Count atea orporation 240 tter Falls Trail (north of wy

Page 1

County Materials Corporation240 Otter Falls Trail (north of Hwy. 29) • PO Box 100 • Marathon, WI 54448-0100(715) 443-6162 • fax (715) 443-2318 • toll free (888) 443-6162www.countymaterials.com

Wisconsin Pipe Product Catalog Table of Contents

Section A: Storm Sewer Systems

Drawing #: Page Description

A1 Reinforced Concrete Pipe

A3 Storm Manhole Sizing Chart (48" - 96")

A3.1 Storm Manhole Sizing Chart (108" - 144")

A4 48" Diameter Storm Manhole

A4.1 48" X 48" Square Storm Manhole

A4.2 Type 46 Storm Inlet



A7 Storm Reduction Manhole

A8 Reduction Cover

A9 Storm Tee Manhole

A10 2' X 3' Storm Inlet Box

A10.1 2' X 3' Storm Catch Basin

A11 Median 1 Grate Inlet

A12 Median 2 Grate Inlet

A13 Median 2 Grate Inlet (with 72” Manhole)

A13.1 Median 4 Grate Inlet

A14 42" Diameter Storm Catch Basin



A17 Small Storm Catch Basins

A18 Concrete Apron Endwalls

A18.1 96” RC Endwalls

A18.2 6” Concrete Endwall

A19 Concrete Elliptical Endwalls

A19.1 63” x 98” RC Endwalls




A20 Galvanized Trash Guards

A21 Concrete Pipe Fittings – Wyes, Tees & Transitions

A22 Concrete Pipe Fittings – Pipe Plugs / Caps & Fabricated Bends

Page 2


Wisconsin Pipe Product Catalog Table of Contents (cont.)

A26 6:1 Slope 18" Concrete Endwall

A27 6:1 Slope 24" Concrete Endwall

A29 Precast Concrete Box Culvert Sizes Sheet

A30 Precast Concrete Box Culvert End Sections

Section B: Sanitary Sewer Systems

Drawing #: Page Description

B1 Sanitary Manhole Sizing Chart

B2 Standard Sanitary Manhole

B3 Shallow Sanitary Manhole

B4 Sanitary Reduction Manhole

B5 Reduction Cover

B9 Combined Lift Station (72”)

B10 Combined Lift Station (72” – Cont.)

B11 Combined Lift Station (96")

B12 Combined Lift Station (96" – Cont.)

B13 Sanitary Drop Manhole Pieces

Page 3


Drawing #: A1 Date: 0109

Storm Sewer Systems Reinforced Concrete Pipe

REINFORCED CONCRETE PIPE – ROUND – GASKET JOINT – ASTM C-76INSIDE

DIAMETER1000-D CLASS II

1350-D CLASS III

2000-D CLASS IV

3000-D CLASS V

ENDWALL COST

GALVANIZED PIPE GRATES

ENDWALL WEIGHT

PIPE WEIGHT

WALL THICKNESS

MAXIMUM LOAD

INCHES $ / FT $ / FT $ / FT $ / FT $ / EA $ / EA LBS LBS / FT INCHES FT / TRUCK

12” PLEASE CALL FOR PRICING 1200 105 2” 384’15” 1800 145 2 1/4” 320’18” 2000 185 2 1/2” 240’21” 1360 255 2 3/4” 176’24” 3080 310 3” 144’27” 3280 375 3 1/4” 112’30” 3800 435 3 1/2” 104’33” – 510 4 1/2” 88’36” 4100 595 4” 72’42” 5380 685 4 1/2” 64’48” 6550 890 5” 48’54” 8240 1270 6 1/4” 32’60” 8730 1530 6 3/4” 32’66” 11500 1740 7 1/4” 24’72” 13300 2100 7 3/4” 16’78” – 2350 8 1/4” 16’84” 18160 2480 8” 16’96” – 3080 9” 16’

108” – 4170 10” 8’120” – 4875 11” 8’144” PLEASE CALL FOR PRICING – 6200 12” 6’

REINFORCED CONCRETE PIPE – ROUND – GASKET JOINT – ASTM C-76 HE – HORIZONTAL ELLIPTICAL VE – VERTICAL ELLIPTICAL

RISE & SPAN EQUIV. ROUND

800-D HE-I

1000-D HE-II

1350-D HE-III

2000-D HE-IV

ENDWALL COST

GALVANIZED PIPE GRATES

PIPE WEIGHT

WALL THICKNESS

MAXIMUM LOAD

INCHES INCHES $ / FT $ / FT $ / FT $ / FT $ / EA $ / EA LBS / FT INCHES FT / TRUCK

14” x 23” 18” PLEASE CALL FOR PRICING 195 2 3/4” 224’19” x 30” 24” 340 3 1/4” 128’24” x 38” 30” 430 3 3/4” 104’29” x 45” 36” 625 4 1/2” 72’34” x 53” 42” 850 5” 56’38” x 60” 48” 1088 5 1/2” 40’43” x 68” 54” 1348 6” 32’48” x 76” 60” 1555 6 1/2” 24’53” x 83” 66” 1885 7” 22’58” x 91” 72” 2040 7 1/2” 24’63” x 98” 78” 2565 8” 15’

68” x 106” 84” 2860 8 1/2” 15’72” x 113” 90” PLEASE CALL FOR PRICING 3100 9” 16’77” x 121” 96” 3810 9 1/2” 12’87” x 136” 108” 4350 10” 8’96” x 151” 120” 5187 11” 8’

• CUSTOMER UNLOADS ALL HE & 96”, 108”, 120”, and 144” PIPE

• ALL PIPE MANUFACTURED IN 6’ & 8” LENGTHS ONLY.

