HomeMy WebLinkAbout2.8 Sanitary Sewer Plan & ProfilesSta. 0+00
Exist. STR #B413
Rim: 900.67 ft
i R m: 902.70
Invert: 892.80
0
ft
ft
Rim: 901.35 ft
Invert In: 891.21
Invert Out: 891
ft
11 ft
UST 202
Ri 901.50 ft
Inv rt: 892.08 ft
Invert: 889 13 ft
ta. 0+00
xist. Str #B440
41A.
.1.
nvert: 891.19 ft
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EXISTING STU: 0 0 0 0
Up Invert: 890.66 ft 0 0
Dn Invert: 891.p_, ft 0000000000
Len•th: 53 01
0 0 0 0
0 0
0 0
0 0 0 0
00
7," PV C SDR 35 0.4
L
r,0 0 0 0 0 0 n 0,0,_,0
SDR 35 0.45%
Invert: 891.55
ft
I Size: 8 inch
99 If of 8" PVC
L
1 nveft:
i
i R m: 902.70
Invert: 892.80
0
ft
ft
ta. 0+00
xist. Str #B440
41A.
.1.
nvert: 891.19 ft
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XISTING STUB
t a -8-91-r5-5 ft
0 0 0 0 0 0 0 0 Q 0 0 0 @.0. 0 45 0 0 0000000000
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PVC SDR 35
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Invert: 891.55
ft
At At
8
892.80
F.F.E.=903.25
PROPOSED 5' SIDEWALK
6"W
"PVC 00.45
Ers
BLDG. 1
F.F.E.=903.25
F.F.E.=903.90 1
[MI
901.90
Lim I
21"ST
21 "ST
902.20
F.F.E.=903.90
DEVELOPMENT
INFORMATION
SIGN
AP
LO
SAN
CONNECT TO
EXISTING STUB
EXISTING VALLEY
GUTTER FOR
FUTURE ENTRANCE
F.F.E.=903.10
ULVt_LUI
INFORM TION
MAIL
03
0+00
P1 P1
Cr)
CO
03
rr
0+50
1+00
0 15 30 45 60
MIN IMO
MIN =11111 111111111111111111111111111111
HORIZONTAL SCALE: 1"=30'
_L
1+50
Sta. 1+52
HORIZONTAL SCALE: 1"=30'
0 15 30 45 60
NOM MIMI
MIN 1111111111111=11
II 3 6
VERTICAL SCALE: 1"=3'
2+00
TRADD STREET
2+50
Sta. 3+45
3+00
904.00
902.00
900.00
898.00
896.00
894.00
892.00
890.00
888.00
3+50
4/IL
ER/FOR
ENTRANCE
3+50
BLDG. 16)
F.F.E.=903.10
Sta. 2+78
R E L
STREET
3+00
2+50
2+00
1+50
R NV I I,E; SIREET
NI V FRS ITY
1+00
RESCENT
0+50
RIM: TC 89.13
1E: S 89 .88
0+00
Al
1111:1 [8'
IN 4
02-1-40
RIM: Ti
IE:
1E:
904.00
902.00
900.00
898.00
896.00
894.00
892.00
890.00
888.00
SANITARY SEWER PLAN and PROFILE NOTES
1. ALL STRUCTURES SHALL HAVE CASTINGS, JOINTS, LIFT RINGS, STEPS AND PIPE CONNECTIONS WELL
GROUTED, TROWELED SMOOTH AND BRUSH FINISHED.
2. ALL STRUCTURES SHALL HAVE POURED FLOW LINES AND BENCH WALLS. THE FLOW LINES AND
BENCHWALLS SHALL BE TROWELED SMOOTH AND BRUSH FINISHED.
3. FIELD ADJUSTMENTS OF RIM ELEVATIONS OF STRUCTURES MAY BE REQUIRED TO MEET FIELD
CONDITIONS. MAXIMUM HEIGHT OF ADJUSTING RINGS SHALL NOT EXCEED 12 INCHES.
