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REGION, STATE
DATE SECT.PAGE
LA
2018
10'-9" x 10'-9" OCTAGONAL ELECTRICAL MANHOLE
7"
7"
PLAN VIEW
SECTION A-A SECTION B-B
2'-8"
7" 7"10'-9"
36"∅ OPENING
5'-0"
MAX.
5'-0"
MAX.
NOTE:
-MADE IN ACCORDANCE WITH ASTM C858
-STEEL REINFORCEMENT: ASTM A615 GRADE 60
-JOINT SEALANT: ASTM C990
WIDTH 10.75 FT.LENGTH 10.75 FT.
WT.VERT.FT. 3,105 LBS.BASE SLAB 9,015 LBS.TOP SLAB 8,400 LBS.
7" 9'-51316
" 7"
5'-8
9
16"9'
-5
13
16"
7"
7"
B-B
B-B
A-AA-A
7"10'-9"7"
14.4.1
REGION, STATE
DATE SECT.PAGE
LA
2018
4'-0" x 6'-0"PRECAST ELECTRICAL MANHOLE
SIDE VIEW
WIDTH 4 FT.
LENGTH 6 FT.
WT./VERT/ FT 1,650 LBS.
BASE SLAB 3,465 LBS.
TOP SLAB 3,465 LBS.
PLAN VIEW
12" ∅ x 4" SUMP
8"
AS REQ'D
EJ V-1600-5 R/C
PULLING CABLE
6'-0"
4'-0"
8"
3'-0"∅
10"
7'-0"
5'-0"
UNDERGROUND
DUCTBANK
AS REQ'D.
ELECTRIC
NOTE:
-MADE WITH ACCORDANCE WITH ASTM C858
-REINFORCING STEEL: PER ASTM A-615, GRADE 60.
-REINFORCING TO MEET AASHTO HS 20-44 LOADING.
-PRECAST STRUCTURE TO MEET ASTM C-857-92.
-JOINT SEALANT: RAM-NEK GASKET MATERIAL.
*EXTENSIONS AVAILABLE UPON REQUEST.
*FRAME AND GRATE/COVER AS REQUIRED.
*REFER TO DETAIL PAGES FOR HARDWARE INFORMATION.
END VIEW
3'-0"∅UNDERGROUND
DUCTBANK
AS REQ'D.
14.4.2
REGION, STATE
DATE SECT.PAGE
LA
2018
4'-0" x 8'-0"PRECAST ELECTRICAL MANHOLE
WIDTH 4 FT.
LENGTH 8 FT.
WT./VERT. FT. 1,950 LBS.
BASE SLAB 4,455 LBS.
TOP SLAB 4,455 LBS.
SIDE VIEW
PLAN VIEW
12" ∅ x 4" SUMP
8"
AS REQ'D
PULLING CABLE
8'-0"
4'-0"
8"
3'-0"∅
EJ V-1600-5 R/C
ELECTRIC
9'-0"
5'-0"
10"
UNDERGROUND
DUCTBANK
AS REQ'D
NOTE:
-MADE WITH ACCORDANCE WITH ASTM C858
-REINFORCING STEEL: PER ASTM A-615, GRADE 60.
-REINFORCING TO MEET AASHTO HS 20-44 LOADING.
-PRECAST STRUCTURE TO MEET ASTM C-857-92.
-JOINT SEALANT: RAM-NEK GASKET MATERIAL.
*EXTENSIONS AVAILABLE UPON REQUEST.
*FRAME AND GRATE/COVER AS REQUIRED.
*REFER TO DETAIL PAGES FOR HARDWARE INFORMATION.
END VIEW
3'-0"∅
14.4.3
REGION, STATE
DATE SECT.PAGE
LA
2018
4'-0" x 10'-0"PRECAST ELECTRICAL MANHOLE
WIDTH 4 FT.
LENGTH 10 FT.
WT./VERT. FT. 2,250 LBS.
BASE SLAB 5,455 LBS.
TOP SLAB 5,455 LBS.
