HomeMy WebLinkAbout12090043.1 RevisedEX. STR. NO. 6
RIM 837.06
INVERT IN 814.31
EX. 8" SANITARY SEWER INVERT OUT 814.29
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1 TH STREET (20 ASPHAI T PA )I/AFNITI
NORTH LINE NE 1/4 SEC. 10- 17N -3E �AS�NG R
S90"00'00 "E 448.75 /
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680 45' 1/2
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TC= 825.05 SE SF � 3 i 1
INV. SW= 821.95 (12" PLASTIC) / N �fl,_ I I
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15' D.AU.E _ ( ` `\ $ °O 15 5' I
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STORM sE
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' DECIDUOUS(
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13" DE DUOUS
AREA TO REMAIN NDISTUR�' �(15 6ECI
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/ CONTRCr POINT 500 \, WATER VALVE 0 = I 6 '
ELEV = 831.85x. 4" DECIDUOUS Q
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ROUND INLET 1xlwwa
GRASS TC= 830.01
F INV. NW= 828.26 (6" STEEL) 30' DE Duou
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WATER SERVICE
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ELEV 832.35 1
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ABIF�OrED SAMTARIr
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AREA TO "REMAIN UNDISTURBED. f-
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S90'00'00"W �, `� � 448.75'
9'
9'
REMAIN
LAND DESCRIPTION
NE COR. NE 1 \4 PART OF THE WEST HALF OF THE NORTHEAST QUARTER OF SECTION 10, TOWNSHIP 17 NORTH, RANGE 3 EAST, HAMILTON COUNT(, INDIANA, AND BEING
SEC. 10- 17N -3E MORE PARTICULARLY DESCRIBED AS FOLLOWS:
/ S90'00'00 "E BEGINNING AT THE NORTHEAST CORNER OF SAID HALF - QUARTER SECTION; THENCE SOUTH 0 DEGREES 23 MINUTES 41 SECONDS WEST MEASURED (SOUTH
1326.70' 0 DEGREES 10 MINUTES WEST DEED) ALONG THE EAST LINE OF SAID HALF - QUARTER SECTION 745.80 FEET, THENCE SOUTH 90 DEGREES 00 MINUTES 00
12.0° SECONDS WEST, PARALLEL WITH THE NORTH LINE OF SAID HALF- QUARTER SECTION 448.75 FEET, THENCE NORTH 0 DEGREES 23 MINUTES 41 SECONDS
a W W W EAST, PARALLEL WITH SAID EAST LINE, 745.80 FEET TO SAID NORTH LINE; THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST ALONG SAID
000-0 NORTH LINE 448.75 FEET TO THE POINT OF BEGINNING.
EXCEPT:
EX. 8" SANITARY SEWER PART OF THE WEST HALF OF THE NORTHEAST QUARTER OF SECTION 10, TOWNSHIP 17 NORTH, RANGE 3 EAST, HAMILTON COUNTY, INDIANA, AND BEING
EX. STR. N0. 5 MORE PARTICULARLY DESCRIBED AS FOLLOWS:
RIM 838.61 BEGINNING AT THE NORTHEAST CORNER OF SAID HALF - QUARTER SECTION; THENCE SOUTH 00 DEGREES 23 MINUTES 41 SECONDS WEST (ASSUMED
INVERT IN N 812.18 BE ON AND ALONG THE EAST LINE OF SAID HALF - QUARTER SECTION 354.52 FEET TO A PK NAIL SET, THENCE NORTH 89 DEGREES 29 MINUTES
INVERT OUT 812.00 32 SECONDS WEST 60.15 FEET TO A 5/8 INCH REBAR WITH CAP SET, THENCE SOUTH 00 DEGREES 23 MINUTES 41 SECONDS WEST 8.05 FEET TO A 5/8
INCH REBAR WITH CAP SET, THENCE NORTH 89 DEGREES 29 MINUTES 32 SECONDS WEST 388.50 FEET; THENCE NORTH 00 DEGREES 23 MINUTES 41
SECONDS EAST, PARALLEL TO SAID EAST LINE 358.39 FEET, THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST, ON AND ALONG THE NORTH
LINE OF SAID HALF QUARTER, 448.75 FEET TO THE POINT OF BEGINNING.
