D600070;IBS
GC"(APHI(: ~CALI::
J IIII!!I l::IIoE;I
~ 2~ 50
SCALE, ," ~ 50'
J
100
PAGE 6 OF 6
_____ _-L
,~
Rosado Hill
Copyright 2001 AlA
MASTERSPEC
11-19-07
11/01
1(~e- ...\ d \\ .-2 q - 01
I c.
SECTlON 02231 - TREE PROTECTION AND TRIMMING
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes the protection and trimming of existing trees that interfere with, or are
affected by, execution of the Work, whether temporary or permanent construction.
1.3 DEFINITIONS
A. Tree Protection Zone: Area surrounding individual trees or groups of trees to remain during
construction, and defined by the drip line of individual trees or the perimeter drip line of groups
of trees, unless otherwise indicated.
1.4 SUBMITTALS
A. Product Data: For each type of product indicated.
B. Tree Pruning Schedule: Written schedule from arborist detailing scope and extent of pruning of
trees to remain that interfere with or are affected by construction.
C. Qualification Data: For tree service firm and arborist.
D. Certification: From arborist, certifying that trees indicated to remain have been protected
during construction according to recognized standards and that trees were promptly and
properly treated and repaired when damaged.
E. Maintenance Recommendations: From arborist, for care and protection of trees affected by
construction during and after completing the Work.
1.5 QUALITY ASSURANCE
A. Tree Service Finn Qualifications: An experienced tree service firm that has successfully
completed tree protection and trimming work similar to that required for this Project and that
will assign an experienced, qualified arborist to Project site during execution of tree protection
and trimming.
B. Arborist Qualifications: An arborist certified by ISA or licensed in the jurisdiction where
Project is located.
TREE PROTECTiON AND TRIMMING
02231 - 1
Rosado Hill
Copyright 2001 AlA
MASTERSPEC
11-19-07
11/0 I
c. Tree Pruning Standard: Comply with ANSI A300 (Part 1), "Tree, Shrub, and Other Woody
Plant Maintenance--Standard Practices (Pruning)."
D. Preinstallation Conference: Conduct conference at Project site to comply with requirements in
Division] Section "Project Management and Coordination."
] . Before tree protection and trimming operations begin, meet with representatives of
authorities having jurisdiction, Owner, Architect, consultants, and other concerned
entities to review tree protection and trimming procedures and responsibilities,
PART2 - PRODUCTS
2.1
MATERIALS
A.
Drainage Fill: Selected crushed stone, or .crushed or uncrushed gravel, washed, AS'rM D 448,
Size 24, with 90 to 100 percent passing a 2-1/2-inch sieve and not more than 10 percent passing
a 3/4-inch sieve.
B.
Topsoil: Natural or cultivated surfa(;e-soil layer containing organic matter and sand, silt, and
clay particles; friable, pervious, and black or a darker shade of brown, gray, or red than
underlying subsoil; reasonably free of subsoil, clay lumps, gravel, and other, objects more than I
inch in diameter; and free of weeds, roots, and toxic and other non-soil materials.
1. Obtain topsoil only from well-drained sites where topsoil is 4 inches deep or more; do not
obtain from bogs or marshes.
c. Filter Fabric: Manufacturer's standard; nonwoven, pervious, geotextile fabric of polypropylene,
nylon, or polyester fibers.
D. Protective Fence: 4' high orange snow fence, in lengths required to fully enclose tree protection
areas shown on plans and detail. Stake fence with metal poles suitable for use with snow fence.
Provide fence by the following manufacturer's:
]. Tenax Saf-T-Sno Heavy Duty Snow Fence.
2. Approved Equal.
PART 3 - EXECUTION
3.1
PREPARATION
A.
Temporary Fencing: Install tempor~ fencing around tree protection zones to protect
remaining trees and vegetation from construction damage. Maintain temporary fence and
remove when construction is complete.
B.
Protect tree root systems.1rom damage caused by runoff or spillage of noxious .materials while
mixing, placing, or storing construction materials. Protect root systems from ponding, eroding,
or excessive wetting caused by dewatering operations_
TREE PROTECTION AND TRIMI\1ING
02231 - 2
Rosado Hill
Copyright 2001 AlA
MASTERSPEC
11-19-07
11/01
3.2
3.3
C.