• GASKET LUBRICANT (NOT INCLUDED IN PIPE PRICE)

• 3/4” JOINT TIE ASSEMBLY (12” RCP – 60” RCP)

• 1” JOINT TIE ASSEMBLY (66” RCP – 120” RCP)

• ALL PRICES F.O.B. PLANT, FREIGHT ALLOWED WITHIN 75 MILES OF PLANT, DELIVERED TO NEAREST ACCESSIBLE POINT BY TRUCK UNDER ITS OWN POWER IN TRUCKLOAD LOT. LESS THAN FULL LOADS SUBJECT TO A DELIVERY CHARGE. UNLOADING TIME IN EXCESS OF 1 HR BILLED @ 250 / HR

• PRICES SUBJECT TO CHCANGE WITHOUT NOTICE

Page 4



Storm Sewer Systems Storm Manhole Sizing Chart

(48" - 96")

MANHOLEDIAMETER

MAXIMUM PIPE SIZE FOR PRECAST STRUCTURESSTRAIGHT RIGHT ANGLE

24" RCP 24" RCP48" 18" RCP

18" RCP

60" 24" RCP

24" RCP

36" RCP36" RCP

36"42"RCP RCP

42"RCP

RCP36"

84" RCP48"

RCP48"

RCP42"

36"RCP

RCP60"

RCP60" 42"

RCP42"

96"PRECAST MANHOLE SIZING CHART A31/8" = 1'-0"

JANUARY 2008

SCALE:PLATE:

DATE:

72"

RCP

Page 5


Drawing #: A3.1 Date: 0109

Storm Sewer Systems Storm Manhole Sizing Chart

(108" - 144")

DIAMETERMANHOLE

RIGHT ANGLEMAXIMUM PIPE SIZE FOR PRECAST STRUCTURES

STRAIGHT

108" RCP66" 54"

RCP66"RCP

54" RCP

(BASED ON 8'-0" RISER HEIGHT)

120" RCPRCP72" 72"

RCP

60" RCP

60"

(BASED ON 8'-0" RISER HEIGHT)

144" PLEASE CALL FOR ASSISTANCE

(6'-0" MAX RISER HEIGHT)

PRECAST MANHOLE SIZING CHART A3.11/8" = 1'-0"

JANUARY 2008

SCALE:PLATE:

DATE:

Page 6



Storm Sewer Systems 48" Diameter Storm Manhole

* STEP - STEEL, PLASTIC COATED, 16" ON CENTER* ALL REINFORCING DESIGNED FOR 1" MIN. COVER

* MANUFACTURED TO ASTM C-478 SPECIFICATIONS

SPECIFICATIONS:

* CONCRETE STRENGTH - 4000 P.S.I.

* SEE PRECAST MANHOLE SIZING CHART FOR MAXIMUM

* STEEL DESIGN IN ACCORDANCE WITH A.S.T.M. C-478

ALLOWABLE PIPE SIZE PER MANHOLE DIAMETER

5" WALL

66" x 6" PRECAST BASE

VARIESPER RCP

58" x 8" FLAT TOP W/ 27"OR 2' x 3' HOLE

PRECAST CONE IFDEPTH ALLOWS

(D.O.T. MH, TYPE 1)48" DIAMETER STORM MANHOLE A43/8" = 1'-0"

JANUARY 2008

SCALE:PLATE:

DATE:

DEP

TH V

ARI

ES P

ER P

LAN

CUTOUT

3'-0" CONE

48" DIA.

Page 7



Storm Sewer Systems 48" X 48" Square Storm Manhole



SPECIFICATIONS:


72" x 72" x 8" PRECAST BASE

VARIESPER RCP

60" x 60" x 8" FLAT TOPw/ 27" OR 2' x 3' HOLE

27" HOLE

48"x48" SQUARE STORM MANHOLE A4.13/8" = 1'-0"

JANUARY 2008

SCALE:PLATE:

DATE:

DEP

TH V

ARI

ES P

ER P

LAN

(5'-2

" MAX

RIS

ER)

48" x 48"SQUARE6" WALL

CUTOUT

Page 8



Storm Sewer Systems 4’ x 6’ Storm Inlet

* PRECAST BASE SECTION 5500 LBS.* PRECAST FLAT TOP SECTION 4000 LBS.* RISER SECTION WEIGHT = 2300 LBS./VERT. FT.* #4 REINFORCING BARS 12" C-C BOTH WAYS IN RISER SECTIONS* #4 REINFORCING BARS 6" C-C BOTH WAYS IN BASE & FLAT TOP* MANUFACTURED TO ASTM C-478 SPECIFICATIONSSPECIFICATIONS

HOLE27"

MAX

HOLE2' X 3'

* NOTE: MAX. ALLOWABLE PIPE SIZE = 36" RCP

TYPE 46 INLET A4.23/8" = 1'-0"

DATE: JANUARY 2008

SCALE:PLATE:

VARI

ABL

E

6'-0"

100"

4'-0"

76"

4'-1

0"8"

8" 8"

8"

12"

Page 9






SPECIFICATIONS:






VARIESPER RCP


60" DIAMETER STORM MANHOLE A53/8" = 1'-0"

JANUARY 2008

SCALE:PLATE:

DATE:

DEP

TH V

ARI

ES P

ER P

LAN

CUTOUT

60" DIA.6" WALL

Page 10






SPECIFICATIONS:






VARIESPER RCP


(D.O.T. MH, TYPE 3)72" DIAMETER STORM MANHOLE A63/8" = 1'-0"

JANUARY 2008

SCALE:PLATE:

DATE:

DEP

TH V

ARI

ES P

ER P

LAN

CUTOUT

72" DIA.7" WALL

Page 11



Storm Sewer Systems Storm Reduction Manhole

PREC

AST

CO

NE

1'-0

", 1'

-4",

2'-0

",

C-478

SPECIFICATIONS:

* STEEL DESIGN IN ACCORDANCE WITH A.S.T.M.


