HomeMy WebLinkAbout06 C201 Site Development PlanU.U.E. COMMOM AREA
196.01-
MIN. F.C.
897"--- 7 5
898
S89'35'35 "E, 317.03'
BWD
506
SCHMIDLER DRIVE
898.1
_a 8OF
i 100.00' �a
I0;
97.0
r00
7
100.00'
98.0
MIN. F.G.
196.51
--190 1
{98.01
97.8
MIN. F.C.
22.00'
22.00'
25.00
D.U.E.
BWD
504
27
899.701
30" RCP 100.00'
896.10>
899.50
100.00'
97.
MIN F P.C.
MIN. F.G.
15.00
D.U.E
25.00'
D.U.E.
HANDICAP RAMP
(TYP.)
15.00 15.00
D.U.E
15.00
D.U.E.
UGT._
898.70
26
1898.80)
100.00' 194.0
19 4. 61
898.50
95.00'
MIN. F.C.
390.00'
1.0%
10.00'
D.U.E.
D.U.E. COMMOM AREA
ADJUST SANITARY MH
TO NEW GRADES (SEE.
ENTRY DETAIL)
0
Sanitary Manhole
T.C. 893.21
E 8" PVC 883.69
W 8" PVC 883.61
897.70
<896.00>
100.00'
100.00'
5 C01 C. WALK TYP.
1
100.00'
894.50
6
897.80
I 100.
MIN. F.
MIN. F.G
1 5.0 5.0
D.U.E .U.E
194.00
T.C.
T.C.
1 93.801
100.00'
95.00' 7.07
95.00'%
D.U.E.
5.00'
D.U.E.
896.50,
OHE
MIN. F.G.
<895.90>
4
898.60,
1 00.00'
MIN. F.C.
si; l':' N oCi
r
913' B -W
I
I
I
.0L2: g
8 R
I W
l Z
0--
Q
rN o
N ',6
N o i
PV T. 8 RCP
93.28 T.C.
G T U
12" RCP
90222122 .202=
7.07'`
899.40
0 0
100.00'
100.00'
95.00'
100.00' r�
899.20
MIN. F.G.
MIN. F.G.
ADJUST EXISTING
SANITARY CASTING
TO ELEV. 895.80
0 0
893.50>
2
0 0
100.00'
100.00'
1.0% 100.00'
•p"� •=m-name
18" RCP
898.
98.5
MIN. F.C.
100.00'
5' CONC. WALK YR
MIN. F.C.
96.0
MIN. F.G.
100.00' 195
35.01'
Sanitary Manhole
T.C. 894.66
'E 8" PVC 884.79"
W 8" PVC 884.71
D.U.E. COMMOM AREA
100.00'
<897.00>
[898.501
100.00'
490.29'
06.8
MIN. F.C.
MIN: F.C.
■.0 I, 5.51
00■ 1.0%
A
2 ti ailiNtileSl laftetta -S l� y 1_ r
710
item, A la i
T o
UGT
100.00' 98
MIN. F. G. MIN. F.C.
901.101
<897.60>
899.30
100.00'
C
MIN. F.C.
COMMOM ARE
189.64'
100.00
897.30
100.00'
5" RCP 1
897.30
900.70
00.00'
MIN. F.G.
10.Q0'
D.U.E.
10.00'
D.U.E.
UGT
19 6
7.10'
8.00'
22.04'
PROPOSED LEGEND
9t
BWD
501
TOE' OF CURES ELEV. MASS EXCAVATION GRADE
GUITF =P EL E
<9 5 257)-
MIN. F.G.
<895.10;
1.00%
D.U.E.
-MAN
0 0
HANDICAP RAMP
SANITARY SEWER SERVICE LATERAL
SANITARY MANHOLE
SANITARY SEWER CLEANOUT
STORM SEWER
STORM SEWER INLET
PIPE END SECTION
UNDERDRAIN
STORM STRUCTURE NUMBER
SANITARY STRUCTURE NUMBER
WATER MAIN
FIRE HYDRANT
WATER VALVE
WATER LINE TEE
WATER LINE REDUCER
WATER SERVICE LINE
MINIMUM FINISHED GRADES
(ESTABLISHED BY THE HOME OWNER)
MINIMUM FINISHED FLOOR ELEVATION 0.5')
(FIRST FLOOR OF HOME)
(DEVIATIONS MUST BE APPROVED BY THE DEVELOPER)
MINIMUM LOWER LEVEL EXTERIOR DOOR OR
WINDOW SILL ELEVATION.
