HomeMy WebLinkAbout07120089 Sewer/Water Permit/s0
CITY OF CARMEL
Item I of I PERMIT RECEIPT OPERATOR: vdo1Gn
COPY ## : 1
Sec:2C Twp:18 Rng:3 Sub:STP B10 2A Lot:13C
PARCEL ID ........: ZSTP130
DATE ISSUED.......: 12/21/2007
RECEIPT #.........: 27075
REFERENCE ID # ...: 07120086
SITE ADDRESS .....: 13664 SUNNYVALE LN
SUBDIVISION ......: STANFORD PARK
CITY .............: WESTFIELD
IMPACT AREA ......
OWNER ............: RYLAND HOMES
ADDRESS ..........: 9025 N RIVER ROAD
CITY/STATE/'ZIP ...: INDIANAPOLIS, IN 46240
RECEIVED FROM ....: RYLAND HOMES
CONTRACTOR .......: LIC # XA-1SUP
COMPANY ..........: A-1 SUPERIOR EXCAVATING
ADDRESS ..........: 3143 ROSEWAY DR
CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46226
T-LEPHONE (317) 898-0767
I
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
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TOTAL PERMIT 1396.00 0.00 1396.00 0.00
METHOD OF PAYMENT AMOUNT NUMBER
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CHECK 1396.00 14100\
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TOTAL RECEIPT 1396.00
A" CITY OF CARMEL / CLAY TOWNSHIP Permit #: 07120086.
WATER / SEWER PERMIT / RECEIPT Date: 1 212 1 /2 0 07
PARCEL ID #: ZSTP130
LOT & SUBDIVISION: 130 STANFORD PARK
ADDRESS OF CONSTRUCTION: 13664 SUNNYVALE LN WESTFIELD, IN 46074
PAYMENT RECEIVED FROM:
Name: RYLAND HOMES
CHECK #: 141001
EXCAVATORdNFORMATION:
Name: A-1 SUPERIOR EXCAVATING
Ph. #: (317) 898-0767 Fax #: Email:
Street Address: 3143 ROSEWAY DR INDIANAPOLIS, IN 46226
Bond Expiration:
PERMIT TYPE: USEWRWATR : SEWERNVATER PERMIT
dl NVLUbIu Vnultluua.
LOT 13a STANFORD PARK, WATER PERMIT
'NO NOTES'
The building & Sewer Shall be pvc seiner pipe meeting ASTM specttications 3034 SDR 3 of latest revision; or vitrified clay pipe, meeting
ASTM specifications C-700 for extra strength clay pipe of latest revision unless other materials are herebv permitted in writing, lhle sewer
shall be installed in acwrdance with ASTM 2 321 for pvc pipe and the Uniform Plurr ing Cade for the State of Indiana, All installations shall he
in strict compliance with pertinent City of Carmel ordinances. Back Water check valves shall be installed in accordance with City Code Section
9-132(a), and segtions P3008-1 and 2 of the lntematioml Residential Code. All building sewers shall be b" diameter-
All stallinons -hall be "drsen trench" inspected and apntoved by the Carmel Sewer Department before any bael:tillinc €s dime, Nan-
compliance may result in di-ling up the sewer installation and/or denial of moire sewer permins and/or denial ollsatcr connecrions.
No loutinu or foundation drains or other sources of ground water or storm water shall be pertni tad to eoler the poblic sewer.
Sewer f ri n. "eons should be requested at (317) 571-2648 one to four hours in advance.
No inspections or installations will he made on Saturday or Sunday or holidays unless arrangements are. made it least 24 hours in advance. All
plumbers or contraciors instahing sewer (or w€iler) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. If any street
must he cut. n :e,narate street on nermil. abali he, nh€xined.
