Pipe Product Catalog Table of Contents

Pipe Product Catalog Table of Contents Section A: 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 A5 60" Diameter Storm Manhole A6 72" Diameter Storm Manhole 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 A15 36" Diameter Storm Catch Basin A16 30" 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 A19.2 68 x 106 RC Endwalls A19.3 72 x 113 RC Endwalls A19.4 77 x 121 RC Endwalls A20 Galvanized Trash Guards A21 Concrete Pipe Fittings Wyes, Tees & Transitions A22 Concrete Pipe Fittings Pipe Plugs / Caps & Fabricated Bends

Pipe Product Catalog Table of Contents (cont.) A26 A27 A29 A30 A31 6:1 Slope 18" Concrete Endwall 6:1 Slope 24" Concrete Endwall Precast Concrete Box Culvert Sizes Sheet Precast Concrete Box Culvert End Sections Hydroguard Stormwater Treatment Structure 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

Drawing #: A1 Reinforced Concrete Pipe REINFORCED CONCRETE PIPE - ROUND - GASKET JOINT - ASTM C-76 INSIDE 1000-D 1350-D 2000-D 3000-D ENDWALL GALVANIZED ENDWALL PIPE WALL MAXIMUM DIAMETER CLASS II CLASS III CLASS IV CLASS V COST PIPE GRATES WEIGHT WEIGHT THICKNESS 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 - ELLIPTICAL - MORTAR JOINT - ASTM C-507 HE - HORIZONTAL ELLIPTICAL VE - VERTICAL ELLIPTICAL RISE & EQUIV. 800-D 1000-D 1350-D 2000-D ENDWALL GALVANIZED PIPE WALL MAXIMUM SPAN ROUND HE-I HE-II HE-III HE-IV COST PIPE GRATES WEIGHT THICKNESS LOAD INCHES INCHES $ / FT $ / FT $ / FT $ / FT $ / EA $ / EA LBS / FT INCHES FT / TRUCK 14"x23" 18" PLEASE CALL FOR PRICING 195 2 3/4" 224' 19"x30" 24" 340 3 1/4" 128' 24"x38" 30" 430 3 3/4" 104' 29"x45" 36" 625 4 1/2" 72' 34"x53" 42" 850 5" 56' 38"x60" 48" 1088 5 1/2" 40' 43"x68" 54" 1348 6" 32' 48"x76" 60" 1555 6 1/2" 24' 58"x91" 72" 2040 7 1/2" 24' 72"x113" 90" PLEASE CALL FOR PRICING 3100 9" 16' * CUSTOMER UNLOADS ALL HE & 96", 108", 120", * 3/4" JOINT TIE ASSEMBLY (12" RCP - 60" RCP) 144" PIPE * 1" JOINT TIE ASSEMBLY (66" RCP - 120" RCP) * ALL PIPE MANUFACTURED IN 6' & 8' LENGTHS ONLY. * ALL PRICES F.O.B. PLANT, FREIGHT ALLOWED WITHIN 75 MILES OF PLANT, DELIVERED TO NEAREST * GASKET LUBRICANT ACCESSIBLE POINT BY TRUCK UNDER ITS OWN POWER (NOT INCLUDED IN PIPE PRICE) 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 CHANGE WITHOUT NOTICE

Drawing #: A3 Storm Manhole Sizing Chart (48" - 96") MANHOLE DIAMETER 48" 18" MAXIMUM PIPE SIZE FOR PRECAST STRUCTURES STRAIGHT RIGHT ANGLE 18" RCP 24" RCP 24" RCP RCP 60" 24" 36" RCP 36" RCP 24" RCP RCP 36" RCP 72" 42" RCP 42" RCP 36" RCP 36" RCP 84" 48" RCP 48" RCP 42" RCP 42" RCP 96" 60" RCP 60" 42" RCP RCP PRECAST MANHOLE SIZING CHART SCALE: DATE: 1/8" = 1'-0" JANUARY 2008 PLATE: A3

Drawing #: A3.1 Storm Manhole Sizing Chart (108" - 144") MANHOLE DIAMETER MAXIMUM PIPE SIZE FOR PRECAST STRUCTURES STRAIGHT RIGHT ANGLE 54" RCP 108" 66" 54" RCP 66" RCP RCP (BASED ON 8'-0" RISER HEIGHT) 60" RCP 120" 72" 72" RCP RCP 60" RCP (BASED ON 8'-0" RISER HEIGHT) 144" PLEASE CALL FOR ASSISTANCE (6'-0" MAX RISER HEIGHT) SCALE: 1/8" = 1'-0" PLATE: PRECAST MANHOLE SIZING CHART DATE: JANUARY 2008 A3.1