GRADE
DRAINAGE UTILITY EASEMENT
MINIMUM SIDE YARD SWALE
(GRADES TO BE ESTABLISHED BY THE HOME OWNER)
SWALE FLOWLINE
10' ASPHALT PATH
:"i CONCRETE WALK
co
25.00'
D.U.E.
96.51
Sanitary Manhole--
O la 896.11
N 8" PVC 882.17
W 8" PVC 881,98
<893.20>
44
`898.701
"MIK F.G. 159.99'
Sanitary Manhole
T.C. 896.31
E. 8" PVC 882.47
S 8" PVC 882.32
<896.10>
45
900.601
44
II I
20 -00' I 20.00'
D.0 -E. D.U.P.
w
831
C
OHU
OHE
UGT
UGE
WV
N
31
900.10
160.00'
1.0
MIN
896.1g>
30
`900.10
(0 .7
17" RCP
135.00'
SPOT ELEVATION (TOP OF CURB)
SPOT ELEVATION
CONTOUR
ARCA /STREET LIGHT(WITH SIGN)
AREA /STREET LIGHT
AREA /STREET LIGHT(MULTIPLE HEAD WITH SIGN)
APEA /STREET LIGHT(MULTIPLE HEAD)
UTILITY POLE:
GUY ANCHOR
t_� t_
TELEPHONE MANHOLE
TELEPHONE RISER
TRANSFORMER
OVERHEAD UTILITIES
OVERHEAD ELECTRIC
OVERHEAD
TELEPHONE
UNDERGROUND ELECTRIC
w- WATER LINE
WATER VALVE
FIRE_ HYDRANT
MIN. P'C;
EXISTING LEGEND
<895.10>
8
900.40,
MIN. F.C. 140.00'
121.05'
-GAS
GV
N
El
O
X
d
a
GAS- GAS LINE
GAS VALVE
GAS METER
DECIDUOUS TREE
EVERGREEN TREE
BUSH
CHAIN LINK FENCE
WOOD PRIVACY FENCE
BARB WIRE FENCE
SIGN
MAILBOX
DRAINAGE MANHOLE
SANITARY MANHOLE
011/0=0 aw020
D.U.E. COMMOM AREA
95.401
O 'D
100.00'
<895.65>
5
0
0
94.851H.
HOLEY MOLEY SAYS
"DIG SAFELY"
"IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
CALL TOLL FREE
PER INDIANA STATE LAW IC8 -1 -26.
IT IS AGAINST THE LAW TO EXCAVATE WITHOUT
NOTIFYING THE UNDERGROUND LOCATION SERVICE
TWO (2) WORKING DAYS BEFORE COMMENCING WORK.
N "w
466.61'
>00
1 -800- 382 -5544
100.00'
NOTES
1. SEE SHEET "C801" "802" "C803" FOR SITE DETAILS.
2. SEE SHEET "C901" FOR SITE SPECIFICATIONS.
3. ALL CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY SHALL CONFORM TO
CITY OF CARMEL STANDARDS AND REQUIREMENTS.
4. TC TOP OF CURB TOP OF CASTING.
5. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE.
6. COMPACTED GRANULAR BACKFILL REQUIRED OVER ALL UTILITIES IN PAVED
AREAS.
7. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE ALL
MAINS, CONDUITS, SERVICE LINES, ETC., IN THE AFFECTED CONSTRUCTION
AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE
WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY
STRUCTURES AND FACILITIES, THEIR SUPPORT AND MAINTENANCE DURING
CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY) IS THE
EXPRESSED RESPONSIBILITY OF THE CONTRACTOR.
