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The information available through this program is current as of 7/3112007.
This program allows you to view and print certain public records. Each report reflects information as of a specific date; so the informatio
different reports may not match. All information has been derived from public records that are constantly undergoing Change and is not warranted for 4
accuracy. It may not reflect the current information pertaining to the property of interest.
Parcel No. 17-09-29-00-13-033.000 6 11
Property Address:
1274S Tram Ln
CARMEL, IN 46032 Deeded Owner. Silverthorne Homes LLC
owner Address:
6666 75th St E Ste 400
INDIANAPOLIS, IN 46250
Legal Description: ABERDEEN BEND 140.30 X 171.90 IRR
Settiony7ownship/Range: 29118/03
Subdivision Name: ABERDEEN) BEND
Block:
Deeded Acres: 0.39
Political Township: Clay
Lot Number(s): 33
Most Recent Recorded Date: 1112/2005
(Recorded Date might be due to a variety of changes; such as annexation, right-of-way, split, or deed.)
This application is developed and maintained by the Information 5ystern Services Department. If you have any questions or comments, please contact I
Q 2005 Hamilton Co.
we{}$ite Suggestions ar Issues I Conditions of Use I Privacy_Policy I Site Man I Technical help I F10ME
C 2006, Hamilton County, Indiana - all rights reserved.
http:,Iiwww.co.hamilton. in.us/appsl'repor-ts/rpLparcelinfo.asp?sparceino=1709290013033000... 8/812007
Parcel Information Report
City of Carmel/Clay `owxtshfp Permit #: 10?%
RESIDENTIAL IMPROVEMENT LOCATION PERMIT APPLICATION
Ckola>?k , For Single Family, Town Home, & Two Family: New Structures, Additions, Remodels, & Accessory Structures
BUILDER NEE' PHONE:
L C
? FAK
- 19"7 - ?? ?91
OF .
? v evv- vP
RECORD: STREETAORRE5S: CITY:
!
Jj STATE: ZIP:
Yy f •-
V` . ,
BUILDER'5 EMAIL ADDRESS(--, B ME7HCD OF CONTACT
:
--
yvt 1 s. ? 'f4- '
+f:
? y tl
PROPERLY
OWNER PHONE:
NAME; ^?` I FAX:
c`ifd
-
: STRE A D 5: CITY: STATE: {{ ^? ZIP:
LOCATION LOT UBDIVISION NAME-
1
1 SECTION: ZONING-
S-
PROJECT
4e,r?1
a
1 1
INFO- ADDRESS iO?FCONSTPU-CITTI`OW ouv SQUARE
FWTAGE: 11-3
SEWER UTILITY f1
PROVIDER: 1 WATER UTI LITY
PROVIDER: ( v yrh ESTIMATED COST`;O CONSTRUCTION
(EXCLUDING LAN6 VALUE) :
NAME OF UTILITY EXCAVATION CONTRACMR; PLAN COMMISSION J BZA i BPW DOCKET l f II
OR SEPTIC PERMIT #'S (IF APPLICABLE): t J
NTY WELL AND V? ?py??
`? 3"f
i
NUMBERS: TAC DATE(S); ANDIOR COU r
FLOOD ZONF AREA DESIGNATION(S) TAX MAP P:
?
FORTH IS PROPERTY: ?-
p5E
TYPE F C TR N: TYPE IMPROVEMENT, PLUMBING CONT R:
SINGLE FAMILY VI'NEW STRUCTURE '? - -
O TOWN HOME 0 ROOM ADDITION(S) Plumber's Indiana State License
? TWO FAMILY O PORCH ADDITION(S) r
(
# of units being O DECIN( ADDITION(S) 4,&
1 ??Q
constructed at this ? REMODEL whic umbing codes will be applied to the construction:
Basement Finish only
time:
_
ED RESIDENTIAL (For ? ACCESSORY BUILDING International Residential Cade w/Indiana Amendments
Additions, Remodels. Etc.) Q DETACHED GARAGE
O Uniform Plumbing CodewJlndfana Amendments
? ATTACHED GARAGE
PROJECT INFORMATION: O DEMOLITION FOUNDATION T. (Check all that apply for the new
Early Release / Manufactured construction area)
Permit: _-Y Trusses: Y __N 13 WISPAC ? POST & BEAM _P
?k
Lot Split: ?Y Stamp Pump: Y ?N C?N[}
BASEMENT (WALICOIIT;Y N )
For Single Faunily and Two )gamily dwetl nas, additions, remodels, =!L °? ?s s perdu slid only if construction commences within 164
days of the date of issuance of the building permit, and -us the? ea 4 flan 18 maa[Its of the issuance date. Class I
structure permits are subject to the General Adminis e6bsae
on
C? T r I ?ng expiration time frames for beginning and
!
