HomeMy WebLinkAbout07080031-33 Primary Plat Rcv. 8/17/2007 DOCS in Primary Plat Informational BookletIli
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THIS INSTRUMENT PREPARED BY:
DENNIS D. OLMSTEAD
STOEPPELWERTH AND ASSOCIATES INC.
7965 EAST 106TH STREET
FISHERS, INDIANA 46038
PHONE: (317) 849 -5935
THIS INSTRUMENT PREPARED FOR:
LIFESPRINGS GROUP, LLC
484 EAST CARMEL DRIVE
SUITE 336
CARMEL, INDIANA 46032
CONTACT: S. KURT MENNER
PHONE: (201) 788 -1001
SITE DATA
LARGEST LOT
53,650
s .ft.
SMALLEST LOT
28,334
s .ft.
AVERAGE LOT SIZE
41,331
s .ft.
TOTAL LOTS
11
DRAINAGE & UTILITY EASEMENT
TOTAL ACRES
14.256
Ac.
GROSS DENSITY
0.77 U
A
PRESENT ZONING
S -1
C.A.
SUBMITTAL DATE
8/17/07
LEGEND
O
LEGEND
10
LOT NUMBER
D.E.
DRAINAGE EASEMENT
D.U. &S.E.
DRAINAGE UTILITY & SEWER EASEMENT
D.U. &S.S.E.
DRAINAGE UTILITY & SANITARY SEWER EASEMENT
D. &U.E.
DRAINAGE & UTILITY EASEMENT
D.U.S.S.E. &L.M.A.E.
DRAINAGE UTILITY SANITARY SEWER EASEMENT &
Q
LANDSCAPE MAINTENANCE ACCESS EASEMENT
C.E.
CONSERVATION EASEMENT
B.L.
BUILDING LINE
C.A.
COMMON AREA
N.A.E.
NON- ACCESS EASEMENT
R.D.E.
REGULATED DRAIN EASEMENT
L.E.
LANDSCAPE EASEMENT
S.L.E.
SIGN AND LANDSCAPE EASEMENT
LEGEND
O
DENOTES PAVEMENT RESURFACING
D
SUBGRADE
EXISTING POWER POLE
DDENOTES
PAVEMENT WIDENING
EXISTING LIGHT POLE
Spacing Batwee.n h
h Y,
EXISTING ELECT. TRANSFORMER
DENOTES HANDICAP RAMPS
Q
Transverse Joint:
00
EXISTING ELECT. PEDESTAL
— — — — — —
PROPOSED SUB SURFACE DRAIN
0 0
0
o a
EXISTING ELECT. METER
❑
PROPOSED 4 "X4" CONC. MONUMENTS
r 1
1.25 Times we .
.-
EXISTING GUY WIRE
PROPOSED SEWER LINE; MANHOLE
V)
EXISTING TELEPHONE POLE
— �— —
PROPOSED STORM SEWER LINE;
W
CURB INLET, MANHOLE & END SECTION
EXISTING TELEPHONE PEDESTAL
W
PROPOSED WATER LINE
L�J...
