(800) 824-8351 (248) 887-4173 Fax: (248) 887-2755Advance Concrete Products Company
All Concrete Shall Have A 28 Day Compressive Strength Of 4500 PSI.
Reinforcing Steel Shall Comply With ASTM A615 Grade 60 Rebar.
Bar Bending And Placement Shall Comply With The Latest ACI Standards.
Standard Structural Design Based On AASHTO HS 20 Wheel Loading.
1" Ø Butyl Rubber Rope Mastic Is Provided For Placement
Between Top And Bottom Sections Of Vault.
- Options -
Cast Iron, Heavy Duty Frame & Cover
6", 12", & 24" High Grade Adjustment Rings
Hot-Dipped Galvanized Steel Ladder
Hardware
Height Requirements To The Nearest Inch
Approximate Weight Total: ± 12,400 Lbs.
Bottom Section : ± 6,500 Lbs. Top Section: ± 5,900 Lbs.PLAN VIEW
SECTION VIEW
END VIEW
4' x 4' x 7' Manhole
9"W x 1'-4"HKnockout Window(typ. 4 per wall)
5'-0"
4'-0"6" 6"
5'-0"
4'-0"
6"
6"
Ø 3'-3"
12"Ø x 3" Deep Sump DishWith 3/4"Ø Drain Plug
3'-10
1/2
"4'-1 1
/2"
1"Ø PullingIron typ. (2)
Ø1/2" Threaded EmbeddedInserts in Walls
8'-0"
6"
7'-0"
6"
1' -1"
1'-4"
1' -1"
1'-4"
9"1'-6"9"
1'-4"
1'-1"
1'-4"
1'-4"
1'-1"
(800) 824-8351 (248) 887-4173 Fax: (248) 887-2755Advance Concrete Products Company
All Concrete Shall Have A 28 Day Compressive Strength Of 4500 PSI.
Reinforcing Steel Shall Comply With ASTM A615 Grade 60 Rebar.
Bar Bending And Placement Shall Comply With The Latest ACI Standards.
Standard Structural Design Based On AASHTO HS 20 Wheel Loading.
1" Ø Butyl Rubber Rope Mastic Is Provided For Placement
Between Top And Bottom Sections Of Vault.
- Options -
Cast Iron, Heavy Duty Frame & Cover
6", 12", & 24" High Grade Adjustment Rings
Hot-Dipped Galvanized Steel Ladder
Hardware
8" Thick Walls For Extra Heavy Loading Conditions
Height Requirements To The Nearest Inch
Approximate Weight Total: ± 12,800 Lbs.
Bottom Section : ± 6,700 Lbs. Top Section: ± 6,100 Lbs.
PLAN VIEW
SECTION VIEW END VIEW
5' x 5' x 6' Manhole
Ø 3'-3"
5'-10"
5" 5'-0" 5"
5'-10
"
5"
5'-0"
5"
12"Ø x 3" Deep Sump DishWith 3/4"Ø Drain Plug
4"Ø Duct Terminators
1"Ø PullingIron typ. (2)
Ø1/2" Threaded EmbeddedInserts in Walls
7'-0"
6"
6'-0"
6"
7"
1' -6"
7"7" 7"7"
3'-4 1
/2"
3'-7 1
/ 2"
9"
9"
1'-0
"1'-6"
1'-6"
1'-0
"
1'-0"
(800) 824-8351 (248) 887-4173 Fax: (248) 887-2755Advance Concrete Products Company
PLAN VIEW
SECTION VIEW
47 Hole Rack
12"Ø x 3" Deep Sump DishWith 3/4"Ø Drain Plug
4"Ø Duct Terminators
1"Ø PullingIron typ. (2)
Ø 3'-3"
All Concrete Shall Have A 28 Day Compressive Strength Of 4500 PSI.
Reinforcing Steel Shall Comply With ASTM A615 Grade 60 Rebar.Bar Bending And Placement Shall Comply With The Latest ACI Standards.
Standard Structural Design Based On AASHTO HS-20 Wheel Loading.
-Optional Galvanized Steel Hardware Package-"S" Brackets 12"B" Brackets 647 Hole Racks 81/2" X 13 X 1 1/4" Bolts 181/2" X 13 Nuts 181/2" X 13 X 1 3/4" Bolts 248'-0" Hooked Ladder 1
1" Ø Butyl Rubber Rope Mastic Is Provided For PlacementBetween Top And Bottom Sections Of Vault.
Approximate Weight Total: ± 21,000 Lbs.Bottom Section : ± 10,500 Lbs. Top Section: ± 10,500 Lbs.
