HomeMy WebLinkAbout700 Misc. DetailsPRESSURE PIPE JOINT RESTRAINT TABLE
PRECAST CONCRETE END SECTION TABLE
BE RESTRAINED
BASE)
DIA.
WALL
G OR T
S
A
B
C
D
E
DIA. 1
R- 1
SKIRT
12
27'
2
1
1/2
530
4
24
48 7/8
72 7/8
24
13
10 1/16
3
1/2
15
2
1/4
19'
2
740
6
27
46
73
30
16
12 1/2
3
1/2
18
2
1/2
2
1/2
990
9
27
46
73
36
19
15 1/2
7'
4
21
2
1/4
2
1/4
1280
9
35
38
73
42
22
16 1/8
4
24
2
1/2
2
1/2
1520
9 1/2
43 1/2
30
73 1/2
48
25
16 11/16
4
1/2
27
2
1/2
2
1/2
1930
10 1/2
48
25 1/2
73 1/2
54
28
17 3/4
4
1/2
30
3
3
2190
12
54
19 3/4
73 3/4
60
31
18 5/16
5
33
3
3/8
3
3/8
3150
13 1/2
58 1/2
39 1/4
97 3/4
66
34
23 3/4
5
1/2
36
3
1/2
3
1/2
4100
15
63
34 3/4
97 3/4
72
37
24 1/16
5
1/2
42
3
3/4
3
3/4
5380
21
63
35
98
78
43
27 1/4
5
1/2
46
4
1/4
4
1/4
6550
24
72
26
98
84
49
28 1/8
5
3/4
54
4
3/4
4
3/4
8040
27
65
35
100
90
55
32 7/8
6
1/4
60
5
5
8750
30
60
39
99
96
61
36 3/4
6
3/4
66
5
1/2
5
1/2
10630
24
78
21
99
102
67
35 11/16
7
1/4
72
6
6
12520
34
78
21
99
108
73
38 5/8
7
3/4
78
6
1/2
6
1/2
14430
24
78
21
99
114
79
41 15/16
8
1/2
84
7
7
16350
24
78
21
99
120
85
44 13/16
9
PRESSURE PIPE JOINT RESTRAINT TABLE
LENGTH OF PIPE TO
BENC
BE RESTRAINED
BASE)
IN EACH DIRECTION FROM OF
ON 150 PSI TEST PRESSURE
Degree
of Bend
6"
8"
10"
12"
14"
16"
18"
20"
24"
30"
90', Tees
Plugs
27'
35'
42'
50'
58'
65'
73'
80'
95'
115'
45'
7'
9'
11'
13'
15'
17'
19'
21'
24'
29'
22Y2'
3'
4'
5'
6'
7'
8'
9'
10'
12'
14'
11Y'
2'
2'
3'
3'
4'
4'
4'
5'
6'
7'
PIPE INSIDE DIAMETER
27"
30" TO 60"
BEDDING BELOW THE
3"
4"
PIPE BELL, 'd'
(MIN. 4
(MAX. 8
PIPE INSIDE DIAMETER
27"
30" TO 60"
PIPE BELL, d QW THE
(MIN. 4
4"
(MAX.= 8
0)
a
o.
U
w
z
r)
L
a)
C
0m
a. -o
c
YX I
CO X U Q
LL1 Et LLJ /O -I
U (1) O N
ID CC NN
0 Q
w Z
Z F
C& 1_ Qz
F-
1.11
C)
w
(r) LL- mo
XD O L��
13"
i
NOTES:
1. INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR
SHAPE.
2. CURE ALL EXPOSED SUFACES.
3. CONTRACTION JOINTS SHALL BE TOOLED OR SAWN IN
CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF Yz
4. DAMPEN SUBGRADE BEFORE PLACING CONCRETE.
5. CONTROL JOINTS EVERY 5' MAXIMUM ON RADII OTHERWISE EVERY
10', MAXIMUM. EXPANSION JOINTS MAXIMUM EVERY 50'.
6. NO BACK ILLING OR COMPACTION MAY OCCUR 12' FROM CURB
UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE,
7. SHALL CONFORM TO CITY'S CONCRETE CURB POLICY IN ALL
RESPECTS.
