part 4 standard construction detailsglenwoodmu.com/.../2017/09/part-4-standard-constru… · ·...

PART 4

STANDARD CONSTRUCTION DETAILS

PART 4

STANDARD CONSTRUCTION DETAILS

A. STANDARD CONSTRUCTION DETAILS

1. Typical Thrust Block Placement 2. Pipe Bend Anchor 3. Pipe Envelope - Water Mains 4. Valve & Valve Box 5. Fire Hydrant Assembly 6. Standard Blow Off Assembly 7. Special Blow Off Assembly 8. Air Release Valve Manhole 9. Water Service Tap 10. Tie Rod Assembly 11. Water/Sewer Pipe Crossing 12. Pipe Envelope- Sanitary Sewer 13. Sanitary Sewer Manhole 14. Manhole Cover Details 15. Drop Manhole 16. Force Main Air Valve Manhole 17. Sewer Service Wye- Plan View 18. Sewer Service Connection- Section View 19. Sewer Service Riser Detail 20. Sewer Cleanout Detail 21. Sewer Service Connection For Grinder-Pump Discharge into a

Pressure Sewer Main. 22. Sewer Service Connection For Grinder-Pump Discharge into a

Gravity Sewer Manhole. 23. Gravity Sewer Service Line Details 24. Utility Service Line Details 25. Type A Grease Interceptor 26. Type I Waste Interceptor 27. Typical Outside Meter Box

TYP. THRUST BLOCK

BEARING AREA OF BLOCK "A" SQ. FT.

PLACEMENT

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[OPCE: Z:\Details\Glenwood M.U. Details\Standard Details.dwg : (1)] [Plot Date: 4/5/2017 9:37 AM]Z:\Details\Glenwood M.U. Details\Standard Details.dwg : (1)] [Plot Date: 4/5/2017 9:37 AM] : (1)] [Plot Date: 4/5/2017 9:37 AM](1)] [Plot Date: 4/5/2017 9:37 AM]] [Plot Date: 4/5/2017 9:37 AM]4/5/2017 9:37 AM]]

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REV.

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DATE

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DATE: August 2008

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GLENWOOD MUNICIPAL UTILITIES

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GMU -1

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GLENWOOD, IOWA

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NOTES:

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11-1/4%%D

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22-1/2%%D

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45%%D

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90%%D

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BEND

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BEND

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BEND

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BEND

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TEE & END

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3. ARROWS INDICATE DIRECTION OF THRUST

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2. DO NOT EXTEND CONCRETE BEYOND BELL FITTING.

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1. BEAR THRUST BLOCKS AGAINST UNDISTURBED EARTH.

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3.9

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2.7

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1.8

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1.0

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7.7

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5.4

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3.3

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1.9

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14.9

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10.5

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6.4

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3.8

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27.3

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19.3

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11.8

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6.9

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19.4

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13.7

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8.4

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4.9

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10

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8

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6

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4

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SIZE

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PIPE

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14

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12

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34.0

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26.3

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47.9

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37.0

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26.1

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20.2

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13.3

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10.3

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5.3

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6.8

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16

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44.0

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62.0

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33.6

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10.3

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17.1

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OLMSTED & PERRY

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CONSULTING ENGINEERS INC.

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4.REQUIRED THRUST BLOCK AREAS "A" ARE BASED REQUIRED THRUST BLOCK AREAS "A" ARE BASED ON A SOIL BEARING PRESSURE OF 2000 PSF AND A DESIGN PRESSURE OF 250 PSI.

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5.THRUST BLOCKS SHALL BE PLACED SO AS TO THRUST BLOCKS SHALL BE PLACED SO AS TO ALLOW FULL ACCESS TO FITTING BOLTS ON THE ASSEMBLY.

PIPE BEND ANCHOR

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MIN.

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(MIN.) TYP.

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CONCRETE

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BLOCK

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(6' LENGTH EA.)

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LOOPED OVER BEND

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2-#4 TIE BARS

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GRADE

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PROPOSED

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11 , 22 OR 45° BEND14, 22 OR 45° BEND12 OR 45° BEND

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6" OR 8" PIPE (CONSULT GMU FOR ANCHOR SIZES BEYOND 8" SIZE)

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LEAVE ACCESS TO FITTING BOLTS

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REV.

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DATE

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DATE: May 2008

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OLMSTED & PERRY

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GMU -2

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GLENWOOD, IOWA

PIPE ENVELOPE - WATER

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OLMSTED & PERRY

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DATE: May 2008

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DATE

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REV.

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GLENWOOD, IOWA

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GMU -3

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SPECIFIED

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BACKFILL AS

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WATER MAIN

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NOTE: 1. TRENCH SHALL BE BRACED, SHEETED OR SLOPED TRENCH SHALL BE BRACED, SHEETED OR SLOPED AS NECESSARY FOR THE SAFETY OF THE WORKMAN & PROTECTION OF OTHER UTILITIES IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL SAFETY REGULATIONS.

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CAREFULLY PLACED & COMPACTED FILL

VALVE & VALVE BOX

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FINISH GRADE

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ADJUSTABLE VALVE

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BOX AS SPECIFIED

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AS SPECIFIED

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WATER MAIN

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PRECAST CONCRETE THRUST BLOCK

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GATE OR BUTTERFLY VALVE AS SPECIFIED

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6" PCC x 24" SQ. CAST-IN-PLACE CONCRETE COLLAR AT GRADE LEVEL (FOR UNPAVED FINISH GRADES)

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#4 BARS

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TRACING WIRE LOCATOR ACCESS BOX

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TRACING WIRE

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OLMSTED & PERRY

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DATE: May 2008

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DATE

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REV.

