HomeMy WebLinkAboutApplicationTin~le¥, Connie S
From:
Sent:
To:
Cc:
Subject:
Griffin, Matt L
Thursday, October 28, 2004 4:30 PM
Babbitt, Pamela A
Morrissey, Phyllis G; Pattyn, Dawn E; Tingley, Connie S; Hollibaugh, Mike P; Keeling,
Adrienne M; Kendall, Jeff A; Brewer, Scott I; Hancock, Ramona B; Dobosiewicz, Jon C;
Mindham, Daren; Conn, Angelina V
Docket No. Assignment: (PP & SW) Kendall Wood (#04100034 PP & #04100035 SW)
Pam .... ~';~
~' m~
I h~ve forwarded thi., e il to the applicant's contact person and updated the file. The docket numbers for
(P%~.__~) Kendal~od are as follow:
Docket No,-70'4100034 PP Base DP Application Fee $750.00
$100 per lot x 17 lots $1,700.00
Docket No. 04100035 SW Application Fee $750.00
Total Fee: $3,200.00
Docket No. 04100034 PP: Kendall Wood - Primary Plat
The applicant seeks to plat a residential subdivision of 17 lots on 17.889 acres.
The petitioner also seeks the following subdivision waivers:
Docket No. 04100035 SW: SCO 6.03.19 (4) - Access to Arterials, Parkways, and Collectors
The applicant request that the required 200 foot buffer area be reduced to 25 feet.
The site is located at the NW corner of 121st Street and Shelborne Road. The site is zoned SI/Residential.
Filed by Dennis Olmstead of Stoeppelwerth and Associates, Inc. for Steven A. Wilson Inc.
Petitioner, please note the following:
1. This Item will be on the November 17, 2004, agenda of the Technical Advisory Committee (TAC).
2. Please deliver plans to all TAC members by November 2, 2004, in order to be heard at the November
17 TAC meeting.
3. Mailed and Published Public Notice needs to occur no later than Friday, November 19, 2004.
Published notice is required within the Indianapolis Star.
4. Proof of Notice will need to be received by this Department no later than Noon, Friday, December
10, 2004. Failure to submit Proof of Notice by this time will result in the tabling of the petition.
5. The Fifteen (15) Informational Packets must be delivered to Plan Commission Secretary Ramona
Hancock no later than NOON, Friday, December 3. Failure to submit Informational Packets by this
time will result in the tabling of the petition to the January 18, 2005, agenda of the Plan Commission.
6. The Item will appear on the December 14, 2004, agenda of the Plan Commission (under "Public
Hearings").
7. The Item will also appear on the Thursday, January 4, 2005, agenda of the Plan Commission
Subdivision Committee.
PETITIONER: refer to your instruction sheet for more detail.
Mr. Olmstead can be contacted at 317.849.5935 (Fax: 317.849.5942).
Thank you,
Matthew Griffin, AICP
APPLICATION FOR
PRIMARY PLAT (OR REPLAT)
Fee: $700.00 plus $35.00 per lot ($560.00)
DATE: October 22, 2004
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.
Name of Applicant: Steven A. Wilson, Inc.
Phone No. (317) 846-2555
Address of Applicant: 937 Keystone West, Carmel, Indiana 46032
Name of Owner: Steve A. Wilson, Inc.
Phone No. (317) 846-2555
Name of Subdivision: Kendall Wood
Legal Description: (To by typewritten on separate sheet and attached)
Area (in acres): 17,887 Number of Lots: 17
streets to be dedicated to public use: 0.232 miles
Surveyor certifying plat: Dennis D. Olmstead
9940 Allisonville Road, Fishers, Indiana 46038
Address:
Length (in miles) of new
Phone No. (317) 849-5935
*************************************************************** OF INDIANA, COUNTY OF Hamilton , SS:
The undersigned having been duly sworn, upg~oath says that the above information
is true and correct as he or she i~~d and be~,~s.
SIGNATURE OF APPLICANT: ,~-~:~:~~, ~ Print: October 22, 2004
e~me October
Subscribed and sworn to be this 22nd day of~, /t '~'" ,
.....
