HomeMy WebLinkAboutC200 Site Development PlanA part of the Northwest Quarter of Section 29, Township 18 North, Range 3 East, Hamilton County, Indiana, more
particularly described as follows:
Commencing at the Southwest corner of the said Quarter Section thence North 00 degrees 03 minutes 21 seconds East
1656.99 feet; thence North 90 degrees 00 minutes 00 seconds East 181.11 feet to the POINT OF BEGINNING; thence
continuing North 90 degrees 00 minutes 00 seconds East along said line, a distance of 234.31 feet to the point of
curvature of a curve concave northerly, the radius point of said curve being North 00 degrees 00 minutes 00 seconds
East 435.00 feet from said point; thence easterly along said curve 241.32 feet to the point of tangency of said curve,
said point being South 31 degrees 47 minutes 09 seconds East 435.00 feet from the radius point of said curve; thence
South 89 degrees 54 minutes 07 seconds East 491.37 feet to a point on a curve concave easterly, the radius point of
said curve being North 77 degrees 55 minutes 55 seconds East 125.00 feet from said point; thence southerly along said
curve 42.80 feet to the point of tangency of said curve, said point being South 58 degrees 18 minutes 55 seconds West
125.00 feet from the radius point of said curve; thence South 44 degrees 03 minutes 00 seconds West 108.38 feet to
the point of curvature of a curve concave easterly, the radius point of said curve being South 45 degrees 57 minutes 00
seconds East 72.00 feet from said point; thence southerly along said curve 55.32 feet to the point of tangency of said
curve, said point being North 89 degrees 58 minutes 26 seconds West 72.00 feet from the radius point of said curve;
thence South 00 degrees 01 minutes 34 seconds West 10.20 feet; thence North 89 degrees 58 minutes 26 seconds West
79.44 feet; thence South 00 degrees 01 minutes 34 seconds West 417.64 feet; thence South 89 degrees 31 minutes 57
seconds West 727.15 feet; thence North 00 degrees 01 minutes 34 seconds East 424.24 feet; thence North 89 degrees
58 minutes 26 seconds West 68.55 feet; thence North 00 degrees 01 minutes 34 seconds East 112.51 feet to the place
of beginning. Containing 10.207 acres, more or less, subject to all legal highways, rights -of -ways, easements, and
restrictions of record.
191$ .61
16.78
19 5.871
N90'00'00 "E
0 0 0
EX. YARD INLET
T.C. =913.50
IE= 911.36
EX. EX. STORM INLET
187 T.C.= 915.13
IE 911.02
W w
1915 571
EX. YARD INLET
T.C.=913.70
IE=91 0.01
1915.791
)915.01 x�
x916 1
916.11 1
.1 8 S.S.D. EX.
1 (1915.54j 191 14. 5
916.33 1 8.33
(915.781
Is16.c l
000 °0..
SWALE: 1% SLOPE
0 o o 1 111
EX. YARD INLEJ/
T.C.= 913.50
IE= 911.29
EX. STORM INLET
T.C. 914.95
IE= 910.95
EX.
179
EX
180'
1F!d 6 1�
fSFi67 rIFT[la
1914.01
EX. YARD INLET
T.C.= 913.10
IE= 909.15
ONCESSION
913:11
1915.53
1915.701
235 LF.
MIME LAT.
1915.07
191 -.741
)914.981
1914.741
ESL41
SWALE BUILT WITH SEC. 3
EX. EX. YARD INLET
T.C.= 913.50
IE= 911.36
914.8
)914.51
1914.19
SWALE: 1% SLOPE
91
EX.
196
5' SIDEWALK
V1NEi1 PINI14
N.P.= 907.60
2 YEAR ELEV. 909.
10 YEAR ELEV.= 910.74:•
100 YEAR ELEV.= 912.32
BOTTONt.'ELEV.= 897.60
PAM
(BUILT WITH SECTION 1)
191 .391
17
1912.61
1912.61
EX. YARD INLET
T.C.=91 2.00
IE= 908.26 (1
S.S.D.
