HomeMy WebLinkAboutBP1-C1.70 General Detailswillia ec ts, ltd.
‘b,
Schneider
THE SCHNEIDER CORPORATION
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216 -1037
Telephone: 317.826.7100
Fax: 317.826.7200
www, schneidercorp. corn
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No.10100357
O STATE OF
ti�oD1 A
1111\ 1 /1
11 1 A
w
DATE: 8/20/04
THIS DRAWING AND THE IDEAS, DESIGNS
AND CONCEPTS CONTAINED HEREIN ARE
THE EXCLUSIVE INTELLECTUAL PROPERTY
OF THE SCHNEIDER CORPORATION, AND
ARE NOT TO BE USED OR REPRODUCED,
IN WHOLE OR IN PART, WITHOUT THE
WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION
COPYRIGHTED BY THE SCHNEIDER CORP.
A
C
D*
E
K
R
R
APPROX.
WEIGHT
12"
2"
5"
4' -3"
iirl
GRAPHIC NORTH
2' -0"
1.3
10 1/8"
9"
800
15"
2 1/4"
v 0 7
L_ c
1 W 5N
4' -0"
6' -3"
2' -6"
GENERAL
DETAILS
12 1/2"
11
1,100
B PI-
C1.70
TSC JOB NO.: 2722.002
2 1/2"
11"
DIMENSIONS OF CONCRETE
END SECTIONS FOR ROUND PIPE
DIA
T
(MIN)
A
C
D*
E
K
R
R
APPROX.
WEIGHT
12"
2"
5"
4' -3"
6' -2"
2' -0"
1.3
10 1/8"
9"
800
15"
2 1/4"
7"
4' -0"
6' -3"
2' -6"
1.5
12 1/2"
11
1,100
18"
2 1/2"
11"
4' -1"
6' 2"
3' -0"
1.8
15 1/2"
12"
1,300
21"
2 3/4"
11"
3' -6"
6' -3"
3' -6"
2.1
16 1/8"
13"
1,500
24"
3"
1' -0"
2' -8"
6' -3"
4' -0"
2.3
16 3/16"
14"
1,800
27"
3 1/4"
1' -1"
2' -5"
6' -3"
4' 6"
2.6
18 1/2"
14 1/2"
2,100
30"
3 1/2"
1' -2"
1' -10"
6' -3"
5' -0"
2.9
18 3/16"
15"
2,400
33"
3 3/4"
1' -3"
3' -6"
8' -3"
5' -6"
3.1
18 1/2"
17 1/2"
4,100
36"
4"
1' -5"
3' -1"
8' -3"
6' -0"
3.4
23 3/4"
20"
4,200
48"
5"
2 -0"
2' -2"
8' -2"
7' -0"
28 1/8"
22"
6,500
TOLERANCE 1'
PIPE
DEPTH
MINIMUM SIZE STRUCTURE
STEPS REQUIRED
15" or less
0
3'
2' x 2' Box
No
15" to 24"
0
3'
3' x 3' Box
No
All Pipes
3'
Deeper
Manhole
Yes
24" Greater
All
Depths
Manhole
Yes
MANHOLE SIZE
PIPE
PIPE TURNS
96"
48'
GREATER THAN 45' TO 90'
96'
54 -66'
UP TO 60'
84'
42'
GREATER THAN 45' TO 90'
84'
48'
UP TO 45'
72'
42 -48"
UP TO 45'
60'
33' -36'
STRAIGHT THRU
60'
24 -33'
GREATER THAN 45' TO 90'
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE
IN THE PUBLIC R/W
TYPICAL PAVEMENT SECTION (MONON TRAIL REPLACEMENT
TYPICAL SEWER TRENCH
SECTION
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE
IN THE PUBLIC R/W
"B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95%
STANDARD PROCTOR
DENSITY
SANITARY SEWER TRENCH DETAILS 12
GREATER THAN 5'
#8 CRUSHED STONE OR
APPROVED EQUIV.