ALSO:
LOT NUMBER 1 IN KOSENE SUBDIVISION, A SUBDIVISION IN CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA, AS PER PLAT THEREOF RECORDED OCTOBER 9,
1991 AS INSTRUMENT NUMBER 9126877 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA.
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CONSTRUCTION DRIVE
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2) Sediment discharge and tracking from lot sha!I be minimized. Sediment which leaves the site
Ordinance.
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must be cleaned up daily and hauled to an appropriate location. Sediment must be swept
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Storm Sewer Lines
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3) Construction Entrance must be maintained and/ or top dressed as needed to minimize
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protected if existing along side lot line) during construction and to remain
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4) Adjacent lots disturbed by an individual lot operator must be repaired and stabilized.
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5) Changes or deviations to this plan shall be submitted to the Carmel Stormwater Utlity
lot and not towards existing or proposed residence.
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NOTES:
CONSTRUCTION DRIVE
Proposed Grades
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Temporary construction drive to comply with Carmel Stom Water Management
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2) Sediment discharge and tracking from lot sha!I be minimized. Sediment which leaves the site
Ordinance.
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must be cleaned up daily and hauled to an appropriate location. Sediment must be swept
GENTLE SWALE STATEMENT
Storm Sewer Lines
from streets, not flushed.
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3) Construction Entrance must be maintained and/ or top dressed as needed to minimize
Gentle Swale required to be constructed prior to lot stal:)Iftation (or to be
Manhole (Sanitary or Storm)
15
protected if existing along side lot line) during construction and to remain
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4) Adjacent lots disturbed by an individual lot operator must be repaired and stabilized.
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5) Changes or deviations to this plan shall be submitted to the Carmel Stormwater Utlity
lot and not towards existing or proposed residence.
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Services for approval.
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sediment control measure until the lot is stabilized. The operator must comply with all
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The overall project site operator for this site Is:
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7) Area drain / manhole protection must also be used for sanitary manholes for protection
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BENCH MARKS
'9M 106: REBAR W /CAP STAMPED "SCHNEIDER RANDOM POINT" 231 FEET WEST OF THE CENTERLINE OF HUSSEY LN., 5 FEET
SOUTH OF THE EDGE OF PAVEMENT.
ELEV. 835.15
TOM 107: REBAR W /CAP STAMPED "SCHNEIDER RANDOM POINT" 197 FEET EAST OF THE FIRST DRIVE WEST OF WILLIAMS CREEK,
22 FEET SOUTH OF THE EDGE OF PAVEMENT.
ELEV. 830.32
TBM 500: SET REBAR W /CAP STAMPED "SCHNEIDER RANDOM POINT" 208 FEET WEST OF THE CENTERLINE OF HUSSEY LN., 910 FEET
SOUTH OF THE CENTERLINE OF 106TH STREET.
ELEV. 831.85
TBM 501: SET REBAR W /CAP STAMPED "SCHNEIDER RANDOM POINT" 42 FEET WEST OF THE CENTERLINE OF HUSSEY LN., 978 FEET
SOUTH OF THE CENTERLINE OF 106TH STREET.
ELEV. 832.35
This survey reflects above ground indications of utilities and information available from utility companies. IUPPS ticket number 1208082758 dated 8/08/2012. The surveyor makes no
guarantee that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor further does not warranty that '.he underground utilities
shown are in the exact location indicated, although he does certify that they are located as accurately as possible from the information available. The surveyor has not physically located the
underground utilities.
Community Restrictions - Zoning and Setbacks
Side Yard = 6 feet Rear Yard = 20 feet
Aggregate = 12 feet BH
Zoning = R1/PD
The client and contractor's attention are directed to the following notes:
• Purpose - The within plot plan was prepared only for the benefit of the parties indicated hereon and for the express purpose of obtaining a residential construction permit only.
