HomeMy WebLinkAbout07080031-33 Primary Plat Rcv. 10/11/2007 DOCSTHIS 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
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 &
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
10' ASPHALT PATH
SLOPE ASPHALT PATH TO ROAD
1/4•/FT. MIN. OR TO)NARD TOP OF BANK OF DITCH
.:. :...... :
..........
TYPICAL ASPHALT
PEDESTRIAN PATH X– SECTION
1.5" HMA #11 SURFACE
2" HMA #8 BINDER
3" HMA #5D BASE
7" #53 COMPACTED STONE
PREPARED SUBGRADE
PAVEMENT COMPOSITIONS
INTERIOR PUBLIC STREETS
(T.Y.P.)
NOT –TO –SCALE
SPEED LIMIT: 25 MPH
ASPHALT PATH
1" HMA #11 SURFACE
2" HMA #8 BINDER
5" #53 STONE
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.
5) NO PORTION OF THIS SITE LIES
WITHIN THE FLOODWAY PER FIRM
18057CO205F DATED FEB. 19, 2003
DENOTES A 2" MAC NAIL WITH WASHER STAMPED "S&A
FIRM #0008 ".
DENOTES A 4 %4 %36" LONG PRECAST CONCRETE
❑ MONUMENT WITH A CROSS CAST IN THE TOP, SET FLUSH
WITH THE FINISH GRADE.
� S I G OOF T CAA
ZONING - 81
MAY -25 -2005 WED 11:33 e, 01TY OF CaRI"EL FA'r, NO. 317 %I 2130 P. 04
Property dine
DENOTES PAVEMENT RESURFACING
STONE BASE TO /
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- 1
EXISTING POWER POLE
DDENOTES
PAVEMENT WIDENING
EXISTING LIGHT POLE
MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAY:RS
NOT 70 EXCEED 6' IN DEPTH.
EXISTING ELECT. TRANSFORMER
SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF
DENOTES HANDICAP RAMPS
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EXISTING ELECT. PEDESTAL
— — — — — —
PROPOSED SUB SURFACE DRAIN
EXISTING ELECT. METER
171
PROPOSED 4 "X4" CONC. MONUMENTS
EXISTING GUY WIRE
` v
PROPOSED SEWER LINE; MANHOLE
$he!t Not exceed �
o- — �- —
PROPOSED STORM SEWER LINE;
EXISTING TELEPHONE POLE
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CURB INLET, MANHOLE & END SECTION
EXISTING TELEPHONE PEDESTAL
W
PROPOSED WATER LINE
1.25 limes width
EXISTING TELEPHONE MANHOLE
C1955 •A" CarleretC . `—
EXISTING FLOW LINE
Sidewatk guilt With Grivew':ry5 5011 Have Minimum Thickness
Or r?' Or Thickness UI privewcy N'F:�th Ever Is Greater.
b
EXISTING CABLE T.V. POLE
NOT TO cC.A�E
EXISTING BURIED ELECTRIC LINE
SIDEWALK DETAILS
EXISTING CABLE T.V. PEDESTAL
- - -
EXISTING OVERHEAD ELECTRIC LINES
EXISTING TRAFFIC SIGNAL POLE
EXISTING BURIED TELEPHONE LINE
EXISTING TRAFFIC MANHOLE
EXISTING TELEPHONE LINE
EXISTING TRAFFIC CONTROL BOX
- -- -
EXISTING BURIED CABLE T.V. LINE
EXISTING GAS VALVE
.........
`
EXISTING CABLE T.V. LINE
EXISTING GAS METER
EXISTING GAS LINE
EXISTING WATER METER
�.. • -- •. -.
EXISTING WATER LINE
EXISTING WATER VALVE
~~
EXISTING SANITARY SEWER LINE; MANHOLE
EXISTING FIRE HYDRANT
EXISTING SANITARY CLEANOUT
EXISTING MAILBOX
EXISTING STORM SEWER LINE; MANHOLE & ENDSECTION
EXISTING CURB INLET
EXISTING BEEHIVE OR ROUND INLET
EXISTING SQUARE FLAT INLET
-
EXISTING FENCE LINE
10' ASPHALT PATH
SLOPE ASPHALT PATH TO ROAD
1/4•/FT. MIN. OR TO)NARD TOP OF BANK OF DITCH
.:. :...... :
..........
