HomeMy WebLinkAbout07040155 Receipts/Permits
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CITY OF CARMEL
PERMIT RECEIPT ur
OPERATOR: vdolan
COpy # 1
See: Twp: Rng: Sub:B62 Blk: Lot:231
PARCEL ID ........: ZB62231
DATE ISSUED.......: 04/30/2007
RECEIPT #.........: 24934
REFERENCE ID # .... 07040155
SITE ADDRESS...... 1769 MILFORD ST
SUBDIVISION ......: VILLAGE OF WESTCLAY
CITY .............: CARMEL
IMPACT AREA ......:
OWNER ............: ERIC SPOHN
ADDRESS ..........: 13660 CHESTWICK BLVD
CITY/STATE/ZIP ...: CARMEL, IN 46032
RECEIVED FROM ....:
CONTRACTOR .......:
COMPANy....... ...:
ADDRESS ..........:
CITY/STATE/ZIP ...:
TELEPHONE .........
WOODALL CONSTRUCTION
LIC # WOODCON
WOODALL CONSTRUCTION SERVICES
P.O. BOX 807
ZIONSVILLE, IN 46077
(317) 574-1944
D UNIT
-------------
VITR FLAT RATE
Z\L FLAT RATE
LB FLAT RATE
LB+ FLAT RATE
3H FLAT RATE
FLAT RATE
FLAT RATE
LE SQUARE FEET
QUANTITY AMOUNT PD-TO-DT THIS REC NEW BAL
---------- ---------- ---------- ---------- ----------
1. 00 57.50 0.00 57.50 0.00
1. 00 57.50 0.00 57.50 0.00
1. 00 57.50 0.00 57.50 0.00
1. 00 57.50 0.00 57.50 0.00
1. 00 57.50 0.00 57.50 0.00
1. 00 1261.00 0.00 1261.00 0.00
1. 00 55.50 0.00 55.50 0.00
9,626.00 1366.60 0.00 1366.60 0.00
---------- ---------- ---------- ----------
2970.60 0.00 2970.60 0.00
ERMIT :
DF PAYMENT
AMOUNT
NUMBER
2970.60 8145
------------
------------
ECEIPT :
2970.60
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CITY OF CARMEL / CLAY TOWNSHIP
IMPROVEMENT LOCA nON PERMIT APPLICATION
For: Residential New Structures, Additions, Remodels, & Accessory Buildings
Permit #: 07040155
Date: 04/30/2007
EL ID #: ZB62231
,SUBDIVISION: 231 VILLAGE OF WESTCLAY
ESS OF CONSTRUCTION: 1769 MILFORD ST CARMEL, IN 46032
;hip?: Zoning: PUD Flood Zone: N
ERTY OWNER INFORMATION:
: ERIC SPOHN
3175710021 Fax #:
Address: 13660 CHESTWICK BLVD CARMEL, IN 46032
RACTOR INFORMATION:
: WOODALL CONSTRUCTION SERVICES
(317) 574-1944 Fax #: (317) 580-0903
Address: P.O. BOX 807 ZIONSVILLE, IN 46077
ler's Name: A R JACKSON PLUMBING, INC
; for Project: IPC
IT TYPE: RESSINGLE
Service by: CARMEL
. Service by: CTRWD
lation Type: BSMT
'actured Trusses: N
:Y
e Footage: 9626
Home:
Lot Split: N
Email: DWOODALLlNFO@ATT.NET
RESIDENTIAL SINGLE FAMILY DWEL
County Well Permit #:
County Septic Permit #:
Estimated Cost of Construction: $900000
Sump Pump: Y
Deck:
Early Release ILP: N
.1 Notes/Conditions:
.1 VILLAGE OF WESTCLAY, SINGLE FAMILY HOME
OTES'
permit is valid only if construction commences 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.
undersigned, agree that any construction, reconstruction, enlargement, relocation, or alteration of a structure, or any change in the use of land or structures
sled by this application will comply with, and COnf0t111to, all applicable laws of the State of Indiana, and the ~Zoning Ordinance of Carmel Indiana - 1993"
9) and amendments, adopted under authority of 1,e. 36-7 et seq, General Assembly of the State of Indiana, ilnd :lll Acts amendatory thereto_ I further certify
nly kitchen, bath, and floor drains afe connected to the sanitary sewer. I further certify that the construction will not be used or occupied until a
fieate of OccupanLyhas been issued by the Department of Community Services, Carmel, Indiana.
CANT NAME: DALE
WOODALL
LECTRICAL/METERB.
