HomeMy WebLinkAbout04120042 Receipts/Permits
Item
1 of
7
CITY OF CARMEL
PERMIT RECEIPT
OPERATOR: lstewart
COPY # 1
See: Twp: Rng: Sub:STP Blk: Lot:267
PARCEL ID . .... ...: ZSTP267
DATE ISSUED.......: 12/27/2004
RECEIPT #.........: 17018
REFERENCE ID # .... 04120042
SITE ADDRESS ......
SUBDIVISION ......:
CITY .............:
IMPACT AREA ......:
OWNER ............:
ADDRESS ..........:
CITY/STATE/ZIP ...:
RECEIVED FROM. ...:
CONTRACTOR... ....:
COMPANy..... .....:
ADDRESS.......... :
CITY/STATE/ZIP ...:
TELEPHONE........ .
~
13424 GOLDEN GATE DR
STANFORD PARK
WESTFIELD
RYLAND HOMES
9025 N RIVER RD
INDIANAPOLIS, IN 46240
RYLAND HOMES
LIC # RYLHOME
RYLAND HOMES
9025 NORTH RIVER ROAD
INDIANAPOLIS, IN 46240
(317) 846-4200
FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW BAL
---------- ------------- ---------- ---------- ---------- ---------- ----------
IRESELEMTR FLAT RATE 1. 00 52.00 0.00 52.00 0.00
IRESFINAL FLAT RATE 1. 00 52.00 0.00 52.00 0.00
IRESFTSLB FLAT RATE 1. 00 52.00 0.00 52.00 0.00
IRESFTSLB+ FLAT RATE 1. 00 52.00 0.00 52.00 0.00
IRESROUGH FLAT RATE 1. 00 52.00 0.00 52.00 0.00
PRIF FLAT RATE 1. 00 527.00 0.00 527.00 :0.00
RESC/O FLAT RATE 1. 00 50.00 0.00 50.00 :0.00
RESSINGLE SQUARE FEET 2,588.00 622.80 0.00 622.80 .0.00
---------- ---------- ---------- ----------
TOTAL PERMIT : 1459.80 0.00 1459.80 io.OO
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CITY OF CARMEL / CLAY TOWNSHIP
IMPROVEMENT LOCATION PERMIT APPLICATION
For: Residential New Stnlcturc.~, Additions, Remodels, & Accessory Buildings
Permit #: 04120042
Date: 12/27/2004
PARCEL ID #: ZSTP267
LOT & SUBDIVISION: 267 STANFORD PARK
ADDRESS OF CONSTRUCTION: 13424 GOLDEN GATE DR WESTFIELD, IN 46074
Township?: Zoning: R4 Flood Zone: N Lot Split: N
PROPERTY OWNER INFORMATION:
Name: RYLAND HOMES
Ph, #: 3178464200 Fax #: 3178464224
Street Address: 9025 N RIVER RD INDIANAPOLIS, IN 46240
CONTRACTOR INFORMATION:
Name: RYLAND HOMES
Ph. #: (317) 846-4200 Fax #: (317)846-4224 Email: MENGLAND@RYLAND.COM
Street Address: 9025 NORTH RIVER ROAD INDIANAPOLIS, IN 46240
Plumber's Name: GRAY, EARL (& SONS)
Codes for Project: IRC
Sneci~1 Note</Conditions:
LOT 267 STANFORD PARK. TOWNHOME. MASTER PERMIT
FOR ALL TOWN HOME BLDG'S IN THIS SUBDIVISION & FOR
EARLY RELEASE OF THIS BLDG. STATE REL: 305154.
2001 IRC. MODEL: LEXINGTON C. SEE NOTEPAD... Arch, Elec, Mech, Plum,
8tr, Fdn.
FOUR CONDITIONS--see copy of release
with application. No construction type.
Occupancy Classification: TOWNHOUSE.
