HomeMy WebLinkAbout07120054 ReceiptCITY OF CARMEL
Item 1 of 1 PERMIT RECEIPT OPERATOR: vdclan
COPY # 1
Sec:20 Twp:18 Rng:3 Sub:LIN Blk:l Lot:13
PARCEL ID ........: ZLIN13
DATE ISSUED.......: 12/13/2007
RECEIPT #...... : 26993
REFERENCE ID # ...: 07120053
SITE ADDRESS .....: 14228 MURPHY CIR E
SUBDIVISION ......: LINCOLNSHIRE
CITY .............: WESTFIELD
IMPACT AREA .......
OWNER ............: ESTRIDGE GROUP
ADDRESS ..........: 14300 CLAY TERRACE BLVD
CITY/STATE/ZIP ...: CARMEL, IN 46032
RECEIVED FROM ....: ESTRIDGE GROUP
CONTRACTOR. .......: LTC # XLUNACON
COMPANY ..........: LUNAR CONSTRUCTION
ADDRESS ..........: 8121 E. 274TH STREET
CITY/STATE/ZIP ...: ARCADIA, IN 46030
TELEPHONE ......... (317) 281-2229
FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW BAL
---------- ------------- ---------- ---------- ---------- ---- ----------
USFWATCONN FLAT RATE 1.00 1396.00 0.00 1396.00 0.00
---------- ---------- ---------- ----------
TOTAL PERMIT 1396.00 0.00 1396.00 0.00
METHOD OF PAYMENT AMOUNT NUM2ER
----------------- ------------ ------------------
CHECK 1396.00 0169=8
TOTAL RECEIPT 1396.00
`CITY OF CARMEL /CLAY TOWNSHIP
WATER / SEWER PERMIT /RECEIPT
-?AOIpN?'
PARCEL ID #: ZLIN13
LOT & SUBDIVISION: 13 LINCOLNSHIRE
ADDRESS OF CONSTRUCTION: 14228 MURPHY CIR E WESTFIELD, IN 46074
PAYMENT RECEIVED FROM:
Name: ESTRIDGE GROUP
CHECK #: 016948
EXCAVATOR INFORMATION:
Name: LUNAR CONSTRUCTION
Ph. #:_ (317) 2B1-2225 Fax M Email:
Street Address: 8121 E 274TH STREET ARCADIA, IN 46030
Bond Expiration:
PERMIT TYPE: USEWRWATR ; SEWERIVVATER PERMIT
Permit #: 07120053
Date: 12/1312007
NOLML,onUltions:
LOT 13 LINCOLNSHIRE, WATER PERMIT
`NO NOTES
The buildine % Sewer Shall be pvc. sewer pipe meeting ASTM speei Citations 3034 SDR 35 of latest revision, or vitrified clan pipe. meeting]
ASTM s=pecifications C-700 for extra strength clay pipe o("latesi rwksion unless ocher materials are hereby permitted in writing. The sewer
shall be installed in accordance with AS TM 2321 for pvc pipe and the Unii'orm Plumbing Code fur the State of Indiana. All installations shall be
ha strict compliance with pertinent City of Carmel ordiiaances. Back Water check vak cs shall be installed in accordance with City Code Section
9-122(a). and sections P300& I and .2 of the International Rc i6ential Cude_ All building servers shall be 6-` diameter.
All instillation -hal! be -open trench" inspected and approved by the Carmel Sewer Dcnartment before arty backfillin- is Lone. Non-
compliance may result in digging up the sewer installation and/or denial of future seiner permits and(or denial ofwatcr connections.
No rootine or foundation drains or olhcr sources of ground water or storm water shall be pennicted to enter the public sewer.
Sewcr inspections should he requested at (317) 571-2648 one to four hours in advance.
No inspectnns or installations will be made on Saturday or Sunday or holidays unless arrangements arc made at least 24 hours in advance. All
plumbers or con€ractors installing sewer (or water) lines shall have a plumbers. bond posted with the CITY ENGINEER'S OFFICE If any street
most. be an. a scnarale :veer cut nermir. shall hr, ohmined.
