HomeMy WebLinkAbout07120103 Sewer/Water Permit/sCITY OF CARMEL
Item 1 o 1
PERMIT RECEIPT
OPERATOR,: plux
COPY # : 1
Sec:33 Twp:18 Rna:03 Sub:B62 B1k:10002 Lot:8-:6
PARCEL ID ........: ZS62846
DATE ISSUED.......: 12/29/2007
RECEIPT #.........: 27084
REFERENCE ID # ...: 07120102
SITE ADDRESS .....
SUBDIVISION ......
CITY ......
IMPACT AREA ......
12004 LEIGHT'ON CT
VILLAGE OF WESTCLAY
CARMEL
OWNER .......... ..: GREG GIBBS & LAURNE SPOTAFORE
ADDRESS ........ ..: EDGEMONT WAY
CITY/STATE/ZIP . ... CARMEL, IN 46032
RECEIVED FROM .. ..: WOODALL CONSTRUCTION
CONTRACTOR ..... ..: LIC # XUPGEXC
COMPANY ........ ..: UPGRADE EXCAVATING
ADDRESS . ... 4960 E. 216TH ST.
CITY/STATE/ZIP . ..: NOBLESVILLE, IN 46060
TELEPHONE ...... ..:
FEE.ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC
-------- NEW BAL
----------
---------- ------------- ------
USFWATCONN FLAT RATE ----
1.00 ---------- ---------- --
1310.00 0.00 i3i0.00 0.00
UWATERTAP FLAT RATE 1.00 86.00 0.00 86.00
---- 0.00
------
TOTAL PERMIT ---------- ---------- ---
1396.00 0.00 1396.00 0.00
METHOD OF PAYMENT AMOUNT NUMBER
----
----------------- ----------
CHECK 1396. --
00 9607
TOTAL RECEIPT 1396. 00
CITY OF CARMEL / CLAY TOWNSHIP
1 WATER / SEWER PERMIT / RECEIPT
PARCEL ID #: ZB62846
LOT & SUBDIVISION: 846 VILLAGE OF WESTCLAY
ADDRESS OF CONSTRUCTION: 12004 LEIGHTON CT CARMEL, IN 46032
PAYMENT RECEIVED FROM:
Name: WOODALL CONSTRUCTION
CHECK #: 9607
EXCAVATOR INFORMATION:
Name: UPGRADE EXCAVATING
Ph. #: Fax #: Email:
Street Address: 4960 E. 216TH ST. NOBLESVILLE, IN 46060
Bond Expiration:
PERMIT TYPE: USEWRWATR
Special Notes/Conditions:
SEWER/WATER PERMIT
Permit #: 07120102
Date: 12/2812007
LOT 846 VILLAGE OF WEST CLAY, WATER PERMIT
NO NOTES "
The building K Sewer Shall be pvc sewer pipe meeting AS NI specifications 3034 SDR 35 of latest revision: or vitrified clay pipe. meeting
ASTn9 specifications C-700 for estra strength clay pipe of latest revision unless ether materials are hereby permitted in writing. The sewer
shall be installed in accordance with ASTM 2321 for pve pipe and the uniform Plumbing Code for the State of Indiana. All installations shall be
in strict compliance with pertinent City orCarmel ordinances. Back Water check valves shall be installed in accordance with City Code Section
9-122("x). and sections P3008.1 and of the International Residential Code. All building sewers shall he 6- diameter.
All installations shall be "open trench" inspected and approved by the Cannel Scwcr Department before any backfilling is done. Non-
compliance may result in digging up the sewer installation and/or denial of future sewer permits and/or denial of water connections.
No footing or foundation drains or other sources of around water or storm water shall be permitted to enter the public sewer.
Sewer inspections should be requested at (317) 571-2648 one to four hours in advance, i
I
No inspections or installations will be made on Saturday or Sunday or holidays unless arrangements are made at least 24 hours in advance. AIR:
plumbers or contractors installing sewer (or water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OF171CE. If any street
must he can q senarne street cut nermit shall he obtained.
APPLICANT NAME: JANELLEMgORRISON
rl°CVi
PAYMENT RECEIVED BY: 2122Y)
FEES:
$1,396.00
OQ751' `IN DIVIDUAL LOT / EXISTING BUILDINGS I
Permit Type Final. Lot Number 846
-'
-.
Subdivision Villa e of west Cla AddressMumber F
12004,
------ ------
SectiomNumh_er' 10002
-- -----_- Address,2
-._
---------
_-- ---
-__
Lift Station 20'High Grove.?Stalion
_ -- Street - -
Leighton Cl
=
Treafinent'Plant MIX' City
' C,arme
- _- ----- -- -
-= -- _-_
Bdhder Woodall Construction Zip Code., - 46032
Phone Number
-------------- 574-1944
--- ------ County _ Hamilton
------ -------
Parcel "Acreage
EDU in Gallons 310
Invotde Number.