INAL 57.50
OOTING & UNDRSLB
EQ'D FOOT/UNDSLAB
:OUGH-IN
& REC. IMPACT FEE
IENTIAL CIO
E FAMILY DWELLING
57.50
57.50
57.50
57.50
1261.00
55.50
1366.60
1 of
1
CITY OF CARMEL
PERMIT RECEIPT
OPERATOR:
COPY #
plux
IpW
See: Twp: Rng: Sub:B62 Blk: Lot:231
PARCEL ID . .......: 2B62231
DATE ISSUED.......:
RECEIPT #.........:
REFERENCE ID # ....
SITE ADDRESS ......
SUBDIVISION ......:
CITy.... .. .. . . . ., :
IMPACT AREA......:
OWNER ............:
ADDRESS ..........:
CITY/STATE/ZIP ...:
RECEIVED FROM ....:
CONTRACTOR .......:
COMPANY ..........:
ADDRESS ..........:
CITY/STATE/ZIP ...:
TELEPHONE ... ......
ID
QUANTITY
UNIT
'CONN FLAT RATE 1.00
PERMIT :
OF PAYMENT
AMOUNT
04/23/2007
24865
07040154
1769 MILFORD ST
VILLAGE OF WESTCLAY
CARMEL
ERIC SPOHN
13660 CHESTWICK BLVD
CARMEL, IN 46032
WOODALL CONSTRUCTION
LIC # XUPGEXC
UPGRADE EXCAVATING
4960 E. 216TH ST.
NOBLESVILLE, IN 46060
AMOUNT PD-TO-DT THIS REC NEW BAL
---------- ---------- ---------- ----------
1310 .00 0 00 1310 .00 0 00
---------- ---------- ---------- ----------
1310. 00 O. 00 1310 .00 0 .00
RECEIPT :
1310.00
1310.00 8072
NUMBER
------------
------------
~)
/
CITY OF CARMEL / CIA Y TOWNSHIP
WATER / SEWER PERMIT / RECEIPT
Permit #: 07040154
Date: 04/23/2007
EL 10 #: ZB62231
SUBDIVISION: 231 VILLAGE OF WESTCLAY
ESS OF CONSTRUCTION: 1769 MILFORD ST CARMEL, IN 46032
ENT RECEIVED FROM:
WOODALL CONSTRUCTION
CHECK #: 8072
~ATOR INFORMATION:
UPGRADE EXCAVATING
Fax #:
Address: 4960 E. 216TH ST.
Expiration:
Email:
NOBLESVILLE, IN 46060
IT TYPE: USEWRWATR
SEWER/WATER PERMIT
II Notes/Conditions:
~31 VILLAGE OF WESTCLAY, WATER PERMIT
NOTES'
lilding & Sewer Shall be pve sewer pipe meeting ASTM specifications 3034 SDR 35 of latest revision; or vitrified clay pipe, meeting
I specifications C-700 for extra strength clay pipe of latest revision unless other materials are hereby permitted in writing. The sewer
Ie installed in accordance with ASTM 2321 for pve pipe and the Uniform Plumbing Code for the State of Indiana. All installations shall be
;1 compliance with pertinent City of Carmel ordinances. Back Water check valves shall be installed in accordance with City Code Section
:a), and sections P3008.1 and.2 of the International Residential Code. All building sewers shall be 6" diameter.
itallations shall be "ooen trench" insoected and 8ooroved bv the Carmel Sewer Deoartmcnt before any backfilline is done. Non-
iance may result in digging up the sewer installation and/or denial of future sewer pernlits andlor denial of water connections.
}ting or foundation drains or other sources of ground water or storm water shall be pennitted to enter the public sewer.
insDcctions should be reauested at (J 17) 57 I -2648 one to four hours in advance.
:pections or installations will be made on Saturday or Sunday or holidays unless arrangcments are made at least 24 hours in advance. All
ers or contractors installing sewcr (or water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. Ifany street
Ie Cllt. a senamte street cut nermit shall he nht::linecl.
CANT NAME: DALE WOODALL
ENT RECEIVED BY: ~(1YYy) ~
l.OO
: Residential
8742007
Regional Waste District
SANITARY SEWER PERMIT
INDIVIDUAL LOT I EXISTING BUILDINGS
Permit Type Final
Lift Station 19 Village of West Clay Station.
