HomeMy WebLinkAboutAf''(- 'f'CRE
tl�"A DDLE' CRE'E'K
r,J ~E TION 11
Ll'J
l
(Y
249AC.
OFF -SITE DRAINAGE
Ja J 1 "3' STONE SHOULDER (TYF .)
N[ Cor W 1/ 2 SW I I
-
(j - --
-
1111,It
--
S 89'597
-
E 672.00'
` - -
12' lane
-
-
�M ♦
W 141s
i.
--- - - -
- --
�1
-
>000- 0(>,- 0 �--- a000- -
C14
oo- -�000- moo
- -TJ
r ).000-
000-i
If :903 86
( ------------ 000,E _ W.E
kl`J 1.1. 90
a� -s
-j
'
S 89'59' 18' E
10' ASPH. PATH
1,3t)
150'TWER '
116'
4,)
1")' PEDESTRIAN .jt aVISMT.
■ -
k
- _'-= '-
-- - --
EXTEND
137
3' STONE SHOULDER (TYIP
- - -- - i
I �,• I
�31
to "xza "cMl`
-40 tF
20' U.& D.E.
rr
Q; I1 34 ------
- -
- -_- --
A�
R u-
X45
_ -
- - -- -
■
■
r
(4)
5.22 AC.
I I IE: 903.4 -
/ -
-- - � C O DETENTION POND 1 IE:
a ( /� - - Ac
H 2 -YEAR STORM 901.91 .91
0 1 00 I - TORM 903.54
4 3 AC. 100 -YEAR STO 4
I IRRFU. D.E. & t.S.E. TOP BANK 905.50 - 0.87 Ac.
a9a -
\
------- �- . 900 901 - - - --
\� - - 902
yl 00yY
SADhL,E' Cf�E'f�'K SE'Cl'fON 10 / ,f W
Aid IINI?1I, I:(IN`�II 1t;iIIIli
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'Ll 15
81 ill . S g o
-- - - If 894 40 o
VTST - 5E-
_ T_ -.._ - - - N C.
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I (I
PA r -r_ -�, - - -,T PVC STIJH -- -- °
i
c[.._.__ -__ - _ __._ __. 1___111 -_ __� .__ ..___- __ _ __. __ - -- :.
INE S..J ._ 1 2 e 1 c:,
Q Existing Sho01QOr -SCG
BORING
C:
REQ D _ W 141St ST. Existing Edgo /of Pavement J W
- -- -.- �._ 17' lane C S2Q'S9'18" E I 12' I e Asphalt- - - -- -- - - - - -- - -�� -- - o
F'71VLMENT C�
bne
3' STPNE SHOULDER �REQ'D'
�� _�_000 - '�'6. O m
n i f ^oo Irv° 5066 9 10 ASPH. PATH -- - - - -- - \1 5 " Cr z o
129 150'TAPER' - _ - -- - - -- - - ° C
US
R
c� -- - - - - - -- -- - - - -
8 8' S 8 "S 8"S- - -8.S O r �• 10 o_
202 20' U. .E. &S.SE. _ I -- - -- -- 201 I`� - - - - --
\ RIM 903.30 -} 1 01 0l o CD a_ Eu
- PROPOSED N � � ° � �
I ` RIM 908.30 "�
1.40.
