HomeMy WebLinkAbout098-95 SP Trails at Avian Glen Sec 9 & 10 Sanitary Sewer.3Tr—m5
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T.C.=780.5
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T.C.=779.4
0+00 1+00 2+OC 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00
PROFILE ONE
322
323 _ eo
STA. 0+00
MANHOLE
STR.# 502
0+95 PLAN ONE, SHT. C502
AMENITY r<-'$
1+50-// \
39' OF 6'
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4
NOTES
1 ALL SANITARY SEWER MANHOLE CASTINGS SHALL BE NEENAH
R-1642 OR APPROVED EQUAL W/ CONCEALED PICK HOLES.
2. EASEMENTS ON PLAN VIEWS ARE SHOWN FOR REFERENCE ONLY
AND DO 140T NECESSARILY DEPICT ACTUAL RECORDED INFORMATION.
SEE RECORDED PLAT FOR EXACT INFORMATION.
3. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AS -BUILT
DRAWINGS TO THE ACCEPTING AGENCY TO CERTIFY THE SLOPE do
ELEVATION OF SANITARY SEWERS, SEWERS INSTALLED AT A GRADE
LESS THAN REQUIRED BY THE AGENCY WILL NOT BE ACCEPTED. THE
CONTRACTOR SHALL PROVIDE FOR PERIODIC AS -BUILT CHECKS ON THE
SEWER DURING CONSTRUCTION TO ASSURE THAT THE DESIGN GRADE IS
BEING MAINTAINED.
4. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS
FOR EXCAVATION; FINAL RULE 29 CFR PART 1926, SUBPART 'P' APPLIES
TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH.
5. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH
REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED
PROFESSIONAL ENGINEER.
6. AFTER nNISHED GPADE HAS BEEN ESTABLISHED ON THIS PROJECT IT SHALL
BE THE CONTRACTCRS RESPONSIEIILITY TO ADJIUST THE CASTING
ELEVATIONS SO THAT THE TOP OF CASTINGS ARE 0.3' ABOVE FINISHI=D GRADE.
IT 1S THE CONTRACTORS RESPONSIBILITY TO COMPLY WITH THE ABOVE STATED
REQUIREMENTS.
289
1+53
OF 6'
290
2+73
\ /78'OF6'
2+70
13' OF 6'
266
STA. 3+28
MANHOLE
STR.# 509
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PROFILE TWO
291
/-0+58
76' OF 6'
292
/-2+30
78' OF 6'
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0+55
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3' 6'
267
1+75 ct
13' OF 6' \ -?0 $4 U
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268
2+95 J
13' OF 6'
269
STA. 6+82
MANHOLE
STIR. # 510
293
0+47
78' OF 6'
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0+50
26' OF 6'
270
T.C.=779.2
296
STA. 13+64
MANHOLE 0+43
STR # 514 78' OF 6' 1
r'
295
2+82 -�
91' OF 6"
294 \y
1+63 /
78' OF 6' /
278
r- 26' OF 6'
"5'
277
w `0+40
13' OF 6'
! 276
I 20' 1+05
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STA. 12+66
/MANHOLE
STR.# 513
0+00 PLAN TWO, THIS SHT.
4 � 2+e5
13' OF 6'
/ a 273
PLAN ONE
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1
1+65
/ UT OF 6'
272
- 0+53
26' OF 6'
271
STA.++82
MANHOLE
STR.# 511
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0+75
26' OF 6'
274
�- 26' OF 6'
275
STA. 1+32
MANHOLE
STR.# 515
PLAN TWO
STA. 11+12 STR.# 513 & STR.# 515
MANHOLE
STR.# 512
DON'T EL
DIG
BLIND
4
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, monholes,inlets,volves, do
marks made 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 kLL CONSTRUCTION.
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