IM
1, the undersigned, agree that any construction, reconsrrvc latgp I
Z{n dt T structure, or any change in the use of land or structures
?
ndiarla, and the -Zoning Ordinance of Castel Indiana -1993 (2-
$
requested by this application will comply with, and conform to, a] l a
that only
I further certif
thereto
dator
ll A
d
d
+
289) and amendments, adopted under authority of LC. 36-7 eta ex l
4UIS' y
.
cts amen
y
a
In
iana, an
stify
kitchen, bath, and .Co dmi connected to the sanitary se?C e construction will not be used or occupied until a Cefa rare of
c as be ed b e Department o Comm rvices, Carmel,
c.? diana.
67
5' a of oWgor 4 Print Date
OFFICE USE ONLY: **** k**********a<**********************************, rx*? *****************s
INSPECTIONS REQUIRED:
per Footl L er Footing Under Slab
Rough In ?eter Base Final
iteviewed/App ved: Dept. of Community Services (Date)
Filing Fees:
Base Inspections:
Cert. of Occupancy:
P. R.I.F.:
{n
} # Charged Re-
Reviews
Addibonal Fees
:' s9
5:Perm1tsr'Forms/1 F RESICENTIAL
f. Minimum front building setback line, per approved development plan (include all front yard)
g. All roads, alleys, rights-of-way, etc...
?. h. Any applicable flood plain area (Certificate of Elevation, if necessary)
i. Building pad elevation and lot corner elevations
j. All accessory buildings / structures - existing or proposed
k. All sidewalks and driveways
6. Sewer and water lines, septic system, (tanks & filed system) and/or well locations
m. Drainage flow arrows
n. All drainage swales and subsurface facilities (retention / detention areas, etc...)
o. Sump pump -- Show sump pump pit(s) and discharge line locations
p. Geothermat heat pump discharge locations
*NOTE: If land is not within a platted subdivision, a legal description is required.
FURTHER NOTES / NOTICES:
> CARMEL ZONING ORDINANCE Z-289, SECTION 29.04.02 (3): 'The Director shall approve or deny the Improvement Location Permit
within five (5) working days of the receipt of the written application form and accompanying materials. The Improvement Location
Permit shall be issued when the proposed structure, improvement, or use and its location conform in all respects to this ordinance."
? IN ADDITION TO THE ABOVE-LISTED SUBMITTAL REQUIREMENTS, THE BUILDING INSPECTOR WILL BE PROVIDED WITH ANY
INFORMATION RELATIVE TO COMMITMENTS MADE IN THE ZONING PROCESS FOR THE PROPERTY INVOLVED. THIS WOULD
INCLUDE ANY PLAN COMMISION, BOARD Of ZONING APPEALS, AND/OR DEPT. OF COMMUNITY SERVICES ADMINISTRATIVE
APPROVALS REQUIRED.
la ADDITIONAL INFORMATION MAY BE REQUESTED BY, AND WILL SE PROVIDED TO THE BUILDING INSPECTOR, IF THE SUBMITTED
PLANS ARE NOT OF SUFFICIENT IN CLARITY OR DETAIL, TO INDICATE THE NATURE AND EXTENT OF THE WORK PROPOSED AND
TO DETERMINE COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. SUBMITTAL OF ADDITIONALLY
REQUESTED/REQUIRED INFORMATION, AFTER THE INITIAL SUBMITTAL, WILL EXTEND THE TIME IT TAKES COMPLETE THE
PERMIT REVIEW.
? THE OFFICE OF BUILDING & CODE SERVICES RECOGNIZES ANY ROOM/AREA DESIGNATED ON CONSTRUCTION PLANS AS A
-BONUS ROOM"TO BE UNOCCUPIABLE' UNFINISHED SPACE. IF AN AREA SO LABELED IS TO BE A FINISHED SPACE,
CONSTRUCTION PLANS MUST BE LABELED ACCORDINGLY. IF IT IS DETERMINED THAT AN UNFINISHED, "BONUS ROOM-AREA IS
TO BECOME A FINISHED AREA AFTER THE ISSUANCE OF THE PERMIT. THE PLANS AND PERMIT RECORDS MUST BE UPDATED AT
THE OFFICE OF BUILDING & CODE SERVICES.
