HomeMy WebLinkAbout03100016 Tom Wood Subaru Construction Drawings pg. 07PIPE SIZE
8" 15"
18" OVER
BEDDING BELOW THE
PIPE BARREL
OA. /4
MIN. 6
O.D. /4
MAX. 8
CONSTRUCTION NOTES
1. Manholes or clean —out castings may need to be elevated after final
grading to insure drainage away from structures.
2. Sanitary sewer facilities, including mains and laterals, must maintain
five (5) feet of cover from the top to pipe to final grade. If adequate
cover cannot be maintained, then concrete capping must be installed when
cover is four (4) to five (5) feet. Concrete encasement must be
installed when cover is three (3) to four (4) feet Under no circumstances
will final cover be permitted to be Tess than three (3) feet
3. Pavement or concrete, including driveways and sidewalks, must not be
constructed on or within one (1) foot horizantol distance of sanitary
sewer manhole costing.
4. Installation of the sanitary sewer facilities may not commence until grading
is such that a minimum of five (5) feet of cover can be maintained over oft
sanitary sewer infrastructure
5. At the inspector's discretion, a concrete cradle will be required for all
lateral /utility crossings,
6. Controctor shall install all offsite laterals with a minimum cover of six (6) feet
from the top of pipe to grade.
7. No trees, shrubbery or similar growths shah be planted« or allowed to grow,
directly over or within ten (10) feet horizontal di nCe measured from the
drip line of the planting to sanitary sewer mains, latercls building sewers or
manholes.
8. The toe of slope of earthen mounding shall not be placed within ten (10) feet
horizontal distance of sanitary sewer mains, laterals, building sewers or manholes.
9. Decorative walls shalt not be placed within ten (10) feet horizontal distance of
sanitary sewer mains, laterals, building sewers or manholes.
1" RADIUS
6"
NO SCALE
.l f[ I I l_I 11 III .1 11_ 1 1 _I
SCALE: 3/4 1' -0"
12" MINIMUM
CL. 1 MATERIAL (ASTM D -2321-
74, SEC. 6.1.1) j4 STONE COMP.
IN ACCORDANCE WITH ASTM D-
2321 -74 SEC. 9.1.1
PER ASTM D -2321 -74
D /6(MIN)
D/8,4 "(MIN)
WORK SUFFICIENT MATERIAL UNDER SPRING
LINE TO PROVIDE ADEQUATE SIDE SUPPORT.
TYPICAL BEDDING SECTION
FOR PVC SEWER LATERAL
ALSO APPLICABLE TO ABC TRUSS PIPE AND VITRIFIED
CLAY PIPE, CLASSES A,B, &C. (SPECIFICATION ASTM -12)
SLOPE 1 /4" 12"
VERIFY SEE SITE PLAN
BRUSHED FINISH SURFACE
7
4
4" CONC. SIDEWALK W /6X6 10/10
W.W. MESH.
4" MIN. GRANULAR FILL
COMBINED CURB WALK
r 4 r dr
Y ��I
1 1 �-^.�.���4 may-•
NOT TO SCALE
MULTI —USE ASPHALT PATH DETAIL
BACK OF
CURB
1.1
PAVEMENT
L
PLAN VIEW
ELEVA TION
CURB TAPER
N. T.S.
110 /SYD. BITUM. SURFACE
No. 11, LV
220# /SYD. BITUM. BINDER
No. 8, LV
5" COMPACTED AGGREGATE BASE,
TYPE 0, SIZE #53
24
COMPACTED SUBGRADE
1
18 _CRUSHED STONE or 18
FRACTURED FACE AGGREGATE
HAND TAMPED or WALKED IN
TO 1/2 O.D. +12" PER SPECS.
SERVICE WYE
(BELOW THE BELL)
451 BEND
6" HOUSE
LATERAL.
No. Date
1 12/29/02
FLEXIBLE PIPE BEDDING DETAIL
(PVC HOPE Pipe)
451 BEND
BEDDING MATERIAL
(SEE BEDDING DETAIL)
MAIN SEWER UNE
PLAN
6" HOUSE
LATERAL
Revision
Added Details per CED
E8 N CRUSHED STONE or
FRACTURED FACE AGGREGATE
D TAMPED or WALKED IN TO
1/2" O.D., PER SPECS.
