HomeMy WebLinkAbout04120071 Receipts/Permits
Item
1 of
CITY OF CARMEL
1 PERMIT RECEIPT OPERATOR:
COPY #
Sec:30 Twp:18 Rng:03 Sub:CBN Blk:02 Lot:154
PARCEL ID ........: ZCBN154
DATE ISSUED.......:
RECEIPT #.........:
REFERENCE ID # ....
12/13/2004
16931
04120069
/f~
13 3 63 SALAMONE
CLAYBOURNE
WESTFIELD
WY
SITE ADDRESS ......
SUBDIVISION.. ....:
CITY. . . . . . . . ..... :
IMPACT AREA.. ....:
OWNER..... .......: RYLAND HOMES
ADDRESS... .......: 9025 N RIVER RD
CITY/STATE/ZIP...: INDIANAPOLIS, IN 46250
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
......~..
..f~:,.I'
RYLAND HOMES OF IN
LIC # XA-ISUP
A-I SUPERIOR EXCAVATING
3143 ROSEWAY DR
INDIANAPOLIS, IN 46226
(317) 898-0767
AMOUNT
PD-TO-DT
1. 00
1310.00
0.00
1310.00
NUMBER
0.00
08670
THIS REC
1310.00
1310.00
twedding
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NEWIBAL
0.00
0.00
,
/v"i","ii~~. CITY OF CARMEL / CLAY TOWNSHIP
WATER / SEWER PERMIT / RECEIPT
Permit #: 04120069
Date: 12/13/2004
PARCEL ID #: ZCBN154
LOT & SUBDIVISION: 154 CLAYBOURNE
ADDRESS OF CONSTRUCTION: 13363 SALAMONE WY WESTFIELD, IN 46074
PAYMENT RECEIVED FROM:
Name: RYLAND HOMES OF IN
CHECK #: 08670
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 154, CLAYBOURNE. 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 valv'es shall be installed in accordance with City Code Section
9-I22(a), and sections P3008.1 and.2 of the International Residential Code. All building sewers shall be 6" diameter. '
All installations shall be "open trench" inspected and approved bv the Cannel Sewer Department before any backfilling 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 fO'oting or foundation drains or other sources of ground water or storm water shall be permitted to enter the public sewer.
I
I
No inspections or installations will be made on Saturday or Sunday or holidays unless arrangements are made at least 24 hours in advance. tAli
plumbers or contractors installing sewer (or water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. Ifany ~treet
ml1!;;t he cut H scnHrHte street cut nennit shHll he ohtainecl.
Sewer inspections should be reaue"sled at (3] 7) 571-2648 one to four hours in advance.
APPLICANT NAME: TONJA
GROCE
PAYMENT RECEIVED BY:
FEES:
$1,310.00
Item
1 of
1
CITY OF CARMEL
PERMIT RECEIPT
OPERATOR: lstewart
COPY # 1
Sec:30 Twp:18 Rng:03 Sub:CBN Blk:02 Lot:154
PARCEL ID ........: ZCBN154
DATE ISSUED.......: 01/10/2005
RECEIPT #.........: 17110
REFERENCE ID # .... 04120071
SITE ADDRESS ...... 13363 SALAMONE WY
SUBDIVISION......: CLAYBOURNE
CITy........ .....: WESTFIELD
IMPACT AREA ......:
OWNER ............:
ADDRESS ..........:
CITY/STATE/ZIP ...:
RECEIVED FROM ....:
CONTRACTOR .......:
COMPANY... .......:
ADDRESS ..........:
CITY/STATE/ZIP ...:
TELEPHONE .........