4. ALL SANITARY MANHOLE CASTINGS SHALL BE: NEENAH R-1712--B-SP OR EQUAL WITH CONCEALED
PICK HOLES.
5. FULL DEPTH GRANULAR BACKFILL SHALL BE REQUIRED UNDER AND WITHIN FIVE (5) FEET OF ALL
PAVED AREAS, INCLUDING CURBS, EDGE OF PAVEMENT, AND SIDEWALKS.
6. PIPES LENGTHS SHOWN ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE.
7. THE CONNECTION OF THE PROPOSED SANITARY SEWER TO AN EXISTING BRICK STRUCTURE MUST BE
DONE ACCORDING TO THE FOLLOWING CONDITIONS:
A.) REHABILITATE AND COAT THE ENTIRE INTERIOR OF THE MANHOLE WITH NON-SHRINK GROUT.
B.) AT THE POINT OF CONNECTION OF THE PROPOSED PIPE, PLACE A THREE FOOT (3') DIAMETER
BY A MINIMUM SIX INCH (6") THICK, 4,000 PSI CONCRETE COLLAR WITH 4x4x10 GUAGE WIRE MESH
OVER THE EXTERIIOR OF THE MANHOLE.
C.) ONCE THE CORE HAS BEEN MADE, INSTALL A RUBBER BOOT. SHOULD THE INTEGRITY OF THE
MANHOLE BE COMPROMISED, THE ENTIRE STRUCTURE MUST BE REPLACED WITH A STANDARD
MANHOLE STRUCTURE IN ACCORDANCE WITH THE IANAPOUS SANITARY SEWER DISTRICT STANDARDS,
MAY 1989, AND ITS ADDENDUMS.
8. ALL SANITARY MANHOLES INSTALLED UNDER THIS CONTRACT SHALL BE AIR TESTED FOR LEAKAGE IN
ACCORDANCE WITH ASTM C1244-93, STANDARD TEST METHOD FOR CONCRETE SEWER MANHOLES BY
THE NEGATIVE AIR PRESSURE (VACUUM) TEST.
9. DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE SANITARY SEWER PIPE INSTALLED UNDER
THIS CONTRACT AFTER FINAL BACKFILL HAS BEEN IN-PLACE AT LEAST 30 DAYS IN ACCORDANCE
WITH THE SPECIFICATIONS.
10. ALL SANITARY SEWERS INSTALLED UNDER THIS CONTRACT ARE REQUIRED TO PASS A LOW PRESSURE
AIR TEST CONDUCTED ACCORDING TO ASTM 1417-92.
805
800
DATUM
4BENCHMARK DATA
PROJECT BENCHMARK:
USGS BENCHMARK
CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT
EAST SIDE HOOVER RD. +/-100' SOUTH
OF CLARIDGE FARM ENTRANCE.
ELEVATION 893.39
"HOLEY MOLEY SAYS CALL
AT LEAST TWO FULL
WORKING DAYS BEFORE
YOU DIG IT'S THE LAW
PROFILE LEGEND
EXISTING
GROUND
EXITING
GROUND
PROPOSED
r z 4- GRADE
2+00 4- STATIONING
GRANULAR BACKFILL
SEE NOTE 5
PROPOSE
GRADE
805
800
SITE BENCHMARK:
REBAR WITH PLASTIC CAP AT NORTHEAST MOST CORNER
OF BLOCK A OF VILLAGE OF WEST CLAY SECTION 3004
VILLAGE CENTER AT SOUTHWEST CORNER INTERSECTION OF
UNIVERSITY CRESCENT AND ACADEMY LANE.
ELEVATION 902.15
1
CALL TOLL FREE
1
FOR CALLS OUTSIDE OF INDIANA
LD
No.
PE19500055
I)
STATE OF
5
N
7 AL
iiii
Itt i/i
DA TE:
12-03-2001
SCALE:
AS NOTED
SHEET No.
28