APPLICANT NAME: RUBEN HINNERS
PAYMENT RECEIVED BY:
FEES:
$1,396.00
Residential ,S'AMTARY SEINER:.FERMIT
00734, INDIVIDUAL'LOT 1 1,XISTING_BUIL'DING.S
Permit,Type Final" Lot Number
Subdivision Lincolnshire;
Section Number
--
--------------------------
Lift-Station
__
__ 23126th Street Station
- _
_-- -
Treatment'Plant -
mix
-----------------
- ---
Builder - -
-- -- Estridge Group
Phone Number. 31;769-13,510
Parcel Acreage
AddressAumber
Address 2
33
1_azza;-
Street - -----------
Circle•E
----------
'-
City
City - Westf eld
Zl Code 46074
County Hamilton
ioca!'SewerCharge = - -
----
Plan tteview and. Inspection.
Application Fee, $100,00
- ---.-- - ---
EDU Fee $;1,650.00
?'- - ---- - -- --------- --
EDUin`Gallons; - --3-1,0
Invoice Number:
---------------
PLEASE NOTE: Installation of'buildinq'sewershall be pent
twelve:
drains, ;orothersources',of`ground or
District will.assume no liability for &a
Irtercep'tct F06
--
Fees Due' $9,750.00
ins
e
laterals.which'are extended' beneath driveways or sidewalks The,permit•holder (property owner, developer, or builder)
will be responsible for d'amages1o the Districrs'sewer system. This includes clam age8ia manholes, castings,.
manhole lids=and-the lik1 , cause&by construction activlfy:on the^building^site which rs thesutject of this?permi . i
Inspections by, the`Districtare,MANDATORY and;shall'be'arranged'by^contacflngAhe District's office at _644-9200,
24'hours in advance. Allgnew construction wilt,be placed,on;billing six months after connection hasgeen made orl
when water'is.connected, whichever'comes'first.
the building has: l1SMH .44PH-9 MPH-s D SMH
Grease'TraP No Slab Foundation No Lid Elevation
.---_---- - ,_ 914.35-ft 9131 fl
W__- - -- ------
Grit Interceptor No' Crawi'Space - No First Floor:Elevation 91620,ft, 916200
Grinder Station No Basement Yes Basement Elevation 905.20 It 906,:20 ft
- Galculabon is based on both Marihole Lid Elevations and ffie elevation of the First,Floor . V1 85 3.:101
inance-9;13.-99'and,the!elevations,provihed the substructure; shall be 'plumbed by_--. Ejector Pump
The DIs1rict?reserves the riglit to inspect allsump p lrip'connections'to'ensure no illegal conriecGons`have"been;niadi?.
Manholes shall remainaccessible;at all times. Buried;manhdles will bezorrected by the,lDeveleperlowner.
ns,have`been met Connectiori'to fhe sanitary`seweris'now,
CTR'?D.
By :signing below, I attest that Iam,famdiar, with the Dis•,ncI spe iFcations:and agree tvaccepttresponsitidity br-all. work done urrtle_ r this,
Bi$de,r_lOwner 'Signature f• jY ( Phone;,Number
Pri_rlerl Name; L-- 1r v
Approved" Permit-6ate ,12113!?007
ean -Itr+eF??e?:h'r c'?7r Hirnl N-Cuslvmer 5erviieY '
Revised 7126101 .Permit;is'valitl;ior dNE-YEAR'from the date, issued. Permit valid only with GTRWQ seal in red ink..
SUMMARY'OF L'ATERAL,INSTALLATION REQUIREMENTS
1. A(Lhousos buildings,, etc.. ghall.connect to the DistncFs _sanitary sewer system within 90-days of notice providing:a
sewer is.within.300 feet-forHailton Comity 0(10 0;1eet for Boone County of.i:6 property line. Only one building may
connect to the sewer,inain,per,laferafunless otherwi§e.approved oyttie District.
