Pipe Product Catalog Table of Contents

Transcription

1 Pipe Product Catalog Table of Contents Section 1: Reinforced Concrete Pipe Drawing #: Page Description Page No. P-1: RCP Gasket Joint Details to - C Wall and B Wall P-2: RCP Gasket Joint Details 2" to - C Wall P-: RCP Gasket Joint Details to 1" 5 P-: STM C-507 Equivalent Elliptical Pipe 6 P-5: Pre-Lubricated Gasket Profile for RCP, Elliptical Pipe and Manholes 7 Section 1B: Reinforced Concrete Pipe Specialty Pieces Drawing #: Page Description Page No. P-6: RCP Mitered 7-1/2 Bend 8 P-7: RC Perforated Pipe to 1" 9 P-8: RC Jacking Pipe to 9 10 P-9: RCP Increasers and Reducers 11 P-10: RCP Bell and Spigot Plugs 12 P-11: RCP Joint Ties 1 Section 1C: Reinforced Concrete prons Drawing #: Page Description Page No. P-12: RC pron to 1 P-1: RC Elliptical prons 1 to 60" 15 P-1: RC Safety prons 15" to 2" 16 P-15: RC Safety prons to 2" 17 P-16: RC Safety prons 0" to 18 P-17: Galvanized Trash Guards to RCP and 1 to 60" Equivalent Elliptical 19 Section 1D: Reinforced Concrete rch Pipe Drawing #: Page Description Page No. P-18: STM C-506 RC rch Pipe 20 P-19: RC rch Pipe pron 21

2 Manhole Product Catalog Table of Contents Section 2: Reinforced Concrete Manholes and Catch Basins Drawing #: Page Description Page No. M-1: RC Structure Sizing Chart to 22 M-2: RC Structure Sizing Chart to 120" 2 M-: RC Manhole Gasket Joint Details to - B Wall 2 M-: RC Manhole Gasket Joint Details to 1" - B Wall 25 M-5: Rubber Watertight Pipe to Structure Boot 26 M-6: Polypropylene Manhole Steps 27 M-7: RC Tongue and Groove Manhole Risers 28 M-8: Reduction Manholes Sanitary or Storm 29 Section 2B: Reinforced Concrete Sanitary Manholes Drawing #: Page Description Page No. M-9: Typical Sanitary Manhole with Poured Invert 0 M-10: Sanitary Outside Drop Manhole with Poured Invert 1 Section 2C: Reinforced Concrete Storm Manholes Drawing #: Page Description Page No. M-11: RC Storm Base Sections with Flat Top and Cutouts 2 M-12: Catch Basins 27", 0", Type G and F Cones and 2 x Boxes M-1: St. Paul, MN Type 7 Sump Catch Basin M-1: St. Paul, MN Type Manhole 5 M-15: St. Paul, MN Type Manhole 6 M-16: State of MN LP Catch Basin Standard Plate #021 7 M-17: Typical RC T Manhole 8 M-18: Lift Stations and Valve Manholes 9 M-19: Sloped Top Pond Skimmer Structures to 1" 0 M-20: Sloped Top Pond Skimmer Structures to 1" with Slide In Weir Wall 1 M-21: Hydroguard Stormwater Treatment Structures 2 Section 2D: Reinforced Concrete Covers and Base Slabs Drawing #: Page Description Page No. M-22: Manhole or Catch Basin Top Slab with 27" Opening 5 to 16 Outer Diameter M-2: Manhole or Catch Basin Top Slab with 2' x ' Opening 5 to 16 Outer Diameter M-2: Manhole or Catch Basin Keyed Top Slab 5 to 16 Outer Diameter 5 M-25: Manhole or Catch Basin Base Slab " to 180" Outer Diameter 6 M-26: Stool Grate RC Frame 7 M-27: RC Cap Skimmer 9" Outer Diameter 8 M-28: Transmittal Record Sheet for dditions and/or Revisions to 9 County Materials Pipe Product Catalog

3 J L2 Drawing #: P-1 Date: 0215 Reinforced Concrete Pipe Gasket Joint Details to C and B Wall L1 X SECTION VIEW - 27" PIPE ND SMLLER J L2 L1 Y1 Y2 Y1 Y2 D1 D2 D1 D2 X SECTION VIEW - 0" TO PIPE MEETS OR EXCEEDS THE REQUIREMENTS OF STM C-76 ND STM C- SINGLE OFFSET JOINT FOR RC PIPE ID D1 D2 J X Y1 1.0" " 15.22" " " 1.65" " 18.72" " " " " " " " 2.5" 29.07" " " " 2.61" " 1.750" " " " " " " 2.97 " " 1.750" 1.750" Y C L1 L2 WT./FT. 2 " 1 " 5 1 2" 10 lbs. " " 180 lbs. 1 " " 20 lbs. 1 2" " 280 lbs. " 2" 0 lbs. " 2" 10 lbs. 1 " 2" 5 1 2" 80 lbs. 1 2" lbs. " 2 7" 60 lbs. SINGLE OFFSET JOINT FOR RC PIPE B 1.0" " 15.22" " " 2" 5 1 2" 110 lbs. 15" 1.65" " 18.72" " " " 150 lbs " " " " 190 lbs. 21" " " " " 20 lbs. 2" 2.5" 29.07" " " " 2 " 15 lbs. 27" 2.61" " 1.750" " 2 " 80 lbs. 0" " 5.97 " 1.750" " 1 2 " 5 1 2" 8 lbs " " " 1 7" 52 lbs.