Drawing #: A4 48" Diameter Storm Manhole 3'-0" CONE PRECAST CONE IF DEPTH ALLOWS 58" x 8" FLAT TOP W/ 27" OR 2' x 3' HOLE 5" WALL 48" DIA. CUTOUT VARIES PER RCP DEPTH VARIES PER PLAN 66" x 6" PRECAST BASE MH, TYPE 1) SPECIFICATIONS: * MANUFACTURED TO ASTM C-478 SPECIFICATIONS * CONCRETE STRENGTH - 4000 P.S.I. * STEEL DESIGN IN ACCORDANCE WITH A.S.T.M. C-478 * ALL REINFORCING DESIGNED FOR 1" MIN. COVER * STEP - STEEL, PLASTIC COATED, 16" ON CENTER * SEE PRECAST MANHOLE SIZING CHART FOR MAXIMUM ALLOWABLE PIPE SIZE PER MANHOLE DIAMETER

Drawing #: A4.1 48" X 48" Square Storm Manhole 27" HOLE 60" x 60" x 8" FLAT TOP w/ 27" OR 2' x 3' HOLE 6" WALL 48" x 48" SQUARE CUTOUT VARIES PER RCP DEPTH VARIES PER PLAN (5'-2" MAX RISER) 72" x 72" x 8" PRECAST BASE SPECIFICATIONS: * MANUFACTURED TO ASTM C-478 SPECIFICATIONS * CONCRETE STRENGTH - 4000 P.S.I. * ALL REINFORCING DESIGNED FOR 1" MIN. COVER * STEP - STEEL, PLASTIC COATED, 16" ON CENTER

Drawing #: A4.2 4 x 6 Storm Inlet 27" HOLE 2' X 3' HOLE 4'-10" MAX VARIABLE 6'-0" 8" 8" 4'-0" 8" 12" 8" 100" 76" SPECIFICATIONS * MANUFACTURED TO ASTM C-478 SPECIFICATIONS * #4 REINFORCING BARS 6" C-C BOTH WAYS IN BASE & FLAT TOP * #4 REINFORCING BARS 12" C-C BOTH WAYS IN RISER SECTIONS * RISER SECTION WEIGHT = 2300 LBS./VERT. FT. * PRECAST FLAT TOP SECTION 4000 LBS. * PRECAST BASE SECTION 5500 LBS. * NOTE: MAX. ALLOWABLE PIPE SIZE = 36" RCP SCALE: 3/8" = 1'-0" PLATE: TYPE 46 INLET DATE: JANUARY 2008 A4.2

Drawing #: A5 60" Diameter Storm Manhole 72" x 8" FLAT TOP W/ 27" OR 2' x 3' HOLE 6" WALL 60" DIA. CUTOUT VARIES PER RCP DEPTH VARIES PER PLAN 80" x 8" PRECAST BASE SPECIFICATIONS: * MANUFACTURED TO ASTM C-478 SPECIFICATIONS * CONCRETE STRENGTH - 4000 P.S.I. * STEEL DESIGN IN ACCORDANCE WITH A.S.T.M. C-478 * ALL REINFORCING DESIGNED FOR 1" MIN. COVER * STEP - STEEL, PLASTIC COATED, 16" ON CENTER * SEE PRECAST MANHOLE SIZING CHART FOR MAXIMUM ALLOWABLE PIPE SIZE PER MANHOLE DIAMETER

Drawing #: A6 72" Diameter Storm Manhole 86" x 8" FLAT TOP W/ 27" OR 2' x 3' HOLE 7" WALL 72" DIA. CUTOUT VARIES PER RCP DEPTH VARIES PER PLAN 94" x 8" PRECAST BASE SPECIFICATIONS: * MANUFACTURED TO ASTM C-478 SPECIFICATIONS * CONCRETE STRENGTH - 4000 P.S.I. * STEEL DESIGN IN ACCORDANCE WITH A.S.T.M. C-478 * ALL REINFORCING DESIGNED FOR 1" MIN. COVER * STEP - STEEL, PLASTIC COATED, 16" ON CENTER * SEE PRECAST MANHOLE SIZING CHART FOR MAXIMUM ALLOWABLE PIPE SIZE PER MANHOLE DIAMETER (D.O.T. MH, TYPE 3) SCALE: 3/8" = 1'-0" 72" DIAMETER STORM MANHOLE DATE: JANUARY 2008 PLATE: A6

Drawing #: A7 Storm Reduction Manhole 27" DIA. 3'-0" PRECAST CONE STOCK RISERS 1'-0", 1'-4", 2'-0" 2'-4", 2'-8", 4'-0" 5'-4" 48" DIA. SEE PLATE A8 60", 72", 84", 96", 108", 120", 144" DIAMETER 4'-0", 6'-0", 8'-0" TYP. CUTOUT VARIES PER RCP 4" MIN. 8" MIN. PER DIAMETER SPECIFICATIONS: * MANUFACTURED TO ASTM C-478 SPECIFICATIONS * CONCRETE STRENGTH - 4000 P.S.I. * STEEL DESIGN IN ACCORDANCE WITH A.S.T.M. C-478 * 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 ALLOWABLE PIPE SIZE PER MANHOLE DIAMETER STORM REDUCTION MANHOLE SCALE: DATE: 3/8" = 1'-0" JANUARY 2008 PLATE: A7

