HomeMy WebLinkAbout07080031-33 Primary Plat Rcv. 12/7/2007 DOCS in Primary Plat and Waivers PacketTHIS 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
PROPOSED 4'X4" CONC. MONUMENTS
TOTAL ACRES
14.256
Ac.
GROSS DENSITY
0.77 U
A
PRESENT ZONING
S -1
PROPOSED STORM SEWER LINE;
SUBMITTAL DATE
8/17/07
LEGEND
®
DENOTES PAVEMENT RESURFACING
(�
EXISTING POWER POLE
4
DENOTES PAVEMENT WIDENING
D.U. &S.S.E.
DENOTES HANDICAP RAMPS
- — — — — -
PROPOSED SUB SURFACE DRAIN
WE
PROPOSED 4'X4" CONC. MONUMENTS
- - -�
PROPOSED SEWER LINE: MANHOLE
"
Spoeng t3etr;eel.
N
EXISTING TELEPHONE PEDESTAL
b
COMMON AREA
PROPOSED STORM SEWER LINE;
Transrsne Joints
� >
n
W
Shah Not Exceed
-- --3 o a
EXISTING FLOW LINE
BEC
v 0
E
EXISTING OVERHEAD ELECTRIC LINES
h
tt
1.25 T"s, Width
EXISTING TELEPHONE LINE
8CTV
LEGEND
®
DENOTES PAVEMENT RESURFACING
(�
EXISTING POWER POLE
D.U. &S.E.
DENOTES PAVEMENT WIDENING
D.U. &S.S.E.
DENOTES HANDICAP RAMPS
- — — — — -
PROPOSED SUB SURFACE DRAIN
E.A.
PROPOSED 4'X4" CONC. MONUMENTS
- - -�
PROPOSED SEWER LINE: MANHOLE
- {�-
EXISTING TELEPHONE POLE
PROPOSED STORM SEWER LINE WITH
EXISTING TELEPHONE PEDESTAL
HOODED INLET (BMP)
COMMON AREA
PROPOSED STORM SEWER LINE;
EXISTING TELEPHONE MANHOLE
CURB INLET, MANHOLE do END SECTION
W
PROPOSED WATER LINE
-- --3 o a
EXISTING FLOW LINE
BEC
EXISTING BURIED ELECTRIC LINE
E
EXISTING OVERHEAD ELECTRIC LINES
BTC
EXISTING BURIED TELEPHONE LINE
T
EXISTING TELEPHONE LINE
8CTV
EXISTING BURIED CABLE T.V. LINE
---- CTV ---
EXISTING CABLE T.V. LINE
G
EXISTING GAS LINE
W
EXISTING WATER LINE
- —
EXISTING SANITARY SEWER LINE; MANHOLE
C.09
EXISTING SANITARY CLEANOUT
EXISTING STORM SEWER LINE; MANHOLE do ENDSECTION
10
EXISTING CURB INLET
EXISTING BEEHIVE OR ROUND INLET
0
EXISTING SQUARE FLAT INLET
X
EXISTING FENCE LINE
0
EXISTING TREES
°.Vt'.r^.
LOT NUMBER
(�
EXISTING POWER POLE
D.U. &S.E.
EXISTING LIGHT POLE
D.U. &S.S.E.
EXISTING ELECT. TRANSFORMER
E. .
E Pp
EXISTING ELECT. PEDESTAL
E.A.
EXISTING ELECT. METER
- - -�
EXISTING GUY WIRE
- {�-
EXISTING TELEPHONE POLE
0
EXISTING TELEPHONE PEDESTAL
T.P.
COMMON AREA
N.A.E.
EXISTING TELEPHONE MANHOLE
¢-CH
EXISTING CABLE T.V. POLE
N Pp
EXISTING CABLE T.V. PEDESTAL
S.L.E.
EXISTING TRAFFIC SIGNAL POLE
N.P.
EXISTING TRAFFIC MANHOLE
❑
EXISTING TRAFFIC CONTROL BOX
T.C.
EXISTING GAS VALVE
REVISED: 1 FEB Root
EXISTING GAS METER
rebar; 4) South 89 degrees 51 minutes 42 seconds East 23.57 feet to a S & A rebar;
5) South 04 degrees 18 12
EXISTING WATER METER
APPROVE D
EENTON C. WARD AMILTON CO
��—
TY 8URVEYOR
M
EXISTING WATER VALVE
the East line of said Quarter Section; thence
EXISTING FIRE HYDRANT
a
EXISTING MAILBOX
place of beginning, containing 14.256 acres, more or less. V
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 &
EXISTING GRADE
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
N.P.