SIDE VIEW
PLAN VIEW
12" ∅ x 4" SUMP
8"
AS REQ'D
PULLING CABLE
10'-0"
4'-0"
8"
3'-0"∅
EJ V-1600-5 R/C
ELECTRIC
11'-0"
5'-0"
10"
UNDERGROUND
DUCTBANK
AS REQ'D.
NOTE:
-MADE WITH ACCORDANCE WITH ASTM C858
-REINFORCING STEEL: PER ASTM A-615, GRADE 60.
-REINFORCING TO MEET AASHTO HS 20-44 LOADING.
-PRECAST STRUCTURE TO MEET ASTM C-857-92.
-JOINT SEALANT: RAM-NEK GASKET MATERIAL.
*EXTENSIONS AVAILABLE UPON REQUEST.
*FRAME AND GRATE/COVER AS REQUIRED.
*REFER TO DETAIL PAGES FOR HARDWARE INFORMATION.
END VIEW
3'-0"∅
14.4.4
REGION, STATE
DATE SECT.PAGE
LA
2018
5'-0" x 5'-0"PRECAST ELECTRICAL MANHOLE
SIDE VIEW
WIDTH 5 FT.
LENGTH 5 FT.
WT./VERT/ FT 1,650 LBS.
BASE SLAB 3,564 LBS.
TOP SLAB 3,564 LBS.
5'-0"
6'-0"
6'-0"
5'-0"
12" ∅ x 4" SUMP
8"
8"
AS REQ'D
UNDERGROUND
DUCTBANK
AS REQ'D
PULLING CABLE
3'-0"∅
EJ V-1600-5 R/C
ELECTRIC
NOTE:
-MADE WITH ACCORDANCE WITH ASTM C858
-REINFORCING STEEL: PER ASTM A-615, GRADE 60.
-REINFORCING TO MEET AASHTO HS 20-44 LOADING.
-PRECAST STRUCTURE TO MEET ASTM C-857-92.
-JOINT SEALANT: RAM-NEK GASKET MATERIAL.
*EXTENSIONS AVAILABLE UPON REQUEST.
*FRAME AND GRATE/COVER AS REQUIRED.
*REFER TO DETAIL PAGES FOR HARDWARE INFORMATION.
PLAN VIEW
14.4.5
REGION, STATE
DATE SECT.PAGE
LA
2018
5'-0" x 8'-6"PRECAST ELECTRICAL MANHOLE
WIDTH 5 FT.
LENGTH 8.5 FT.
WT./VERT. FT. 2,175 LBS.
BASE SLAB 5,643 LBS.
TOP SLAB 5,643 LBS.
SIDE VIEW
PLAN VIEW
12" ∅ x 4" SUMP
8"
AS REQ'D
PULLING CABLE
8'-6"
5'-0"
8"
3'-0"∅
EJ V-1600-5 R/C
ELECTRIC
9'-6"
6'-0"
10"
UNDERGROUND
DUCTBANK
AS REQ'D
A
A
NOTE:
-MADE WITH ACCORDANCE WITH ASTM C858
-REINFORCING STEEL: PER ASTM A-615, GRADE 60.
-REINFORCING TO MEET AASHTO HS 20-44 LOADING.
-PRECAST STRUCTURE TO MEET ASTM C-857-92.
-JOINT SEALANT: RAM-NEK GASKET MATERIAL.
*EXTENSIONS AVAILABLE UPON REQUEST.
*FRAME AND GRATE/COVER AS REQUIRED.
*REFER TO DETAIL PAGES FOR HARDWARE INFORMATION.
END VIEW
3'-0"∅
14.4.6
REGION, STATE
DATE SECT.PAGE
LA
2018
6'-0" x 6'-0"PRECAST ELECTRICAL MANHOLE
WIDTH 6 FT.
LENGTH 6 FT.
WT./VERT. FT. 1,950 LBS.
BASE SLAB 4,851 LBS.
TOP SLAB 4,851 LBS.