6' x 6' x 7' Manhole
END VIEW
7'-0"
6'-0"
7'-0"
6'-0"
4'-0"
1'-0"
2'-0"
7"
7"
2'-0"
7"7"
11
"11
"
6"
6"
6"6"
Ø1/2" Threaded EmbeddedInserts in Walls
8'-0"
6"
7'-0"
6"
Sidewall or
"S" Bracket
4' -0"
7" 6" 2'-0"
7"
7"
1'-0"
2'-0"
2'-0"
1' -0"
(800) 824-8351 (248) 887-4173 Fax: (248) 887-2755Advance Concrete Products Company
SECTION VIEW
7"
7"
"S" or SidewallBracket
"B" or Corner Bracket
Ø 3'-3"
2'-0"
9'-6"
8'-8" 5"5"3'-1
1"
4'-0
"
7"
9"
9"
7"
7'-1
1"
6"
7'-0
"5"
9'-6
"
5"
8'-8
"5"
END VIEW
PLAN VIEW
1'-0"7"7" 7"7"
9"
2'-0
"1'-6
"2'-0
"9"
47 HoleRack
All Concrete Shall Have A 28 Day Compressive Strength Of 4500 PSI.
Reinforcing Steel Shall Comply With ASTM A615 Grade 60 Rebar.Bar Bending And Placement Shall Comply With The Latest ACI Standards.
Standard Structural Design Based On AASHTO HS 20 Wheel Loading.
-Optional Galvanized Steel Hardware Package-"S" Brackets 24"B" Brackets 847 Hole Racks 121/2" X 13 X 1 1/4" Bolts 321/2"X 13 Nuts 321/2" X 13 X 1 3/4" Bolts 648'-0" Hooked Ladder 1
1" Ø Butyl Rubber Rope Mastic Is Provided For PlacementBetween Top And Bottom Sections Of Vault.
6", 12", & 24" High Grade Adjustment Rings Available
Approximate Weight Total: ± 28,500 Lbs.Bottom Section : ± 14,500 Lbs. Top Section: ± 14,000 Lbs.
8'-8" x 8'-8" x 7' Type J Manhole
Ø1/2" Threaded EmbeddedInserts in Walls
Ø4" Duct Terminators
12"Ø x 3" Deep Sump DishWith 3/4"Ø Drain Plug
1"Ø PullingIron typ. (4)
1'-0
"
(800) 824-8351 (248) 887-4173 Fax: (248) 887-2755Advance Concrete Products Company
Ø 3'-3"
11 7/8"
11 7/8"
11 7/8"
11 7/8"
3"x3"x1/4" Galv.
Steel Angle - 4' Long at
Pulling Iron Location
(typ. 2)
(3)Terminators for
Ø5" PVC Conduit
(typ. 2 walls)
2'-
5"
1'-
3"
1'-
0"
1'-
4"
EJIW #1266 Frame and HD CastIron Cover with "DETROIT EDISON" Logo
6" High Grade AdjustmentRing Provided
1'-5"
4'-10
"
5"
4'-0"
5"
8'-10"
5" 8'-0" 5"
2'-0" 2'-0"
6'-11
"
6"
6'-0"
5"
1'-4"
1' -0"
1' -3"
2'-5"
Ø1/2" Threaded
Embedded Inserts
12"Ø x 3" Deep Sump DishWith 3/4"Ø Drain Plug
END VIEWSECTION VIEW
PLAN VIEW
6"
7 3/4"
All Concrete Shall Have A 28 Day Compressive Strength Of 4500 PSI.
Reinforcing Steel Shall Comply With ASTM A615 Grade 60 Rebar.
Bar Bending And Placement Shall Comply With The Latest ACI Standards.
Standard Structural Design Based On AASHTO HS 20 Wheel Loading.
-Optional Hardware Package-
(2) 33" Non-Metallic Vertical Racks
(2) 22" Non-Metallic Vertical Racks
(10) 1/2"-13 x 3 1/2" SS Bolts with Washers
1" Ø Butyl Rubber Rope Mastic Is Provided For Placement
Between Top And Bottom Sections Of Vault.
6", 12", & 24" High Grade
Adjustment Rings Available
Approximate Weight Total: ± 15,000 Lbs.
Bottom Section : ± 7,500 Lbs. Top Section: ± 7,500 Lbs.
8' x 4' x 6' DTE Mini-Manhole (Jointhole)
2' -0"
4'-0"
1'-5"
(800) 824-8351 (248) 887-4173 Fax: (248) 887-2755Advance Concrete Products Company
1"Ø Pulling Iron(typ. 2)
Ø12" x 3" Deep Sump Dish with 3/4"Ø Drain Plug
1'-0"
2'-1
1/2
"3
'-1
1/2
"6
"
6"
Corner"B" Bracket
Sidewall"S" Bracket
6 9/16"4"Ø DuctTerminators
6 9/16"
6 9/16"
6 9/16"
6 9/16"
6'-11
"
6"
6'-0"
5"
4'-10
"4'-10
"
4'-0"
5"
5"
8'-10"
5"8'-0"5"
47-Hole Rack
Ø1/2" Threaded
Embedded
Inserts in Walls
2'-10
1/2
"3'-1 1
/2"
All Concrete Shall Have A 28 Day Compressive Strength Of 4500 PSI.
Reinforcing Steel Shall Comply With ASTM A615 Grade 60 Rebar.