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GLENWOOD, IOWA

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GMU -4

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FIRE HYDRANT ASSEMBLY

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LAYOUT PLAN

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GMU

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1

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VALVE BOX

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6" GATE VALVE

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SEE CONSTRUCTION PLAN FOR ORIENTATION (ORIENTATION MAY VARY)

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FIRE HYDRANT (MUELLER CENTURION A-423)

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PLACE 7 CU. FT. OF CLEAN PEBBLE ROCK AROUND BASE OF HYDRANT TO ALLOW DRAINAGE BELOW HYDRANT WEEP HOLE

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THRUST BLOCK. DO NOT COVER FITTING BOLTS.

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THRUST BLOCK

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1

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GMU

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WATER MAIN TEE

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RETAINERS AND/OR TIE RODS

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LINE TRACING WIRE

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6" PCC x 24" SQ. CAST-IN-PLACE CONCRETE COLLAR

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TRACING WIRE LOCATOR ACCESS BOX

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NOTE:SPECIAL FITTINGS & EXTENSIONS SPECIAL FITTINGS & EXTENSIONS SHALL BE ALLOWED FOR DEEP SETTINGS OR FOR ALIGNMENTS REQUIRED ON SLOPES.

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OLMSTED & PERRY

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DATE: August 2008

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DATE

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REV.

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GLENWOOD, IOWA

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GMU -5

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STD. BLOWOFF ASSEMBLY

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6" EXTENSION & CAP

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WATER MAIN

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INSTALL REDUCER

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(IF REQUIRED)

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1/4-INCH DIA. BLEED HOLE

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CLEAN PEBBLE ROCK

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BLOWOFF PIPING AS SPECIFIED (CONSULT GMU FOR SIZING)

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SCREWED CAP FOR FIRE HOSE CONNECTION W/ NATIONAL FIRE HOSE THREAD OR 6" FLANGED FLAP GATE ON 6" SIZE BLOW-OFF

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GMU

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1

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THRUST

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BLOCK

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PAINT FIRE HYDRANT RED

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GATE VALVE W/ BOX AS SPECIFIED

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NOTE: GMU SHALL DETERMINE SIZE OF BLOWOFF ASSEMBLY. GMU SHALL DETERMINE SIZE OF BLOWOFF ASSEMBLY. IF 3-INCH SIZE, PIPE SHALL BE 3-INCH FLANGED D.I.P. W/ 2 " NFT DISCHARGE THREAD. IF 6-INCH 12" NFT DISCHARGE THREAD. IF 6-INCH SIZE, PIPE SHALL BE BE 6-INCH FLANGED D.I.P. W/ 6-INCH FLANGED FLAP GATE ON DISCHARGE.

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OLMSTED & PERRY

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DATE

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REV.

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DATE: August 2008

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GLENWOOD, IOWA

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GMU -6

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SPECIAL BLOWOFF ASSEMBLY

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2" COPPER PIPE TYPE

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MAINGUARD 2"

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POST HYDRANT

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INSTALL REDUCER

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(IF REQUIRED)

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WATER MAIN

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GROUND

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UNDISTURBED EARTH

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2" SIDE INLET

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BURY DEPTH

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(MIN.)

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THRUST BLOCK

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LINE

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2 1/2" NST OUTLET

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NO. 77 BLOWOFF HYDRANT KUPFERLE FOUNDRY CO.

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NOTE:BLOWOFF HYDRANT SHALL BLOWOFF HYDRANT SHALL BE PAINTED FIRE HYDRANT RED PRIOR TO INSTALLATION.

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1

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GMU

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2" PACK JOINT CC x 2" MALE I.P. OUTLET PER SPECS.

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CLEAN PEBBLE ROCK AROUND WEEP HOLE

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2" BALL TYPE CURBSTOP W/ PACK JOINT COUPLING CC & BOX (MINN. PATTERN)

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OLMSTED & PERRY

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DATE

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REV.

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DATE: August 2008

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GLENWOOD, IOWA

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GMU -7

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AIR RELEASE VALVE MANHOLE

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TAP ON MAIN

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WATER MAIN

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#4 @ 12" O.C.E.W.

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6"x8' P.T. STEEL POST

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2-90%%D ELBOWS

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W/ SCREEN

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90%%D ELBOW

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2-90%%D GALV. ELBOWS

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UNION

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MH STEPS @

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SPECIFIED

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16" O.C. AS

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NOTE: SIZE OF VENT PIPE SHOULD

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MATCH SIZE OF VALVE:

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201C - 1"

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202C - 2"

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203C - 3"

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FASTEN TO POST W/ 2 CONDUIT STRAPS

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2"DIA. GALV. PIPE

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MANHOLE RING & COVER (DEETER NO. 1113)

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PRECAST FLATTOP MANHOLE COVER

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48" PRECAST MANHOLE SECTION

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COMB. AIR VALVE (VALMATIC SERIES 200- SIZE BY GMU)

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CORPORATION STOP (SIZE BY GMU)

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12"x12"x16" GRAVEL OR CRUSHED STONE SUMP DRAIN

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PAINT FIRE HYDRANT RED

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OLMSTED & PERRY

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DATE

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REV.