CLASS I BEDDING MATERIAL
HAND TAMPED OR WALKED
INTO PLACE
GRASS AREA
THE CONTRACTOR SHALL BE AWARE THAT IF THE TOP OF
THE TRENCH IS WITHIN 5' OF THE PROPOSED FUTURE BACK
OF CURB. THAT GRANULAR BACKFILL (NO. 53 AGGREGATE)
SHALL BE PLACED IN THE EXCAVATION AND COMPACTED
TO 95% MODIFIED PROCTOR. AT 6" MAX. LIFTS.
WIDTH VARIES BASED ON THE TYPE OF PIPE MATERIAL
DEPTH OF COVER. CONSULT THE PROJECT ENGINEER IF THE
6" CLEARANCE ON EACH SIDE OF THE PIPE IS NOT SUFFICIENT.
THE EXCAVATION OF THE TRENCH SIDE SLOPES SHALL BE IN
ACCORDANCE WITH I.O.S.H.A. REGULATIONS.
IN THE EVENT THAT A SOFT AREA IS ENCOUNTERED OR THE
BOTTOM OF THE TRENCH IS OVER DUG. THE TRENCH BOTTOM
WILL BE REFILLED WITH NO. 8 COMPACTED AGGREGATE
BEFORE THE PIPE IS LAID IN PLACE.
THIS TRENCH DETAIL IS TO BE USED FOR ALL TYPES OF
SANITARY SEWER PIPE MATERIAL INCLUDING P.V.C., (SDR -35)
AND P.V.C. TRUSS PIPE.
'8' BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95%
STANDARD PROCTOR
DENSITY
BEDDING FOR PIPE AS FOLLOWS:
FLEXIBLE PIPE D -2321 CLASS 1, 2, 3
RIGID PIPE ASTM C -12 CLASS A, B, OR C
5' OR LESS
#8 CRUSHED STONE OR
APPROVED EQUIV.
CLASS I BEDDING MATERIAL
HAND TAMPED OR WALKED
INTO PLACE
PREPARED SUBGRADE PER INDOT No. 207
TRENCH SIDE SLOPES OR
TRENCH BOX EXCAVATION IN
ACCORDANCE WITH I.O.S.H.A.
REGULATION
NO. 8 CRUSHED STONE
WITHIN 5' OF EDGE OF PAVEMENT
NOTE:
ALL BEDDING INITIAL BACKFILL
SHALL BE INSTALLED IN 6"
TO 12" BALANCED LIFTS
A MINIMUM 9" OF CLEARANCE SHALL
BE PROVIDED ON EACH SIDE OF
THE INSTALLED PIPE
NOTE:
ALL BEDDING INITIAL BACKFILL
SHALL BE INSTALLED IN 6"
TO 12" BALANCED LIFTS
TRENCH DETAIL
PLASTIC PIPE (PVC HDPE)
C.A.M. 500 -03
MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH
REGULAR BACKFILL
GREATER THAN 5' FROM EDGE OF PAVEMENT
A MINIMUM 9" OF CLEARANCE SHALL
BE PROVIDED ON EACH SIDE OF
THE INSTALLED PIPE
TRENCH DETAIL
PLASTIC PIPE (PVC HDPE)
C.A.M. 500 -04
1 1/2" H.A.C. 9.5 MM SURFACE COURSE
3" H.A.C. 12.5 MM INTERMEDIATE MIXURE
8" #53 CRUSHED STONE
MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH
MIN. 12"
MINI. 12"
LEGEND
Bc OUTSIDE DIAMETER
D INSIDE DIAMETER
d DEPTH OF BODING
MATERIAL BELOW PIPE
LEGEND
Bc OUTSIDE DIAMETER
D INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BELOW PIPE
PATCH WITH TYPICAL
PAVEMENT SECTION.
SEE DETAIL
TYPICAL SEWER TRENCH
SECTION UNDER PAVEMENT
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE
IN THE PUBLIC R/W
DEPTH OF BEDDING
MATERIAL BELOW PIPE
D
27" SMALLER
30" TO 60"
66" LARGER
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE
IN THE PUBLIC R/W
DEPTH OF BEDDING
MATERIAL BELOW PIPE
D
27" SMALLER
30" TO 60"
66" LARGER
REGULAR BACKFILL
"B' BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95%
STANDARD PROCTOR
DENSITY
3"
4"
6'
GREATER THAN 5'
(d) MIN.
