HomeMy WebLinkAbout07030210 Site Plan
Item
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CITY OF CARMEL
PERMIT RECEIPT
~J XJ~RATOR:
lVCOPY # :
,
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vdo1an
1 I
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I
Sec:29 Twp:18 Rng:03 Sub:ABB Blk: Lot:1
PARCEL ID ........: ZABB1
DATE ISSUED.......: 04/06/2007
RECEIPT #.........: 24711
REFERENCE ID # .... 07030210
SITE ADDRESS. ..... 3263 TANTARA BND
SUBDIVISION... ...: ABERDEEN BEND
CITY .............: CARMEL
IMPACT AREA ......:
OWNER...... ......: SILVERTHORNE HOMES, LLC
ADDRESS..........: 6666 E. 75TH ST., #400
CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46250
RECEIVED FROM ....: SILVERTHORN HOMES
CONTRACTOR .......: ATTN: NATE WARD LIC # SILVHOM
COMPANY ..........: SILVERTHORNE HOMES
ADDRESS ..........: 6666 E 75TH ST #400
CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46250
TELEPHONE ......... (317) 806-2190
I
FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW BAL
---------- ------------- ---------- ---------- ---------- ---------- ----------
IRESELEMTR FLAT RATE 1. 00 55.50 0.00 55.50 0.00
IRESFINAL FLAT RATE 1. 00 55.50 0.00 55.50 0.00
IRESFTSLB FLAT RATE 1. 00 55.50 0.00 55.50 0.00
IRESFTSLB+ FLAT RATE 1. 00 55.50 0.00 55.50 e.OO
IRESROUGH FLAT RATE 1. 00 55.50 0.00 55.50 0.00
PRIF FLAT RATE 1. 00 1261.00 0.00 1261.00 '0.00
RESC/O FLAT RATE 1. 00 53.50 0.00 53.50 '0.00
RESSINGLE SQUARE FEET 6,439.00 1032.90 0.00 1032.90 0.00
---------- ---------- ---------- - - - - - -1- - --
TOTAL PERMIT : 2624.90 0.00 2624.90 0.00
METHOD OF PAYMENT
AMOUNT
NUMBER
CHECK
TOTAL RECEIPT :
2624.90
0004831
2624.90
CITY OF CARMEL / CLAY TOWNSHIP
IMPROVEMENT LOCA nON PERMIT APPLICA nON
For: Residential New Structures, Additions, Remodels, & Accessory Buildings
Permit #: 07030210
Date: 04/06/2007
PARCEL ID #: ZABB1
LOT & SUBDIVISION: 1 ABERDEEN BEND
ADDRESS OF CONSTRUCTION: 3263 TANTARA BND
Township?: 18 Zoning: S1/ESTATE
PROPERTY OWNER INFORMATION:
Name: SILVERTHORNE HOMES, LLC
Ph. #: 3178421875 Fax #:
Street Address: 6666 E. 75TH ST.. #400
\
,
CARMEL. IN 46032
Flood Zone: N
Lot Split: N
3178428268
INDIANAPOLIS, IN 46250
CONTRACTOR INFORMATION:
Name: SILVERTHORNE HOMES
Ph. #: (317) 806-2190 Fax #: (317) 806-2191 Email: NWARD@SILVERTHORNEHOMES.COM
Street Address: 6666 E 75TH ST #400 INDIANAPOLIS, IN 46250
Plumber's Name: JTB CONTRACTORS, INC
Codes for Project: IRC
PERMIT TYPE: RESSINGLE
Water Service by: CARMEL
Sewer Service by: CTRWD
Foundation Type: BSMT
Manufactured Trusses: Y
Porch: Y
Square Footage: 6439
Model Home:
RESIDENTIAL SINGLE FAMILY DWEL
County Well Permit #:
County Septic Permit #:
Estimated Cost of Construction: $170000
Sump Pump: Y
Deck:
Early Release ILP: N
Special Notes/Conditions:
LOT 1 ABERDEN BEND, SINGLE FAMILY HOME
CONDITIONAL RELEASE: BRICK WEEPS TO BE INSTALLED
BY FINAL, NOT MARKED ON WALL-SECTION
. NO NOTES'
This pennit is valid only if construction commences within one (I) year of the elate of issuance of the State Commercial Design Rde~<;e. All construction
must be completed (C/O issued) within two (2) years of the issuance date.