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DATE: August 2008

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GLENWOOD, IOWA

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GMU -8

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SECTION

WATER SERVICE TAP

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PC CONCRETE

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1-INCH MIN. COPPER SERVICE

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MINNEAPOLIS PATTERN 1 " x 1 " SIZE 12" x 1 " SIZE 14" SIZE TELESCOPING CURB BOX W/ LID ("WATER" CAST IN LID)

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COPPER WATER SERVICE EXTENSION TO HOME OR BUSINESS (& TO METER IF REQ'D)

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TEMPORARY CAP IF SERVICE EXTENSION IS DELAYED

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1-INCH BALL TYPE CURB STOP W/ COPPER FLARE FITTINGS

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CORP. STOP

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WATER MAIN (SIZE VARIES)

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DIRECT TAP THREAD FOR D.I.P. OR APPROVED SADDLE FOR PVC

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90° SERVICEFITTING

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PROPERTY LINE

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CONCRETE SUPPORT BLOCK (8"x16"x4")

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NOTES: 1. TAPPING SADDLE, CORPORATION STOP, SERVICE FITTING, CURB STOP & BOX AND TAPPING SADDLE, CORPORATION STOP, SERVICE FITTING, CURB STOP & BOX AND METER MUST BE OBTAINED FROM THE GLENWOOD MUNICIPAL UTILITIES (GMU) AT PREVAILING COST. 2. TAPPING OF DUCTILE IRON MAINS MAY BE PERFORMED WITHOUT TAPPING SADDLES. TAPPING OF DUCTILE IRON MAINS MAY BE PERFORMED WITHOUT TAPPING SADDLES. 3. MINIMUM SIZE OF WATER SERVICE IS 1-INCH DIAMETER (3/4-INCH AT ELEVATIONS MINIMUM SIZE OF WATER SERVICE IS 1-INCH DIAMETER (3/4-INCH AT ELEVATIONS BELOW 1080). CONTACT GMU FOR DETAILS IF LARGER SIZE SERVICE IS REQUIRED. 4. BACKFILL UNDER PIPE TO LIMITS OF EXCAVATION W/ CAREFULLY COMPACTED & BACKFILL UNDER PIPE TO LIMITS OF EXCAVATION W/ CAREFULLY COMPACTED & GRADED CRUSHED ROCK. 5. CONTACT GMU FOR METER PLACEMENT. FOR SERVICE EXTENSIONS GREATER THAN CONTACT GMU FOR METER PLACEMENT. FOR SERVICE EXTENSIONS GREATER THAN 100 FEET, METER SHALL BE PLACED IN A METER PIT AT THE PROPERTY LINE. 6. AN APPLICATION FOR WATER SERVICE MUST BE MADE WITH THE GMU BEFORE ANY AN APPLICATION FOR WATER SERVICE MUST BE MADE WITH THE GMU BEFORE ANY WORK IS PERFORMED. APPLICANT MUST PAY ALL REQUIRED CONNECTION & IMPACT FEES. 7. CONTACT GMU FOR METER SIZES, METER SETTINGS, EXPANSION TANK CONTACT GMU FOR METER SIZES, METER SETTINGS, EXPANSION TANK REQUIREMENTS & OTHER DETAILS OF SERVICE.

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OLMSTED & PERRY

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DATE: August 2008

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DATE

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REV.

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GLENWOOD, IOWA

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GMU -9

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TIE ROD ASSEMBLY

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EYE BOLT

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MECHANICAL JOINT

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FOLLOWER RING

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3/4" MILLED STEEL TIE ROD (4 RODS EVENLY SPACED)

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OLMSTED & PERRY

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DATE

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REV.

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DATE: May 2008

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GLENWOOD, IOWA

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GMU -10

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SEWER UNDER WATER MAIN

SEWER OVER WATER MAIN

WATER/SEWER PIPE CROSSING

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IF WATER PRESSURE PIPE IS NECESSARY, IT SHALL

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THAN 10 FEET FROM WATER MAIN C.L.

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SEWER

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MAIN

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BE INSTALLED SO THAT NO JOINT OCCURS LESS

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SEWER

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MAIN

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SO THAT NO JOINT OCCURS LESS THAN

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PIPE AS SPECIFIED SHALL BE INSTALLED

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TILE

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"X"

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10 FEET FROM WATER MAIN C.L.

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MIN.

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2'-0"

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SEWER

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TILE

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SEWER

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WATER MAIN OR WATER SERVICE LINE

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WATER MAIN OR WATER SERVICE LINE

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WATER TIGHT TRANSITION COUPLING (TYP.)

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1. WHEN "X" IS 18" OR MORE, SANITARY WHEN "X" IS 18" OR MORE, SANITARY "X" IS 18" OR MORE, SANITARY IS 18" OR MORE, SANITARY SEWER MAIN SPECIFIED MAY BE USED THROUGHOUT. 2. WHEN "X" IS LESS THAN 18", SEWER WHEN "X" IS LESS THAN 18", SEWER "X" IS LESS THAN 18", SEWER IS LESS THAN 18", SEWER MAIN SHALL BE CONSTRUCTED OF 150 PSI WATER PRESSURE PIPE. 3. MINIMUM SEPARATION ALLOWED SHALL BE MINIMUM SEPARATION ALLOWED SHALL BE 6-INCHES.

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OLMSTED & PERRY

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DATE

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REV.

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DATE: August 2008

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GLENWOOD, IOWA

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GMU -11

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SANITARY SEWER

PIPE ENVELOPE - GRAVITY

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NOTE: 1. TRENCH SHALL BE BRACED, SHEETED OR SLOPED TRENCH SHALL BE BRACED, SHEETED OR SLOPED AS NECESSARY FOR THE SAFETY OF THE WORKMAN & PROTECTION OF OTHER UTILITIES IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL SAFETY REGULATIONS.

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MECHANICALLY PLACED & COMPACTED BACKFILL, W/ DENSITY AS SPECIFIED

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CAREFULLY PLACED COMPACTED BACKFILL W/ DENSITY AS SPECIFIED

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PIPE

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O.D.

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SEWER MAIN (SOLID WALL PVC)

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AGGREGATE BEDDING

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MIN.

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OLMSTED & PERRY

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DATE

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REV.

