HomeMy WebLinkAbout07050222 Receipts/Permits
Item
2 of
CITY OF CARMEL
2 PERMIT RECEIPT
OPERATOR:
COPY #
plux
1~
(
Sec:29 Twp:18 Rng:03 Sub:SED Blk: Lot:2
PARCEL ID ........: 1709290004002000
DATE ISSUED.......: 06/06/2007
RECEIPT #. ........: 25347
REFERENCE ID # ...: 07050222
SITE ADDRESS...... 13278 SEDGWICK LANE
SUBDIVISION......: SEDGWICK
CITY .............: WESTFIELD
IMPACT AREA.. ....:
OWNER ............: SILVERTHORNE HOMES
ADDRESS ..........: 6666 E. 75TH ST. #400
CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46250
RECEIVED FROM. ...: SILVERTHORNE 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
FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW BAL
---~~----- ------------- ---------- ---------- ---------- ---------- ----------
IRESELEMTR FLAT RATE 1. 00 57.50 0.00 57.50 0.00
IRESFINAL FLAT RATE 1. 00 57.50 0.00 57.50 0.00
IRESFTSLB FLAT RATE 1. 00 57.50 0.00 57.50 0.00
IRESFTSLB+ FLAT RATE 1. 00 57.50 0.00 57.50 0.00
IRESROUGH FLAT RATE 1. 00 57.50 0.00 57.50 0.00
PRIF FLAT RATE 1. 00 1261.00 0.00 1261.00 0.00
RESC/O FLAT RATE 1. 00 55.50 0.00 55.50 0.00
RESSINGLE SQUARE FEET 5,371.00 941.10 0.00 941.10 0.00
---------- ---------- ---------- ----------
TOTAL PERMIT : 2545.10 0.00 2545.10 0.00
METHOD OF PAYMENT
AMOUNT
NUMBER
CHECK
TOTAL RECEIPT :
2602.60
07050222
------------
----~-------
2602.60
CITY OF CARMEL / CLAY TOWNSHIP
IMPROVEMENT LOCA nON PERMIT APPLICATION
For: Residential Nw Strucrures, Additions, Remodels, & Accessory Buildings
Permit #: 07050222
Date: 06/06/2007
PARCEL 10 #: 1709290004002000
LOT & SUBDIVISION: 2 SEDGWICK
ADDRESS OF CONSTRUCTION: 13278 SEDGWICK LANE
Township?: 18 Zoning: S1
PROPERTY OWNER INFORMATION:
Name: SILVERTHORNE HOMES
Ph. #: 3178421875 Fax #:
Street Address: 6666 E. 75TH ST. #400
WESTFIELD. IN 46074
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: 5371
Model Home:
Special Notes/Conditions:
LOT 2 SEDGWICK. SINGLE FAMILY.
BASEMENT IS NOT A WALK OUT.
. NO NOTES'
RESIDENTIAL SINGLE FAMILY DWEL
County Well Permit #:
County Septic Permit #:
Estimated Cost of Construction: $205000
Sump Pump: Y
Deck:
Early Release ILP: N
This permit is valid only if construction commences within one (I) year of the date of issuance of the State Commercial Design Release. AU construction
must be completed (C/O issued) within two (2) years of the issuance date.
I, the undersigned, agree that any construction, reconstruction, enlargement, relocation, or alteration of a 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 r.C 36-7 et seq, General Assembly of the State of Indiana, and all Acts amendatory thereto. I further ~ertify
that only kitchen, bath, and floor drains are connected to the sanitary sewer I further certify that the construction will not be used or occupied until a ,
CernficateofOccupancyhas been issued by the Department of Community Services, Cannel, Indiana.
APPLICANT NAME: JOCELYN
FEES:
RES ELECTRICAUMETERB.
RES FINAL 57.50
RES FOOTING & UNDRSLB
2ND REQ'D FOOT/UNDSLAB
RES ROUGH-IN
PARK & REC. IMPACT FEE
RESIDENTIAL CIO
SINGLE FAMILY DWELLING
ZELLERS
57.50
57.50
57.50
57.50
1261.00
55.50
941.10
Item
1 of
1
CITY OF CARMEL
PERMIT RECEIPT
OPERATOR: Pllux()
COpy # dL-
~
See: Twp: Rng: Sub: Blk: Lot:
PARCEL ID ........:
DATE ISSUED.......: OS/29/2007
RECEIPT #.........: 25244
REFERENCE ID # ...: 07050221
SITE ADDRESS ......
