HomeMy WebLinkAboutPrimary PlatVVOODGATE
"SUBMISSION DATE: OCTOBER 22, 199
3
NW Corner,
NW 1 /4,
w L
o a Sec 20, T18N, R4E
N 89'04'53" W - 833.1,1'
W
Q
Q
z
n
O
O
`to
o
CV
O
U
a
Cn
Z
EXISTING SANITARY SEWER
s1
l
X,
9
i 'I t
/
{�"
IZ J x
r j}
V
.
fi
�- ,j s., i`1 �, " _ ."'� , ( c.I' r� -�. < r .�'-E.Jr' t �, r .�1'•�_..' d ;-iF !
, 7
„ .
2�
+ .'n i, � -_ • ` i,. ' Cr �-7�1:. _`_ t(,-. 1 , , .�.. fr � '"� s '>'� GI. <.a . "'ia"i :1 �?�I ! #.: � Cn ° `• `✓ �
..:}„ - "j � 3Kt. iir .. 11 `•.5 � v�=':.ii,"T ,`1. 4. t_r� ! 1.
„ ��� i �.' 1 ,1 r`• "Iwo r"r ;' 'u :1.. -i Z'
')lt
}
� ,, Trt t ( y I 1 ifi t.+,r.Cl .�li-� �E Hm,t: 1 t t � S. _ C, 'F• 'i 3 (..(....
aw-i - , �•: "
J--L.iV ``
•'f
1,
i :. •re': 1 r'tf,� 'J/-.J�. r r,_�--�..� _ �% ...�/t �._.��� •, ....�"'.:;�'^_:�-:_..-_ }-.,;.,'•�ii .__ :..a �rj i.,, j`�Iz ,'t
1 gg qq
-
•
' A. '" " - C vYt;3 •y �' : l r : , p � ., 1 .� . r. }_ � ii .,� �,..; L ..i - - -
.
r
t r z'.:�",•,_.,
,
,x
-C
SOILS MAP
z
W { crYit nl I 1 1 8- J M w
I I 21740 da I - - - te/ �gteF Ge - li r r Drive ��
z S.F. "� iI _ N 89'12'41" W - 8.77' s9ti
da zl • 10� 100 100' 15• D & U E 120 128 UJI
35' BUILDING LINE rwl SF
(N ttyG
v Cn t
! 1 1 V P� 11� 107' t 00' 120
v, g�� o at y� d
I
tP n a 4 148 0 , 1 49 150 a 151 152 iN col 169 M oMcb
��
1 +� < I ' 16499 13489 S. F, 14998 S.F. I o
O x i 44763 S.F. Ni 119879 S.F. - 16248 S.F. o, ^� •Zg'18 s� ¢4 y1 .gyp
S.F. _EXISTING STORM SEWER 130. z '� `Q S �� 2g 5s° hP� 66 Part of the Northwest Quarter of Section 20, Township 18 North, Range 4 East in Clay Township, Hamilton County, Indiana,
tr I N _ -1 - -- W ��5, o �5� 68 SE 9,9 0,?� G Nib
LIJ
_ I - j G sjoaM 6. described as follows:
182' �t j 1g3.� EXtS - E�102
a 'o ( �o�' �e$ /a o f to D E 5' �` u \ �f ��e O �r C T Beginning on the West line of the Northwest Quarter of Section 20, Township 18 North, Range 4 East 654.50 feet South 00
1 3 W �u �9 173 i 1 c� 9 9 p 9
0 c�$ ` \ �1 degrees 00 minutes 00 seconds (assumed bearing) from the Northwest corner of said Northwest Quarter; thence South 00
0 Q I �05 /� \13688 S.F. �� ti/ /�/ 1 68 7/� 11803 / �$f$�, �� ��\qtj /'.��'j✓ degrees 00 minutes 00 seconds on the West line of said Northwest Quarter 703.21 feet; thence North 90 degrees 00 minutes
�s, / / S.F. /` t`, /� C) 00 seconds East 40.00 feet; thence South 63 degrees 31 minutes 38 seconds East 256.23 feet to a point on o non-tongent
I 1 4 18572 S.F. ��/ a 1 �� P� �`� 11 �� (D 'r curve, the radius point of which lies 280.00 feet South 63 degrees 31 minutes 38 seconds East of said point; thence 9
/ S / / / 1 �� Gj��gD O �� Southwesterly, curving to the left on said curve, an arc distance of 2299 feet to u point 280,00 feet North 68 degrees
o cri \ / 17763 S.F. 4 , 16448 S.F.