I, the undersigned, agree that any construction, reconstruction, enhlrgemcnt, relocation, or alteration of 11 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 - 1993~
(Z~289) and amendments, adopted under authority of LC 36~7 et seq, General Assembly of the State of Indiana, and all Acts amendatory thereto. I further certify
that only kitchen, bath, and Ooor drains are connected to the sanitary sewer. I further certify that the construction will not be used or occupied until a
Certificate of Occupancy has been issued by the Department of Community Services, Cllrmel, Indillna.
APPLICANT NAME: JOCELYN
FEES:
RES ELECTRICAUMETERB.
RES FINAL 55.50
RES FOOTING & UNDRSLB
2ND REQ'D FOOT/UNDSLAB
RES ROUGH-IN
PARK & REC. IMPACT FEE
RESIDENTIAL C/O
SINGLE FAMILY DWELLING
ZELLERS
55.50
55.50
55.50
55.50
1261.00
53.50
1032.90
Item
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CITY OF CARMEL
PERMIT RECEIPT
OPERATOR:
COPY #
plux
1r
Sec:29 Twp:18 Rng:03 Sub:ABB Blk: Lot:1
PARCEL ID ........: ZABB1
DATE ISSUED.......:
RECEIPT #.........:
REFERENCE ID # ....
SITE ADDRESS ......
SUBDIVISION ......:
CITY. . . . . . .......:
IMPACT AREA ......:
OWNER ............:
ADDRESS ..........:
CITY/STATE/ZIP ...:
RECEIVED FROM ....:
CONTRACTOR....... :
COMPANY ..........:
ADDRESS ..........:
CITY/STATE/ZIP ...:
TELEPHONE .........
FEE ID UNIT QUANTITY
USFWATCONN FLAT RATE
TOTAL PERMIT :
METHOD OF PAYMENT
AMOUNT
CHECK
TOTAL RECEIPT :
1310.00
------------
------------
1310.00
03/30/2007
24635
07030209
3263 TANTARA BND
ABERDEEN BEND
CARMEL
SILVERTHORNE HOMES, LLC
6666 E. 75TH ST., #400
INDIANAPOLIS, IN 46250
SILVERTHORNE HOMES L
LIC # XWILWAT
WILSON WATER & SEWER
3015 S CHASE ST
INDIANAPOLIS, IN 46217
(317) 788-6247
1. 00
AMOUNT PD-TO-DT THIS REC NEW BAL
---------- ---------- ---------- ----------
1310. 00 O. 00 1310. 00 0.00
---------- ---------- ---------- ----------
1310. 00 0 00 1310. 00 O. 00
NUMBER
0004830
CITY OF CARMEL / CLAY TOWNSHIP
WATER / SEWER PERMIT / RECEIPT
Permit #: 07030209
Date: 03/30/2007
PARCEL 10 #: ZABB1
LOT & SUBDIVISION: 1 ABERDEEN BEND
ADDRESS OF CONSTRUCTION: 3263 TANTARA BND CARMEL, IN 46032
PAYMENT RECEIVED FROM:
Name: SILVERTHORNE HOMES L
CHECK #: 0004830
EXCAVATOR INFORMATION:
Name: WILSON WATER & SEWER
Ph. #: (317) 788-6247 Fax #: Email:
Street Address: 3015 S CHASE ST INDIANAPOLIS, IN 46217
Bond Expiration:
PERMIT TYPE: USEWRWATR
SEWER/WATER PERMIT
Special Notes/Conditions:
LOT 1 ABERDEEN BEND, SEWER/WATER
. NO NOTES'
The building & Sewer Shall be pve sewer pipe meeting ASTM specifications 3034 SDR 35 of latest revision; or vitrified clay pipe, meeting I
ASTM specifications C~700 for extra strength clay pipe oflatcst revision unless other materials are hereby permitted in writing. The sewer
shall be installed in accordance with ASTM 2321 for pve pipe and the Uniform Plumbing Code for the State of Indiana. AI] installations shall be
in strict compliance with pertinent City ofCarmcl ordinances. Back Water check valves shall be installed in accordance with City Code Section
9-122(a), and sections P3008.1 and .2 of the International Residential Code. All building sewers shall be 6" diameter.
All installations shall be "ooen trench" insoected and aooroved bv the Carmel Sewer Deoartment before any backfillinl! is done. Non-
compliance may result in digging up the sewer installation and/or denial of future sewer permits and/or denial of water connections.
No footing or foundation drains or other sources of ground water or storm water shall be permitted to enter the public sewer.
Sewer insoections should be reauested at (317) 571-2648 onc to four hours in advance.
No inspections or installations will be made on Saturday or Sunday or holidays unless arrangements are made at least 24 hours in advance. All
plumbers or contractors installing sewer (or water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. Ifany street
must he Cllt. a senarate street ellt ncrmit ."hall he ohtainco.