Bar Bending And Placement Shall Comply With The Latest ACI Standards.
Standard Structural Design Based On AASHTO HS 20 Wheel Loading.
-Optional Galvanized Steel Hardware Package-
"S" Brackets 12
"B" Brackets 12
47 Hole Racks 10
1/2" X 13 X 1 1/4" Bolts 24
1/2"X 13 Nuts 24
1/2" X 13 X 1 3/4" Bolts 30
7'-0" Hooked Ladder 1
1" Ø Butyl Rubber Rope Mastic Is Provided For Placement
Between Top And Bottom Sections Of Vault.
6", 12", & 24" High Grade
Adjustment Rings Available
Approximate Weight Total: ± 15,000 Lbs.
Bottom Section : ± 7,500 Lbs. Top Section: ± 7,500 Lbs.
PLAN VIEW
SECTION VIEW END VIEW
Ø 3'-3"
8' x 4' x 6' Type SA Manhole
(800) 824-8351 (248) 887-4173 Fax: (248) 887-2755Advance Concrete Products Company
1"Ø Pulling Iron(typ. 4)
Ø12" x 3" Deep Sump Dish with 3/4"Ø Drain Plug
1'-0"
2'-1
1/2
"3
'-1
1/2
"6
"
6"
3"
Corner"B" Bracket
Sidewall"S" Bracket
2'-0"
6 9/16"4"Ø DuctTerminators
6 9/16"
6 9/16"
6 9/16"
6 9/16"
6" 6 9/16"
6'-11
"
6"
6'-0"
5"
4'-10
"4'-10
"
4'-0"
5"
5"
8'-10"
5"8'-0"5"
47-Hole Rack
Ø1/2" Threaded
Embedded
Inserts in Walls
2'-10
1/ 2
"3'-1 1
/2"
All Concrete Shall Have A 28 Day Compressive Strength Of 4500 PSI.
Reinforcing Steel Shall Comply With ASTM A615 Grade 60 Rebar.
Bar Bending And Placement Shall Comply With The Latest ACI Standards.
Standard Structural Design Based On AASHTO HS 20 Wheel Loading.
-Optional Galvanized Steel Hardware Package-
"S" Brackets 12
"B" Brackets 6
47 Hole Racks 8
1/2" X 13 X 1 1/4" Bolts 18
1/2"X 13 Nuts 18
1/2" X 13 X 1 3/4" Bolts 24
7'-0" Hooked Ladder 1
1" Ø Butyl Rubber Rope Mastic Is Provided For Placement
Between Top And Bottom Sections Of Vault.
6", 12", & 24" High Grade
Adjustment Rings Available
Approximate Weight Total: ± 15,000 Lbs.
Bottom Section : ± 7,500 Lbs. Top Section: ± 7,500 Lbs.
PLAN VIEW
SECTION VIEW END VIEW
Ø 3'-3"
8' x 4' x 6' Type SJ Manhole
(800) 824-8351 (248) 887-4173 Fax: (248) 887-2755Advance Concrete Products Company
PLAN VIEW
SECTION VIEW
47 Hole Rack
12"Ø x 3" Deep Sump DishWith 3/4"Ø Drain Plug
4"Ø Duct Terminators
1"Ø PullingIron typ. (2)
Corner "B" Bracket
Ø 3'-3"
All Concrete Shall Have A 28 Day Compressive Strength Of 4500 PSI.
Reinforcing Steel Shall Comply With ASTM A615 Grade 60 Rebar.Bar Bending And Placement Shall Comply With The Latest ACI Standards.
Standard Structural Design Based On AASHTO HS-20 Wheel Loading.
-Optional Galvanized Steel Hardware Package-"S" Brackets 16"B" Brackets 1647 Hole Racks 81/2" X 13 X 1 1/4" Bolts 241/2" X 13 Nuts 241/2" X 13 X 1 3/4" Bolts 488'-0" Hooked Ladder 1
1" Ø Butyl Rubber Rope Mastic Is Provided For PlacementBetween Top And Bottom Sections Of Vault.
6", 12", & 24" High Grade
Adjustment Rings Available
8' x 6' x 7' Type A Manhole
END VIEW
7'-0"
6'-0"
9'-0"
8'-0"4'-0"
4'-0"
2'-0"
2'-0"
2'-0"
6"
6"
1'-0"
2'-0"
7"
7"
2'-0"
7"7"
11
"11
"
6"
6"
6"6"
Ø1/2" Threaded EmbeddedInserts in Walls
8'-0"
6"
7'-0"
6"
Sidewall or
"S" Bracket
Approximate Weight Total: ± 24,800 Lbs.Bottom Section : ± 12,700 Lbs. Top Section: ± 12,100 Lbs.