• Information from others - ? , ?: plot plan was compiled based in part on documents, such as construction plans or record drawings, prepared by other s, and the Schneider Corporation
cannot and does not warrant the accuracy, completeness, acceptance o• sufficiency of such information.
• Lowest Finished Floor Elevation - The lowest floor elevation depicted hereon has been determined based on a variety of factors including, but not limited to, (i) the pad grades, elevations
and /or contours taken from the onstruction plans for this subdivision, (11) the architectural plans for the dwelling, and (iii) nearby bodies of water and Jurisci tiunal flood protection grades,
if any. Unless otherwise stated, io information about water tables, soil conditions, or soil types has been provided or stated on said plans. If any ground tinter is encountered during the
excavation, or if other known wat r elevation or soils conditions are present, the builder should contact The Schneider Corporation to discuss possible courSa3 of action.
• It is the undersigned's opinion that if the proposed finished grades are constructed as shown, the surface drainage on the subject lot will be satisfactory for residential construction.
• Minimal Tolerances - If the home location shown hereon has minimal tolerance for placement of said home due to its proximity to setback lines and /or easement lines, it is suggested that
the builder have the foundation p nned after the footing is poured to help ensure that the improvements do not encroach upon such lines.
• Existing Conditions - Contractors should verify existing conditions prior to any construction. Any discrepancy found on this drawing should be immediately reported to The Schneider
Corporation. Failure to do so will result in the contractor's assumption of all liability.
• Drainage - Contractor to ensure positive drainage away from structure(s).
• Sewer /Water Line Separation - Contractor to maintain a minimum distance of ten feet (10' -0 ") between water line and sanitary sewer laterals.
• Sanitary Lateral - Contractor shall cut excess off of sanitary lateral as necessary and begin from that point and connect to house.
• Sump Pumps - Contractor to place sump pump(s) as needed.
• Pavement and Manholes /Cleanouts - Contractor shall not place pavement or concrete, including driveways and sidewalks, on or within one foot (1' -0 ") horizontally of any sanitary sewer
manhole or clean out casting.
• Sidewalk Placement - It is the responsibility of the contractor to ensure correct sidewalk placement. See sidewalk details and /or as built plans as available for specific sidewalk details and
placement.
• Ramps - Contractor to install ramps in accordance with municipality requirements.
• Driveway - Drive shall be constructed in accordance with municipality requirements.
• Note - This drawing is not intended to be represented as a retracement or original boundary survey, a route survey, or a surveyor location report.
Flood Hazard Statement
The accuracy of any flood hazard data shown on this plot plan is subject to map scale uncertainty and to any other uncertainty in location or elevation on the referenced flood insurance rate map (FIRM). ALL of
the within described land DOES NOT LIE within that Special Flood Hazard Area Zone "A ", as said land plots by scale on Community Map Panel 18057CO208F of the flood insurance rate map (FIRM) for Hamilton
County, Indiana, dated February 19, 2003.
Finished Floor Elevation (FFE) Information
Pad Grade = 830.0 per calc
Pad Grade + 3.7' = Garage FIFE (833.7)
Garage FFE + 0.8' = Residence FIFE (834.5)
Residence FIFE - 10.0' = Basement FFE (824.5)
• Garage Finish Floor Elevation - The garage finish floor elevation is 1.6 feet below the centerline of Hussey Lane.
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NOTES:
CONSTRUCTION DRIVE
Proposed Grades
1) All erosion control measures must be maintained and functional through construction.
Temporary construction drive to comply with Carmel Stom Water Management
a,
2) Sediment discharge and tracking from lot sha!I be minimized. Sediment which leaves the site
Ordinance.
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N
must be cleaned up daily and hauled to an appropriate location. Sediment must be swept
GENTLE SWALE STATEMENT
Storm Sewer Lines
from streets, not flushed.
Water Service Lines
8
3) Construction Entrance must be maintained and/ or top dressed as needed to minimize
Gentle Swale required to be constructed prior to lot stal:)Iftation (or to be
Manhole (Sanitary or Storm)
sediment from leaving the site.
protected if existing along side lot line) during construction and to remain
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4) Adjacent lots disturbed by an individual lot operator must be repaired and stabilized.
post- construction to direct sheet drained watershed towards the front and back of
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5) Changes or deviations to this plan shall be submitted to the Carmel Stormwater Utlity
lot and not towards existing or proposed residence.
