ELEVATION VIEW - Forterra

REGION, STATE

DATE SECT.PAGE

NORTH TX

2018

4'-0" ØROUND MANHOLE

EXTENDED BASE AS REQ'D

4'-0"∅

BASE

RISER(s)

INVERT

VARIES

ADJUSTMENT

RING & COVER

CONE

OPENING ECCENTRIC/CONCENTRIC

LOCATION 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

24"∅ OR 30"∅

SINGLE

OFFSET

JOINT

JOINT DETAIL

1.8.1

REGION, STATE

DATE SECT.PAGE

NORTH TX

2018

5'-0"ROUND MANHOLE

NOTE:





*8" & 12" THICK STANDARD BASE SLAB

BASE

RISER(s)

ECCENTRIC

TRANSITION CONE

ADJUSTMENT

RING & COVER

INVERT AS REQ'D

(1/2, 3/4, FULL)

24"∅ OR

VARIES

SEE JOINT DETAIL

5'-0" ∅

ELEVATION VIEW

PLAN VIEW

1'-6"

8"

5'-0" ∅

32''∅

2'-0"

32"∅30"∅

8" 6" 8"6"

8"

8" 6" 8"6"

60"∅ CONCENTRIC

CONE

RING & COVER

PLAN VIEW

BASE

RISER(s)

48"∅

8"

5'-0" ∅6" 6" 8"8"

48''∅

1'-6"

3'-0"

VARIES

VARIES

RING & COVER

BASE

RISER(s)

48"∅ ECCENTRIC

CONE

24"∅ OR30"∅

PLAN VIEW

48"∅ CONCENTRIC CONE

2'-6"

ELEVATION VIEW ELEVATION VIEW

8"

*

VARIES

BASE

RISER(s)

CONCENTRIC/ECCENTRIC

TOP SLAB

5'-0" ∅

ELEVATION VIEW

8" 6" 8"6"

24"∅ OR30"∅

RING & COVER

PLAN VIEW

ECCENTRIC

TRANSITION CONE

SINGLE

OFFSET

JOINT

SEE JOINT DETAIL

JOINT DETAIL

ADJUSTMENT

ADJUSTMENT

ADJUSTMENT

1.8.2

REGION, STATE

DATE SECT.PAGE

NORTH TX

2018

6'-0"ROUND MANHOLE

NOTE:





*8" & 12" THICK STANDARD BASE SLAB

BASE

RISER(s)

ECCENTRIC

TRANSITION CONE

RING & COVER

INVERT AS REQ'D

(1/2, 3/4, FULL)

24"∅ OR

VARIES

SEE JOINT DETAIL

6'-0" ∅

ELEVATION VIEW

PLAN VIEW

2'-0"

30"∅

7" 7"

8"

48"∅

24"∅ OR30"∅

PLAN VIEW

48"∅ CONCENTRIC CONE

2'-6"

8"

48''∅

2'-0"

24''∅

3'-0"

VARIES

RING & COVER

BASE

RISER(s)

48"∅ ECCENTRIC CONE

ELEVATION VIEW

8"

24''∅

*

VARIES

8"

ELEVATION VIEW

ADJUSTMENT

RING & COVER

CONCENTRIC/ECCENTRIC

TOP SLAB

BASE

RISER(s)

24"∅ OR30"∅

8" 8" 6'-0" ∅7" 7"8" 8" 6'-0" ∅7" 7"8" 8"

ECCENTRIC

TRANSITION CONE

SINGLE

OFFSET

JOINT

JOINT DETAIL

PLAN VIEW

ADJUSTMENT

ADJUSTMENT

1.8.3

REGION, STATE

DATE SECT.PAGE

NORTH TX

2018

7'-0" TO 12'-0" ØROUND MANHOLE

NOTE:

-52"∅ MAX. HOLE FOR PIPE CONNECTION FOR 7' MANHOLE








BASE

RISER(s)

48"∅ RISER(s)

TOP OR TRANSITION

EXTENDED BASE AS REQ'D

ADJUSTMENT

RING & COVER

ECCENTRIC/CONCENTRIC

LOCATION AS REQ'DCONE

INVERT AS REQ'D

(1/2, 3/4, FULL)

24"∅ OR 30"

VARIES

OPTIONAL

TRANSITION

TOP SLAB

SEE JOINT DETAIL

7'-0" TO 12'-0"∅

ELEVATION VIEW

PLAN VIEW

MANHOLE

SIZE WALL

7'-0"∅ 8.75"8'-0"∅ 9.75"10'-0"∅ 11.75"12'-0"∅ 11.75"