PLEASF-NOTE, Installation of building sewer, shall be,per I
D, stri ct,(see reverse);andtany,conditions noted 4elpw All i
''peen trench' phase+.and before backtilling' with stone tdkw
„or other sources of;ground cr stoerri"ter, shall,be.1
drains
laterals wnicn are extenuea oeneam arive
will be responsible for damages to the Dis
manhole lids and-the:hke; caused,b con;
Local Sewer Charge
Plan Review and Inspection
- ----------------- ---
Application' Fee - 5100'iDD-
EDU Fee 00
Interceptor Fee.
Fees!Due'
fications of the,Clay Township, Regional: Waste
ins shall be inspected by District; personnel during
es above the pipe: Nt]'fcotiog or, foundation
Eo'enterth"e'Dislinrfs.sanitary sewer, system. The
level of the"nearestdownstream manhole,nor for.
ermibltoloer (property owner; developerorbuitd`er
includes damages to manholes, castings;
Iding skee,which.is the s4ject,ofthis,permit.
Inspections by the'Distnct are MANDATORY and shall be,arranged.by oontacting;the District's office aL844-9200
n advance: All new cdnstruction'will.be placed on billing-,six monihssafter, connection has been';rilade or
24 hours.i
when water i`s connected;.whichever comes;first:
USMH VWC-4516S, 455SD5
The building tas_ MH
Gres"se?rag' _ No Slab Foundation No Lid Elevafion 992:71 -ft. 890.84 ft
Grit Interceptor No Crawl Spade No First Floor Elevation 896,10 ft 899 10 it
Grinder;Stahon No. Basement Yes Basemeni.Elevation 886_10,ft 886.10-ft' i
Catcuta6onisbawa,on6orh;MaohoiaLidalevaironsand-the elevation ofthe`FrrsfApor 339 5"26
Per;Ordinance.9 t3 99 and;theelevations provided the substructure:sfiall;be,plumbed'by: Ejector Pump
The"District reseNes the right to inspect all sump pump connections;toensure;no illegal,'connecticnshave been made.
Manholes,shall remain accessigwat all times.,Busied`nienholes'wi€I;be,corrected by;the.D'eveloper/0wner.,
Conditional. Permit T&rme.'
All. conditions have, been met. Connection to the sanitary seweris now permitted:
- t
By signing :belaw, f altest5hata a
Hui ld erl,.O wn a r; Signature
Punted Name ?Jct jc?
CA_
Revised 7116!)7 -Permit is.validjorONE YEAR from_thwdate issueds;Permit vaitd only with CTRVVD
1.
SUMMARY ;OF;L`ATERAL INSTALLATIQN REQUIRE MEINTS
1. All houses, building`s; etc.,;shall connect to,the_Dmstncfs,sanitary sewer,system within 90 days of noiice providing a
sewer is"within 300 feet for HamrRon County or 100 feetfcrB.oone Cgunty of:the property line.- Qnly one butldingimay
connect to'the sewer main per tateraCunless atf emise approved by.the District.
2. N&Joundation'or other storm.water'drams shall,be interconnected to the sewer lateral installed andconnected to
tfie District's sanitary 'sewer
3 The existing sewer line from the building to theFseptic tank+may only`'be used if it'is located under'a budding;
addition, patio,; porch or pavers dri'yeway. Air testis required to show if. acceptable for reuse. The property owner
shall Bear the,costI 6fall -. testing. The.?istdcl inspector mustibe onsite:or the,duratiomof the,air test
4. The ownerorconlractdr shall nolify'lhe District prior to ci venng"the installed lateral soitY at the. District canxnakeit
inspectionfto determine'cdmpliance with the Dis hcts.seweriuse.'ordinance Sucn,notihca€iomshall be made 24'houri
prior to he need for the'lnspecdon:, If the.inspection,fails and a second inspection rs:required or-contractor is•not on
site for scheduled inspection,. or fads' torcancetinspection•; an-additional fee of,$100.6d will be due. This must be paid
priorto tbe,time oithe follow up inspection.