MODIFIED ROLL CURB AND GUTTER
NOT TO SCALE
3" TOPSOIL OR
4" SIDEWALK
CONCRETE CURB AND GUTTER C1
NOT TO SCALE
NOTES:
1. CURE ALL EXPOSED SURFACES
2. CONTRACTION JOINT SHALL BE TOOLED OR SAWED IN
CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF Y2
3. DAMPEN SUBGRADE BEFORE PLACING CONCRETE.
4. CONTROL JOINTS EVERY 5' MINIMUM ON RADII OTHERWISE EVERY
10' MINIMUM.
5. NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB
UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE.
COMPACTED TO 95%
TYPICAL CONCRETE MODIFIED PROCTOR
PAVEMENT SECTION
NOT TO SCALE
TYPICAL ASPHALT
PAVEMENT SECTION
NOT TO SCALE
EROSION CONTROL BLANKET NORTH AMERICAN
GREEN (S -150 OR EQUAL) LOCATED AS
SHOWN ON EROSION CONTROL PLAN
PROPOSED GRADE
7" MIN. TO
FACE OF CURB
-Co in
NEAR EDGE OF
PAVEMENT GRADE
N
5" RADIUS
4 RADIUS
24"
i
14"
DRAINAGE SWALE 0
NO SCALE
1--•1 H 12"
STOP SIGN DETAIL O
NOT TO SCALE
7"
6" PCCP
6"
r
6" COMPACTED
AGGREGATE
NO. 53
1Y2" HMA
SURFACE, 9.5mm
2" HMA
INTERMEDIATE, 19.0mm
3" HMA BASE, 25.0mm
7" COMPACTED
AGGREGATED NO. 53
COMPACTED TO 95%
MODIFIED PROCTOR
1" SQUARE ALUM.
STREET AND TRAFFIC
CONTROL SURROUNDS.
TUBE WITH 1/8" FLAT
ALUM. BLACK POWDER
COATED BACK
NOTE:
1. CONTRACTOR SHAD VERIFY ALL
SIGN SIZE, FONT, AND FINISHES
WITH OWNER PRIOR TO ORDERING
ANY MATERIAL.
2. ALL SIGNAGE POSTS SHALL BE
BREAKAWAY TYPE.
CONCRETE PAVEMENT
Y2" PREFORMED JOINT FILLER
6
f 45'
24"
18"
r n
1 12 SLOPE TO MATCH ADJ
CLASS "A" CONCRETE
COMPACTED SUBGRADE
CONCRETE DRIVE WITH
COMBINED DEPRESSED CURB AND GUTTER
NOT TO SCALE
NOTES:
1. CURING COMPOUND SHALL BE PLACED ON ALL EXPOSED SURFACES,
INCLUDING SIDES, WHEN FORMS ARE REMOVED.
2. FACES MAY BE BATTERED TO FACILITATE SLIP FORMING.
3. DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE.
4. CONTROL JOINTS EVERY 5' MAXIMUM ON RADII OTHERWISE EVERY 10'
MAXIMUM WITH PREFORMED EXPANSION JOINT EVERY 50'
5. USE 6" MINIMUM THICKNESS CONCRETE FOR RESIDENTUAL DRIVES
6. USE 8" MINIMUM THICK CONCRETE FOR COMMERCIAL DPIVES
FOR LOCAL ROADS FACE OF CURB IS TO BE 6A"
ALL OTHER ROADS FACE OF CURB IS TO BE 7Yz"
PER SECTION 8.09 OF SUBDIVISION CONTROL ORDINANCE
48' BETWEEN EXPANSION JOINTS (MAX.)
1 4"
NOTE:
JOINTS SHALL BE CUT
WITH A JOINTER HAVING A
RADIUS OF 1/4" AND FILLED
WITH JOINT FILLER.
6' -0" MAXIMUM DISTANCE
OR WIDTH OF WALK IF LESS
THAN 6' -0" BETWEEN
TRANSVERSE JOINTS
3" f
SEE RAMP
GROOVES DETAILS
NOTES:
1. BROOM FINISH AND EDGED
2. CLASS 'A' CONCRETE
3. 6" DEPTH OF CONCRETE TO BE USED ACROSS DRIVES
4. IF AGGREGATE IS REQUIRED #53 STONE WILL BE USED AT A MINIMUM OF 4"
2
SIDEWAL
6 -0 n
PREPARED SUBGRADE COMPACTED IN ACCORDANCE
WITH SECTION 207.02 OF STANDARD INDOT SPECS.
