HomeMy WebLinkAboutTrico RTS & plot0.�STOEPPELWERTH JOB ID CAM2B.60
-,' ► ALWAYS ON CONTROL# 92457 CAR
7965 East 106th Street, Fishers, IN 46038-2505
phone:317.8495935 fox:317.849.5942
9882 FIDDLERS COURT
CARMEL, IN 46032
1" = 30'
90.00 LOT AREA: 15,008 Sq. Ft.
FRONT M.LA.G.=883.0
10' T.P.E._ I REAR M.LA.G.-883.1
a a 20' D.&U�E. a NAL BEh,E
TAS BUILTI a AB RT'Al
1 0' .I fi
m
A Tri o
in y
m m 18.57
81.8 W.W. PATIO +` CAA d�8 C`
—14.677'j 1-119.6i 81.8' A V`op S,Ofi.�
N 1, 33• :9 4105,
' `15.5'
MODEL- RANCH SPEC
F.F.ELEV.- 003.30
BSMT.- 873.30
(LH)
10.67, '8
"'6.6Y
a PORCH o
01 GAR. 26.7'
n 082..113 [1
ONCI DRIVE ,ly e%
81.5 AB n n yI v
81.8 23.67' 3 I n0 OJ
12.0'
7��T.0•,
SU6
o
LEGEND:
F)O—(.—Xl PROPOSED GRADE PER PLAN
XX.XAB AS BUILT GRADE
SUB —SURFACE DRAIN
SANITARY SEWER
�—
6" AS BUILT SANITARY LATERAL
PSL
6" PROPOSED SANITARY LATERAL
STORM SEWER
W
3/4" WATER CONNECTION
w
WATER MAIN
SWALE
3 / o
D.U.kS.S.E.
.96 B.L.
R.D.E.G.
—'� REMAIN AC S�Sr
o u 00.1 TA5BU008 FIDDLERS $ATGRgp W LE
ct TC 8°T COURT
5'SW
MH
CW717 T.GILT4
LOT
60
CAMDEN
WALK
SECTION
TWO "B"
INST. #2016053115
P.C.#5, SLIDE #566
ZONING:
ROSO S1
10' MINIMUM
SIDE YARD
20' MINIMUM AGGREGATE
20' MINIMUM
REAR YARD
SANITARY MANHOLE
STORM MANHOLE
CURB INLET
FIRE HYDRANT
DRAINAGE, UTILITY @ SANITARY
SEWER EASEMENT
BUILDING LINE
REGULATED DRAINAGE EASEMENT
MINIMUM LOWEST ADJACENT
GRADE FOR LOT
DRAINAGE UTIUTY
SANITARY SEWER EASEMENT
VARIABLE
WINDOW WELL
g(OEPp
MH ; pQ' No.
133't cW718 : $0040474 c
`•: STATE OIF
T.AS BU11.7 "':�9. �NOIANP,011,1111100001
:''�Q.
BENCHMARK
TOP OF CASTING = 880.12
ALL UNDERGROUND SEWERS AND UTILITIES
SHOWN ARE PLOTTED BY SCALE FROM
"RECORD DRAWINGS' FURNISHED BY ENGINEER.
NOTE: THIS DRAWNG IS NOT INTENDED TO BE
REPRESENTED AS A RETRACEMENT OR ORIGINAL
BM NC
ARY SURVEY. A ROUTE SURVEY OR A
SURVEYOR LOCATION REPORT.
07�� � e' a9um
/25/20 CEJ
X,v ahM begin
cati b.
elO,e you dig.
10701 N. College Avenue Suite A Indianapolis, Indiana 46280 phone 317-844-9200 fax 317-844-9203 www.tnco.eco
Residential SANITARY SEWER PERMIT 999913686
Permit Tvne Final Subdivision Camden Walk
Project WO
Project Name
Project Developer
Lift Station
Treatment Plant
Parcel Acreage
EDU in Gallons
1142679439 Section Number
Camden Walk Section 2B Lot Number
Address Number
09 Towne Road Station Address 2
Local Sewer Charge - District Contribution
Plan Review and Inspection
Application Fee
EDU Fee
Interceptor Fee
Other Fees
Fees Due
Invoice Number
CTRWD WWTP Street
0.34 City
310
Zip Code
County
0.00
Builder
0.00
150.00
Phone Number
1984.00
Owner
0.00
Phone Number
0.00
2134.00
Occupant
Phone Number
2B
60
9882
Fiddlers Court
Carmel
Hamilton
Richard J. Carriger Co., Inc.
317-846-9221
PLEASE NOTE: Installation of building sewer shall be per the specifications of the I nuo [regional zjewer utility (see
reverse) and any conditions noted below. All installations shall be inspected by TriCo personnel during "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 stormwater, shall be permitted to enter TriCo's sanitary sewer system. TriCo will assume no
liability for drains which are below the grade level of the nearest downstream manhole nor for laterals which are
extended beneath driveways or sidewalks. The permit holder (property owner, developer or builder) will be
responsible for damages to TriCo's sewer system. This includes damages to manholes, castings, manhole lids and
the like; caused by construction activity on the building site which is the subject of this permit.
Inspections by TdCo are MANDATORY and shall be arranged by contacting TriCo's office at 844-9200 24 hours in
advance. All new construction will be placed on billing two months after connection has been made or when water is
connected, whichever comes first.
The building has: Main ID: CW718-CW717
Grease Trap Slab Foundation
Manhole IDs usMH cw-71e / Cw-717 DSMH
Grease Interceptor Crawl Space
Grit Interceptor Basement YES Lid Elevation 881.78 J/ 881.24
Grinder Station First Floor Elevation 883.30 J/ 883.30;/
Water Service Carmel Utilities Basement Elevation 873.30�/ 873.30 J
Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor 1.52'. 2.06 Ft.
Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Ejector Pump Only
J TriCo currently requires that an I&I inspection is performed and a Certificate of Compliance is issued prior to occupancy !
Y " sale of a properrty. Please review attached 1/1 Permit.
Manholes shall remain accessible at all times. Buried manholes will be corrected by the Developer/Owner.
rV Z The proper class of cleanout must be installed every 100 feet of lateral pipe measured from sewer main to structure.
The terms of the conditional permit, if any, are listed below
Plans have been submitted.
All fees have been paid.
No certificate of insurance required.
No additional permits required.
No manhole core permit required.
The facility is not classified as a FOG facility.
By signing below, I attest that I am f h the I
Builder / Owner Signature -
Printed Name W AR -
Approved By
(Notes)
and agree to accept responsibility for all work done under this perm t__
Phone Number
Ryan n, DisI icrErgineer '
Permit is valid or ONE"R from the date issued. Permit valid only with