Treatment Plant MIX
Subdivision Village of West Clay 12002
Builder Dale Woodall
Parcel Acreage
Employees
Square Footage
Lot Number 231
Address Number 1769
Street Milford St
City Carmel
Zip Code 46032
County Hamilton
Interceptor Fee
EDU Fee
AppUcation Fee
Fees Due
Invoice Number
$1,650.00
$100.00
- --.-. - - _.. -- - .-
$1,750.00
:::ASE NOTE: Installation of building sewer shall be per the specifications of the Clay Township Regional Waste
trict (see reverse) and any conditions noted below. All installations shall be inspected by District personnel during
en trench" phase and before backfilling with stone to twelve inches above the' pipe, NO footing or foundation drains,
>ther sources of ground or stormwater, shall be permitted to enterthe District's sanitary sewer system. The District
assume no liability for drains which are below the grade level of the nearest downstream manhole nor for laterals
ch are extended beneath driveways or sidewalks. The permit holder (property owner, developer or builder) will be
ponsible for damages to the District's sewer system. This includes damages to manholes, castings, manhole lids
I the like; caused by construction activity on the building site which is the subject of this permit.
Jections by the District are MANDATORY and shall be arranged by contacting the District's office at 844-9200
hours in advance. All new construction will be placed on billing six months after connection has been made or when
er is connected, whichever comes first.
Up VWC-400 VWC-403. Down
G A
, building has a: Grease Trap No . Slab Foundation No Lid Elevation 891.51 ft 889.68 ft
Grit Interceptor No Crawl Space No First Floor Elevation 893.60 ft 893.60 ft
."Grinder Station No Basement Yes Basement Elevation 883.60 ft 883.60 ft
Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor I 2.091 3.921
lrdinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Plumbed with Grinder Pump
Installed
IVL.The District reserves the right to inspect all sUI"!1P pump connections to ensure no illegal conn~ctions have been made.
...:J.. Manholes shall remain accessible at all times. Buried manholes will be corrected by the Developer/Owner.
Conditional Permit Terms:
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
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 listed as certificate holder.
48 hours notice before work starts on manhole core drilling Of'cuts of active lines
All District fees will be paid in full.
Approval pending Districts review of plans.
Copies of approved permits from appropriate county or city agencies
",~\~NA. HA,j,o
No occupancy until further notification ~ \\, .~".o
. ~.
Fats, Oils and Grease Facilities will abide by District standar, " '0
.. ":l C.
g CTRWD 2
-a f:i
~?. ,,,,0/
~fGJnN~L 'Il~~
Printed Name
Approved By
Candy J. Feltner, Directo of Administration & Customer S
2/28/07
Permit Date 4/23/2007
Permit is valid for ONE-YEAR from the date issued. Permit valid only with CTRWD seal in red ink.
:'lnet SLJ~~yC)rs
Nest Carmel Drive, Carmel, IN 46032
17.844.3333 F 317.844.3383
www.seagroupllc.com
; PLOT PLAN WAS
PARED BASED ON
JRMA TION TAKEN FROM
ORD PLATS, SUBDIVISION
NS, RECORD DRAI'.1NGS
I PLANS PROVIDED BY
:NT, IT IS THE
PONSIBILlTY OF THE
ITRACTOR TO VlERIFY SITE
IDITIONS PRIOR TO
ISTRUCTION AND NOTIFY
SEA GROUP LLC and
NI'.1CK OF ANY
:REPANCIES.
A TION OF UTILITY
ERALS ON PLOT PLAN
GENERAL LOCATIONS
PLAN AND SHOULD BE
IFIED IN THE FIELD.
E:
.DER TO ENSURE POSITlVIE
W AWAY FROM
UCTlURE.
E:
IP TO BE PLACED BY
.DER AS NEEDED.
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,of
Grou
100.01 PROPOSED GRADE PER PLAN
- GROUND WATER FLOW
----- SANITARY SEWER LINE
-""-""- STORM SEWER UNE
-...-...- WATER LINE
---------------- EASEMENT LINE
- - - - BUILDING SETBACK UNE
Min Side 5 Feel or 8% L~t width <<>> B L. (10 6')
Min. Rear - 20 Feet \
Aca 18% of lot width @ ~ L (23 g')
MINIMUM SETBACKS
AREA OF WATER TAP TO BE
RESTORED TO ITS' ORIGINAL
CONDiTlON PRIOR TO
CONSTRUCTION.
ALL SERVICE LATERAL
CROSSINGS AT CURB ARE
STAMPED SS= SANITARY
SEI'.1ER SD= SUBSURFACE
DRAIN W= WATER
NOllE: TH'E INFORMATION
FOR THE 'ELEVATION
DIFFERENCE BETI'.1EEN THE
PRIMARY FINISHED FLOOR
ELEVATION TO THE TOP OF
BASEMENT WALL AND TO
THE BASEMENT FINISHED
FLOOR WAS PROVIDED BY
THE BUILDER.
