HomeMy WebLinkAboutCOP 010 - Plot Plan"BASE HOUSE STANDARD FEATURES"
W—xi =Proposed Grade
MODEL: WOODSIDE
Gar. FFE = 891.9
LOT # O
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1st Fir FFE = 893.7
B' FULL BASEMENT - NO WINDOW WELL
3 CAR SIDE ENTRY GARAGE
TOW = 892.7
±'� 11967 SF
5'XT DECK
BRICK WRAP
Bsmt FFE = 883.9 o
Drive Slope = 17.3%
PAD 891.4 PER PLAN
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Note:
MFFE 891.9 PER PLAN
"SELECTED FEATURES"
Note:
MFPG 891.9 PER PLAN
MLAG 891.4 PER PLAN
ELEV HR3R - RIGHT HAND
Min. Front Yard - 25'
Note:
9' FULL BASEMENT
Min. Side Yard - 4'
(2) 4'X4' WINDOW WELLS
Min. SY Aggregate -19'
Contractor should verify sump pit
Min. Structure separation -10'
location with Field Manager.
Min. Rear Yard - 25'
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The lowest elevation to have gravity sanitary sewer service must
be more than one (1) foot above the lowest top of casting
elevation of either the first upstream or downstream manhole on
the main line sewer to which the connection is made.
Flood Hazard Note:
Lot Number 10 Iles within Flood Hazard Zone "X"
(UNSHADED)per the scaled location on the Rood Insurance
Rate Maps for Hamilton County, Indiana (Community Panel
18057CO205G, dated November 19, 2014).
Note:
This document has been prepared for the benefit of the parties indicated hereon,
for the express use of obtaining a residential building permit
This document has been prepared and based upon the construction documents,
record drawings, and additional information prepared for this development by
others. This document is not based upon a field survey and Coor Consulting
does not warrant the accuracy or completeness of this information.
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303 WEST MAIN STREET KNIGHTSTOWN. INDIANA
(888) 593-2667 (765) 345-5943 FAX#: (765) 345-5692
DATE: 07/02/19 JOB #2018-115.010 REVISIONS:
• Conc Flatwork Sq. Ft = *1,548
Public Walk Sq Ft = ±425
Sod Sq Yds = *307
Seeding Sq Ft = ±5,557
" (Drive, Apron, 3' Walk, Patio, Stoops)
(PORCH NOT INCLUDED)
Note:
Contractor should verify site specific information depicted hereon with the
approved construction plans for this development In regards to sidewalk and
handicap ramp placement, widths, and construction. Contractor should verify site
specific information in regards to erosion control placement and materials. Also,
Contractor should reference Architectural plans for foundation orientation and
dimensions.
Unless otherwise stated hereon, no information pertaining to but not
The contractorlowner should verify existing conditions prior to construction. Any
varying field conditions or any discrepancy with the information contained hereon
should be immediately reported to COOR Consulting & Land Services, Corp.;
failure to do so would result in the contractorlowners assumption of liability.
Note:
Unless otherwise stated hereon, no information pertaining to but not limited to,
fluctuating water tables elevations, soil types, and conditions within the building
areas of this development have been provided andlor referenced on said
documents. With the excavation of the proposed structure foundations, certain
care and observations should be made in regard to such conditions as soil types
and fluctuating water tables. During the excavation process should any
unsuitable soils or ground water be witnessed, the builder shall be immediately
notified for further examination and consultation. At the builders discretion,
additional construction techniques may be necessary to alleviate future
problems.
COPPER RUN PLOT PLAN
P.C. 5, SLIDE 932 Prepared For:
INSTR. #2019002699
Ate
LOT # 10
13011 CHENILLE DRIVE
CARMEL, IN 46074 Pulte Homes of Indiana
W—xi =Proposed Grade
Per Plans
=Drainage Flow
`•",,,,,,
•••.,•,•N I� ••.,�r
S
c Gi
Overflow ArrowSW
NO.
STALE OF
Note:
+',,�
Manholes must remain accessible
S " `•�••`•
and at grade at all times.
�.
Note:
The lowest elevation to have gravity sanitary sewer service must
be more than one (1) foot above the lowest top of casting
elevation of either the first upstream or downstream manhole on
the main line sewer to which the connection is made.
Flood Hazard Note:
Lot Number 10 Iles within Flood Hazard Zone "X"
(UNSHADED)per the scaled location on the Rood Insurance
Rate Maps for Hamilton County, Indiana (Community Panel
18057CO205G, dated November 19, 2014).
Note:
This document has been prepared for the benefit of the parties indicated hereon,
for the express use of obtaining a residential building permit
This document has been prepared and based upon the construction documents,
record drawings, and additional information prepared for this development by
others. This document is not based upon a field survey and Coor Consulting
does not warrant the accuracy or completeness of this information.
o�g poc�c��9
o® n
303 WEST MAIN STREET KNIGHTSTOWN. INDIANA
(888) 593-2667 (765) 345-5943 FAX#: (765) 345-5692
DATE: 07/02/19 JOB #2018-115.010 REVISIONS:
• Conc Flatwork Sq. Ft = *1,548
Public Walk Sq Ft = ±425
Sod Sq Yds = *307
Seeding Sq Ft = ±5,557
" (Drive, Apron, 3' Walk, Patio, Stoops)
(PORCH NOT INCLUDED)
Note:
Contractor should verify site specific information depicted hereon with the
approved construction plans for this development In regards to sidewalk and
handicap ramp placement, widths, and construction. Contractor should verify site
specific information in regards to erosion control placement and materials. Also,
Contractor should reference Architectural plans for foundation orientation and
dimensions.
Unless otherwise stated hereon, no information pertaining to but not
The contractorlowner should verify existing conditions prior to construction. Any
varying field conditions or any discrepancy with the information contained hereon
should be immediately reported to COOR Consulting & Land Services, Corp.;
failure to do so would result in the contractorlowners assumption of liability.
Note:
Unless otherwise stated hereon, no information pertaining to but not limited to,
fluctuating water tables elevations, soil types, and conditions within the building
areas of this development have been provided andlor referenced on said
documents. With the excavation of the proposed structure foundations, certain
care and observations should be made in regard to such conditions as soil types
and fluctuating water tables. During the excavation process should any
unsuitable soils or ground water be witnessed, the builder shall be immediately
notified for further examination and consultation. At the builders discretion,
additional construction techniques may be necessary to alleviate future
problems.
COPPER RUN PLOT PLAN
P.C. 5, SLIDE 932 Prepared For:
INSTR. #2019002699
Ate
LOT # 10
13011 CHENILLE DRIVE
CARMEL, IN 46074 Pulte Homes of Indiana