Drawing #: A8 Reduction Cover VARIES 48" DIA. 10" THICK FOR 60", 72" 12" THICK FOR 84", 96" 14" THICK FOR 108", 120", 144" 60", 72", 84", 96", 108" 120", 144" DIAMETER MANHOLE SPECIFICATIONS: * MANUFACTURED TO ASTM C-478 SPECIFICATIONS * CONCRETE STRENGTH - 4000 P.S.I. * STEEL DESIGN IN ACCORDANCE WITH A.S.T.M. C-478 * ALL REINFORCING DESIGNED FOR 1" MIN. COVER * STEP - STEEL, PLASTIC COATED, 16" ON CENTER

Drawing #: A9 Storm Tee Manhole PRECAST CONE IF DEPTH ALLOWS 58" x 8" FLAT TOP W/ 27" OR 2' x 3' HOLE (6'-0" FOR 144") 8'-0" 48" DIA. MH RISER 4'-0" (3'-0" FOR 144") VARIABLE 48" DIA. MH RISER PLAN 12" MIN. 48" DIA. MH RISER 48" - 144" PIPE DIAMETER FLOW 48" - 144" PIPE DIAMETER 8'-0" (6'-0" FOR 144") PROFILE SECTION SPECIFICATIONS: * MANUFACTURED TO ASTM C-478 SPECIFICATIONS * CONCRETE STRENGTH - 4000 P.S.I. * STEEL DESIGN IN ACCORDANCE WITH A.S.T.M. C-478 * ALL REINFORCING DESIGNED FOR 1" MIN. COVER * STEP - STEEL, PLASTIC COATED, 16" ON CENTER (D.O.T. MH, TYPE 6) TEE MANHOLE SCALE: DATE: 1/4" = 1'-0" JANUARY 2008 PLATE: A9

Drawing #: A10 2' X 3' Storm Inlet Box 2'-0" 3'-0" 18" MAX. RCP PIPE 24" MAX. RCP PIPE PLAN 18" - 42" TALL (3" INCREMENTS) PROFILE SPECIFICATIONS * MANUFACTURED TO ASTM C-478 SPECIFICATIONS * STOCK INLET BOXES AVAILABLE IN 24", 30", 36", 42" HEIGHTS WITH ONE 20" HOLE AND TWO PARTIAL HOLES ROUGH CUT * 2'x3'x2" (&4") ADJUSTING SQUARES AVAILABLE * 2'x3' RISERS AVAILABLE (6", 12", 15", 18", 24", 30" HEIGHTS) * 2'x3' RISER = 725LBS/FT, ADD 700LBS FOR MONO BASE

Drawing #: A10.1 2' X 3' Storm Catch Basin 3'-0" PLAN 42" MAX. (3" INCREMENTS) AS SPECIFIED 2'-0" PROFILE AS" SPECIFIED ALTERNATE DESIGN OF A CATCH BASIN, TYPE 2 1. ONE PIECE SET - NO REDUCING FLAT TOP TO FIT "H" CASTING - MONO BASE CONSTRUCTION 2. "STANDARD" SIZE STRUCTURE - READILY AVAILABLE 3. SMALLER "FOOTPRINT" TO FIT TIGHT CURB LINE UTILITY AREAS 4. MANUFACTURED TO ASTM C-478 SPECIFICATIONS (D.O.T. INLET, TYPE 3 - MODIFIED) SCALE: 3/4" = 1'-0" PLATE: 2'x3' INLET BOX w/ SUMP DATE: JANUARY 2008 A10.1

Drawing #: A11 Median 1 Grate Inlet 5¾" 3'-10" 2'-10½" 5¾" PLAN 8" 4'-0" MAX. 4" 3'-10" 2'-10½" 5¾" 8" WALL 5¾" 8" 2'-6" 8" PROFILE PE 8 SPECIFICATIONS * MANUFACTURED TO ASTM C-478 SPECIFICATIONS * #4 REINFORCING BARS 12"C-C * 1260 LBS./VERTICAL FT., ADD 700 LBS. FOR CAST IN BASE

Drawing #: A12 Median 2 Grate Inlet 6'-8" 5¾" 2'-10¼" 2'-10¼" PLAN 8" 6'-0" MAXIMUM 4" 3'-10" 2'-10½" 5¾" 2¼" 8" WALL 8" 5'-4" PROFILE 8" TYPE 9 SPECIFICATIONS * MANUFACTURED TO ASTM C-478 SPECIFICATIONS * #4 REINFORCING BARS 12"C-C * 1840 LBS./VERTICAL FT., ADD 1350 LBS. FOR CAST IN BASE