I r �a �� /� � ,�ti � � . / , -�-. � � 13 minutes 56 seconds West of the radius point of said curve; thence South 61 degrees 56 minutes 30 seconds East 147.35
00
w € z Zvi \a� �� O`�,o / / / Bo ,� �� �56 �\ 0 feet; thence South 00 degrees 00 minutes 00 seconds 133,88 feet; thence South 90 degrees 00 minutes 00 seconds West 43.05
I •� tA5 t /���'� 1 6`��y / / /� ���o`f: �� / t `1Os }Q51, < `�ca feet thence South 00 degrees 00 minutes 00 seconds 323.38 feet to the Southerly line of a 66 foot wide Easement assigned
a) QL �' ��o h ,0 16 7 / 175 10 o S (� 3 2 to Public Service Company of Indiana„ Inc., per assignment thereof recorded on page 200 on Deed Record 130 in the Office
/o o / �\ 9'
4- LLJ�' 21318 S.F. / 3 / e of the Recorder of Hamilton County, Indiana, said Easement being the former right-of-way of the Indianapolis Northern
u� Flo / `���`�� �9 16495 S. �/ 16308 S.F. {� 2 �� "' / 19658 S. ^� �} ��'}} �\ firactian Company as described of,page 35 of Deed Record 84 in said Recorder's Office; thence North 66 degrees 21 minutes
/ / �` 100' 2 0 2 51 seconds Cost on the Southerly line of said Easement 1065.01 feet to the West line of WOODGATE SECTION TWO, a
�1 11 15211 S.F. o
oQ `-� subdivision in Hamilton County Indiana, the Secondary Plat of which is recorded on pages 46 and 47 of Plat Book 13 in the
9s. _ • - - - n n .� 13753
09
CENTERLINE CURVE DATA TABLE
CURVE
RADIUS
I LENGTH
CHORD
CHORD DIR.
TGNT.
C-1
305.00'
124.58'
123.72'
N 38'10'27" E
63.17'
C-2
175.00'
149.93'
145.38'
M 25*19'56" E
79.91'
C-3
150.00'
121.54'
118.24'
N 66'47'15" E
64.-13'
C-4
300.00'
44,22'
44,18'
N 39'21'09" E
22.15'
C-5
250,00'
54.16'
54,05'
N 41'20'09" E
27.18'
C-6
350 00'
8 80'
8.80'
i N 48'15'43" E
4,40'
C-7
150.00'
34.09'
34,01'
S 48.58'07" E
17,12'
C-8
150.00'
34.30'
34,23'
'S 62.01'49" E
17.23'
C-9
150.00'
117.95'
114.94'
N 88`53'29" E
62.22'
129.34'
C-10
176.00'
58.15'
57.88'
S 09'29'14" W
CURVE
RADIUS
I LENGTH
CHORD
CHORD DIR
TGNT.
U�
j6'D
F
PREPARED FOR:
LANGSTiON CONSTRUCTION COMPANY
1089 Third Avenue S.W.
Carmel, Indiana 46032 •
Telephone: (317) 846-7017
PREPARED BY:
WEIHE ENGINEERS, INC.
10505 North College Avenue
Indianapolis, Indiana 46280
Telephone: (317) 846-6611
"Holey
Maley" says, -�
"DON'T
DIG • BLIND"
Co% Monday through Frtdoy-7 AM to 6 PM
1-800
1-800
382-5544
428-5200
Mdthm indiano
Outside lndia
/ �cr Office of the Recorder of Hamilton County, Indiana; thence North 00 degrees Oi minute 21 seconds East on the West line of
S ry f Q said subdivision 234.50 feet to the Northwesterly corner of said subdivision; thence Norths,�6 degrees 21 minutes 51
V seconds East on the Northerly line of said subdivision 172.91 feet to the Northeasterly corner of said subdivision, said
corner being a common corner on the Westerly fine of WOODGATE SECTION SIX, a subdivision in Hamilton County, Indiana, the
/ tit Secondary Plat of which is recorded on Slide No 211 in Plat CobinP4 No. 1 as Instru ent No. 9134344 in said Recorder's
Office and being located 180.00 feet North 23 degrees 38 minutes 09 seconds West of the centerline of the aforesaid
l yy Easement; thence North 33 degrees 13 minutes 40 seconds East on the Westerly line of said subdivision 122.43 feet; thence
fNorth 25 degrees 37 minutes 05 seconds West on the Westerly line of said subdivision 17.546 feet fo ri point on the
`:okitheasterly line of WOODGATE SECTION 7A, o subdivision in Hamilton County, Indiana, the Secondary Olot of which is
66 1 recorded on Slide 224 in Plat Cabinet No 1 as Instrument No. 9212169 in said Recorder's Office, said point being located