* ALL REINFORCING DESIGNED FOR 1" MIN. COVER* STEP - STEEL, PLASTIC COATED, 16" ON CENTER


* SEE DETAIL FOR REDUCTION COVER DATA* SEE PRECAST MANHOLE SIZING CHART FOR MAXIMUM


2'-8

", 4'

-0",

5'-4

"

VARIESPER RCP

STORM REDUCTION MANHOLE A73/8" = 1'-0"

JANUARY 2008

SCALE:PLATE:

DATE:

4'-0

", 6'

-0",

8'-0

" TYP

.

4" MIN.

PER DIAMETER

8" M

IN.

CUTOUT

3'-0

"

60", 72", 84", 96", 108",120", 144" DIAMETER

STO

CK R

ISER

S

SEE PLATE A8

48" DIA.

27" DIA.

Page 12



Storm Sewer Systems Reduction Cover

10" THICK FOR 60", 72"12" THICK FOR 84", 96"

C-478

SPECIFICATIONS:





120", 144" DIAMETER MANHOLE

14" THICK FOR 108", 120", 144"

REDUCTION COVER A81/2" = 1'-0"

JANUARY 2008

SCALE:PLATE:

DATE:

60", 72", 84", 96", 108"

48" DIA.

VARI

ES

Page 13



Storm Sewer Systems Storm Tee Manhole

MH RISER

MH RISER

MIN

.

PIPE DIAMETER

27" OR 2' x 3' HOLE58" x 8" FLAT TOP W/

DEPTH ALLOWSPRECAST CONE IF





SPECIFICATIONS:

C-478

PLAN

SECTIONPROFILE

FLOW

MH RISER

PIPE

DIA

MET

ER

(D.O.T. MH, TYPE 6)

(6'-0" FOR 144")

(6'-0

" FO

R 14

4")

(3'-0

" FO

R 14

4")

TEE MANHOLE A91/4" = 1'-0"

JANUARY 2008

SCALE:PLATE:

DATE:

48" -

144

"

48" - 144"

8'-0"

VARI

ABL

E12

"

48" DIA.

4'-0

"

8'-0

"

48" DIA.

48" DIA.

Page 14



Storm Sewer Systems 2' X 3' Storm Inlet Box

* STOCK INLET BOXES AVAILABLE IN 24", 30", 36", 42" HEIGHTS WITH ONE 20" HOLE AND TWO PARTIAL

* 2'x3'x2, 4” & 6” ADJUSTING SQUARES AVAILABLE* 2'x3' RISERS AVAILABLE (12" - 60" HEIGHTS)

PLAN

PROFILE

24" MAX.

SPECIFICATIONS

* 2'x3' RISER = 725LBS/FT, ADD 700LBS FOR MONO BASE


HOLES ROUGH CUT

(D.O.T. INL, TYPE 3)

RCP PIPE12

" MAX

.RC

P PI

PE

2'x3' INLET BOX A103/4" = 1'-0"

JANUARY 2008

SCALE:PLATE:

DATE:

18" -

72"

TALL

(3" I

NCR

EMEN

TS)

2'-0

"

3'-0"

Page 15



Storm Sewer Systems 2' X 3' Storm Catch Basin

- NO REDUCING FLAT TOP TO FIT "H" CASTING - MONO BASE CONSTRUCTION

3. SMALLER "FOOTPRINT" TO FIT - READILY AVAILABLE

TIGHT CURB LINE UTILITY AREAS

PLAN

PROFILE

ALTERNATE DESIGN OF A CATCH BASIN, TYPE 2

4. MANUFACTURED TO ASTM C-913 SPECIFICATIONS

1. ONE PIECE SET

2. "STANDARD" SIZE STRUCTURE

2'x3' INLET BOX w/ SUMP A10.13/4" = 1'-0"

JANUARY 2008

SCALE:PLATE:

DATE:

(D.O.T. INLET, TYPE 3 - MODIFIED)

72" M

AX.

(3" I

NCR

EMEN

TS)

AS

SPEC

IFIE

D

AS"

SPEC

IFIE

D

2'-0

"

3'-0"

Page 16



Storm Sewer Systems Median 1 Grate Inlet


* 1260 LBS./VERTICAL FT., ADD 700 LBS. FOR

SPECIFICATIONS

CAST IN BASE

PROFILE

PLAN

INLET, TYPE 8 A111/2" = 1'-0"

JANUARY 2008

SCALE:PLATE:

DATE:

4"

2'-6"

6'-0

" MAX

.