- ... • • •
Services for approval.
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6) The individual lot operator is responsible for installation and maintenance of all erosion and
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sediment control measure until the lot is stabilized. The operator must comply with all
requirements of the storm water management ordinance of Carmel, Indiana.
The overall project site operator for this site Is:
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7) Area drain / manhole protection must also be used for sanitary manholes for protection
Operator Name: Lindsay S. Fernandez
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during home construction.
Company name: JAMMAS LLC
Address: 10685 Thorny Ridge Trace
8) Front lot lines shall have non -woven silt fence. Back lot line may be woven or non -woven silt
Fishers, Indiana 46037
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fence.
Phone jf: (317) 356 -2555
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ASSUMED NORTH
SCALE 1" = 40'
40 a 20 40 80
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TYPICAL SWALE SECTI ON
NOTE: IN THE RESIDENTIAL DISTRI:.TS LIMITING
HEIGHT TO TWENTY -FIVE (25) FEEL A DWELLING
MAY BE INCREASED IN HEIGHT TO THIRTY -FIVE (35)
FEET PROVIDED THE SIDE AND REAR YARDS ARE
INCREASED AN ADDITIONAL FOOT FOR EACH FOOT
SUCH STRUCTURE EXCEEDS TWENTY -FIVE (25) FEET
IN HEIGHT. PER CARMEL ZONING ORDINANCE 26.1.1.
EROSION
$
Plot Plan Legend
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Proposed Grades
000.0
Existing Grades
--000.0-1 Contour Grade
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Approx. Lateral Location
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Sanitary Sewer Lines
of
Storm Sewer Lines
w
Water Service Lines
- - -
- Sub- Surface Drain Lines
•
Manhole (Sanitary or Storm)
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Beehive Inlet (Storm)
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Curb Inlet (Storm)
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End Section (Storm)
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Fire Hydrant
- ... • • •
- Flow Line of swale
Building Line (BL / BSL)
- - - - - - - Easement Line
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SCALE 1" = 40'
40 a 20 40 80
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SCOPE r 4.� SHOP
TYPICAL SWALE SECTI ON
NOTE: IN THE RESIDENTIAL DISTRI:.TS LIMITING
HEIGHT TO TWENTY -FIVE (25) FEEL A DWELLING
MAY BE INCREASED IN HEIGHT TO THIRTY -FIVE (35)
FEET PROVIDED THE SIDE AND REAR YARDS ARE
INCREASED AN ADDITIONAL FOOT FOR EACH FOOT
SUCH STRUCTURE EXCEEDS TWENTY -FIVE (25) FEET
IN HEIGHT. PER CARMEL ZONING ORDINANCE 26.1.1.
EROSION
$
OONTROL LEGEND
E)OSTING SANITARY SEWER LINE
$�
EIaSTING STORM SEWER LINE
SF SILT FENCING OR
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AREA TO REMAIN UNDISTURBED
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DRAINAGE FLOW ARROW
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PERMANENT SEED
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TEMPORARY CONSTRUCTION ENTRANCE
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SOIL STOCKPILE PROTECTION
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SUB - SURFACE DRAIN
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PAD ELEVATION
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THE SCHNEIDER CORI
Historic Fort HGrrisor
8901 Otis Avenue
Indianapolis, IN 462
Telephone: 317.826.-)
Fax: 317.826.7200
www.schr-eidercorp.co
Architecture
Civil Engineering
Environmental Engine
Geotechnical Service:
GIS * LIS
Home Builder Service
Interior Design
Land Surveying-
Landscape ArchitectL
Transportation Engine
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DATE:
PROJECT
8 -14 -12
201
DRAWN BY:
CHECKED
dug
REVISIONS:
9 -04 -12 dig
ADDED TOPO AND
9 -06 -12 dig
REVISED OPERATOR
10 -01 -12 dig
REVISED
FOUNDATI
DRAWING FILES:
SHEET NO.: