Upload
others
View
6
Download
0
Embed Size (px)
Citation preview
REGION, STATE
DATE SECT.PAGE
13.7.1
AR
2018
48" DIAMETERMANHOLE W/ CONCENTRIC CONE (2)
DIAMETER 4 FT.WT./VERT.FT. 891 LBS.6" BASE SLAB 2,002 LBS.8" BASE SLAB 2,662 LBS.12" BASE SLAB 4,004 LBS.
WALL THK. 5 IN.
EXTENDED BASE AS REQ'D
4'-0"∅
BASE
RISER(s)
INVERT
VARIES
ADJUSTMENT
RING & COVER
CONE
OPENING ECCENTRIC/CONCENTRICLOCATION AS REQ'D
5" 5"
ELEVATION VIEW
PLAN VIEW
TOP SLAB
SEE JOINT DETAIL
NOTE:
-28"∅ MAX. HOLE FOR PIPE CONNECTION-MADE WITH ACCORDANCE WITH ASTM C-478-AVAILABLE WITH WATERTIGHT PIPE CONNECTORS PER ASTM C923-MANHOLE JOINTS: ASTM C443-JOINT TO BE SEALED WITH FLEXIBLE PLASTICS GASKET PERAASHTO M-198B-PREFORMED INVERTS AVAILABLE UPON REQUEST-STRAIGHT BOTTOM AVAILABLE UPON REQUEST
OPENING
SINGLEOFFSETJOINT
JOINT DETAIL
COPOLY. POLYPROCOATED STEELSTEPS @ 16" O.C.(UPON REQUEST)
REGION, STATE
DATE SECT.PAGE
AR
2018
48" DIAMETERDOGHOUSE MANHOLE W/ ECCENTRIC CONE
DIAMETER 4 FT.WT./VERT.FT. 891 LBS.6" BASE SLAB 2,002 LBS.8" BASE SLAB 2,662 LBS.12" BASE SLAB 4,004 LBS.
WALL THK. 5 IN.
NOTE:
-28"∅ MAX. HOLE FOR PIPE CONNECTION-MADE WITH ACCORDANCE WITH ASTM C-478-AVAILABLE WITH WATERTIGHT PIPE CONNECTORS PER ASTM C923-MANHOLE JOINTS: ASTM C443
SIDE VIEW
SINGLEOFFSET
JOINT
BASE
RISER(S)
PLAN VIEW
RIM & COVER
ADJUSTMENT
COPOLY. POLYPROCOATED STEELSTEPS @ 16" O.C.(UPON REQUEST)
24"∅
7"CO
NEVA
RIES
VARIES
5" 4'-0" 5"
13.7.2
REGION, STATE
DATE SECT.PAGE
AR
2018
TYPE "MO" CURB INLET BASE48" DIAMETER MANHOLE
NOTE:
-28"∅ MAX. HOLE FOR PIPE CONNECTION-MADE WITH ACCORDANCE WITH ASTM C-478-AVAILABLE WITH WATERTIGHT PIPE CONNECTORS PER ASTM C923-MANHOLE JOINTS: ASTM C443WEIGHTS: 2.0': 4,132 LBS. 2.5': 4,540 LBS. 3.0': 4,940 LBS. 4.0': 5,350 LBS."A" = TOP ELEVATION"B" = FL OUT ELEVATION"C" = FL IN (1) ELEVATION"D" = FL IN (2) ELEVATION"E" = FL IN (3) ELEVATION"F" = LOCATION OF MID POINT OF BLOCKOUT, MEASURED IN DEGREE FROM FLOW OUT ("B")
12"
1'-6"
SLOT @ 170°
BLOCK OUT
9"CONTRACTOR TO POUR TOP IN FIELD
TOP ELEV="A"
FL. OUT = "B" 0°
FL. IN (2) = "D"180°
FL. IN (1) = "C" 90°
FL. IN (3) = "E" 270°
PLAN VIEW
SECTION VIEW ISOMETRICVIEW
1'-0"
VARIES
VARIES
(6"
MIN.)