Z
�
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EXISTING TELEPHONE MANHOLE
EXISTING FLOW LINE
LL_
o
EXISTING CABLE T.V. POLE
- -
EXISTING BURIED ELECTRIC LINE
V J
" -
O
EXISTING CABLE T.V. PEDESTAL
- - -
EXISTING OVERHEAD ELECTRIC LINES
N
Ln
EXISTING TRAFFIC SIGNAL POLE
-
EXISTING BURIED TELEPHONE LINE
00
I
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EXISTING TRAFFIC MANHOLE
°- - -
EXISTING TELEPHONE LINE
rn
�
EXISTING TRAFFIC CONTROL BOX
- -
EXISTING BURIED CABLE T.V. LINE
O
V /
EXISTING GAS VALVE
- - - --
EXISTING CABLE T.V. LINE
EXISTING GAS METER
- -- - - - -
EXISTING GAS LINE
EXISTING WATER METER
c3
EXISTING WATER LINE
EXISTING WATER VALVE
- -
_
EXISTING SANITARY SEWER LINE; MANHOLE
EXISTING FIRE HYDRANT
^
CD
EXISTING SANITARY CLEANOUT
EXISTING MAILBOX
�
EXISTING STORM SEWER LINE; MANHOLE & ENDSECTlON
EXISTING CURB INLET
li
EXISTING BEEHIVE OR ROUND INLET
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EXISTING SQUARE FLAT INLET
00
^ O
- - - °- -- - -- -
EXISTING FENCE LINE
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1.5" HMA #11 SURFACE
2" HMA #8 BINDER
3" HMA #51D BASE
7" #53 COMPACTED STONE
PREPARED SUBGRADE
PAVEMENT COMPOSITIONS
INTERIOR PUBLIC STREETS
(T.Y.P.)
NOT -TO -SCALE
SPEED LIMIT: 25 MPH
GENERAL NOTES:
1) ALL WELLHEADS WILL BE ABANDONED
BY STATE HEALTH PROCEDURES DURING
CONSTRUCTION.
2) CONTRACTOR SHALL CONTACT THE
DEPARTMENT OF ENGINEERING TO
SCHELDULE A PRE - CONSTRUCTION
MEETING FOR REVIEW OF REQUIRMENTS.
3) ALL EXISTING PAVEMENT TO BE SAW
CUT TO A CLEAN EDGE WHERE NEW
PAVEMENT WILL BE INSTALLED.
4) ALL PAVING MUST BE COMPLETED IN
ONE PAVING SEASON.
r-4 k0j 10111 1 01 r
MAY -25 -2005 WED 11;33 All 1017 OF CARt1EL FAX NO. 317 571 2439 P. 04
Prcp_rty Line
Sock Of Curb 5 X' -C" Vic, I ?' -C'
{ Slope % /R.
1r� e- Tn; c ;I _ .4" S:dewolx I 4" Too Sail
8ockfili ' Prepared Suegrade
SIDEWALK TYPICAL L
slD�w K SECTIO
N
NOT TO SCALE
* THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE
MATERIAL TO THE REOUIRED ELEVATION AND COMPACTED IN LAYERS
NOT TO EXCEED 6' IN DEPTH.
SUBGRADE OR BASE UNDER ALL CURBS, SIDEWALKS, AND DRIVES
SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF
THE STANDARD SPECIFICATIONS.
Tce'ed Or Sawed Joints 4 Thickness
I
Class A Concrete. _
4' Minimum
Sidewalk Built With Driveways Snail Have Idinimum Thickness
Of G Or Thickness Of Driveway Which EYer is Greater.
CONCRETE SIDEWALK
NOT To 5CkLE
CITY OF CARMEL STANDARDS
SIDEWALK DETAILS RLVISZa
FIGURE
10 -14
0
0
W
z
mo
PROPOSED 60'
HALF R/W En
c-0
"A:' -25 -2:35 64E L' 11:32 A'1 CI T'1' OF GAE`ir'� r `r; N3, 3I 5'1 2-129 P. 02
Ea ,th Or Sidewalk Surface
(-• CGC;rete Coro Cr Curt & Gutter
Pavement
l �
P8 Washed Aggregate
4 I 4� r
Min.
1' -1" Vn,
PIPE UNDERDRAIN
(Typical Installations)
NOTE: FIFE SHALL CONFORM TO REQUIROAZNTS CF SECTION 906.17
OF STANDARD SPECIFICATIONS.
INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT WHERE REQUIRED
9Y THE E'•IGINEER.