NO PAD
M.F.P.G.
MINIMUM FLOOD PROTECTION GRADE
TYPICAL ASPHALT
PEDESTRIAN PATH X— SECTION
W v
�L�P' I G� Ui F SST CL�
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
ASPHALT PATH
1" HMA #11 SURFACE
2" HMA #8 BINDER
5" #53 STONE
OFFICE OF THE HAMILTON COUNTY SURVEYOR
EXISTING GRADE
I
2" - H.A.C. #8 BINDER
3" - H.A.C. #5D BASE
I i
L _= I=� I t
-1- I I 1_ITr- � I
--• �- r POSED GRDE
- .1 �
UNDERCUT SNALE RY 0.9'
_
11 I I —I I— III - III -III
SILTING.
—I I I TO ALLOW FOR FUTUREa
UNDERDRAINS REQUIRED IN SWALES
WITH LESS THAN 1X SLOPE
EXISTING GRADE
S78'48'52 "W
N.1
1-1 EZLL
C -2
-1 1 1 -I (I- III -III_ PROPOSED �GRADE
.2
DE RUT E.ALE E11 Y I 0.2'
'' 1' I I _ ALLOW FOR FUTURE SIT�IN, GI' I I I
. _
I •�I I I �iTO
T� I I 1 IJ I I I-��j o
I'_1 I I -1- –
—I I ow CaL
t 11�
�b0
w a
0o
—PERFORATED SUBSURFACE DRAIN (89D) PIPE
WITH MINIMUM 0.6X GRADIENT.
SEE DEVELOPMENT PLAN FOR SIZES
150.00'
(0" MINIMUM) AND INVERT ELEVATION$•
3'
1 58.42'
TYPICAL SWALE DETAIL
22'27'28"
(DRAWING NOT TO SCALE)
HAMILTON COUNTY
SURVEYOR'S OFFICE
rebar; 2) North 89 degrees 54 minutes 48 seconds West 17.59 feet to a S & A
REVISED: 1 FEB Root
G
rebar; 4) South 89 degrees 51 minutes 42 seconds East 23.57 feet to a S & A rebar;
5) South 04 degrees 18 12
STANDARD PLAN
APPROVE D
EENTON C. WARD AMILTON CO
��—
TY 8URVEYOR
D -16
t "Coal
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
6) THE FEMA BASE FLOOD ELEVATION
WILL NOT FLOOD ANY PORTION OF THE
SITE.
L�J
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GRAPHIC SCALE
0 25 50 100
( IN FEET )
1 inch = 50 ft.
Q
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W
z
EXISTING 45' EXISTING 45'
HALF R/Wfj HALF R/W
C-0
1 19' -0" 29' -0" 1
PROPOSED PATH
EXISTING CURB SLOPE
PROPOSED GRADE L
__SLOPE .25% 1 EXISTING GRADE
Z EXISTING PATH
EXISTING CURB
17 5" FULL DEPTH ASPHALT
EXISTING PAVEMENT
17.5" FULL DEPTH ASPHALT
1.5 - H.A.C. #11 SURFACE
1 #11
SECTION W -W
2" - H.A.C. #8 BINDER
3" - H.A.C. #5D BASE
2" - H.A.C. 8 BINDER
#23STONE COMPACTED STONE
3" - H.A.C. #5D BASE NOT -TO -SCALE
#53 COMPACTED STONE
4" -
4" -
300.00'
�ri„iarY ��a� Fnd l�✓n�vers
v . 10, 1-7 / 20 6"1 X45
4' -0"
t SEDEWALt r Tt"
�4PE 1- - -4�FT
INACCORDANCE WITH SHALL E
THE STREET RIGHT -OF -WAY.
NOTE- 6' SUBSURFACE SHALL BE
DOUBLE WALL HANOOR H"
OR EQUIVALENT.