SPLIT RAI FENCE+ a
I / 135
� I i
Rpm �I I °
I 10' I
��- �,Q I 5% Limits of Mounding U` J M 90 77 `° Hei ht = 4 / 2 �o'�., Limits of Moundin:) _- - 05M.E. g
1 pp
Height 4' -- "E., _ 08.24 i M.E 07.35 0
_ g �!/ °1 I 116 / t Q `s•, , v. +.�.},' - IRRf G. D.E. b. L .E. ��
it 07.70 06. 3 O
4 54 E
/ I ® 906.01 \ 06.6 ] 07.50 �Yb 3 7.04 - O r^
�' »'`� � �._ - - - -� 07.07 �j � `i1
/ F l U' `�� -- N - - 4454" - t Z. 36 I // ��i
Q�� �� _�
I 01.24 �� ), o I o°
IE: 899.00 fls. "S• I II ( 12334 Sf
I ( `. I 06.02 6s, cp
100 1 \ ,. I \ 37) c �� 906.15
D.E. & L.S. . I ' ° \ D Q� I° ( ( / • w
I
'f 041 Sf I ° o l m _ /
� / �� _ � 89'44'54" E ( O O
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- _ C / 906.11 0
904 ®� /�� I C 905 W
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I11 1.80'
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8 RIM 905.82 �� / .� �� 2�`�/ 0 33 / I s' =r� I I 94.91_ $ 1 I SOR S 89 44 _j w I \ 35 1 0 �'
m E ) N 8 4 54" W 7 8% /
I I 1 : I, NNJ
06 2 904.6 280.7 83 / 9 ti �P / �; 5.93 _ D \ o
- - _ / g Gj^� / mac, o , \\ I ( I 0 v 1 1 05.93 6.. 1 1 0°0
I / �•o 38
I II
t os.2oo / R�A7�� °/ I ( II of �\ m v 9552' sf o
9$ 105 .r _ °o c n o a I 0
1 D39 sf I �1 �•
o I I ( � o / / /gyp y,. ' a . RIM 05.8 �' \ _ I
' o �., p `� J m / `� ?. I I \ I 905.4 9 - 905. v J
1 1698 Sf �, / `� a / t4,� .. �, \ f S 89'4 1 4' 0' WE
906 71
ci I O O ( ,r I 1 L.- -- - - - 1;37.27 �o
rn ool oa/ 9 / /�' �� 90 .:.
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o I ( C4 ° S� Q4 Q� /I p ,1�uy ` I 1 r 90E5� - - 89'4 'S4° E - - 906'.5 - -
Q i ��
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L906.59 1.97 / ° >9 / L6'6 F 1 ,� ,fe ' / \ - �' D I 9 00 Sf ( o C0
5.4 S 9.08 ' 06.73 N ^ i 39) I `J 0 j� cp N
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5 !l) I I / / I 05.3 \ I I I I 0 _ -- -J ` _mss -_j
„ I 88,5, sf o � I 203 � � � ' � WOV \ �' I I \ ` I ,1 �, I I I C � I 9'44'54' 120.00'
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6 "Lo 1
/ I \ I LLi IPI 0 1 I 4= /� 'i N 4d 4 W 9 4.9 I I I \ I
_ II - _ I N J 9 8- 1 191 Sf !�' ,� \ \ ` s� 89 S � I I I vi J le
f( f I - - / ill I/ I I I n r� 90 5 906.2 I I t m \ O
i o I 06.75 ° rn ry �I r'r I ;... 170.00' 12 i- I " I 33 o CL
00. ��/ rf l Tt 911 `1 12 (
Pat
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(40) I I 6
T 1 906.2 s 8 rto.00' 907.15 I \ I N I� \ 1 ' I I I o I 9600 sf
I I 907.1 07. ' 1 `
° ' _ _ 120.00 I't I (•�
I;} V p l C7 >7 O I I rD o L �+)
I � � I I 1f 1 •c •.+ I O l> n- -- 904
I F
ck n� \ w OMMQN I I, N 4 00 ,
,9 w I I I i I + I I p v � o t .. / o p cD I I f S 89"4 ' 4" E
s 89,42' E i j I I �, .� \ I ' 1 / I SUR IWILIi,, L I I -- --
O �J . 01 AC . O1 I 1 I 1 904. 90 90
-_ - - - ----- _- - �' 19 6 0 sf I m ° 6 ^� 51 I I ) IRREG. D.E. & L.S.E. _ ` I
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I
249.6 a' -" + rn I oo / Lq
PROPOSED
FEfICE l _ s 89'42'4.3" E_ - - 1 I �' r� ?I INS i R. 2000 3 1 J ! I 1 ' ( �In
1 I "' = o I p rn °/ 4; I ' / 1�"I I - -- ( I D i o
I I N 89'44 4 W 00' M. 05.