APPLICANT NAME:
PAYMENT RECEIVED BY:
FEES:
$1,396.00
Residermaf ;SANITARY-SEWER PERMIT
[14747 INDIVIDUAL LOT I, EXISTING, BUILDINGS
Permit Ty"pe Final
Subdivision
-------- Stanford Park
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Section Numtier 2A
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LiftStation 23
126th Street Station
'Treatment Plant -
sAIX
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Budder--
-------------- Ryland Homes
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Phone Number 8:46-2783
Lot Number 130:
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Address Numbler ; 136'64'
Address:2
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Street'. --------------- _.___.-
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----------- -Sunnyvale Lri
City Westfield;
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ZIp Code 46074'
County _
1 Hamilton'
Local Sewer Charge
Pamel,Acreage
Ebb in Gallons: 310
Invoice Number
pLEASE',NOTE: Instal
Oistrict(see reversed a
open trench phase e
drains, orother source
Dlstnct.will assume'no
laterals'whtcfi are exte,
will be' respopsible:for
rrarliolelidsIand=the it
Plan Review and Inspection
.Application Fee $.100:00
EDU Fee' 61;65D.fJ0:
InterceptorFee
Fees Due- 1
tion of bmldln'l sewer shall be per thespeclflcations of the-Clay Tov+nshtp Regional'Waste
d any conditions noted below Ali installations shall be"inspected`by Districtpersonnel during
i.before bac"I'ng with stone to twelve Inches above the pipe: NO footing'ortoundationi
of ground or stor'rnwater, shall"be periniited'to'e iter theDistrrct'sSSa`nitary sewer system: The:
afiility for drams which are elc the grade level of tlie!,nearest downstream manhole no for - _
ped:beneath diivevv or sidewalks:'Tl e permit holder lproperty'owne; developeror builder)
amages t0 the District,srsewer,system .Ttiis"includes damages Lo manholes; castings, 1'
caused by construction activI yon the;building site which`is thesubjectof this'permit.
Inspections by the District are•MANDATORY and'shall•be-arranged.by contacting the District's office at 34419200
24464s'in advance: All;new;construction wli[ be-plated on biking six months,afterconnection,has,been made on
when water is connected;.whichever-, corn es:first.-
The'.buildirig has:. USMH. sFP-739 sFpi-.-n]. DSMH
Grease Trap Nc Slab Foundation No Lid Elevation 916'22 it _ 91 6,9 ft
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Grit,lnterceptor' =
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No. Cravvl-Space No First loor,Elev-ation 97920ft' 9192Qft!
GrindenStation No Basement Yes Basement Elevation 910 20 fli 91,0:20 'ff,
GafculaGon !5 based on hoNtiManhole Lid.FleGafrons andahe"e7evaGon'ol7he FrrsF;Flvor 9
Per.'Ordinance.9-13:99 and thetelevafions.provided. the substructure'ishall he;ptumbed by:. EjeclorPurnp
The Distridreserves-.the right to inspect all sump pump Conn Iechuns lo_ensure 66 illegal'connechonehaveibeen made.
'Manholes,shall remain accessible,at all times. Buried manholes-will be corrected by the-Developer/Owner.
:ConditionsۥPernlit Terms:
All, condttions•have;been; met_ Gonnectionhe_sanitary sewer is now permitted.
CTRW D
By signing below, :;I:attest'that, Cam,fannNar,with the Distncf@' specifications and agree to ameOTsponsibilitp!or, a] I work, done?underthis; permit.
Builder!'OwnerSignature(- Phone Number
Prinied Name ! k"
(..
ApproV2d',By Perm ,Date 7212112007
Candy'J'Fel n IreG of Adminisvafiom8'Customer. Service
Revned•71261,07 .,Permi[ is valid for ONE-YEAR from the date: issued. Permit valid only with?GTRYWseal_in red ink.
SUMMARY'OF3LATERAL,iNSTALLATION REQUIREMENTS J
1 All Houses buildings etc., shall conhect to thelDistkil's sanitary, sewer system,wdhin 90'_d'ays of notice providing 'a
sewer is within 300`feet for Hamilton County oh 60 feet forrBoone County of the property line. Only'one?building may
connect Wthe `sewer main per'lateral'unle-ssothetwfse approved by the District.,
2. No foundalion-oi.otherstorm water drains.shall be fnterconnected'te!the.sewer lateral installed and connected to
the?Districla sanitary sewer
3: T.he existing sewer line from,
addition, patio scorch Or paved S
shall hear tne:cost,of all testing„
ng
owner
4. The cwneror.contractor shall notify the'District prior to,covenng,the`installed lateralso that the District,can'make an
inspection to determine oompliance'with'the District's:sewer ,use prdinance: Such„notificationahall 6e:made.24 hours
prior to the,need for. the`inspection.lft he'inspection'fails and a,second'inspection'is required,:or contractor is not on
site for, sched'ufed inspection, or4ails to;cancel inspection, anadditional4ee of $100`00 will,be due. This-must be paid
prior to the:time of the followrup inspection.
5.. Propertyowners.are hereby advised',thafthe CountyBoard,of Health,regulates'the operation and maintenance of
private sewage disposal ('septic) systems: The County Ordinance provides in partthat'upon connection to, a public
sewer,azebfic (pumped'clean),and filled, completely with earthen-material or stone in a,
safe and.san tarymanner." PIea eacontact the appropriate. County Board ofHealth,for furtherinferma'tion and to notify
the?depanment oftbe abandonment
'6.. Acceptable, Pipe Materials
P,VE_PIPE: SDR,35-or. SDR 26, ASTM,D3034,SIX INCH PIPE
PVC P,RESSUREtiRATED PIPE: SDR,21 ASTM D2241, SIX INCH PIPE
. _r.