Stole: 1'= t' -L7'
CITY OF CARMEL STANDARDS
SUBSURFACE DRAIN -
FIGORE
10 -9
27' -0"
GRAPHIC SCALE
0 25 50 100
( IN FEET )
1 inch = 50 ft. al
--- -------
W
z
mO
W
W
/Z
V J
SOILS
EXISTING 16.5'
HALF R/W
ADDITIONAL R/W TO BE TAKEN
FOR PASSING BLISTER
15' -0" 112' -0"
�
12 DECEL LANE 12' PASSING BLISTER
3' STONE SHOULDER 3' STONE SHOULDER
6" - X73 STONE 6" - #73 STONE
PROPOSED PATH SLOPE 1/4 /FT'
EXISTING GRADE
-- � SSD UNDER
T
PROPOSED GRADE S ONE
SHOULDER
SSD UNDER STONE
SHOULDER 17.5" FULL DEPTH ASPHALT
EXISTING PAVEMENT 1.5" - H.A.C. #11 SURFACE
17.5" FULL DEPTH ASPHALT 2" - H.A.C. #8 BINDER
1.5" - H.A.C. #11 SURFACE » � a � 3" - H.A.C. #5D BASE
2" - H.A.C. #8 BINDER SECTION A — A 7" - #53 COMPACTED STONE
3" - H.A.C. #5D BASE NOT -TO -SCALE 4" - #2 STONE
7" - #53 COMPACTED STONE
4" - #2 STONE
Now OR coMUERLr
JOHN W. OUOgT
NOW OR FORMERLY
JOHN W. t HEATHER J. OULNOT
NOW OR FORMERLY
CARMEL 2002
NOW OR FORMERLY a
3
��- 4' -0'
SIDEWALK 4• THICK
SLOPE 1- /4-_FT
Y
♦" MIN. GRANULAR
MATERIAL
TEMPORARY SEEDING SHALL BE DONE
IN ACCORDANCE WITH SECTION 621
OF I.O.O.H. SPECIFICATIONS IWTHIN
THE STREET RIGHT -OF -WAY.
SCHOOL BUILDMG CORPORATION
JEFiREY W t LWOA E KM5ELL Q
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a
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S Z
m
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NOW OR FORMERLY
GUY E !KAREN J. BROMN
M rORYERIY
Mx,'/InE1 d t EDWY M NOW OR FORMERLY
PRiTZ CARRgJ. K t CRYSTAL B. HASEWNKEL
121st STREET
LOCATION MAP
SCALE: 1 " = 800'
DATED: JANUARY 8, 2007
A part of the Northeast Quarter of Section 31, Township 18 North, Range 3 East, Clay Township, Hamilton
County, Indiana, more particularly described as follows:
Commencing at the Southeast corner of said Quarter Section, said corner being marked by a railroad spike;
thence North 00 degrees OS minutes 12 seconds East along the East line of said Quarter Section a distance of
891.00 feet to a Mag Nail with washer stamped "Gripe" and the POINT OF BEGINNING of this description;
thence South 89 degrees 43 minutes 59 seconds West parallel with the South line of said Quarter Section a
distance of 874.50 feet; thence North 00 degrees OS minutes 12 seconds East parallel with the East line of
said Quarter Section a distance of 741.00 feet; thence North 89 degrees 43 minutes 59 seconds East parallel
with the South line of said Quarter Section a distance of 852.10 feet to a 5/8" rebar with cap stamped "S & A
Firm #0008" (hereafter referred to as a S & A rebar) and the westerly right -of- -way line of Shelborne Road as
described in Instrument Number 2003 -69146 in the Office of the Recorder, Hamilton County, Indiana; thence
along said westerly right -of- -way line of Shelborne Road as described in Instrument Numbers 2003 -69146 and
2003 -69147 by the next six (6) courses; 1) South 02 degrees 29 minutes 53 seconds West 119.08 feet to a S &
A rebar; 2) North 89 degrees 54 minutes 48 seconds West 17.59 feet to a S & A rebar; 3) South 00 degrees OS
minutes 12 seconds West 505.40 feet to a S & A rebar; 4) South 89 degrees 51 minutes 42 seconds East 23.57
feet to a S & A rebar; 5) South 04 degrees 18 minutes 12 seconds East 69.14 feet to a S & A rebar; 6) South
89 degrees 54 minutes 48 seconds East 16.14 feet to a Mag nail with washer stamped "S & A Firm #0008 "and
the East line of said Quarter Section; thence South 00 degrees OS minutes 12 seconds West along said east line
47.52
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MAP
Br, CrA
SCALE: 1 " = 800'
DATED: JANUARY 8, 2007
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CURVE TABLE
CURVE RADIUS LENGTH TANGENT CHORD CHORD BEARING DELTA
C -1 300.00' 118.04' 59.79' 117.28' S78'48'52 "W 22'32'40"
C -2 300.00' 235.62' 124.26' 229.61' S89'5
7'28 "E 45'00'00"
C -3 150.00' 58.79' 29.78' 58.42' N78'41'11 "W 22'27'28"
feet to the place of beginning, containing 14.256 acres, more or less.