8. RCP REINFORCED CONCRETE PIPE CLASS III
PVC POLYVINYL CHLORIDE SANITARY SEWER ASTM D -3034, SDR -35
HCSP HELICALLY CORRUGATED STEEL PIPE 16 GAUGE ALUMINIZED
9. FLEXIBLE PIPE TO BE INSTALLED PER ASTM D -2321, CLASS 1,2, OR 3
BEDDING. RIGID PIPE TO BE INSTALLED PER ASTM C -12.
10. FOR SOIL EROSION CONTROL DATA SEE SHEETS "C203" THRU "C206"
11. FOR SANITARY SEWER PLAN AND PROFILE SEE SHEET "C501" THRU "C505"
12. FOR STORM SEWER PLAN PROFILES SEE SHEET "C701" THRU "C706
13. FOR STREET PLAN AND PROFILES SEE SHEETS "C301" THRU "C305
EXISTAVG OFF -SITE DRAIN TLES
ALL EXISTING OFF -SITE DRAIN TILES THAT ARE ENCOUNTERED
SHALL BE TIED INTO THE PROPOSED STORM SEWER SYSTEM
WITH POSITIVE OUTFLOW. ANY EXISTING ON -SITE DRAIN TILE
ENCOUNTERED THAT STAYS COMPLETELY ON -SITE SHALL BE
CRUSHED AND ABANDON
N83'1 36
1 22
eft
897
LAND DESCRIPTION
PARCEL 1
A PART OF THE WEST HALF OF THE NORTHWEST QUARTER OF SECTION 30, TOWNSHIP 18 NORTH,
RANGE 3 EAST IN CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF THE WEST HALF OF THE NORTHWEST QUARTER OF
SAID SECTION 30; THENCE NORTH 00 DEGREES 00 MINUTES 24 SECONDS EAST (DEED
BEARING) ALONG THE EAST LINE OF SAID WEST HALF 70.00 FEET TO THE NORTH LINE OF THE
PROPOSED RIGHT -OF -WAY GRANT FOR 131ST STREET AND THE POINT OF BEGINNING; THENCE
CONTINUING NORTH 00 DEGREES 00 MINUTES 24 SECONDS EAST ALONG SAID EAST LINE
596.60 FEET; THENCE NORTH 83 DEGREES 13 MINUTES 36 SECONDS WEST 229.30 FEET;
THENCE NORTH 58 DEGREES 22 MINUTES 36 SECONDS WEST 166.00 FEET; THENCE NORTH 86
DEGREES 08 MINUTES 09 SECONDS WEST 466.61 FEET; THENCE NORTH 00 DEGREES 00
MINUTES 24 SECONDS EAST PARALLEL WITH THE EAST LINE OF SAID WEST HALF 1319.00 FEET;
THENCE NORTH 85 DEGREES 55 MINUTES 42 SECONDS WEST 646.30 FEET TO THE WEST LINE
OF SAID NORTHWEST QUARTER; THENCE SOUTH 00 DEGREES 03 MINUTES 18 SECONDS WEST
ALONG SAID WEST LINE 1832.20 FEET; THENCE SOUTH 89 DEGREES 35 MINUTES 35
SECONDS EAST PARALLEL WITH THE SOUTH LINE OF SAID WEST HALF 317.03 FEET; THENCE
SOUTH 00 DEGREES 03 MINUTES 18 SECONDS WEST PARALLEL WITH THE WEST LINE OF SAID
NORTHWEST QUARTER 264.30 FEET TO THE NORTH LINE OF THE PROPOSED RIGHT -OF -WAY GRANT
FOR 131ST STREET; THENCE SOUTH 89 DEGREES 35 MINUTES 35 SECONDS EAST ALONG SAID
NORTH LINE AND PARALLEL WITH THE SOUTH LINE OF SAID WEST HALF 1164.06 FEET TO THE
POINT OF BEGINNING, CONTAINING 41.902 ACRES, MORE OR LESS.
FLOOD PLAIN NOTE
THE SUBJECT PROPERTY LIES WITHIN A FLOOD ZONE X (AREAS DETERMINED TO BE OUTSIDE THE
500 -YEAR FLOODPLAIN) AS PLOTTED BY SCALE FROM "FIRM FLOOD INSURANCE RATE MAP,
COMMUNITY PANEL NUMBER 180081 CO205 F, CITY OF CARMEL, HAMILTON COUNTY, INDIANA,
EFFECTIVE DATE, FEBURARY 19, 2003.