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DATE: August 2008

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GLENWOOD, IOWA

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GMU -12

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SANITARY SEWER

MANHOLE

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OLMSTED & PERRY

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GLENWOOD, IOWA

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GMU -13

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DATE

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REV.

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#4@12" O.C.E.W.

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SEWER MAIN

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SEE PROFILE

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VARIES

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I.E. (IN)

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SEAL ALL JOINTS

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I.E. (OUT)

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8" MIN.

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14

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GMU

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MANHOLE RING & COVER AS SPECIFIED

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WATERTIGHT MANHOLE COVER W/ WATERTIGHT INSERTS

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FINISH GRADE

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ADJUST RINGS AS REQUIRED

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48" MINIMUM PRECAST ECCENTRIC MANHOLE SECTION

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PVC COATED MH STEPS @ 16" O.C.

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POURED INVERT

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EXTERIOR A-LOK RUBBER GASKET (TYP. BOTH SIDES)

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COMPACTED SUBGRADE AS SPECIFIED

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12" STABILIZATION ROCK

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NOTE:BASES SHALL BE MONOLITHIC BASES SHALL BE MONOLITHIC WITH 1ST RISER SECTION, OR CAST-IN-PLACE FOR MANHOLES PLACED OVER EXISTING SEWERS.

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DATE: May 2008

TYPE IV

TYPE III

TYPE I

TYPE II

PLAN

MANHOLE COVER DETAILS

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SMOOTH HAND TROWELED SURFACE

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ASPHALT SURFACING (6" MIN.)

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MANHOLE RING

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CONCRETE

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#3 REBAR CONT.

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MIN.

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AS SPECIFIED

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#3 REBAR CONT.

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MIN.

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C.E.

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FINISH GRADE

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GRD

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POURED CONCRETE COLLAR (NON-PAVED AREAS)

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5'x5' CONCRETE COLLAR W/ #4 @ 12" O.C.E.W.

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5'x5' CONCRETE COLLAR W/ #4 @ 12" O.C.E.W.

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CRUSHED ROCK FINISH GRADE

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DATE

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REV.

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DATE: May 2008

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GLENWOOD, IOWA

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GMU -14

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DROP MANHOLE

A

SECTION A-A

A

PLAN

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OLMSTED & PERRY

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GLENWOOD, IOWA

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GMU -15

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DATE

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REV.

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I.E. (IN)

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POURED INVERT

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PC CONCRETE ENCASEMENT

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EXTEND TWO CENTER BARS

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COMPACTED SUBGRADE

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13

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GMU

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I.E. (OUT)

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DATE: May 2008

FORCE MAIN AIR VALVE

MANHOLE

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OLMSTED & PERRY

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GLENWOOD, IOWA

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GMU -16

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DATE: August 2008

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DATE

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REV.

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SUMP DRAIN

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12"x12"x16" GRAVEL

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OR CRUSHED STONE

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TAP ON MAIN

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SEWER FORCE MAIN

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O.C.E.W.

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#4's @ 12"

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8"

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8"

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RING COLLAR

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14

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GMU

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SEWAGE COMBINATION AIR RELEASE & AIR/VACUUM VALVE W/ BACK FLUSH (EQUAL TO VALMATIC VM-802ABW)

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BALL VALVE (SIZE BY GMU)

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BRACE FOR SUPPORT

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MH STEPS @ 16" O.C. AS SPECIFIED

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6"x8' P.T. STEEL POST

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2-90%%D PVC ELBOWS

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W/ SCREEN

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90%%D PVC ELBOW

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2-90%%D SCH. 80 PVC ELBOWS

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FASTEN TO POST W/ 2 CONDUIT STRAPS

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2"DIA. PVC SCH. 80 PIPE

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PAINT SAFETY GREEN

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MANHOLE RING & COVER DEETER NO. 1030 OR EQUAL

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PRECAST FLAT TOP MANHOLE COVER

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54" DIA. PRECAST MANHOLE

SEWER CONNECTION

PLAN

PLAN VIEW

GRAVITY SERVICE

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OLMSTED & PERRY

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GLENWOOD, IOWA

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GMU -17

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DATE: May 2008

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DATE

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NOTES: 1. USE GASKETED 8X6 REDUCING WYE FITTING ON NEW USE GASKETED 8X6 REDUCING WYE FITTING ON NEW CONSTRUCTION. USE APPROVED ROMAC GASKETED SADDLE W/ S.S. BANDS WHEN CONNECTING TO EXG. SEWER MAINS. 2. GASKETED 8x6 REDUCING TEES MAY BE USED IN LIEU OF GASKETED 8x6 REDUCING TEES MAY BE USED IN LIEU OF WYES ON NEW CONSTRUCTION. USE APPROVED ROMAC GASKETED SADDLE W/ S.S. BANDS WHEN CONNECTING TO EXG. SEWER MAINS. 3. ALL SERVICE LINE PIPING & FITTINGS SHALL HAVE GASKETED ALL SERVICE LINE PIPING & FITTINGS SHALL HAVE GASKETED JOINTS. SOLVENT CEMENTED OR "GLUED" JOINTS ARE NOT ALLOWED. 4. THE SERVICE LINE EXTENSION FROM THE PROPERTY LINE TO THE SERVICE LINE EXTENSION FROM THE PROPERTY LINE TO THE BUILDING SHALL BE PVC SDR 23.5 GASKET JOINT PIPE. 6-INCH SIZE IS RECOMMENDED. MINIMUM SIZE ALLOWED IS 4-INCH W/ 4X6 INCREASER AT THE PROPERTY LINE. 5. AN APPLICATION FOR SERVICE MUST BE MADE WITH GMU AN APPLICATION FOR SERVICE MUST BE MADE WITH GMU BEFORE ANY WORK IS PERFORMED. THE APPLICANT MUST PAY ALL REQUIRED CONNECTION & IMPACT FEES.

