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Item
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CITY OF CARMEL
PERMIT RECEIPT
OPERATOR: vdolanl
COpy # 1
Sec:30 Twp:18 Rng:03 Sub:CBN Blk:3 Lot:200
PARCEL ID ........: ZCBN200
DATE ISSUED.......: 04/23/2007
RECEIPT #.........: 24871
REFERENCE ID # .... 07040012
SITE ADDRESS ...... 3762 DOLAN WY
SUBDIVISION ......: CLAYBOURNE
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 .........
FEE ID
UNIT
QUANTITY
IRESELEMTR
IRESFINAL
IRESFTSLB
IRESFTSLB+
IRESROUGH
PRIF
RESC/O
RESSINGLE
FLAT RATE
FLAT RATE
FLAT RATE
FLAT RATE
FLAT RATE
FLAT RATE
FLAT RATE
SQUARE FEET
1. 00
1. 00
1. 00
1. 00
1. 00
1. 00
1. 00
4,709.00
TOTAL PERMIT :
METHOD OF PAYMENT
AMOUNT
CHECK
TOTAL RECEIPT :
2478.90
------------
------------
2478.90
RYLAND HOMES
LIC # RYLAHOM
RYLAND HOMES
9025 N RIVER RD #100
INDIANAPOLIS, IN 46240
(317) 846-4200
AMOUNT PD-TO-DT THIS REC NEW BAL
---------- ---------- ---------- ----------
57.50 0.00 57.50 0.00
57.50 0.00 57.50 0.00
57.50 0.00 57.50 0.00
57.50 0.00 57.50 0.00
57.50 0.00 57.50 0.00
1261.00 0.00 1261.00 0.00
55.50 0.00 55.50 0.00
874.90 0.00 874.90 0.00
---------- ---------- ---------- ------1.---
2478.90 0.00 2478.90 9.00
NUMBER
13020
CITY OF CARMEL / CLAY TOWNSHIP
IMPROVEMENT LOCA nON PERMIT APPLICA nON
For: Residential New Structures, Additions, Remodels, & Accessory Buildings
Permit #: 07040012
Date: 04/23/2007
PARCEL ID #: ZCBN200
LOT & SUBDIVISION: 200 CLAYBOURNE
ADDRESS OF CONSTRUCTION: 3762 DOLAN WY
Township?: 18 Zoning: S1
WESTFIELD, IN 46074
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 #:
Street Address: 9025 N RIVER RD #100
Plumber's Name: EARL GRAY (& SONS)
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: 4709
Model Home:
(317) 846-4224 Email: MENGLAND@RYLAND.COM
INDIANAPOLIS, IN 46240
RESIDENTIAL SINGLE FAMILY DWEL
County Well Permit #:
County Septic Permit #:
Estimated Cost of Construction: $260000
Sump Pump: Y
Deck:
Early Release ILP: N
Special Notes/Conditions:
LOT 200 CLAYBOURNE. SINGLE FAMILY.
. NO NOTES'
This pennit is valid only if construction commences within one (1) year of the date of issuance of the State Commercial Design Release. All constructton
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 lo, 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 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 of Occupallcyhas been issucd by thc Departmcnt of Community Services, Carmel, Indiana.
APPLICANT NAME: TONJA
FEES:
RES ELECTRICAL/METERB.
RES FINAL 57.50
RES FOOTING & UNDRSLB
2ND REQ'D FOOT/UNDSLAB
RES ROUGH-IN
PARK & REC. IMPACT FEE
RESIDENTIAL CIO
SINGLE FAMILY DWELLING
GROCE
57.50
57.50
57.50
57.50
1261.00
55.50
874.90
(
!