Drawing #: A13 Median 2 Grate Inlet W/ 72" Manhole 2'-6" 5'-4" SPECIFICATIONS * MANUFACTURED TO ASTM C-478 * APPLICATIONS: 1. DEEP STORM SEWER DESIGN 2. CULVERT DIAMETER EXCEEDS PRECAST OPTION IN TYPE 9 STRUCTURE 1'-0" MIN. TYPE 9 INLET RISER 1'-0" HIGH MIN. 86" x 10" REDUCTION COVER W/ OPENING 72" DIA. VARIES PER PLAN CUTOUT VARIES PER RCP 72" DIA. MANHOLE BOTTOM W/ CUTOUTS FOR CULVERT PIPE 94" x 8" PRECAST BASE NLET, TYPE 9 w/ 72" MANHOLE A

Drawing #: A13.1 Median 4 Grate Inlet 3'-6" REQUIRES 4-MS GRATES 18" RCP MAXIMUM PIPE SIZE 2'-6" 2'-10½" PLAN 12-0" 11'-4" 3'-9¼" 2¼" 1'-0" 6" 3" 1'-11" PROFILE 6" SPECIFICATIONS * MANUFACTURED TO ASTM C-478 SPECIFICATIONS * #4 REINFORCING BARS 12"C-C * 5830 LBS EACH

Drawing #: A14 42" Diameter Storm Catch Basin 52" x 6" COVER W/ 2' x 3' HOLE 42" CATCH BASIN 4½" WALL 42" DIA. 18" RCP MAX SUMP VARIES 60" x 6" BASE SPECIFICATIONS: * MANUFACTURED TO ASTM C-478 SPECIFICATIONS * CONCRETE STRENGTH - 4000 P.S.I. * ALL REINFORCING DESIGNED FOR 1" MIN. COVER INLET, TYPE 3-ROUND OPTION)

Drawing #: A15 36" Diameter Storm Catch Basin 27" HOLE 44" x 6" COVER W/ 27" HOLE 4" WALL 36" 36" CATCH BASIN SUMP VARIES 52" x 6" BASE SPECIFICATIONS: * MANUFACTURED TO ASTM C-478 SPECIFICATIONS * CONCRETE STRENGTH - 4000 P.S.I. * ALL REINFORCING DESIGNED FOR 1" MIN. COVER (D.O.T. CATCH BASIN, TYPE 2) SCALE: 3/4" = 1'-0" PLATE: 36" DIAMETER CATCH BASIN DATE: JANUARY 2008 A15

Drawing #: A16 30" Diameter Storm Catch Basin 38" x 6" COVER w/27" HOLE 3½" WALL 30" DIA. 30" CATCH BASIN SUMP VARIES 44" x 6" BASE SPECIFICATIONS: * MANUFACTURED TO ASTM C-478 SPECIFICATIONS * CONCRETE STRENGTH - 4000 P.S.I. * ALL REINFORCING DESIGNED FOR 1" MIN. COVER

Drawing #: A17 Small Storm Catch Basins CAST IRON GRATE FITS IN BELL END 4' 12" C-14 NON-REINFORCED CATCH BASIN CAST IRON GRATE FITS IN BELL END 4" ROUGH CUTOUT 24" CATCH BASIN 38" x 6" BASE SMALL CATCH BASINS SCALE: DATE: 1/2" = 1'-0" JANUARY 2008 PLATE: A17

Drawing #: A18 Date: 1011 Concrete Apron Endwalls C D B T E PLAN VIEW OPTIONAL DESIGN SLOPE 1 A T DIAMETER G LONGITUDINAL SECTION END VIEW G DIA. T A DIMENSIONS IN INCHES B C APPROX. SLOPE 12 15 2 2¼ 4 6 24 27 48⁷ 8 46 72⁷ 8 73 24 30 2 2¼ 3 TO 1 3 TO 1 18 2½ 9 27 46 73 36 2½ 3 TO 1 21 2¾ 9 36 37½ 73½ 42 2¾ 3 TO 1 24 27 3 3¼ 9½ 10½ 43½ 49½ 30 24 73½ 73½ 48 54 3 3¼ 3 TO 1 3 TO 1 30 3½ 12 54 19¾ 73½ 60 3½ 3 TO 1 36 4 15 63 34¾ 97¾ 72 4 3 TO 1 42 4½ 21 63 35 98 78 4½ 3 TO 1 48 5 24 72 26 98 84 5 3 TO 1 54 5½ 27 65 33¼ 98¼ 90 5½ 2.4 TO 1 60 6 35 60 39 99 96 5 2 TO 1 66 9¼ 30 72 30½ 102½ 102 6½ 2 TO 1 72 7 36 78 21 99 108 6 2 TO 1 84 8 28 92 17 109 120 7 1.5 TO 1 96 9 56 90½ 24½ 115 96 9 1.5 TO 1 NOTE: 96 ENDWALL IS NOT FLARED CONCRETE APRON ENDWALLS D E G A1