SIDE VIEW
PLAN VIEW
12" ∅ x 4" SUMP
8"
AS REQ'D
PULLING CABLE
6'-0"
8"
3'-0"∅
EJ V-1600-5 R/C
ELECTRIC
7'-0"
7'-0"
10"
UNDERGROUND
DUCTBANK
AS REQ'D
6'-0"
(TYPICAL ALL 4 SIDES)
NOTE:
-MADE WITH ACCORDANCE WITH ASTM C858
-REINFORCING STEEL: PER ASTM A-615, GRADE 60.
-REINFORCING TO MEET AASHTO HS 20-44 LOADING.
-PRECAST STRUCTURE TO MEET ASTM C-857-92.
-JOINT SEALANT: RAM-NEK GASKET MATERIAL.
*EXTENSIONS AVAILABLE UPON REQUEST.
*FRAME AND GRATE/COVER AS REQUIRED.
*REFER TO DETAIL PAGES FOR HARDWARE INFORMATION.
14.4.7
REGION, STATE
DATE SECT.PAGE
LA
2018
6'-0" x 9'-0"PRECAST ELECTRICAL MANHOLE
WIDTH 6 FT.
LENGTH 9 FT.
WT./VERT. FT. 2,400 LBS.
BASE SLAB 6,930 LBS.
TOP SLAB 6,930 LBS.
SIDE VIEW
PLAN VIEW
12" ∅ x 4" SUMP
8"
AS REQ'D
PULLING CABLE
6'-0"
8"
3'-0"∅
EJ V-1600-5 R/C
ELECTRIC
10'-0"
7'-0"
10"
UNDERGROUND
DUCTBANK
AS REQ'D
9'-0"
END VIEW
3'-0"∅
NOTE:
-MADE WITH ACCORDANCE WITH ASTM C858
-REINFORCING STEEL: PER ASTM A-615, GRADE 60.
-REINFORCING TO MEET AASHTO HS 20-44 LOADING.
-PRECAST STRUCTURE TO MEET ASTM C-857-92.
-JOINT SEALANT: RAM-NEK GASKET MATERIAL.
*EXTENSIONS AVAILABLE UPON REQUEST.
*FRAME AND GRATE/COVER AS REQUIRED.
*REFER TO DETAIL PAGES FOR HARDWARE INFORMATION.
14.4.8
REGION, STATE
DATE SECT.PAGE
LA
2018
6'-0" x 12'-0"TELEPHONE MANHOLE TYPE A
6"
3'-9"
3'-3"
6"
SIDE VIEW
12" ∅ x 4" SUMPS
1'-0" COLLAR
WIDTH 6 FT.
LENGTH 12 FT.
WT./VERT. FT. 2,354 LBS.
BASE SLAB 6,577 LBS.
TOP SLAB 6,577 LBS.
EJ V-1600-5 R/C
ELECTRIC
PULLING IRON
5"
2"
3'-0"∅
PLAN VIEW
12'-0"
6'-0"
12'-10" 2"
6'-10"
2"
6"
3'-9"
3'-3"
6"
END VIEW
1'-0" COLLAR
PULLING IRON
5"
2"
3'-0"∅
NOTE:
-MADE WITH ACCORDANCE WITH ASTM C858
-REINFORCING STEEL: PER ASTM A-615, GRADE 60.
-REINFORCING TO MEET AASHTO HS 20-44 LOADING.
-PRECAST STRUCTURE TO MEET ASTM C-857-92.
-JOINT SEALANT: RAM-NEK GASKET MATERIAL.
*EXTENSIONS AVAILABLE UPON REQUEST.
*FRAME AND GRATE/COVER AS REQUIRED.
*REFER TO DETAIL PAGES FOR HARDWARE INFORMATION.
14.4.9
REGION, STATE
DATE SECT.PAGE
LA
2018
7'-0" x 7'-0"PRECAST ELECTRICAL MANHOLE
WIDTH 7 FT.
LENGTH 7 FT.
WT./VERT. FT. 2,250 LBS.
BASE SLAB 6,336 LBS.
TOP SLAB 6,336 LBS.