APPLICANT NAME: JOCELYN
ZELLERS
PAYMENT RECEIVED BY;
FEES;
$1,310.00
':pQl'rn ~
Regional Waste District
SF Residential
884032007
SANITARY SEWER PERMIT
INDIVIDUAL LOT / EXISTING BUILDINGS
. Permit Type Final
Lift Station 23 126th Street Station
Treatment Plant MIX
Subdivision Aberdeen Bend
Builder Silverthorne Homes
1
Lot Number 1
Address Number 3263
Street Tantara Bend
City Carmel
Zip Code 46032
County Hamilton
Interceptor Fee
EDU Fee
Application Fee
Fees Due
Invoice Number
$1,650.00
$100.00
..----..,.
$1,750.00
Parcel Acreage
Employees
Square Footage
PLEASE NOTE: Installation of building sewer shall be per the specifications of the Clay Township Regional Waste
District (see reverse) and any conditions noted below. All installations shall be inspected by District personnel during
"open trench" phase and before backfilling with stone to twelve inches above the pipe. NO footing or foundation drains,
or other sources of ground or stormwater, shall be permitted to enter the District's sanitary sewer system. The District
will assume no liability for drains which are below the grade level of the nearest downstream manhole nor for laterals
which are extended beneath driveways or sidewalks. The permit holder (property owner, developer or builder) will be
responsible for damages to the District's sewer system. This includes damages to manholes, castings, manhole lids
and the like; caused by construction activity on the building site which is the subject of this permit.
Inspections by the District are MANDATORY and shall be arranged by contacting the District's office at 844-9200
24 hours in advance. All new construction will be placed on billing six months after connection has been made or when
water is connected, whichever comes first.
Up ABB-l02 ABB-l0l Down
The building has a: Grease Trap No .Slab Foundation No Lid Elevation 917.00 ft 913.6 ft
Grit Interceptor No Crawl Space No First Floor Elevation 915.90 ft 915.90 ft
Grinder Station No Basement Yes Basement Elevation 905.90 ft 905.90 ft
Calculation ;s based on both Manhole Lid Elevations Bnd the elevation of the First Floor r----.::1:"1o.I-~30-1
Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Plumbed with Grinder Pump
Installed
(Ij(.: The District reserves the right to inspect all sump pump connections to ensure no illegal connections have been made.
~ Manholes shall remain accessible at all times. Buried manholes will be corrected by the Developer/Owner.
Conditional Permit Terms:
'Plans Submitted No
No Connection No
Certificate of Insurance No
Inspection Notice No
Fees Paid No
Plan Review No
Two sets of plans showing at least one sanitary manhole and top of casting elevation
NO CONNECTION 10 the sewer until further notification.
Certificate of Insurance must be on file with CTRWD listed as certificate holder.
,
48 hours notice before work starts on manhole core drilling or cuts of active lines
All District fees will be paid in full.
Approval pending Districts review of plans.
Other Penmits No Copies of approved permits from appropriate county or city agencies
No Occupancy No No occupancy until further notification '" \\IDI1~.4 '1(".,
. .. (j;.h'1~.-,,,, ~
FalS, Oils & Grease--No - Fiifs~ 'Oils 'aria Grease F,;cilitieswillaoide byDistnct sta~ )'~s-f- .. .:r~
Manhole Core j:} C.~#IIt. ~
~ . '"l' c::
::; 'Irt1r, ~
~ 'Pi'-<
~~#
-;,:0
1'Cr.>1
By signing below, I attest that I am fa~rar with the D~ct..S spec'cati~ns and agree to accept responsibility for all war
Builder I Owner Signature {JtY"'fIt'}'~{Klkq/J Phone Number
Printed Name Ci JL/-%VlLSlJA''-'
-~
Approved By __'_
CCly-J:Feltner, Director of Administration & Customer Service
W
ne under this permit.
:/~g/()7
Permit Date ~612tJ07'"
Revised 2/26/07
Permit is valid for ONE-YEAR from the date issued. Permit valid only with CTRWD seal in red ink.
Community Restrictions:
Side Yard = N/A
Rear Yard = 25'
Aggregate = 30'
Zoning = 51
Silverthame Ham..
Pad Grade = 914.4 per plan
Pad Grade + 1.0' = Garage FIT (915.4)
Garage FIT + 0.5' = Residential FIT (915.9 )
Residential FIT - 10.0' = Basement FIT (905.9 )
Oriveway Slape = 2.77:
Note: The garage finished floor elevallan Is
2.1' above the curb at the drive, per plan.