4 J Roberts (Prestress, Precast and Pipe Division) L2 Drawing #: P-2 Date: 007 Reinforced Concrete Pipe Gasket Joint Details 2" to - C Wall L1 Y1 Y2 X D1 SECTION VIEW - 2" TO 6 PIPE L2 J D2 MEETS OR EXCEEDS THE REQUIREMENTS OF STM C-76 ND STM C- Y1 Y2 X D1 D2 ID D1 SECTION VIEW - PIPE SINGLE OFFSET JOINT FOR RC PIPE D2 J X Y1 Y2 L1 L2 2" " " 5 8 " 2.250" " " 57.02" " 2.250" " 60" " " 7.971" 79.21" 6.007" " " " 5" 5" 5" 5 1 " 2.250" 2.250" 2.250" 2.250" " " 71 2 " 810 lbs. 5 " 6 1 " 6 " 7 1 " 7 " 8 " " 2 8 " 2" 1 16 " C " " " " " WT./FT lbs. 120 lbs. 170 lbs. 170 lbs lbs.

5 Drawing #: P- Date: 007 Reinforced Concrete Pipe Gasket Joint Details 8 to 1 J Y1 Y2 D1 X D2 TO 1" PIPE - SINGLE OFFSET JOINT ID D1.25" 91.50" " " " B JOINT PROPERTIES - SINGLE OFFSET D2 J X Y1 Y " " " " STRIGHT " 2 " 10.9" " " 8 " 2 " 10" STRIGHT ".21" " " " 0.500" 8 " 11" STRIGHT 875 L1 L2 WEIGHT/FT 1" " " " 0.500" 8 " STRIGHT " STRIGHT MEETS OR EXCEEDS THE REQUIREMENTS OF STM C-76 ND STM C-

6 Drawing #: P- Date: 0206 STM C-507 Equivalent Elliptical Pipe QUDRNT 2 90 VERTICL XIS QUDRNT 2 60 TOP MIDPOINT VERTICL XIS TOP MIDPOINT QUDRNT 90 'so 'si 90 QUDRNT QUDRNT 120 'si 'si 120 QUDRNT 90 QUDRNT 1 QUDRNT REINFORCEMENT HORIZONTL ELLIPTICL PIPE SPN 60 QUDRNT 1 QUDRNT REINFORCEMENT VERTICL ELLIPTICL PIPE RISE R R1 B R2 - R1 EQUIVLENT ROUND ID 1 2" 19 X " 2 X X X " 8 X " RISE X SPN, INCHES 1 X " X " X X X 11 STM C-507 EQUIVLENT ELLIPTICL PIPE - WITH GSKET JOINT FULL FLOW WTER RISE, SPN,, B, R1, R2, RE, FT INCHES INCHES INCHES INCHES INCHES INCHES DEGREES SYMETRICL BOUT XES THICKNESS INCHES WEIGHT PER FOOT

7 Drawing #: P-5 Date: 007 Pre-Lubricated Gasket Profile for RCP, Elliptical Pipe, and Manholes TYPICL PRE-LUBRICTED GSKET PROFILE TYPICL PRE-LUBRICTED GSKET PROFILE NOTE: LL GSKETS MEET OR EXCEED THE PHYSICL PROPERTY REQUIREMENTS OF STM C-, STM C-25 ND STM C-61

8 Drawing #: P-6 Date: 0207 Reinforced Concrete Pipe Mitered 7-1/2 Bend L1 T ID C/L - LY LENGTH 7.5 OD T L2 ID 15" 1 21" 2" 27" MITERED LONG BEND SINGLE OFFSET JOINT PROPERTIES WEIGHT PER SECTION 560 lbs 9920 lbs 100" ' " '-57 8 " T OD L1 L " 17" '-11 8 " ' " 720 lbs " 21" '-1 ' " 8 " 920 lbs 1 " 21 '-10 2 " ' " 8 " 1120 lbs ' " ' " 160 lbs " 11 2 " ' " ' " 160 lbs " 5" '-25 ' " 16 " 9 12,20 lbs 9" 11" '-7" '-5" C/L LY LENGTH '-0" '-0" '-0" '-0" '-0" '-0" CURVE RDIUS 0'- 0'- 0'- 0'- 0'- 0" 1920 lbs 1 " 81 2 " ' " ' " '-0" 0'- 7.5 C " 200 lbs 1 2 " 2" ' " '-9 8 " '-0" 0'- 7.5 C 2520 lbs " " '-" '-9" '-0" 0'- 7.5 C 2" 20 lbs 51 " " '- 1 2 " ' " '-0" 0'- 7.5 C 00 lbs 5 " " ' " '-81 8 " '-0" 0'- 7.5 C 5" 920 lbs 6 " 6 '- 8 " '-75 8 " '-0" 0'- 7.5 C 60" 5880 lbs 6 " 71 2 " '- 7 8 " '-7 16 " '-0" 0'- 7.5 C lbs 71 " " ' " ' " '-0" 0'- 7.5 C 800 lbs 7 " " '-5" '-7" '-0" 0'- 7.5 C 0'- 0'- BEND NGLE TYPE '-0" 0'- 7.5 C '-0" MEETS OR EXCEEDS THE REQUIREMENTS OF STM C-76 ND STM C- C C C C C C C

9 Drawing #: P-7 Date: 007 STM C- Reinforced Concrete Perforated Pipe to 1" O.D. VRIES I.D. VRIES " LIFT HOLE 180 " HEIGHT (TYP.) " " SECTION VIEW 5/1 HOLES: " O.C. VERTICL O.C. HORIZONTL - 20 ROWS WIDE. TOP VIEW SEE JOINT DETILS FOR SPECIFICTIONS. VILBLE IN TO 1" I.D. SIZES. HOLE SIZE ND SPCING VRIBLE BY PROJECT SPECIFICTIONS. MEETS OR EXCEEDS THE REQUIREMENTS OF STM C-76, STM C- ND STM C-.

