HomeMy WebLinkAbout098-95 SP Trails at Avian Glen Sec 9 & 10 Sanitary Sewer.1T.C.=776.3
TDAVISHOMES, L.L.C.
3755 EAST 82nd ST. SUITE 120 OFFICE 317-595-2900
INDIANAPOLIS, INDIANA 46240 FAX 317-595-2930
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,
REVISIONS
BE OTHER EXISTING UNDERGROUND UTILITIES
FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE
c� A ,�
1-800-382-5544
I VE GROUND EVIDENCE WAS
OR FOR WH0 /CTOLOCATIONS
0+03
—
CALL TOLL FREE
E.--
20 S do U_
—
—�``
13'OF 6'
T---
2 v2+84
--- ---
'+64
287
1+15 8 8
1
w R
26'OF6' 'e
!
13'OF6 '
13, OF 6' 1 '
I RW
rf
315 ! WHiPP00RW1LL
306 STA. 5+58
305
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T (.=777.0 T.C.=778.2 T.C.=779.8 T.C.=779.8 T.C.=780.8
r
T.C.=775.0 EXISTING GRADE (TYP.)
T.C.=774.0 _
I i
_ I t COHPACIED
.aiM" 1
BACKRL_ 1
COMPACTED I I (TMP)MWAAR
I
I BACWLa_
! r (TYP.) i
! } + f I 8' IN N W. 0 7( 5.89
I i f 1 t. 4
! 18' IN N.W 0 963.60
! ! 8' IN S.E. 0 763.17
I ! � � 406' OF 8' PVC 0 0.457.
� g
p O N V
0 -M• co
Nina
m . O
3 to Cl + '
Cm O�+ y
321
STA. 0+ 95
co
o,�
228' OF 8' PVC 0 0.45%
I DATUM 750 1
+00
3: GC
It
0
ly
235' OF 8' PVC 0 0.45%
5+00
6+OC
7+00
8+00
PROPOSED GRADE (TYP.)
t.. I
t 1
COMPACTS {
GRANULAR I
9M"KFL
t (1YP) I
� I
f 1 8' IN N.W. 0 767.82
7 I 368' OF 8' PVC 0 0.45%
L
Wq,I I
= 4 W I Z
z l..l
a �
1 DATUM 760
9+00 10+00 11+00 12+OC 13+00
PROFILE ONE
NOTES :
1. ALL SANITARY SEWER MANHOLE CASTINGS SHALL BE NEENAH
R-1642 OR APPROVED EQUAL */CONCEALED PICK HOLES.
2. EASEMENTS ON PLAN VIEWS ARE SHOWN FOR REFERENCE ONLY
AND DO NOT 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 &
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 SAFETr AND HEALTH ADMINISTRATION (OSHA) STANDARDS
STA. 0+00 FOR EXCAVATION; RNAL RULE 29 CFR PART 1926, SUBPART 'P' APPLIES
TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH.
MANHOLE I 5. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH
322
SIR. 501 REOURE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED
# PROFESSIONAL ENGINEER
= 2+96 PLAN ONE, SHT. C501 6. AFTER FINISHED GRADE HAS BEEN ESTABLISHED ON THIS PROJECT IT SHALL
BE THE CONTRACTORS RESPONSIBILITY TO ADJUST THE CASTING
\ ELEVATIONS SO THAT THE TOP OF CASTINGS ARE 0.3' ABOVE FINISHED GRADE.
\ IT IS THE CONTRACTORS RESPONSIBILITY TO COMPLY WITH THE ABOVE STATED
REQUIREMENTS.
\ 323 STA. 3+23
1+10 MANHOLE
IN, 65 OF 6 STR.# 503
\ GREBE
64 �` 324 WAY
0+06 325 326 327 328
78' OF 6' 2+81 I 3 0' 1
r- 1+18 0+481+67
78' OF 6' 78' OF 6" ► 78' OF 6' 78' OF 6-� 111 8 B
All
13
14+00
16+00
•
344
STA. 16+42 \
MANHOLE
STR.# 508 343 /
/
0+63 /
8' OF 6'
/ 26' OF 6'
STA, 15+ 22 / /
�
MANHOLE 335
STR.# 507 / / / 14C
3+13 y�h
78' OF 6' / / J4,• / 0+60
v% 13'OF6'
334
341
1+93
78' OF 6' / f•?ij � / 3+10
13' 3 3Wi
3 0
X O
STA. 11+54 340 ' / / \ �j cy-
MANHOLE (+73
STIR. # 506 78' OF 6, / �o<7
1+90 z
329 /r % 13'OF6' 0 Q
0+55 I OF 6' 78' � � / �• fi �� � / V CL
s - 332
4' r^
2
LLJ
MANHOLE�--
STR. # 502 1+07
0+00 PLAN ONE, SHT. C50P/ 26' OF 6' m o — S 43.49' w — f —
"' BOBWHITE LANE a j
288
o
ARE SPECULATIVE IN NATURE. THERE MAY ALSO
BE OTHER EXISTING UNDERGROUND UTILITIES
FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE
c� A ,�
1-800-382-5544
I VE GROUND EVIDENCE WAS
OR FOR WH0 /CTOLOCATIONS
0+03
—
CALL TOLL FREE
E.--
20 S do U_
—
—�``
13'OF 6'
T---
2 v2+84
--- ---
'+64
287
1+15 8 8
1
w R
26'OF6' 'e
!
13'OF6 '
13, OF 6' 1 '
I RW
rf
315 ! WHiPP00RW1LL
306 STA. 5+58
305
304 MEADOWLARK
MANHOLE
PLACE
WAY
STR.# 504
= 0+00 PLAN ONE, SHT.
C50?
PLAN ONE
PARK
& U.E
STA. 9+64
MANHOLE
STR.# 505
0+00 PLAN ONE, SHT. C504
ffi'�_
1+45
26' OF 6'
330
/ 0+70
/ 26' OF 6'
331
'Haft ►IafY• CAUTION:
DON'T
LOCATION OF ALL E)OST1NG UNDERGROUND
DIG \ U71LIPES SHOWN ON THIS PLAN ARE BASED
BLIND UPON ABOVE GROUND EVIDENCE. ( Including,
but not limited to, manhoiea,inlets.valves, &
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
c� A ,�
1-800-382-5544
I VE GROUND EVIDENCE WAS
OR FOR WH0 /CTOLOCATIONS
OBSERVED. ENEXACH
OF SAID
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.