8" 8"

8"

3'-10"

2'-10½"

5¾"

3'-1

0"

2'-1

0½"

5¾"

5¾"

8" WALL

5¾"

Page 17




SPECIFICATIONS* MANUFACTURED TO ASTM C-913 SPECIFICATIONS* 1840 LBS./VERTICAL FT., ADD 1350 LBS. FOR CAST IN BASE

PROFILE

PLAN

INLET, TYPE 9 A121/2" = 1'-0"

JANUARY 2008

SCALE:PLATE:

DATE:

4"2'-10¼"

6'-8"

5'-4"

6'-0

" MAX

IMU

M

8"

5¾"

3'-1

0"

2'-1

0½"

5¾"

8"

8"

8" WALL

2'-10¼"

2¼"

Page 18



Storm Sewer Systems Median 2 Grate Inlet W/ 72" Manhole

SPECIFICATIONS* MANUFACTURED TO ASTM C-478* APPLICATIONS:

1. DEEP STORM SEWER DESIGN 2. CULVERT DIAMETER EXCEEDS

PRECAST OPTION IN TYPE 9

TYPE 9 INLET RISER1'-0" HIGH MIN.

86" x 10" REDUCTION COVER W/ OPENING

72" DIA. MANHOLE


BOTTOM W/ CUTOUTSFOR CULVERT PIPE

STRUCTURE

VARIESPER RCP

INLET, TYPE 9 w/ 72" MANHOLE A131/2" = 1'-0"

JANUARY 2008

SCALE:PLATE:

DATE:

1'-0

" MIN

.VA

RIES

PER

PLA

N

CUTOUT

72" DIA.

5'-4"2'

-6"

Page 19




SPECIFICATIONS* MANUFACTURED TO ASTM C-478 SPECIFICATIONS* #4 REINFORCING BARS 12"C-C * 5830 LBS EACH

PROFILE

PLAN

INLET, TYPE 11 A13.11/2" = 1'-0"

JANUARY 2008

SCALE:PLATE:

DATE:

REQUIRES 4-MS GRATES18" RCP MAXIMUM PIPE SIZE

11'-4"

12-0"

3'-9

¼"

1'-0"

3'-6

"

6"

6"

2¼"

1'-1

1"3"

2'-1

0½"

2'-6

"

Page 20



Storm Sewer Systems 42" Diameter Storm Catch Basin

52" x 6" COVERW/ 2' x 3' HOLE

60" x 6" BASE

42" CATCH BASIN

* CONCRETE STRENGTH - 4000 P.S.I.* ALL REINFORCING DESIGNED FOR 1" MIN. COVER

* MANUFACTURED TO ASTM C-478 SPECIFICATIONSSPECIFICATIONS:

(D.O.T. INLET, TYPE 3-ROUND OPTION)42" DIAMETER CATCH BASIN A143/4" = 1'-0"

JANUARY 2008

SCALE:PLATE:

DATE:

42" DIA.

18" RCP MAX

SUMP VARIES

4½" WALL

Page 21




44" x 6" COVERW/ 27" HOLE

52" x 6" BASE

36" CATCH BASIN



SPECIFICATIONS:

(D.O.T. CATCH BASIN, TYPE 2)36" DIAMETER CATCH BASIN A153/4" = 1'-0"

JANUARY 2008

SCALE:PLATE:

DATE:

SUMP VARIES

27" HOLE

36"4" WALL

Page 22




44" x 6" BASE

30" CATCH BASIN



SPECIFICATIONS:

(D.O.T. INLET, TYPE 1)30" DIAMETER CATCH BASIN A163/4" = 1'-0"

JANUARY 2008

SCALE:PLATE:

DATE:

30" DIA.

SUMP VARIES

3½" WALL

37" x 6" COVER w/27" HOLE

Page 23



Storm Sewer Systems Small Storm Catch Basins

38" x 6" BASE

CAST IRON GRATE

24" CATCH BASIN

4" ROUGH CUTOUT

FITS IN BELL END

FITS IN BELL END

12" C-14 NON-REINFORCEDCATCH BASIN

CAST IRON GRATE

SMALL CATCH BASINS A171/2" = 1'-0"

JANUARY 2008

SCALE:PLATE:

DATE:

4'

Page 24



Storm Sewer Systems Concrete Apron Endwalls

NOTE: 96” ENDWALL IS NOT FLARED

7372⁷⁄

7373½

73½73½

9897¾

9898¼

73½

99

995½

36

35

72

60

7

6

78

60

21

39

462762¼15

10½9½

123½30

424854

36214½

5 2427

4 15

2724

1821 2¾

3¼3

2½ 99

54 19¾

637265

6335

33¼26

34¾

43½49½

2736 37½

2430

46

DIMENSIONS IN INCHES

LONGITUDINAL SECTION

DIA.

12

T

2 4

BA

24

C

48⁷⁄

5½

2 TO 1

2 TO 1

108 6

96 5

3 TO 130 2¼

2.4 TO 1

3 TO 13 TO 1

3 TO 1

3 TO 1

3 TO 13 TO 1

3 TO 1

3 TO 1

60 3½

4½7884 590

72 4

3¼

2¾2½

5448 3

3642

3 TO 1

SLOPE

APPROX.

