HomeMy WebLinkAbout97-96.9+ 0.55
INDICATES GRADE PERCENTAGE CHANGE
- 0.61
PROPOSED GRADE 0 TOP OF CURB ( TYP) I EXISTING GRADE 0 CENTERLINE (TYP.)
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SEE D TA IDNE, SHEET ;4, 1 'O O I N
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c`r + 0c, + DATUM 850
+00 1 +00 2 +00 3 +00 4+00
PROFILE TWO
SECTION B ` OM ON +
:
1 � I 1
i I
STA. 0 +00
INTERSECTION, PTHC
= 17 +96.13 PROFiLE ONE,
THIS SHEET
186
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1
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CURVE # 4
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236 i
237 ,
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76..0'
CO
N
STA. 2 +57.20
12' RCP 0 878.2 i
GRADES IN CUL -DE -SAC
DETAIL FOUR, SHEET C401
STA. 2 +99.42
PTHC
232
233 ' t
50 r
C. A.
NNISE? a
DRI ROOK *227 228
�E /
STA. 0 +76.l STA. 1-1-52.52
PCHC PTHC
229
230
STA. 2 +88.62
BEGIN CUL -DE -SAC
PLAN TWO
( SECTION B
231
CURVE # 5
STA. 4 +10.13
RADIUS POINT
PAVEMENT
+ 0.59
z
IRYZ
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1.41
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RADIUS
LENGTH
w
1 cl-(
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DELTA
4Q5f gC
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Ak
50 r
C. A.
NNISE? a
DRI ROOK *227 228
�E /
STA. 0 +76.l STA. 1-1-52.52
PCHC PTHC
229
230
STA. 2 +88.62
BEGIN CUL -DE -SAC
PLAN TWO
( SECTION B
231
CURVE # 5
STA. 4 +10.13
RADIUS POINT
PAVEMENT
+ 0.59
z
IRYZ
0
Z
m
cD
+
1.41
rnl o � rn�Q -I
co! 00 00! 001 I �I
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0L
1`
16 +00
17 +00
N
INDICATES GRADE PERCENTAGE CHANGE (TYP.)
+ 0.61
EXISTING GRADE 0 CENTERLINE (TYP.)
- 1.29
PROPOSED GRADE 0 TOP OF CURB (TYP.)
°d �D+
I °a' ��T- Ln 4 o ` (m I o o rn N o i a o 0 1 00 g O0 c`4 p ; 00 00 � o V d� . (I I I� I( ► ! I1 I � � I I I I I 1 I I
�
o r rn O
G 00 I 00 00 00 00 I I j
I I I t I
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00 rn I 00 CIO
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1�' RCP i8 50' iv C.
8721 50 ,
RCP p 872.4
C ION
@ � tJ F O r �RADES
1 I
I
N
I 1 1
{
I I
u�+ 7 I
I
INTERSECTION
f
I I
& CUL -D
E -AFOR GRADES IN IN I ERSE SEE DE AIL T11 , SHEE C401 SEE DETAIL T SHEET C40' G n d
CN
t') OI � ^ Z O J C7 + O I L ti Z! +r t V + t + Z Al Cv 1 cn + + + ! r
Ln + ! + +
18 +00
DATUM 850
19 +00 20 +00
PROFILE ONE
( SECTION A) G]� (SECTION B )
NOTE. 1. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR
EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P' APPLIES TO ALL
EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH.
`T SHALL BE THE RESPONSIBiUTY OF THE CONTRACTOR TO COMPLY #IT-1 THE
ABOVE STATED REQUIREMENTS.
0
21+00
22 +00
DON T `HOLEY z SEz-
DIG
BLIND
1 -800- 382 -5544
CALL TCLL FREE
1 -800- 428 -5200
CAUTION:
LOCATION 0 ALL EXISTING UNDERGROUND
UTILITIES SHOWN ON THIS PLAN ARE BASED
UPON ABOVE GROUND EVIDENCE. ( Including,
but not limited to, rnannoles,iniets,voives, &
marks made upon the ground by others.) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO
BE 07HER EXISTING UNDERGROUND UTILITIES
FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE
OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS
OBSERVED. THE EXACT LOCATIONS OF SAID
EXISTING UNDERGROUND UTILITIES SHOULD
BE VERIFIED BY THE CONTRACTOR PRIOR
STA. 3 +78.13 TO ANY AND ALL CONSTRUCTION.
STA. 18 +46.56 FOR CALLS OUTSIDE OF INDIANA
ANGLE POINT PCHC CURVE # 2
STA, 17-1 -96.13 C�
226
INTEPSECTION, PTH PSG?- , *227 225
0 +00 PROFi`E TWO, S 6 224
CIS SHEET R rw ` -
STA. 4 +09.63 *238 C•A•` _ *223
2\8 � \
RADIUS POINT
ry
s�
RIGHT -CF -WAY C.A. 1 ISBROOK 2W,
t
�.'" `� �, N 76.05' ° +.
04W- s��' pR o3
STA. 16 +38.29, '04
Sp a3 i s� '
PCHC 7400,
N
( SECTION A) r-
°i 189
�- 188 *190
187
, rt '� STA, 20 +22.61 *191
STA. 20 +97.61
PCHC
V222
*221
!