5: Property
a. sepilc tank!
the,de'par3ment of thgabando
6: Acceptable Pipe Materials:
ol"Health regulates the-operation and marntenance,of,
ice;provioes in part that,,,upon connection'to;a;public
d filled completely with earthen mater61 or stohe'iri a
uoty'Board of Healkh;for furtheY information and'to notify
PVC';PIPE; SDR;35 or SDRs26,ASTM D3034, SIX INCH PIPE
PVC'PRESSURERATED PIPE; SDR 21, ASTM D224,1,.SIX INCH PIPE
RESTRAINED JOINT PVC PIPE (DIRECTIONAL,DRILL) Yelomine SRD'21,
ASTMM D2241,.SiklIl' PIPE (use_dnly per, approvat of'the Distnct?Engineer)
GA5RETEI7 JOINTS ASTM D3212
GASKETS'. ASTM F477,
FITTINGS. SCR 26 or better (NO fermco's allowed),
DUCTILE IRON,MECHANICALCOUPLING'.WITH PROPER.FITTINGS
P,RiYATE GRINDER PUMPS ACCEPTABLE PIPEMATERIAL:
HDPE DR11'with -Compression Finings; Mechanical r Electrofused'Joints
CLEAN OUTSTO BE LOCATED Kb WORE THAN ,HRFEAET FROM THE
FOUNDATION AND F.OR,GRAVITY: LATERALS. ND'MORE'THAN 160`FEET APART..
7. Bedding Use.Number8 crushe
be placed-From 6 inches'belcw to
ihches'on'balhssides'of,ffe pipe)
one backfilhmaiehal:is to
of 18 inches wide (six
8. Laterals shall be installed'no,closerthan 20 feel.from°waterwells unfess.P.VC pressure(grade pipe'is usedmeeting
SDR21 `;and`ASTM_D2241. Anyproposed: installation requiring pressure pipeshall be.reviewed'and`acce-pte`d;_by the.
Districf;and'the l]istrictsengineerprior to installation.,
9: Wtiere.a transition ts`made'betwe6KSDR 35,p pe and prf ssure.grade SDR=z;1 pipe,,a ductile iron gasketed
trmechantcal'couplm;g shall be used.
1 b. Late ralstshallaerminate will in'3 feof the building unless the conditions in'item 43 above are'met. No glued pipe
shalE bey nstafledputsidi;-'three feet of.build ingfound ation'•wafls.
11. Additional information on District standards and specifications: may be obtained from the District's ,office during=
business,hours of,B.ODa.m. t6.4:30 p.m. Monday ltirough'iFrday: AIIDislript standards.cairpe located on our web, site
at,http7lwww.clrwd.orgf.
Clay Township Regional Waste,District 1070.1,CollegeA'Genue - S'ud"e.A,Indianapolis,'Indiana 46280
12 Septic:ofFluent shall'not-be.pumped out'into the;sanitary sewer system,
13. The Districtshall`inspect-ALL lateFals. Please call ie District offce,at'844:9204 24 hours prior fc-fime,of
14: Contractors shall 14 '14,gauge,solid wire the'ehhre length of the lateral VAre: is to be,placed on,,Jop of the. lateral-
The.District Inspector will verify placement o_1th'e wire After'inspection, bedding is to be,placed on top.
15 Call;;;befo?e'you dig. IUPPS 1'.-800-382,5544, 48 hours-prior-to digging,
Revtsed.10AOW07,
Groin
00.0 PROPOSED CRADE PER PLAN
GROUND WATER FLOW
e SANITARY SEWE: LINE
?- STORM SEWER LINE
n WATER. LINE
EASEMENT LINE
BUILDING SETBACK LINE
MINIMUM SETBACKS
le = 5 Feet or 87 Lot width 'D ELL (80 Fe=_tl
or = 20 Feef
187 of Int xidth ® B.L t18.0 F==_t
_OT PLAN WAS
RED BASED CIA
ATION TAKEN FROM
PLATS, SUBDIVISION
P,EODP.D DRAWINGS
'LANs PRO`ADED BY
IT ES THE
<SIBILITY OF THE
4CTOR TO VERIFY SITE
IONS PRIOR TO
2UCTION AND NOTIFY
E A GROUP LLC and
CK OF ANY
PANCIES.
LOCATION OF UTILITIES ON
PLOT PLAN ARE GENERAL
LOCATIONS PER PLAN AND
Sh'OULD BE VERIFIED IN THE
FIELD.
SUGGESTEb UND=R
DRIVEWAY AT SANITARY
SEWER LATERAL TRENCH,
WATER LINE TRENCH AND
ANY OTHER EXCAVATED
AREAS. (IF JTUATION
OCCURS)
NOTE, (SECONDARY AREAS
',VESTCLAY) MAX- HEIGHT[
35' ON LOTS 100' AND
LARGER (TO EVE LINE) 30'
ON LESS THAN 100' MAX,
COVERACE 507
NOTE: THE INFORMATION
FOR THE ELEVATION
DIFFERENCE BETWEEN THE
PRIMARY FINIEHEO FLOOR
ELEVATION TC THE TOP OF
BASEMENT WALL A.NO TO
THE BASEMENT .INISHEC
FLOOR. WA5 PRCVIDEO BY
THE BUILD?R_
/
starts SE'.