(800) 824-8351 (248) 887-4173 Fax: (248) 887-2755Advance Concrete Products Company
7"
8' x 6' x 7' Type J Manhole
PLAN VIEW
SECTION VIEW
47 Hole Rack
12"Ø x 3" Deep Sump DishWith 3/4"Ø Drain Plug
4"Ø Duct Terminators
1"Ø PullingIron typ. (4)
Corner "B" Bracket
Approximate Weight Total: ± 24,800 Lbs.Bottom Section : ± 12,700 Lbs. Top Section: ± 12,100 Lbs.
END VIEW
7'-0"
6'-0"
9'-0"
8'-0"
Ø1/2" Threaded EmbeddedInserts in Walls
3'-11
"4'-0"
2'-0"
2'-0"
2'-0"
6"
6"
1'-0"
7"7"
7"7" 1'-0"
2'-0"
3'-0"
2'-0"
11
"11
"7"
2'-0"
Ø 3'-3"
6" 6"
6"
7'-11
"
7'-0"
6"
5"
6"
All Concrete Shall Have A 28 Day Compressive Strength Of 4500 PSI.
Reinforcing Steel Shall Comply With ASTM A615 Grade 60 Rebar.Bar Bending And Placement Shall Comply With The Latest ACI Standards.
Standard Structural Design Based On AASHTO HS-20 Wheel Loading.
-Optional Galvanized Steel Hardware Package-"S" Brackets 12"B" Brackets 1647 Hole Racks 61/2" X 13 X 1 1/4" Bolts 241/2" X 13 Nuts 241/2" X 13 X 1 3/4" Bolts 368'-0" Hooked Ladder 1
1" Ø Butyl Rubber Rope Mastic Is Provided For PlacementBetween Top And Bottom Sections Of Vault.
6", 12", & 24" High Grade
Adjustment Rings Available
(800) 824-8351 (248) 887-4173 Fax: (248) 887-2755Advance Concrete Products Company
6"
5"
47-Hole Rack
Ø1" Pulling Iron(typ. 4)
Ø4" Duct Terminators
All Concrete Shall Have A 28 Day Compressive Strength Of 4500 PSI.
Reinforcing Steel Shall Comply With ASTM A615 Grade 60 Rebar.
Bar Bending And Placement Shall Comply With The Latest ACI Standards.
Standard Structural Design Based On AASHTO HS-20 Wheel Loading.
-Optional Galvanized Steel Hardware Package-
"S" Brackets 24
"B" Brackets 8
47 Hole Racks 12
1/2" X 13 X 1 1/4" Bolts 64
1/2"X 13 Nuts 64
1/2" X 13 X 1 3/4" Bolts 32
8'-0" Hooked Ladder 1
1" Ø Butyl Rubber Rope Mastic Is Provided For Placement
Between Top And Bottom Sections Of Vault.
6", 12", & 24" High Grade
Adjustment Rings Available
Approximate Weight Total: ± 22,000 Lbs.
Bottom Section : ± 11,000 Lbs. Top Section: ± 11,000 Lbs.
Corner or
"B" Bracket
Sidewall or
"S" Bracket
10'-10"
10'-0" 5"5"
5'-10"
5'-0"
5"
5"
4'-0"
3'-11
"
7'-11"
7'-0"
2'-0"
7"
7"
11
"11
"
1'-0"7"
9"
1'-6"
2'-0"
1'-6"
1'-3"
1'-6"
9"
1'-3"
2'-0"
10' x 5' x 7' Type J Manhole
PLAN VIEW
SECTION VIEW
12"Ø x 3" Deep Sump DishWith 3/4"Ø Drain Plug
END VIEW
7" 7"
Ø 3'-3"
2'-6"
2'-0"
(800) 824-8351 (248) 887-4173 Fax: (248) 887-2755Advance Concrete Products Company
6"
5"
Ø1" Pulling Iron(typ. 2)
Ø4" Duct Terminators
All Concrete Shall Have A 28 Day Compressive Strength Of 4500 PSI.
Reinforcing Steel Shall Comply With ASTM A615 Grade 60 Rebar.
Bar Bending And Placement Shall Comply With The Latest ACI Standards.
Standard Structural Design Based On AASHTO HS 20 Wheel Loading.
-Optional Galvanized Steel Hardware Package-
"S" Brackets 16
"B" Brackets 16
47 Hole Racks 8
1/2" X 13 X 1 1/4" Bolts 24
1/2"X 13 Nuts 24
1/2" X 13 X 1 3/4" Bolts 48
8'-0" Hooked Ladder 1
1" Ø Butyl Rubber Rope Mastic Is Provided For Placement
Between Top And Bottom Sections Of Vault.
6", 12", & 24" High Grade
Adjustment Rings Available
Approximate Weight Total: ± 22,000 Lbs.
Bottom Section : ± 11,000 Lbs. Top Section: ± 11,000 Lbs.