EX. POND
1� '� P�r�
186 CURVE # STA. 2" +49, 29 8 8• C. A.
CD
185
*184
STA. 15 +36.94
BEGIN PAVEMENT
178
CONSTRUCTION
CURVE
RADIUS
LENGTH
TANGENT
1 cl-(
BEARING
DELTA
1
�"'
i1
C-11
�I
156.82'
N
22'36 32
2
3
280
350
176.05
190.49
91.04
97.67
c1
S 51'33'09" E
S 85'02'51" E
36'01 29
31'11'01"
4
150
1 76.10
+1
75.29
16 +00
17 +00
N
INDICATES GRADE PERCENTAGE CHANGE (TYP.)
+ 0.61
EXISTING GRADE 0 CENTERLINE (TYP.)
- 1.29
PROPOSED GRADE 0 TOP OF CURB (TYP.)
°d �D+
I °a' ��T- Ln 4 o ` (m I o o rn N o i a o 0 1 00 g O0 c`4 p ; 00 00 � o V d� . (I I I� I( ► ! I1 I � � I I I I I 1 I I
�
o r rn O
G 00 I 00 00 00 00 I I j
I I I t I
CQV
� I o, I 00 00 °'
00 rn I 00 CIO
00 1 00 00 00 00
1�' RCP i8 50' iv C.
8721 50 ,
RCP p 872.4
C ION
@ � tJ F O r �RADES
1 I
I
N
I 1 1
{
I I
u�+ 7 I
I
INTERSECTION
f
I I
& CUL -D
E -AFOR GRADES IN IN I ERSE SEE DE AIL T11 , SHEE C401 SEE DETAIL T SHEET C40' G n d
CN
t') OI � ^ Z O J C7 + O I L ti Z! +r t V + t + Z Al Cv 1 cn + + + ! r
Ln + ! + +
18 +00
DATUM 850
19 +00 20 +00
PROFILE ONE
( SECTION A) G]� (SECTION B )
NOTE. 1. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR
EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P' APPLIES TO ALL
EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH.
`T SHALL BE THE RESPONSIBiUTY OF THE CONTRACTOR TO COMPLY #IT-1 THE
ABOVE STATED REQUIREMENTS.
0
21+00
22 +00
DON T `HOLEY z SEz-
DIG
BLIND
1 -800- 382 -5544
CALL TCLL FREE
1 -800- 428 -5200
CAUTION:
LOCATION 0 ALL EXISTING UNDERGROUND
UTILITIES SHOWN ON THIS PLAN ARE BASED
UPON ABOVE GROUND EVIDENCE. ( Including,
but not limited to, rnannoles,iniets,voives, &
marks made upon the ground by others.) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO
BE 07HER EXISTING UNDERGROUND UTILITIES
FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE
OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS
OBSERVED. THE EXACT LOCATIONS OF SAID
EXISTING UNDERGROUND UTILITIES SHOULD
BE VERIFIED BY THE CONTRACTOR PRIOR
STA. 3 +78.13 TO ANY AND ALL CONSTRUCTION.
STA. 18 +46.56 FOR CALLS OUTSIDE OF INDIANA
ANGLE POINT PCHC CURVE # 2
STA, 17-1 -96.13 C�
226
INTEPSECTION, PTH PSG?- , *227 225
0 +00 PROFi`E TWO, S 6 224
CIS SHEET R rw ` -
STA. 4 +09.63 *238 C•A•` _ *223
2\8 � \
RADIUS POINT
ry
s�
RIGHT -CF -WAY C.A. 1 ISBROOK 2W,
t
�.'" `� �, N 76.05' ° +.
04W- s��' pR o3
STA. 16 +38.29, '04
Sp a3 i s� '
PCHC 7400,
N
( SECTION A) r-
°i 189
�- 188 *190
187
, rt '� STA, 20 +22.61 *191
STA. 20 +97.61
PCHC
V222
*221
!
EX. POND
1� '� P�r�
186 CURVE # STA. 2" +49, 29 8 8• C. A.
CD
185
*184
STA. 15 +36.94
BEGIN PAVEMENT
178
CONSTRUCTION
CURVE
RADIUS
LENGTH
TANGENT
CHORD
BEARING
DELTA
1
400
157.84
79.96'
156.82'
S 22'14'08" E
22'36 32
2
3
280
350
176.05
190.49
91.04
97.67
173.16'
188.15'
S 51'33'09" E
S 85'02'51" E
36'01 29
31'11'01"
4
150
1 76.10
38,89
75.29
N 70'59'38" E
29-04`05'
5
350
42.22'
21.14'
42.19'
N 82'03'15" E
06'54'41"
INTERSECTION, a T HC
0 +00 PROFILE ONE,
SECTION B SHEET 0302 R�w `
( � SEMI
RAVE
PLAN ONE
*217
STA. 22 +16.81
BEGIN C' L -DE -SAC
/220 CURVE # 3
-� *219
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C. A.
STA. 22 +88.10
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