„/ I° q I 1' >� ate°, I I 1 / !�� 905.5_ _ x1906_4 t_ 90 .51.
O I " I I o °� 600 sf fa� 2
1.001.
908 0 I I 1 1 ( Z
I
m i'`' Ci; ,., i !0100' O I iii
75' S. .E 07.09 \ I to I% / 1 , "1 I' i
t ssl 0 07.00 " a I - I RMO907. 6 1 I°' 11 _t ^ I I �,, I o �' I I 6 L° 0 0 Sf IIII
5 --r-- II I I �� 111111 wi
S 8 E 120. 0' 07.39 - o
- -! -- - -- -- - - - - - - - - -, 07. 5 I ( rn rn
I - I r 1 2
1 � ]
1 7.5' S.FE - 36 B no / \ I I 'l i _ I \ v' I 1 1 CO rn RIM 04.08 'o o
I 70'6/ I 1 07.a 0.00 5 o I Ax ° 10200 Sf �, w o- rn I I I C I°
211 w " F;... \ 1
R1s08.00, I i \\ a' i 121 I 111111 111111
I 1 o f d A I ° �' m l 9oi.11 I `� I 1 / " 3 \ I I\ 11 I RIM 904.08 m I a.o4 I s 89'44'5 1 s' DE
-T o I�- 9 .3 9 R11 02.92
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COMMON AREA "C"
6 Lo 5 / L.IOMAS ND ` I - 26L e Ililll 111111 `r_
o (7, I 00 ° I u' °° D o o f \N . ABM (- RCP �° 12BL -15 26LF R 0. X120.
9600 Sf I c - II
If I / o' %t3 NSON \ v, N 89'44'54 \ L �5' E W
I o ° " 'D o I I I D R I N 3 P a;D O.7 W
I ° X600/ f °' `� I / 15 �F RCP ®0.5 905.5 15' DE 906.2 I 3 i 03. IIIIIIII
rn D- cb W W 1 1 ° 15..E A _
I li
Nn co I I 1 reS I / I \ 15' DE 120.00' 120 I I I o Z
07 8 I 1 I . I i I / �I 7 1 ' o I I I `'J
S 89' 1 4'21 " 120.00' I I o I i N 0 .3 1 / ►s -- - -- I `n I I `n ,f' 1 o III I
/ 08.42 07,36 I I
o / , I/ I 899. �;rl RIM 904.,40 0 ..L° '33 I o 3 T C�
SS R15 ER- I w -07. V -_ _ 1 i N
00 I N .5 I 1 /1 I I 2 i I o 1020 sf IIIIIIII
° I I 6 00 I( I I 1 1 ) N I° I C ' I o I
/ I I I I I / C� ,° I�' o 16 I i I I 12 o cn
6910 I �I I �II lot Z
n o ( / 102 0 sf _ I. 901. 0'
o ° 16 „La I b 14 I. I ' I 1' U; I - i -� r. I I °
o =' � I '�' I �`,.. I i,., rn I I } S 89'44'54" E 2 - _ 90 .
96 0 sf � I I rn I I I 1 I I t' o / J �' ' I 90 6 120.00 �-
a I I 1 L Z _ o (/b I' f:r 1 -� J, I I= 90 a at
% I 600 Sf 1 j I I r- � 1 l 3 ° N 89'44 4 W '^ 1 l 0
I I I rn I W / / II 'nD I - -- -- z ool
a; / r*i - ° I 90 .5 906.2 / i I I O pro \ \ \`\I,nulwuuuullii
L o `�" D J.