August 17, 2007 rjc
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RCV, Q/(7/
Z007
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30'-0"
2' -0"
1 SLOPE: 1/4' / FT.
\STONE BASE TO
EXTEND UNDER CURB
D
SUBGRADE
1WICAL STREET CROSS- SECnoN
NOT -TO -SCALE
Spacing Batwee.n h
h Y,
z
Q
Transverse Joint:
00
Smell Not Exeeed o
z
0 0
0
o a
o
L�
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r 1
1.25 Times we .
.-
"A:' -25 -2:35 64E L' 11:32 A'1 CI T'1' OF GAE`ir'� r `r; N3, 3I 5'1 2-129 P. 02
Ea ,th Or Sidewalk Surface
(-• CGC;rete Coro Cr Curt & Gutter
Pavement
l �
P8 Washed Aggregate
4 I 4� r
Min.
1' -1" Vn,
PIPE UNDERDRAIN
(Typical Installations)
NOTE: FIFE SHALL CONFORM TO REQUIROAZNTS CF SECTION 906.17
OF STANDARD SPECIFICATIONS.
INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT WHERE REQUIRED
9Y THE E'•IGINEER.
Stole: 1'= t' -L7'
CITY OF CARMEL STANDARDS
SUBSURFACE DRAIN -
FIGORE
10 -9
27' -0"
GRAPHIC SCALE
0 25 50 100
( IN FEET )
1 inch = 50 ft. al
--- -------
W
z
mO
W
W
/Z
V J
SOILS
EXISTING 16.5'
HALF R/W
ADDITIONAL R/W TO BE TAKEN
FOR PASSING BLISTER
15' -0" 112' -0"
�
12 DECEL LANE 12' PASSING BLISTER
3' STONE SHOULDER 3' STONE SHOULDER
6" - X73 STONE 6" - #73 STONE
PROPOSED PATH SLOPE 1/4 /FT'
EXISTING GRADE
-- � SSD UNDER
T
PROPOSED GRADE S ONE
SHOULDER
SSD UNDER STONE
SHOULDER 17.5" FULL DEPTH ASPHALT
EXISTING PAVEMENT 1.5" - H.A.C. #11 SURFACE
17.5" FULL DEPTH ASPHALT 2" - H.A.C. #8 BINDER
1.5" - H.A.C. #11 SURFACE » � a � 3" - H.A.C. #5D BASE
2" - H.A.C. #8 BINDER SECTION A — A 7" - #53 COMPACTED STONE
3" - H.A.C. #5D BASE NOT -TO -SCALE 4" - #2 STONE
7" - #53 COMPACTED STONE
4" - #2 STONE
Now OR coMUERLr
JOHN W. OUOgT
NOW OR FORMERLY
JOHN W. t HEATHER J. OULNOT
NOW OR FORMERLY
CARMEL 2002
NOW OR FORMERLY a
3
��- 4' -0'
SIDEWALK 4• THICK
SLOPE 1- /4-_FT
Y
♦" MIN. GRANULAR
MATERIAL
TEMPORARY SEEDING SHALL BE DONE
IN ACCORDANCE WITH SECTION 621
OF I.O.O.H. SPECIFICATIONS IWTHIN
THE STREET RIGHT -OF -WAY.