GED

24 2

END VIEW

PLAN VIEW

1SLOPE

OPTIONAL DESIGN

66 9¼ 30 72 2 TO 130½ 102½ 102 6½

84 8 28 92 1.5 TO 117 109 120 796 9 56 90½ 1.5 TO 124½ 115 96 9

CONCRETE APRON ENDWALLS A18NONE

JANUARY 2008

SCALE:PLATE:

DATE:

D

BC

T

A

G

E

TDIAMETER

G

Page 25



Storm Sewer Systems 96” RC Endwalls

Page 26



Storm Sewer Systems 6" Concrete Endwall

6" CONCRETE ENDWALL 19.11"=1'-0"

JANUARY 2008

SCALE:PLATE:

DATE:

PROFILE VIEW

PLAN VIEW

47"

46"

1¾"1"

3¼"

7"8"14½"

2"

4½"

7"8"14"15"

3"

½"

13¾"

2½"

12½"

Page 27



Storm Sewer Systems Concrete Elliptical Endwalls

24303642485460

18 2330384553606876

1419242934384348

2¾3¼3¾4½55½66½

7½ 8½ 9½111⁄815¾2125½30

2739546060606060

4533182436363636

7272728496969696

3648607278849096

3 TO 13 TO 12.5 TO 1

3 TO 1DIA. SPAN RISE CAT B SLOPEED

APPROX.

2.5 TO 12.5 TO 12.5 TO 12.5 TO 1

DIMENSIONS IN INCHESEQUIV.

SLOPE1

END VIEWLONGITUDINAL SECTION

PLAN VIEWOPTIONAL DESIGN

96336336589172 2.5 TO 1108790 113 72 9 36½ 58 38 96 113 1.6 TO 1

NOTE: 90" HE ENDWALL IS NOT FLARED

CONCRETE ELLIPTICAL ENDWALLS A19NONE

JANUARY 2008

SCALE:PLATE:

DATE:

RISE

A

SPAN

T

C

T

E

DB

Page 28



Storm Sewer Systems 63” x 98” RC Endwalls

Page 29




Page 30




Page 31




Page 32



Storm Sewer Systems Galvanized Trash Guards

* 6" SPACING MAX.

* HINGED CONNECTOR PLATE w/ ANCHOR ATTACHED AT THREE POINTS TO ENDWALL

12"

42"

36"

30"

21"

27"

24"

18"

15"

5⁄8"

5⁄8"

5⁄8"¾"

72"

48"

54"

60"

¾"

¾"

¾"

1"

1"

1"

¾"

1"

1"

1¼"

1¼"

1¼"

5⁄8"

5⁄8"

5⁄8"

5⁄8"

5⁄8"

5⁄8"

5⁄8"

5⁄8"

5⁄8"

5⁄8"

DIAMETERSIZEBAR ANCHORENDWALL

DIAMETER

84" 1¼" 5⁄8"

66" 1¼" 5⁄8"

HHEIGHT

4"

6"

8"

7"

7"

7"

6"

4"

5"

5"

5"

6"

3"

4"

2½" 14" x 23”

48" x 76”

43" x 68”

29" x 45”

38" x 60”

34" x 53”

24" x 38”

19" x 30”

5⁄8"

5⁄8"¾"

¾"

1"

1"

1"

1"

1"

1"

5⁄8"

5⁄8"

5⁄8"

5⁄8"

5⁄8"

5⁄8"

DIAMETERSIZEBAR

IDEQUIVALENT ANCHORENDWALL

DIAMETERH

HEIGHT

5"

6"

6"

6"

7"

4"

5"

3"

36"

42"

48"

54"

60"

24"

30"

18"

GALVANIZED TRASH GUARD A20NONE

JANUARY 2008

SCALE:PLATE:

DATE:

H

Page 33



Storm Sewer Systems Concrete Pipe Fittings

– Wyes, Tees, & Transitions

NOTE: MAINLINE PIPE 8'-0" LENGTHS

MAINLINE W/ TEE

MAINLINE W/ WYE

MAINLINE TRANSITION

CONCRETE PIPE FITTINGS A21NONE

JANUARY 2008

SCALE:PLATE:

DATE:

Page 34



Storm Sewer Systems Concrete Pipe Fittings

– Pipe Plugs / Caps & Fabricated Bends

FLOW

BELL SPIGOTPLUG CAP

FLOW

* TOTAL LENGTH OF RCP BEND TO BE L1+L2 = 8'-0"

FABRICATED BENDS

SPIGOT CAPS & BELL PLUGS

CONCRETE PIPE FITTINGS A22NONE

JANUARY 2008

SCALE:PLATE:

DATE:

L1

90° TO 180°

L2

Page 35



Storm Sewer Systems 6:1 Slope 18" Concrete Endwall

3" DIA. GALV. BARS

1

OPTIONAL

6

C-478

SPECIFICATIONS:



* ALL REINFORCING DESIGNED FOR 1" MIN. COVER* GALVANIZED BARS ARE OPTIONAL PER SPECIFICATIONS


SECTION VIEW

PLAN VIEW

END VIEW

6:1 SLOPE 18" CONCRETE ENDWALL A261/2" = 1'-0"

JANUARY 2008

SCALE:PLATE:

DATE:

2'-0

"

18" D

IA.

2' TYP.

2'-0"8'-4"

2½"

18"

19½

"

Page 36



Storm Sewer Systems 6:1 Slope 24" Concrete Endwall

C-478 * ALL REINFORCING DESIGNED FOR 1" MIN. COVER* GALVANIZED BARS ARE OPTIONAL PER SPECIFICATIONS

SPECIFICATIONS:

* STEEL DESIGN IN ACCORDANCE WITH A.S.T.M.* CONCRETE STRENGTH - 4000 P.S.I.* MANUFACTURED TO ASTM C-76 SPECIFICATIONS

SECTION VIEW END VIEW

PLAN VIEW

OPTIONAL

16

3" DIA. GALV. BARS

6:1 SLOPE 24" CONCRETE ENDWALL A271/2" = 1'-0"

JANUARY 2008

SCALE:PLATE:

DATE:

2'-6

"24

" DIA

.2' TYP.