9 2.90
EX. STORM INLET
T.C.= 912.90
E=907.82
TEMP
F.H.
TO BE
D=44'01'26''
R72.OQ';
55.32'
T: =29.11'
201A.
N90'00'00 "E
181 :11'
SVV CORNIER, NW 1/4
SEC. 2T18N -R3E
N §9'58'26 'W 68.55'
rr
STANFORD PARK AMENITY AREA
234.31'
913.71 HEIM NNW
1913.71
D= 31'4..7.9"
R'= 435.00'
L =241.32'
T =123.86'
S8931'S7."w
.......7
20' -0"
1" H.A.C. SURFACE #11
5" H.A.C. BINDER #5D
7" COMPACTED STONE #53
/VA:'/ COMPACTED SUBGRADE
PAVEMENT COMPOSITIONS
NOT -TO -SCALE
1 2' -0"
TYPICAL DRIVEWAY CROSS
cf
24' -0"
4
8" S.S.D.
2' -0"
NOTE:
ALL PAVING IS TO BE COMPLETED
IN ONE PAVING SEASON.
S89'S4'07':E
491.37'
20' -0"
LAKE #2
11
mai
89'58'26 "W 79.44'
NOTE TO CONTRACTOR:
CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO CONSTRUCTION
TO CONFIRM THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR STREETS.
CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY.
3"
10"
COMPACTED BACKFILL
TOPSOIL
6
EX. 8" VALVE
03
X
w
24"
4.5"
Q
NO GUTTER IN CURB
6 ,SLOPE AWAY FROM CURB
COMPACTED SUBGRADE
CONCRETE ROLL CURB NO GUTTER
(TYPE I)
D *1917 00'
R=1 25
L= 42:80
T= 21'41'
BE .CHMARKS:
LEGEND
EXISTING EDGE OF WOODS
EXISTING CONTOUR
EXISTING SANITARY SEWER
EXISTING STORM SEWER
PROPOSED GRADE
MATCH EXISTING
PROPOSED CONTOUR
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
<000 PROPOSED SWALE
PROPOSED 5' SIDEWALK (BY HOME BUILDER)
(DEVELOPER SHALL INSTALL SIDEWALKS
ALONG ALL COMMON AREAS)
8" S.S.D. (TO BE INSTALLED ALONG 1 OF ROAD)
IM .E.1
870
11111111111511M atill1I[1111111 MOVIE •■111111111■
PAVEMENT BOTTOM OF CURB
TRANSVERSE EXPANSION JOINTS V TRANSVERSE CONTRACTION JOINTS
SCALE: 1"= 40'
ROAD
LEE. 2 THE STATION IS LOCATED APPROX. 2.5 MILES NORTHEAST OF
ZIONSVILLE; AT THE INTERSECTION OF SHELBOURNE AND WEST
131ST STREET; IN THE SE 1/4 OF THE INTERSECTION; SET IN
TOP OF A CONCRETE POST, LEVEL WITH THE ROADWAY; A
.DEPARTMENT OF NATURAL RESOURCES BRASS CONTROL STATION
TABLET, STAMPED "LEE 2 AZI 1989 N.A.V.D.
ELEV.= 917.518
100'
TOP OF CURB
WHEN BUILT IN CONJUCTION WITH CONCRETE PAVEMENT, EXPANSION
AND CONTRACTION JOINTS SHOULD BE PLACED AT THE SAME
LOCATIONS AS IN THE PAVEMENT SLABS. THE CURB AND GUTTER
SHOULD BE TIED TO THE PAVEMENT BY 1/2" ROUND DEFORMED BARS
AT ABOUT 3 FOOT INTERVALS. IF NO CONCRETE PAVEMENT I5 BEING
BUILT AT THE TIME THE CURB IS CONSTRUCTED, EXPANSION JOINTS
SHOULD BE PLACED AT THE ENDS OF ALL RETURNS AND AT
INTERVALS NOT TO EXCEED 100 FEET. CONTRACTION JOINTS SHOULD
BE INSTALLED AT 20 FOOT SPACING.
