HomeMy WebLinkAbout098-95 SP Trails at Avian Glen Sec 9 & 10 Street Plan.1FO
C. A.
STA. 0+00
CENTERLINE INTERSECTION
23+00.81 PLAN ONE, SHEET C301
321
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00
19,
STA. 1+75.00
CENTERLINE INTERSECTION
0+00 PLAN ONE, SHEET C30?
323
20'r R V
TYPICAL
288
PROFILE ONE
287
324 327 328
325 326
46 B 0B WH I TE 7, S 4.r49V r 43&W
•
315
STA. 5+19.97
PTHC
2 6'
B8
RAO {
5 0'
R
Wk�ppOORWI
WA Y �L
LANE
306 ti 305
STA. 5+44.97
CENTERLINE INTERSECTION
= 0+00 PLAN ONE, SHEET C30?
PLAN ONE
NOTE: 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 WITH THE
ABOVE STATED REQUIREMENTS.
STA. 10+68.92
PTHC
GREBE
WAY
3 0'
BIB
W
TYPICAL
304
R
329 340
P
..�.:.�. ..waren" •
/ y
/
S Qm'SY ti 0
q Y \
�__.._..----• .�.... ��- \\ 331
\
330
MEADOWLARK
PLACE
MI
� CURVE DATA
STA. 9+54.97
ZS= 43'24'07"
4 -WAY INTERSECTION R= 250.00
= 24+64.30 PLAN ONE, SHEET C306 L= 189,3767
C- 184.8813
T= 99.4920
CH.BRG=S 22'07'50" W
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�r
CAUTION;
DON'T
LOCATION OF ALL EXISTING UNDERGROUND
DIG
UTILITIES SHOWN ON THIS PLAN ARE BASED
�1
UPON ABOVE GROUND EVIDENCE. ( including,
BLINDbut
not limited to, monhole%in{ets,valves, &
marks mode upon the ground by others) AND
ARE SPECULATIVE IN NATURE THERE MAY ALSO
BE OTHER EX STING UNDERGROUND UTILITIES
FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE
1-800-38�p 2-5544
OR FOR WHI CH GROUND OCE WAS
OBSERVED. E EXACTOLOCATIONS OF SVE
CALL TOLL FREE
EXISTING UNDERGROUND UTILITIES SHOULD
1-800-428-5200
BE VERIFIED BY THE CONTRACTOR PRIOR
FOR CALLS OUTSIDE OF INDIANA
TO ANY AND ALL CONSTRUCTION.
C, CURVE DATA
STA. 1-78.78
N- 39'05'53"
R= 500.00
PCH"
L= 341.1949
/ C= 334.6134
T= 177.5409
CH.BRG=S 63'22'50" W
287
324 327 328
325 326
46 B 0B WH I TE 7, S 4.r49V r 43&W
•
315
STA. 5+19.97
PTHC
2 6'
B8
RAO {
5 0'
R
Wk�ppOORWI
WA Y �L
LANE
306 ti 305
STA. 5+44.97
CENTERLINE INTERSECTION
= 0+00 PLAN ONE, SHEET C30?
PLAN ONE
NOTE: 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 WITH THE
ABOVE STATED REQUIREMENTS.
STA. 10+68.92
PTHC
GREBE
WAY
3 0'
BIB
W
TYPICAL
304
R
329 340
P
..�.:.�. ..waren" •
/ y
/
S Qm'SY ti 0
q Y \
�__.._..----• .�.... ��- \\ 331
\
330
MEADOWLARK
PLACE
MI
� CURVE DATA
STA. 9+54.97
ZS= 43'24'07"
4 -WAY INTERSECTION R= 250.00
= 24+64.30 PLAN ONE, SHEET C306 L= 189,3767
C- 184.8813
T= 99.4920
CH.BRG=S 22'07'50" W
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5
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F- o 0
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SHEET
C302