- II ~ P~ . n '~L~_ rl
No ry P hc
September 9, 2006 . ~
My Commission Expires:. ~ m ~ ~ ' '
5.1.10 Application for Primary Plat, Two (2) copies, or more if necessary, of the prim~l~t'e~(
of the construction plans together with supporting documents shall be submitted' to the Director' -'~-OJ
..-
Current Planning with this application. These plans to be distributed to all Technical Adviso~
Commiffee authorities by applicant.
FEE: Received by:
s :\pla nco m m\a ppi ictn. pc\pri m plat. a px
SUBDIVISION REGULATION WAIVER
REQUEST APPLICATION
(Submit two (2) copies)
Fee: $655.00 plus $72.50 for each additional waiver request
Dennis D. Olmstead
Contact Person: Stoei~i~elwerth & Associates, Inc. Telephone No. (317) 849-5935
Fax No. (317) 849-5942
Address: 9940 Allisonville Road, Fishers, Indiana 46038
PROJECT NAME: Kendall Wood
PROJECT ADDRESS: Northwest quadrant 121st Street and Shelborne Road
APPLICANT NAME: Steve Wilson - Steven A. Wilson, Inc.
ADDRESS: 937 Keystone Way, Carmel, Indiana 46032
TELEPHONE: (317) 846-2555
FAX: (317) 846-9594
Section (Section Number, Page, Item) of Subdivision Regulations for which variance is being
requested:
33.4.02 (e) Page 33-3
State explanation of why variance is being requested:
To allow buffer area adjacent to right-of-way to be reduced to a minimum of 25 feet.
State reasons supporting variance request:
A masonry, and wro~ht iron fence/wall and landscai~in~ will be constructed alon~ the
developments perimeters which abut thoroughfares and consquently will not allow rear yards to be visible
from said thoroughfares. Also, these type of homes will be primari~ly masonry on ail sides.
Present zoning: ~~~~~, YJ
~ggnature of Property Owner
NOTE: THIS APPLICATION MUST BE SUBMITTED AT THE TIME OF THE PRIMARY
PLAT APPLICATION. VARIANCE REQUEST MUST BE INCLUDED WITH THE PUBLIC
NOTICE FOR THE PRIMARY PLAT.
APPLICATION FEE
APPLICATION FOR
PRIMARY PLAT (OR REPLAT)
Fee: $700.00 plus $35.00 per lot ($560.00)
DATE: October 22, 2004
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.
Name of Applicant: Steven A. Wilson, Inc.
Phone No. (317) 846-2555
Address of Applicant: 937 Keystone West, Carmel, Indiana 46032
Name of Owner: Steve A. Wilson, Inc.
Phone No. (317) 846-2555
Name of Subdivision' Kendall Wood
Legal Description' (To by typewritten on separate sheet and attached)
Area (in acres): 17.887 Number of Lots: 17
streets to be dedicated to public use: 0.232 miles
Length (in miles) of new
Surveyor certifying plat: Dennis D. Olmstead
Address' 9940 Allisonville Road, Fishers, Indiana 46038
Phone No. (317) 849-5935
*************************************************************** OF INDIANA, COUNTY OF Hamilton , SS'
The undersigned having been duly sworn, up ~gh~oath says that the above information
is true and c°rrect as he °r she i~~d and be~~s'..-...~
October
22,
2004
SIGNATURE OF APPLICANT: ~/~:::::='~ ~.,¢/~ Print:
Subscribed and sworn to be e this 22nd day of October ,;~0 04 q~,~t?ilLi?tt!///.
.o~ryP,~hlic Ma? E h~'f;l~' "'TA" '\"'
My Commission Expires:, September 9, 2006 __ '~T Y · ~ ~ ~U...._.NJ,- )
********************************************************************** ~ ,, SEAL ,,
~- · · eeee
5.1.10 Application for Primary Plat, Two (2) copies or more if necessary, of the prim~s~?',F.l~t' e~(t ~x~
of the construction plans together with supporting documents shall be submitted to the Director ~6~.. OF
Current Planning with this application. These plans to be distributed to all Technical Advisory
Committee authorities by applicant.
FEE' Received by:
s:\plancomm\applictn.pc\primplat.apx
SUBDIVISION REGULATION WAIVER
REQUEST APPLICATION
(Submit two (2) copies)
Fee: $655.00 plus $72.50 for each additional waiver request
Dennis D. Olmstead
Contact Person: Stoeppelwerth & Associates, Inc. Telephone No. (317) 849-5935
Fax No. (317) 849-5942
Address: 9940 Allisonville Road, Fishers, Indiana 46038
PROJECT NAME: Kendall Wood
PROJECT ADDRESS: Northwest quadrant 121st Street and Shelborne Road
APPLICANT NAME: Steve Wilson - Steven A. Wilson, Inc.
