HomeMy WebLinkAbout07070076 Receipts/Permits
Item
1 of
CITY OF CARMEL ~
PERMIT RECEIPWI
1
OPERATOR:
COPY #
I
vdolan
1
Sec:29 Twp:18 Rng:03 Sub:B62 Blk:6002 Lot:982
PARCEL ID ........: ZB62982
DATE ISSUED.......: 07/17/2007
RECEIPT #. . . . . . . . .: 25773
REFERENCE ID # .... 07070076
SITE ADDRESS...... 2520 WOODLEY ST
SUBDIVISION ......: VILLAGE OF WESTCLAY
CITY .............: CARMEL
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 # RYLAHOM
RYLAND HOMES
9025 N RIVER RD #100
INDIANAPOLIS, IN 46240
(317) 846-4200
FEE ID UNIT QUANTITY AMOUNT PD-TO-DT
--------~- ------------- ---------- ---------- ----------
IRESELEMTR FLAT RATE 1. 00 57.50 0.00
IRESFINAL FLAT RATE 1. 00 57.50 0.00
IRESFTSLB FLAT RATE 1. 00 57.50 0.00
IRESFTSLB+ FLAT RATE 1. 00 57.50 0.00
IRESROUGH FLAT RATE 1. 00 57.50 0.00
PRIF FLAT RATE 1. 00 1261.00 0.00
RESC/O FLAT RATE 1. 00 55.50 0.00
RESSINGLE SQUARE FEET 5,992.00 1003.20 0.00
---------- ----------
TOTAL PERMIT : 2607.20 0.00
METHOD OF PAYMENT
AMOUNT
NUMBER
CHECK
TOTAL RECEIPT :
2607.20
13413
---~~-------
------------
2607.20
THIS REC
57.50
57.50
57.50
57.50
57.50
1261.00
55.50
1003.20
2607.20
NEW BAL
,
-- -- -1 0 ~ 00
:0.00
10.00
,0.00
'0.00
10.00
0.00
,0.00
,
----------
10.00
,
I
CITY OF CARMEL / CLAY TOWNSHIP
IMPROVEMENT LOCATION PERMIT APPUCA TION
For: Residential New Structures, Additiom, Remode/s, & Accessory Buildings
Permit #: 07070076
Date: 07/17/2007
PARCEL ID #: ZB62982
LOT & SUBDIVISION: 982 VILLAGE OF WESTCLA Y
ADDRESS OF CONSTRUCTION: 2520 WOODLEY ST
Township?: 18 Zoning: PUD
CARMEL, IN 46032
Flood Zone: N
Lot Split: N
PROPERTY OWNER INFORMATION:
Name: RYLAND HOMES
Ph, #: 3178462962 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 N RIVER RD #100 INDIANAPOLIS, IN 46240
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
RESIDENTIAL SINGLE FAMILY DWEL
Porch: Y
County Well Permit #:
County Septic Permit #:
Estimated Cost of Construction: $330000
Sump Pump: Y
Deck:
Square Footage: 5992
Model Home:
Early Release ILP: N
Special Notes/Conditions:
LOT 982 VILLAGE OF WESTCLAY, SINGLE FAMILY HOME
. NO NOTES'
I
This permit is valid only if construction commences within one (1) year of the date of issuance of the State Commercial Design Release. All construc~ion
must be completed (CIO issued) within two (2) yearsof the issuance date. I
1, the undersigned, agree that any construction, reconstruction, enlargement, re!ocatlOll, or alteratIOn of a structure, or any change in the use oC land or struct.ures
requested by this application wlll comply with, and confonn to, all applicable laws of the State of Indiana, and the "Zoning Ordinance of Carmel Indiana -I993~
(Z-289) and amendments, adopted under authority of l.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 I
Certjficate of Occupancy has been issued by the Department of Community Services, Carmel, Indiana, I
APPLICANT NAME: R.L.
FEES:
RES ELECTRICAL/METERB.