2.0', 2.5',
3.0', OR
4.0'
BASE
CURB LINE
1'-6"
4'-0"
13.7.3
REGION, STATE
DATE SECT.PAGE
AR
2018
60" DIAMETERSADDLE MANHOLE WITH TOPSLAB
DIAMETER 5 FT.
WT./VERT.FT. 1,296 LBS.6" BASE SLAB 1,810 LBS.8" BASE SLAB 2,409 LBS.
FLATTOP 3,093 LBS.WALL THK. 6 IN.
NOTE:
-MADE WITH ACCORDANCE WITH ASTM C-478-AVAILABLE WITH WATERTIGHT PIPE CONNECTORS PER ASTM C923-MANHOLE JOINTS: ASTM C443-JOINT TO BE SEALED WITH RUBBER GASKET PER ASTM C-443-EXTERIOR COATING AVAILABLE UPON REQUEST (BITUMINOUS PAINT)-FLEXIBLE CONNECTORS AVAILABLE UPON REQUEST.-(FLEXIBLE CONNECTORS "BOOTS" PER ASTM C923.)-PREFORMED INVERTS AVAILABLE UPON REQUEST.
SIDE VIEW
SINGLEOFFSET
JOINT
OPENING
BASE
RISER(S)
PLAN VIEW
RIM & COVER
ADJUSTMENT7"
6"6" 5'-0"
9"VA
RIES
VARIES
COPOLY. POLYPRO.COATED STEELSTEPS @ 16" O.C.(UPON REQUEST)
13.7.4
REGION, STATE
DATE SECT.PAGE
AR
2018 TRANSITION TO 48" DIAMETER60" DIAMETER - 120" DIAMETER
BASIC DIMENSIONS
DIAMETER A (IN.) WALL THICK B(IN.)WEIGHT/VERT F.T.
(LBS/FT)BASE HEIGHTS
(IN.)6" BASE SLAB
(LBS.)8" BASE SLAB
(LBS.)12" BASE SLAB
(LBS.)60 6 1,296 48,60,72 2,121 2,827 3,51972 7 1,810 48,60,72 N/A 4,034 5,04084 8 2,409 48,60,72,84,96 N/A N/A 7,70096 9 3,093 72,96 N/A N/A 10,200120 12 4,725 36,48,60 N/A N/A 16,000
NOTE:
-MADE WITH ACCORDANCE WITH ASTM C-478-AVAILABLE WITH WATERTIGHT PIPE CONNECTORS PER ASTM C923-MANHOLE JOINTS: ASTM C443-EXTERIOR COATING AVAILABLE UPON REQUEST.-FLEXIBLE CONNECTORS AVAILABLE UPON REQUEST.-(FLEXIBLE CONNECTORS "BOOTS" PER ASTM C923.)-PREFORMED INVERTS AVAILABLE UPON REQUEST.
SIDE VIEW
SINGLEOFFSETJOINT
PLAN VIEW
B A
RISER(S)
REDUCINGSLAB
BASE
B
7"3'-0
"1'-
0", 1'-
6",
2'-0
", 2
'-6"
3'-0"
, 4'-0
"
0'-8
", 1'-0"
1'-6"
(VAR
IES)
VARIES
0'-6
",0'-8
",
COPOLY. POLYPRO.COATED STEELSTEPS @ 16" O.C.(UPON REQUEST)
ADJUSTMENT
CONE
RIM & COVER
OPENING
13.7.5
REGION, STATE
DATE SECT.PAGE
AR
2018 48" DIAMETER MANHOLEMANHOLE W/ TRANSITION TO 60" DIAMETER - 120" DIAMETER
BASIC DIMENSIONS
DIAMETER A (IN.) WALL THICK B(IN.)WEIGHT/VERT F.T.