CONCRETE SIDEWALK 0
NOT TO SCALE
Y" PREFORMED JOINT FILLER
12 1
6" CLASS 'A' CONC.
6" COMP. NO. 53 STONE
1
2
24" OF
TOOLED
RIBBING
RAMP CONSTRUCTION DETAIL
NOT TO SCALE
1"
1
2"
DETAIL OF RAMP GROOVES
NOT TO SCALE
Y" PREFORMED JOINT FILLER
1
0.3"
3 #4 EPDXY COATED BARS
PLACED AT 6" C. ON C.
0.3"
PAVEMENT
1"
CONCRETE CURB GUIILR
1"
TOOLED RIBBING DETECTABLE WARNING DETAIL
NOT TO SCALE
5 -0
MIN.
MODIFIED CURB RAMP TYPE 'G' 0
NOT TO SCALE
5' -0"
MIN.
12:1
SEE DETECTABLE WARNING DETAIL
NOTES:
1. CURING COMPOUND SHALL BE PLACED ON ALL EXPOSED SURFACES, INCLUDING SIDES, WHEN FORMS ARE REMOVED.
2. D kMPEN SUBGRADE PRIOR TO PLACING CONCRETE.
3. RAMPS TO BE 6" OF CLASS 'A' CONCRETE, ON 6" OF COMPACTED AGGREGATE, NO. 53 STONE (STONE SHALL BE
PLACED FOR ALL CURB RAMPS AND SHALL BE INCLUDED IN THE COST OF RAMPS).
4. THE BOTTOM EDGE OF THE CURB RAMP SHALL BE FLUSH WITH THE EDGE OF ADJACENT PAVEMENT AND GUTTER LINE.
5. MINIMUM RECOMMENDED WIDTH OF RAMP IS 4' -0
6. TOOLED RIBBING SHALL BE PERPENDICULAR TO THE DIRECTION OF TRAVEL TO CROSS ROADWAY (PARALLEL TO THE
ROADWAY CENTERLINE).
7. DRAINAGE INLETS SHALL BE LOCATED UPHILL FROM CURB RAMPS TO PREVENT PUDDLES AT THE PATH OF TRAVEL.
Restrained Joints Shall Be Mechanical Joint with Retainer Glands, US Pipe TR Flex Joint System, US Pipe
Field LOK Gasket System or Equal.
NOTE: The Above Restrained Joint Lengths Are Minimum Lengths. The Design Engineer Shall Determine
if Longer Lengths are Required.
EARTH OR
SIDEWALK SURFACE
UNDERDRAIN
TRENCH TO BE
FLUSH WITH
BACK OF CURB
INSTALL FILTER FABRIC
ON PERIMETER OF
TRENCH AND OVERLAP
AT SUBGRADE LEVEL
#8 WASHED AGGREGATE
3
MIN,
NOTES:
1. PIPE SHALL CONFORM TO SPEC REQUIREMENTS OF SECTION 718 OF
STANDARD SPECIFICATION
2. INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT AND WHERE
REQUESTED BY THE CITY ENGINEER
NOTES:
1. HANDRAIL MATERIALS AND WORK SPECIFICATIONS SHALL BE IN
ACCORDANCE WITH INDIANA DEPARTMENT OF TRANSPORTATION STANDARD
SPECIFICATIONS AND SUPPLEMENTAL SPECIFICATIONS, 2006.
2. ALL TUBE MATERIAL SHALL BE SCHEDULE 40, ASTM A500, GR. B.
3. THREADED ANCHOR RODS SHALL BE ASTM A572, GR. 50.
4. HANDRAILS SHALL BE UNGALVANIZED STEEL WITH PRIMER AND POWDER
COATING MATERIALS PER TECHNICAL SPECIFICATIONS.
EDGES TO BE SAWCUT
AND CLEAN OF DEBRIS
AND LOOSE ASPHALT
BEFORE PATCHING
FLOWABLE FILL
3" B- BORROW BEDDING
M.F.P.G. /M.L.A.G.
EL.= 842.52
1;i
SCH. 40
(TYP.)
I
42"
(MIN.)
12" MIN.