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6"DIA. PVC SDR 23.5 SEWER SERVICE W/ GASKET JOINTS

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CONTINUE TO PROPERTY LINE. CAP & MARK UNTIL FUTURE EXTENSION TO BUILDING

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TYP. 8" DIA. SEWER MAIN

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6"DIA. 22 GASKETED 12° GASKETEDBEND ROLLED UP TO 45°(SEE DETAIL GMU-18)

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FLOW

SEWER CONNECTION (STUBOUT)

SECTION

SECTION VIEW

GRAVITY SERVICE

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OLMSTED & PERRY

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GLENWOOD, IOWA

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GMU -18

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DATE: August 2008

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DATE

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2.00%

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8"x6" GASKETED WYE OR APPROVED SADDLE ON SANITARY SEWER MAIN (GASKETED TEES OR APPROVED ROMAC SADDLES ARE ACCEPTABLE ALTERNATES)

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PROVIDE END CAP & LOCATION MARKER UNTIL EXTENDED TO BUILDING SEWER. (EXTEND MARKER 4' ABOVE GRADE)

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6"DIA. PVC SDR 23.5 SERVICE LINE. SLOPE 2% UP FROM CONNECTION TO PROPERTY LINE

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NOTE: CAREFULLY BACKFILL AROUND PIPE CAREFULLY BACKFILL AROUND PIPE & COMPACT TO 95% MAX. DENSITY TO PROPERTY LINE

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NOTES: 1. USE GASKETED 8x6 REDUCING WYE ON NEW CONSTRUCTION. USE GASKETED 8x6 REDUCING WYE ON NEW CONSTRUCTION. USE APPROVED ROMAC GASKETED SADDLE W/ S.S. BANDS WHEN CONNECTING TO EXG. SEWER MAINS. 2. ALL SERVICE LINE PIPING & FITTINGS SHALL HAVE GASKETED ALL SERVICE LINE PIPING & FITTINGS SHALL HAVE GASKETED JOINTS. SOLVENT CEMENTED OR "GLUED" JOINTS ARE NOT ALLOWED. 3. THE SERVICE LINE EXTENSION FROM THE PROPERTY LINE TO THE SERVICE LINE EXTENSION FROM THE PROPERTY LINE TO THE BUILDING SHALL BE PVC SDR 23.5 GASKET JOINT PIPE. MINIMUM SIZE ALLOWED IS 4-INCH (6-INCH RECOMMENDED). PROVIDE TRANSITION BUSHING AT BUILDING TO CONNECT TO SCH. 40 BUILDING SEWER. 4. AN APPLICATION FOR SERVICE MUST BE MADE WITH GMU AN APPLICATION FOR SERVICE MUST BE MADE WITH GMU BEFORE ANY WORK IS PERFORMED. THE APPLICANT MUST PAY ALL REQUIRED CONNECTION & IMPACT FEES.

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2.00%

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PVC FITTING

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4" OR 6"DIA. SERVICE EXTENSION TO BUILDING

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PVC SDR 23.5 GASKET JOINT SEWER PIPE

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4x6 REDUCER AT PROPERTY LINE IF REQUIRED

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SEWER RISER

ELEVATION

PLAN

GRAVITY SERVICE

SECTION VIEW

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OLMSTED & PERRY

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GLENWOOD, IOWA

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GMU -19

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DATE: August 2008

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DATE

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6"-45%%D BEND

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SUBGRADE

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COMPACTED

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SPRING LINE

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12" MIN.

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6"-45%%D BEND

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BLOCKING

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CONCRETE

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CONCRETE

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BLOCKING

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6"DIA. PVC SDR 23.5 SEWER SERVICE LINE

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TYP. 8-INCH SEWER MAIN W/ SERVICE WYE OR SADDLE (TEE OR SADDLE)

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TYP. 8-INCH SEWER MAIN

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8x6 GASKETED WYE OR APPROVED SADDLE W/ S.S. BANDS (8x6 GASKETED TEES OR SADDLE TEES ARE ACCEPTABLE ALTERNATES)

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NOTE:CAREFULLY BACKFILL AROUND CAREFULLY BACKFILL AROUND RISER & COMPACT TO 95% MAX. DENSITY.

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NOTES: 1. ALL SERVICE LINE PIPING & FITTINGS SHALL HAVE GASKETED JOINTS. ALL SERVICE LINE PIPING & FITTINGS SHALL HAVE GASKETED JOINTS. SOLVENT CEMENTED OR "GLUED" JOINTS ARE NOT ALLOWED. 2. THE SERVICE LINE EXTENSION FROM THE PROPERTY LINE TO THE THE SERVICE LINE EXTENSION FROM THE PROPERTY LINE TO THE BUILDING SHALL BE PVC SDR 23.5 GASKET JOINT PIPE. MINIMUM SIZE ALLOWED IS 4-INCH (6-INCH RECOMMENDED). PROVIDE TRANSITION BUSHING AT BUILDING TO CONNECT TO SCH. 40 BUILDING SEWER. 3. POURED-IN-PLACE CONCRETE THRUST BLOCKS SHALL BE INSTALLED POURED-IN-PLACE CONCRETE THRUST BLOCKS SHALL BE INSTALLED ON ALL 45° BENDS TO SUPPORT PIPE. THRUST BLOCK SHALL EXTENDTO UNDISTURBED EARTH. 4. AN APPLICATION FOR SERVICE MUST BE WITH GMU BEFORE ANY AN APPLICATION FOR SERVICE MUST BE WITH GMU BEFORE ANY WORK IS PERFORMED. THE APPLICANT MUST PAY ALL REQUIRED CONNECTION & IMPACT FEES.