2 0^\ c 15.07 feet South 48 degrees 58 minutes 55 seconds West of the Southeasterly corner of LOT 209 in said subdivision; thence
�CZ 1J2 P� South 52 degrees 49 minutes 15 seconds West on the Southeasterly tine of said subdivision 194.17 feet; thence South 48
�h4 0`0 � degrees 58 minutes 55 seconds West on said Southeasterly line 61.20 feet to the Southwest corner of LOT 207 in said
1ti0 0 subdivision; thence North 56 degrees 33 minutes 44 seconds West on the Southwesterly line of said LOT, a distance of
Vti � 155.59 feet to the Northwesterly corner of said LOT, said corner being On a non -tangent curve the radius point of which
lies 325,00 feet South 42 degrees 2' rmnutes 30 seconds East from said corner, thence Northeasterly, curving to the right
Ll on said curve and the Northwesterly line of said LOT 207. an arc distance of 8.17 feet to the point of tangency of said
curve; thence North 48 degrees 58 minutes 55 seconds East tangent with said curve and on said Lot line 16.60 feet; thence
O North 41 degrees 01 minute 05 seconds West 50.00 feet to the Southernmost corner of LOT 172 in said subdivision; (the
`n following six courses and distances on the perimeter boundary line of said WOODGATE SECTION 7A) 1.) thence North 52
c� `r degrees 24 minutes 03 seconds West 99.64 feet, 2.) thence South 77 degrees 29 minutes 18 seconds West 151.68 feet; 3 )
o� thence North 79 degrees 21 minutes 28 seconds West 63,08 feet; 4.) thence North QO degrees 47 minutes 19 seconds East
137,37 feet; 5.) thence North 89 degrees 12 minutes 41 seconds West 8.77 feet; 6) thence North 00 degrees 47 minutes 19
Z7 seconds East. 200.11 feet to a line which bears South 89 degrees 04 minutes 53 seconds East from the place of beginning;
ePC thence North 89 degrees' 04 minutes 53 seconds West on said line 833.11 feet to the place of beginning, containing 28.238
acres, more or less.
Subject to an Easement assigned to Public Service Company of Indiana, Inc. per assignment recorded on page 200 of Deed
0 Record 130 in the Office of the Recorder .of Hamilton County, Indiana, being the former right-of-way of the Indianapolis
Northern Traction Company as described on page 35 of Deed Record 84 in said Recorder s Office.
Subject to oil other legal easements and rights -of -way.
Dated: October 21, 1993
NOTES: IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR
TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING
THIS PHASE OF THE WORK. iT SHALL BE THE CONTRACTORS
P. PONSiBiLiTY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES
BEFORE WORK IS STARTED THE CONTRACTOR SHALL NOTIFY IN
e WRITING THE OWNERS OR THE ENGINEER OF ANY CHANGES, ERRORS
OR OMISSIONS FOUND ON THESE PLANS OR IN THE FIELD BEFORE
WORK IS STARTED OR RESUMED.
ELEVATIONS SHOWN HEREON ARE PLANNED AND SUBJECT TO CHANGE.
-4, FINAL GRADE MAY HAVE TO BE ADJUSTED AT 'iME OF HOUSE
50' RIGHT-OF-WAY CONSTRUCTION.
CONC, ROLL CURB
TYPICAL SECTION -LOCAL STREET
(NO SCALE)
EROSION CONTROL;
A TEMPORARY SEEDING MIXTURE IN THE AREAS WHERE STRIPPING
OR FILL HAVE BEEN GRADED SHALL BE SEEDED FOR SILT EROSION
PROTECTION AFTER GRADING, ALL CONSTRUCTION AREAS ARE TO BE
--EROSION CONTROL SEEDING LIMITS
EROSION CONTROL SEEDING LIMITS--�
SEEDED AS FOLLOWS!
__
VARIABLE
A SWALE SEEDING: SEED AND FERTILIZE WITHIN CONSTRUCTION
F � VARIABLE
VARIABLE
LIMITS WITH 5#/ACRE "REDTOP GRASS", 20R/ACRE "RYE
GRASS", 20p/ACRE "BLUEGRASS", 25#/ACRE "FESCUE" AND
- i 1 I I - 3' tON
�I I (;iIII I SLOPE
GRADE AS SHOWN ! +-
i 19
600//ACRE 12-12-12 FERTILIZER.