> ALL CONSTRUCTION IS SUIWECT TO FIELD INSPECTION, AND SHOULD NOT BEGIN PRIOR TO THE ISSUANCE OF THE
BUILDING PERJM T. ONCE THE PERMIT IS ISSUED, WORK SHOULD NOT BE POURED, INSUTATEDJCCVERED, AND/OR OCCUPIED
PRIOR TO THE APPROPRIATE INSPECTION. Beginning prior to obtaining a building permit and/or proceeding with construction
beyond the stage of a required inspection without approval constitutes Late Fee penalties, per Z-289 or the Carmel/Clay Zoning
Ordinance; 29.06,07, and 29.06.08.
BUILDING 9z CORE 5ERVICE5; CITY OF CARMEL One Civic Square; Carmel, IN 46032. Ph, (317) 571-2444.
I, the undersigned, certify that all of the above listed information is shown completely and accurately an the attached plot or site
plan(s), construction plans, and any other submitted documentation, submitted with the building permit application to the City of
Carmel J Clay Township Department of Community Services. I further certify that the joining of water supply piping shall be made with
lead-free solders and fluxes. Failure to comply will result in a replacement of the system. (Plumbing Code P-509-5) Under the
penalties of Perjury (Indiana Code 35-44-2-1), I also hereby affirm, under oath, that all of the information I have provided in the table
below is true and accurate, to the best of my knowledge and belief, and that I have not knowingly or intentionally provided or omitted
any information that would tend to hide, obscure, or otherwise mislead the Dept. of Community Services regarding the truth of the
matters addressed therein.
BASEMENT ist Floor 2° Floor ! 3 Front Rear Total Sq. TOTAL
(Finished and Floor Porch Porch or Ft. of
Unfinished) Sunroom Garages
W171 > -) 1 X, ? 14-?>
x- ? .551?
-,z - U?
DATE
5:Perm11T/FORM SfRESIDEN IAL PROCEDURES 2007 2 of 2
??? ? ' ` PC• 917.9 ?? +? ? '` r?'
" 25'U. D. & S.5. E.
9r U t
ti
r1 S.
5. J.
t 916.14 ,? '? -
D. >r-L7 J
914.94 r
915.39 '?'
25'U.o.&S.S
I
i ? o1-c16 •Dd fJ ? ~ ~?` ? '
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i ('JJ3 060'Z L)
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9
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0
The Schneider CWPW% loo
8901 rAy lreeuo
13jdwk Fort Harris=
InAlm hpdisas 46216-IM7
817-8a6-700
MI-820-7M O W
This Plot Plan Prepared For. Silverthome
Lot # 33 , containing 17,090 S.F.t, in
Aberdeen Mend SuUMsiart
Section # 1
INST. 200500056134
Book # 3. Page 1 739
Harniton County, My Tomahip
12745 TRAM LANE (50' R/W)
Carmel, IN 46032
Prepared Date: 05/23/07: By. KAG
Community Restdctlons:
Side Yard = N/A
Rear Yard 25'
Aggregate = 9
Zoning = S1
Silverthome Homes
Pad Made = 917.1 per plan
Pad Made + 1.0' = Garage FFE (916.1 )
Garage FFE + 0.5' - Residential FFE (918.6 )
Residential FFE - 10.0 = Basement FFE (908.6
Driveway Slope = Z6%
Note : The garage finished floor elevation Is
1.9' above the curb at the drive, per plan.
Ground Cover Calculations:
Drive =1,302SFf
Public Walk =215 SF+
Private Walk =441 SFt
Seeding = 7,686 SFt
Sad = 5,231 SFt , to the rear of home.
114
Homes
Note:
k4°eelnd This drawing is based on construction pions or record
IA,A &hShAeatme drawings, and is not based upon a field survey. The
0 -0 Schneider Corporation does not warrant the accuracy or
Oeoloq 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 immediatei)r, failing to do so results
in the contractors assumption of oll liability.
Plot Plan Legend
Proposed Grades
004.0 Existing Grades
Contour Grade
?k Approx. Lateral Location
s Sanitary Sewer Lines
R Storm Sewer Lines
V Water Service Lines
- - - - - - - Sub-Surface Drain Lines
41 Manhole (Sanitary ar Storm)
0 Beehive Inlet (Storm)
® Curb Inlet (Storm)
Q End Section (Storm)
;R Fire Hydrant
--- • e = - ... - Flow Lire of scale
Note: Sanitary Sewer
Top of Casting Information
Upstream Manhole, TC=916.60
Downstream Manhole, TC=915.60
per plan.