3"
4"
6"
APPROX. 90'
1 dD, 111,
NOTE:
"B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95%
STANDARD PROCTOR
DENSITY
3'
FROM
BUIL DING
(c
5' OR LESS
FINISH GRADE
ALL BODING INITIAL BACKFILL SHALL BE INSTALLED IN 6"
TO 12" BALANCED LIFTS
A MINIMUM 4" DIA PIPE CLEANOUT
SHALL BE INSTALLED WITHIN THREE
(3) FEET OF OUTSIDE BUILDING WALL
A PLUG SPECIFIED BY THE PIPE
MANUFACTURER SHALL BE USED TO
ENSURE 100% WATERTIGHTNESS.
1/8 BEND
111, Dr,
MIN. FALL
1/4"/FT
BELL HOLES SHALL BE
PROVIDED UNDER PIPE
MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH
GREATER THAN 5' FROM EDGE OF PAVEMENT
A MINIMUM 9" OF CLEARANCE SHALL
BE PROVIDED ON EACH SIDE OF
THE INSTALLED PIPE
TRENCH DETAIL
REINFORCED CONCRETE PIPE (RCP)
C.A.M. 500 -06
1/6 Bc
MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH IF NOT
UNDER PAVEMENT
WITHIN 5' OF EDGE OF PAVEMENT
NOTE:
ALL BEDDING INITIAL BACKFILL
SHALL BE INSTALLED IN 6"
TO 12" BALANCED LIFTS
A MINIMUM 9" OF CLEARANCE SHALL
BE PROVIDED ON EACH SIDE OF
THE INSTALLED PIPE
SANITARY SEWER LATERAL
LEGEND
Bc OUTSIDE DIAMETER
D INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BELOW PIPE
TRENCH DETAIL
REINFORCED CONCRETE PIPE (RCP)
C.A.M. 500 -05
TRUNK LINE
LATERAL MIN.
SIZE 6"
1/8 BEND
30'
LESS THAN 15' DEEP
(FIGURE 7 -4)
CLEANOUT PLUG
6" PIPE
LONG RADIUS
CONCRETE ENCASED
SPRING LINE
OF PIPE
TYPICAL CLEANOUT DETAIL
•Ii1V'I =II
I
111
I 111II =II=mI1=0:
PLAN VIEW
COMPACTION OF GRANULAR BACKFILL
IS CRITICAL UNDER WYE AND BEND.
IF PROPER COMPACTION CANNOT BE
ACHIEVED, PLACE A MIN. OF 6" OF
CLASS B CONCRETE AROUND 1/8
BEND.
SERVICE WYE
i'll ii ii�ll`II
0
unpv "Ai
LEGEND
BC OUTSIDE DIAMETER
D INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BELOW PIPE
CONNECT TO EXISTING SERVICE
OR PLUG FOR FUTURE SERVICE.
PLUG SHALL BE ABLE TO PASS
AIR PRESSURE TEST REQUIRED
FOR SEWER MAIN.
BLDG LATERAL
MIN SIZE =4"
Ill, 111
1" C.I. LOCATOR ROD
OR MAGNETIC TAPE
INSTALLED PER
SECTION 7.02 —C.
RIGHT —OF —WAY LINE
ELEVATION
SERVICE CONNECTION FOR SHALLOW SEWERS
BISMATIC COATING
OVER RISERS
BUTYL RUBBER COATING
AS PER SPECIFICATION
H
H-
FINISH GRADE
CAST IN PLACE
OR PRECAST
4
.i G....R R..�.� V1 a
"o.o 0.0 O.. 0.0"0.0 0•0"0•o
o°
o o. o o
4' -0" MIN. MANHOLE BASE FOR PRECAST
FLOW CHANNEL DETAIL
Grooved end on outlet end
tongue end on
inlet end
MANHOLE STEPS
4' -0" DIA.