CITY OF CARMEL / CLAY TOWNSHIP
WATER / SEWER PERMIT / RECEIPT
Permit #: 07040011
Date: 04/03/2007
PARCEL ID #: ZCBN200
LOT & SUBDIVISION: 200 CLAYBOURNE
ADDRESS OF CONSTRUCTION: 3762 DOLAN WY WESTFIELD, IN 46074
PAYMENT RECEIVED FROM:
Name: RH OF INDIANA, lP
CHECK #: 12901
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 200 CLAYBOURNE. 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'
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 "opcn trench" inspcctcd and approved bv the Carmel 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 footing or foundation drains or other sources of ground water or stoml water shall be permitted to enter the public sewer.
Sewer insDections should be reauested at (3 17) 571-2648 onc to four hours in advance.
No inspections or installations will be madc 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. lfany street
must he cut. a ...cnamtc streef Cllt nermit shall he ohtainerl.
APPLICANT NAME: TONJA GROCE
eAmm .'C,"V'O BV, 'Z.'7J t(1.)y d,r
FEES: '</ v
$1,310.00
Item
1 of
1
CITY OF CARMEL
PERMIT RECEIPT
OPERATOR: twedding
COPY # 1
Sec:30 Twp:18 Rng:03 Sub:CBN Blk:3 Lot:200
PARCEL ID ........: ZCBN200
DATE ISSUED.......:
RECEIPT #... ......:
REFERENCE ID # ....
04/03/2007
24678
07040011
-1~
SITE ADDRESS ...... 3762 DOLAN WY
SUBDIVISION ......: CLAYBOURNE
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........ .
RH OF INDIANA, LP
LIC # XA-ISUP
A-I SUPERIOR EXCAVATING
3143 ROSEWAY DR
INDIANAPOLIS, IN 46226
(317) 898-0767
FEE ID UNIT QUANTITY
USFWATCONN FLAT RATE
TOTAL PERMIT :
METHOD OF PAYMENT
1. 00
AMOUNT PD-TO-DT THIS REC NEW BAL
---------- ---------- ---------- ----------
1310. 00 0 .00 1310 00 ,0. 00
---------- ---------- ---------- - - - - - _1- _ _ _
1310 00 O. 00 1310 .00 O. 00
,
AMOUNT
NUMBER
CHECK
TOTAL RECEIPT :
1310.00
12901
------------
------------
1310.00
Regional Waste District
. ,
,
SF Residential
192332007
SANITARY SEWER PERMIT
INDIVIDUAL LOT I EXISTING BUILDINGS
Permit Type
Lift Station 14 Austin Oaks Station
Treatment Plant CTRWD WWTP
~-,--,...-
Lot Number 200
Address Number 3762
Street Dolan Way
City Westfield
Zip Code 46074
- - ~ -. -...... ~-=--
County Hamilton
Interceptor Fee
EDU Fee
Application Fee
Fees Due
Invoice Number
. - i .
Subdivision Claybourne
Builder Ryland Homes
3
Parcel Acreage
Employees
Square Footage
$1,650.00
$100.00
.,- ." -- .
$1,750.00
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) wiil be
responsible for damages to the District's sewer system. This includes damages to manholes, castings, manhoie lids
and the like; caused by construction activity on the building site which is the subject of this permit. 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 or when
water is connected, whichever comes first.. I
Up CBN3-61 CBN2-60 Down
I
The building has a: Grease Trap No Slab Foundation No Lid Elevation 917.55 ft 919.69 ft
Grit Interceptor No Crawl Space No First Floor'Elevation 921.10 ft 921.10 ft
Grinder Station No Basement Yes Basement Elevation 912.10 ft 912.10 ft
Calculation is based on both Manllole Lid Elevations and the elevation ofthe First Floor 1--i55r-1~4-11
Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Plumbed with Grinder Pump
Installed
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:
I
I
Two sets of plans showing at least one sanitary manhole and top of casting elevatio~
NO CONNECTION to the sewer until further notification.
. Certificate of Insurance must be on file with CTRWD listed as certificate holder.