SUBSURFACE DRAIN
NOT TO SCALE
72" (TYP)
(MAX.)
FIELD ADJUST MEASUREMENTS TO
FIT CONTOURS AND SITE CONDITIONS
PAVEMENT
4" CLR.
(MAX.)
HAND RAIL DETAIL 0
NOT TO SCALE
STREET CUT REPAIR DETAIL Q
NO SCALE
6 "ie. n Adue
read e
Grade
45' Bend
1' -6"
2'-0"
STANDARD CLEANOUT DETAIL
NOT TO SCALE
2.00'
FREEBOARD
INSTALL 18" REVETMENT
RIPRAP ALONG SPILLWAY
CONCRETE CURB OR CURB GUTTER
ASPHALT OR AGGREGATE
PER TYPICAL SECTION
DOUBLE WALL PIPE, HANCOR
Hi-Q, TYPE 4 PIPE OR
3" EQUIVALENT PER SECTION
MIN. 401.01 OF THE STORM WATER
TECHNICAL STANDARDS
Compacted Stone
2" SCH.
40 (TYP.)
5Y4" O.C.
(MAX.)
2 0 Pou e d�
oncrete Lollar
1Y" ASPHALT
SURFACE
12" CONCRETE
12
NOTE:
1. TRENCH SPOIL IS TO BE REMOVED FROM WORK SITE AND DISPOSE OF
OUT OF THE RIGHT -OF -WAY.
2. FLOWABLE FILL IS TO SERVE AS BACKFILL TO THE DIMENSION LISTED IN
THIS DETAIL.
3. THE EXISTING PAVEMENT IS TO BE TACK COATED PRIOR TO THE LAYING
OF NEW ASPHALT. TACK COAT IS TO BE APPLIED AS SPECIFIED IN THE
LATEST STANDARD OF INDOT SPECIFICATIONS, SECTION 902.
4. THE NEW SURFACE IS TO BE SLOPED AT THE SAME RATE AS THE
EXISTING SURFACE.
5. FLOWABLE FILL SHALL CONFORM TO INDOT SPECIFICATIONS, SECTION 213.
INSTALL GEOTEXTILE FOR
18" REVETMENT RIPRAP
EMERGENCY SPILLWAY DETAIL
NO SCALE
OUTSIDE 5' OF STREETS,
WALKS AND CURBS
BACKFILL WITH CLEAN FILL
MATERIAL FREE OF ROCKS
LARGER THAN 6" DIAMETER
OR EXTRANEOUS MATERIAL.
J
NOTES:
ALL BEDDING INITIAL
BACKFILL SHALL BE
INSTALLED IN 6" TO 12"
BALANCED LIFTS.
MIN. 9" OF CLEARANCE
SHALL BE PROVIDED ON
EACH SIDE OF THE
INSTALLED PIPE.
MIN, 2' SEPARATION (Oil
TO O.D.) SHALL BE
REQUIRED BETWEEN DUAL
PIPE CULVERT STRUCTURES.
OUTSIDE 5' OF STREETS,
WALKS AND CURBS
BACKFILL WITH CLEAN FILL
MATERIAL FREE OF ROCKS
LARGER THAN 6" DIAMETER
OR EXTRANEOUS MATERIAL.
J
c
NOTES:
ALL BEDDING INITIAL BACKFILL
SHALL BE INSTALLED IN 6" TO 12"
BALANCED LIFTS.
MIN. 9" OF CLEARANCE SHALL BE
PROVIDED ON EACH SIDE OF THE
INSTALLED PIPE.
MIN. 2' SEPARATION (O.D. TO
0.0.) SHALL BE REQUIRED
BETWEEN DUAL PIPE CULVERT
STRUCTURES.
J
PIPE SIZE
BEDDING BELOW THE
PIPE BELL
TOP OF BANK
EL.= 841.00
2' -0" MAX.
BUTYL RUBBER BASE
EXTERIOR BACKPLASTER
MATERIAL Y MIN.
THICKNESS FROM 2"
BELOW TOP OF CONE
TO CASTING.