RYLAND HOMES
9025 N RIVER RD
INDIANAPOLIS, IN 46250
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 4,282.00 792.20 0.00 792.20 0.00
---------- ---------- ---------- ----------
TOTAL PERMIT : 1629.20 0.00 1629.20 0.00
METHOD OF PAYMENT
AMOUNT
NUMBER
CHECK
TOTAL RECEIPT :
1629.20
08457
------------
------------
1629.20
CITY OF CARMEL / CLAY TOWNSHIP
IMPROVEMENT LOCATION PERMIT APPLICA nON
For: Residential New Structures, Additions, Remodel.\, & Accessory Buildings
Permit #: 04120071
Date: 01/10/2005
PARCEL 10 #: ZCBN154
LOT & SUBDIVISION: 154 CLAYBOURNE
ADDRESS OF CONSTRUCTION: 13363 SALAMONE WY
Township?: 18 Zoning: S1/ESTATE
PROPERTY OWNER INFORMATION:
Name: RYLAND HOMES
Ph. #: 3178462962 Fax #: 3178464224
Street Address: 9025 N RIVER RD INDIANAPOLIS, IN 46250
WESTFIELD, IN 46074
Flood Zone: N
Lot Split: N
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
SnAd~1 Nntes/Condition~'
LOT 154 CLAYBOURNE. SINGLE FAMILY. . NO NOTES'
PERMIT TYPE: RESSINGLE ;
RESIDENTIAL SINGLE FAMILY
DWEL
Water Service by: CARMEL
County Well Permit #:
Sewer Service by: CTRWD
County Septic Permit #:
Foundation Type: BSMT
Estimated Cost of Construction: $236000
Manufactured Trusses: Y
Sump Pump: Y
Porch: N
Deck:
Square Footage: 4282
Early Release ILP: N
Model Home:
This permit is valid only if construction commences within one (I) year of the date of issuance of the St~lte Commercial Design Release. All construction
must be completed (ClO 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 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, 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
GROCE
52.00
52.00
52.00
52.00
527.00
50.00
SINGLE FAMILY DWELLING
792.20
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
SANITARY SEWER PERMIT
] Conditional Permit [X] Final Permit
INDIVIDUAL LOTS/EXISTING BUILDINGS
Project Title:
Michigan Road
Location:
Claybourne sec 2
Owner/Builder:
Ryland
Lot# 154
Street address: 13363 Salamone Way
~e~~ .1ip:_.~~;!.fiQJj~~__ _~ County: Hamilton.. c.__~.'
. y-
CitY~_.l'!.estfiel;1._
Interceptor Charges Paid:
PRI:
LOC:
EDU Fee: 1,200.00
Application fee: 75.00
PLEASE NOTE: Instaliation of building sewer shali be per the specifications of the Clay Township
Regional Waste District (see reverse) and any conditions noted below. All instaliations shali be inspected by District
personnel during "open trench" phase and before backfilling with sand or stone to six inches above the pipe. NO
footing or foundation drains, or other sources of ground or stormwater, shali be permitted to enter the District's
sanitary sewer system. The District will assume no liability for drains which are below the qrade level of the
nearest downstream manhole nor for laterals which are extended beneath driveways or sidewalks. The
permit holder (property owner, developer or builder) wili 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 MANDA TORY and shall be arranged by contacting the District's office at 844-9200
24 hours in advance. AIi new construction wili be placed on billing six months after connection has been made Or
when water is connected, whichever comes first.
I:' ~. District will inspect all sump pump connections 30 to 60 days atter the laterai inspection has been
completed.
/? (" I have received a copy of Ordinance No. 9.13-99 and agree to follow all District standards. Building
has a [ ] crawl space [ ] slab or [ ] basement that [ ]will be finished, [X ]rough-in plumbing with qrinder
pump installed during construction, [ ] rough-in plumbing only and qrinder pum[1 will not be installed
during construction, [ ] no plumbing in the basement. (Please check appropriate box.) Builder will notify
the District office when the arinder pump installation is completed.
Conditional Permit Terms:
- [] 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 driliing or cuts of active lines
and District inspector must inspect all work before covered.
[ ] All District fees wili 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
[ ]
AIi Conditions have been met and final permit issued
2004.
By signing below, I attest that I am familiar with the District's specifications and agree to accept responsibility for ali
work done under this permit.
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BUilder/Owner Signature /'
fc/ (. (,-tC 0 cC
Printed Name
846-2962
Phone
Permit issued this 13th day of December, 2004. .
yes 2 site plans submitted
Permit is valid for OljE'YBf'R from the date issued.
l //~~-_.:~ . .....
/ ~ --~ ."....-. .
i;~~eltner - .
Director of Administration & Customer Service
sv
Permit valid only with CTRWD seal in red ink.