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P

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L

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2.00%

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2.00%

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CAP END & INSTALL MARKER TO 4' ABOVE GRADE

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6" DIA. PVC SDR 23.5 AS REQ'D.

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4" OR 6"DIA. SERVICE EXTENSION TO BUILDING

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FLOW

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04/23/09

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1

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4x6 REDUCER AT PROPERTY LINE IF REQUIRED

SEWER CLEANOUT DETAIL

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OLMSTED & PERRY

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GMU -20

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DATE: August 2008

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DATE

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DASHED CONDITION OCCURS

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WHERE LINE CONTINUES BEYOND

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THE REAR OF THE CLEANOUT

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PC CONCRETE

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INSPECTION FRAME W/

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NO. R-1973 OR EQUAL

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SOLID LID RE: NEENAH

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SQUARE

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CONCRETE BLOCKING

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AS REQUIRED

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NOTE:SEWER CLEANOUTS ARE REQUIRED ON ALL NEW SEWER CLEANOUTS ARE REQUIRED ON ALL NEW SERVICE LINES TO HOMES & BUSINESSES. LOCATE CLEANOUT AS CLOSE TO THE BUILDING AS PRACTICAL. CONFIGURATION MAY VARY DEPENDING ON LOCATION & DIRECTION OF SERVICE LINE.

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8"

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4-INCH OR 6-INCH SANITARY SERVICE LINE

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4-INCH OR 6-INCH RISER (SDR 23.5 PVC PIPE)

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FOR GRINDER PUMP DISCHARGING

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OLMSTED & PERRY

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GMU -21

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DATE: August 2008

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DATE

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REV.

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CONTROL PANEL

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MEYER'S GRINDER PUMP OR E-ONE

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CURB STOP ASSEMBLY. SEE DETAIL THIS SHEET

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LOW PRESSURE SEWER SYSTEM OR SEWER FORCE MAIN (SIZE VARIES)

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1 " SADDLE TAP 12" SADDLE TAP W/ BALL CORP. STOP

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PEA GRAVEL OR CRUSHED ROCK

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CONCRETE SUPPORT BLOCK (8"x16"x4")

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1 " SDR 21 PVC 12" SDR 21 PVC (GASKET JOINTS ONLY)

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SERVICE PANEL

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HOME OR BUSINESS

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BUILDING SEWER

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PROPERTY

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LINE

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1 " x 1 " 12" x 1 " 14" CONVERSION FITTING

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45° SERVICEFITTING

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NOTES: 1. THE SERVICE STUBOUT INCLUDES A TAPPING SADDLE, TAP, CORPORATION STOP, SERVICE THE SERVICE STUBOUT INCLUDES A TAPPING SADDLE, TAP, CORPORATION STOP, SERVICE FITTING, PVC PIPE, CURB STOP & BOX, AND A TEMPORARY CAP (SEE NOTE 6). 2. 1 -INCH DIA. PIPE SHALL BE SDR 21 PVC (200 PSI RATING) W/ GASKET JOINTS. 1 -INCH DIA. PIPE SHALL BE SDR 21 PVC (200 PSI RATING) W/ GASKET JOINTS. 12-INCH DIA. PIPE SHALL BE SDR 21 PVC (200 PSI RATING) W/ GASKET JOINTS. 3. SADDLE SIZE VARIES ACCORDING TO SIZE OF MAIN TO BE TAPPED. SADDLE SIZE VARIES ACCORDING TO SIZE OF MAIN TO BE TAPPED. 4. LOW PRESSURE SEWER SIZES ARE: 2", 2 ", 3" & 4". LOW PRESSURE SEWER SIZES ARE: 2", 2 ", 3" & 4". 12", 3" & 4". 5. FORCE MAIN SIZES ARE: 4", 6" OR 8". FORCE MAIN SIZES ARE: 4", 6" OR 8". 6. A TEMPORARY CAP SHALL BE INSTALLED BEYOND THE CURB STOP ASSEMBLY UNTIL THE A TEMPORARY CAP SHALL BE INSTALLED BEYOND THE CURB STOP ASSEMBLY UNTIL THE 1 " SERVICE LINE IS EXTENDED TO THE GRINDER PUMP. 12" SERVICE LINE IS EXTENDED TO THE GRINDER PUMP. 7. THE GRINDER PUMP SHALL BE MYERS WGL20 OR E-ONE GP2010. NO OTHER BRANDS THE GRINDER PUMP SHALL BE MYERS WGL20 OR E-ONE GP2010. NO OTHER BRANDS ARE ALLOWED. GRINDER PUMP SHALL BE OBTAINED & PURCHASED FROM THE GMU. 8. SADDLES, CORPORATION STOP, SERVICE FITTING, CURB STOP & CURB BOX SHALL BE SADDLES, CORPORATION STOP, SERVICE FITTING, CURB STOP & CURB BOX SHALL BE OBTAINED FROM THE GLENWOOD MUNICIPAL UTILITIES (GMU). 9. ARANGEMENTS MUST BE MADE W/ THE GMU FOR PAYMENT OF ALL CONNECTION FEES ARANGEMENTS MUST BE MADE W/ THE GMU FOR PAYMENT OF ALL CONNECTION FEES AND IMPACT FEES. CONNECTION FEES MUST BE PAID AT THE TIME INSTALLATION OF THE SERVICE STUBOUT. IMPACT FEES MUST BE PAID, AND AN APPLICATION FOR NEW SEWER SERVICE MUST BE MADE, PRIOR TO INSTALLATION OF THE GRINDER PUMP.