2'-6"11'-0"

6"

3"

23¾

"

26¾

"

Page 37



Storm Sewer Systems Precast Concrete Box

Culvert Sizes Sheet

Size Span x Rise

Approx. Equivalent Round Dia.

Approx. Water Area/Sq. Ft.

Approx. Weight/L. Ft.

ASTM C1433 Price/Ft.

2:1 Type 1End Section

Precast Dropwall

4’ x 3’ 42” 11.65 1320

6’ x 3’ 60” 16 1870

6’ x 4’ 6’ 6” 22 2070

6’ x 5’ 72” 28 2240

6’ x 6’ 2 @ 60” 34 2420

8’ x 4’ 2 @ 60” 30 3190

8’ x 5’ 2 @ 60” 38 3390

8’ x 6’ 2 @ 66” 46 3590

8’ x 7’ 3 @ 60” 54 3790

8’ x 8’ 3 @ 60” 62 3990

10’ x 4’ 3 @ 48” 38 3660

10’ x 5’ 4 @ 48” 48 3860

10’ x 6’ 3 @ 60” 58 4060

10’ x 7’ 3 @ 66” 68 4260

10’ x 8’ 4 @ 60” 78 4460

10’ x 9’ 4 @ 66” 88 4660

10’ x 10’ 5 @ 60” 98 4860

12’ x 4’ 3 @ 54” 46 4130

12’ x 5’ 3 @ 60” 58 4330

12’ x 6’ 3 @ 66” 70 4530

12’ x 7’ 4 @ 60” 82 4730

12’ x 8’ 4 @ 66” 94 4930

12’ x 9’ 4 @ 72” 106 5130

12’ x 10’ 4 @ 72” 118 5330

12’ x 11’ 5 @ 72” 130 5530

12’ x 12’ 5 @ 72” 142 5730

Please Call for Pricing 12” x 3’ 2” x 13’ 4”

12” x 3’ 2” x 15’ 4”

12” x 3’ 2” x 17’ 4”

12” x 3’ 2” x 19’ 4”

PRECAST BOX NOTES: (*PRODUCT DIMENSIONS & WEIGHTS WILL BE VERIFIED BY SHOW DRAWINGS.)* MAXIMUM LENGTH is 6’ - 0”* TOP SLAB THICKNESS = 9”* SIDE WALL THICKNESS = 8”* BOTTOM SLAB THICKNESS = 10”

JOINT TIES (TWO SETS PER JOINT)BUTYL SEALANT (1 1/4” x 14’ - 6”)

- ALL PRICES F.O.B. JOBSITE- DELIVERED TO NEAREST ACCESSIBLE POINT BY TRUCK UNDER ITS OWN POWER IN TRUCKLOAD LOT

- LESS THAN FULL LOADS SUBJECT TO A DELIVERY CHARGE- PRICES SUBJECT TO CHANGE WITHOUT NOTICE

ASTM C1433- STANDARD SPECIFICATIONS FOR PRECAST REINFORCED CONCRETE MONOLITHIC BOX SECTIONS FOR CULVERTS, STORM DRAINS, AND SEWERS.

ASTM C1577- STANDARD SPECIFICATIONS FOR PRECAST REINFORCED CONCRETE MONOLITHIC BOX SECTIONS FOR CULVERTS, STORM DRAINS, AND SEWERS DESIGNED ACCORDING TO AASHTO LRFD.

Page 38



Storm Sewer Systems Precast Concrete Box Culvert

End Sections

Tt

M

As1

Ts

HTb

WTs

NOTE:TOP OF BOX TO HAVE LIFT HOLES (4)1½

"-2"

CLEA

R

As1

1'-0" x 1'-0" HAUNCH

#3 HAUNCH BAR 30" LONG SPACED @ 12"

O.C. LAPPED BEYOND INNER MESH 4" AT

BOTH ENDS

As3

As2

BOTTOM OF BOX

As5

As5

As4

2'-6

"

JOINT TIE HOLE

1'-0

"

1'-0"

H(FT.)

TYPE 1 END SECTION PROPERTIESL

(FT.) Ah ( IN2 FT )A SECTION

h2B SECTION

h3C SECTION

h4D SECTION

h5

456789

101112

Ah ( IN2 FT ) Ah ( IN2 FT ) Ah ( IN2 FT )

6 0.78 6 0.60 6 0.20 6 0.19224 10'-8" 7'-8" 4'-8" 1'-8"6 0.60 6 0.42 6 0.192 4 0.19222 9'-8" 6'-8" 3'-8" 1'-8"6 0.42 6 0.29 4 0.19220 8'-8" 5'-8" 3'-8" 0.1924 1'-8"6 60.29 0.2018 7'-8" 4'-8" 6 0.192 1'-8"6 0.2016 6'-8" 6 0.192 3'-8" 4 0.192 1'-8"

14 6 0.192 5'-8" 4 0.192 3'-8" 4 0.192 1'-8"12 6 0.192 4'-8" 4 0.192 1'-8"10 6 0.192 3'-8" 4 0.192 1'-8"8 4 0.192 3'-8" 4 0.192 1'-8"

21

(E SEC.) (D SECTION) (C SECTION) (B SECTION) (A SECTION)

TYPE 1 END SECTION (L)

10"

(H)

9"

6'-6

"

(h2)

(h3)

(h4)

(h5)

(h6)

1'-0"

2'-0"

1'-0"

1'-6"(TYP)

1'-8"(TYP)

4"LEVEL

DROP WALL

12" x 12" CURB

D(FT.)