W
0
u)
20' REAR B.S.L.
25' FRONT B.S.L.
R/W
YPICAL LOT BUILDING SETBACKS
ti
ADJUST SANITARY MH
TO NEW GRADES (SEE
ENTRY DETAIL)
Sanitary Manhole
T.C. 893.82
N 6" PVC 890.02
NNE 6" PVC 890.02
NE 6" PVC 890.02
S 8" PVC 889.32
INSTALL CURB UNDERDRAIN IN
RADIUS AT MINIMUM SLOPE TO
DRAIN BACK TO CURB INLET
STRUCTURE #701.
END SECTION
INV. 896.00
40.00'
PROPOSED
R/W
ROAD SIDE SWALE
20.00'
EX. R/W
Sanitary Manhole
T.C. 901.97
N 8" PVC 886.90
S 8" PVC 886.78
W 8" PVC 886.57
W I
in
INCHES
0"
0' 30'
FEET
60'
2"
120'
E
66
nee
3.
7/23 /04
PER CITY OF CARMEL, HAMILTON
COUNTY SURVEYOR, AND SCS
COMMENTS
2.
6/30/04
PER CTE /CLAY WASTE COMMENTS
1.
6/30/04
PER SCS COMMENTS
NO.
DATE
REI4S/ON DESCRIPTION
\∎1III1II iiiii
G
i Sk'', \S T E RE D `\<r
N0.`
900119 *1
-0 Ft-
-73 STATE OF
rte` c /AID I f+,1•1 P c 3
%�,ONAL T1111111E \pry
1\
t() CIS k)
CLIENT.
PLATINUM
LLC
9551 DELEGATES ROW
INDIANA 46250
PHONE: 317 -818 -2900
FAX: 317 -818 -2910
PROPERTIES
INDIANAPOLIS,
CONf1DENITAL/TY STATEMENT
understands that
owned by 1E1, and also,
and confidential
Accordingly, the recipient
in strict confidence
these materials to any
not to make copies of
agrees to use the
purpose for which IEI
and recipient agrees
either upon completion of
the request of IEI,
The recipient of these materials
copyright in the materials is
that the materials contain priviledged
business information of IEI.
agrees to retain these materials
and agrees not to disclose
other party and further agrees
the materials. The recipient
materials only for the limited
has made the materials available,
to return all materials to IEI
the intended purpose or upon
whichever comes first.
SITE ADDRESS;
SUBDIVISION
WEST ROAD
INDIANA
BELLEWOOD
131st STREET
CARMEL,
SCALE 1 60'
DAT 7/23/04
DESIGNED BY.• D G P
DRAWN BY M EG
CHECKED R. DGP
fELD BOOK f 03 -03
f7LE NAME 0327DP.dwg
DRANK TITLE
PLAN
SITE DEVELOPMENT
SHEET NO•
C201
U.U.E. COMMOM AREA
196.01-
MIN. F.C.
897"--- 7 5
898
S89'35'35 "E, 317.03'
BWD
506
SCHMIDLER DRIVE
898.1
_a 8OF
i 100.00' �a
I0;
97.0
r00
7
100.00'
98.0
MIN. F.G.
196.51
--190 1
{98.01
97.8
MIN. F.C.
22.00'
22.00'
25.00
D.U.E.
BWD
504
27
899.701
30" RCP 100.00'
896.10>
899.50
100.00'
97.
MIN F P.C.
MIN. F.G.
15.00
D.U.E
25.00'
D.U.E.
HANDICAP RAMP
(TYP.)
15.00 15.00
D.U.E
15.00
D.U.E.
UGT._
898.70
26
1898.80)
100.00' 194.0
19 4. 61
898.50
95.00'
MIN. F.C.
390.00'
1.0%
10.00'
D.U.E.
D.U.E. COMMOM AREA
ADJUST SANITARY MH
TO NEW GRADES (SEE.