Corner or
"B" Bracket
Sidewall or
"S" Bracket
10'-10"
10'-0" 5"5"
5'-10"
5'-0"
5"
5"
4'-0"
3'-11
"
7'-11"
7'-0"
9"
1' -6"
2'-0"
1'-6"
1'-3"
1'-6"
9"
1'-3"
10' x 5' x 7' Type A Manhole
PLAN VIEW
SECTION VIEW
12"Ø x 3" Deep Sump DishWith 3/4"Ø Drain Plug
END VIEW
7" 7"
Ø 3'-3"
47-Hole Rack
2'-0"
7"
11
"11
"7"
2'-0"
(800) 824-8351 (248) 887-4173 Fax: (248) 887-2755Advance Concrete Products Company
7"
7"
7"
9"
2'-0
"9"
1' -3"
2'-0"
4'-0"
Ø 3'-3"
11'-0"
6" 10'-0" 6"
9'-0
"
6"
8'-0
"6"
8'-0
"
6"
7'-0
"6"
7"
9"
9"
1'-0"7"7"
3'-1
0"
4'-2
"
1'-6
"2' -0
" 47 HoleRack
7" 7" 7"
END VIEWSECTION VIEW
PLAN VIEW
"S" or SidewallBracket
"B" or Corner Bracket
Ø1/2" Threaded EmbeddedInserts in Walls
12"Ø x 3" Deep Sump DishWith 3/4"Ø Drain Plug
1"Ø PullingIron typ. (4)
1'-0"
Ø4" Duct Terminators
All Concrete Shall Have A 28 Day Compressive Strength Of 4500 PSI.
Reinforcing Steel Shall Comply With ASTM A615 Grade 60 Rebar.Bar Bending And Placement Shall Comply With The Latest ACI Standards.
Standard Structural Design Based On AASHTO HS 20 Wheel Loading.
-Optional Galvanized Steel Hardware Package-"S" Brackets 24"B" Brackets 847 Hole Racks 121/2" X 13 X 1 1/4" Bolts 321/2"X 13 Nuts 321/2" X 13 X 1 3/4" Bolts 648'-0" Hooked Ladder 1
1" Ø Butyl Rubber Rope Mastic Is Provided For PlacementBetween Top And Bottom Sections Of Vault.
6", 12", & 24" High Grade Adjustment Rings Available
Approximate Weight Total: ± 34,700 Lbs.Bottom Section : ± 17,700 Lbs. Top Section: ± 17,000 Lbs.
10' x 8' x 7' Type J Manhole
(800) 824-8351 (248) 887-4173 Fax: (248) 887-2755Advance Concrete Products Company
SECTION VIEW RIGHT END VIEW
3'-9"
3' -8"
Ø 3'-3"
2'-5"
6 9/16"
9"
6 9/16"
2'-2 7/8"7'-5"
6"
6'-6"
5"
47-HoleRack
6"
2'-0"
1'-6"
1'-0"
9"
9"
1'-6"
12'-9"
4 1/2" 12'-0" 4 1/2"
5'-9"
5'-0"
4 1/2"
4 1/2"
9"
7"
1'-6"
9"
1'-6"
Ø1" Pulling Iron(typ. 2)
Ø4" Duct Terminators
12"Ø x 3" Deep Sump DishWith 3/4"Ø Drain Plug
Ø1/2" Threaded
Embedded Inserts
All Concrete Shall Have A 28 Day Compressive Strength Of 4500 PSI.
Reinforcing Steel Shall Comply With ASTM A615 Grade 60 Rebar.
Bar Bending And Placement Shall Comply With The Latest ACI Standards.
Standard Structural Design Based On AASHTO HS 20 Wheel Loading.
-Optional Galvanized Steel Hardware Package-
"S" Brackets 24
"B" Brackets 16
47 Hole Racks 14
1/2" X 13 X 1 1/4" Bolts 40
1/2"X 13 Nuts 40
1/2" X 13 X 1 3/4" Bolts 72
8'-0" Hooked Ladder 1
1" Ø Butyl Rubber Rope Mastic Is Provided For Placement
Between Top And Bottom Sections Of Vault.
6", 12", & 24" High Grade
Adjustment Rings Available
Approximate Weight Total: ± 25,000 Lbs.
Bottom Section : ± 12,500 Lbs. Top Section: ± 12,500 Lbs.
12' x 5' x 6'-6" Type A Manhole
Corner"B" Bracket
Sidewall"S" Bracket PLAN VIEW
1'-0"
(800) 824-8351 (248) 887-4173 Fax: (248) 887-2755Advance Concrete Products Company
SECTION VIEWRIGHT END VIEW
3'-9"
3'-8"
Ø 3'-3"
2'-5"
6 9/16"
9"
6 9/16"
2'-2 7/8"7'-5"
6"
6'-6"
5"
47-HoleRack
6"
2'-0"
1'-6"
1'-0"
9"
9"
1'-6"
12'-9"
4 1/2" 12'-0" 4 1/2"
5'-9"
5'-0"
4 1/2"
4 1/2"
9"
7"
1'-6"
9"
1'-6"
Ø1" Pulling Iron(typ. 4)
Ø4" Duct Terminators
12"Ø x 3" Deep Sump DishWith 3/4"Ø Drain Plug
Ø1/2" Threaded
Embedded Inserts
All Concrete Shall Have A 28 Day Compressive Strength Of 4500 PSI.
