HomeMy WebLinkAbout07060060 Receipts/Permits
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CITY OF CARMEL / CLAY TOWNSHIP
IMPROVEMENT LOCATION PERMIT APPLICATION
For: Residential Ncv.' StmCfures, Additions, Rcmodcl.~, & Accessory Buildings
Permit #: 07060060
Date: 06/19/2007
PARCEL 10 #: ZTAG901
LOT & SUBDIVISION: 901 TOWNHOMES AT GUILFORD
ADDRESS OF CONSTRUCTION: 806 IVY LN CARMEL, IN 46032
Township?: 18 Zoning: PUD Flood Zone: N
PROPERTY OWNER INFORMATION:
Name: PUL TE HOMES
Ph. #: 3175752350 Fax #: 3175758950
Street Address: 11590 MERIDIAN ST N #530 CARMEL, IN 46032
CONTRACTOR INFORMATION:
Name: PUL TE HOMES OF INDIANA
Ph. #: (317) 575-2350 Fax #: (317) 575-2314 Email: JANICE.STEVANOVIC@PULTE.COM
Street Address: 11590 N. MERIDIAN ST. #530 CARMEL, IN 46032
Lot Split: N
Plumber's Name: HAMM & SONS, INC
Codes for Project: I RC
PERMIT TYPE: RESTOWN
Water Service by: CARMEL
Sewer Service by: CTRWD
Foundation Type: SLAB
Manufactured Trusses: Y
Porch: N
Square Footage: 2856
Model Home:
RESiDENTIAL TOWNHOME
County Well Permit #:
County Septic Permit #:
Estimated Cost of Construction: $139000
Sump Pump: Y
Deck:
Early Release ILP: N
Special Notes/Conditions:
LOT 901 THE TOWNHOMES AT GUILFORD. PUL TE TOWNHOME
MODEL: WESTLEY. ST.#: 325539. CONST.TYPE: NONE.
OCCUP.CLASS: TOWNHOUSE. "MASTER FILE FOR BLDG IS
THIS PERMIT, FOR PLANS & STATE REL. SEE NOTE PAD.
CONDITIONAL RELEASE, PER HOHLT RE:
Please submit stamped truss drawings for
lots 901-904 prior to rough-in, or that
inspection will be held.
THIS PERMIT IS THE MASTER FOR THIS
PARTICULAR BUILDING; and holds the
master plans for the building and the
State release for this building.
State release # 325539 INFO NOTES:
Dated 5/17/07. Standard release for
ARCH, ELEC. FDN. MECH, PLUM, & STR.
Ten (10) conditions re:
1. For slab-an-grade floor, perimeter
insulation shall extend downward from
top of slab to top of inverted tee of
spread footing, per code.
2. Project has been reviewed under the
2005 Indiana Residential Code.
3. Design of townhouses shall be in
accordance with seismic provisions.
4. Exterior walls with a fire separation
distance less than 3 feet shall have not
less than a one-hour fire-resistive
rating with exposure from both sides.
5. Garages shall be separated from the
residence and its attic areas by a smoke
separation of not less than 1/2-inch
gypsum board applied to garage side.
Garages beneath habitable rooms shall be
separated from all habitable rooms above
by not less than 5/B-inch Type X gypsum
board or equivalent. The structure
supporting the separation shall also be
protected by not less than 1/2-inch
gypsum board or equivalent.
6. Area of garage floors used for
parking of automobiles or other vehicles
shall be sloped to facilitate the
movement of liquids to an approved drain
or toward the main vehicle entry doorway
7. Every sleeping room shall have at
least one openable window or exterior
door that meets the minimum area and
dimension requirements per code.
8. Townhouses shall be separated by
fire-resistance rated wall assembly.
9. Each individual townhouses shall be
structurally independent.
10. Townhouse common walls shall be
continuous from the foundation to the
underside of the roof sheathing, deck,
or slab, and shall extend the full
length of the common wall.
Master permit for all of project!
subdivision development is p.# 05070169.
Work pertaining to the site or
subdivision in general will be filed in
that file.
,
This pel1l1lt is valid only if construction conunences within one (1) year of the date of issuance of the State Commercial Design Release. All construction
must be completed (CIa issued) within two (2) years of the issuance date. :
I, the undersigned, agree that any construction, reconstruction, enlargement, relocation, Ql" alteration of a structure, or any change in the use of land or structu.res
requested by this application wj]j comply with, and conform to, all applicable la\vs of the State of Indiana, and the "Zoning Ordinance of Carmel Indiana - 1991"
(Z~289) and amendments, adopted under authority of J.c. 36-7 et seq, General Assembly of the State oflndiana, and all Acts amendatory thereto. I further certify
that only kitchen, bath, and 0001' drains are connected to the sanitary sewer. I further certify that the construction will not be used or occupied until a
Certjficate of Occup,"U1cyhas been issued by the Department of Community Services, Cannel, Indiana.