10 Drawing #: P-8 Date: 007 Reinforced Concrete Jacking Pipe to 9 THREE 2" THREDED INSERTS FOR GROUT TUBE. MXIMUM 16' LONGITUDINL SPCING, PLCED 120 DEGREES PRT S SHOWN. OUTER REINFORCEMENT INNER REINFORCEMENT I.D. VRIES TOP VIEW JCKING PIPE I.D. & O.D. JOINT WILL COMPLY FOR RUBBER GSKETS PER: STM C-. SIZE JCKING PIPE 2" JCKING PIPE JCKING PIPE 5" JCKING PIPE 60" JCKING PIPE 6 JCKING PIPE B- C- B- 9 B- INSIDE DIMETER 2" 5" 60" 6 9 THICKNESS 7 1 2" 8 1 2" 9" 9 1 2" 10" 7" 7 " 9" OUTSIDE DIMETER 51" 5 65" 79" " 100" 11"

11 Drawing #: P-9 Date: 0207 Reinforced Concrete Pipe Increasers and Reducers ' LYING LENGTH - 27" I.D. & SMLLER I.D VRIES 8' LYING LENGTH - 0" I.D. & LRGER I.D. VRIES I.D VRIES 21" 21" SECTION VIEW - 27" ND SMLLER I.D. VRIES 2" 2" SECTION VIEW - 0" ND LRGER SEE PIPE JOINT DETILS FOR SPECIFICTIONS. SPECILLY FBRICTED FOR REQUIRED REDUCTIONS OR INCRESE. MEETS OR EXCEEDS THE REQUIREMENTS OF STM C-76 ND STM C-.

12 Drawing #: P-10 Date: 0207 Reinforced Concrete Pipe Bell and Spigot Plugs 120 VRIES 1-1/ HOLE (TYP.) 120 VRIES VRIES 120 TOP VIEW O.D. VRIES I.D. VRIES BELL PLUG SECTION VIEW O.D. VRIES SEE JOINT DETILS FOR SPECIFICTIONS. BELL & SPIGOT DIMENSIONS VRY BY PIPE SIZE. I.D. VRIES SPIGOT PLUG SECTION VIEW MEETS OR EXCEEDS THE REQUIREMENTS OF STM C-76 ND STM C-

13 Drawing #: P-11 Date: 007 Reinforced Concrete Pipe Joint Ties 1 PIECE FORMED EYE BOLT PIPE TIE - DJUSTBLE/ GLVNIZED OR PINTED 2" MX 2" MX 2" (dj. ± 1-1/2" min.) 2" (dj. ± 1-1/2" min.) PIPE TIE - HEVY DUTY/ GLVNIZED OR PINTED 2" (dj. ± 1-1/2" min.) WSHINGTON COUNTY, MN STNDOFF CULVERT TIE/ GLVNIZED

14 Drawing #: P-12 Date: 0207 Reinforced Concrete prons to C D B TIE HOLES TIE HOLE T PLN VIEW E OPTIONL DESIGN T TIE HOLE LOCTION 120 PIPE I.D. G LONGITUDINL SECTION END VIEW G ID (in) T DIMENSIONS IN INCHES B C D E G MEETS OR EXCEEDS THE REQUIREMENTS OF STM C-76 ND STM C-

15 Drawing #: P-1 Date: 0207 Reinforced Concrete Elliptical prons 1 to 60" Equivalent C D B TIE HOLES E T PLN VIEW OPTIONL DESIGN TIE HOLE LOCTION 120 TIE HOLES RISE SPN T LONGITUDINL SECTION END VIEW T DIMENSIONS IN INCHES EQUIVLENT DIMETER SPN RISE T B C D E MEETS OR EXCEEDS THE REQUIREMENTS OF STM C- ND STM C

16 Drawing #: P-1 Date: 0207 Reinforced Concrete Safety prons 15" to 2" W 2" R1" 1 8 " TOP VIEW NOTCH DETIL 2 HOLES FOR CONCRETE PIPE TIES 6 1 2" X 2-/ DEEP NOTCH TO RECEIVE OPTIONL GRTE. SEE NOTCH DETIL " B 5" H 1 (TYP.) 9" HNDLING HOLE " " W 2 1/2" (TYP.) END VIEW L LONGITUDINL SECTION 1:6 SLOPES SPECIFICTION I.D. 15" 1 2" B C.L. to C.L. ' - 0" ' - 0" 6' - 0" H 2" 2" 0" L 9' " 9' " 12' - " W 2" 2" 0" REINFORCING STEEL ND CONCRETE PER SHTO M170. OPTIONL GLVNIZED BRS LSO VILBLE. MEETS OR EXCEEDS THE REQUIREMENTS OF STM C-76 ND STM C-. I.D. 2" B C.L. to C.L. ' - 0" 1: SLOPES H 0" L 8' - 5" W 0" STEEL DESIGN IN CCORDNCE WITH.S.T.M. C SQ. IN./FT. LL REINFORCING DESIGNED FOR 1" MINIMUM COVER.