SCHOOL BUILDMG CORPORATION
JEFiREY W t LWOA E KM5ELL Q
O
a
.� W
S Z
m
w
NOW OR FORMERLY
GUY E !KAREN J. BROMN
M rORYERIY
Mx,'/InE1 d t EDWY M NOW OR FORMERLY
PRiTZ CARRgJ. K t CRYSTAL B. HASEWNKEL
121st STREET
LOCATION MAP
SCALE: 1 " = 800'
DATED: JANUARY 8, 2007
A part of the Northeast Quarter of Section 31, Township 18 North, Range 3 East, Clay Township, Hamilton
County, Indiana, more particularly described as follows:
Commencing at the Southeast corner of said Quarter Section, said corner being marked by a railroad spike;
thence North 00 degrees OS minutes 12 seconds East along the East line of said Quarter Section a distance of
891.00 feet to a Mag Nail with washer stamped "Gripe" and the POINT OF BEGINNING of this description;
thence South 89 degrees 43 minutes 59 seconds West parallel with the South line of said Quarter Section a
distance of 874.50 feet; thence North 00 degrees OS minutes 12 seconds East parallel with the East line of
said Quarter Section a distance of 741.00 feet; thence North 89 degrees 43 minutes 59 seconds East parallel
with the South line of said Quarter Section a distance of 852.10 feet to a 5/8" rebar with cap stamped "S & A
Firm #0008" (hereafter referred to as a S & A rebar) and the westerly right -of- -way line of Shelborne Road as
described in Instrument Number 2003 -69146 in the Office of the Recorder, Hamilton County, Indiana; thence
along said westerly right -of- -way line of Shelborne Road as described in Instrument Numbers 2003 -69146 and
2003 -69147 by the next six (6) courses; 1) South 02 degrees 29 minutes 53 seconds West 119.08 feet to a S &
A rebar; 2) North 89 degrees 54 minutes 48 seconds West 17.59 feet to a S & A rebar; 3) South 00 degrees OS
minutes 12 seconds West 505.40 feet to a S & A rebar; 4) South 89 degrees 51 minutes 42 seconds East 23.57
feet to a S & A rebar; 5) South 04 degrees 18 minutes 12 seconds East 69.14 feet to a S & A rebar; 6) South
89 degrees 54 minutes 48 seconds East 16.14 feet to a Mag nail with washer stamped "S & A Firm #0008 "and
the East line of said Quarter Section; thence South 00 degrees OS minutes 12 seconds West along said east line
47.52
il
MAP
Br, CrA
SCALE: 1 " = 800'
DATED: JANUARY 8, 2007
0
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CURVE TABLE
CURVE RADIUS LENGTH TANGENT CHORD CHORD BEARING DELTA
C -1 300.00' 118.04' 59.79' 117.28' S78'48'52 "W 22'32'40"
C -2 300.00' 235.62' 124.26' 229.61' S89'5
7'28 "E 45'00'00"
C -3 150.00' 58.79' 29.78' 58.42' N78'41'11 "W 22'27'28"
feet to the place of beginning, containing 14.256 acres, more or less.