PERMIT TYPE: RESTOWN
RESIDENTIAL TOWNHOME
Water Service by: CARMEL
County Well Permit #:
Sewer Service by: CTRWD
County Septic Permit #:
Foundation Type: SLAB
Estimated Cost of Construction: $145000
Manufactured Trusses: Y
Sump Pump: N
Porch: N
Deck:
Square Footage: 2588
Early Release ILP: Y
Model Home:
This permit is valid only if constructiun cummences within one (1) year of the date of issuance of the State Commercial Design Release. All 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 Ll\vS of the State of Indiana, and the ~Zoning Ordinance of Carmel Indiana ~ I993~
(Z- 289) and amendments, adopted under authority of I.C 36-7 et seq, Geneml Assembly of the State of Indiana, and all Acts amendatory thereto. I further certify
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
Certificate ofOccupal1cyhas been issued by the Department of Community Services, Carmel, Indiana.
APPLICANT NAME: TONJA
FEES:
RES ELECTRICAUMETERB.
RES FINAL 52.00
RES FOOTING & UNDRSLB
2ND REQ'D FOOT/UNDSLAB
RES ROUGH-IN
PARK & REC. IMPACT FEE
RESIDENTIAL C/O
SINGLE FAMILY DWELLING
GROCE
52.00
52.00
52.00
52.00
527.00
50.00
622.80
Item
1 of
7
CITY OF CARMEL
PERMIT RECEIPT
OPERATOR: lstewart
COpy # 1
See: Twp: Rng: Sub:STP Blk: Lot:267
PARCEL ID .... ....: ZSTP267
DATE ISSUED.......: 12/27/2004
RECEIPT #... ......: 17018
REFERENCE ID # ...: 04120042
SITE ADDRESS ......
SUBDIVISION ......:
CITy..... ........:
IMPACT AREA ......:
OWNER ............:
ADDRESS ..........:
CITY/STATE/ZIP ...:
RECEIVED FROM ....:
CONTRACTOR .......:
COMPANy.......... :
ADDRESS ..........:
CITY/STATE/ZIP ...:
TELEPHONE .........
13424 GOLDEN GATE DR
STANFORD PARK
WESTFIELD
RYLAND HOMES
9025 N RIVER RD
INDIANAPOLIS, IN 46240
RYLAND HOMES
LIC # RYLHOME
RYLAND HOMES
9025 NORTH RIVER ROAD
INDIANAPOLIS, IN 46240
(317) 846-4200
FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW BAL
---------- ------------- ---------- ---------- ---------- ---------- ----------
IRESELEMTR FLAT RATE 1. 00 52.00 0.00 52.00 0.00
IRESFINAL FLAT RATE 1. 00 52.00 0.00 52.00 0.00
IRESFTSLB FLAT RATE 1. 00 52.00 0.00 52.00 0.00
IRESFTSLB+ FLAT RATE 1. 00 52.00 0.00 52.00 0.00
IRESROUGH FLAT RATE 1. 00 52.00 0.00 52.00 0.00
PRIF FLAT RATE 1. 00 527.00 0.00 527.00 '0.00
RESC/O FLAT RATE 1. 00 50.00 0.00 50.00 iO.oo
RESSINGLE SQUARE FEET 2,588.00 622.80 0.00 622.80 ,0.00
---------- ---------- ---------- ----------
TOTAL PERMIT : 1459.80 0.00 1459.80 :0.00
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CITY OF CARMEL / CLAY TOWNSHIP
WATER / SEWER PERMITl RECEIPT
Permit #:04120044
Date: 12/09/2004
PARCEL ID #: ZSTP267
LOT & SUBDIVISION: 267 STANFORD PARK
ADDRESS OF CONSTRUCTION: 13424 GOLDEN GATE DR WESTFIELD, IN 46074
PAYMENT RECEIVED FROM:
Name: RYLAND HOMES
CHECK #: 08658
EXCAVATOR INFORMATION:
Name: A-1 SUPERIOR EXCAVATING
Ph. #: (317) 898-0767 Fax #:
Street Address: 3143 ROSEWAY DR
Bond Expiration:
Email:
INDIANAPOLIS, IN 46226
'J
PERMIT TYPE: USEWRWATR ; SEWER/WATER PERMIT
Special Notes/Conditions:
lOT 267 STANFORD PARK. WATER CONNECTION 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 arc 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 ofthc International Residential Code. All building sewers shall bc 6" diameter.
All installations shall be "open trench" insnected and anproved bv the Carmel Sewer Department 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.
Sewcr inspcctions should be requested at (317) 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 postcd with the CITY ENGINEER'S OFFICE. Ifany street
must he cut. a senarate street Cllt nermit sh;:ll1 he ohtainecl.