Plans Submitted No
No Connection No
Certificate of Insurance No
Inspection Notice No
Fees Paid No
Plan Review No
Other'Permits No
No Occupancy No
Fats, Oils & Grease No
Manhole Core
48 hours notice before work starts on manhole core drilling or cuts of active lines
All District fee~ will be paid in full.
Approval pending Districts review of plans.
,
I
Copies of approved permits from appropriate county or city agencies t
No occupancy until further notification <:>~ \\\~\~NA. HA"'/(J"o. !
Fats, Oils and Grease Facilities will abide by District standardS! '1-%
~ CTRWD :
~ f:!
~
+'
~'01o ,
~
'$;0,0
ifF, 'I
--
and agree to accept responsibility for all work done under this permit.
Phone Number 8-10- i-fJ-QO
Approv B
Permit Date 4/2/2007
By signing below, I attest that I am fa
Builder I Owner Signature
Printed Name
e Iner, Director of Administra Ion & Customer Service
Revised 2128/07
Permit is valid for ONE-YEAR from the date issued. Permit valid only with CTRWD seal in red ink.
The Schneider Corporation
8901 otl3 benue
HlJt.orlc Forl Harrison
Indianapolis, Indianll 43218-1037
317-828-7100
317-826-7200 FAX
Entin......,
Sunoylng
Landaca.pe Architecture
GIS .US
Geolol1
Note:
This drawing is based on construction plans or record
drawings, and is not based upon 0 field 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 drawing should be reported to
The Schneider Corporation immediately, foiling to do so
results in the contractors assumption of all liability.
Note:
The basement elevation, depicted hereon, has been determined ood
based on the pad grades and/rx contours token from the constructlon
plans fOf this subdJYision. Unless stated, no information about
ftuctuatlng water tobles, soli conditions. rx soH t)pe8 has been
pro~ded rx stated on sold ploos. This lot is locoted neel" a body of
water. lot or soli conditions may require that the basement floor
elevation be held 2 foot abOYll normal pool eleYlltlon. Slte investigation
may be needed If water 19 encountered duri'lg the excaYlltlon process
Of If other known water e1evotlon Of sols conditions are present.
lnvestJgotiOrl ClI'ld'ony remediOl procedures is -at. th-e -discretiOn of-lIie -
buRder to determine and toke appropriate steps of oct/on. If any
ground water 19 encountered dumg excavation the bulder Is
encouraged to contact The Schneider Corporation to discuss possible
courses of action.
Nute: Sump pump(s) to be
placed by builder os needed.
OctaD of Ground/ Stonn
Water flow pattern for
indIvidual tots.
Sctvleider
this Plot Plan Prepared For: R.H. !If Indiana
Lot # 200 , containing 13,189 S.F.!, in
aa)boume
Section I J
INSlR. I 200400080247
P.C. I J, Slide I 5JJ
HamBton County, aay T wp
\ ~ Sec 30, TI8N, ROJE
~~~I:~ 3762 Dglgn w...oy . _. (70'R/W)
\)J' C.oHtTel:IN 46074
/Prepared Dote: 03/29/07: By: AMA
Proposed Buyer(s): Lin Wan9 &
Guangtao Li
Community Restrictions:
Side Yard = S'
Rear Yard = 20'
Aggregote = la' (B.H.)
Zoning "" 51
R.H. of Indiana
'FiniShed Floor Elevation Information
~pdd Grode = 918.9 per pion
(Pad Grode + OJ' = Goroge FFE (919.6 )
.'Goroge FFE + 1.5' = Residential FFE (921.1 )
(Residential FFE - 9.0' = Bosement FFE (912.1 )
".
1<.
~ Note: The garage finished floor elevation
,1s 2." above the curb at the drive, per pion.
Z
. Ground Cover Calculations: ?
o
'. Drive = 1,222SH ,'.
i Public Walk = 374 SFf
IPrivate Wolk =216 SFf
Hydroseeding = 5,619 SFf
Sod =516 Sri, from
Rear of residence.