Reinforcing Steel Shall Comply With ASTM A615 Grade 60 Rebar.
Bar Bending And Placement Shall Comply With The Latest ACI Standards.
Standard Structural Design Based On AASHTO HS 20 Wheel Loading.
-Optional Galvanized Steel Hardware Package-
"S" Brackets 24
"B" Brackets 8
47 Hole Racks 14
1/2" X 13 X 1 1/4" Bolts 32
1/2"X 13 Nuts 32
1/2" X 13 X 1 3/4" Bolts 56
8'-0" Hooked Ladder 1
1" Ø Butyl Rubber Rope Mastic Is Provided For Placement
Between Top And Bottom Sections Of Vault.
6", 12", & 24" High Grade
Adjustment Rings Available
Approximate Weight Total: ± 25,000 Lbs.
Bottom Section : ± 12,500 Lbs. Top Section: ± 12,500 Lbs.
12' x 5' x 6'-6" Type J Manhole
Corner"B" Bracket
Sidewall"S" Bracket PLAN VIEW
2'-0"
6 9/16" 9"
1'-0"
(800) 824-8351 (248) 887-4173 Fax: (248) 887-2755Advance Concrete Products Company
Ø 3'-3"
12'-10"
12'-0" 5"5"
7'-11
"
6"
7'-0"
5"
6'-10
"
5"
6'-0"
5"
SECTION VIEWRIGHT END VIEW
Ø1" Pulling Iron(typ. 2)
12"Ø x 3" Deep Sump DishWith 3/4"Ø Drain Plug
All Concrete Shall Have A 28 Day Compressive Strength Of 4500 PSI.
Reinforcing Steel Shall Comply With ASTM A615 Grade 60 Rebar.Bar Bending And Placement Shall Comply With The Latest ACI Standards.
Standard Structural Design Based On AASHTO HS 20 Wheel Loading.
-Hardware Provided-33" Vertical Racks 88'-0" Hooked Ladder 11/2"-13" x 3 1/2" SS Bolts 24
1" Ø Butyl Rubber Rope Mastic Is Provided For PlacementBetween Top And Bottom Sections Of Vault.
6", 12", & 24" High Grade Adjustment Rings Available
Approximate Weight Total: ± 28,500 Lbs.Bottom Section : ± 14,250 Lbs. Top Section: ± 14,250 Lbs.
12' x 6' x 7' Two-Way Manhole
4' -3"
3'-8"
10"
11 7/8"
11 7/8"
11 7/8"
11 7/8"
11 7/8"
1'-2 5/8"
2'-0"2'-0"
3'-0"
7"
1'-3
"
1'-0
"
3'-0" 3'-0"
3'-0"
7 1/2"
7 1/2"
11 1/2"
7 1/2"
3"
1'-6" 1'-6"
9"
3"
1'-6
"
5 1/4" 1'-3
"
10
1/2
"Sump Knock-Out with Plug
Ø5" Terminators
EJIW #1266 Frame and HD CastIron Cover with "DETROIT EDISON" Logo
PLAN VIEW(w/out frame & cover)
(800) 824-8351 (248) 887-4173 Fax: (248) 887-2755Advance Concrete Products Company
9"
1'-6"
2'-0"
1'-6"
1'-3"
1'-3"
9"
6 9/16"
6 9/16"
6 9/16"
6 9/16"
Ø 3'-3"
Ø1/2" Threaded EmbeddedInserts in Walls
Corner"B" Bracket
Sidewall"S" Bracket PLAN VIEW
12'-10"
12'-0" 5"5"
7'-11
"
6"
7'-0"
5"
6'-10
"
5"
6' -0"
5"
SECTION VIEWRIGHT END VIEW
Ø1" Pulling Iron(typ. 2)
Ø4" Duct Terminators
12"Ø x 3" Deep Sump DishWith 3/4"Ø Drain Plug
All Concrete Shall Have A 28 Day Compressive Strength Of 4500 PSI.
Reinforcing Steel Shall Comply With ASTM A615 Grade 60 Rebar.Bar Bending And Placement Shall Comply With The Latest ACI Standards.
Standard Structural Design Based On AASHTO HS 20 Wheel Loading.
-Optional Galvanized Steel Hardware Package-"S" Brackets 24"B" Brackets 1647 Hole Racks 141/2" X 13 X 1 1/4" Bolts 401/2"X 13 Nuts 401/2" X 13 X 1 3/4" Bolts 728'-0" Hooked Ladder 1
1" Ø Butyl Rubber Rope Mastic Is Provided For PlacementBetween Top And Bottom Sections Of Vault.
6", 12", & 24" High Grade Adjustment Rings Available
Approximate Weight Total: ± 28,500 Lbs.Bottom Section : ± 14,250 Lbs. Top Section: ± 14,250 Lbs.