August 17, 2007 rjc
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RCV, Q/(7/
Z007
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30'-0"
2' -0"
1 SLOPE: 1/4' / FT.
\STONE BASE TO
EXTEND UNDER CURB
D
SUBGRADE
1WICAL STREET CROSS- SECnoN
NOT -TO -SCALE
NOTE: PAVING TO BE COMPLETED IN ONE PAVING SEASON
z
Q
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00
�
z
�
f
LOCATION MAP
SCALE: 1 " = 800'
DATED: JANUARY 8, 2007
A part of the Northeast Quarter of Section 31, Township 18 North, Range 3 East, Clay Township, Hamilton
County, Indiana, more particularly described as follows:
Commencing at the Southeast corner of said Quarter Section, said corner being marked by a railroad spike;
thence North 00 degrees OS minutes 12 seconds East along the East line of said Quarter Section a distance of
891.00 feet to a Mag Nail with washer stamped "Gripe" and the POINT OF BEGINNING of this description;
thence South 89 degrees 43 minutes 59 seconds West parallel with the South line of said Quarter Section a
distance of 874.50 feet; thence North 00 degrees OS minutes 12 seconds East parallel with the East line of
said Quarter Section a distance of 741.00 feet; thence North 89 degrees 43 minutes 59 seconds East parallel
with the South line of said Quarter Section a distance of 852.10 feet to a 5/8" rebar with cap stamped "S & A
Firm #0008" (hereafter referred to as a S & A rebar) and the westerly right -of- -way line of Shelborne Road as
described in Instrument Number 2003 -69146 in the Office of the Recorder, Hamilton County, Indiana; thence
along said westerly right -of- -way line of Shelborne Road as described in Instrument Numbers 2003 -69146 and
2003 -69147 by the next six (6) courses; 1) South 02 degrees 29 minutes 53 seconds West 119.08 feet to a S &
A rebar; 2) North 89 degrees 54 minutes 48 seconds West 17.59 feet to a S & A rebar; 3) South 00 degrees OS
minutes 12 seconds West 505.40 feet to a S & A rebar; 4) South 89 degrees 51 minutes 42 seconds East 23.57
feet to a S & A rebar; 5) South 04 degrees 18 minutes 12 seconds East 69.14 feet to a S & A rebar; 6) South
89 degrees 54 minutes 48 seconds East 16.14 feet to a Mag nail with washer stamped "S & A Firm #0008 "and
the East line of said Quarter Section; thence South 00 degrees OS minutes 12 seconds West along said east line
47.52
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MAP
Br, CrA
SCALE: 1 " = 800'
DATED: JANUARY 8, 2007
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CURVE TABLE
CURVE RADIUS LENGTH TANGENT CHORD CHORD BEARING DELTA
C -1 300.00' 118.04' 59.79' 117.28' S78'48'52 "W 22'32'40"
C -2 300.00' 235.62' 124.26' 229.61' S89'5
7'28 "E 45'00'00"
C -3 150.00' 58.79' 29.78' 58.42' N78'41'11 "W 22'27'28"
feet to the place of beginning, containing 14.256 acres, more or less.
August 17, 2007 rjc
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RCV, Q/(7/
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30'-0"
2' -0"
1 SLOPE: 1/4' / FT.
\STONE BASE TO
EXTEND UNDER CURB
D
SUBGRADE
1WICAL STREET CROSS- SECnoN
NOT -TO -SCALE
NOTE: PAVING TO BE COMPLETED IN ONE PAVING SEASON
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feet to the place of beginning, containing 14.256 acres, more or less.
August 17, 2007 rjc
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RCV, Q/(7/
Z007
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30'-0"
2' -0"
1 SLOPE: 1/4' / FT.
\STONE BASE TO
EXTEND UNDER CURB
D
SUBGRADE
1WICAL STREET CROSS- SECnoN
NOT -TO -SCALE
NOTE: PAVING TO BE COMPLETED IN ONE PAVING SEASON
STONE BASE TO /
EXTEND UNDER CURB
4' -0" 5' -0"
SIDEWALK 4" ICK
SLOPE 1/4" FT.
MIN. 3" TOPSOIL
ROLL CURB h GUTTER 4" MIN. GRANULAR
TYPE I MATERIAL
DOUBLE WALL, HI 0
S.S.D. TO BE INSTALLED
UNDER CURB BOTH SIDES
OF STREET
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