17 Drawing #: P-15 Date: 0207 Reinforced Concrete Safety prons to 2" TOP VIEW 2 HOLES FOR CONCRETE PIPE TIES C or 6 1 I.D. H F I.D. E B 1 (TYP.) T LONGITUDINL SECTION D 1:6 SLOPES I.D. T B C D E F H 2" " 2" 0" " 2 1 " " 60" 2" " " " " 81" 15" 9 2" 10" 2" 2" " " 120" 2" 1" 0" 11" 0" 1: SLOPES I.D. T B C D E F H " " 2 2" 10" 2" 2" " " 2" 9 0" 11" 0" SPECIFICTION REINFORCEMENT ND CONCRETE CONFORMS TO MN STNDRD RCP CLSS 2. OPTIONL GLVNIZED BRS LSO VILBLE. MEETS OR EXCEEDS THE REQUIREMENTS OF STM C-76 ND STM C-.

18 Drawing #: P-16 Date: 0207 Reinforced Concrete Safety prons 0" to C B E 1 TIE ROD LOCTED ON SPRING LINE H I.D. D1 D2 LONGITUDINL SECTION 0" TO 5" D T C B E TIE ROD LOCTED ON SPRING LINE 1 H I.D. 10" 2" D1 D2 D LONGITUDINL SECTION 60" & D T 2 PIECE SLOPED SFETY PRONS I.D. T B C D D1 D2 E H 0" 1 2 " " 2" 102" 102" None " 7" " 87" 15" 102" 102" None 6 1 " " 2" 1 2 " " 1 2 " 1" " " 51" 5" " 1 2 " " " " 1 2 " 192" " PIECE SLOPED SFETY PRONS I.D. T B C D D1 D2 D E H 60" " 1 2 " " 7" " 1 2 " " 8 SPECIFICTION REINFORCEMENT ND CONCRETE CONFORMS TO MN STNDRD RCP CLSS 2. OPTIONL GLVNIZED BRS LSO VILBLE. MEETS OR EXCEEDS THE REQUIREMENTS OF STM C-76 ND STM C-.

19 HINGED CONNECTIONS Roberts (Prestress, Precast and Pipe Division) 2" MX Drawing #: P-17 Date: 0206 Galvanized Trash Guards to RCP and 1 to 60" Equivalent Elliptical MX TIE HOLES BOLT HOLES TOP VIEW LL GURDS TO HVE (1) CROSS BR, 60" ND UP TO HVE (2) BRS EQULLY SPCED TIE HOLE LOCTION 120 TIE HOLE H HOT DIP GLVNIZED PER MNDOT 92 OR STM-15 END VIEW LONGITUDINL SECTION PIPE SIZE 15" 1 21" 2" 27" 0" 7 EQUIVLENT ID 8 " " " 1" 5" x 7 60" 8 " " 1" 7" 2" 5" HOLE ID " " " 7 8 " 7 8 " 7 8 " 7 8 " 7 8 " 7 8 " 7 8 " " BOLT ID 5 8 " 5 8 " 5 8 " " " " " " 1" 1" BR SIZE " " " 1" 1" 1" 1 1 " 1 1 " H " " " " 1" " 1" 5" 5" 5" 1" 1" PIPE SIZE 1" x 2" 19" x 0" 2" x 29" x 5" " x 5" x 60" " x 6 1 2" 0" 2" 5" HOLE ID " " 7 8 " 7 8 " 7 8 " 7 BOLT ID 5 8 " 5 8 " " " " 8 " 1" " " " " BR SIZE " 1" 1" 1" 1" H " " 5" 5" 60" " 1" 1 1 " 7" " 1" 11 " 7" " 1" 11 " 7" " 1" 1 1 " 7"

20 Drawing #: P-18 Date: 0215 STM C-506 Reinforced Concrete rch Pipe t Laying Length TONGUE & GROOVE JOINT DETIL R1 X1 Y1 Y2 X2 t Rise R R2 R Y Y X Span STM C-506 REINFORCED CONCRETE RCH PIPE NOMINL EQUIV. WTER RE SPN (IN) DI. (IN) (SQ. FT.) RISE (IN) SPN (IN) "t" (IN) X1, X (IN) X2 (IN) Y1 (IN) Y2 (IN) Y (IN) Y (IN) R1 (IN) R2 (IN) R (IN) WEIGHT (LBS/FT)

21 Drawing #: P-19 Date: 0215 Reinforced Concrete rch Pipe pron SPN TIE HOLES PLN VIEW C E RISE t x B t L LONGITUDINL SECTION END VIEW (tie hole location) RCH PIPE PRON NOMINL SPN (IN) EQUIV. DI. (IN) RISE (IN) SPN (IN) SLOPE (X) "t" (IN) (IN) B (IN) C (FT) E (FT) L (FT) WEIGHT PER SECTION (LBS)

22 Drawing #: M-1 Date: 0206 Reinforced Concrete Structure Sizing Chart to MNHOLE DIMETER MXIMUM PIPE SIZE FOR PRECST STRUCTURES STRIGHT RIGHT NGLE 2 RCP 2 RCP 18 RCP 18 RCP 21 RCP 5" 0 RCP 0 RCP 21 RCP 2 RCP 60" RCP RCP 2 RCP 0 RCP 6 6 RCP 6 RCP 0 RCP 6 RCP 2 RCP 2 RCP 6 RCP

23 MNHOLE DIMETER Roberts (Prestress, Precast and Pipe Division) Drawing #: M-2 Date: 0206 Reinforced Concrete Structure Sizing Chart to 120" MXIMUM PIPE SIZE FOR PRECST STRUCTURES STRIGHT RIGHT NGLE 2 RCP 8 RCP 8 RCP 2 RCP 8 RCP 9 60 RCP 60 RCP 8 RCP 5 RCP RCP 66 RCP 5 RCP 60 RCP 120" 72 RCP 72 RCP 60 RCP