CURB JOINT DETAIL
ALL PADS SHOULD BE TESTED TO ASSURE
A COMPACTION OF AT LEAST 95 PERCENT
OF THE MAXIMUM DRY DENSITY USING THE
STANDARD PROCTOR TEST METHOD.
ALL EXISTING OFF -SITE DRAIN TILES THAT ARE
ENCOUNTERED SHALL BE TIED INTO THE PROPOSED
STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW
"HOLEY MOLEY"
SAYS:
1 -800- 382 -5544
CALL TOLL FREE
1 800 428 -5200
FOR CALLS OUTSIDE OF INDIANA
CAUTION
STOEPp
s. No.
19358
STATE OF
o Q
k98 ION AL 00%
nn
LOCATION OF ALL EXISTING UNDERGROUND
UTILITIES SHOWN ON THIS PLAN ARE BASED
UPON ABOVE GROUND EVIDENCE. includin
9
but not limited to, manholes, inlets, valves,
marks made upon the ground by others.) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO
BE OTHER EXISITING UNDERGROUND UTILIITIES
FOR WHICH THERE IS NO ABOVE GROUND
EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS
OF SAID EXISTING UNDERGROUND UTILITIES
SHOULD BE VERIFIED BY THE CONTRACTOR
PRIOR TO ANY AND ALL CONSTRUCTION.
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SHEET NO.
C200
OFFICE OF THE HAMILTON COUNTY SURVEYOR
RIMI. ORA.-
J f
I' TIM1
I I I I I� I I I
11
1 I
I_� I I
rn-11 1111 I 11 111 111
UNDERDRAINS REQUIRED IN SWALES
RUSTING ORA.
P ROPODRD CLADR
y L1L
L 11 I =Iro IL:D,�1 Nal l l l
WITH LESS THAN 1X SLOPE
1 II
a
fi
1TI I 1 I
PROPOSED 1 I I
PRDPO aRADR
n•u BY D.IV
7=1 I
�I f-iTl 1 o i'
.O L aRAV U
UNDRRCUT
0
1 1 T"111 =I I I" I f-
PRRroRATRD RURRURTACR DRAIN (3.1 Pin
N,,
1 .rr'
412
WITH NININUN DA% LAN ra NT.
RR D 0. PLAN ran Kw
TYPICAL SWALE
Or NININUNI AND UM= RLRTATIONR.
DETAIL
IDRANIN0 NOT TO /CALM
HAMILTON COUNTY SURVEYOR'S OFFICE
APPROVED: -7 4/4 1-
STANDARD PLAN
D -16
RNT. C. WARD ANILTON CO Y WRY..
A part of the Northwest Quarter of Section 29, Township 18 North, Range 3 East, Hamilton County, Indiana, more
particularly described as follows:
Commencing at the Southwest corner of the said Quarter Section thence North 00 degrees 03 minutes 21 seconds East
1656.99 feet; thence North 90 degrees 00 minutes 00 seconds East 181.11 feet to the POINT OF BEGINNING; thence
continuing North 90 degrees 00 minutes 00 seconds East along said line, a distance of 234.31 feet to the point of
curvature of a curve concave northerly, the radius point of said curve being North 00 degrees 00 minutes 00 seconds
East 435.00 feet from said point; thence easterly along said curve 241.32 feet to the point of tangency of said curve,
said point being South 31 degrees 47 minutes 09 seconds East 435.00 feet from the radius point of said curve; thence
South 89 degrees 54 minutes 07 seconds East 491.37 feet to a point on a curve concave easterly, the radius point of
said curve being North 77 degrees 55 minutes 55 seconds East 125.00 feet from said point; thence southerly along said
curve 42.80 feet to the point of tangency of said curve, said point being South 58 degrees 18 minutes 55 seconds West
125.00 feet from the radius point of said curve; thence South 44 degrees 03 minutes 00 seconds West 108.38 feet to
the point of curvature of a curve concave easterly, the radius point of said curve being South 45 degrees 57 minutes 00
seconds East 72.00 feet from said point; thence southerly along said curve 55.32 feet to the point of tangency of said
curve, said point being North 89 degrees 58 minutes 26 seconds West 72.00 feet from the radius point of said curve;
thence South 00 degrees 01 minutes 34 seconds West 10.20 feet; thence North 89 degrees 58 minutes 26 seconds West
79.44 feet; thence South 00 degrees 01 minutes 34 seconds West 417.64 feet; thence South 89 degrees 31 minutes 57
seconds West 727.15 feet; thence North 00 degrees 01 minutes 34 seconds East 424.24 feet; thence North 89 degrees
58 minutes 26 seconds West 68.55 feet; thence North 00 degrees 01 minutes 34 seconds East 112.51 feet to the place
of beginning. Containing 10.207 acres, more or less, subject to all legal highways, rights -of -ways, easements, and
restrictions of record.