TYPICAL ASPHALT
PEDESTRIAN PATH X– SECTION
1.5" HMA #11 SURFACE
2" HMA #8 BINDER
3" HMA #5D BASE
7" #53 COMPACTED STONE
PREPARED SUBGRADE
PAVEMENT COMPOSITIONS
INTERIOR PUBLIC STREETS
(T.Y.P.)
NOT –TO –SCALE
SPEED LIMIT: 25 MPH
ASPHALT PATH
1" HMA #11 SURFACE
2" HMA #8 BINDER
5" #53 STONE
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.
5) NO PORTION OF THIS SITE LIES
WITHIN THE FLOODWAY PER FIRM
18057CO205F DATED FEB. 19, 2003
DENOTES A 2" MAC NAIL WITH WASHER STAMPED "S&A
FIRM #0008 ".
DENOTES A 4 %4 %36" LONG PRECAST CONCRETE
❑ MONUMENT WITH A CROSS CAST IN THE TOP, SET FLUSH
WITH THE FINISH GRADE.
� S I G OOF T CAA
ZONING - 81
MAY -25 -2005 WED 11:33 e, 01TY OF CaRI"EL FA'r, NO. 317 %I 2130 P. 04
Property dine
Sack OF CUFC 5 X• -0" M'n. " —^.'
STONE BASE TO /
` /� /����
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• * 9ackfilV ' Grepared SuDgrace
TYPICAL SIDEWALK SECTION
NOT T GALE
U� 0 S
*
THE SPACE 6EHI'�t0 Ti-IF CURB SHALL BE FILLED WITH SUITABLE
MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAY:RS
NOT 70 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,
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Spociny He!wee•I �
�•N,
Transverse Join!: `
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$he!t Not exceed �
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1.25 limes width
Toiled Cr Sawed „oints ri Thickness
C1955 •A" CarleretC . `—
4� Minimum
Sidewatk guilt With Grivew':ry5 5011 Have Minimum Thickness
Or r?' Or Thickness UI privewcy N'F:�th Ever Is Greater.
b
CONCRETE SIDEWALK
NOT TO cC.A�E
CITY OF CARMEL. STANDARDS
SIDEWALK DETAILS
?�IGJFiE
10 -14
MnY -?5 -2C 5 WED 11:312 M "I'll: Y OF CARMIEL FHX 110• .,. "1 :.'53'3 F'. 012
Evo Or Sidewalk Sur(oce 7
j � Con.!ete GurD Or O;,rb &Otter
li
\ Paver lent {
1
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n /
- a- °;tip -a:T1�•/ o
#8 1Yoshed Aggregate
iog
y
Min. Wn.
1' —L, M n,
PIPE UNDERDRAIN
(Typic-ol Installot'ions)
NOTE: PIPE SHALL CONFORM TO REQ%IREMENTS CF SECTION 906.17
OF STANDARD SPECIFICATIONS.
INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT WHERE REQUIRED
BY THE ENGINEER.
Seeie: 1*= 1• —d'
CITY OF CARMEL STANDARDS
SUBSURFACE DRAIN �DrLf D,
7_13JRE
10 -9
PROPOSED 60'
HALF R/W
12 DECEL LANE
3' STONE SHOULDER_
6" — #73 STONE
r- PROPOSED PATH
PROPOSED GRADE —J/ L
SSD UNDER STONE
SHOULDER
17.5" FULL DEPTH ASPHALT /
1.5" — H.A.C. #11 SURFACE
2" — H.A.C. #8 BINDER
3" — H.A.C. #5D BASE
7" — #53 COMPACTED STONE
4" — #2 STONE
0
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15' -0"
GRAPHIC SCALE
0 25 50 100
( IN FEET )
1 inch = 50 ft.