ADDRESS: 937 Keystone Way, Carmel, Indiana 46032
TELEPHONE: (317) 846-2555
FAX: (317) 846-9594
Section (Section Number, Page, Item) of Subdivision Regulations for which variance is being
requested:
33.4.02 (e) Page 33-3
State explanation of why variance is being requested:
To allow buffer area adjacent to right-of-way to be reduced to a minimum of 25 feet.
State reasons supporting variance request:
A masonry and wroRht iron fence/wall and landscapin~ will be constructed alon~ the
developments perimeters which abut thoroughfares and consquently will not allow rear yards to be visible
from said thoroughfares. Also, these type of homes will be primarily masonry on ail sides.
~gnature of Property Owner
NOTE: THIS APPLICATION MUST BE SUBMITTED AT THE TIME OF THE PRIMARY
PLAT APPLICATION. VARIANCE REQUEST MUST BE INCLUDED WITH THE PUBLIC
NOTICE FOR THE PRIMARY PLAT.
APPLICATION FEE
LEGAL DESCRIPTION
A part of the Northeast Quarter of Section 31, Township 18 North, Range 3 East,
Hamilton County, Indiana, being more particularly described as follows:
Beginning at the Southeast comer of said Northeast Quarter; thence South 89 degrees
43 minutes 59 seconds West along the South line of said Northeast Quarter 874.50 feet;
thence North 00 degrees 05 minutes 12 seconds East parallel to the East line of said
Northeast Quarter 891.00 feet; thence Noah 89 degrees 43 minutes 59 seconds East
parallel to the South line of said Northeast Quarter 874.50 feet to the East line of said
Northeast Quarter; thence South 00 degrees 05 minutes 12 seconds West along said
East line 891.00 feet to the place of beginning, containing 17.887 acres, more or less,
subject to all legal highways, rights-of-ways, easements, and restrictions of record.
S:\48920~IegaI~PREL-PLAT.rtf
July 13, 2004
(R)(3DK (F)KRG
9.6 THE SUBDIVIDER
The following agreement shall be included as a submittal with the final plat application.
AGREEMENT
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 release of subdivision bonds, 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 requirements, 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 shoulders to a minimum of 6 feet width and construct proper side-ditches, or, provide
storm sewers and curbs. This will be the black top grade during construction of
subdivision. Then the county will come in and cut out 3 inches and put in 3 inch 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 for maintenance and operation, the
improved road facility upon completion of said improvements and completion of
annexation.
~__~LOPER Steven A. Wilson
DAT~ ' ~
· ,
./,
KENDAI.L wooD, CARMEL INDIANA'
~o
· - i
~A1,1~ WOOD
CARMEL, INDIANA
i
·
CONTRACTOR:
STEVE WILSON BUILDERS
ARCHITECTURAL COMMERCIAL RESIDENTIAL
734 East 169th Street, Westfield, IN. 46074
tel I317)896-1700 fax (317)896-1701 (888)776-9960
[--2'- 10"---]
i
i
KENDALL WOOD
D^~_~.~
01 DEC 2004
ISSUE FOR APPROVAL:
APPROVEDBY:
-1' 0'/- 7'4"
~-' L _] L2'-s"-J ---I
2'-0"
CONTRACTOR~
STEVE WILSON BUILDERS
ARCHITECTURAL COMMERCIAL RESIDENTIAL
734 East 169th Street, Westfield, IN. 46074
tel (317)896-1700 fax (317)896-1701 (888)776-9960
KENDALL WOOD
DATE: I,R£vls!
Ol DEC 2004
ISSb'~ FOK APPROVAL:
APPROVED BY:
~ov za u~ uo;uap znozana ~rzc~ uorp ~l'/~l~Ul p.4
CHEROKEE
/
October 12,' 1993
BRICK & TILE
COMPANY
WATERVILL_c RCA,D
P.O. 5OX 4,567
MACON. GE(D~GIA
'r'ELE. PHCNE 912 781.6SCO
TO WHOM IT MAY CONCEPJ~:
This is to certify thai: Cherokee Brick and Tile Company
product, 6" Norwegian face brick are manufactured so as to meet
AST7~ Desi.cnnation C-~q=5-92 for Grade aW, Type FBS facing brick.