Drawing #: A18.1 Date: 0118 96 RC Endwalls

Drawing #: A18.2 6" Concrete Endwall 2½" 15" 14" 8" 7" 12½" 13¾" PLAN VIEW 4½" 3¼" 1" 1¾" 47" 14½" 8" 7" ½" 3" 2" 46" PROFILE VIEW

Drawing #: A19 Concrete Elliptical Endwalls C D B T E PLAN VIEW OPTIONAL DESIGN SLOPE 1 RISE SPAN A T LONGITUDINAL SECTION END VIEW EQUIV. DIMENSIONS IN INCHES DIA. SPAN RISE A C 18 23 24 30 30 38 36 45 42 53 48 60 54 68 60 76 91 14 19 24 29 34 38 43 48 58 APPROX. T B SLOPE 2¾ 3¼ 3¾ 4½ 5 5½ 6 6½ 7 7½ 8½ 9½ 111 8 15¾ 21 25½ 30 36 27 39 54 60 60 60 60 60 63 45 33 18 24 36 36 36 36 33 D 72 72 72 84 96 96 96 96 96 E 36 48 60 72 78 84 90 96 108 3 TO 1 3 TO 1 3 TO 1 2.5 TO 1 2.5 TO 1 2.5 TO 1 2.5 TO 1 2.5 TO 1 72 2.5 TO 1 90 113 72 9 36½ 58 38 96 113 1.6 TO 1 NOTE: 90" HE ENDWALL IS NOT FLARED

Drawing #: A19.1 Date: 0118 63 x 98 RC Endwalls

Drawing #: A19.2 Date: 0118 68 x 106 RC Endwalls

Drawing #: A19.3 Date: 0118 72 x 113 RC Endwalls

Drawing #: A19.4 Date: 0118 77 x 121 RC Endwalls

Drawing #: A20 Galvanized Trash Guards ENDWALL BAR ANCHOR SIZE DIAMETER DIAMETER 12" ¾" 5 8" 15" ¾" 5 8" 18" 21" 24" 27" 30" 36" 42" 48" 54" 60" 66" ¾" ¾" ¾" 1" 1" 1" 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" 5 8" 72" 1¼" 5 8" 84" 1¼" 5 8" H HEIGHT 2½" 3" 4" 4" 4" 5" 5" 5" 6" 6" 6" 7" 7" 7" 8" * 6" SPACING MAX. * HINGED CONNECTOR PLATE w/ ANCHOR ATTACHED AT THREE POINTS TO ENDWALL H

Drawing #: A21 Concrete Pipe Fittings Wyes, Tees, & Transitions MAINLINE W/ WYE MAINLINE W/ TEE MAINLINE TRANSITION NOTE: MAINLINE PIPE 8'-0" LENGTHS

Drawing #: A22 Concrete Pipe Fittings Pipe Plugs / Caps & Fabricated Bends SPIGOT CAPS & BELL PLUGS FLOW BELL PLUG SPIGOT CAP FABRICATED BENDS 90 TO 180 L1 L2 FLOW * TOTAL LENGTH OF RCP BEND TO BE L1+L2 = 8'-0"

Drawing #: A26 6:1 Slope 18" Concrete Endwall PLAN VIEW 3" DIA. GALV. BARS OPTIONAL 1 6 18" DIA. 2'-0" 18" 19½" 2½" 2' TYP. 8'-4" SECTION VIEW 2'-0" END VIEW SPECIFICATIONS: * MANUFACTURED TO ASTM C-76 SPECIFICATIONS * CONCRETE STRENGTH - 4000 P.S.I. * STEEL DESIGN IN ACCORDANCE WITH A.S.T.M. C-478 * ALL REINFORCING DESIGNED FOR 1" MIN. COVER * GALVANIZED BARS ARE OPTIONAL PER SPECIFICATIONS

Drawing #: A27 6:1 Slope 24" Concrete Endwall PLAN VIEW 3" DIA. GALV. BARS OPTIONAL 2' TYP. 1 6 6" 23¾" 26¾" 3" 2'-6" 24" DIA. 11'-0" SECTION VIEW 2'-6" END VIEW SPECIFICATIONS: * MANUFACTURED TO ASTM C-76 SPECIFICATIONS * CONCRETE STRENGTH - 4000 P.S.I. * STEEL DESIGN IN ACCORDANCE WITH A.S.T.M. C-478 * ALL REINFORCING DESIGNED FOR 1" MIN. COVER * GALVANIZED BARS ARE OPTIONAL PER SPECIFICATIONS

Drawing #: A29 Date: 0713 Precast Concrete Box Culvert Sizes Sheet Size Span x Rise Approx. Equivalent Round Dia. Approx. Water Area/Sq. Ft. Approx. Weight/L. Ft. 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 ASTM C1433 Price/Ft. 2:1 Type 1 End Section Precast Dropwall 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.