9"
9"
6 9/16"9" 7"
9"
12' x 6' x 7' Type A-1 Manhole
7" 9"
9"
4'-4 1
/2"
3'-6 1
/ 2"
47-HoleRack
(800) 824-8351 (248) 887-4173 Fax: (248) 887-2755Advance Concrete Products Company
12"Ø x 3" Deep Sump DishWith 3/4"Ø Drain Plug
6 9/16"
6 9/16"
9"
1'-6"
2'-0"
1'-6"
1'-3"
1'-3"
6 9/16"
6 9/16"
Ø 3'-3"
Ø1/2" Threaded EmbeddedInserts in Walls
Corner"B" Bracket
Sidewall"S" Bracket PLAN VIEW
12'-10"
12'-0" 5"5"
7'-11
"
6"
7'-0"
5"
6' -10
"
5"
6'-0"
5"
SECTION VIEWRIGHT END VIEW
Ø1" Pulling Iron(typ. 4)
Ø4" Duct Terminators
9"
9"
6 9/16"9" 7"
9"
12' x 6' x 7' Type J3-1 Manhole
7" 9"
9"
4'-4 1
/2"
3'-6 1
/2"
6"
47-HoleRack
All Concrete Shall Have A 28 Day Compressive Strength Of 4500 PSI.
Reinforcing Steel Shall Comply With ASTM A615 Grade 60 Rebar.Bar Bending And Placement Shall Comply With The Latest ACI Standards.
Standard Structural Design Based On AASHTO HS 20 Wheel Loading.
-Optional Galvanized Steel Hardware Package-"S" Brackets 24"B" Brackets 847 Hole Racks 121/2" X 13 X 1 1/4" Bolts 641/2"X 13 Nuts 641/2" X 13 X 1 3/4" Bolts 328'-0" Hooked Ladder 1
1" Ø Butyl Rubber Rope Mastic Is Provided For PlacementBetween Top And Bottom Sections Of Vault.
6", 12", & 24" High Grade Adjustment Rings Available
Approximate Weight Total: ± 28,500 Lbs.Bottom Section : ± 14,250 Lbs. Top Section: ± 14,250 Lbs.
2'-0"
(800) 824-8351 (248) 887-4173 Fax: (248) 887-2755Advance Concrete Products Company
6 9/16"
6 9/16"
Ø 3'-3"
12'-10"
5" 12'-0" 5"
6'-1
0"
5"
5"
10
'-5
"
5"
9'-6
"6"
6 9/16"
6 9/16"
6 9/16"
6 9/16"
1'-6"
2'-0
"
6 9/16"
1'-6" 7"
1'-3
"9"
9"
6'-0
"
1'-3
"9"
1'-6"
END VIEWSECTION VIEW
PLAN VIEW
All Concrete Shall Have A 28 Day Compressive Strength Of 5000 PSI.
Reinforcing Steel Shall Comply With ASTM A615 Grade 60 Rebar.Bar Bending And Placement Shall Comply With The Latest ACI Standards.
Standard Structural Design Based On AASHTO HS 20 Wheel Loading.
- Optional Galvanized Steel Hardware Package - "S" Brackets 36"B" Brackets 2447 Hole Racks 1418 Hole Racks 141/2" X 13 X 1 1/4" Bolts 601/2"X 13 Nuts 601/2" X 13 X 1 3/4" Bolts 10011'-0" Hooked Ladder 1
1" Ø Butyl Rubber Rope Mastic Is Provided For PlacementBetween Top And Bottom Sections Of Vault.
6", 12", & 24" High Grade Adjustment Rings Available
Approximate Weight Total: ± 35,500 Lbs.Bottom Section : ± 14,000 Lbs. Top Section: ± 14,000 Lbs.
Mid Section:± 7,500 Lbs.
12' x 6' x 9'-6" Type A Manhole
"B" or Corner Bracket
Ø1/2" Threaded EmbeddedInserts in Walls
Ø4" Duct Terminators
12"Ø x 3" Deep Sump DishWith 3/4"Ø Drain Plug
Sidewall"S" Bracket
(800) 824-8351 (248) 887-4173 Fax: (248) 887-2755Advance Concrete Products Company
Ø1/2" Threaded EmbeddedInserts in Walls
11 7/8"
11 7/8"
11 7/8"
11 7/8"
1'-10" 1'-10"2'-0" 2'-0"
Ø 3'-3"
2'-6"
(8)Ø1/2" Inserts in Roofand Floor
10"
11 7/8"
1'-2 5/8" 7 5/8"7 5/8"
1'-6"
1'-0"
1'-0"
1'-0"
1'-0"
1'-6"
3'-0"
2'-0
"
8'-0
"
6"
7'-0
"6"
1'-4"
1'-6"
3'-0"
3"
7 5/8" horiz term spacing
3"
9"
1'-6
"
4'-5
"3'-7
"
12"Ø x 3" Deep Sump Dish
1"Ø PullingIron typ. (3)
Ø5" Duct Terminators
All Concrete Shall Have A 28 Day Compressive Strength Of 5000 PSI.