Attached is a test report as performed by an indeDendant
testing laboratory on this particular brick.
CHEROKEE BRICK & TIT_.~_. COM3PANY
Ja~es V. Owen~
Ganeral )[anagar - Operations
Notary Public
Notary Public, 8ibb
Data
~.O ' dc
cc: M. McCulters
Enclosure
CLIENT:
Cherokee Brick & Tile
~ engine
RUN' #52.55.94
DATE: 10-1 ~- 94
TRADE I~A~: 6" Norwegian FIamilton
DATE RECEIVED: 9- 27- 94
SIZE: LEI~GTH 11-1/2" WIDTh: 5-1/2"
DEPT~: 2- 3/4"
CORED OR SOLID: Cored
W~IGHT: 9 5 lbs.
TEST RESULTS
C O~IPRES S I%q~ .AB S ORPTI ON AB S ORPTI Ot~
STRENGTH (PSI)__ 24h SATIIRATION, % 5h BOIL
1. 8,810 1. 7.1 1. 9,6
2. 9,010 2. 6.3 2. 8.7
3. 9,210 3. 7.1 3. 9.2
4. 8,660 4. 7.7 4. 10,0
5. 9,310 5. 6.6 5. 8.9
AVG. 9,000 AVG. 7.0 AVG. 9.3
.~BSORPTION (Initial Rate, ~m.)
SATURATION COEFFICi~t~T
1.. 15.7 ~. 0.746
2. 18.8 2. 0.723
3. I6.8 3. 0.771
4. 18.1 4. 0.766
5. 15.1 5. 0.739
AVG. 'I 6.9 AVG. 0.749
EFFLORESCE/~CE:
Not effloresced
CERTIFICATION
I hereby certify that the brick described above were tested in
accordance with American Society of Tmstin~ and Materials "Standard
Method of Sampling and Testing Brick (ASTM C 67-93a) ". The
specimens tested conformed to the following requirement for Grade
SW Type FBS, Standard Specification for Facing Brick, ASTM C 216-
92d.
PRESTON TESTING & ENG.
CO., INC.
J. ka~ Preston, P.E.
912-4 74-2,941
' 3243 VinevilleAvenue ' P.O. Box 7194 '
I
Macon, Georgia 31209
~erokee Brick & 'l'ite Uomparry
September 2, 1994
Page
Sample
?
$
T
Ib~TIAL RATE OF ABSO~TION (SUCTION)
Length (in)
11.469
11.43 B
· 1!375
1 t.43B
I !.438
Width On)
2.698
2.681t
2.688
2.688
2.688
Ov~ Dry Wdght
42 ! [.7
4210.8
4212.7
4209,1
4226.3
Wet Weight
4233.2
4230.6
4233.9
4231.7
4249
Initial Rata of Absorption
in I min.
20.9
19.8
2!.2
22.6
23.5
ASTM C 2 t 6-92d requires that this test be performed in accordance witlx ASTM C 67 so that the
results may be fi.tmished at the request of the specifier or purchaser.
The subject brick was tested 'for efflorescence and did not effioresce. ASTM C 216-92d requires
that the bricks do not effloresce.
Law Engineeriag is pleased to have been able to provide the testing services for Cherokee Brick
& Tile Company. If thre are any questions about this report, or ff' we may help you in any way,
please call 873-4761.
Sincerely,
LAW ENGINEERING, ZNC.
Materials Engineer
lab\j ew\06 8070
nov uo;uo~ zn~z~na Drzc~ borp ~ /~~ut p. w
Cherokee Brick & Tile Company
September 2, I994
Page 2
ASTM C 216-92d requires that the average compressive strength be' equal to or exceed 3000 psi
and 'that each brick tested have a minirn~ compressive strength of 2500 psi to be catag6rized
as Grade SW.
MODULUS OF RUPTURE (FLEXURE TEST)
5.275 2.688 2635
5.43a 2.698 2385
5.375 2.688 2527
5.375 2.6gg 2893
E 5.438 2.6g8 2910
ASTM C 216-92d has no requirement £or fie×ufa] strength testing.
performed in accordance with ASTM C 67 at your request.