RESTRAINED JOINT PVCtPIPE,(DIRECTIONAL DRILL): l'elomlne;SRD,_2-1,
ASTM-132241,rSlkINCH PIPE (use 6nly''perapproval of the,District Engineer)
GASKETEDJOINTS-ASTM.D3212
CASKETS:-ASTM,,F477
FITTINGS: SDR_26 or, better(NO:fernco's?allowed)
DUCTILE,IRON MECHANICAL,000PLING WITH,PROPER FITTINGS
PRIVATE GRINDER 'PUMPS ACCEPTABLE PIPE MATERIAL-
HDPE DR14 with Compression Fittings, Mechanical or Electrofused Joints
CLEAN OUTS TO BE LOCATED NO MORE THAN'THREEi FEET FROM THE
F.:
FOUNDATION AND FOR GRAVITY LATERALS:NO MORE THAN 100 FEET APART.
T. Bedding Use Number B crushed stone or Number 8,fractured face: aggregate: Number 8 stone`backfll material is to
be.placed-frem 6 inches below,to l2 inches',aboveahe'pipe: The trench slloutd be a ,minimum of 18 inches wide(six
-lnche&on.bath-sides of the pipe)
pipets used meeting
and accepted, by the;
Mere'alransit on is-made-between 8DW.35 pipe and pressure grade SDR.21 pipe; a;ductile iron!gasketed
mechanical,coupling;shall"be used. `
10: Laterals,shallterminatewithin 3.feetef the.building unless the coriditions in item #3 ab&e_ are met_,- No glued;pipe
shall be insialledeutside,thred feetof building foundation walls'
11 Additional'infcrmation on District standards,' and,speclfica- tions maybe obtained from the.04striefs office during
busmess•hours of8 ODa n, tog 30 p m, Monday through Fridayt.,AII Di slricttstandards-can be-locate8'on'ourweb site
at hltpalwww ctrivd.orgt;
Clay Townslip'Regional Waste District 1070.1. College;Ayenue - Suite,'A Indtanapolis,_Indiana 46280
1.2_ Septz effluent shall;not be,pumped,nut.into the sanitary sewer system:
'13. The.District shall inspect ALLtaterals. Please call ttie.Distnet office'at-84x4':9200 N_ hours, prior-to 1ime ,of,
14. Contractors shall lay 14,gauge splid.,Mre,the entire length ofthe,lateral.. Wire is,ta be placedton top,of the lateral,
TheAistiict inspectorwtll verify placement of,Ehe wire F;ftey inspection; bedding is.to,be,placedren top'.
151 Call before you dig. 'IIJPPS 1'800,-382-5544'„48 hours prior to digging.
Reu(setl>ib7n9la7
The 0nhadder Corporation
9901 Otis AVlnue
Work I'll Hems=
IadlsnAthole, In iene 46218-1051
917-020-7100
917-028-7200 FAX
Plot Plan Prepared for R.H. of INDIANA
Lot 1 130, corflalning 6.599 &U-, in
Stanford Park Sell 2A
Instrweri ¢2DO600D14565
P.Q #4, Slide X42
lady TWO', Hannitcn County
Sec 30; T1BN, R3E
33664 SUNNYVALE LANE (501 R/41)
I'-m, IN 46074
Prepared Data 12-13-07 : By. SI01
Proposed Buyers} RAJESIi SINGAMSETD
AND A04MTA KANDUI(URI
Comnuniiv Restrictions: Side
Yard = 3'
Rear Yard = 20'
Aggregate = 5 (B.H.)
toning = F2-RESI13fNC5
ROSO
R.H. of Indiana
finished Floor Elevation Information
Pad Grade = 917.0 per plan
Pad Grade + 0.7' = Garage FFE (917.7 )
Garage FIFE + 1.5' = Residential-FFE (919.2)
Residential FIFE - 9.0' =Basement FFE (9102)
Ground Cover Calculations:
Drive =513 SFt
Peblic Walk =194 SFt
Private Walk =47 SF--
Hydreseeding =2,5E4 SFt
Sod =195 SY3 , `rem
Rear of resldence.
Optional Sod Pockoge
Hydro seeding =925 SFd:
Addl. Sod Pkg.-215 SYe, to
Rear easement.
Nate: The garcge finish
Moor elevation is 1.!'
above the curb of the
drive per plan.