Permlt-rev.01/03/akn
Sc~
The Schneider Corporation
890t 0Ua Avenue
HiIloric fort Harriaon
lndianapoUa:. Indiana 48216-1037
317-828-7100
317-828-'1200 fAX
EDp.....w,
SuneJWc
Landa:cape Arcb1tectlU'8
GJ8 .us
GeoloU
Nole:
This drawing is based on construction plans or record
drawings, and is not based upon a tieJd survey. The
Schneider Corporation does not warrant the accuracy or
sufficiency of this information. Contractors should verify
existing conditions prior to any construction. Any discrepancy
found on this drowing should be reported to The Schneider
Corporation immediately; foiling to do so results in thel
contractors assumption of all liobility. I
Plot Plan Prepared for: R.H. of INDIAN 6
lot # 154. containing 11.566 5.F.:t, In
Ca)lloume
Section # 2
Instrument # 200400001341
P.c. # 3. Slide # 321
Cay Twp, Hamltan County
See 30, TIlIN, RJE
1 JJ6J SALAMONE WAY (SO' R/'#IJ
Prepared Date: 12/08/2004 : By. .xx;
Proposed BU)'lll'(s): IH'tfNT~Y
Community Restrictions:
Side Yord =N/A
Rear Yard = 20'
Aggregate = 10' (B.H.)
Plot Pion legend
[WQ]] Proposed Grades
000.0 Existing Grades
__ 000.0-- Contour Grode
* Approx. lateral location
- . - Sanitary Sewer Lines
-If - Storm Sewer Lines
- \J - Water Semce Lines
- - - - - - - Sub-Surface Drain Lines
. Manhole (Sanitary or Storm)
. Beehive Inlet (Storm)
III Curb Inlet (Storm)
D End Section (Storm)
... Fire Hydrant
- 000 - 0 0 0 - Flow Line of swale
Building Line (Bl / BSl)
- - - - - - - Easement Line
Note: The basement elevation, depleted hereon, has been
determined and based upon the pad grades and/or contours
token from the construction plans fO( this subdivision. UnleSs
stated, no information about fluctuating water tables, soil
conditions, or soil twes has been pro\o1ded or stoted on said
plans. It is recommended that the basement fllllshed noar
elevations be at least two feet (2') above the normal pool I
e1evotion oi any adpinlng bodies of water, unless (] study of
facts reveals otherwise. If during the excavation process any
ground water is witnessed, The Schneider Corporation should be
notified immediately. The basement elevation should be raised two
feet (2') above the ground water, and additional construction
techniques should be Incorporated to alleviate future problems.
DetaD of Ground/ Storm
Water flow pattern for
Indlviduollots.
Sanitary Sewer Casting InformatJoo
Upstream Monhole, TC= 911.20
Downstream Manhole, TC= 913.40
per plan
Note:
SuUder to ensure positive drainage
away from structure(s).
Note:
Sump pump(s) to be placed by
buUder as needed.
rlllished Roor Elevation Information
Pod Grode = 913.5 per plan
Pod Grode + 0.7' = Gorage FIT (914.2)
(Bsml) Gorage FIT + 1.5' = Residential HE (915.7)
Residential FIT - 9.0' = Basement FIT (906.7)
Nole : The gorage finished fioor eleV<llion . ~I 01'<
Is 3.7' above the curb at the drive, per pion. ~
TYPICAl SWAlE SECllON
D
~
=~=
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Assumed North
Scale: 1- = 30'
Sod Calculatioos:
om. = 977 Sft
Public Walk = 1,144 Sft
Private Walk = 9 Sf!
Sod = 805 SYt , tram
rear of home.
Hj<lraseed"g = 3,896 Sft
TC=91;;-t-
PER PLAN I
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PER PLAN
Sidewalk to be placed
l' from property line,
4' from bock of curb,
per plan on Salomone Way.
Sidewalk to be placed
I' from property line,
14' trom bael< of curb,
per plan on Dolan Way.
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Lot # 154
V.b # 04.0026858
Note:
Per Carmel zoning ordinance 26.1.1 :
The residential district limits height to twenty-five
feet (25'), however 0 dwelling may be increosed in height
to thirty-five feet (35') provided the side ond reor )'Olds
ore increased on additional one foot (1') for each
one foot (1') the structure exceeds the first
twenty-five feet (25') in height.
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(911.34)
DOLAN WAY
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(911.94 )
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105,00'
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J7.0'
25' Bl
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130.00'
SIGNA lURE :
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DATE:
SIGNA lURE REPRESENTS COI/F1RMAlION Of RECEIPT Of PLOT PLAN BY ClJSTOllER.
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Note:
The contractor is to maintain a minimum
distance at ten feet (10') between the
sanitry sewer and water line laterals.