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MINNEAPOLIS PATTERN 1 " x 1 " 12" x 1 " 14" SIZE TELESCOPING CURB BOX W/ LID ("SEWER" CAST IN LID)

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FROM GRINDER PUMP

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1 " SDR 21 PVC 12" SDR 21 PVC W/ GASKET JOINTS

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1 " BALL TYPE MINNEAPOLIS 12" BALL TYPE MINNEAPOLIS PATTERN CURB STOP W/ PACK JOINT PVC ENDS

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PACK JOINT PVC FITTING (TYP. OF 2)

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PC CONCRETE

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TEMPORARY CAP IF SERVICE EXTENSION IS DELAYED

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BASIN W/ CONCRETE ANTI-FLOATATION RING

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12/29/08

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TO PRESSURIZED SEWER SYSTEM

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(LENGTH VARIES)

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TEMPORARY CAP FOR FUTURE EXTENSION (IF REQ'D)

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1

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FOR GRINDER PUMP DISCHARGING

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OLMSTED & PERRY

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GLENWOOD, IOWA

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GMU -22

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DATE: August 2008

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DATE

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REV.

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CONTROL PANEL

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BURY

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1 " SDR 21 PVC 12" SDR 21 PVC (GASKET JOINTS ONLY)

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SERVICE PANEL

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HOME OR BUSINESS

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BUILDING SEWER

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PROPERTY

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LINE

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1 " x 1 " 12" x 1 " 14" CONVERSION FITTING

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EXG. OR NEW MANHOLE

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90° BEND

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FLEXIBLE COUPLING

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EXG. GRAVITY SEWER MAIN

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NOTES: 1. THE SERVICE STUBOUT INCLUDES TAPPING INTO AN EXISTING OR NEW THE SERVICE STUBOUT INCLUDES TAPPING INTO AN EXISTING OR NEW MANHOLE, AND INSTALLATION OF A LINK-SEAL, A FLEXIBLE COUPLING, A 1 -INCH DIA. SERVICE PIPE AND A TEMPORARY CAP (SEE NOTE 3). 12-INCH DIA. SERVICE PIPE AND A TEMPORARY CAP (SEE NOTE 3). 2. 1 -INCH DIA. PIPE SHALL BE SDR 21 PVC (200 PSI RATING) W/ GASKET 1 -INCH DIA. PIPE SHALL BE SDR 21 PVC (200 PSI RATING) W/ GASKET 12-INCH DIA. PIPE SHALL BE SDR 21 PVC (200 PSI RATING) W/ GASKET JOINTS. 3. A TEMPORARY CAP SHALL BE INSTALLED AT THE PROPERTY LINE UNTIL A TEMPORARY CAP SHALL BE INSTALLED AT THE PROPERTY LINE UNTIL THE 1 -INCH DIA. SERVICE LINE IS EXTENDED TO THE GRINDER PUMP. 12-INCH DIA. SERVICE LINE IS EXTENDED TO THE GRINDER PUMP. 4. GRINDER PUMPS SHALL BE MYERS WGL20 OR E-ONE GP2010. NO OTHER GRINDER PUMPS SHALL BE MYERS WGL20 OR E-ONE GP2010. NO OTHER BRANDS ARE ALLOWED. GRINDER PUMPS SHALL BE OBTAINED & PURCHASED FROM THE GMU. 5. ARRANGEMENTS MUST BE MADE W/ THE GMU FOR PAYMENT OF ALL ARRANGEMENTS MUST BE MADE W/ THE GMU FOR PAYMENT OF ALL CONNECTION FEES AND IMPACT FEES. CONNECTION FEES MUST BE PAID AT THE TIME OF INSTALLATION OF THE SERVICE STUBOUT. IMPACT FEES MUST BE PAID, AND AN APPLICATION FOR NEW SEWER SERVICE MUST BE MADE, PRIOR TO INSTALLATION OF THE GRINDER PUMP.

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BASIN W/ CONCRETE ANTI-FLOATATION RING

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1

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MEYER'S GRINDER PUMP OR E-ONE

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1

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(LENGTH VARIES)

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TEMPORARY CAP FOR FUTURE EXTENSION (IF REQ'D)

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4" CORE-DRILLED OPENING. INSTALL LINK-SEAL WATERTIGHT CONNECTION (MODEL LS-315-S-316-6)

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1

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LINE DETAILS

GRAVITY SEWER SERVICE

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OLMSTED & PERRY

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GLENWOOD, IOWA

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GMU -23

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DATE: August 2008

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DATE

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HOME OR BUSINESS

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PROPERTY

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LINE

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PROVIDE END CAP & LOCATION MARKER UNTIL EXTENDED TO BUILDING SEWER. (EXTEND MARKER 4' ABOVE GRADE)

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2.00%

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6"DIA. PVC SDR 23.5 SERVICE LINE W/ GASKET JOINTS

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4" OR 6"DIA. SERVICE EXTENSION TO BUILDING (USE REDUCER AT PROPERTY LINE IF REQUIRED)

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GASKETED WYE OR TEE

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SCH 40 BUILDING SEWER (3" OR 4" SIZE)

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INSTALL SERVICE LINE CLEANOUT. SEE DETAIL GMU-20

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NOTES: 1. ALL PIPING & FITTINGS SHALL HAVE GASKETED JOINTS. NO SOLVENT ALL PIPING & FITTINGS SHALL HAVE GASKETED JOINTS. NO SOLVENT CEMENTED OR "GLUED" JOINTS ARE ALLOWED. 2. ALL PVC PIPING SHALL BE SDR 23.5 ALL PVC PIPING SHALL BE SDR 23.5 3. REFER TO DETAILS GMU 17, 18 & 19 FOR SEWER SERVICE CONNECTION REFER TO DETAILS GMU 17, 18 & 19 FOR SEWER SERVICE CONNECTION REQUIREMENTS. 4. AN APPLICATION FOR SEWER SERVICE MUST BE MADE WITH THE GMU AN APPLICATION FOR SEWER SERVICE MUST BE MADE WITH THE GMU BEFORE ANY WORK IS PERFORMED. APPLICANT MUST PAY ALL REQUIRED CONNECTION & IMPACT FEES. 5. INSTALL CLEANOUT IN THE SERVICE LINE NEAR THE HOME OR BUSINESS.INSTALL CLEANOUT IN THE SERVICE LINE NEAR THE HOME OR BUSINESS.