SIDE VIEW
PLAN VIEW
12" ∅ x 4" SUMP
8"
AS REQ'D
PULLING CABLE
7'-0"
8"
3'-0"∅
EJ V-1600-4 R/C
ELECTRIC
8'-0"
8'-0"
10"
UNDERGROUND
DUCTBANK
AS REQ'D
7'-0"
(TYPICAL ALL 4 SIDES)
NOTE:
-MADE WITH ACCORDANCE WITH ASTM C858
-REINFORCING STEEL: PER ASTM A-615, GRADE 60.
-REINFORCING TO MEET AASHTO HS 20-44 LOADING.
-PRECAST STRUCTURE TO MEET ASTM C-857-92.
-JOINT SEALANT: RAM-NEK GASKET MATERIAL.
*EXTENSIONS AVAILABLE UPON REQUEST.
*FRAME AND GRATE/COVER AS REQUIRED.
*REFER TO DETAIL PAGES FOR HARDWARE INFORMATION.
14.4.10
REGION, STATE
DATE SECT.PAGE
LA
2018
8'-0" x 10'-0"PRECAST ELECTRICAL MANHOLE
WIDTH 8 FT.
LENGTH 10 FT.
WT./VERT. FT. 2,850 LBS.
BASE SLAB 9,801 LBS.
TOP SLAB 9,801 LBS.
SIDE VIEW
PLAN VIEW
12" ∅ x 4" SUMP
8"
AS REQ'D
PULLING CABLE
10'-0"
8'-0"
8"
3'-0"∅
EJ V-1600-5 R/C
ELECTRIC
11'-0"
9'-0"
10"
UNDERGROUND
DUCTBANK
AS REQ'D
END VIEW
3'-0"∅
NOTE:
-MADE WITH ACCORDANCE WITH ASTM C858
-REINFORCING STEEL: PER ASTM A-615, GRADE 60.
-REINFORCING TO MEET AASHTO HS 20-44 LOADING.
-PRECAST STRUCTURE TO MEET ASTM C-857-92.
-JOINT SEALANT: RAM-NEK GASKET MATERIAL.
*EXTENSIONS AVAILABLE UPON REQUEST.
*FRAME AND GRATE/COVER AS REQUIRED.
*REFER TO DETAIL PAGES FOR HARDWARE INFORMATION.
14.4.11
REGION, STATE
DATE SECT.PAGE
LA
2018
10'-0" x 10'-0"PRECAST ELECTRICAL MANHOLE
WIDTH 10 FT.
LENGTH 10 FT.
WT./VERT. FT. 3,775 LBS.
BASE SLAB 14,300 LBS.
TOP SLAB 12,000 LBS.
SIDE VIEW
PLAN VIEW
12" ∅ x 4" SUMP
9"
AS REQ'D
PULLING CABLE
10'-0"
10'-0"
8"
3'-0"∅
EJ V-1600-5 RING &
ELECTRIC COVER
11'-2"
11'-2"
6"
UNDERGROUND
DUCTBANK
AS REQ'D.
NOTE:
-MADE WITH ACCORDANCE WITH ASTM C858
-REINFORCING STEEL: PER ASTM A-615, GRADE 60.
-REINFORCING TO MEET AASHTO HS 20-44 LOADING.
-PRECAST STRUCTURE TO MEET ASTM C-857-92.
-JOINT SEALANT: RAM-NEK GASKET MATERIAL.
*EXTENSIONS AVAILABLE UPON REQUEST.
*FRAME AND GRATE/COVER AS REQUIRED.
*REFER TO DETAIL PAGES FOR HARDWARE INFORMATION.
RACKING AS REQ'D
CONCRETE INCREASER
RINGS AS REQ'D
EAST JORDAN IRON WORKS
MADE IN USA
ELECTRIC
MO/D
AY/Y
R X
MADEI N
USA
EA
ST
JO
RD
AN
IR
ON
WO
RK
S
V-
16
00
-5
41
6 0 0 5 1 0
AS
T
M
A4
8CL
35B
14.4.12