(LBS/FT)BASE HEIGHTS
(IN.)6" BASE SLAB
(LBS.)8" BASE SLAB
(LBS.)12" BASE SLAB
(LBS.)60 6 1,296 48,60,72 2,121 2,827 3,51972 7 1,810 48,60,72 N/A 4,034 5,04084 8 2,409 48,60,72,84,96 N/A N/A 7,70096 9 3,093 72,96 N/A N/A 10,200120 12 4,725 36,48,60 N/A N/A 16,000
NOTE:
-MADE WITH ACCORDANCE WITH ASTM C-478-AVAILABLE WITH WATERTIGHT PIPE CONNECTORS PER ASTM C923-MANHOLE JOINTS: ASTM C443-JOINT TO BE SEALED WITH FLEXIBLE PLASTICS GASKET PER AASHTO M-198B
SIDE VIEW
SINGLEOFFSETJOINT
7"
OPENING
BASE
RISER(S)
PLAN VIEW
RIM & COVER
ADJUSTMENT
3'-0
"1'-
0",1'-6
",2'-0
"2'-6
", 3
'-0"
, 4'-0
"VA
RIES
B
0'-6
",0'-8
"&
1'-0"
A
0'-8
",1'-
0"1'-
6" (VA
RIES
)
REDUCING SLAB
CONE
COPOLY POLYPROCOATED STEELSTEPS @ 16" O.C.(UPON REQUEST)
13.7.6
REGION, STATE
DATE SECT.PAGE
AR
2018
60" DIAMETER - 120" DIAMETERMANHOLE W/ FLATTOP
BASIC DIMENSIONS
DIAMETER A (IN.) WALL THICK B(IN.)WEIGHT/VERT F.T.
(LBS/FT)BASE HEIGHTS
(IN.)6" BASE SLAB
(LBS.)8" BASE SLAB
(LBS.)12" BASE SLAB
(LBS.)60 6 1,296 48,60,72 2,121 2,827 3,51672 7 1,810 48,80,72 N/A 4,034 5,04084 8 2,409 48,60,72,84,96 N/A N/A 7,70096 9 3,093 72,96 N/A N/A 10,200120 12 4,725 36,48,60 N/A N/A 16,000
NOTE:
-MADE WITH ACCORDANCE WITH ASTM C-478-AVAILABLE WITH WATERTIGHT PIPE CONNECTORS PER ASTM C923-MANHOLE JOINTS: ASTM C443-EXTERIOR COATING AVAILABLE UPON REQUEST (BITUMINOUS PAINT)-FLEXIBLE CONNECTORS AVAILABLE UPON REQUEST.-(FLEXIBLE CONNECTORS "BOOTS" PER ASTM C923.)-PREFORMED INVERTS AVAILABLE UPON REQUEST
SIDE VIEW
SINGLEOFFSETJOINT
7"
OPENING
BASE
RISER(S)
PLAN VIEW
RIM & COVER
ADJUSTMENT
1'-0"
1'-0"
,1'-6
",2'-0
"2'-6
", 3
'-0"
, 4'-0
"VA
RIES
B
6",8"
& 12"
A
COPOLY POLYPROCOATED STEELSTEPS @ 16" O.C.(UPON REQUEST)
13.7.7
REGION, STATE
DATE SECT.PAGE
AR
2018
VARIOUS DIAMETERSTYPICAL WETWELLS
PRODUCT DIMENSIONS
A B C
4'-0" DIA. 5" 8"-12"5'-0" DIA. 6" 8"-12"6'-0" DIA. 7" 8"-12"8'-0" DIA. 9" 10"-12"10'-0" DIA. 12" 10"-12"12'-0" DIA. 12" 10"-12"
NOTE:
-MADE WITH ACCORDANCE WITH ASTM C-478*D" DIMENSION AND EXTENSION ON THE BASE SLAB WILL BE ASSPECIFIED BY THE ENGINEER.**12'-0" DIAMETER NON-EXTENDED TO COMPLY WITH HIGHWAYHAULING LIMITS OF 14'-0" 0.D.-HATCHES AS SPECIFIED BY ENGINEER.
SIDE VIEW
SINGLEOFFSETJOINT
HATCH CAST IN AS SPECIFIED
AB
CVA
RIES
C
D***
13.7.8