LOCATION MAP
SCALE: 1 " = 800'
DATED: JANUARY 8. 2007
OF
RADIUS
NON OR ItYUIOtY
JOIN A QULWT
NON an F
.i:Y K At INDA L K Ofil
ROr Ot FORNORY
NIOMp ate! GMAT r
TANGENT
HON at FOR&MY
CARMM 2002
9 91119M cWvMA1"
a
W
NON OR PORWLLY
JWN a . HEATM A OAM
�
S� OF
C -1
300.00'
NON at foFM tY
ourL! UAW AWAM
NON OR rauotY
cAllaDU r< At arysu� e. NASErrem
121st STREET
S78'48'52 "W
22'32'40"
C -2
300.00'
235.62'
124.26'
229.61'
L9 E
LOCATION MAP
SCALE: 1 " = 800'
DATED: JANUARY 8. 2007
SOILS MAP
Br, CrA
SCALE: 1 " = 800'
DATED: JANUARY 8, 2007
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CURVE TABLE
OF
RADIUS
�i
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'
ZINN
SOILS MAP
Br, CrA
SCALE: 1 " = 800'
DATED: JANUARY 8, 2007
O
03
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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'
S89'5728 "E
45'00'00"
C -3
150.00'
58.79'
29.78'
1 58.42'
1 N78-41'11 91W
22'27'28"
DENOTES A 2" MAG NAIL WITH WASHER STAMPED "S &A
FIRM #0008 ".
DENOTES A 4 "x4 %36" LONG PRECAST CONCRETE
0 MONUMENT WITH A CROSS CAST IN THE TOP, SET FLUSH
WITH THE FINISH GRADE.
CURS
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No. =�o
900012
STATE OF '
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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:
Commencing at the Southeast comer of said Quarter Section, said corner being
marked by a railroad spike; thence North 00 degrees 05 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 distance 874.50 feet;
a of thence North 00 degrees 05
minutes 12 seconds East parallel with the East line of said Quarter Section a 0
�-
distance of 741.00 feet; thence North 89 degrees 43 minutes 59 seconds East
0
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parallel with the South line of said Quarter Section a distance of 852.10 feet to a
5/8" rebar with cap stamped "IS & A Firm #0008" (hereafter referred to as a S & A C
J
rebar) and the westerly right -of -way line of Shelbome Road as described in (D
Instrument Number 2003 -69146 in the Office of the Recorder, Hamilton County,
Indiana; thence along said westerly right -of -way line of Shelbore Road as
described in Instrument Numbers 2003 -69146 and 2003 -69147 by the next six (6) 0
}-
courses; l) South 02 degrees 29 minutes 53 seconds West 119.08 feet to a S & A
ry
rebar; 2) North 89 degrees 54 minutes 48 seconds West 17.59 feet to a S & A
rebar, 3) South 00 degrees 05 minutes 12 seconds West 505.40 feet to a S & A
Q
rebar; 4) South 89 degrees 51 minutes 42 seconds East 23.57 feet to a S & A rebar;
5) South 04 degrees 18 12
minutes seconds East 69.14 feet to a S & A rebar, 6)
South W
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 05 minutes 12 seconds West along said east line 47.52 feet to the 1
place of beginning, containing 14.256 acres, more or less. V
O
August 17, 2007 I jc
In
_ sn' a /w _
30' -0"
BONI .00 13' -0" 2' -0"
SLOPE: 1 4'
W 1 COMPACTED
suBCRADE
TYPICAL. STREET CROSS - SECTION
NOT-TO -SCALE
NOTE PAVING TO BE COMPLE D N ONE PAVING SEASON
4' -0"
SIDEWALK 4-
sLaPE
.. .. .. .. . ..
MN. r TOPSOIL
LL CITJRSE 4 oUTTER MAlET4ALu
DOUBLE WALL. N 0
S.S.O. TO Be INSTALLED
UNDER CURB BOTH SIOES
OF STREET
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1' -0"
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SHEET NO.
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5718OMNR I '
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:
UFESPRINGS GROUP, LLC
484 EAST CARMEL DRIVE
SUITE 336
CARMEL, INDIANA 46032
CONTACT: S. KURT MENNER
PHONE: (201) 788 -1001
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NOW OR FORMERLY
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(IN FEET )
i inch = 50 ft.
NOTE:
PLEASE REFER TO PAGE ONE FOR GENERAL
NOTES, THE LEGEND, THE CURVE TABLE AND THE
DEFINITIONS OF SYMBOLS AND ABBREVIATIONS.
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