HomeMy WebLinkAboutpg. 08 DetailsPIPE SIZE
8" 15"
18" OVER
BEDDING BELOW THE
PIPE BARREL
O.D. /4
MIN. 6"
O.D. /4
MAX. 8"
OUTSIDE FACE AREA NOT LESS THAN
VALUES GIVEN IN TABLE FOR 22 1/2'
11 1/4* BENDS.
3/4'x18'
ANCHOR BOLTS
(4 REO
PLAN
2 SIIR IRON AN THICK
5' DIAM. WASHER, 1' 1MICK
ANCHOR BLOCK TO BE OF
CLASS "B' CONCRETE
DOWNWARD BEND
CAST STONE CAP
4" STANARD BRICK FACE
WITH 8" STANDARD CONCRETE
BLOCK BEHIND BRICK,
CAST STONE BASE
STEEL BRACE TOP AND
BOTTOM
PLAN.
OUTSIDE FACE AREA NOT LESS THAN
VALUES GIVEN IN TABLE FOR 90'
45 BENDS.
TSIDE FACE AREA AS NOTED
IN TABLE.
SEC11ON "C—C"
NOTE:
ALL CONCRETE BLOCKING TO CONSIST OF CLASS 'B' CONCRETE POURED AGAINST FIRM GROUND.
OUTSIDE FACE AREA NOT LESS THAN
VALUES GIVEN IN TABLE FOR TEES
WYES
FOR PLUGS.
ELItt
TAI
SECTION "D —D"
BLOCKING FOR PLUGS BENDS
ZE
2O
16"
12*
10"
8"
6
4"
JTSAE FACE AREA
PLUG
16
12
7
4
3
2
2
91r BEND
25
16
9
7
5
3
3
45' BEND
14
9
5
4
3
2
2
',SO. FT•
221
7
5
3
2
2
11 1 f4'
4
3
2
BLOCKING FOR TEES WYES
SIZE of
RUN
20"
OR
16"
12"
LESS
LESS
e R ANCH
16;
1?�
1'
GUTSIOE FACE
AREA (50. FT.)
12
7
7
6
4
2
2
DETAIL CONCRETE BLOCKING
II
I I
'D
CAST STONE CAP
4 TOP OF BLOCK
108.00'
8" STANDARD FACE
BLOCK
BARS 0 24" O.C.
GROUT CORES FULL
4" BRICK FACE
6" CONCRETE SLAB W/
FIBERMESH ON 6" COMP.
GRANULAR FILL
(SEE SITE PLAN FOR
EXTENT OF CONC. SLAB)
4, FLOOR ELEVATION
100.00'
#5 BAR TOP AND BOT.
e l k BOTTOM OF FOOTING
2X6 REDWOOD PLANK GATE W/II2 97.33'
STRAP HINGES AND LATCHING WALL SECTION
HANDLE. PAINT TO MATCH BUILDING
FIELD COLOR
f FRONT ELEVATION
DUMPSTER ENCLOSURE DETAIL
MI
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1 1 1 I 1 1 1 1 1 1
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NM IN MI MIN IUM
1
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SIDE ELEVATION
CAST STONE TOP
4" STANARD BRICK FACE
WITH 8" STANDARD CONCRETE
BLOCK BEHIND BRICK.
CAST STONE BASE
R/W
451 BEND
SERVICE WYE
6" HOUSE
LATERAL
PLAN
451 BEND
BEDDING MATERIAL
(SEE BEDDING DETAIL)
MAIN SEWER LINE
6" HOUSE
LATERAL
No.
1
2
R/
SERVICE CONNECTION FOR SHALLOW SEWERS
(Less Than 15' Deep)
Date
3/3
5/12/04
Added Notes
Revision
Revised Enclosure per CPC
CONNECT TO EXISTING
SERVICE, OR CAP OR
PLUG FOR FUTURE
CONNECTION.
R/W
301 451 (UNLESS
OTHERWISE DIRECTED)
City of Carmel,
Design By
MFH
1" C.I. LOCATOR ROD OR MAGNETIC
TAPE INSTALLED PER SECTION 7.2 -C
1 OR 2 451 BENDS
ELEVATION
BACK OF
CURB
BEDDING MATERIAL
(SEE BEDDING DETAIL)
6" HOUSE
LATERAL
MAIN SEWER LINE
N.T.S.
Drawn By
MFH
PAVEMENT
Clay Township,
PLAN VIEW
CURB TAPER
DETAILS
ELEVATION
NOTES:
1. NORMAL LATERAL SLOPE IS 1 (4" PER FOOT,
MINIMUM LATERAL SLOPE IS 1/8 PER FOOT.
2. MINIMUM COVER IS 4 FEET OVER PIPE.
24"
UNDISTURBED SOIL
Hamilton County, Indiana
Checked By
AES
CRUSHED STONE or
FRACTURED FACE AGGREGATE
HAND TAMPED or WALKED IN
TO 1/2 O.D. +12 PER SPECS.
(BELOW THE BELL)
ft
NATIONAL CITY BANK WESTON PARK
Approved By
AES
MINIMUM
1.25 O.D. 12
NO SCALE
18" R
FLEXIBLE PIPE BEDDING DETAIL
(PVC HDPE Pipe)
SIGN
r
..i WALK
a a
X 40.'4 :7 SLOPE
12' -0"
NO SCALE
falcon
ENGINEERING, INC.
13110 Promise Rood, Noblesville, IN 46060
Phone: (317) 841 -3141 Fax: (317) 841 -9951
CRUSHED STONE or
#8 FRACTURED FACE AGGREGATE
HAND TAMPED or WALKED IN TO
1/2" 0.D., PER SPECS.
0
(BELOW THE BARREL)
#8 CRUSHED STONE or
8 FRACTURED FACE AGGREGATE,
BELL HOLE EXCAVATED.
SIGN
CONCRETE
LCHAIR
12' -0"
HANDICAPPED PARKING
SPACE DETAIL
NOTE: ALL STRIPES TO
BE 4" PAINTED WHITE
ENLARGED
HANDICAP PARKING
SYMBOL DETAIL
V 111111111ii iii
No.
880573
STATE OF
%S/ON Al 05/12/04
x/11 111111 1
Date February 16, 2004
Job No.
Scale
Sheet N
135.0
1" 20'
8 OF 11