SEE JOINT DETAIL

CONFINED

GROOVE

JOINT

SINGLE

OFFSET

JOINT

JOINT DETAIL

1.8.4

REGION, STATE

DATE SECT.PAGE

NORTH TX

2018

3'-0" x 3'-0"MANHOLE OUTSIDE PAVEMENT

36"∅ TWKO

(4 SIDES)

6"3'-0"6"

3'-6"

6"

KNOCKOUT BASE

WEIGHT 3,725#

6"

3'-0"

6"

A

PLAN VIEW

SIDE VIEW

6"3'-0"6"

6" MANHOLE COVER TOPSLAB

975# OR 850#

* 24"∅ & 30"∅

RING & COVER

NOTE:

-MAX. PIPE CONNECTION: 27"∅ RCP AT 0° SKEW

-MADE IN ACCORDANCE WITH ASTM C913

-STEEL REINFORCEMENT: ASTM A615 GRADE 60 OR EQ. ASTM A1064 WWR

-MAX BURIAL DEPTH 25'-0" FROM INSIDE FLOOR TO FINISHED GRADE

-PER TxDOT PRECAST BASE DETAIL TYPE 'PB' JANUARY 2015.

-STEPS NOT AVAILABLE

-NUMEROUS RING & COVER LOCATIONS & OPTIONS ARE AVAILABLE.

-RING CAST INTO SLAB TOP

RISER SECTION

OPTIONAL

RISER

A WEIGHT

1'-0" 1,075#

1'-6" 1,600#

2'-0" 2,150#

3'-0" 3,225#

1.8.5

NOTE:





-PER TxDOT PRECAST BASE DETAIL TYPE 'PB' JANUARY 2015


-NUMEROUS SLAB TOP OPENING LOCATIONS ARE AVAILABLE

REGION, STATE

DATE SECT.PAGE

NORTH TX

2018

3'-0" x 3'-0"MANHOLE UNDER PAVEMENT

36"∅ TWKO

(4 SIDES)

6"3'-0"6"

3'-6"

6"

KNOCKOUT BASE

WEIGHT 3,725#

6"

3'-0"

6"

A

PLAN VIEW

SIDE VIEW

6"3'-0"6"

6" TOPSLAB w/ ROUND OPENING

975# OR 850#

24"∅ or 30"∅

RISER SECTION

OPTIONAL

RISER

A WEIGHT

1'-0" 1,075#

1'-6" 1,600#

2'-0" 2,150#

3'-0" 3,225#

1.8.6

NOTE:







-NUMEROUS RING & COVER LOCATIONS & OPTIONS ARE AVAILABLE.

-RING CAST INTO SLAB TOP

REGION, STATE

DATE SECT.PAGE

NORTH TX

2018

4'-0" x 4'-0"MANHOLE OUTSIDE PAVEMENT

4'-6"

6"

KNOCKOUT BASE

WEIGHT 6,000#

A

SIDE VIEW* 24"∅ & 30"∅

RING & COVER

6"4'-0"6"

6"

4'-0"

6"

4'-0"

PLAN VIEW6"6"

48"∅ TWKO

(4 SIDES)

6" MANHOLE COVER TOPSLAB

RISER SECTION

OPTIONAL

RISER

A WEIGHT

1'-0" 1,375#

1'-6" 2,075#

2'-0" 2,750#

3'-0" 4,125#

1.8.7

NOTE:








REGION, STATE

DATE SECT.PAGE

NORTH TX

2018


4'-6"

6"

KNOCKOUT BASE

WEIGHT 6,000#

A

SIDE VIEW

6"4'-0"6"

6"

4'-0"

6"

4'-0"

PLAN VIEW

6"6"

48"∅ TWKO

(4 SIDES)

6" TOPSLAB w/ ROUND OPENING

24"∅ or 30"∅

RISER SECTION

OPTIONAL

RISER

A WEIGHT

1'-0" 1,375#

1'-6" 2,075#

2'-0" 2,750#

3'-0" 4,125#

1.8.8

6"

5'-0"

6"

60"∅ TWKO

(4 SIDES)

5'-6"

6"

A6"

PLAN VIEW

6"5'-0"6"

SIDE VIEW

6"5'-0"6"

TOPSLAB w/ ROUND OPENING

KNOCKOUT BASE

WEIGHT 9,025#

NOTE:








REGION, STATE

DATE SECT.PAGE

NORTH TX

2018


24"∅ or 30"∅

RISER SECTION

OPTIONAL

RISER

A WEIGHT

1'-0" 1,675#

1'-6" 2,525#

2'-0" 3,375#

3'-0" 5,050#

1.8.9

ELEVATION VIEW - Forterra

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