HomeMy WebLinkAbout67-96.52MI
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0802 C802 WE & LATERAL CAPPING DUAL
SANITARY MANHOLE No. 10
1 PRECAST REiWORCED SANITARY
C802 CONCRETE MANHOLE TRETrCH DE
SANITARY SEWER LEGEND
,I, % %,AS UN
t
BLOCK "F"
S
FUTURE SECTION 0
BROOKS LANDING
SEC11ON FOUR
5
B02
HOLEY MOLEY SAYS
DON'T
DIG
BLIND"
1= 800482 -6644
CALL TOLL FREE
1 -800428 -4200
FOR CALLS OUTSIDE OF INDIANA
PER INDIANA STATE LAW IS-69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) NARKING
DAYS BEFORE COMMENCING WORK.
Li
SANITARY SEWER PLAN
* EXISTING
TC- 751.56
II
II
I 1
I I
I I
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I I
I I
EXISTING I
10" WEST do 8' EAST I I
INV- 741.09
I
I
TC- 753.10
INV- 741,19(SE)
* EXISTING TOP OF CASTING TO BE ADJUSTED
FOR FINAL GRADING k LANDSCAPING
TC- 751.30
EXIST. GRADE
NEW GRADE
36' RCP
INV- 743.1±
CONCRETE
` CRADDLE
INV- 741.47(N&SE) INV- 742.03
FU1
BRC
SE(
SCALE: 1"=50'
7
7
* EXISTING TC- 754.40
TC- 753.50 TC- 752.90-\ EXIST 7
j ----- -----
. GRADE
II --
II 7
I I GRANULAR _
I I GRANULAR
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EXISTING 8" PVC I 7
INV- 743.00(E&%N
INV- 746.15(NW) INV - 46.
4
I J INV- 744.90(SE) INV- 746.25(NE)
PROP. 8" PVC 7
INV- 743.10(NE)
7
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00.30% 188' of 10' PVC 0 0.30% 01.06% 132' of 8" PVC 0 0.45%
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TARP SEWER PROFILE
SCALE:
C7 "rA*�x� s e xs �t�
�� VER T.: 1 =5 CD
co
1 2 3 4 7
f 8 9 10 11 12 13 14 15
xx tb � � t �"�`a`�� �` } r� r '* "� ;,✓art; `,,���t � �� '« ;�,�e�. ,�,� y'�- 3z,,�y •b � `� y,�. r� �y, �� ���'
GENERAL NOTES:
1. ALL WYE, LAIERAL AND PROFILE STATIONS
ARE FROM THE NEAREST DOWNSTREAM MANHC
2. WOES AND LATERALS TO BE 6' PIPE UNLESS
OTHERWISE SPECIFIED.
3. ALL WYE CONNECTIONS SHALL HAVE A VIII'
OF FIVE FOOT LITERAL EXTENSION CONNECTLu .
1HE WYE, OR EXTEND TO THE UTILITY AND DRAINAGE
EASEMENT OF THE LOT, WHICHEVER IS GREATER, BUT
IN NO CASE SHOULD BE CLOSER THAW 5 TO
THE MUM LINE. THE END OF THE LAIER&
SHALL BE PLUGGED OR CAPPED, UNLESS OTHER
WSE NOTED.
4. LATERALS RUNNING TO THE OPPOSITE SIDE OF
STREET SHALL EXTEND TO THE UTILITY AND DRAINAGE
EASEMENT OF THE LOT, BUT IN NO CASE SHOULD BE
CLOSER THAN 5 TO THE BUILDING LINE; UNLESS
OTHER USE NOTED.
5. IT SHALL BE 1FE CONTRACTORS RESPONSIBNJTY
TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE
CONSTRUCTION BEGINS.
6. TEMPORARY TRAFFIC CONTROL DURING
CONSTRUCTION TO OONFORM TO APPLICABLE
LOCAL AND STATE STANDARDS.
7. ALL CONSTRUCTION ACTIVITY ON TITS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A.
STANDARDS FOR VORIS SAFETY.
& CONTRACTOR SHALL MNMAZE DAMAGE TO
EXISTING TREES.
L
4
J
BENCHMARK
TBM #1 H
USGS BENCHMARK
DISK STAMPED "95 REP* IN CONCRETE POST ±1' ABOVE GROUND
AT THE NW CORNER OF 131st do RIVER ROAD.
ELEVATION = 751.46
Revisions
D.T.R. 8 -20-96 REVISED PER T.A.C. COMMENTS