HomeMy WebLinkAbout24-93 SP The Village At Millbrook Street Plan 2GENERAL NOTES:
CURVE DATA TABLE 1. ALL CUTS ARE TAKEN FROM THE EXISTING GRADE
CURVE
RADIUS
LENGTH
TANGENT
CHORD
BEARING
DELTA
C-1
271.45'
184.10'
95.75'
180.59'
N17'34'16"E
38'51'28"
C-4
155.00'
143.38'
77.28'
138.32'
S63'30'00"W
53'00'00"
C-5
155.00'
100.09'
51.86'
98.36'
N71'30'00"W
37'00'00"
STORM
/ SEWER
22' DU&SE /
Xj�66 Sx
SANITARY
SEWER
�STOR
SEWS
1765
I7so
--".,---,. - - I I-.,,. I
BENCH MARKS
B.M. 19 CHISELED SQUARE ON THE SOUTHERN
DOWNSTREAM HANDRAIL AT THE WHITE
OAK DRIVE BRIDGE OVER CARMEL
CREEK.
ELEV=768.45
B.M. 21 TWO FILE MARKS ON THE DOWNSTREAM
END OF THE CULVERT FOR CARMEL
CREEK UNDER 106 th STREET.
TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE ELEV=784.40
CONSTRUCTION BEGINS.
5. CONTRACTOR SHALL MINIMIZE DAMAGE TO
-� EXISTING TREES.
6. ALL ELEVATIONS SHOWN WITHIN VERTICAL CURVES
FOR CONTINUATION (SHOWN IN PARATHESES) ARE CORRECTED ELEVATIONS. / \ 83
THIS SHEET 5 \� —1
SEE S-13 FOR CONTINUATION \�
2 4 Z SEE SHEET S-6 5 22' DU&SE
S-13 S-13 S 13
\ \
17 STORM 6 ' 1�� \ \ COMMON AREA s-13
SEWER Y 22' BL (,jJ
22' 8L 22' DU&SE 22'2DLI&SE 1 00 � 22
- -- --- --- m l
\ \ VARIABLE
DU6tSE
vo
3 14+00 PC HP MILLBROOK �� 3 LINE ~A'
o I
13+46.59 13+36.44 13+00 - 12+ 11+96.76 10+2 10+00 I SEWER
I
�
A
N 00'00'00' E 9+99.32 ��
TO THE NEW GRADE.
2. TEMPORARY TRAFFIC CONTROL DURING
CONSTRUCTION TO CONFORM TO APPLICABLE
LOCAL AND STATE STANDARDS.
3. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE
O.S.H.A. STANDARDS FOR WORKER SAFETY.
4 IT SHALL BE THE CONTRACTORS RESPONSIBILITY
FOR CONTINUATION
SEE SHEET S-6
4
STORM 5-13
SEWER
22' DUd6E
N 01'51'28 W PARKWAY
+ 3+00 � � +15.32 2 00
Q�i DRIVE N S 90roo� w
... - FOR CONTINUATION
SEE THIS SHEET STORM
M ` I SEWER 17
R FOR DETAILS SEE — 18 22
ENTRANCE PLAN (SHEETS 5) g 20 21
22' DUdcSE
7
22' BL SANITARY 22 'BL
4 5 1 SEWER
S-13 5 S-13
S-13 S-13
3
S-13
STREET PLAN
34
DU&SE S
33
PROPOSED
ACCESS
ROAD —
HOLEY MOM SAY&
" DONT
DIG
BLS"
1-800-382-5544
CALL TOLL FREE Ln
1-800-428-5200 0
FOR CALLS OUTSIDE OF INDIANA S
W
x
FOR CONTINUATION
SEE SHEET S-6
SANITARY
SEWER
22' DU&SE
22' BL
24
23 4
22' DUAa
S-13
4 ' ,ill!
00 ct
z
SCALE: 1 "= 50'
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