RES FINAL 57.50
RES FOOTING & UNDRSLB
2ND REQ'D FOOT/UNDSLAB
RES ROUGH-IN
PARK & REC. IMPACT FEE
RESIDENTIAL C/O
SINGLE FAMILY DWELLING
GROCE
57.50
57.50
57.50
57.50
1261.00
55.50
1003.20
Item
1 of
1
CITY OF CARMEL
PERMIT RECEIPT
OPERATOR:
COPY #
llUX~
Sec:29 Twp:18 Rng:03 Sub:B62 Blk:6002 Lot:982
PARCEL ID ........: ZB62982
DATE ISSUED.......: 07/10/2007
RECEIPT #.........: 25706
REFERENCE ID # .... 07070077
SITE ADDRESS ...... 2520 WOODLEY ST
SUBDIVISION ......: VILLAGE OF WESTCLAY
CITY .............: CARMEL
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
LIC # XA-1SUP
A-1 SUPERIOR EXCAVATING
3143 ROSEWAY DR
INDIANAPOLIS, IN 46226
(317) 898-0767
FEE ID UNIT QUANTITY
AMOUNT PD-TO-DT
THIS REC
USFWATCONN FLAT RATE
UWATERTAP FLAT RATE
TOTAL PERMIT :
METHOD OF PAYMENT
CHECK
CHECK
TOTAL RECEIPT
1. 00
1. 00
1310.00 0.00
86.00 0.00
1310.00
86.00
AMOUNT
1396.00 0.00 1396.00
NUMBER
1310.00
86.00
13366
13391
----------~-
------------
1396.00
I
__~:~1~~~_
10.00
,0.00
-----1"----
10.00
CITY OF CARMEL / CLAY TOWNSHIP
WATER / SEWER PERMIT / RECEIPT
Permit #: 07070077
Date: 07/10/2007
PARCEL ID #: ZB62982
LOT & SUBDIVISION: 982 VILLAGE OF WESTCLAY
ADDRESS OF CONSTRUCTION: 2520 WOODLEY ST CARMEL, IN 46032
PAYMENT RECEIVED FROM:
Name: RH OF INDIANA
CHECK #: 13391
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 ; SEWERIWATER PERMIT
Special Notes/Conditions:
LOT 982 VILLAGE OF WESTCLAY, WATER PERMIT
. NO NOTES'
I
The building & Sewer Shall be pve sewer pipe meeting ASTM specifications 3034 SDR 35 of latest revision; or vitrified clay pipe, meeting I
ASTM specifications C-700 for extra strength clay pipe of latest revision unless other materials arc hereby permitted in writing. The sewer I
shall be installed in accordance with ASTM 2321 for pve pipe and the Uniform Plumbing Code for the State of Indiana. All installations sha1,I be
in strict compliance with pertinent City ofCarmd ordinances. Back Water check valves shall be installed in accordance \vith Cily Code Section
9-122(a), and sections P3008.1 and.2 oCthe International Residential Code. All building sewers shall be 6" diameter. :
All installations shall be "ooen trench" inspected and aoproved bv the Carmel Sewer Deoartment before anv backfillinQ. is done. NonR
compliance may result in digging up the seVier installation and/or denial of future seVier 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.
I
I
No inspections or installations \vill be made on Saturday or Sunday or holidays unless arrangements are made at least 24 hours in advance. All
plumbers or con1ractors installing sewer (or water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. lfany stfeet
mllst he Cllt. 8 Sen8nlte street Cllt nerrnit shall he ohtained. :
Sewer insncctions should be requested at (317) 571-2648 one to four hours in advance.
APPLICANT NAME: R.L.
~ROCE
1 am ,>fyj/
PAYMENT RECEIVED BY:
FEES:
$1,39600
Permit Type Final
Lift Station 19 Village of West Clay Station
TreatmentPlant MIX
Subdivision Village of Wesi Clay
Section Number 6002
Builder Ryland Homes
Parcel Acreage
Employees
Square Footage
SF Residential
5aaU02007
Invoice Number'
Regional Waste District
SANITARY SEWER PERMIT
INDiViDUAL LOT / EXISTING BUILDINGS
Lot Number 982
Address Number 2520
Street Woodley St
City Carmel.
Zip Code 46032
County Hamilton
"PlanReview and Inspection' ~
Application Fee
EDU Fee
Interceptor 'Fee
Fees Due
i ~ --~
$100.00
$1,650.00
, ,
$1,750.00
PLEASE NOTE: Installation of building sewer shall be per the specifications of the Clay Township Regional Wastk
District (see reverse) and any conditions noted below, All installations shall be inspected by District personnel dufing
"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 ,stormw?ter, shall be permitted to enter the District's sanitary sewer system. The Dis,trict
will assume no liability for drains which are below the grade level of the nearest downstream manhole nor for laterals
whichare,extended beneath driveways or sidewalks. The permit holder (property owner; developer or builder) will be
responsible "for damages to the District's sewer system, This:includesdamages to manh'oles, castings, manhole lids
and the.like; caused bY construction activity on the.building sitewhich is the subject of this permit .