6' -0" DIA. FOR CAST IN PLACE
Groove (or tongue) to
be the some as on standard
reinforced concrete pipe
ASTM designation C76 I A
CLASS 'A' CONCRETE
LONGITUDINAL SECTION
NEENAH R -1642 W /SELF
SEALING LID (OR EQUAL)
PRECAST CONC.
RINGS
TAPERED CONE
SECTION
4
n
FILL WITH
CONCRETE
4 12" EA. WAY
6" MIN. STONE REQUIRED
UNDER MANHOLE BASE
FOR LEVELING AND SUPPORT
SECTION A —A
SANITARY MANHOLE DETAIL
SANITARY SEWER
BENCH SLOPE= 1/2" PER FOOT
7
1.
PIPE
CULVERT
COMPUTED LENGTH OF CULVERT
END SECTION
LENGTH (D)
SLOPE DETAIL
PAY LENGTH
OF CULVERT
1
1 1/2"r
CLAY TOWNSHIP
HOOK
BOLTS
"InfiSheild Uniband" TO BE PLACED
AROUND THE RISER RINGS BETWEEN
THE CONE AND THE CASTING.
PLAN
SECTION Y —Y
12 "C to C
MAX.SPACING
N
CLASS 'A'_
CONCRETE
E +2T
SECTION A —A
CONCRETE PIPE TOE ANCHOR
PRECAST CONCRETE END SECTION
RIP RAP TO BE PLACED
ON SIDE SLOPE WHEN
CALLED FOR ON PLANS
1 1/2"r
N i= a =n =ic
GRADE
T.C.
STANDARD REINFORCED CONC. BASE
BEEHIVE INLET
NO SCALE
BOTTOM OF TRENCH
2500 psi CONCRETE
BEEHIVE INLET
NEENAH TYPE CASTING
No. R -4342
Steps shall be at 8" 0.0. with first step 18" below top of casting.
X
CONCRETE CRADLE
8' BASE
"SELF SEALING'
APPLICATION
ASPHALTIC MASTIC OR
BUTYL RU ER SEAL
BETWEEN JOINTS.
FULL HEIGHT
MANHOLE STEPS AS
SPECIFIED.
0—RING GASKET
ASPHALTIC MASTIC OR
BUTYL RUBBER SEAL AT
JOINTS.
BENCH WALLS AT MIN.
1/2' PER FOOT SLOPE
#4 REBAR
t
Perspective View —earth cut away
To be used when clear distance between pipes
is 18" or less, or where noted on the drawings.
NEENAH R- 1077 —A COVER NTH
NEENAN R- 1712 —B FRAME WITH
SELF SEALING APPUCATON OR
APPROVED EQUAL
PRECAST CONCRETE ADJUSTER
RINGS IF NEEDED (4 MAX.)
MANHOLE STEPS SHALL BE MADE FROM A STEEL REINFORCING
ROD ENCAPSULATED IN A COPOLYMER POLYPROPYLENE RESIN.
THE MANHOLE STEPS SHALL EQUAL OR EXCEED OSHA
REQUIREMENTS. MANHOLE STEPS, MANUFACTURED BY M.A.
INDUSTRIES, INC., PS -1 —FE, CLAY BAILEY MFG. CO., OR
EQUAL ARE ACCEPTABLE.
6" SSD UNDERDRAIN
r 8" MIN.
ECCENTRIC CONE OR REDUCER CAP
AS REQUIRED BY SITE CONDITIONS.
CONE TOP TO MATCH ADJUSTING
RING PROFILE
NOTE:
MANHOLE CONFORMS TO
ASTM C -478
JOINTS CONFORM TO
ASTM C -443
5" MIN.
fi
RECAST CONCRETE SECTIONS
PREFORMED HOLE TO
MAX. OF PIPE O.D. +6'
W/ NON— SHRINK CEMENT
GROUNT
#4 REBARS 0 12' Q.C.
EACH WAY (STEEL MESH
AREA =0.12 SQ. IN./SQ.
FT. OR APPROVED
EQUAL)
MANHOLE BASE SET ON
6' OF X18 OR #2 STONE
PRECAST REINFORCED CONCRETE MANHOLE
8 MIN. CONCRETE APRON
BEEHIVE INLET
NEENAH TYPE CASTING
No. R -4342