ENTRY DETAIL)
0
Sanitary Manhole
T.C. 893.21
E 8" PVC 883.69
W 8" PVC 883.61
897.70
<896.00>
100.00'
100.00'
5 C01 C. WALK TYP.
1
100.00'
894.50
6
897.80
I 100.
MIN. F.
MIN. F.G
1 5.0 5.0
D.U.E .U.E
194.00
T.C.
T.C.
1 93.801
100.00'
95.00' 7.07
95.00'%
D.U.E.
5.00'
D.U.E.
896.50,
OHE
MIN. F.G.
<895.90>
4
898.60,
1 00.00'
MIN. F.C.
si; l':' N oCi
r
913' B -W
I
I
I
.0L2: g
8 R
I W
l Z
0--
Q
rN o
N ',6
N o i
PV T. 8 RCP
93.28 T.C.
G T U
12" RCP
90222122 .202=
7.07'`
899.40
0 0
100.00'
100.00'
95.00'
100.00' r�
899.20
MIN. F.G.
MIN. F.G.
ADJUST EXISTING
SANITARY CASTING
TO ELEV. 895.80
0 0
893.50>
2
0 0
100.00'
100.00'
1.0% 100.00'
•p"� •=m-name
18" RCP
898.
98.5
MIN. F.C.
100.00'
5' CONC. WALK YR
MIN. F.C.
96.0
MIN. F.G.
100.00' 195
35.01'
Sanitary Manhole
T.C. 894.66
'E 8" PVC 884.79"
W 8" PVC 884.71
D.U.E. COMMOM AREA
100.00'
<897.00>
[898.501
100.00'
490.29'
06.8
MIN. F.C.
MIN: F.C.
■.0 I, 5.51
00■ 1.0%
A
2 ti ailiNtileSl laftetta -S l� y 1_ r
710
item, A la i
T o
UGT
100.00' 98
MIN. F. G. MIN. F.C.
901.101
<897.60>
899.30
100.00'
C
MIN. F.C.
COMMOM ARE
189.64'
100.00
897.30
100.00'
5" RCP 1
897.30
900.70
00.00'
MIN. F.G.
10.Q0'
D.U.E.
10.00'
D.U.E.
UGT
19 6
7.10'
8.00'
22.04'
PROPOSED LEGEND
9t
BWD
501
TOE' OF CURES ELEV. MASS EXCAVATION GRADE
GUITF =P EL E
<9 5 257)-
MIN. F.G.
<895.10;
1.00%
D.U.E.
-MAN
0 0
HANDICAP RAMP
SANITARY SEWER SERVICE LATERAL
SANITARY MANHOLE
SANITARY SEWER CLEANOUT
STORM SEWER
STORM SEWER INLET
PIPE END SECTION
UNDERDRAIN
STORM STRUCTURE NUMBER
SANITARY STRUCTURE NUMBER
WATER MAIN
FIRE HYDRANT
WATER VALVE
WATER LINE TEE
WATER LINE REDUCER
WATER SERVICE LINE
MINIMUM FINISHED GRADES
(ESTABLISHED BY THE HOME OWNER)
MINIMUM FINISHED FLOOR ELEVATION 0.5')
(FIRST FLOOR OF HOME)
(DEVIATIONS MUST BE APPROVED BY THE DEVELOPER)
MINIMUM LOWER LEVEL EXTERIOR DOOR OR
WINDOW SILL ELEVATION.
GRADE
DRAINAGE UTILITY EASEMENT
MINIMUM SIDE YARD SWALE
(GRADES TO BE ESTABLISHED BY THE HOME OWNER)
SWALE FLOWLINE
10' ASPHALT PATH
:"i CONCRETE WALK
co
25.00'
D.U.E.