Note: The contractor Is to maintain a
minimum distance of ten feet (14°)
between the sanitary sewer and water
line laterals.
NOTE. CONTRACTOR SHALL CUT 5
OFF OF SANITARY LATERAL AND BEGIN
FROM THAT POINT AND CONNECT TO
HOUSE FOLLOWING PLOT PLAN.
42-
Note:
The boaanant alevatlo% depicted hereon, has been
based on the pad grades and/or contours token h
oenshuctlon plane for this subdivision. Unless state
about fluctuating water tobles, sod oonditkm or a
provided or stated on sold plans. This lot Is locate
water. Lot or sod conditions may require that the
droatlon be held 2 foot above normal pod demotic
hvatigation Tway be needed If water is enowlerei
e:oavatlon process or H other (mown water olovatiio
oonditlcns am present. nvwstlgatlon and any remed
at th e 4aantion of the tmilder to determine and t
steps of action. N any ground water is eneauntom
the bulder is encouraged to contact The Schneider
dieam poseWe couren of oct;Dn.
NOTE:
SUMP PUMP(S) TO BE PLACED
BY BUILDER AS NEEDED.
Detail of
LOT 33 waterr indl,
VB07.00742189 r-
u
o?o
0
Assumed North
Scofe : 1' = 30'
167.03'
I 4.0' i
PER i
_Ica- Y
t
cp
120'
301 r I
6-9 ' N A1W 115
adi
N j
m ?
4 7$.2'
23.
N
75.2'
-L 25.0
34.4'
----- -- ----- -----U-
r ? 9.3' 171 ?n
letermhed and
n the
no nformctkn
typos has been
now a body of
moment floor
site
during the
or sods
I procedures fe
to
9 Ground
tern for
late.
Note: Builder to ensure
positive drainage away from
structure(s).
oQ
07
---J
NOTE:
BUILDER IS CAUTIONED, CONSTRUCTION OF DRIVE
PERMITTED ONLY AFTER OBTAINING APPROVAL
FROM THE CONTROLLING MUNICIPALITY.
NOTE M THE REMSTIAL DISTRICTS LIMITING HEIGHT
TO TWENTY-FIVE (25) FEET, A DWELLING MAY BE
INCREASED IN HEIGHT TO THIRTY-FIVE (35) FEET
PROVIDED THE SIDE AND REAR YARDS ARE
INCREASED AN ADDITIONAL FOOT FOR EACH FOOT
SUCH STRUCTURE EXCEEDS TWENTY-FIVE (25) FEET IN
HEIGHT. PER CARMEL ZONING ORDINANCE 26.1.1.
a
TYPICAL SrWMZ _ -;
IYO. `i
50303
STATE OF
This drawing is not intended to be represented as a ratracement or
original boundary su my, a route survey, or a Surveyor Location Report.
FLOOD HAZARD STATEMENT
The accarocy of ony 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 desaribed land DOES NOT LIE within that special flood
hazard zone A as said land plats by scale on community-panel ¢ IBM 0205F of the flood
insurance rate moos for Cannel. IM fmaos dated rah- 19 9110.11
FLOOD HAZARD STAi
CERTIFICATION
?J
a
46
in
BUILDER
RE-SUBMITTAL
For Incomplete permit submittals
dame of Reviewer:
BUILDER NAME:
Contact #:`-I`
Project
C .rv-,C-
Lot & Subdivision:
Comme
eRe-Review Fed..-';, ?
F1
The 96ider Darmsuom
an Otis 1n1114
motan Fort HerriKn
brdlsespslls ]?diem 1e G-1.097
u7-sae-7tao
-1125-
Schneider 31'72D° Ed
Ws Plot Plat Prepared For, S1luertt wo Hanes
Lot # 33 , containing 17,090 STI, in
Aberdeen Bend SubdM"
& ..ft j 1
06R. / 200500066134 IN
Book 13, Page 1739 X00
U-26- f%-.. Cla Tx-6
Note:
howdoill This drawing Is based on constructkn plans or record
umdearps drawings, and is not based upon a field survey. The
&ddbotme
0 ,ly Schneider Corporation does not warrant the accuracy or
awning sufficiency of this information. Contractors should verify
misting conditions prior to any construction. Any
discrepancy found on this drawing should be reported to The
Schneider Corporation immediately, foling to do so results
in the contractors assumption of all liability.