I I
r apt I{ II
B, CUT/FILL SEEDING (ALONG PA'. D AREAS) SEED AND FERTILIZE5j��;-
MATH 25y/ACRE "FESCUE". 20#/ACRE "RYE GRASS', 15p/ACRE
-III-I
11-ji I I �I I I_
"BLUEGRASS" AND 600#/ACRE 12-12-12 FERTILIZER.
IiI-�ii-111_
C. SEEDED AREAS SHALL. HAVE A SUITABLE MULCH APPLIED FOR
EROSION AND SILT CONTROL. MULCH MAY BE STRAW, SHREDD
HARDWOOD OR. €ROSION CONTROL MAT
D. DEVELOPERS OPTION: CONSTRUCTION AREAS REOUiRING EROSION
CONTROL MAY BE HYDROSEEDED. fN ACCORDANCE WITH ABOVE '
BRA I NA CE
i/ _
A L { SEC TION
S VIA
AND FERTILIZER SPECIFICATIONS
_DRA
' - -
(NO SCALE)
V(min) _.
STRAW BALES BURIED 3"
STORM BEEHIVE
Or �0 3'-,#4 REBAR STAKE
U 2'X6' SILT TRAP
TYPICAL SLOTTED RISER
(CAN BE USED INSTEAD
3 t /3 1 /3 OF STRAW BALES)
PLAN VIEW
/TYPICAL SLOTTED RISER
'(CAN BE USED INSTEAD
/ OF STRAW BALES)
STORM BEEHIVE
3'-y4 REBAR STAKE
STRAW BALES BURIED 3"
�2'X6" SILT TRAP
oo° °oo
0 0
0:
0 0
0 oa oo °
°I °O
. 00o o ,
SEC rION VIEW
S TRA W BA L E PL A CEMEN T
FOR EROSION CON TROL
T (NO SCALE)
1
0 20 50 100 200
GRAPHIC SCALE
SCALE: ' „=100'
LEGEND
SANITARY SEWER
STORM SEWER
WATER LINE -_ --- -Y - --
SUBSURFACE DRAIN - --
TOTAL ACRES: 28, 2t
R-1 CURRENT ZONING
53 TOTAL LOTS
STABILIZATION PRACTICE _ JAN. FEB. MAR. APR MAY JUNE JULY AUG. SEPT OCT. NOV. DEC.
---- _ _ _ _ _
PERMANENT - A•��. /.�*rl� ----
SEEDING
--------------------------
DORMANT B B •���
SEEDING �! ��
- - - - - - - - - - - -
_ _ _ _ TEMPORARY C
SEEDING
�� •////t///%•� ----
--------------------------------
SODDING F* i •///%/If////�
-----------------,-
------------ MULCHING
A = KENTUCKY BLUEGRASS 40 LBS/ACRE; CREEPING RED FESCUE. 40 LBS/ACRE: -
PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 20 LBS/ACRE.
B = KENTUCKY BLUEGRASS 60 LBS/ACRE; CREEPING RED FESCUE 60 LBS/ACRE;
PLUS 2 TONS STRAW MULCH/ACRE. OR ADD ANNUAL RYEGRASS 30 LBS/ACRE.
C - SPRING OATS 3 BUSHEL/ACRE.
D - WHEAT OR RYE 2 BUSHEL/ACRE.
E = ANNUAL RYEGRASS 40 LBS/ACRE.
F = SOD
G - STRAW MULCH 2 TOWS/ACRE.
./I/. IRRIGATION NEEDED DURING JUNE, JULY. AND/OR SEPTEMBER
.. IRRIGATION NEEDED FOR 2 TO 3 WEF.KD AFTER APPLYING SOD
SEASONAL SOIL PROTECTION CHART
(NO SCALE)
.w]
w
a.
�.i
x_
r:1
xZ
'
zQ
w
CL
z
lJ
a
z
z
0.
W
A
I�
QzQ
r]
z
:D e
rn
t
w
�z
a
A
oz�
A
z
00�
za.
kr)
2zv
n
G2
Gcl
x
0
z
w
a
C.i
CO
as
fz mrn
I-
z
-
_
o
z
O
w
z�
00_
t--t
E-
I
rt
(E--
w
M
F(rvD
U1
t-+-i
E,
C/D
O
LL_
Er-
�
Q
Ld
Q
Cl-
LLJ
ly
_
SHEET NO.