24 Drawing #: M- Date: 007 Reinforced Concrete Manhole Gasket Joint Details to B Wall J X Y1 Y2 D1 D2 SECTION VIEW - TO MNHOLE SINGLE OFFSET JOINT FOR MNHOLES - B ID D1 D2 J X Y1 Y2 5" 60" 6 2.0" " 2.1" 2.9" 2.5" " " 77.99" " " 77.95" 1 " 1 " " 5" 5" 2.50" 2.50" 2.50" 2.50" 2.50" " " " 7" WT./FT MEETS OR EXCEEDS THE REQUIREMENTS OF STM C- ND STM C-78

25 Drawing #: M- Date: 007 Reinforced Concrete Manhole Gasket Joint Details to 1" B Wall J Y1 Y2 D1 X D2 TO 1" MNHOLES - SINGLE OFFSET JOINT ID D1.25" 91.50" " " " B JOINT PROPERTIES - SINGLE OFFSET D2 J X Y1 Y " " " " STRIGHT " 2 " L1 L2 WEIGHT/FT " " " 2 " " 10" STRIGHT 120".21" " " " 0.150" 0.500" 11" STRIGHT 875 1" " " " 0.150" 0.500" STRIGHT " STRIGHT MEETS OR EXCEEDS THE REQUIREMENTS OF STM C- ND STM C-78

26 Drawing #: M-5 Date: 0206 Rubber Watertight Pipe to Structure Boot CLMP ON INSIDE TO CONNECT BOOT TO STRUCTURE. CLMP FOR CONNECTION TO PIPE. NOTE: LL BOOTS RE MDE OF CORROSION RESISTNT RUBBER WITH LL STINLESS STEEL COMPONENTS WHICH MEET OR EXCEED LL REQUIREMENTS OF STM C-92, STM C-178 ND STM C-12.

27 Drawing #: M-6 Date: 0206 Polypropylene Manhole Steps TLL END LUGS TO PREVENT FOOT FROM SLIPPING OFF DRIVE IN CLETS 10" O.C. POLYPROPYLENE STEP - TOP VIEW POLYPROPYLENE STEP - FRONT VIEW LL POLYPROPYLENE STEPS MEET THE REQUIREMENTS OF STM C-78 ND SHTO M-199. STEPS CN BE DRIVEN INTO TWO PRLLEL 1" ID DRILLED HOLES " DEEP.

28 Drawing #: M-7 Date: 007 Reinforced Concrete Tongue and Groove Manhole Risers HEIGHT MNHOLE I.D. SECTION VIEW STOCK TONGUE & GROOVE RISERS FOR MNHOLES MNHOLE I.D. to 9 to 9 to 1" to 1" to 1" to 1" to 1" 5" to 120" HEIGHT 1 2" 2" 60" 5" to 120" 9 SEE MNHOLE JOINT DETIL FOR SPECIFICTIONS. ND 1 HEIGHTS WITH FLT TOP RE LSO STOCK ITEMS. SPECIL FLT TOP HEIGHTS VILBLE IN 2" INCREMENTS. MEETS OR EXCEEDS THE REQUIREMENTS OF STM C- ND STM C-78

29 Drawing #: M-8 Date: 0206 Reduction Manholes Sanitary or Storm SEE MNHOLE COVER DETILS. REDUCING CONE OR 60" I.D. MNHOLE I.D. MNHOLE I.D. CUTOUT CUTOUT SECTION VIEW SECTION VIEW PRECST REINFORCED CONES ND RISER SECTIONS CONFORM TO STM C-78 ND STM C-. SEE DETILS FOR JOINT ND SLB INFORMTION.

30 Drawing #: M-9 Date: 0207 Typical Sanitary Manhole with Poured Invert RUBBER BOOT (TYPICL) STEPS 1 O.C. MNHOLE I.D. BSE HEIGHT VRIES OR 1 OR SECTION UNDER CONE (IF REQUIRED) SECTION VIEW PRECST REINFORCED CONES ND RISER SECTIONS CONFORM TO STM C-78 ND STM C-. SEE DETILS FOR JOINT INFORMTION. POURED INVERT VILBLE IN VRYING SIZES ND CONFIGURTIONS.

31 Drawing #: M-10 Date: 0207 Sanitary Outside Drop Manhole with Poured Invert TOP OF DROP INVERT ELEVTION D.I.P. ELBOW CST WITH BSE LIFTING HOOK RUBBER BOOT (TYPICL) STEPS 1 O.C. MNHOLE I.D. BSE HEIGHT VRIES OR VRIES SECTION VIEW PRECST REINFORCED CONES ND RISER SECTIONS CONFORM TO STM C-78 ND STM C-. SEE DETILS FOR JOINT INFORMTION.