191$ .61
16.78
19 5.871
N90'00'00 "E
0 0 0
EX. YARD INLET
T.C. =913.50
IE= 911.36
EX. EX. STORM INLET
187 T.C.= 915.13
IE 911.02
W w
1915 571
EX. YARD INLET
T.C.=913.70
IE=91 0.01
1915.791
)915.01 x�
x916 1
916.11 1
.1 8 S.S.D. EX.
1 (1915.54j 191 14. 5
916.33 1 8.33
(915.781
Is16.c l
000 °0..
SWALE: 1% SLOPE
0 o o 1 111
EX. YARD INLEJ/
T.C.= 913.50
IE= 911.29
EX. STORM INLET
T.C. 914.95
IE= 910.95
EX.
179
EX
180'
1F!d 6 1�
fSFi67 rIFT[la
1914.01
EX. YARD INLET
T.C.= 913.10
IE= 909.15
ONCESSION
913:11
1915.53
1915.701
235 LF.
MIME LAT.
1915.07
191 -.741
)914.981
1914.741
ESL41
SWALE BUILT WITH SEC. 3
EX. EX. YARD INLET
T.C.= 913.50
IE= 911.36
914.8
)914.51
1914.19
SWALE: 1% SLOPE
91
EX.
196
5' SIDEWALK
V1NEi1 PINI14
N.P.= 907.60
2 YEAR ELEV. 909.
10 YEAR ELEV.= 910.74:•
100 YEAR ELEV.= 912.32
BOTTONt.'ELEV.= 897.60
PAM
(BUILT WITH SECTION 1)
191 .391
17
1912.61
1912.61
EX. YARD INLET
T.C.=91 2.00
IE= 908.26 (1
S.S.D.
9 2.90
EX. STORM INLET
T.C.= 912.90
E=907.82
TEMP
F.H.
TO BE
D=44'01'26''
R72.OQ';
55.32'
T: =29.11'
201A.
N90'00'00 "E
181 :11'
SVV CORNIER, NW 1/4
SEC. 2T18N -R3E
N §9'58'26 'W 68.55'
rr
STANFORD PARK AMENITY AREA
234.31'
913.71 HEIM NNW
1913.71
D= 31'4..7.9"
R'= 435.00'
L =241.32'
T =123.86'
S8931'S7."w
.......7
20' -0"
1" H.A.C. SURFACE #11
5" H.A.C. BINDER #5D
7" COMPACTED STONE #53
/VA:'/ COMPACTED SUBGRADE
PAVEMENT COMPOSITIONS
NOT -TO -SCALE
1 2' -0"
TYPICAL DRIVEWAY CROSS
cf
24' -0"
4
8" S.S.D.
2' -0"
NOTE:
ALL PAVING IS TO BE COMPLETED
IN ONE PAVING SEASON.
S89'S4'07':E
491.37'
20' -0"
LAKE #2
11
mai
89'58'26 "W 79.44'
NOTE TO CONTRACTOR:
CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO CONSTRUCTION
TO CONFIRM THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR STREETS.
CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY.