Reinforcing Steel Shall Comply With ASTM A615 Grade 60 Rebar.Bar Bending And Placement Shall Comply With The Latest ACI Standards.
Standard Structural Design Based On AASHTO HS 20 Wheel Loading.
Hot-dipped Galvanized Steel Hardware Or
Non-metallic Hardware Available
1" Ø Butyl Rubber Rope Mastic Is Provided For PlacementBetween Top And Bottom Sections Of Vault.
6", 12", & 24" High Grade Adjustment Rings Available
Approximate Weight Total: ± 45,000 Lbs.Bottom Section : ± 21,400 Lbs. Top Section: ± 23,600 Lbs.
13' x 9' x 7' Three-Way Manhole
END VIEW
PLAN VIEW
SECTION VIEW
Ø2" Ground Rod Holein floor (typ. 4)
14'-0"
6" 13'-0" 6"
10
'-0
"
6"
9'-0
"6"
6"
6"
1'-10"
1'-10"
cl
3'-11 7/8"
7'-11 3/4"
(800) 824-8351 (248) 887-4173 Fax: (248) 887-2755Advance Concrete Products Company
Ø1/2" Threaded EmbeddedInserts in Walls
11 7/8"
11 7/8"
11 7/8"
11 7/8"
1'-10" 1'-10"2'-0" 2'-0"
90"
6"
6"
1'-10"
1'-10"
45"
Ø 3'-3"2' -6"
Ø2" Ground Rod Holein floor (typ. 4)
(8)Ø1/2" Inserts in Roofand Floor
10"
11 7/8"
1'-2 5/8" 7 5/8"7 5/8"
1'-6"
1'-0"
1'-0"
1'-0"
1'-0"
1' -6"
3'-0"
2'-0
"
8'-0
"
6"
7'-0
"6"
1'-4"
1'-6"
3'-0"
3"
7 5/8" horiz term spacing
3"
9"
1'-6
"
4'-5
"3'-7
"
12"Ø x 3" Deep Sump Dish
1"Ø PullingIron typ. (3)
Ø5" Duct Terminators
All Concrete Shall Have A 28 Day Compressive Strength Of 5000 PSI.
Reinforcing Steel Shall Comply With ASTM A615 Grade 60 Rebar.
Bar Bending And Placement Shall Comply With The Latest ACI Standards.
Standard Structural Design Based On AASHTO HS 20 Wheel Loading.
Hot-dipped Galvanized Steel Hardware
Or
Non-metallic Hardware Available
1" Ø Butyl Rubber Rope Mastic Is Provided For Placement
Between Top And Bottom Sections Of Vault.
6", 12", & 24" High Grade
Adjustment Rings Available
Approximate Weight Total: ± 42,800 Lbs.
Bottom Section : ± 20,150 Lbs. Top Section: ± 22,650 Lbs.
14' x 7-6" x 7' Three-Way Manhole
END VIEW
PLAN VIEW
SECTION VIEW
15'-0"
6" 14'-0" 6"
8'-6
"
6"
7'-6
"6"
(800) 824-8351 (248) 887-4173 Fax: (248) 887-2755Advance Concrete Products Company
Ø 3'-3"
2'-0"
3'-0"
17'-0"
6" 16'-0" 6"
7"
7"
7"
1'-3"
6"
4'-0"
4'-0"
8' -0"
6"
7'-0"
6"
1' -0"
1'-0"7"7"7"
6"
2'-0"
3'-0"
1'-6"
47 HoleRack
END VIEWSECTION VIEW
PLAN VIEW
"S" or SidewallBracket
"B" or Corner Bracket
Ø1/2" Threaded EmbeddedInserts in Walls
12"Ø x 3" Deep Sump DishWith 3/4"Ø Drain Plug
1"Ø PullingIron typ. (4)
Ø4" Duct Terminators
All Concrete Shall Have A 28 Day Compressive Strength Of 4500 PSI.
Reinforcing Steel Shall Comply With ASTM A615 Grade 60 Rebar.Bar Bending And Placement Shall Comply With The Latest ACI Standards.
Standard Structural Design Based On AASHTO HS 20 Wheel Loading.
-Optional Galvanized Steel Hardware Package-"S" Brackets 24"B" Brackets 8
47 Hole Racks 121/2" X 13 X 1 1/4" Bolts 401/2"X 13 Nuts 401/2" X 13 X 1 3/4" Bolts 64
8'-0" Hooked Ladder 1
1" Ø Butyl Rubber Rope Mastic Is Provided For PlacementBetween Top And Bottom Sections Of Vault.
6", 12", & 24" High Grade Adjustment Rings Available
Approximate Weight Total: ± 41,900 Lbs.Bottom Section : ± 21,200 Lbs. Top Section: ± 20,700 Lbs.
16' x 6' x 7' Type J Manhole
7" 7" 7"
7'-0"
6"
6'-0"
6"