C(FT.)

B(FT.)

A(FT.)

P.C. BOX CULVERT END SECTION A30NONE

JANUARY 2008

SCALE:PLATE:

DATE:

Page 39


Drawing #: B1 Date: 0109

Sanitary Sewer Systems Sanitary Manhole Sizing Chart

MANHOLEDIAMETER

MAXIMUM PIPE SIZE FOR PRECAST STRUCTURESSTRAIGHT RIGHT ANGLE

18" RCP 24" PVC48"

60"

72"

24" PVC

18" RCP

30" DI24" RCP

18" PVC

15" RCP

30" DI

24" RCP

36" DI30"

SANITARY MANHOLE SIZING CHART WITH

RCP

FLEXIBLE WATERTIGHT CONNECTIONS B11/8" = 1'-0"

JANUARY 2008

SCALE:PLATE:

DATE:

Page 40



Sanitary Sewer Systems Standard Sanitary Manhole

SPECIFICATIONS:

1'-0

",1'-4

",2'-0

"2'

-8",4

'-0"

PREC

AST

CO

NE

SECTION VIEW

PLAN VIEW

NOTE: PLAN VIEW SHOWNWITH OPTIONAL FLOWLINESFLO

W

SLOPEBENCH

FLOW LINE

2'-2" MIN. W/ 2'-8" BOTTOM3'-6" MIN. W/ 4'-0" BOTTOM

5" WALL


* CONCRETE STRENGTH - 4000 P.S.I.* STEP - STEEL, PLASTIC COATED, 16" C-C

* EXTENDED MONOLITHIC BASE SECTION BUILT PER PLAN DIMENSIONS AND SPECIFICATIONS BY SPECIAL ORDER

* PIPE TO MANHOLE BOOT SEAL ACCOMODATES 2" THROUGH 18" PIPE, CALL FOR SPECIAL LARGER PIPE SIZING

* FLOWLINES AVAILABLE UPON REQUEST* 48" DIAMETER - 890 LBS./VERTICAL FT.

5'-4

"

STANDARD SANITARY MANHOLE B23/8" = 1'-0"

JANUARY 2008

SCALE:PLATE:

DATE:

PER

PLAN

STO

CK R

ISER

S

66"

6"

48" DIA.

3'-0

"

27" DIA.

Page 41



Sanitary Sewer Systems Shallow Sanitary Manhole

* EXTENDED MONOLITHIC BASE SECTION BUILT PER

* FLOWLINES AVAILABLE UPON REQUEST

PLAN DIMENSIONS AND SPECIFICATIONS BY SPECIAL ORDER* PIPE TO MANHOLE BOOT SEAL ACCOMODATES 2" THRU 18" PIPE

* 48" DIAMETER - 890 LBS./VERTICAL FT.

CALL FOR SPECIAL OR LARGER PIPE SIZING

SECTION VIEW

* CONCRETE STRENGTH - 4000 P.S.I.* STEP - STEEL, PLASTIC COATED, 16" ON CENTER


SPECIFICATIONS:

PLAN VIEW

BENCH

SLOPE

FLOW

NOTE: PLAN VIEW SHOWNWITH OPTIONAL FLOWLINES

4" FRAME W/ COVERADJUSTING RINGS

58" x 8" KEYED FLAT TOP

MONOLITHIC BASE SECTION48" x 2'-8" BOTTOM W/

FLOWLINE

MIN

.

SHALLOW SANITARY MANHOLE B33/8" = 1'-0"

JANUARY 2008

SCALE:PLATE:

DATE:

2'-2

"5" WALL 48" DIA.

PER

PLAN

66"

12"

6"

Page 42



Sanitary Sewer Systems Sanitary Reduction Manhole

PREC

AST

CO

NE

1'-0

", 1'

-4",

2'-0

"

SPECIFICATIONS:* MANUFACTURED TO ASTM C-478 SPECIFICATIONS



* SANITARY SEWERS TO HAVE PIPE TO MANHOLE SEALS MANUFACTURED TO ASTM C-923

PLAN DIMENSIONS AND SPECIFICATIONS BY SPECIAL ORDER

* SEE DETAIL FOR REDUCTION COVER DATA

* EXTENDED MONOLITHIC BASE SECTION BUILT PER

* SEE SANITARY MANHOLE SIZING CHART FOR MAXIMUMALLOWABLE PIPE SIZE PER MANHOLE DIAMETER

* EZ-STIK JOINT SEALANT CONFORMING TO ASTM C-443

2'-8

", 4'

-0",

5'-4

"

SANITARY REDUCTION MANHOLE B43/8" = 1'-0"

JANUARY 2008

SCALE:PLATE:

DATE:

4'-0

", 6'

-0",

8'-0

" TYP

.

4" MIN.

PER PLAN

8" M

IN.

3'-0

"

60", 72", 84", 96", 108",120", 144" DIAMETER

STO

CK R

ISER

SVA

RIES

48" DIA.

27" DIA.