PAYMENT RECEIVED BY:
FEES:
$1,310.00
0:f1/
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APPLICANT NAME: TONJA
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Item
1 of
7
CITY OF CARMEL
PERMIT RECEIPT
OPERATOR:
COPY #
See: Twp: Rng: Sub:STP Blk: Lot:267
PARCEL ID ........: ZSTP267
DATE ISSUED.......: 12/09/2004
RECEIPT #.........: 16919
REFERENCE ID # ...: 04120044
SITE ADDRESS ...... 13424 GOLDEN GATE DR
SUBDIVISION ......: STANFORD PARK
CITY .............: WESTFIELD
IMPACT AREA ......:
OWNER............: RYLAND HOMES
ADDRESS..........: 9025 N RIVER RD
CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46240
RECEIVED FROM ....:
CONTRACTOR. ......:
COMPANY... .......:
ADDRESS ..........:
CITY/STATE/ZIP ...:
TELEPHONE .........
RYLAND HOMES
LIC # XA-ISUP
A-I SUPERIOR EXCAVATING
3143 ROSEWAY DR
INDIANAPOLIS, IN 46226
(317) 898-0767
USFWATCONN FLAT RATE
TOTAL PERMIT :
1. 00
AMOUNT PD-TO-DT THIS REC NEW BAL
---------- --------~~ ---------- ----------
1310. 00 0.00 1310 .00 0 00
------~--- --------~- ---------- ----------
1310. 00 0.00 1310.00 o. 00
FEE ID UNIT QUANTITY
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
SANITARY SEWER PERMIT
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[X ] Conditional Permit [] Final Permit
INDIVIDUAL LOTS/EXISTING BUILDINGS
Project Title:
Michigan Road
Location:
Stanford Park sec 3 block 1
Owner/Builder:
/l- -<;--0 'f IU b .
Lot# _ ;2.'7
City: Westfield
Ryland
Street address: /3'/N/ Golden Gate Dr
Zip:46074 County: Hamilton
_ _ " ._.-.,._' ._'_'_"~_--.L.___'-,_~__~_"
'~'PRI:'~c.,;~OC:-= ~EDUFe8'-1,200:00~"'Applicati6n fee: 75.00
~~""'-
'~"r-~~lnterceptor.Charges'Paid:' .
'.
PLEASE NOTE: Installation of building sewer shall be per the specifications of the Clay Township
Regional Waste District (see reverse) and any co~.ditions noted below. All installations shall be inspected by District
personnel during "open trench" phase and before oackfilling with sand or stone to six 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 Iiabilitv for drains which are below the qrade level of the
nearest downstream manhole nor for laterals which are extended beneath drivewavs 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.
& District will inspect all sump pump connections 30 to 60 days after the lateral inspection has been
completed.
r1!. C-I have received a copy of Ordinance No. 9-13-99 and agree to follow all District standards. Building
has a [ ] crawl space [X] slab or [ ] basement that [ ]will be finished, [ ]rough-in plumbing with qrinder
pump installed during construction, [ ] rough-in plumbing only and qrinder pump will not be installed
during construction, [ ] no plumbing in the basement. (Please check appropriate box.) Builder will notify
the District office when the qrinder pump installation is completed.
;< t, Conditional PermitTerms:
[X] NO CONNECTION to 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
and District inspector must inspect all work before covered.
[ ] All District fees will be paid in full.
[ ] Approval pending Districts review of plans.
[ ] Copies of approved permits from appropriate county or city agencies for work in
the right-of-way road cuts or are required.
[ ] No occupancy until further notification
[ ]
All Conditions have been met and final permit issued
2004.
I
By signing below. I attest that I am familiar with the District's specifications and agree to accept responsibility for all
work done under this permit.
~~'-;/dcfU-
Bu der/Owner Signature
I? L (...: Ie \I v:-
Printed Name .
- c;;~.,.;;--
Phone
S'v(<, .' ;.. (;7:'" /, 3
(J!f// (P
Permit issued this 1" day of December, 2004.
~ 2 site plans submitted
Permit is valid for ONE- YEAR from the date issued.