APPLICANT NAME: JOANNE
FEES:
RES ELECTRICAL/METERB.
RES FINAL 57.50
RES FOOTING & UNDRSLB
2ND REQ'D FOOT/UNDSLAB
RES ROUGH-IN
PARK & REC. IMPACT FEE
RESIDENTIAL C/O
SINGLE FAMILY DWELLING
SHEPHERD
57.50
57.50
57.50
57.50
1261.00
55.50
689.60
CITY OF CARMEL
Item
1 of
1
PERMIT RECEIPT
OPERATOR:
COPY #
elacey
1 ~V
Sec:36 Twp:18 Rng:03 Sub:TAG Blk:9 Lot:901
PARCEL ID ........: ZTAG901
DATE ISSUED.......: 06/19/2007
RECEIPT #.........: 25473
REFERENCE ID # .... 07060060
SITE ADDRESS...... 806 IVY LN
SUBDIVISION......: TOWNHOMES AT GUILFORD
CITY .............: CARMEL
IMPACT AREA ......:
OWNER............: PULTE HOMES
ADDRESS ..........: 11590 MERIDIAN ST N #530
CITY/STATE/ZIP ...: CARMEL, IN 46032
RECEIVED FROM....:
CONTRACTOR. ......:
COMPANY ..........:
ADDRESS ..........:
CITY/STATE/ZIP ...:
TELEPHONE .........
PULTE HOMES
LIC # PULTHOM
PULTE HOMES OF INDIANA
11590 N. MERIDIAN ST. #530
CARMEL, IN 46032
(317) 575-2350
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 2,856.00 689.60 0.00 689.60 0.00
---------- ---------- ---------- ----------
TOTAL PERMIT : 2293.60 0.00 2293.60 0.00
METHOD OF PAYMENT
AMOUNT
NUMBER
CHECK
TOTAL RECEIPT :
2293.60
0050512785
------------
------------
2293.60
CITY OF CARMEL / CLAY TOWNSHIP
WATER / SEWER PERMIT / RECEIPT
Permit #: 07060065
Date: 06/07/2007
PARCEL 10 #: ZTAG901
LOT & SUBDIVISION: 901 TOWNHOMES AT GUILFORD
ADDRESS OF CONSTRUCTION: 806 IVY LN CARMEL, IN 46032
PAYMENT RECEIVED FROM:
Name: PUL TE HOMES
CHECK#: 0050512177
EXCAVATOR INFORMATION:
Name: A-1 SUPERIOR EXCAVATING
Ph. #: (317) 898-0767 Fax #:
Street Address: 3143 ROSEWAY DR
Bond Expiration:
Email:
INDIANAPOLIS, IN 46226
PERMIT TYPE: USEWRWATR ; SEWERlWATER PERMIT
Special Notes/Conditions:
LOT 901 THE TOWNHOMES AT GUILFORD. WATER
CONNECTION PERMIT.
. NO NOTES'
The building & Sewer Shall be pve sewer pipe meeting ASTM specifications 3034 SDR 35 of latcst 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 International Residential Code. All building sewers shall be 6" diameter.
All installations shall be "ooen trench" inspected and approved bv the Carmel Sewer Department before anv backfillimr is done. Non-
compliance may result in digging up the sewer installation and/or denial of future sewer pennits 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 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 OFFICE. If any street
mu.c;t he cut a r;;enarate street cut nennit shall he ohtainerl.
APPLICANT NAME: JOANNE
PAYMENT RECEIVED BY:
FEES:
$1,310.00
Item
1 of
CITY OF CARMEL
4 PERMIT RECEIPT
Sec:36 Twp:18 Rng:03 Sub:TAG Blk:9 Lot:901
PARCEL ID . .......: ZTAG901
DATE ISSUED.......: 06/07/2007
RECEIPT #.........: 25361
REFERENCE ID # .... 07060065
SITE ADDRESS ...... 806 IVY LN
SUBDIVISION ......: TOWNHOMES AT GUILFORD
CITY .............: CARMEL
IMPACT AREA ... ...:
OWNER...... ......: PULTE HOMES
ADDRESS ..........: 11590 MERIDIAN ST N #530
CITY/STATE/ZIP...: CARMEL, IN 46032
RECEIVED FROM ....:
CONTRACTOR .......:
COMPANY.. ........:
ADDRESS ..........:
CITY/STATE/ZIP ...:
TELEPHONE .........