0 -RING GASKET BETWEEN
ALL RISER AND CONE SECTIONS,
PLUS Y2" EXTRUDABLE
GASKET (KENT SEAL OR EQUAL)
STEPS SHALL BE MADE FROM
STEEL REINFORCING ROD
ENCAPSULATED IN A COPOLYMER
POLYPROPYLENE RESIN
BACKFILL WITH CLEAN FILL MATERIAL FREE
OF ROCKS LARGER THAN 6" DIAMETER OR
EXTRANEOUS MATERIAL.
3"
r MIN.
6
8" TO 15"
O.D. 4
MIN. 4"
18 OVER
O.D. 4
MAX. 8"
3" MIN.
#4 REBARS
12" SPA. EACH WAY
MIN.
24" DIA.
1' -0"
r
48"
MIN. 6" TOPSOIL TO
ENSURE GRASS GROWTH
IF NOT UNDER PAVEMENT.
SEE STRUCTURE DATA TABLE
FOR CASTING TYPE
RIGID PIPE BEDDING DETAIL
RCP AND VCP PIPE
NOT TO SCALE
MIN. 1.25 0.D. 12"
RIGID PIPE BEDDING DETAIL
DUCTILE IRON PIPE
NOT TO SCALE
ir
N. 1.25 O.D. +12"
"8" BORROW OR EQUIV GRANULAR MATERIAL
COMPACTED TO 95% STANDARD PROCTOR DENSITY
12" MIN.
CRUSHED STONE OR
FRACTURED FACE AGGREGATE,
ELL HOLE EXCAVATED.
f
PRECAST CONCRETE ADJUSTER
RINGS 4" MIN. 12" MAX.
ECCENTRIC CONE SECTION
5" MIN.
PRECAST CONCRETE
SECTIONS
MINIMUM Y PER FOOT SLOPE
6" OF #8 STONE
STANDARD SANITARY MANHOLE
NOT TO SCALE
WITHIN 5' OF STREETS,
WALKS AND CURBS
BACKFILL WITH B -BORRO
OR EQUIVALENT MATERIA
(MECHANICAL COMPACTIO
TO 95% STANDARD
PROCTOR DENSITY.)
Ys O.D.
(ONLY IF OUTSIDE 5'
OF STREETS, WALKS
AND CURBS)
4" MIN. (BELOW THE BELL)
"B" BORROW OR EQUIV GRANULAR MATERIAL
COMPACTED TO 95% STANDARD PROCTOR DENSITY
MIN. 6" TOPSOIL TO ENSURE GRASS
GROWTH IF NOT UNDER PAVEMENT.
WITHIN 5' OF STREETS,
WALKS AND CURBS
BACKFILL WITH
B- BORROW OR
EQUIVALENT AGGREGATE
MATERIAL. (MECHANICAL
COMPACTION TO 95%
STANDARD PROCTOR
DENSITY.)
Y6 O.D.
(ONLY IF OUTSIDE 5' OF
r STREETS, WALKS
AND CURBS)
I
4" MIN. (BELOW THE BELL)
WITHIN 5' OF STREETS. WALKS AND CURBS
it BACKFILL WITH B- BORROW OR
EQUIVALENT. (MECHANICAL COMPACTION TO
95% PROCTOR DENSITY.)
CRUSHED STONE OR
#8 FRACTURED FACE
AGGREGATE, HAND
TAMPED OR WALKED IN
TO 1/2 0.D.
4" MIN. (BELOW NE BELL)
FLEXIBLE PIPE BEDDING DETAIL
PVC AND HDPE PIPE
NOT TO SCALE
NOTE:
MANHOLE
CONFORMS TO
ASTM C -478.
JOINT CONFORMS
TO ASTM C -443.
STD.
MANHOLE
STEP
8"
PRECAST
MANHOLE
SECTION
l'-
3" MIN.
1 COVER
1 -n n
U
n
I"
PERM. I
8
VARIABLE
2' -6" MIN.
CLASS A CONCRETE
#4 6" C. TO C. BOTH WAYS
CAST IRON
MANHOLE
STEPS
too iseep.e
60 PRECAST
CONCRETE MANHOLE
16" (TYP.)
PLAN VIEW
3' -6"
3 2 -10Y"
0/4" k- 2 Y 4
o
2' -O"
1' -4"
4" MIN.
n
12"0 RCP OUTLET PIPE
IPE
w
OD
Of
DETENTION OUTLET STRUCTURE
ELEVATION VIEW
STR. NO. 8
NO SCALE
2
34"
2 #5x3' -0"
r 3"
VARIABLE
DIAMETER
8"
ELEVATION VIEW 6" OF #8 STONE
INLET TYPE 'E'
NOT TO SCALE
4' -0"
4" MIN.