Sidewalk to be placed
V from properly line,
4' rom bcck of curb
per 312n-
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L11U1 DATE'
PR ESENTS CONFlRNA710N OF RECEIPT Cr PLOT PLAN BY OUSTOMER.
I certify that the plan sheen hereon was prepcred he the hmefit of tie nar ist indidend hereon end be the purpose at obtaining a residential eonsbactias
permit only. it is my opinion that it Ibe prmesed Livened grades we Constucted no torn, the hoi croinoge on the sutied la dl to satufoi F.
Tesidsnlid doestNetion. This hi was canated based an documents pomparec dy others and The Sfineider Coraorallon assumes no finality Ia the accuracy,
mmplelenas or ccceptance of Bose doeuzeets. This draring is not intended W ae 'epesi ae c retmcsment an animal town d try rurvcy, c route save
a c surveyor Iccation report.
Meth WARD STATEMENT The eccumcy of any find hazed data mean an 0?is plod plan is subject to map sate uncrte'aty and to cry other
uncertainty in location air eswtlon on the reverenced flood inswonce rate prep (RI Mr4 ALL of the wilhir, de."nid land TOES NOT l1E r!%I. Ihot speeisl
bond haeord area lone 'AE', In slid land plots by side w Canmunity Mop Pnael jln17C 0206E of the 5aod Insomnce mle rnoo (FIRM) fV Han Jtan
.
Cacti Indiana, Doted Feli 10 2002
I IA h'I ITV N -
ta
im-n [his berm} is booed w ecnswetian plans or -ward drmdogs, and is
g
q not weed upon o add avow}. Tae Sc ids Corporator, does net
su-ywd werent the'esurocy or auhici.Y at in, idx t,on. cmlroelas
Inadwspe 6Rhilealure should verify matog conditions prsr ter any denslrvcticn. Any
0 •119 tlsaepancy found an this treeing shatd be Yamedotdy -charted In
6-100 The S=wder Corporation. Falling to do sa rill result n the
catrrctar's osamptim of all Igbiitp
Plot Plan Legend
7M0 Proposed Grades
i Existing Grades
?OOo.o1 Contour Grade
ad Approx. Lateral Location
?-= e - Sanitary Sewer Lines
-Of- Storm Sewer Lines.
v - Water Service Lines
- - - - Sob-Surface Drain Lines
• Mgnhale (Sanitary or Storm)
0 Beehive Inlet (Storm)
® Curt Inlet (Storm)
p End Section (Storm)
Alln. Fire Hydrant
- a e o - a o - - Flow Line of swole
Note: Sanitary Sewer
Tea of Casting Inforr ion
Jpslreom Manhole, TC=916.22
Downslreom Manhole, TC=91690
per record drowiag
Lot # 130
VB07.0083973
Street access roes to be
nstalled in accordance with
munid, alit} equirelnents.
4.F.P.G. = 914.6
W
RR #.73S f
is-'gmZ2
PR R0 011i
EASMENT NOTE
The tasemMl elevation, deoloted hai has ben deteanlled and
based an the pod grades di easlours halm from the :oasbuctim
plans Re this a odfhsen. Unless dieted, no inlorrndlial that
fluctuating enter tables, sod cdedi*ims, x one types nos teen provided
a sorted an sold plans. This lot is addled near o body of eater. Lot
ar sal eorel ions mry -squire lhot the acseni Baer elevation a, held
loo feet (7-0') above ramd pod eleroi Site nnsugatien may be
needetl if water is eneouni during the e.cewfiee. process o, it other
known note hewtiaa w hole conedwis ere present. Inve$igaliM and
my wisedd procedures are at the discretion of the balder m
determine and lake .gpropeidle steps el online, If any ground ate, is
mosso lered during the innovation the budder is encaaroAed to cw tact
,he Senneieer Corporation to dismss oasaAle cmrsaa of action,
SUMP PUMP NOTE Not: Budder t. enare LAMAL S2F2ATICN NOTE
Sump pomp{e) to be positive trained, ..ay contractor to maintain a
pfecad by builder on T. sbi- tWr,i minlrldm'.dsiance of ten feet
needed. (J-O') belreen eater and
CITY OF CAR L NOTE seritery loterds.
In the residential districts limiting height to twenty-five
(25) feel, a dwePling may be increased in height to
thirty-five (35), provided the side and rear yards are
increased an additional foot for each foot'such. structure
cxceeds twenty five (25) in height. (Per Carmel Zoning
Ordinance 26.1.1) r
5
o'
X9'1 n_- 1 ., rPE?
T`Ymi SWALE SECTON
if
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SCALE 1" = 30'
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No. S0303
/ STATE OF
?q'' 10 1 Apt P:' IZ