32 SEE MNHOLE COVER DETILS. Roberts (Prestress, Precast and Pipe Division) Drawing #: M-11 Date: 007 Reinforced Concrete Storm Base Sections with Flat Top and Cutouts SEE MNHOLE COVER DETILS. MNHOLE I.D. MNHOLE I.D. CUTOUT SEE MNHOLE BSE DETILS FRONT SECTION VIEW SEE MNHOLE BSE DETILS SIDE SECTION VIEW THICKNESS FOR STORM MNHOLES MNHOLE I.D. WT./FT. 5" 60" " 1" 5" " " 7" 9" 10" 11" SEE MNHOLE JOINT DETIL FOR SPECIFICTIONS. SPECIL FLT TOP HEIGHTS VILBLE IN 2" INCREMENTS. LSO VILBLE WITH TONGUE & GROOVE BOTTOM SECTIONS FOR TLLER STRUCTURES. MEETS OR EXCEEDS THE REQUIREMENTS OF STM C- ND STM C-78. CUTOUT SIZES FOR RC PIPE RCP PIPE I.D. CUTOUT SIZE 20" 15" 2" 21" 2 2" 2" 27" 0" " " 2" 57" 5" 60" "

33 NOTE: SEE BSE SLB DETILS FOR SPECIFICTIONS. LL STRUCTURES MEET OR EXCEED THE REQUIREMENTS OF STM C-78. Roberts (Prestress, Precast and Pipe Division) Drawing #: M-12 Date: 007 Catch Basins 27", 0", Type G and Type F Cones and 2x Boxes 0" 0" to 27" 0" 5" 5" 27" I.D. CTCH BSIN 0" I.D. CTCH BSIN VILBLE ONLY IN 0" HEIGHT. VILBLE IN 2" INCREMENTS FROM 0" TO IN HEIGHT. HEIGHT HEIGHT 5" I.D. TYPE "G" CONE I.D. TYPE "F" CONE VILBLE IN, 2" ND IN HEIGHT. VILBLE IN, 2",, 5" 60", 6 ND IN HEIGHT. HEIGHT " 2" 5" x 50" x BSE SLB 2x BOX - FRONT SECTION VIEW 2x BOX - TOP VIEW IN STOCK SIZES VILBLE IN 2", 0",, 2" ND IN HEIGHT, WITH 2" END OR SIDE CUTOUT. SPECIL SIZES VILBLE IN 27", ", 9", ND 5" IN HEIGHT, WITH VRIBLE END ND/OR SIDE CUTOUT.

34 TOP SECTION POURED BY CONTRCTOR IN THE FIELD. Drawing #: M-1 Date: 0207 St. Paul, MN Type 7 Sump Catch Basin 2" 2" 2" FRONT SECTION VIEW SIDE SECTION VIEW 2 1 " 21 " 1 2 " NOTE: MEETS OR EXCEEDS THE REQUIREMENTS OF STM C-78. JOINT DETIL

35 Drawing #: M-1 Date: 0206 St. Paul, MN Type Manhole VRIES x x 1 CONCRETE MSONRY UNIT - CONSTRUCTED BY CONTRCTOR IN THE FIELD. FRONT SECTION VIEW 18½" 27" 18½" 2" PLN VIEW - BSE SLB PLN VIEW - TOP SLB

36 Drawing #: M-15 Date: 0206 St. Paul, MN Type Manhole 80" VRIES x x 1 CONCRETE MSONRY UNIT - CONSTRUCTED BY CONTRCTOR IN THE FIELD. 8 FRONT SECTION VIEW 8 26½" 27" 26½" 0" 8 80" 80" PLN VIEW - BSE SLB PLN VIEW - TOP SLB

37 0" Roberts (Prestress, Precast and Pipe Division) COVER CSTING NO. 715 OR 716 (SEE PLN) Drawing #: M-16 Date: 0207 State of MN LP Catch Basin Standard Plate #021 22" RING CSTING NO MODIFIED BY THE DDITION OF LUGS T QURTER POINTS. (SEE LUG DETIL) LUG MEETS OR EXCEEDS THE REQUIREMENTS OF STM C-78. STEEL NOSING (SEE DETIL) TOP VIEW 60" " x " CHMPFER PPROCHING TRFFIC END. " STEEL NOSING SEE DETIL " SEE LUG DETIL 2" 15" " 2" 2" x x 60" PRECST BSE. CONSTRUCT LOWER SECTION OF SOLID MSONRY OR CST IN PLCE CONCRETE. CONSTRUCT LOWER SECTION OF SOLID MSONRY OR CST IN PLCE CONCRETE. FRONT SECTION VIEW 1" DEEP x " x 2" KEYWY. SIDE SECTION VIEW 5 8 " " 1/" ID IR HOLE T 2" SPCES. " 1/" ID x 2" LONG BOLTS. TCK WELD TO PLTE T LTERNTE SPCES " 2" 7 8 " " STEEL NOSING DETIL SECTION VIEW LUG DETIL TOP VIEW LUG DETIL

38 Drawing #: M-17 Date: 0207 Typical Reinforced Concrete T Manhole MNHOLE I.D. VRIES BENT STEEL FILLED WITH CONCRETE. HOLE CUT IN PIPE WITH EXPOSED STEEL FOR TYING SECTIONS TOGETHER. PIPE I.D. VRIES 8' LYING LENGTH SECTION VIEW SEE JOINT DETILS FOR SPECIFICTIONS. VILBLE WITH VRYING PIPE & MNHOLE SIZE COMBINTIONS. MEETS OR EXCEEDS THE REQUIREMENTS OF STM C-76, STM C- ND STM C-78.

39 Drawing #: M-18 Date: 007 Lift Stations and Valve Manholes SEE TOP SLB DETIL VILBLE WITH HTCH CST IN TOP SLB. SEE TOP SLB DETIL MNHOLE I.D MNHOLE I.D. SEE BOOT DETIL VLVE MH - SECTION VIEW LIFT STTION - SECTION VIEW CL to CL " CL to CL " LIFT STTION - TOP VIEW VLVE MH - TOP VIEW SEE MNHOLE JOINT DETILS FOR SPECIFICTIONS. VILBLE WITH VRYING THICKNESS TOP SLBS ND POURED BOTTOMS. MEETS OR EXCEEDS THE REQUIREMENTS OF STM C- ND STM C-78.