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"'__ aB'f'<J~lflel _______
Director of Administration & Customer Service
sv
Permit valid only with CTRWD seal in red ink.
Permit-rev.01/03/akn
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The ScJmeider Corporation
8901 0Us Avenue
Historic Vorl Harrison
IndlanapoU., Indlana 4a2I6-1037
317-626-7100
317-626-7200 rll:
EogIneming
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Landlcape Archllecture
GIS .1J3
GeolOIl'
Plot P1C1l Prepared for. R.H. of Indiana
BLOCK 1 Lot # 101, contaililg 4,378 s.r.:I:, il
Stanford Park
SectIan # 3
Insbument # Unrecorded
P.C. # X. Slide # X
Cay Twp, HamDtCll County
See 20, T29N, R3E
11:l;)~ GOlDEN GAlE DRIVE (24' R/W)
Prep<nd Date:-09/21/2lXK: 8y: .m/NAA
Proposed Bu)'lll(s~ SPEc.
Community Restrictions:
Side Yard =3' min.
Rear Yard = N!A
Aggregale = 6 (B.H.)
Plot P1C1l legend
[WJ Proposed G-odes
000.0 fxistnq Grades
_000.0- Contour Grade
* Approx. lateral location
_. - SanItary Sewer lines
_._ StClTTl Sewer Liles
-IJ-WoterServiceUnes
- - - - - - - Sub-Surface Drain Unes
. I.lonhole (Sonito-y or: Storm)
.. Beehjve Inlet (Stoon)
III c.rb 'nl.1 (SI"",)
D End s.cu... (S\"",)
... fire H~ront
- 0.. _ ... -Row Une of swale
- - Bul,.g liJ. (Bl / BSl)
------- EosementUne
Sanitary Sewer Casting Information
Upstream ~anh~e, TC= 916.90
Downstream Uanhole, Te= 916.40
per pion
Finished Floor Elevation Information
Pad Grade = 916.9 per plan
Pad Grade + 0.7' = Garage m (917.6)
~Garage m + 0.5' = Residential FfE (918.1)
Sod Calculations:
Drive = 225 Sri
Private Walk = 181 SH:
Sod = 333 SY:i: I whole yard
1916,301
I
II 1916.0511
Sli
,
19~6,1711
,
TC= PER PLAN
5' PATH
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Note:
Per Cannel zoning ordinance 26.1.1 :
The residential district limits height to twenty-five
feet (25'), however a dwelling may be increased in height
to thirty-five feet (35') provided the side and rear }(Irds
ore increased on additional one foot (1') for each
one foot (1') the structure exceeds the first
Iwenty-five feet (25') in height
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 ',information.
Contractors should verify existing conditions prior to any
cOflstruction. Any discrepancy found on this drawing !mould be
reported to The Schneider Corporation immediately, foiling ta do
so results in the contractors assumption of all liability.
Note:
Sunder to ensure positive drainage
away from structure(s).
Lot # @ 2~7
Vb04.0026097
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Detail of Ground/ Storm
Water flow pattern for
individuollots.
1 110,92'
-.l ~ NAE _ _ _ _ _ _ _
I ~ ~
11916.9182,27' ~ ~
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i2~ :; :~~Ii
x::EQ C".l-O:::::
~e:~ Cl
38,76' .....:~ u ~l
E~OENCE IS 00 OR NEAR PROPERlY UNE Y ,
" .
~<lj; 13.0'"
""=~~ N - ~I
.... "'-
t t
t \ I I
,'11,
(r-f I
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Assumed North
Scale: I" = 20'
4. ~I (j'<
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TYPICAL SWALE SECTION
NOTE: THE \\1THIN PLOT PLAN WAS
PREPARED AT THE CLlENrS
REQUEST \\1THOUT BENEFIT OF A
RECORD PLAT. THE CONTRACTOR
AND lOR BUILDER HAS BEEN
CAUTIONED THAT THE DEPICTED
LINES SHOWN HEREDN ARE SUBJECT
TO CHANGE.
ROl.l CURB
10
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LOrD
0;0;
~
~
i3
Te= 916.90
PER PLAN
[]JTIJ
38,76'
ro w
..q- I >
. I 0::::
010
~l~i ~
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IY(..?
:z:
W
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, TC=916.40
~!~i.Pi:R PLAN
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