W
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W
W
EXISTING 16.5'
HALF R/W
ADDITIONAL R/W TO BE TAKEN
FOR PASSING BLISTER
15' -0" 112' -0"
� 12' PASSING
BLISTER
3' STONE SHOULDER
6" — #73 STONE
EXISTING GRADE
/
SSD UNDER STONE
SHOULDER
\_
SLOPE
'G EXISTING PAVEMENT 1.5" — H.A.C. #11 SURFACE
2" — H.A.C. #8 BINDER
SECTION "A" —"A" 3" — H.A.C. #SD BASE
NOT -TO -SCALE 4"- #23STONE
17 5" FULL DEPTH ASPHALT
NOW OR FORMERLY
JOHN W. ODU10T
NOW OR FORMERLY
JOHN W. •HEATHER J. OUlHOT
NOW OR FORMERLY
NOW OR FORMERLY CARMEL 2002
� SCHOOL eUIDNG CORPORATION
ACTED STONE
5'— 0" 4,— 0.,
SIDEWALK 4• THICK
JEFFREY W. ! LNDA E N.,6ELL
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oc
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NOW OR FORMERLY
OUY E !KAREN J. BROrM
NoW ale rarMERLr
Y1�1AEL 6 ! m11AY IL NOW OR FORMERLY
PRn2 CARRgJ. Ml t CRYSTAL & HASEWINKEL
121st STREET
LOCATION MAP
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
SOILS MAP
Br, CrA
SCALE: 1 " = 800'
DATED: JANUARY 8, 2007
4' -0" — �-- -5' -0
7'28 "E 45'00'00"
C -3 150.00' 58.79' 29.78' 58.42' N78'41'11 "W 22'27'28"
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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: ows:
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Commencing at the Southeast corner of said Quarter Section, said corner being marked by a railroad spike; Q
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; � z
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 � Q �
said Quarter Section a distance of 741.00 feet; thence North 89 degrees 43 minutes 59 seconds East parallel � _j Z
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 U
described in Instrument Number 2003 -69146 in the Office of the Recorder, Hamilton County, Indiana; thence r
along said westerly right -of- -way line of Shelborne Road as described in Instrument Numbers 2003 -69146 and PO �— z
2003 -69147 by the next six (6) courses; 1) South 02 degrees 29 minutes 53 seconds West 119.08 feet to a S & O O
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 O Q w
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 CO __j Q
89 dE:grees 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 alon g said east line
47.52 feet to the place of beginning, containing 14.256 acres, more or less.
August 17, 2007 rjc O � O
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50' R/W
SLOPE•_ 1/=• / FT.
STONE BASE TO /
` /� /����
/ / / / / / / / / / / /// STONE BASE TO
EXTEND UNDER CURB
TEMPORARY SEEDING SHALL BE DONE '.• I I \/� / /�� COMPACTED
IN ACCORDANCE WITH
! \ EXTEND UNDER CURB
SECTION 621
�THIN •:O ". \/ /�\ / SUBGRADE
STREET
THE RIGHT-OF-WAY.
(I
�1 I F--
TYPICAL STREET CROSS – SECTION
NOT
—TO —SCALE
NOTE: PAVING TO BE COMPLETED IN ONE PAVING SEASON
LOCATION MAP
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
SOILS MAP
Br, CrA
SCALE: 1 " = 800'
DATED: JANUARY 8, 2007
4' -0" — �-- -5' -0
7'28 "E 45'00'00"
C -3 150.00' 58.79' 29.78' 58.42' N78'41'11 "W 22'27'28"
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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: ows:
P Y Q
z
Commencing at the Southeast corner of said Quarter Section, said corner being marked by a railroad spike; Q
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; � z
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 � Q �
said Quarter Section a distance of 741.00 feet; thence North 89 degrees 43 minutes 59 seconds East parallel � _j Z
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 U
described in Instrument Number 2003 -69146 in the Office of the Recorder, Hamilton County, Indiana; thence r
along said westerly right -of- -way line of Shelborne Road as described in Instrument Numbers 2003 -69146 and PO �— z
2003 -69147 by the next six (6) courses; 1) South 02 degrees 29 minutes 53 seconds West 119.08 feet to a S & O O
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 O Q w
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 CO __j Q
89 dE:grees 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 alon g said east line
47.52 feet to the place of beginning, containing 14.256 acres, more or less.