SUBDIVISION ......:
CITY. .. . . . . . . . . . . :
IMPACT AREA ......:
OWNER........ ....: SILVERTHORNE HOMES
ADDRESS..... .....: 13278 SEDWICK LANE
CITY/STATE/ZIP ...: WESTFIELD, IN 46250
RECEIVED FROM ....: SILVERTHORNE 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
FEE ID UNIT QUANTITY
USFWATCONN FLAT RATE
TOTAL PERMIT :
METHOD OF PAYMENT
1. 00
AMOUNT PD-TO-DT THIS REC NEW BAL
---------- ---------- ---------- ----------
1310. 00 O. 00 1310. 00 0 .00
---------- ---------- ---------- ----------
1310 00 O. 00 1310. 00 O. 00
AMOUNT
NUMBER
CHECK
TOTAL RECEIPT :
1310.00
0005026
1310.00
crTY OF CARMEL / CLAY TOWNSHIP
WATER / SEWER PERMIT / RECEIPT
Permit #: 07050221
Date: OS/29/2007
PARCEL ID #:
LOT & SUBDIVISION:
ADDRESS OF CONSTRUCTION:
PAYMENT RECEIVED FROM:
Name: SILVERTHORNE HOMES
CHECK #: 0005026
EXCAVATOR INFORMATION:
Name: SILVERTHORNE HOMES
Ph. #: (317) 806-2190 Fax #: (317) 806-2191 Email: NWARD@SllVERTHORNEHOMES.COM
Street Address: 6666 E 75TH ST #400 INDIANAPOLIS, IN 46250
Bond Expiration:
PERMIT TYPE: USEWRWATR ; SEWERlWATER PERMIT
Special Notes/Conditions:
lOT 2 SEDWICK lANE, WATER PERMIT
. NO NOTES'
The building & Sewer Shall be pve sewer pipe meeting ASTM specifications 3034 SDR 35 of latest revision; or vitrified clay pipe, meeting
ASTM specifications C-700 for extra strength clay pipe of latest 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. All installations shall be
in strict compliance with pertinent City of Carmel 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 Internationa] Residentia] Code. All building sewers shall be 6" diameter.
All installations shall be "aDen trench" insoected and approved bv the Carmel Sewer Department before anv backfillinQ 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 inspections should be requested at (3 ]7) 571-2648 one 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 OFF1CE. If any street
mllst he cut. a senarate street cut nermit shall he ohtainerl.
APPLICANT NAME: JOCEl ~^,,^ZE~. llERS
PAYMENT RECEIVED BY: I' Gu.u ~_
FEES:
$1,310.00
'0
I
I
I
Regional.Waste District!
I
SANiTARY SEWER PERMIT I
INDIVIDUAL lOT / EXISTING.BUllDINGS
;;~I
SF Residentiai
609462007
Permit Type Final
Lift Station 23 126th Street Station
Treatment Plant MIX
Subdivision Sedgwick
Section Nimih'er
Builder Silverthorne Homes
Parcel Acreage
Employees
Square Footage
lot Number '2
Address Number 13278
Street Sedgwick Ln
City Westfield
ZipCode 46074
County Hamilton
Plan Review and Inspection
Application Fee
EDU Fee
Interceptor Fee
Fees Due
!.
$100.00
.$1',650:00
Invoice Number
$1,750.00
PLEASE NOTE:. Installation of building.sewer.shall be penthe specifications of the Clay Township,Regional Waste
District (see reverse) and any conditions noted below. AI/installations shall be inspected by District person~el during
"open trench" pha~e and before backfilling with stone to twelve inches above.the pipe. NO footing.or foun~ation drains;
or other sources of ground or stormwater; shall be permitted to enter the District's sanitary sewer system. TheDistrict
will assume no liability for drains which are 'below the. grade level of the nearest downstream manhole nor for latE!rais
which ar.e extended beneath driveways or sidewalks, The permit holder (property owner, developer or builder) wi!1 be
responsibie.for damages to the D[strict's sewer' system. This includes damages to manholes, castings, manhole lids
and the like; cau,sed by construction. activity on the building site which is the subject of this permit I
. I
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 01 when
water is connected, whichever comes iirst .