(BELOW THE BARREL)
r8 E CRUSHED STONE or
FRACTURED FACE AGGREGATE,
LL HOLE EXCAVATED.
SERVICE CONNECTION FOR SHALLOW SEWERS
(Less Than 15' Deep)
INFI SHIELD UNIBAND
AROUND THE CASTING,
RISER RINGS AND CONE.
NOTE:
BUTYL RUBBER BASE EXTERIOR
TO BE PLACED 6" BELOW TO 6"
ABOVE EACH BARREL JOINT.
6" OR 8" PER
SECTION 5 -4E
Design BY
MFH
CONNECT TO EXISTING
SERVICE. OR CAP OR
PLUG FOR FUTURE
CONNECTION.
0 -RING GASKET BETWEEN
ALL RISER AND CONE
SECTIONS, PLUS 1/2"
EXTRUDABLE GASKET
KENT SEAL OR EQUAL
PLACE 1/2' DIAMETER
EXTRUDABLE PREFORMED
GASKET MATERIAL
KEYWAY (SEE DETAIL).
As
4
Drawn
MFH
NOMINAL 1/2" BUTYL RUBBER
BASE EXTRUDABLE PREFORMED
GASKET MATERIAL (TYPICAL)
SEE SPECS.
R/
O
OTHERWISE (UNLESS
24 DIA
5" MIN.
1" C.I. LOCATOR ROD OR MAGNETIC
TAPE INSTALLED PER SECTION 7.2 -C
PRECAST CONCRETE
ADJUSTING RING or
FLANGE OF CASTING.
RISER RING THICKNESS
4" 12'
OUTSIDE DIA. 34" or 36"
ADJUSTING RING
ELEVATION
Checked
AES
1 OR 2 451 BENDS
30 1
2" DIA.
BEDDING MATERIAL
(SEE BEDDING DETAIL)
6" HOUSE
LATERAL
MAIN SEWER UNE
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.
UNDISTURBED SOIL
FRAME COVER AS SPECIFIED
SEE SECTION 5 -4G
PRECAST CONCRETE ADJUSTER RINGS,
4" MIN. 12" MAX. SEE ADJUSTING
RING DETAIL FIGURE 5 -4A
\CCENTRIC CONE SECTION
NOTE;
MANHOLE CONFORMS TO ASTM C -478.
JOINT CONFORMS TO ASTM C -443.
MIN. 1/2" PER
FOOT SLOPE
PRECAST CONCRETE
SECTIONS
#4 DIA. 12" O.C. -B.W.
8" CRUSHED STONE
STANDARD MANHOLE FOR PIPE SIZES 8" thru 24" (Straight Thru)
DETALS
TOM WOOD SUBARU
City of Carmel, day Township Hamilton Courtly, Mena
Approved By
AES
2 CONCEALED
PICKHOLES 1
(N9204 -A OR CITY
APPROVED EQUAL
"SELF -SE .;NO"
&PPuCAT?ON
34" or 36'
DEPENDENT UPON O.D.
F RING SECTION IN USE
SECTION "A
3 4
2" LETTERS; RECESSED.
FLUSH WITH SURFACE
NEENAH R- 1077 -A COVER WITH
NEENAH R- 1712 -B -SP FRAME WITH
SELF SEALING APPLICATION OR
EQUAL PER SECTION 5.04 (0)
MACHINED BEARING
SURFACE
SANITARY SEWER MANHOLE FRAME COVER
STANDARD MANHOLE
SIGN
HANDICAPPED PARKING
SPACE DETAIL
NO SCALE
18" R
ENLARGED
HANDICAP PARKING
SYMBOL DETAIL
NO SCALE
falcon
ENGINEERING, INC.
NOTE: ALL STRIPES TO
BE 4" PAINTED WHITE
`111111 B/
rir �d••.,
No. s
w ,r
.o SATE OF /q
1 2/29/03
13110 Promise Rood, Noblesville, IN 46060 Sheet No. OF 10
Phone: (317) 841 -3141 Fox: (317) 841 -9951
Date October 13, 2003
Job No.
03 -15
Scale
N/A