PULTE HOMES
LIC # XA-ISUP
A-I SUPERIOR EXCAVATING
3143 ROSEWAY DR
INDIANAPOLIS, IN 46226
(317) 898-0767
OPERATOR:
COPY #
slillard
~ '7tL
1310.00
0.00
FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW BAL
0.00
USFWATCONN FLAT RATE
TOTAL PERMIT :
1. 00
1310.00
0.00
1310.00
1310.00
0.00
I
I
I
I
SF Residential
921712007
Regional Waste District'
SANITARY SEWER PERMIT
INDIVIDUAL LOT I EXISTING BUILDINGS
Builder Pulte
3175752350
Lot Number'0901
Address Nu'mber 806
Street Ivy Ln
City' Carmel
Zip Code. '\,6032_
County Hamilton
Permit Type Final
Lift Station 01 Carmel'Creek Station
Treatment Plant Carmel VVWTP
Subdivision Townhomes. aLGuilford
.Section Number-
Parcel Acreage
Employees
Square Footage
Invoic.e Number
Plan Review and Inspection
Application Fee
EDU Fee
Interceptor Fee
Fees Due
$100.00
$1,650.00
$1,750.00
PLEASE NOTE: Installation of building sewer shall be per the specifications of the Clay Township Regional Waste
District (see.re\(erse) an.d any conditions n_oted below. All instaJlations 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 orstormwater, 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 downstreanj'marihole nor for laterals
which are extended' beneath driveways or sidewalks. The permitholder(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 th.e District are MANDATORY and shall be arranged by contacting the District's office.at'844c9200
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 THG~09 THG-4~8 Down
The buildir:g has a: Grease Trap No Slab Foundation Yes Lid Elevation 849.19ft 847.92 ft
Grit Interceptor No Crawl Space No First Floor Elevation 849.22 ft 849.22 ft
Grinder'Station No Basement No BasementElevation
Calculation is based on both Manhole Lid Elevations and the elevatiofJ of the First'Floor \w~-^M31---'1-~
I?er Ordinance 9-13-99.arid ihe elevations provided, the subsiruciure shall be plumbed by:, 1II0tApplicable
W The Districtreserves the rightto inspect all sump pump connections to ensure no.illegalconnections have been made.
_ . Manholes s_ht.'lILremain accessiJ?!e'at aJltiITI8S: Bu[ied manholes'will be corrected by the Developer/Owner.
Conditional Permit Terms:
I?lansSubmitted No
No Connection No
,Certificate of Insurance No
Inspection No~ice No
Fees I?aid No
Plan Review No
Other Permits No
No Occupancy No
Fats, Oils & Grease No
Manhole' Core
Two.sets of plans showing at least one sanitary manhole and top of casting elevation
NO CONNECTION to the sewer until further notification.
Certificate of Insurance must be on file with CTRWD iisted as certificate holder.
48 hours notice before work starts on manhole core drilling or cuts "~~~~i~~~A,,,/(;-o
All District fees wili be paid iniull ~~ .'1-'0
'<> '"
Approval pending Districts review of plans. . g CTrn'VD ~
Copies'of approved permits from appropriate cqunty or city age c!~s !i
. - S;
No occupancy until further notification :'lir~,o ~",,,,,,
Fats, Oils and Grease Facilities will abide by District standards l/t"liIONAL 'I'<~S
/-)
- " - ,/ /. -,' . .
By signing be. low, i attest th.atl am familiar with the D~~peCificalionsand agree 10 acceplresponsibilityfor all work done unaer thiS permit.
Builder I Owner Signature, . ~ 7A-.. . Phone Number
- , ?::
Printed Name ~''7?-LV-~
Approved
I .
::::.,
Permit Date,.,.&11I2007
Revised 4/26/fJ7
Candy J. Feltner, Director.of Administration & Customer SerVice
I?ermitis valia for ONE'YEARfrom the date issued. I?ermifvalid only with CTRWD'seal.in red ink:
,
~~
Scmeider
This Plot Plan Prepared For: Pulte Homes
T ownhomes at Gultord
Instrument # 200500080749
SEe 36, T1 BN, R3E
HamBton County, Oay Twp.
Cormel, IN 46032
Block 9
Prepared Oate: OS/29/2007 : By: AMA
The Schneider CorporaUon
8901 0Ua Avenue
Hidorlc fort. Harrison
Ind.iana.pollll. Indiana 46216-1037
317-826-7100
317-828-7200 FAX
Pulte Homes
Finished Floor Elevotion Information
PAD=848.22
FFE=849.22
PER RECORD DRA\\1NG
Note: The contractor is to
maintain (] mInimum
distance of ten feet (10')
between the sanitary
sewer and woter line
laterals.