11+2,7.4,.5 TRAM LANE ? (50" R/il) VT
Oellek LN 46= V
Prepared Date: 05/23/07: By KAG - - - - - -
Community Restrictions
Side Yard = N/A
Rear Yard = 25'
Aggregate = 30'
Zoning = S1
Saverthorne Homes
Pad Grade = 917.1 per plan
Pad Grade + 1.d - Garage FFE (918.1 )
Garage FFE + 17.5' = Residentlal FFE (918.6
Residartiol FIFE -10.7 - Basement FIFE (906.6
Driveway Slope = 26%
Note : The garage finished floor elevation Is
1.9' above the curb at the drive, per plan.
Ground Cover Calculations:
Drive -1,30SFt
Public Walk =441 SRI:
Private Walk =215 SF#
Seeding -7,912 SF#
Sod - 5,215 Sfd: , to the rear of home.
11
A'-
Note:
The basement elauctlen, deplded hmean, has been determined and
barrel w the pad grades and Jar owtoun talon from the
Grades
Grades conotnxlion plans for this slbdnielon. Mon stated, no information
drout Iuctuating eater tables, sot conditions. or sal types has been
Grade prartded or staled on said plane. 7hle lot Is located near a body of
aterd Location rater. Lot or sot conditions may require that the basement loos
Sewer Lhe9 elevallon be held 7 foot dbm normal pod slevatln Site
ewer Lines Imselonlm moy be needed If water Is encountered during the
rvtot Lines w4wootin procese or if other known eater demotion or sole
`ace Drain Lines croedldans are prwsaet hmUgcdm and any remedial p medYres is
(Sanitary or Storrn) at the dlscretl n of the bulder to deterrnlne and take appropdato
Wet Storm slaps of octlm If any grcund water Is sneanntered du* ex=rvatkri
t (Storm) the builder b encouraged to contact the Sdurdder Carporatlon to
tm (qfn ) discuss pose6le arouses of actiom
of Swale
Note: Sanitary Sewer
Top of Casting Information
Upstream Manhole, 70= 916.60
Downstream Manhole, TC=9150
per pion.
Note: The contractor Is to malntaln a
minimum dbtorrce of ten feet (10
between the sanitary sewer and water
line laterda
NOTE. CONTRACTOR SHALL CUT 5'
OFF OF SANITARY LATERAL AND BEGIN
FROM THAT POINT AND CONNECT TO
HOUSE FOLLOWNG PLOT PLAN.
NOTE:
SUMP PUMP(S) TO BE PLACED
BY BUILDER AS NEEDED.
LOT# 33
VB07.0074289
v?v
0
Assumed North
Scale : 1' = 30'
e ?
r ?At38 114
TC-915.60 j I 167.03'. 1a+
?' ? 915.60 i.8'
A 49.87'
?1 w
4-0
PER r I N 4 78.1'
Q ; C5 I oar
Tv? Le)
W v I as x 751 -?
r
1 I
-- n67'
L ? I
1 ? I
------ --------- i
r
k i
PQt RAN' f2.4' I t
u l 4Q4' - - - - ---------------
J4D A88 115 I 15' U&DE
¢ csp? ?0 ! 1
171.90' r
REVISON 91
MOVED HOUSE 6' TO AVOID
CRIVE IN EASEMENT
V807.0075334
OaX7I07 - KAG
NOTE: IN THE RESIDENTIAL DISTRICTS UNITING HEIGHT
TO,TWENTY- M (25) FEET, A DVEWNG MAY BE r
INCREASED IN HEIGK TO TtI1RrY-FIVE (35) FEET
PROVIDED THE SIDE AND REAR YARDS ARE TYPICAL SWALE =Irghl
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 as a retracement or
original boundary surrey, a route survey, or a Surveyor Location Report.
FLOOD HAZARD STATEMENT
The ocourocy of any flood hazard data shown on this plot plan is subject to map scde
uncertainty and to any other uncertainty in location or devotion on the referenced load
insurance rote map. ALL of the within descried land DOES NOT LIE within that special flood
hazard zone A as said land plots by stole aril community-pond 1180080 0205F of the flood
insurance rate maps for Carmel, IN (maps dated Feb. 19, 2003).
0
-
FLOOD HAZARD STAI
CERTIFICATION
Dotal of typical strains
Water flow Pattern for
Note: guider to ensure
positive drainage away from
structure(s).
No.
S0303
STATE OF