40 Drawing #: M-19 Date: 007 Sloped Top Pond Skimmer Structures to 1" SLOPE VRIES MNHOLE I.D. FRONT SECTION VIEW HINGES (TYP.) OPTIONL GLVNIZED PLTE STYLE GRTE. SEE MNHOLE JOINT DETILS FOR SPECIFICTIONS. VILBLE WITH BSE SLB OR POURED BOTTOM. SEE RISER DETIL FOR THICKNESS. VILBLE WITH OPTIONL SKIMMER GRTE. MEETS OR EXCEEDS THE REQUIREMENTS OF STM C- ND STM C-78. TOP VIEW FSTENERS (TYP.)

41 Drawing #: M-20 Date: 007 Sloped Top Pond Skimmer Structures to 1" with Slide in Weir Wall SLOPE VRIES KEYWY FOR SLIDE IN WEIR. - 2" WIDER THN WEIR THICKNESS SKIMMER I.D. + 1" VRIES VRIES VRIES MNHOLE I.D. VRIES FINISHED HOLE TOP ELEVTION VRIES VRIES HOLE ELEVTION VRIES VRIES VRIES VRIES BOTTOM ELEVTION FRONT SECTION VIEW POND SKIMMER FRONT ELEVTION WEIR SIDE ELEVTION WEIR SLIDE IN WEIR S VILBLE IN VRYING SIZES ND CONFIGURTIONS TO MEET PROJECT SPECIFICTIONS. SEE MNHOLE JOINT ND RISER DETILS. VILBLE WITH BSE SLB OR POURED BOTTOM. VILBLE WITH OPTIONL SKIMMER GRTE. MEETS OR EXCEEDS THE REQUIREMENTS OF STM C- ND STM C-78.

42 Drawing #: M-21 Date: 0207 Hydroguard Stormwater Treatment Structure VRIES S NEEDED STRUCTURE I.D. INNER CHMBER OUTLET BFFLE INLET PIPE INNER CHMBER INLET INNER CHMBER OUTLET B C E I H F G J OUTLET PIPE OUTLET CHMBER D INNER CHMBER MIDDLE CHMBER OUTLET CHMBER HYDROGURD - SECTION VIEW RIGHT 90 BEND TOP VIEW RIGHT < 5 BEND STRUCTURE I.D " 1" - I.D. 0" 60" 7 9 B 60" C 60" D 0" 0" 0" 0" 0" E 1 20" 2" F 9" " 7" G 1 22" 2 H I 5" 15" 15" 11" 1 1" 1 1 J 15" 2" 0" PERMNENT POOL VOLUME 50 US GLLONS 1200 US GLLONS 200 US GLLONS 00 US GLLONS 7000 US GLLONS STRUCTURE EFFICIENTLY REMOVES SUSPENDED SOLIDS (ND SSOCITED METLS, NUTRIENTS ND BCTERI), OIL, ND TRSH FROM STORMWTER RUNOFF FULFILLING THE REQUIREMENTS OF MOST NPDES PERMITS ND CLEN WTER CT REQUIREMENTS. TECHNICL INFORMTION ND SIZING VILBLE ON REQUEST. MEETS OR EXCEEDS THE REQUIREMENTS OF STM C-76 ND STM C-78.

43 LIFT HOOKS SPCED 120 PRT Roberts (Prestress, Precast and Pipe Division) SPCING " PER CHRT TYP. Drawing #: M-22 Date: 007 Manhole or Catch Basin Top Slab with 27" Opening 5 to 16 Outer Diameter 2'-10" LONG BR IN BOTTOM " CLR. ONE EXTR BR IN THE BOTTOM CENTER BETWEEN FIRST ND SECOND BR NEXT TO OPENING. K " OPENING SIZE CLR. L REINFORCEMENT BRS - PLCE ON TOP OF BOTTOM BRS. TYP. LL COVERS. TYP. COVER O.D. TOP SECTION VIEW T SIDE SECTION VIEW CB or MH I.D. OPENING SIZE BOTTOM BRS ECH WY 5 27" NONE # 5" 60" 27" 10" 27" # 7" 6 79" 27" 7" 9" 10" # 7" TOP SLB O.D. 65" 8 27" T K 7" L 9" 10" TOP BRS ECH WY 10" 10" # # WEIGHT SHTO HS 25 LODING. REINFORCEMENT PER MN SPEC. 01 GRDE 60. NY STEEL REINFORCEMENT THT IS WELDED DURING FBRICTION MEETS THE REQUIREMENTS OF STM " 100" 11" 12 27" 27" 27" 27" 9" 9" 10" 11" 11" 11" 1" 10" 10" 10" 10" # 5" # # # ,010 16,155 1" 16 27" 1" 10" # 2,20 TOP LYER OF STEEL NOT REQUIRED FOR 5 O.D. COVERS. COVERS VILBLE WITH CONCENTRIC CUTOUTS S WELL S SPECILTY SIZES ND THICKNESS NOT LISTED.