Inspections by the District are MANDATORY and shall be arranged by contacting the District's office.at844"9200
24 hours in advance. All new construction wiil be placed on billing six months' after connection has been made or whe~
water is connected, whichever comes .first
The building has a: Grease Trap No
Grit Interceptor No
Grinder Station No
Slab Foundation No
Crawl Space No
Basement Yes
,
Up VWC-138W VWC-109W Down
Lid'Elevation 907,54 ft 905.86Jt
First Floor Elevation 908.90 ft 908.90 ft
898,90 Ii
898.90'ft
"-'1
3.041
BasementElevation
Calculation is based o,n both Manh9/e Lid Elevations and th~ elevation of.the First Floor
l~i:3'6]
Per Ordinance 9"13-99 and'.the elevations provided, the substructure shall be plumbed by: xPlumbed with Grinder Pump
Installed
a The Distritt'res8rVes therighUo inspect. all sump pump connection~to ensure no ilIeg~1 connections have _been made.
/?c::. 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 Occuparlcy No
Fats, qils,& Grease No
Manhole Gore
Builder / Owner Signature
Printed Name
Approved By
Two sets of.:plans showin,g at.least'.one sanitarymanholeandJbp of casting"elevatiorj
NO CONNECTION to ,the sewer until further notification.
Certificate of Insurance must be on file with CTRWD Iistedas'certificale holder.
48 hours"notice before'"work starts'on rilanhole core drilling or cuts, of active lines
All Dislrict fees wil.1 be,paid in.full.
Approval pending Districts review 6f,plans.
Cop,ies of;apP.'rovedpermits"tfom appropriate county or city agencies 'AN' \
~\\\\l' "01{44;,
No occupancy untilJurther,notiflcation ......~~'\) r.-o~
Fats, OHs~and'_Grease Facilities will abide by Districtstandards ~- I b
p C.,..,:"~ll'.l ~
?< I i'/:,~l!"i ....
~ i~ r{/. -:
"'- ,-
,'1-: : ",f:?
7,0~ ~~....
eli/ONAl 'c'I.\Sf<. I
pecification-s'and.agree'to accept responsibility for ai'i,work done under this permit
4/r--PhoneNumber
C'
Permit Date 7/10/2007
(
Candy J. Fellner, Direc orot Admitiislration & Cusldiner Se ice
. Revised 4/26/07
Permitis.valid for ONE:YEAR fromlhe date issued, Permit valid onl~ with CTRWD seai in red ink,
.
~.,.
ScMeider
The Schneider Corporation
6901 0t.iJ A.venue
Historic fort Harrison
IndianapoJiJ. Indiana l6216-10iI1
311-826-1100
311-826-1200 FAX
."rInC
SurTOJlDg
Landacape Architecture
GIS'IlS
CeoloC'
Note:
This drawing is based on construction plans or record
drawings, and is not based upoo 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 foond on this drawing shoold be reported to
The Schneider Corporation immediately; failing to do so
results in the contractors assumption of 011 liability.
Plot Plan Legend
This Plot Plan Prepared For: R.H. of Indiana []iQQ]J Proposed Grades
Lot # 982 , containing 8,506 S.F.:!:, in 000.0 Existing Grades
VIllage of Westclay ___000.0- Contour Grade .
Seetl # 6002 * Approx. Lateral Locohon
on _ . _ Sanltory Sewer Lines
INSlR. # 200500080673 -IT - Storm Sewer Lines
PC 3 SUDE 791 - ~ - Water Ser~ce Lines .
n't Cou t - - - - - - - Sub-Surface Drain Lines
Ham on n:y, Clay Twp . Manhole (Sanitary or Storm)
See 19, TlaN, ROJE . Beehive Inlet (Storm)
2520 Woodley Street (45'R ^'" IIllI Curb Inle~ (Storm)
f"J D End Section (Storm)
Cormel, IN 46074 ..... Fire Hj<lront
Prepared Oote: 06/28/07: By: AMA - 000 - 000 - Flow Line of swole
Proposed Buyer(s): Paul & _ _ _ _ ~ ~~:~~~ntinL~n~BL / BSL)
Cher0 Leamon
Community Restrictions:
Side Yard = 5' MIN (ONE SIDE)
Reor Yard = N/A
Aggregate = 20% LOT Vo1DTlI, MIN. 5' DNE SlOE
Zoning = 51
Ground Cover Calculations:
Drive = Bl0 SFt
Public Walk = I.D02 SFt
Private Woik = 42 SFf
Hj<lroseeding =N/A SFf
Sod = 594 SYf, entire yard.