? /
r?-ea6.op
i
3N OF UTILITY
US ON PLOT PLAN i/
'NERAL LOCATIONS /
AN AND SHOULD BE ?f \
D IN THE FIELD.
r
i
o`rp t? / f
s qTy .F
01
N
LOT# 846
28,257 S.F.
NOTE' BUILDER IS TO
GRADE SIDEYARC SWALE TO
GRADES SHOWN ON THIS
PLAN. IF. BUILDER IS
UNABLE TO ACHIEVE
POSITIVE DRAINAGE AWAY
FROM PROPOSED
STRUCTURE, THE ENGINEER
SRAtU BE CONTACTED.
BUILDER IS NOT TO DEVIATE
FROM GRADES SHOWN ON
N15 PLAN WITHOUT THE
CONSENT OF BOTH THE
ENGfNEER AND BRENWICK.
FLOOR ELEVATIONS AND
PAC GRADES DEPICTED ON
THIS PLOT PLAN IS OPEN
FOR REVIEW BY BRENWICK
OEVELDPMENT. THE BUILDER
IS CAUTIONED THAT SAID
INFORMATION IS SUBJECT
TO CHANGE.
DENOTES LOCATION PER
CONSTRUCTION FLAN
DRAVINGS. CONFIRM BEFORE
CONSTRUCTION OF 6"
SANITARY LATERAL AND
WATER SERVICE LINE.
NOTE: CONCRFTE APRON TO
MATCH EXISTING ALLEY
EDGE OF PAVEMENT
EVATION
ALL MUD IN STREETS FROM
TRUCKS LEAVING LOT TO BE
CLEANED AT THE ENO CF
EACH DAY.
/i 2t 0, 1 892.6 I J.d
`iAFf/ .yp'g?/ IO.pp' P03Ce n 5 n.,.5t .(456) /
/ I 25,E2' ?? P2 PI O1
f 2
o LFT.1 ?ry ?ryM , ^]6
}I 1? „ FFERe 2,0 r PROPOSED 2.0D S? / $ANN
11 t FRS 4.M5: o
I 1 RESIDENCE
L? VF=890.1 ., 2_ 3 ` Q BLOCK
27.0 891.6 570p' I 2r`2il? 1 f 10.86' 20.36'
? x I
L ?• 85:.5 22. j3• BFEr995.1i LEIGNTON COURT
4 ?x, ?> VII ? ` ? ? 99223 eo' R/w
COVC F_RCi 2.0 fVrR ,/ T- ?\
DRIVE 1 12.J
13
c?.? t Jsa' r" f
JoNC.
cy? \ 1 Jt_sT• a 893.6
N4 ? ,1 ? 8926 _ g,,.1
,i.z'
r
v
COMMONS BLOCK 'D'
? } t
1 ` ? I zb' i O
\\14 ` f i O
o. ? z
oR t
1 t ?
1 ,1
arty Description;
umber 846 in the Village of Weatclay, Section 10002, an Addition in Hamilton
ty, Indiana, as per plat thereof recorded as Instrument Number 200400075938
1 in the Office of the Recorder of Hamilton County, Indiana.
P1 ?T PLANT
le; 1"=30'
e: Dec, 17. 2007
NOTE:
BUILDER TO ENSURE POSITIVE
FLOW AWAY FROM
ST.RUCPJRE.
NOTE:
SUMP TO BE PLACED BY
BUILDER AS NEEDED.
Prepared For,
Woodcll Construction
Drawn by: DJR I Residence
Revised:
12004 Leighton Court
AREA OF WATER TAP TO BE
RESTCRED TO ITS' OP,IONA!
CONDITION PRIOR TO
CONSTRUCTION.
ALL SERVICE LATERAL
CRCSSI,"d^sS AT CURB ARE
STAMPED ES= SANITARY
SEWER SD= SUBSURFACE
DRAIN W= WATER
NOTE: (PRIMARY AREAS -
WFSTCLAY) MAX HEIGHT:
30' BUILD-UP LINE: 2
STORIES MAX. CCVERACE.
5D7
NOTE: PAD EL=VATION
SHO'W'N IS PER PLANS AND
15 NOT THE AS-BUILT
ELEVATION-
SILT FENCE TO 8E USED
WHERE NEFDFO TO KEEP
MUD OFF OF STREETS AND
QUT OF STORM SEWERS.
AREA OF WATER TAP TO BE
BACKFILLED WT4 GRANULAR
MATERIAL TO VATHIN 15" OF
TCP OF CURB,
* LS20200083 i y
4,
STATE OF