Drawing #: A30 Precast Concrete Box Culvert End Sections 1½"-2" CLEAR NOTE: TOP OF BOX TO HAVE LIFT HOLES (4) M Tt 2'-6" 1'-0" 1'-0" As2 As5 1'-0" x 1'-0" HAUNCH JOINT TIE HOLE As1 #3 HAUNCH BAR 30" LONG SPACED @ 12" O.C. LAPPED BEYOND INNER MESH 4" AT BOTH ENDS As5 As3 BOTTOM OF BOX As4 H As1 Tb Ts W Ts 2'-0" 1'-0" 12" x 12" CURB 1'-0" 9" 4" LEVEL 2 1 1'-6"(TYP) 6'-6" (h6) (h5) (h4) (h3) (h2) 1'-8" (TYP) 10" (H) DROP WALL (E SEC.) (D SECTION) (C SECTION) (B SECTION) (A SECTION) H (FT.) 4 5 6 7 8 9 10 11 12 (L) TYPE 1 END SECTION TYPE 1 END SECTION PROPERTIES L A SECTION B SECTION C SECTION D SECTION (FT.) A Ah ( IN2 h2 B h3 h4 FT ) Ah ( IN2 C FT ) Ah ( IN2 D (FT.) (FT.) (FT.) FT ) (FT.) Ah ( IN2 FT ) h5 8 4 0.192 3'-8" 4 0.192 1'-8" 10 6 0.192 3'-8" 4 0.192 1'-8" 12 6 0.192 4'-8" 4 0.192 1'-8" 14 6 0.192 5'-8" 4 0.192 3'-8" 4 0.192 1'-8" 16 6 0.20 6'-8" 6 0.192 3'-8" 4 0.192 1'-8" 18 6 0.29 7'-8" 6 0.20 4'-8" 6 0.192 1'-8" 20 6 0.42 8'-8" 6 0.29 5'-8" 4 0.192 3'-8" 4 0.192 1'-8" 22 6 0.60 9'-8" 6 0.42 6'-8" 6 0.192 3'-8" 4 0.192 1'-8" 24 6 0.78 10'-8" 6 0.60 7'-8" 6 0.20 4'-8" 6 0.192 1'-8" OX CULVERT END SECTION A3

Drawing #: A31 Hydroguard Stormwater Treatment Structure VARIES AS NEEDED STRUCTURE I.D. A INNER CHAMBER OUTLET BAFFLE WALL INLET PIPE INNER CHAMBER INLET INNER CHAMBER OUTLET B C E I H F G J OUTLET PIPE OUTLET CHAMBER D INNER CHAMBER MIDDLE CHAMBER OUTLET CHAMBER HYDROGUARD - SECTION VIEW A A A RIGHT 90 BEND TOP VIEW RIGHT < 45 BEND STRUCTURE I.D. 48" 72" 96" 120" 144" A - I.D. 30" 48" 60" 78" 96" B 36" 48" 48" 60" 48" C 60" 72" 84" 84" 84" D 30" 30" 30" 30" 30" E 6" 12" 16" 20" 24" F 36" 39" 43" 47" 48" G 12" 18" 22" 26" 36" H I 12" 5" 15" 8" 15" 11" 18" 14" 18" 16" J 15" 24" 30" 36" 48" PERMANENT POOL VOLUME 450 US GALLONS 1200 US GALLONS 2400 US GALLONS 4300 US GALLONS 7000 US GALLONS NOTES: STRUCTURE EFFICIENTLY REMOVES SUSPENDED SOLIDS (AND ASSOCIATED METALS, NUTRIENTS AND BACTERIA), OIL, AND TRASH FROM STORMWATER RUNOFF FULFILLING THE REQUIREMENTS OF MOST NPDES PERMITS AND CLEAN WATER ACT REQUIREMENTS. TECHNICAL INFORMATION AND SIZING AVAILABLE ON REQUEST. MEETS OR EXCEEDS THE REQUIREMENTS OF ASTM C-76 AND ASTM C-478.

Drawing #: B1 Sanitary Sewer Systems Sanitary Manhole Sizing Chart MANHOLE DIAMETER MAXIMUM PIPE SIZE FOR PRECAST STRUCTURES STRAIGHT RIGHT ANGLE 15" RCP 48" 18" RCP 24" PVC 18" PVC 18" RCP 60" 24" RCP 30" DI 24" PVC 24" RCP 72" 30" RCP 36" DI 30" DI SANITARY MANHOLE SIZING CHART WITH FLEXIBLE WATERTIGHT CONNECTIONS SCALE: DATE: 1/8" = 1'-0" JANUARY 2008 PLATE: B1