PIPE THICKNESS
+1/2D 2"
24" MAX.
1 -0"
MAX.
LIFT HOOK
ELEVATION VIEW
STORM MANHOLE TYPE C
NOT TO SCALE
I
6' -0"
ECCENTRIC CONE,
CONCENTRIC CONE,
OR PRECAST COVER
I
VARIABLE
-0" TO 6' -0"
6 n
CEMENT MORTAR
10"
T
#8 STONE OR
GRANULAR BACKFILL
NEENAH R- 4215 -C CASTING
OR APPROVED EQUAL
RIM EL.= 840.85
6 "0 ORIFICE
INV. EL.= 836.00
6" OF #53 STONE
DIA.
[T
1
Y
T
Y
NOTES:
A MIN. 4" DIA. PIPE CLEANOUT
SHALL BE INSTALLED WITHIN THREE
A� PLUG SPECIIFIEDDBYBTHEIPIPE ALL.
MANUFACTURER SHALL BE USED TO
ENSURE 100% WATERTIGHTNESS.
TRUNK LINE
3 F
4: 1 FILL SLOP
PLAN VIEW
3111011111110
MIN. FALL 1
PER FT.
4.n 3 n
v
BELL HOLES SHALL BE
PROVIDED UNDER PIPE
(TYP.)
ELEVATION
SERVICE CONNECTION FOR SHALLOW SEWERS
(LESS THAN 15' DEEP)
NOT TO SCALE
PIPE
CULVERT
COMPUTED LENGTH OF CULVERT
PAY LENGTH OF CULVERT END END SECTION
LENGTH (D)
SLOPE DETAIL
TONGUE END ON INLET NTS
END GROOVED END
OUTLET END C B =(D -C
DIA.
1 -10"
T
C76. GROOVE (OR TONGUE)
TO BE THE SAME AS ON
STANDARD REINFORCED
CONCRETE PIPE A.S.T.M.
DESIGNATION
10"
C
INLET TYPE 'A'
NOT TO SCALE
CONCRETE
END SECTION
LONGITUDINAL SECTION
NTS
NOTE:
NO EARTHWORK DISTURBING ACTIVITY
MAY COMMENCE UNTIL A STORM WATER
MANAGEMENT PERMIT IS OBTAINED.
1/8 BEND
PLAN
UTLET PIPE
12" C -C
SPACING
8"
9 f
2' -0
3
6" I--
L Z
T i
LATERAL MINIMUM
SIZE 6
1/8 BEND
1" C.I. LOCATOR ROD OR
MAGNETIC TAPE INSTALLED
PER SECTION 7.02 -C.
T
RIPRAP TO BE PLACED ON
SIDE SLOPE WHEN CALLED
FOR ON PLANS.
R14"
COMPACTION OF GRANULAR
BACKFILL IS CRITICAL UNDER
WYE AND BEND. IF PROPER
COMPACTION CANNOT BE
ACHIEVED, PLACEQ A MIN.
OF 6 OF CLASS B
CONCRETE AROUND 1/8 BEND.I
z
I „J
l I I I l C I
1 j t I II
ELEVATION VIEW
SERVICE WYE
T
,j
A
*TOE WALL DEPTH
SHALL BE 36" AT
DETENTION POND
OUTLET
i
12" C -C MAX.
SPACING
SECTION Y -Y
NTS
E 2T
SECTION Z -Z
NTS
8 n
2' -0
1
DIA.
6" OF #8 STONE
BUILDING LATERAL
MINIMUM 6"
SIZE 6
HOOK BOLTS
PLAN VIEW
NTS PRECAST CONCRETE END SECTION DETAIL
1. MANUFACTURE OF END SECTION IS IN ACCORDANCE WITH APPLICABLE PORTIONS OF A.S.T.M. SPECIFICATION C76.
0
SHEET
u)
ND
goo
U
J
U
0
0
0
0
CN
ND
0
N I
O
O
w
CID
w
w
F-
m
a_
0
w
w
0
CO
0
5
W
Of
0