44 LIFT HOOKS SPCED 120 PRT Roberts (Prestress, Precast and Pipe Division) SPCING PER CHRT " TYP. Drawing #: M-2 Date: 007 Manhole or Catch Basin Top Slab with 2x Opening 5 to 16 Outer Diameter 2'-10" LONG BR IN BOTTOM " CLR. ONE EXTR BR IN THE BOTTOM CENTER BETWEEN FIRST ND SECOND BR NEXT TO OPENING. K 2X OPENING L REINFORCEMENT BRS - PLCE ON TOP OF BOTTOM BRS. TYP. LL COVERS. TOP SLB O.D. TOP SECTION VIEW T SIDE SECTION VIEW CB or MH I.D. 5" 60" " TOP SLB O.D. 5 65" 79" 2 X " 9" 8 100" 11" 12 OPENING SIZE T K 2 X 1" 2 X 2 X 2 X 2 X 2 X 2 X 2 X " 15" 1 17" 1 19" 20" L 9" 10" 11" 11" 1" TOP BRS ECH WY NONE 10" 10" 10" 10" 10" 10" 10" 10" BOTTOM BRS ECH WY # # # 7" # 7" # # 5" # # # WEIGHT ,705 15,850 1" 16 2 X 21" 1" 10" # 2,00 SHTO HS 25 LODING. REINFORCEMENT PER MN SPEC. 01 GRDE 60. NY STEEL REINFORCEMENT THT IS WELDED DURING FBRICTION MEETS THE REQUIREMENTS OF STM 706. TOP LYER OF STEEL NOT REQUIRED FOR 5 O.D. COVERS. COVERS VILBLE WITH CONCENTRIC CUTOUTS S WELL S SPECILTY SIZES ND THICKNESS NOT LISTED.

45 LIFT HOOKS SPCED 120 PRT SPCING PER CHRT Roberts (Prestress, Precast and Pipe Division) " TYP. LIFT HOOKS SPCED 90 PRT Drawing #: M-2 Date: 007 Manhole or Catch Basin Keyed Top Slab 5 to 16 Outer Diameter SPCING PER CHRT 2'-10" LONG BR IN BOTTOM " CLR. ONE EXTR BR INTHE BOTTOM CENTER BETWEEN FIRST ND SECOND BR NEXT TO OPENING. K " OPENING SIZE CLR. L K OPENING SIZE CLR " L REINFORCEMENT BRS - PLCE ON TOP OF BOTTOM BRS. TYP. LL COVERS. O.D. TYP. O.D. TOP SECTION VIEW TOP SECTION VIEW H T H T SIDE SECTION - BOTTOM KEYED SIDE SECTION - BOTTOM & TOP KEYED CB or MH I.D. TOP SLB O.D. 5 OPENING SIZE 27" T H 1" K L TOP BRS ECH WY NONE BOTTOM BRS ECH WY # WEIGHT " 60" 65" 27" 27" 1" 1" 7" 9" 6 79" 27" 1" 10" 8 27" 1" 10" 100" 27" 1" 9" 11" 9 11" 27" 1" 9" 11" " 17" 10" 120" 27" 17" 11" 1" 1" 16 27" 17" 1" 5" 65" 21" 7" 10" 10" 10" 10" 10" 10" 10" 10" 10" 10" # # 7" # 7" # # 5" # # # # # ,865 17,195 26, SHTO HS 25 LODING. REINFORCEMENT PER MN SPEC. 01 GRDE 60. NY STEEL REINFORCEMENT THT IS WELDED DURING FBRICTION MEETS THE REQUIREMENTS OF STM 706. TOP LYER OF STEEL NOT REQUIRED FOR 5 O.D. COVERS. 60" 6 21" 79" 21" 9" 8 21" 9" 7" 10" 10" 10" # 7" # 7" # COVERS VILBLE WITH CONCENTRIC CUTOUTS S WELL S SPECILTY SIZES ND THICKNESS NOT LISTED. 100" 21" 9" 10" 10" # 5" " 21" 9" 11" 10" # " 10" 11" 10" # 1, " 21" 11" 10" # 16,55 1" 16 21" 1" 10" # 26,000

46 Drawing #: M-25 Date: 007 Manhole or Catch Basin Base Slab " to 180" Outer Diameter REINFORCING IN ECH DIRECTION. SEE TBLE FOR SPCING " CLR. LIFTING HOOKS SPCED 120 PRT. O.D. TOP SECTION VIEW T SIDE SECTION VIEW CB or MH I.D. BSE O.D. T BR # SPCING WEIGHT 27" 9" 5" 520 0" " 805 2" x x 50" " " 80" " " 7980 SHTO HS 25 LODING. REINFORCEMENT PER MN SPEC. 01 GRDE 60. NY STEEL REINFORCEMENT THT IS WELDED DURING FBRICTION MEETS THE REQUIREMENTS OF STM 706. BSE SLBS VILBLE WITH SPECILTY SIZES ND THICKNESS NOT LISTED " 1,85 120" 1 17,715 1" 180" 27,80

47 Drawing #: M-26 Date: 0207 Stool Grate Reinforced Concrete Frame F100 CIRCULR REINFORCEMENT BR, PPROX. '-2" I.D. F1001 (TYP.) F1002 CIRCULR REINFORCEMENT BR, PPROX. 2'-9" I.D. "± TOP VIEW '- 5"± F1001 DETIL 1 " " 2'-0" " 1 " F1002 2" CLR. TYP. F100 " " 8 - F1001 BRS EQULLY SPCED (SEE DETIL) SECTION VIEW

48 120 Drawing #: M-27 Date: 0206 Reinforced Concrete Cap Skimmer 9" Outer Diameter 9" " LIFTING HOOKS SPCED 120 PRT. TOP SECTION VIEW 9" 1" " " 10" SIDE SECTION VIEW NOTE: SEE MNDOT STNDRD PLTE NO. 108F FOR DETILS FOR FRME CST IN SLB.

49 Transmittal Date Page Number Roberts (Prestress, Precast and Pipe Division) Transmittal Record Sheet for dditions and/or Revisions to County Materials Pipe Product Catalog Subject