96.51
Sanitary Manhole--
O la 896.11
N 8" PVC 882.17
W 8" PVC 881,98
<893.20>
44
`898.701
"MIK F.G. 159.99'
Sanitary Manhole
T.C. 896.31
E. 8" PVC 882.47
S 8" PVC 882.32
<896.10>
45
900.601
44
II I
20 -00' I 20.00'
D.0 -E. D.U.P.
w
831
C
OHU
OHE
UGT
UGE
WV
N
31
900.10
160.00'
1.0
MIN
896.1g>
30
`900.10
(0 .7
17" RCP
135.00'
SPOT ELEVATION (TOP OF CURB)
SPOT ELEVATION
CONTOUR
ARCA /STREET LIGHT(WITH SIGN)
AREA /STREET LIGHT
AREA /STREET LIGHT(MULTIPLE HEAD WITH SIGN)
APEA /STREET LIGHT(MULTIPLE HEAD)
UTILITY POLE:
GUY ANCHOR
t_� t_
TELEPHONE MANHOLE
TELEPHONE RISER
TRANSFORMER
OVERHEAD UTILITIES
OVERHEAD ELECTRIC
OVERHEAD
TELEPHONE
UNDERGROUND ELECTRIC
w- WATER LINE
WATER VALVE
FIRE_ HYDRANT
MIN. P'C;
EXISTING LEGEND
<895.10>
8
900.40,
MIN. F.C. 140.00'
121.05'
-GAS
GV
N
El
O
X
d
a
GAS- GAS LINE
GAS VALVE
GAS METER
DECIDUOUS TREE
EVERGREEN TREE
BUSH
CHAIN LINK FENCE
WOOD PRIVACY FENCE
BARB WIRE FENCE
SIGN
MAILBOX
DRAINAGE MANHOLE
SANITARY MANHOLE
011/0=0 aw020
D.U.E. COMMOM AREA
95.401
O 'D
100.00'
<895.65>
5
0
0
94.851H.
HOLEY MOLEY SAYS
"DIG SAFELY"
"IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
CALL TOLL FREE
PER INDIANA STATE LAW IC8 -1 -26.
IT IS AGAINST THE LAW TO EXCAVATE WITHOUT
NOTIFYING THE UNDERGROUND LOCATION SERVICE
TWO (2) WORKING DAYS BEFORE COMMENCING WORK.
N "w
466.61'
>00
1 -800- 382 -5544
100.00'
NOTES
1. SEE SHEET "C801" "802" "C803" FOR SITE DETAILS.
2. SEE SHEET "C901" FOR SITE SPECIFICATIONS.
3. ALL CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY SHALL CONFORM TO
CITY OF CARMEL STANDARDS AND REQUIREMENTS.
4. TC TOP OF CURB TOP OF CASTING.
5. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE.
6. COMPACTED GRANULAR BACKFILL REQUIRED OVER ALL UTILITIES IN PAVED
AREAS.
7. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE ALL
MAINS, CONDUITS, SERVICE LINES, ETC., IN THE AFFECTED CONSTRUCTION
AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE
WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY
STRUCTURES AND FACILITIES, THEIR SUPPORT AND MAINTENANCE DURING
CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY) IS THE
EXPRESSED RESPONSIBILITY OF THE CONTRACTOR.
8. RCP REINFORCED CONCRETE PIPE CLASS III
PVC POLYVINYL CHLORIDE SANITARY SEWER ASTM D -3034, SDR -35
HCSP HELICALLY CORRUGATED STEEL PIPE 16 GAUGE ALUMINIZED
9. FLEXIBLE PIPE TO BE INSTALLED PER ASTM D -2321, CLASS 1,2, OR 3
BEDDING. RIGID PIPE TO BE INSTALLED PER ASTM C -12.
