HomeMy WebLinkAbout97-96.0I • CONTRACTOR TO VERIFY EXISTING PAVEMENT
GRADE PRIOR TO CONSTRUCTION. NOTIFY PROJECT MANAGER IF
GRADE iS NOT AN ACCEPTABLE MATCH.
- 1.90 % - 0.60
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PROPOSED GRADE 0 TOP OF CURB (1P.)
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EXISTING GRADE 0 CENTERLINE (TYP.)
FOR GRADES IN INTERSECTION
SEE DETAIL ONE, SHEET 1402
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PROFILE THREE
( SECTION A )
STA. 4 +65.45
BEGIN PAVEMENT
* MATCH EX. GRADE
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PROFILE TWO
STA. 6 +08.13
C INTERSECTION
6 +29.09 PROFILE ONE,
THIS SHEET
SEMINOLE
202 DRIVE
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JUPITER �'� PASS
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177 *203 g
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PLAN THREE
( SECTION A )
( SECTION A )
INDICATES GRADE PERCENTAGE CHANGE (TYP.)
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- 0.76 % + 060 � '
1 . - 0.75
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PROPOSED GRADE 4 TOP OF CURB (TYP.) I I
Is EXISTING GRADE ®CENTERLINE (TYP.)
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SEE DE -AiL THREE, SH ET CaCi I I I
I FOR G ADES IN TE?SEC ON I I - I
I I j I I (I FOR G A ES IN N TERSECTION do CU -DE -SAC
AIL SHEET C402
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DATUM 850
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( SECTION A _PROFILE ONE
6 +00
STA. 1-+-56.30 ` STA, 1 +94,19 STA. 4 +76.06 S TA. 5+03.66 CURVE # 3
PCHC PTHC PCHC PTHC
220 *217 ; * 6 I 215 *207 1 *206
214 j 213 1 *212 2 1 i ;' 210 209 208
STA. 21+49.29
iNTERSECTiON 5
21C+49.29 PLAN ONE, R W
SHEET C301
*221
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7 5 7650'32' W 281.87 ' 27.60 I O) S 73'4C'44' W 125.43' y
3 ' "m SEMINOLE ~' - -
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e B BERRY JUPITER *203 i
*223 �SBR00K COURT PASS
ANN (SECTION B) STA. 3 +76.46
pP, C INTERSECTION CURVE # 2 STA, 6, -29.09 / STA. 6 +82.14
0 +00 PLAN TWO,
THIS SHEET INTERSECTION, PCHC BEGIN CUL -DE -SAC
( SECTION A) = 6 +08.13 P'-AN THREE,
STA, 0 +69.74 THIS SHEE T
PCHC
s o' 1 1 200
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*212 ,
BER \
213 j 69.4' m R Y
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OUR T
STA. 0 +00 I
INTERSECTION I,
= 3 +76.46 PLAN ONE,
THIS SHEET 214 2 $'
I B B � �\
SEMINOLE I _
DRIVE *194
CURVE # 4
{ I 196
STA, 0 +64.14 1 9 5
BEGIN CUL -DE -SAC
PLAN TWO
( SECTION A )
8 STA. 1+59.92
RADIUS POINT
197
PLAN ONE
7 +00
205 STA. 7 +50.11
RACiUS POINT
204
C.A.
F
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CURVE RADIUS
LENGTH
TANGENT
CHORD
BEARING
I DELTA
1 200'
37.89
19.00
37.83'
S 18'35'06' W
10'51 17
I 2 500
27.60
13.80
27.60'
S 14'44'22 W
1 03'09'46
3 70
121.02'
97.67
188.15'
S 12'23 28 W
09'54'20"
4 25'
90. i 8'
47.15
88.23
N 82'54 15 E
41 °20'08
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.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY NTH THE
ABOVE STATED REQUIREMENTS.
DON'T 'HOLEY
DIG
BLIND
1 -800- 382 -5544
CALL TOLL FREE
1 -800- 428 -5200
FOR CALLS OUTSIDE OF INDIANA
CAUTION:
LOCATION OF ALL EXISTING UNDERGROUND
UTILITIES SHOWN ON THIS PLAN ARE BASED
UPON ABOVE GROUND EVIDENCE. ( Including,
but not limited to, manholes, inlets, valves, &
marks mode upon the ground by others.) AND
ARE SPECULATIVE IN NATURE, THERE MAY ALSO
BE OTHER 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
TO ANY AND ALL CONSTRUCTION.
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