3"
10"
COMPACTED BACKFILL
TOPSOIL
6
EX. 8" VALVE
03
X
w
24"
4.5"
Q
NO GUTTER IN CURB
6 ,SLOPE AWAY FROM CURB
COMPACTED SUBGRADE
CONCRETE ROLL CURB NO GUTTER
(TYPE I)
D *1917 00'
R=1 25
L= 42:80
T= 21'41'
BE .CHMARKS:
LEGEND
EXISTING EDGE OF WOODS
EXISTING CONTOUR
EXISTING SANITARY SEWER
EXISTING STORM SEWER
PROPOSED GRADE
MATCH EXISTING
PROPOSED CONTOUR
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
<000 PROPOSED SWALE
PROPOSED 5' SIDEWALK (BY HOME BUILDER)
(DEVELOPER SHALL INSTALL SIDEWALKS
ALONG ALL COMMON AREAS)
8" S.S.D. (TO BE INSTALLED ALONG 1 OF ROAD)
IM .E.1
870
11111111111511M atill1I[1111111 MOVIE •■111111111■
PAVEMENT BOTTOM OF CURB
TRANSVERSE EXPANSION JOINTS V TRANSVERSE CONTRACTION JOINTS
SCALE: 1"= 40'
ROAD
LEE. 2 THE STATION IS LOCATED APPROX. 2.5 MILES NORTHEAST OF
ZIONSVILLE; AT THE INTERSECTION OF SHELBOURNE AND WEST
131ST STREET; IN THE SE 1/4 OF THE INTERSECTION; SET IN
TOP OF A CONCRETE POST, LEVEL WITH THE ROADWAY; A
.DEPARTMENT OF NATURAL RESOURCES BRASS CONTROL STATION
TABLET, STAMPED "LEE 2 AZI 1989 N.A.V.D.
ELEV.= 917.518
100'
TOP OF CURB
WHEN BUILT IN CONJUCTION WITH CONCRETE PAVEMENT, EXPANSION
AND CONTRACTION JOINTS SHOULD BE PLACED AT THE SAME
LOCATIONS AS IN THE PAVEMENT SLABS. THE CURB AND GUTTER
SHOULD BE TIED TO THE PAVEMENT BY 1/2" ROUND DEFORMED BARS
AT ABOUT 3 FOOT INTERVALS. IF NO CONCRETE PAVEMENT I5 BEING
BUILT AT THE TIME THE CURB IS CONSTRUCTED, EXPANSION JOINTS
SHOULD BE PLACED AT THE ENDS OF ALL RETURNS AND AT
INTERVALS NOT TO EXCEED 100 FEET. CONTRACTION JOINTS SHOULD
BE INSTALLED AT 20 FOOT SPACING.
CURB JOINT DETAIL
ALL PADS SHOULD BE TESTED TO ASSURE
A COMPACTION OF AT LEAST 95 PERCENT
OF THE MAXIMUM DRY DENSITY USING THE
STANDARD PROCTOR TEST METHOD.
ALL EXISTING OFF -SITE DRAIN TILES THAT ARE
ENCOUNTERED SHALL BE TIED INTO THE PROPOSED
STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW
"HOLEY MOLEY"
SAYS:
1 -800- 382 -5544
CALL TOLL FREE
1 800 428 -5200
FOR CALLS OUTSIDE OF INDIANA
CAUTION
STOEPp
s. No.
19358
STATE OF
o Q
k98 ION AL 00%
nn
LOCATION OF ALL EXISTING UNDERGROUND
UTILITIES SHOWN ON THIS PLAN ARE BASED
UPON ABOVE GROUND EVIDENCE. includin
9
but not limited to, manholes, inlets, valves,
marks made upon the ground by others.) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO
BE OTHER EXISITING UNDERGROUND UTILIITIES
FOR WHICH THERE IS NO ABOVE GROUND
EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS
OF SAID EXISTING UNDERGROUND UTILITIES
SHOULD BE VERIFIED BY THE CONTRACTOR
PRIOR TO ANY AND ALL CONSTRUCTION.
U
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0
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03
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Z
J
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3-
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W
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0
0
17
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JOB N0.4660051
I-
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SHEET NO.
C200