August 17, 2007 rjc O � O
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50' R/W
SLOPE•_ 1/=• / FT.
STONE BASE TO /
` /� /����
/ / / / / / / / / / / /// STONE BASE TO
EXTEND UNDER CURB
TEMPORARY SEEDING SHALL BE DONE '.• I I \/� / /�� COMPACTED
IN ACCORDANCE WITH
! \ EXTEND UNDER CURB
SECTION 621
�THIN •:O ". \/ /�\ / SUBGRADE
STREET
THE RIGHT-OF-WAY.
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TYPICAL STREET CROSS – SECTION
NOT
—TO —SCALE
NOTE: PAVING TO BE COMPLETED IN ONE PAVING SEASON
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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: ows:
P Y Q
z
Commencing at the Southeast corner of said Quarter Section, said corner being marked by a railroad spike; Q
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; � z
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 � Q �
said Quarter Section a distance of 741.00 feet; thence North 89 degrees 43 minutes 59 seconds East parallel � _j Z
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 U
described in Instrument Number 2003 -69146 in the Office of the Recorder, Hamilton County, Indiana; thence r
along said westerly right -of- -way line of Shelborne Road as described in Instrument Numbers 2003 -69146 and PO �— z
2003 -69147 by the next six (6) courses; 1) South 02 degrees 29 minutes 53 seconds West 119.08 feet to a S & O O
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 O Q w
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 CO __j Q
89 dE:grees 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 alon g said east line
47.52 feet to the place of beginning, containing 14.256 acres, more or less.
August 17, 2007 rjc O � O
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50' R/W
SLOPE•_ 1/=• / FT.
STONE BASE TO /
` /� /����
/ / / / / / / / / / / /// STONE BASE TO
EXTEND UNDER CURB
TEMPORARY SEEDING SHALL BE DONE '.• I I \/� / /�� COMPACTED
IN ACCORDANCE WITH
! \ EXTEND UNDER CURB
SECTION 621
�THIN •:O ". \/ /�\ / SUBGRADE
STREET
THE RIGHT-OF-WAY.
(I
�1 I F--
TYPICAL STREET CROSS – SECTION
NOT
—TO —SCALE
NOTE: PAVING TO BE COMPLETED IN ONE PAVING SEASON
50' R/W
SLOPE•_ 1/=• / FT.
"
SIDEWALK 4•
SLOPE 1/4• FT.
r rr r r I rF r •►
MIN. r TOPSOIL
ROLL CURB & GUTTER 4' MIN. GRI
TYPE I MATERIAL
DOUBLE WALL, HI 0
S.S.D. TO BE INSTALLED
UNDER CURB BOTH SIDES
OF STREET
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DWN. BY CK. BY
GDK BKR
SHEET N0.
1
OF 2 SHEETS
S &A JOB NO.
57180MNR
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STONE BASE TO /
` /� /����
/ / / / / / / / / / / /// STONE BASE TO
EXTEND UNDER CURB
TEMPORARY SEEDING SHALL BE DONE '.• I I \/� / /�� COMPACTED
IN ACCORDANCE WITH
! \ EXTEND UNDER CURB
SECTION 621
�THIN •:O ". \/ /�\ / SUBGRADE
STREET
THE RIGHT-OF-WAY.
(I
�1 I F--
TYPICAL STREET CROSS – SECTION
NOT
—TO —SCALE
NOTE: PAVING TO BE COMPLETED IN ONE PAVING SEASON
"
SIDEWALK 4•
SLOPE 1/4• FT.
r rr r r I rF r •►
MIN. r TOPSOIL
ROLL CURB & GUTTER 4' MIN. GRI
TYPE I MATERIAL
DOUBLE WALL, HI 0
S.S.D. TO BE INSTALLED
UNDER CURB BOTH SIDES
OF STREET
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DWN. BY CK. BY
GDK BKR
SHEET N0.
1
OF 2 SHEETS
S &A JOB NO.
57180MNR
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