Up SGW-IO SBP-701 Down
The building has a: Grease Trap No Slab Foundation No Lid. Elevation 913.1S ft 910 ft
Grit Interceptor No Crawl Space No First Floor Elevation 91S:00'ft 91S.00'ft
1
Grinder'Station No Basement Yes Basement Elevation 90S. SO It 90S.S0,ft
Calculalion.is based on both Manhole Lid EJevation~ ,arid the elevation of the First Flo~r r--'-1""'1j5r~-:OQ]
Per Ordinance 9.13.99 and the eIHvationspr~vided, the substructure. shall be plumbed by' xPlumbed with Grinder pumb
Installed
~he Districtreserves the right to inspect all sump pump connections to'ensure no illegal connections have been made.
~.. . anholes shall remain accessible at all times. Buried manholes' will be corrected.by the Developer/Owner.
Conditional Permit Terms:
Plans Submitted No
.No Car,.nectiofl. No
Certificate of Insurance No
lnspectio~ Notice No
Fees Paid No
Plan Review No
Other. Permits No
,
No Occupancy No
Fats, Oils & Grease No
Manhole Core
Two sets of plans showing aUeast one. sanitary manhole and '.lop of castin9 elevation
NO CONNECTION!o the.sewer until further notificatiori.
Certificate of Insurance must be on file with CTRWD listed as certificate holder.
4Bhours ~oticebefore work starts on manhole core drilling or cuts'of.active,lines
Fats, Oils arid Grease Facilities will abide by Distrid standards
C\~~\)
'<': ".
". I t:;-
011 ,:~'"
1/1SHIP REG\G'i>-~
All District fees will be paid'in full.
\>-" \\/>.MllTO,,",
'iI''"' Co
Approval pending' Districts review of plans. ~~~,.>
. . .~ ~
Copies of approved'permits from appropriate cOLlnty or city agenci~sc;
- ~
>-
'"
"
No occupa[1cy until furthe'f notification
Bui'lder / Owner Signature
Printed Name
,Revised'4126/07
Approved Bk._ Permit Date S/29/2007
Candy tree .fjF"A11ministreJi..~..~tomer ~ervjee
Permit is valid for ONEiYEAR from the date issued. Permit v81iaon!ycwitl+GTRVVO seatin red ink.
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Tbe ScJme!der CorporaUon
8901 0tiJ Annue
_fart_
lnill",u'p"ll~, Ind1aDa 68216-1037
817-826-7100
S17-aza-7200 fAX
~
~
lond>oape -
GIll.!lll
Geo1ogy
Plot Plan Legend
I]QQ]] Proposed Grades
000.0 Existing Grades
_ 000.0- Contour Grade
* Approx. Lateral Location
- . - Sanitary Sewer Unes
-" - Stann Sewer Lines
- ." - Water Service Unes
- - - - - - - Sub- Surface Drain Unes
. Manhole (Sanitary or Stann)
. . Beehive Inlet (Stann)
l1li Curb Inlet (Stann)
D End Section (Storm)
A Fire Hydrant
_ 0 0 0 _ 0 0 0 - Flow Une of swale
This Plot Plan Prepared For.
Snverthome Homes
{L2!r#:2.:Containing 21,390 S.F.i, in
. iSedgwiclc'
Instrument * 200200085887
P.C. * 3, ~lde * 87
Section 29, Township 18N, Range 3E
Hamilton County, Cloy Township
~278:~G\\\C1CLANE:(VAR R/W)
G: . ~tfiel_drdN';:;:4S07.C7
Prepared Date: 05/16/07 By. .K.AG
Community Restrictions:
Side Yard = 10'
Rear Yard = 20'
Aggregate = 3D'
Zoning = S1
Siiverthome Homes
Pad Grade = 914.0 per plan
Pod Grade + 1.0' = Gcrage FFE (915.0)
Garage FFE + 0.5' = ,Resldentlai"FFE=(915I)J Note: The contractor is to maintain a
Residential FFE - 10.0' (ii"Ba:s~7FFE"(~95'5-)::::Jminlmum distance of ten feet (10')
Driveway Slope = 3.0'; between the sanitary sewer and water
line laterals.