Sample
A
C
D
ABSORPTION
L
6.67
7.08
6.5t
6.44
6.06
Absorption
5 -Hour
(%)
9.65
]0.04
9,10
8.g9
8.86
Modulus of R, upturc
~06g.6
956.0
1024.8
I173.3
1166.5
However, testing was
Saturation
Co,.ffici~t
0,69I
0.705
0.7t5
0.717
0.724
·
24 hour mambersion - Absorption of the lot is 6.55% 5 hour boil- Absorption of the lot is 9.33%
ASTM C 216-92d requires that the average water abmorption after the 5-hour boil not exceed
17.0% and that the absorption of no individual brick tested may exceed 20.0% in order to be
categorized as Grade SW.
ENGINEERING AND EN'VIROI'IME~ZTAL SERVlC;E$
September 2, 1994
Mr. Jim Owens
Cherokee Brick & Tile Company
Watervitle Road
P.O. Box 4567
Macon, Georgia 31213
Subject:
Testing of St. Croix 6" Norwegian Brick for
Compliance with ASTM C 216-92d
Law Engineering Job No. 5820680701
Dear Mr. Owens:
Law Engineering has completed the testing of the St. Croix 6" Norwegian brick provided by
Cherokee Brick & Tile Company for compliance with ASTM C 216-92d, "Standard Specification
for Facing Brick (Solid Masonry Units Made from Clay or Shale)". This report.'.~'.-p:.resents the
results of the test performed with your authorization and compares these resul~ with the
applkable requirements of ASTM C 216-92d.
SUMMARY
The test results indicate that the submitted brick comply with the applicable requirements of
ASTM C 216-92d for classification as Grade SW brick. We note that freeze-thaw testing was
not performed, as directed by you.
TEST PROCEDURE
The brick submitted by Cherokee Brick & Tile Company was tested in accordance with
applicable procedures defined in ASTM C 67-9[, "Standard Test Methods of Sampling and
Testing Brick and Structural Clay Tile", as requLred by ASTM C 216.
TEST RESULTS
Sn~plc
G
H
1
COMPRESSIVE STRENGTH
Average
G~$ Area
30.95
30.97
30.95
30.95
30.9?
Load Obi')
32~,040
310,~60
371.720
300,380
320,940
LAW E/qG~~IHG, INC.
395 PLASTET~ AYETIU~ N..E, , A'TL.,~tTA, ~ '30324
[40~.) e73-~'t61 , FAX (404,T 881-050a
Strength (psi)
10,5[~0
10,040
12,010
9,71t)
10,360
Hov O3:OSp Indiana Brick Corp 3178961601 p.6
The 6" brick "shell" of the home acts as both the
exterior finish and the structural frame, greatly
reducin§ the need for framing carpenters on the
job site. Construction of the loadbearin~ 6"
brick wall is fast and easy, alIowin§ the mason to
work from the interior floor slab. After
bricklayin§ is completed, pressure treated
furring strips (lx2 or 2x2) are attached to the
interior face to create an air space for draina§e,
as well as to give convenient locations to attach
insulation and the interior finish (typically
drywall). Insulation can vary in style, but is
most common¥ d§id board insulation attached
at the interior side of the furring strips.
11VW'
Total area of cores is typicall9 <25% of brick area,
thereby satisfying CABO requirements for use of
solid masonry in exterior wails.
........ Typical, 6" Norwegian Unit
Table 1 - Material Requirements~
per 100 sq. ft. per 1000 units
Unit Designation Actual Dimension Nominal " ·
t x h x l Joint Thickness Brick Mortar Brick Mortar
{units) (cu. ft.) (units) (cu. fl.)
,, ,
,
6" Norwegian 5Ve x 23~ x llVa ~ inch 375 8.I 266.7 21.6
1. Material quantities are theoretical, based on the unit and joint dimension shown. Brick quantities
should be increased by 5% to accommodate waste and breakage. Mortar quantifies should be
increased by a factor of 2 to 2.5 to account for waste and actual consumption, based on field
experience. Selection of mortar type is determined by design requirements. It is recommended to
use the lowest compressive strength mortar which satisfies these requirements.
Furring Strips-
6" Bribk