Optional Sod Package
Hydroseeding =1,112 SFf
Add!. Sod Pkg.= 500 Sri, to
optional sod package
'f.: 1 SLop
T'l'PICAL SWALE SECTION
i;:
: Sidewalk to be placed
:1;.: from property line,
)l~ from back of curb,
R~ pIon.
Note:
The contractor is to maintain 0 minimum
distance of ten feet (10') between the
sanitary sewer and water line laterals.
': i, ~
FLOOD HAZARD STATEMENT
CERTlFICA TlON
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~<...~ ....G\STE:~},. ~A~
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::2<:::::::t/q- 0 ...."A:>~
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g ~ .: ~
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~ ~>;'^,D' A~~""'~#
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Plot Plan LeQend
I]QQ]J PrOposed Grodes
000.0 Existing Grades
_000.0- Contour Grade
* Approx. Lateral Location
- . - Sanitary Sewer lines
- If- Storm Sewer lines
- 'W - Water ServIce lines
- - - - - - - Sub-Surface Drain lines
" Monhole (Sonitory Of Storm)
. Beehive Inlet (Storm)
II1II Curb Inlet (Storm)
o End Secti", (Storm)
..... rire Hydrant
- ... - ... - flow Line of swale
- BuDding line (Bl / BSl)
- - - - - - - Easement Une
Note: Sanitary Sewer
Top of Costing Information
Upstreom Monhole. TC= 917.55
Oownstreom Monhole, TC=919,47
per record drawing
-,OI'(
4";:>\0,
----
PARK BLOCK 'N"
COMMON AREA
:ri 0 0 0 _ DRAINAGE EASEMENT
a; ;;==- IO~U&SE ~ 102.6;/
( nONAI SQfJ PACKAr,c Ie----, ~ -
51.8'
40.9'
--
-
/
Note: 8u~der to ensure positive
draInage away from structure(s).
-
--
000
--
56.8'
I
TX5'
DfCl<
SOO
o
CO
o
",.
PENHURST C
fT/W.tI.ISY
k! RfSlDfNcr
1'1
o
CO
o
"'t- ;!iJ
::f
/If
R(
S(;lj
IlSI.INTI
CRAIIl
$(X)
'25.0'-
COlIC
ORI~
.
....
'"
a;
23J"
,88
12 . '6.JJ'.l.67'
~8
II.JJ'
25.0"
CONC.
>DRlIl:
SUWP
PUWP 0
k
r;I
6.0'
....
0;
0;
1/iR[f CNl
GNlAGE
8
~
~
~'~
W.H.f61
TC.917.55
PER RECORD
ORAI'N
30.1'
12.0'
~~Vj
5TRlE60 _
TCo9I9:f1
PER RECORD
ORA I'NG
9/ 9
..,..
,
I
..
-----
-----
---
O'
1
----
36 0' .. ROIL CURB I l!IW
B-B 7 - _ ELE:V0917.5
:_u-J:___~~~~w~~~
A'~
-
~
=~=
This drawing is not intended to be represented as a retracement or
.original boundary survey, a route survey, or a Surveyur Location Report.
~
Flood Hazard Statement: The accuracy of any nood hazard data shown on this report is subject to
map scale uncertainty and 10 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 nood hazard
zone AE as said land plots by scale on nood insurance rate map #18057C 0205 F for the City of
Carmel, Indiana dated February 19, 2003.
Assumed North
Scole : I' = 30'
Lot # 200
Vb07.0071022
SIGNA lURE :
DAlE:
Note: Per Carmel zoning ordinance 26.1.1 : The
residential district limits height to twenty-five
feet (25'), however 0 dwelling moy be Increased
In height to thirty-five feet (35') provided the
side and rear )'Ords ore Increased an additional
"'e foot (1') fOf ead1 one foot (1') the strocture
exceed, the first twenly-five feet (25') in height.
SieNA lURE REPRESENTS CONRRWA ~1lN or RECEIPT or PlOT PLAN BY CUSTOMER.