7 'No foundation,arotherstorm water_.diains 9hall'6e interconhected'to the sewer-lateral installed and connected to
the Distriers sanitary;sewer. 4
3: The existing. sewer iineftom the building to
addition,; patio, porch or paved driveway. 'Airt
shall bear thelcost,,cf.all,testing..'The,Distdct.I
be used _ifit`is located under,a building,
icceptable?for re-use. The=property owner
4`. The ownerorcontractoir-shall'notify"the District,pner`to "covering' the installed-lateral so,that'the,District<can,make an
inspection to determine compliance`witti the District's sewer usesorrlinanee. Such notification shall be made!24.hours,
poor to;tlie need for the inspedtior?. Iftlieinspection fails'and a^second`inspection is required; or contractor is not on
site for scheduled inspection,-orfailsao cancelanspection; an additional fee of $100r00 will be,due. This;mustbe'paid
priorto the time ofthe follow. up inspection.
5 Property owners are.hemby,advised,that`the Eounfy Board of Health:regulates,the,operation and maintenance of
private sewage,disposal (septic) systems.: The Ceunty!Ordinance provides Inpartthat, upon;conneciion,to a public
sewer'a,sephc tank" shall.be?abandoned (pumped.clean) and filled completelywlh"earthen material or stone in .a
safeandsanitary'manner. Please contact theappropriateCountyBoard.altiealth=forfurther.informationandito:notify
the departinent'of;the abandonment.
6. Acceptable Pipe Maitbrials
PVC"PIPE SDR`36 or'SDR-26; ASTM;D3034; SIX INCH PIPE
PVC PRESSURE,RATED;P..IPEy SDR 21, ASTM;D2241;,.SIX INCH:PIPE
RESTR'AINED,JOINT PVC PIPE6(DIRECTIUflNAL DRILL):.Y,elamine' SRD'21',t
ASiM".D2241, SIX' INCH PIPE [use only'perrapproyal of, the, Districf_Englneer)
GASKETED JOINTS: ASTM-03212
GASKETS' ASTM.F477
FITTINGS SDR:26 or better (NO fernco's,allow&*
DUCTILE IRON MECHANICAL COUP.LINGWTH PROPER FITTINGS
PRIVATE-GRINDER PUMPS,ACCEPTABLE:PIPE MATERIAL:
HDPE,DR11'with)Compression Fittings, Mechanlcator Electrofused Joints
CLEAN OUTS Td BE LOCATED,NQ MORE THAN THREE FEET FROM THE
FOUNDATIQN,'AND FOR GRAVITY LATERALS NO MORE'THAN 100 FEET APART
7 Bedding Use Number 8'crushed.stone or Number 8 fractured face aggregate. Number :8 stone backfll material'is to.
-
be placed from 6 inches,,elowto 12"inch"es above_ the pipe, The tiench'sfiould' be+a' ntiiiimum of 18'mches wide (six
incFies botti sides of the pipe)
8 Laterals shall be installed no closer than 20, feet from water:wellsunless PVC prl,ssure,grade pipe is used meefing
SDR 21 and ASTM D2241 Any proposed., instal lation:requiring pressure pipe shall be;reviewed and accepted 6y,the
nicfnrk 3" VH fha hiclkM'e..anni'ncoF nrinr,tn 1,44 lnYinn
9 Wheib,a tranpsdio9n is made between SDR,,35,pipe a ndpr'essure.gi?ade SDR,21,pipe; a ductile iron gasKeted
mechanical cou lin 'shall b'e used _
conditions'in item #3`ab6ve are°met; No glued `p,ipe
11. Add 6 nal'information on blstrfct,standards andapecifications maymbe obtained from the,Distnces office du ing,
buslneswriours of 8 00a.m. to 4:30 p.m. Monday through-Friday: All District standards can be.located on;eurweb!site
at. http:iAwww:ctrwd.org/.
Clay'Township Regional Waste.District 19701 College Avenue.-:Suite`A Indianapolis Indiana 46280
12. Septic.efFluent`shail not b6lpumped_out into the sanitary seweraystern
13. Th'e0istricfshall in'spect'ALL lateral's. Please call.thia DistricboM66 at 844..9200 24"hours prior,to time of
14:.Contracters shall lay 14-gauge-solid wine lne:enlire length ofithe,lateral. Wrre,::islto b'e,plaoed on top of the lateral.