Drawing #: B2 Sanitary Sewer Systems Standard Sanitary Manhole SLOPE BENCH FLOW PER PLAN NOTE: PLAN VIEW SHOWN WITH OPTIONAL FLOWLINES PLAN VIEW 27" DIA. 3'-0" PRECAST CONE 5" WALL 48" DIA. STOCK RISERS 1'-0",1'-4",2'-0" 2'-4",2'-8",4'-0" 5'-4" 2'-2" MIN. W/ 2'-8" BOTTOM 3'-6" MIN. W/ 4'-0" BOTTOM FLOW LINE 6" 66" SECTION VIEW * MANUFACTURED TO ASTM C-478 SPECIFICATIONS * CONCRETE STRENGTH - 4000 P.S.I. * STEEL DESIGN IN ACCORDANCE WITH ASTM C-478 * ALL REINFORCING DESIGNED FOR 1" MIN. COVER * STEP - STEEL, PLASTIC COATED, 16" C-C SPECIFICATIONS: STANDARD SANITARY MANHOLE * 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. SCALE: 3/8" = 1'-0" DATE: JANUARY 2008 PLATE: B2

Drawing #: B3 Sanitary Sewer Systems Shallow Sanitary Manhole SLOPE BENCH FLOW PER PLAN NOTE: PLAN VIEW SHOWN WITH OPTIONAL FLOWLINES PLAN VIEW 4" FRAME W/ COVER ADJUSTING RINGS 12" 58" x 8" KEYED FLAT TOP 5" WALL 48" DIA. 2'-2" MIN. FLOWLINE 66" SECTION VIEW 6" 48" x 2'-8" BOTTOM W/ MONOLITHIC BASE SECTION SPECIFICATIONS: * MANUFACTURED TO ASTM C-478 SPECIFICATIONS * CONCRETE STRENGTH - 4000 P.S.I. * STEEL DESIGN IN ACCORDANCE WITH A.S.T.M. C-478 * ALL REINFORCING DESIGNED FOR 1" MIN. COVER * STEP - STEEL, PLASTIC COATED, 16" ON CENTER * EXTENDED MONOLITHIC BASE SECTION BUILT PER PLAN DIMENSIONS AND SPECIFICATIONS BY SPECIAL ORDER * PIPE TO MANHOLE BOOT SEAL ACCOMODATES 2" THRU 18" PIPE CALL FOR SPECIAL OR LARGER PIPE SIZING * FLOWLINES AVAILABLE UPON REQUEST * 48" DIAMETER - 890 LBS./VERTICAL FT. SHALLOW SANITARY MANHOLE SCALE: DATE: 3/8" = 1'-0" JANUARY 2008 PLATE: B3

Drawing #: B4 Sanitary Sewer Systems Sanitary Reduction Manhole 27" DIA. STOCK RISERS 1'-0", 1'-4", 2'-0" 3'-0" PRECAST CONE 2'-4", 2'-8", 4'-0" 5'-4" 48" DIA. VARIES 60", 72", 84", 96", 108", 120", 144" DIAMETER 4'-0", 6'-0", 8'-0" TYP. 4" MIN. 8" MIN. PER PLAN SPECIFICATIONS: * MANUFACTURED TO ASTM C-478 SPECIFICATIONS * CONCRETE STRENGTH - 4000 P.S.I. * STEEL DESIGN IN ACCORDANCE WITH A.S.T.M. C-478 * ALL REINFORCING DESIGNED FOR 1" MIN. COVER * STEP - STEEL, PLASTIC COATED, 16" ON CENTER * EXTENDED MONOLITHIC BASE SECTION BUILT PER PLAN DIMENSIONS AND SPECIFICATIONS BY SPECIAL ORDER * SANITARY SEWERS TO HAVE PIPE TO MANHOLE SEALS MANUFACTURED TO ASTM C-923 * EZ-STIK JOINT SEALANT CONFORMING TO ASTM C-443 * SEE DETAIL FOR REDUCTION COVER DATA * SEE SANITARY MANHOLE SIZING CHART FOR MAXIMUM ALLOWABLE PIPE SIZE PER MANHOLE DIAMETER SANITARY REDUCTION MANHOLE SCALE: DATE: 3/8" = 1'-0" JANUARY 2008 PLATE: B4

Drawing #: B5 Sanitary Sewer Systems Reduction Cover VARIES 48" DIA. 10" THICK FOR 60",72" 12" THICK FOR 84",96" 14" THICK FOR 108", 120", 144" 60", 72", 84", 96", 108" 120", 144" DIAMETER MANHOLE SPECIFICATIONS: * MANUFACTURED TO ASTM C-478 SPECIFICATIONS * CONCRETE STRENGTH - 4000 P.S.I. * STEEL DESIGN IN ACCORDANCE WITH A.S.T.M. C-478 * ALL REINFORCING DESIGNED FOR 1" MIN. COVER * STEP - STEEL, PLASTIC COATED, 16" ON CENTER

