+ All Categories
Home > Documents > 4' x 4' x 7' Manhole - Advance Concrete Products · 4' x 4' x 7' Manhole 9"W x 1'-4"H Knockout...

4' x 4' x 7' Manhole - Advance Concrete Products · 4' x 4' x 7' Manhole 9"W x 1'-4"H Knockout...

Date post: 23-Apr-2018
Category:
Upload: buinguyet
View: 215 times
Download: 2 times
Share this document with a friend
21
(800) 824-8351 (248) 887-4173 Fax: (248) 887-2755 Advance 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. P L A N V I E W S E C T I O N V I E W E N D V I E W 4' x 4' x 7' Manhole 9"W x 1'-4"H Knockout 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 Dish With 3/4"Ø Drain Plug 3'-10 1/2" 4'-1 1/2" 1"Ø Pulling Iron typ. (2) Ø1/2" Threaded Embedded Inserts 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"
Transcript

(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"


Recommended