Page 43



Sanitary Sewer Systems Reduction Cover

10" THICK FOR 60",72"12" THICK FOR 84",96"

SPECIFICATIONS:* MANUFACTURED TO ASTM C-478 SPECIFICATIONS



120", 144" DIAMETER MANHOLE

14" THICK FOR 108", 120", 144"

REDUCTION COVER B51/2" = 1'-0"

JANUARY 2008

SCALE:PLATE:

DATE:

60", 72", 84", 96", 108"

48" DIA.

VARI

ES

Page 44



Sanitary Sewer Systems Combined Lift Station (72”)

* 72" DIAMETER - 1810 LBS./VERTICAL FT.* VALVE CHAMBER - 2470 LBS./VERTICAL FT. LARGER PIPE SIZING 2" THROUGH 18" PIPE, CALL FOR SPECIAL * PIPE TO MANHOLE BOOT SEAL ACCOMMODATES

* HATCHES, PUMPS, PIPING BY OTHERS

SPECIFICATIONS:

SPECIFICATIONS

* STEP - STEEL, PLASTIC COATED, 16" C-C

* ALL REINFORCING DESIGNED FOR 1" MIN.* CONCRETE STRENGTH - 4000 P.S.I.

COVER

* MANUFACTURED TO ASTM C-478 & C-858

COMBINED LIFT STATION B91/4" = 1'-0"

JANUARY 2008

SCALE:PLATE:

DATE:

5'-8"

4"

72"DIAMETER

VARIES(SECTION: 8'-0" MAX)

4"


11"

3'-0"

12"

7"

6"

16"

10"

PROFILE VIEW

Page 45



Sanitary Sewer Systems Combined Lift Station (72” Cont.)

* 72" DIAMETER - 1810 LBS./VERTICAL FT.* VALVE CHAMBER - 2470 LBS./VERTICAL FT. LARGER PIPE SIZING 2" THROUGH 18" PIPE, CALL FOR SPECIAL

* PIPE TO MANHOLE BOOT SEAL ACCOMMODATES * HATCHES, PUMPS, PIPING BY OTHERS

SPECIFICATIONS:

SPECIFICATIONS


* ALL REINFORCING DESIGNED FOR 1" MIN.* CONCRETE STRENGTH - 4000 P.S.I.

COVER


COMBINED LIFT STATION B101/4" = 1'-0"

JANUARY 2008

SCALE:PLATE:

DATE:

7'-2"(TRANS. SLAB O.D.)

10'-0"

3'-0"

6'-0"(RISER O.D.)

5'-8"

5'-0" VARIES

4" 6"

SECTION “A” VIEW

6'-0" x 10'-0" x 10" KEYED COVER W/ HATCHES

Page 46



Sanitary Sewer Systems Combined Lift Station (96")


* ALL REINFORCING DESIGNED FOR 1" MIN.


SPECIFICATIONS:

COVER

* CONCRETE STRENGTH - 4000 P.S.I. SPECIFICATIONS

* HATCHES, PUMPS, PIPING BY OTHERS* PIPE TO MANHOLE BOOT SEAL ACCOMMODATES 2" THROUGH 18" PIPE, CALL FOR SPECIAL LARGER PIPE SIZING* VALVE CHAMBER - 3100 LBS./VERTICAL FT.* 96" DIAMETER - 3080 LBS./VERTICAL FT.

COMBINED LIFT STATION (96") B111/4" = 1'-0"

JANUARY 2008

SCALE:PLATE:

DATE:

4"

96"DIAMETER


4"


11"

4'-0"

12"

9"

16"

6'-8"

6"

10"

PROFILE VIEW

Page 47



Sanitary Sewer Systems Combined Lift Station (96" – Cont.)

* VALVE CHAMBER - 3100 LBS./VERTICAL FT.* 96" DIAMETER - 3080 LBS./VERTICAL FT.* STEP - STEEL, PLASTIC COATED, 16" C-C

* ALL REINFORCING DESIGNED FOR 1" MIN. COVER

2" THROUGH 18" PIPE, CALL FOR SPECIAL * PIPE TO MANHOLE BOOT SEAL ACCOMMODATES

* HATCHES, PUMPS, PIPING BY OTHERS* MANUFACTURED TO ASTM C-478 & C-858

* CONCRETE STRENGTH - 4000 P.S.I. SPECIFICATIONS

SPECIFICATIONS:

LARGER PIPE SIZING

COMBINED LIFT STATION (96") B121/4" = 1'-0"

JANUARY 2008

SCALE:PLATE:

DATE:

7'-6"(RISER O.D.)

10'-0"(TRANS. SLAB O.D.)

6"

12'-0"

4'-0" 6'-8"

6'-6"

VARIES

4"

VARIES

SECTION “A” VIEW

7'-6" x 12'-0" x 10" KEYED COVER W/ HATCHES

Page 48



Sanitary Sewer Systems Sanitary Drop Manhole Pieces

* CONCRETE STRENGTH - 4000 P.S.I.* MANUFACTURED TO ASTM C-478 SPECIFICATIONS

* ALL REINFORCING DESIGNED FOR 1" MIN. COVER

SPECIFICATIONS:

DROP MANHOLE PIECES B131/2" = 1'-0"

JANUARY 2008

SCALE:PLATE:

DATE:

50"TALL

24"

22"

17"

4"

3½"

3½"

15½"

21½"

6"

18"

3"

20"

36"

26"

6"

PROFILE VIEW

PLAN VIEW

PLAN VIEW

PROFILE VIEW

PLAN VIEW

PROFILE VIEW

4' DROP COLLAR

6" DROP COLLAR

DROP PAD

Documents

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