R,H. of Indiana
Finished Floor Elevation Information
TBM at lace of curb=904.4
TBM at 0Iley=gD6.5
Proposed Grode at Swole=9DS.9, high side
Garage FFE at weotherlip=9DB.9-2.54=906.36
Residential FFE=905.9+3.D=9DB.9
Bosemenl FFE=908.9-1O.0=89B.9
Note: (secondary creas -
Westcloy) Max. height: 35' on
lots 1DO' and larger (to eve line)
30' on less than 100' Max.
coverage: 50%
Note: (primary areas - Westcloy)
Max. height: 30'
Build-up line: 2 stories
Max. coverage: 50%
Area of water top to be restored
to its' original condition prior to
construction.
FLOOD HAZARD STATEMENT
CERllFICA llON
Note: Sanitory Sewer
Top of Casting Information
Upstream Manhole, TC= 907.54
Downstream Manhole. TC=905.86
per record drawing
Granular bock fill suggested
under driveway at sanitary
sewer lateral trench, water line
trench and any other excavated
areas. (If situation occurs)
Location of utilities on plat pion
are general locations per plan and
should be verified in the field.
All service laterals
crossing at curb are
stamped:
SA= Sanitary Sewer
SS= Subsurface Drain
W= Water
Pad elevation shown is per plans
and is not the as-built
elevation.
~
~
=Ji:5.=
~
Assumed North
Scale: 1. = 30'
BASEMENT NOTE
The basement elevation, depicted hereon. has been
determined and based on the pad grades and/or contours
taken from the construction plans for this subdivision.
Unless stated, no information about f1uetuatingwater
tables, soil conditions, or soil types has been provided or
stated on said plans. This lot is located near 0 body of
water. Lot or soil conditions may require that the
basement floor elevation be held two feet (2' -D") above
normal pool elevation. Site investigation may be needed if
woter is encountered during the excavation process or if
other known water elevatiOll or soils conditions ore
present. Investigation and any remedial procedures. ore_at
the discretion of the builder to determine and toke
appropriate steps of action. If any ground water is
encountered during the excavation the builder is
encouraged to contact The Schneider Corporation to
discuss possible courses of aetion.
Nate: Sump pump(s) to be
placed by builder 'as needed.
I
Nate: BuHder to ensure
positive drainage ~way from
structure(s).
Sidewalk to be plbced
flush from property line,
5.5' from bock of curb.
per plan.
Vb07.0076279
Lot # 982
W'i~
06.95
37.2
131.2'
'0
o
I~
m -.
",'2, ~
Q) 6.6' .;~t - ,
on
=
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1n
~
~
THCllNTON D
FRlI&lISY
RESIDENCE
SCREEN
POROl
28.29
BSllNT
\1\\1\\\\\\1111/11/11/1//1.
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~ ~ ............. :1't0~~
ff ~..{G\SNTc.lT~...."...c%
~~ /~ 0 O....;<>~
, ( S0303 ) I
% ,STATE OF .:' ~
~ (""'" ..' ~
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~ 7'm .............. C"" ~
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n-:- l , W()
This drawing is not ,L:ded t~ b: represented os 0
retracement or original boundary survey, 0 route survey,
or 0 Suveryor Location Report.
Flood Hazard Statement: The accuracy of any flood hazard data shown on this report 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 described land DOES NOT lie within that special flood hazard
zone AE as said land plots by scale on flood insurance rate map #1800810205 F for the City of
Carmel, Indiana dated February 19, 2003.
Note:
The contractor is to mointaln a minimum
distance of ten feet (10') between the
sanitary sewer and water line laterals.
4:1Qp ~ ~l ~t
~
TYPICAL SWALE SECTION
The information for the elevation
difference between the primary
finished floor elevation to the
top of basement wall and to
the basement finished floor was
provided by the client.
Area of water top to be
bock filled with granular
material to within lO-
af top of curb.
~
CHAlRBACK URB
1B~
25.D' C904.43) ElIV=904.4
Br WOODLEY STREET
903.88
PER RECOOO
IlRAYI1NG
jEl104'00 (90435)<
PER RECOOO . J?
YI1NG 111_
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Note: Per Carmel zoning ordinance 26.1.1 ! The
residential district limits height to twenty-five
feet (25'). however a dwelling may be incr~ased
in height ta thirty-fi", feet (35') pro~d,d [the
side and reor yards ore increased on odditional
ane foot (1') for each one foat (1') the
structure exceeds the first twenty-five feet
(25') In height.
~GNA nJRE :
OATE:
~GNA lURE REPRESENTS CON~R~A nON OF RECEIPT OF PLOT PLAN BY CUSTOMER.