Do not store construction materials, debris, or excavated material inside tree protection zones.
Do not permit vehicles or foot traffic within tree protection zones; prevent soil compaction over
root systems.
D.
Maintain tree protection zones free of weeds and trash.
E.
Do not allow fires within tree protection zones.
EXCA VA TION
A.
Install shoring or other protective support systems to minimize sloping or benching of
excavations.
B.
Do not excavate within tree protection zones, unless otherwise indicated.
C.
Where excavation for new construction is required within tree protection zones, hand clear and
excavate to minimize damage to root systems. Use narrow-tine spading forks and comb soil to
expose roots.
1. Redirect roots in backfill areas where possible. If encountering large, main lateral roots,
expose roots beyond excavation limits as required to bend and redirect them without
breaking. If encountered immediately adjacent to location of new construction and
redirection is not practical, cut roots approximately 3 inches back from new construction.
2. Do not allow exposed roots to dry out before placing permanent backfill. Provide
temporary earth cover or pack with peat moss and wrap with burlap. Water and maintain
in a moist condition. Temporarily support and protect roots from damage until they are
permanently relocated and covered with soiL
D. Where utility trenches are required within tree protection zones, tunnel under or around roots by
drilling, auger boring, pipe jacking, or digging by hand.
1. Root Pruning: Do not cut main lateral roots or taproots; cut only smaller roots that
interfere with installation of utilities. Cut roots with sharp pruning instruments; do not
break or chop.
REGRADING
A.
Grade Lowering: Where new finish grade is indicated below existing grade around trees, slope
grade beyond tree protection zones. Maintain existing grades within tree protection zones.
B.
Minor Fill: Where existing grade is 6 inches or less below elevation of finish grade, fill with
topsoil. Place topsoil in a single uncompacted layer and hand grade to required finish
elevations.
c.
Moderate Fill: Where existing grade is more than 6 inches but less than 12 inches below
elevation of finish grade, place drainage fin, filter fabric, and topsoil on existing grade as
follows:
1. Carefully place drainage fill against tree trunk approximately 2 inches above elevation of
finish grade and extend not less than 18 inches from tree trunk on all sides. For balance
TREE PROTECTION AND TRIMMING
02231 - 3
Rosado Hill
Copyright 200 I ALA
3.4
A.
B.
C.
D.
E.
3.5
A.
B.
3.6
MASTERSPEC
11- 19-07
11/01
of area within drip-line perimeter, place drainage fill up to 6 inches below elevation of
grade.
2. Place filter fabric with edges overlapping 6 inches minimum.
3. Place fill layer of topsoil to finish grade. Do not compact drainage fill or topsoil. Hand
grade to required finish elevations.
TREE PRUNING
Prune trees to remain that are affected by temporary and permanent construction.
Prune trees to remain to compensate for root loss caused by damaging or cuttirig root system.
Provide subsequent maintenance during Contract period as recommended by arborist.
Pruning Standards: Prune trees according to ANSI A300 (ParL 1).
Cut branches with sharp pruning instrum'ents; do not break or chop.
Chip removed tree branches and dispose of off~site.
TREE REPAIR AND REPLACEMENT
Promptly repair trees damaged by construction operations within 24 hours. Treat damaged
trunks, limbs, and roots according to arhorist's written instructions.
Remove and replace trees indicated to remain that die or are damaged during construction
operations that Landscape Architect determines are incapable of restoring to normal growth
pattern.
I. Provide new trees of 6-inch caliper size and of a species selected by Architect when
damaged trees more than 6 inches in caliper size, measured 12 inches above grade, are
required to be replaced. Plant arid maintain new trees as specified in Division 2 Section
"Exterior Plants."
C.
Aerate surface soil, compacted during construction, 10 feet beyond drip line and no closer than
36 inches to tree trunk. Drill 2-inch diameter holes a minimum of 12 inches deep at 24 inches
o.c. Backfill holes with an equal mix of augered soil and sand.
DISPOSAL OF WASTE MATERIALS
A.
Burning is not permitted.
B.
Disposal: Remove excess excavated material and displaced trees from Owner's property.
END OF SECTION 02231
TREE PROTECTION AND TRIMMING
02231 - 4
of
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fl\ TREE PROTECTION
V NO SCALE