Note : The garage finished floor elevation is
2.6' above the curb at the drive, per plan.
Ground Cover Calculations:
Drive = 1,482SFi
Public Walk = 540 SF i
Private Walk =218 SFi
Seeding = 8,249 SFi
Sod = 8,714 SFi ,to the rear of home.
Note: Sanitary Sewer
Top of Casting Infonnatlon
Upstream Manhole, TC=913.15
Downstream Manhole, TC= 910.00
per record drawing.
91 .5
178.20
5.5'
CD
~
O'i
00
I
I
I ~
I
I
1--------------------- ---------,
I :
I (ij
I ~
I 10.00
I
I
25.0' ~ ~
~t!/
~~
61.5'
~~~
~i!!1l!
g;
-:.;-
00
o
n
w
c:i
b
...,
49.61
JO.5'
910.3
178.59'
~
TYPICAL SWALE SECTION
NOTE: iN THE RESiDENTIAL OISTIRICTS liMITING HEIGHT
TO TWENTY-FIVE (25) FEET, A OWEWNG MAY BE
iNCREASED IN HEIGHT TO THIRTY-FIVE (35) FEET
PRO>1DED THE ~OE AND REAR YARDS ARE
INCREASED AN ADDITIONAL FOOT FOR EACH FOOT
SUCH STIRUCTURE EXCEEDS TWENTY-FIVE (25) FEET IN
HEIGHT. PER CARMEL ZONING ORDINANCE 26.1.1.
This drawing is not intended to be represented as a retrocement or
original boundary survey, a route survey, or a Surveyor Location Report.
Note:
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 infonnatlon.
Contractors should verify existing conditions prior to any
construction. Any discrepancy found on this drawing should be
reported to The Schneider Corporation immediately, failing to do
so results in the contractors assumption of all liability.
Note:
The basement e1e~t1on, depicted hereon, has been determined and based on
the pad grades and/or contours token from the CQ'Istructlon ~ans for this
subdl.,;slon. Unless atated, no information about fluctuating water tables. sol
conditions, or soli t)pes has been provided ()( atated on sold plans. This lot
Is located near a body of water. Lot or son conditions may require that the
basement floor elevation be held 2 foot above normal pool elevation. Site
In\lll8tigatlon may be needed If water Is encountered during the excavation
process or If oths- known water elevation or soBs condlUons ore present
lnYestlgatlon and any remodlal proc::odtns Is at the discretion of the bYBder
to determine and take appropriate steps of action. If any ground water Is
encountered during 8)(cowtlon.the - bundS' Is encouroged- to- contact, The_
Schneider C<<poratlon to discuss possible courses of oct/on.
NOTE:
SUMP PUMP(S) TO BE PLACED
BY BUILDER AS NEEDED.
LOT# 2
VBo'7.o07401O
o
~
=~=
o
Assumed North
Scale: I" = 30'
I
JO.S
120'
I
41.0'
51.0' I 'I
I '/'8
)pl~
6.00'!l1 ~. : w ~
<'~~ . I~. vj I ~ I,
"-,o{;>.,,,~_ ~ cri 1.:0
~ I.a
I ~:; I
I I"
I I
I
I
23.00'
;1
1.
~I
I
l')n'
OetaO of t)!llcol Ground
Water flow pattern for
IndMdud lots.
~
=W=
- ---
Note: Builder to ensure
positive drainage away from
strutur.(s).
JO.a'
B-B
1
.... ~\ \
gs
11"-
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i :::.::::
u
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5.0' w
ER P\.AH C)
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c.n
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18.0'
B-B
. ;::0,.
~ "':!!!;."""" [FrOOD HAZARD STATEMENT
\ibI71'""'~"'F CERTlFlCATlON
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W;PER'REcaID~. ~\~ C. l /l ~/,I~
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"-"-lf11
REVISION #1
MOVED NOOK PER FAX
V807.0074117
05/18/07 - KAG
flOOD HAZARD STATEMENT
The accuracy of any flood hazard data shown on this plot plan is subject to map scale
uncertainty and to any other uncertainty in location or elevation on the referenced flood
insurance rate map. ALL of the within described land DOES NOT liE within that special flood
hazard zone A a. said lond plots by scale on community-panel * 180080 0205F of the
flood insurance rate maps for Fishers. IN (map. dated Feb. 19, 2003).