Ground Caver Calculations:
Drive = l,365SF:!: h"'-.~ ~
Public Walk =439 SF:!: /~ ",,,.~
Private Walk =261 SF:!: .,?Y. '\ct<<lo~;'
Seeding = 3,548 SF:!: ~.1l- - ./ 'lY.
Sod = 5,744 SFi: ,to the rear of home. ~
.~
./
./
~~.
Schneider
Tho ScImeldor Corporatlon
8\101 OUI A_WI
lI!IlorlcrorlJlarNon
,."t1.""p"Iu., lDdiana 4621&-1037
317-828-7100
317-828-7200 r.II
This Plot Plan Prepared For: SDY8rthome Homes
Lot # 1 ,containing 14,135 S.F.:I:, in
Aberdeen Bend SubdMslon
Section, 1
INSlR. , 200500066134
Book , 3, Page , 739
HamDton County, Clay Township
3263 T ANT ARA BEND (SO' R/YI)
Cannel, IN 46032
Prepored Date: 03/12/07: By. KAG
ABB 102
TC=917.oo
PER PLAN
Nate:
This drawing is based on construction plans or record
drawings, and is not based upon a field survey. The
Schneider Corporation does not warrant the accuracy or
sufficiency of this information. Contractors should verify
existing conditions prIor to any construction. Ivly
discrepancy found on this drawing should be reported to The
Plat Plan Leqend Schneider Corporation immediately, failing to do so results
~ Proposed Grades in the contractors assumption of all liability.
000.0 Existing Grades Not.
__ 000.0-- Contour Grade The basement elewtlon, depicted hereon, hO$ been determined
* Apprax. Lateral Location end based on tho pod grod.. end/or contour> token ~." tho
- . - Sanitary Sewer Unes construction plona for this subdlvlslon. Unless stated, na
- II' - Storm Sewer Lines information about fluctuating water tables, aolI conditions, or soU
- \I - Water Service Lines t)pes has been pro'rided or stated on saId pl<r1s, This lot Is
- - - - - - - Sub-Surfoce Drain Lines located necr a body of water. Lot or BOll conditions moy require
. Manhole (Sanitary or storm) thot tho boo,,"ent floor ..vatlon b. hold 2 foot above, normol
. Beehive Inlet (Storm) pool .",tIon. Sit. invostigotion moy b. needed If wot'!' Is
l1li Curb Inlet (Storm) encountered during the excavation process or If other known
D End Section (Storm) water .",tlon or eon. condition. or> prosonllnvoatJqotion end
..&. Fire H)'tirant any remedial procedures Is at the dlsaetlon of the buU~er to
_ 0 0 0 _ 0 0 0 _ Flow Une of swole determine and take approprlcrte 8tep8 of action. If any ground
water Is encountered durtlg excowtlon the buBder Is encouraged
to c:cntact The Schnelder Corporation to discuss possible courses
of action.
~
SanwyIn(
LomIJcoj>e-
Glll.!lll
GeoJoc'
Nate: Sanitary Sewer
Tap of Casting Information
Upstream Manhole, TC= 917.00
Downstream Manhole, TC=913.67
per plan.
NOTE:
SUMP PUMP(S) TO BE PLACED
BY BUILDER AS NEEDED.
LOT # 1
VB07,0069903
D.to" of t)!llcal Ground
Water flow pattern b
indlvldud lots.
Note: The contractor is to maintain a
minimum dlstanc. of ten feet (10')
between the sanitary sewer and water
line laterals.
o
~
=li:55.=
o
Assumed North
Scale: 1" = 30'
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, ( 50303 ) i
;; ~ : ~
-~ \ STATE OF"" ~
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~(" ~ '..(,IvOJAt-\!:,.., t'\..~~
~7-m "'''''''''''t'\'-> ~
~4/!. SUR~ \.~~~
1iIII!I!IIIII1I1\11\\IIIII~
O:-lf11
This drawing is not intended to be represented as a retracement or
original boundary survey, a route survey, or a Surveyor Location Report.
FLOOO HAZARD STATEMENT
The accuracy of any flood hazard data shawn an this plat plan Is subject to
map scale uncertainty and to any ather uncertainty in locatlan or elevation an
the referenced flood insurance rate map. ALL of the within described land DOES
NOT UE within that special flood hazard zone A as sold land plots by scale an
community-panel # 180080 02D5f of the flood insurance rate maps for Carmel,
IN (maps dated Feb. 19, 2003).
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