The, Disirictiinspector'will verify,placementof+the wire Affe inspection, bedding is,t I o;be placed.oh top:
15. Call before'you dig..IUPPS`l-800.382-5544: 48`hoiurs•pri6r to digging.
Ravised 1=99
'CONSULTING ENGINEERS
L A N D S U R V E Y 0 R 5
7965 EDsi 10h SII • Hshers, IN 4SC38
(317) 649-:I4?5 - 1-800-726-6917 ? FAX: [317) 649-5942
PREPARED FOR
THE ESTRIDGE GROUP PLOT PLAN
CARMEL, INDIANA
HOUSE TYPE: 736 A PARTIAL BASEMENT x
FULL BRICK WRAP (INCLUDED)
TREATED DECK DESIGN "D" _ SCALE 1' - 40'
9' BASEMENT WALL HEIGHT (INCLUDED)
FINISHED 9' BASEMENT (INCLUDED)
(1) 4040 WHITE VINYL SLIDING DOUBLE PANE EGRESS
WINDOW W/EGRESS WELL (INCLUDED)
3-CAR SIDE ENTRY GARAGE (INCLUDED)
CHANGE HALF BATH TO FULL BATH IN FINISHED BSMT
76
o ? N79RC ?
a SEEDING
WOOD $,
DEC A S
h' ?
y 9.78
Nsu wi3.0
.42 o 6
a
19.00 a
6 ? 0
0
11.5
'?
a y
2U 24,0
MDDEL-, 736 A (RH)
6 n F.FELEV..916.20
`t o BSMT. 906.20
a
13.33 _
m
PGRCH
GAR_
E14-7
P14.7 rv915,03
51? o
E13,8
P 113.8
h7
/f•FD 20' B.L. 22:70
S
/
MURF
CIRCLE
2O` O.U.&S. E.
LOT 13
LINCOLNSHIRE
SEC I ON 1
INST. #200600007600
P.C. #4, Slide #27
WESTFIELD, INDIANA 45074
14228 MURPHY CIRCLE EAST
LOT AREA: 13,199 Sq. Ft.
ZONING: S-1/RCSC
6' BETWEEN STRUCTURES
0' REAR YARD
LEGEND:
E 99.99 EXISTING GRADE {BEFORE CONST.)
P 9999 PROPOSED GRADE (AFTER CONST)
S.S.D. SUB-SURFACE DRAIN
SANITARY SEWER
STORM SEWER
W WATER MAIN
W 3/4" WATER CONNECTION
- , - : SWALE
SF SILT FENCE
® SEWER MANHOLE
STORM MANHOLE
CURB INLET INLET
4p FIRE HYDRANT
D.&U.E DRAINAGE & UTIJTY EASEMENT
L. E. LANDSCAPING EASEMENT
S.LE. SIGN LANDSCAPE EASEMENT
ALL UNDERGROUND SEWERS AND UTIJRES
SHOWN ARE PLOTTED BY SCALE FROM
DESIGN PLANS FURNISHED BY ENGINEER
fl< ACTUAL FIELD LDCATiCN MAY VARY
16.3' I Ili 9i%J.35
EAST P,3.65
COMMON AREA "E"
ORAINACE EASEMENT,
LANDSCAPING, AND SICNAGE EASEMENT
... LAKE' #'I .
N P. ELEV.- 903.50
10L1 YEAR ELEV.- 907.13
,,``JQC1S C. /i
Q O '+.
No.
'80040348`
STATE OF
410, 7NDInNP.: _k
NOTE: THIS UR II:G 19 NOT INIENI TO SE
REPRESENTED AE A REIRACEMENT OR ORIGINAL
BOUNDARY SURVEY, A ROUTE SGRVEY OR A
SURVEYOR LOCATON REPDRT.
SOD: 560 t Sq. Yd.
IiYbRO SEEDING: 4,017± Sq. Ft.
CONG. DRIVEWAY: 1,195± Sq. Ft.
PUBLIC WALK: 475 t Sq. Ft.
PRIVATE WALK: 707 ± Sq, Ft.
BENCHMARK
TOP OF CURB = 913.85
? STAKE ACTUAL
PREL
DATE z a U?
CHECKED BY
JOB (D LIN.13
12/07/97 CAH.
"HOLEY MOLEY SEZ"
'DON'T DIG SUND'
ELEF
`-ALL.TWO WORKING DAYS HEF03E YOU DIG.
IT'S THE LAW
1r600-382-5544
CONTROL # 57769 EST