DENOllES LOCATION PER
CONSTRUCTION PLAN
DRAI'.1NGS. CONFIRM BEFORE
CONSTRUCTION OF 6"
SANITARY LAllERAL AND
WATER SERVICE LINE.
NOTE: CONCREllE APRON TO
MATCH EXISTING ALLEY
EDGE OF PAVlEMENT
ELEVA TION
ALL MUD IN STREETS FROM
TRUCKS LEAVING LOT TO BE
CLEANED AT THE END OF
NOTE: PAD ELEVATION
SHOWN IS PER PLANS AND
IS NOT THE AS-BUILT
ELEVATION.
NOTE: BUILDER IS TO
GRADE SIDEYARD SWALE TO
GRADES SHOWN ON THIS
PLAN. IF BUILDER IS
UNABLE TO ACHIEVIE
POSITIVIE DRAINAGE AWAY
FROM PROPOSED
STRUCTlURE, THE ENGINEER
SHALL BE CONTACllED.
BUILDER IS NOT TO DEVIATE
FROM GRADES SHOWN ON
THIS PLAN I'.1THOUT THE
CONSENT OF BOTH THE
ENGINEER AND BRENI'.1CK.
LOCATION OF UTILITIES ON
PLOT PLAN ARE GENERAL
LOCATIONS PER PLAN AND
SHOULD BE VlERIFIED IN THE
FIELD.
NOllE: THE FINISHED EACH DAY.
FLOOR ELEVATIONS AND
PAD GRADES DEPICTED ON SILT FENCE TO BE USED
THIS PLOT PLAN IS OPEN WHERE NEEDED TO KEEP
FOR REVIEW BY BRENI'.1CK MUD OFF OF STREETS AND
DEVlELOPMENT. THE BUILDER OUT OF STORM SEI'.1ERS.
IS CAUTIONED THAT SAID
INFORMATION IS SUBJECT AREA OF WAllER TAP TO BE
TO CHANGE. BACKFILLED I'.1TH GRANULAR
MATERIAL TO I'.1THIN 10" OF
TOP OF CURB.
GRANULAR BACKFILL
SUGGESllED UNDER
DRIVlEWAY AT SANITARY
SEI'.1ER LA llERAL TRENCH,
WAllER LINE TRENCH AND
ANY OTHER EXCAVATED
AREAS. (IF SITlUA TION
OCCURS)
NOTE: (SECONDARY AREAS
- I'.1ESTCLA Y) MAX. HEIGHT:
35' ON LOTS 100' AND
LARGER (TO EVIE LINE) 30'
ON LESS THAN 100' MAX.
COVlERAGE: SOli:
~
'"
ro
ro
NOllE: (PRIMARY AREAS -
I'.1ESTCLAY) MAX. HEIGHT:
~ 30' BUILD-UP LINE: 2
~ O\)ll STORIES MAX. COVlERAGE:
i1i ~ Chi\) SOli:
;E~~ ~ t- - -- - - - - - - -- - ~2~'~:: - - - - - - - - - - - t -- - - - - - - ---
Per Plan
SAN SAN SAN SA SAN
~"E Sonitory I
188981 207.87' ~M St,e<02)
[ 12 S' DU&:SE k-S8505 I
135'148' Per Plan I
189~1 YN/ ~,-.;-t--;0-:-;,---I189111-----------------------i~(
25.0' 583'i--i-- 2067' t-.r-.85O' I
~~ ~~ _ I <D
-- -"0 ~- - - - I g; I
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PROPOSEO ~ III
FRM &: J.lSY
RESIDENCE I
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LOT# 231
27,663 S.F,
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GARAGE
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39.33'
35.1'
g~I~' 30.0'
~ 4.07'
I~~
z 3)
i1i ~\)'" (\
Sanitary n..\':J
St,.( 400) , I" \
Tc~ "V
Per PIon
890.6
206.19'
1 884.81ME
\\\'\11111/11',,1.
,$"''C~~!9...~/l''~
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~rty Description: :: * ~ LS20200083 1 * :
- . . ..
Imber 231 Village of Westclay, Section 12002-8, an Addition in Hamilton County, 'i ..... STATE or .f ~
:I., as per plat thereof recorded as Instrument Number 200500042566 found in ~ ('... .'~:::
~ -1.... INDIAl\~""<:J ;:;0
fice of the Recorder of Hamilton County, Indiana. ~ -to............\.'" ~
~"1. SUR'-l \\"....
~/"'I/lII\1"\\
Prepared For: ~~
PLOT PLAN Woodall Construction
,. 1"=30' I Drown by: DJR Residence
April 10, 2007 IRevised: 1769 Milford Street