Drawing #: B9 Sanitary Sewer Systems Combined Lift Station (72 ) 10" 4" 6" VARIES (SECTION: 5'-0" MAX) 3'-0" 5'-8" 11" 16" 72" DIAMETER VARIES (SECTION: 8'-0" MAX) 7" PROFILE VIEW 4" * MANUFACTURED TO ASTM C-478 & C-858 SPECIFICATIONS * CONCRETE STRENGTH - 4000 P.S.I. * STEEL DESIGN IN ACCORDANCE WITH ASTM C-478 & C-858 * ALL REINFORCING DESIGNED FOR 1" MIN. COVER * STEP - STEEL, PLASTIC COATED, 16" C-C SPECIFICATIONS: COMBINED LIFT STATION 12" * HATCHES, PUMPS, PIPING BY OTHERS * PIPE TO MANHOLE BOOT SEAL ACCOMMODATES 2" THROUGH 18" PIPE, CALL FOR SPECIAL LARGER PIPE SIZING * VALVE CHAMBER - 2470 LBS./VERTICAL FT. * 72" DIAMETER - 1810 LBS./VERTICAL FT. SCALE: 1/4" = 1'-0" DATE: JANUARY 2008 PLATE: B9

Drawing #: B10 Sanitary Sewer Systems Combined Lift Station (72 Cont.) 6'-0" x 10'-0" x 10" KEYED COVER W/ HATCHES 4" 6" 6'-0" (RISER O.D.) 5'-0" VARIES 7'-2" (TRANS. SLAB O.D.) 3'-0" 5'-8" 10'-0" SECTION A VIEW * MANUFACTURED TO ASTM C-478 & C-858 SPECIFICATIONS * CONCRETE STRENGTH - 4000 P.S.I. * STEEL DESIGN IN ACCORDANCE WITH ASTM C-478 & C-858 * ALL REINFORCING DESIGNED FOR 1" MIN. COVER * STEP - STEEL, PLASTIC COATED, 16" C-C SPECIFICATIONS: * HATCHES, PUMPS, PIPING BY OTHERS * PIPE TO MANHOLE BOOT SEAL ACCOMMODATES 2" THROUGH 18" PIPE, CALL FOR SPECIAL LARGER PIPE SIZING * VALVE CHAMBER - 2470 LBS./VERTICAL FT. * 72" DIAMETER - 1810 LBS./VERTICAL FT. COMBINED LIFT STATION SCALE: DATE: 1/4" = 1'-0" JANUARY 2008 PLATE: B10

Drawing #: B11 Sanitary Sewer Systems Combined Lift Station (96") 10" 4" 6" VARIES (SECTION: 5'-0" MAX) 4'-0" 6'-8" 11" 16" 96" DIAMETER VARIES (SECTION: 8'-0" MAX) 9" PROFILE VIEW 4" * MANUFACTURED TO ASTM C-478 & C-858 SPECIFICATIONS * CONCRETE STRENGTH - 4000 P.S.I. * STEEL DESIGN IN ACCORDANCE WITH ASTM C-478 & C-858 * ALL REINFORCING DESIGNED FOR 1" MIN. COVER * STEP - STEEL, PLASTIC COATED, 16" C-C SPECIFICATIONS: COMBINED LIFT STATION (96") 12" * 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. SCALE: 1/4" = 1'-0" DATE: JANUARY 2008 PLATE: B11

Drawing #: B12 Sanitary Sewer Systems Combined Lift Station (96" Cont.) 7'-6" x 12'-0" x 10" KEYED COVER W/ HATCHES 4" 6" 7'-6" (RISER O.D.) 6'-6" VARIES VARIES 10'-0" (TRANS. SLAB O.D.) 4'-0" 6'-8" 12'-0" SECTION A VIEW * MANUFACTURED TO ASTM C-478 & C-858 SPECIFICATIONS * CONCRETE STRENGTH - 4000 P.S.I. * STEEL DESIGN IN ACCORDANCE WITH ASTM C-478 & C-858 * ALL REINFORCING DESIGNED FOR 1" MIN. COVER * STEP - STEEL, PLASTIC COATED, 16" C-C SPECIFICATIONS: COMBINED LIFT STATION (96") * 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. SCALE: 1/4" = 1'-0" DATE: JANUARY 2008 PLATE: B12

Drawing #: B13 Sanitary Sewer Systems Sanitary Drop Manhole Pieces 4' DROP COLLAR DROP PAD 4" 26" 20" 22" 17" 24" PLAN VIEW 3½" 6" 36" PLAN VIEW PROFILE VIEW 6" DROP COLLAR 50" TALL 21½" 18" 3½" PROFILE VIEW 15½" PLAN VIEW 3" 6" PROFILE VIEW SPECIFICATIONS: * MANUFACTURED TO ASTM C-478 SPECIFICATIONS * CONCRETE STRENGTH - 4000 P.S.I. * STEEL DESIGN IN ACCORDANCE WITH A.S.T.M. C-478 * ALL REINFORCING DESIGNED FOR 1" MIN. COVER DROP MANHOLE PIECES SCALE: DATE: 1/2" = 1'-0" JANUARY 2008 PLATE: B13