10. FOR SOIL EROSION CONTROL DATA SEE SHEETS "C203" THRU "C206"
11. FOR SANITARY SEWER PLAN AND PROFILE SEE SHEET "C501" THRU "C505"
12. FOR STORM SEWER PLAN PROFILES SEE SHEET "C701" THRU "C706
13. FOR STREET PLAN AND PROFILES SEE SHEETS "C301" THRU "C305
EXISTAVG OFF -SITE DRAIN TLES
ALL EXISTING OFF -SITE DRAIN TILES THAT ARE ENCOUNTERED
SHALL BE TIED INTO THE PROPOSED STORM SEWER SYSTEM
WITH POSITIVE OUTFLOW. ANY EXISTING ON -SITE DRAIN TILE
ENCOUNTERED THAT STAYS COMPLETELY ON -SITE SHALL BE
CRUSHED AND ABANDON
N83'1 36
1 22
eft
897
LAND DESCRIPTION
PARCEL 1
A PART OF THE WEST HALF OF THE NORTHWEST QUARTER OF SECTION 30, TOWNSHIP 18 NORTH,
RANGE 3 EAST IN CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF THE WEST HALF OF THE NORTHWEST QUARTER OF
SAID SECTION 30; THENCE NORTH 00 DEGREES 00 MINUTES 24 SECONDS EAST (DEED
BEARING) ALONG THE EAST LINE OF SAID WEST HALF 70.00 FEET TO THE NORTH LINE OF THE
PROPOSED RIGHT -OF -WAY GRANT FOR 131ST STREET AND THE POINT OF BEGINNING; THENCE
CONTINUING NORTH 00 DEGREES 00 MINUTES 24 SECONDS EAST ALONG SAID EAST LINE
596.60 FEET; THENCE NORTH 83 DEGREES 13 MINUTES 36 SECONDS WEST 229.30 FEET;
THENCE NORTH 58 DEGREES 22 MINUTES 36 SECONDS WEST 166.00 FEET; THENCE NORTH 86
DEGREES 08 MINUTES 09 SECONDS WEST 466.61 FEET; THENCE NORTH 00 DEGREES 00
MINUTES 24 SECONDS EAST PARALLEL WITH THE EAST LINE OF SAID WEST HALF 1319.00 FEET;
THENCE NORTH 85 DEGREES 55 MINUTES 42 SECONDS WEST 646.30 FEET TO THE WEST LINE
OF SAID NORTHWEST QUARTER; THENCE SOUTH 00 DEGREES 03 MINUTES 18 SECONDS WEST
ALONG SAID WEST LINE 1832.20 FEET; THENCE SOUTH 89 DEGREES 35 MINUTES 35
SECONDS EAST PARALLEL WITH THE SOUTH LINE OF SAID WEST HALF 317.03 FEET; THENCE
SOUTH 00 DEGREES 03 MINUTES 18 SECONDS WEST PARALLEL WITH THE WEST LINE OF SAID
NORTHWEST QUARTER 264.30 FEET TO THE NORTH LINE OF THE PROPOSED RIGHT -OF -WAY GRANT
FOR 131ST STREET; THENCE SOUTH 89 DEGREES 35 MINUTES 35 SECONDS EAST ALONG SAID
NORTH LINE AND PARALLEL WITH THE SOUTH LINE OF SAID WEST HALF 1164.06 FEET TO THE
POINT OF BEGINNING, CONTAINING 41.902 ACRES, MORE OR LESS.
FLOOD PLAIN NOTE
THE SUBJECT PROPERTY LIES WITHIN A FLOOD ZONE X (AREAS DETERMINED TO BE OUTSIDE THE
500 -YEAR FLOODPLAIN) AS PLOTTED BY SCALE FROM "FIRM FLOOD INSURANCE RATE MAP,
COMMUNITY PANEL NUMBER 180081 CO205 F, CITY OF CARMEL, HAMILTON COUNTY, INDIANA,
EFFECTIVE DATE, FEBURARY 19, 2003.
W
0
u)
20' REAR B.S.L.
25' FRONT B.S.L.
R/W
YPICAL LOT BUILDING SETBACKS
ti
ADJUST SANITARY MH
TO NEW GRADES (SEE
ENTRY DETAIL)
Sanitary Manhole
T.C. 893.82
N 6" PVC 890.02
NNE 6" PVC 890.02
NE 6" PVC 890.02
S 8" PVC 889.32
INSTALL CURB UNDERDRAIN IN
RADIUS AT MINIMUM SLOPE TO
DRAIN BACK TO CURB INLET
STRUCTURE #701.
END SECTION
INV. 896.00
40.00'
PROPOSED
R/W
ROAD SIDE SWALE
20.00'
EX. R/W
Sanitary Manhole
T.C. 901.97
N 8" PVC 886.90
S 8" PVC 886.78
W 8" PVC 886.57
W I
in
INCHES
0"
0' 30'
FEET
60'
2"
120'
E
66