Nole: Sonitary Sewer
Top of Costing Information
Upstream Manhole, Te= 849.19
Downstream Manhole, TC=B47.92
per record drawing
1~
r--
848.8
1.9' 24.15'
SLAB
\jIJ 1::;5ft...(;;'/
2391
1- FRM&MSY
d RESIOENCE
". .qO I
TWO CAR
GARAGE
23. 96'
r-r-
<0 <0
oN
".",
lD
lD
n
r--
~
-l
1. . 0
10. '
~1.9'
STR.H 409
TC=849.19
PER RECORD
ORA \\1NG
5' WALK
TC 846.32
PER RECORD
DRA\\1NG
TC=846.32 I
PER RECORD ~
24.0' ~~
B-B
Enginllllrlnf:
"""JInI
Landscape Archilecture
GIS .US
......"
Nole: I
This ,drawing is bosed on construction pions or record drawings, I
and IS not based upon a field survey. The Schneider Corporation,
does not warrant the accuracy or sufficiency of lhis information.
Controcto.rs should .verify existing conditions prior to any I
constructIon. Any dIscrepancy found on this drawing should be I
reported to. The Schneider Corporation immediately; foiling to do'
so results In the contractors assumption of 011 liability.
Plot Pion leqend
I 000.0 I Proposed Grades
000.0 Existing Grades
__000.0-- Contour Grode
* Approx. lateral location
- . - Sanitary Sewer lines
-IT - Storm Sewer lines
- 'W - Water Service lines
- - - - - - - ~Sub-Surface Drain lines
. Manhole (Sanilary or Storm)
. 8eehive Inlet (Storm)
II1II Curb Inlet (Storm)
D End Section (Storm)
A Fire Hydrant
- 000 _ 000 - Flow line of swale
- - 8ufldin9 Line (8L / 8Sl)
- - - - - - - Easement line
COMMON AREA "A"
DU&SE
POND 3
NP=841.60
100 YR =845.17
I 23.96
23.96'
SLAB
WE.STLfY
2391
FRM&MSY
1;; 1;; RESIDENCE
NO
.... ".
2~.96
10.5 I
23.96'
SLAB
1,/ Lf:1Z
2510
FRM&MSY
RESIDENCE
CfOJ-
TWO CAR
GARAGE
24.29'
POR 416'
~ \ DRiVE
'17.5 20.5'
I 23,96'
NOTE:
IN THE RESIDENTIAL DISTRICTS UMITlNG HEIGHT TO TWENTY-FiVE
(25) FEET, A DWELUNG MAY BE INCREASED IN HEIGHT TO
THIRTY-FIVE (35) FEET PROViDED THE SIDE AND REAR YAROS ARE
INCREASED AN ADDITIONAL FOOT FOR EACH FOOT SUCH STRUCTURE
EXCEEDS TWENTY-FIVE (25) FEET IN HEIGHT. PER CARMEL ZONiNG
ORDINANCE 26.1.1.
This drawing is not intended to be represented os 0 relracement or
original boundary survey, 0 roule survey, or a Surveyor localion Report.
10.5'
848.8
24.15'
SLAB
TYLE:/Z
2510
FRM&MSY
RESIDENCE '[0
N
qO"! ".
26.00
I
1--t-
<0 <0
~~
lD
lD
n
r--
903
TWO CAR
GARAGE
23.63'
* 16'\
DRIVE
~-:..,.
.96'
lD
lD
n
r--
POR
'"
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~
LOT H - ADDRESS
901 - 806 Ivy Lone
Yb07.0074477
902 - 812 Ivy Lone
Yb07.0074478
903 - 818 Ivy Lone
Yb07.0074479
904 - 826 Ivy Lone
Yb07.0074480
FLOOD HAZARD STATEMENT: The accuracy of any flood hazard doto shown on this report is subject to
map scale uncertainty and to any other uncertainty in location or elevation on the referenced flood
insurance rote map (FlRM). ALL of the within described lond DOES NOT LIE within that special flood hazard
zone A os said land plats by scale on flood insurance rate map I 18057C0209F for Hamilton County,
Indiana (map effective dale February 19, 2003).
BLOCK 9
u
~-
=.R1=
U
Assumed North
Scale : ,. = 20'
:i.
,.
b
4: 7 SLOPE: .;.
TYPICAL SWALE SECTION
....
cO
....
00
1.9' 0'>
n
N
20.1
f lD
0
26,00'
966'
J STR.n 408
Tc=847.92
PER RECORD
DRA\\1NG
VI
A
FLOOD HAZARD STATEMENT
CERTIFICATION
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