-- 0 I I 03 I k / \ I 0 c) {20.00, 904.7 I I I P�
Oi.29 S 89' ``00' D7.08 I i� I r / DE�i��ON PO 2 v'j r I J Vin,• I f I n I D 0 7 �iJ`Z`,��G15TE'RF� \\
- - �'-: / I NOR POOL 899.00 - 1� 0 Ac. °o' \ I L o m I 96 0
on gg
YEAR STORM 901.4!1 c3 I ( C) -0 J IN I I °p Ln o M. 0 65 i/ PEf9°' X55` _
° 6 1 `° I Z i I Cp r?, / 10\ -YEAR STORM 902. ` in D vi '^man I I `�' rn - 1 -
3 ( I I I rn I I D ' � \ '' o I 1 oo�YEAR STORM 903$ y' �°+ II ��° I 9 6 Sf
co m Its O( I I I I N I r 0 11` STATE OF
I
_ I I �
;,;f TOP 7IR K 905.50 - 3.9 c. co I cr o v °� - I g - %'n /NDIANA� �
r., rT1 I y 1 O W N 9 4 'S4" W
1
Dp ° N I ca co I I aM EG . D.E. 6c L.S.E. , �;; 1 vy, I � N �, 9 6 2 7 S I II 6 „La I o z N I -- --
cp O6 55 `� I < cG N o o I" I I 905. 905. 03. ��•,ii `Sl NA
I I o0 O I F' \ �l n rn i Cn I I
p t\ °i I I I L_ U I I -� it 11 IIII 11
90 t o I I I 9 8 4` S f� n I ( I I :b I >` I 1 \ I I I o �, i -T�il A . E 69
I� I i
NOTES:
1. THE THOMAS A. SIIJLIL AND ANSON W. ALMOND LE(;AL DRAIN IS TO BE CRUSHED IND DESTROYED
AND NO WORK IS TO OCCUR WITHIN THE EXISTING REGULATED DRAIN EASEMENT UNTIL PLANS ARE
APPROVED AND THE HEARING IS HELD BEFORE THE HAMILTON COUNTY DRAINAGE BOARD.
2. ANY PRIVATE FIELD TIL.ES FOUND ARE TO BE OUTLETTED INTO AN ACCEPTABLE OUTLET.
Z%
rI I m
SEE SHEET C2.2 FOR CONTINUATIONeETIcic DATA
PROJECT 8 N HMARK: OB A.
NOT'c5:
1. DECORATIVE SIGNS, IRRIGATION SYSTEMS, TREES, DSCAPE MOUNDS, LIGHT 146th Disc stamped 93 RHP located of the southewest comer of the intersection of
POLES, AND OTHER SUCH AMENITIES ARE NOT PE MITTED IN THE RIGHT -OF -WAY. 146th „ tVATI and Ditch Road. 2002 -12
2. UTILITIES CROSSING BENEATH 141st STREET MUST BE PUSHED /BORED. ROAD B M. ELEVATION = 943.371
DATE:
CUTS ARE PROHIBITED. SITE BENCHMARK:
3. DRAINAGE STRUCTURES AND OTHER UTILITIES AFFECTED BY THE WIDENING OF Rafrood spike in East face of a fence corncr post. Post located +/- 20' south of the centerline D1 -31 -03
141st STREET WILL NEED TO BE EXTENDED. of 141st Street and +/- 35 west of the centerleline of Beaument Blvd. SCALE:
4. THE EXISTING REGULATED DRAIN TILE SHALL BE CONNECTED TO THE STORM B.M. ELEVATION = 905.77
DRAINAGE SYSTEM ON THE SOUTH SIDE OF 141st STREET. THE EXISTING 1 " = 40'
DOWNSTREAM TILE SHALL BE CR'JSHED AND ANY LATERALS SHALL BE AT LIA IAIJW F SAYS CALL
CONNECTED TO THE PROPOSED STORM DPAINAGE SYSTEM. AT KING tyro FULL
5. CURB RAMPS FOR THE MULTI -USA= AND WALKING PATHS SHAD. BE CONCRETE. YOU DIG OITS THEEILLAAW Y 1 -800- 382 -E SHEET O.
- � CALL TOLL FREE I_
0 20 40 60 80
7MHORIZONTAL SCALE: 1 " =40'
1 -800- 428 -5200
FOR CALLS OUTSIDE OF INDIANA
C2.