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TRANSITION BUSHING OR FITTING AT CONNECTION OF SERVICE LINE TO BUILDING SEWER

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UTILITY SERVICE LINE

DETAIL

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OLMSTED & PERRY

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GLENWOOD, IOWA

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GMU -24

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DATE: August 2008

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DATE

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NOTES: 1. THIS IS AN EXAMPLE LAYOUT & SERVICE LOCATION DETAIL, INTENDED TO SHOW MINIMUM THIS IS AN EXAMPLE LAYOUT & SERVICE LOCATION DETAIL, INTENDED TO SHOW MINIMUM REQUIREMENTS. 2. REFER TO GMU POLICY AND REGULATION MANUAL FOR SERVICE DETAILS AND REFER TO GMU POLICY AND REGULATION MANUAL FOR SERVICE DETAILS AND REQUIREMENTS. 3. EACH UTILITY SERVICE TO A HOUSE OR BUSINESS SHALL BE IN SEPARATE TRENCHES (NO EACH UTILITY SERVICE TO A HOUSE OR BUSINESS SHALL BE IN SEPARATE TRENCHES (NO DUAL OR MULTIPLE UTILITIES OCCUPANCY WILL BE PERMITTED). SERVICES MUST BE AT LEAST 10 FT. APART IN THE STREET R.O.W.. TRENCHES MUST NOT COME CLOSER THAN 2 FT. APART IN THE PRIVATE LOT. 4. SERVICE LINES THAT CROSS MUST HAVE MINIMUM VERTICAL CLEARANCES AS PER GMU-11. SERVICE LINES THAT CROSS MUST HAVE MINIMUM VERTICAL CLEARANCES AS PER GMU-11. 5. MINIMUM COVER ON WATER SERVICES SHALL BE 5 FT.. MINIMUM COVER ON SEWER MINIMUM COVER ON WATER SERVICES SHALL BE 5 FT.. MINIMUM COVER ON SEWER SERVICES SHALL BE 4 FT.. 6. FOR SEWER CONNECTIONS REQUIRING GRINDER PUMPS, REFER TO GMU-22. FOR SEWER CONNECTIONS REQUIRING GRINDER PUMPS, REFER TO GMU-22. 7. SEWER SERVICE PIPE SHALL BE PVC SDR 23.5. ALL JOINTS SHALL BE GASKETED EXCEPT SEWER SERVICE PIPE SHALL BE PVC SDR 23.5. ALL JOINTS SHALL BE GASKETED EXCEPT FOR TRANSITON BUSHING AT FOUNDATION.

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HOUSE

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M

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WS

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METER, CHECK VALVE, SHUTOFF VALVE, EXPANSION TANK

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WATER SERVICE LINE ( "DIA. MIN.) 34"DIA. MIN.) SEE GMU-3

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CURB STOP & BOX

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SIDEWALK

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EDGE OF ROAD

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EDGE OF ROAD

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W

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W

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SERVICE LINE

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WATER TAP & CORP. STOP. SEE GMU-9.

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P

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L

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SAN

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SAN

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CLEANOUT SEE GMU-20 & 23

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PVC GRAVITY SEWER SERVICE LINE (4" OR 6"DIA.-SDR 23.5 W/ GASKET JOINTS). SEE GMU-12

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SS

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WATER/SEWER CROSSING SEE GMU-11

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MH

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MH

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SEWER WYE CONNECTION SEE GMU-17, 18 & 19

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TRANSITION BUSHING(S) TO SCH 40 BUILDING SEWER PIPE

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SERVICE FITTINGS AS REQUIRED

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SERVICE FITTINGS AS REQUIRED

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6"DIA. MIN. TO PROPERTY LINE

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4x6 REDUCER (IF REQ'D)

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1

GREASE INTERCEPTOR

TYPE A

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GMU -25

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DATE: August 2008

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DATE

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STEEL HOUSING

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WASTE

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SHUT-OFF VALVE

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VENT

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DRAW-OFF HOSE

WASTE INTERCEPTOR

TYPE I

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GMU -26

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DATE: August 2008

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DATE

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MIN.

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VENT THROUGH ROOF OR CONNECT TO BUILDING VENT

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8" TRAP SEAL

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IF LESS THAN 10' FROM THE BLDG. MAIN, NO VENT REQ'D

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C.O.

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BOLTED AIR TIGHT COVER

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MIN.

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ONE OR MORE BUCKET TYPE FLOOR DRAINS OR TRENCH DRAINS

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18" MIN.

TYPICAL OUTSIDE

METER BOX

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OLMSTED & PERRY

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GLENWOOD, IOWA

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GMU -27

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DATE: August 2008

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DATE

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REV.

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FORD "WABASH" LID COVER W/ 11 " OR 20" LID OPENING. 12" OR 20" LID OPENING. MODEL W3 (20" BOX) AND MODEL 30 (30" BOX) COVER W/ WORM TYPE LOCK.

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FORD HIGH DENSITY PVC METER BOX (20" OR 30" SIZE)

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METER SETTER AS SPECIFIED & SIZED FOR METER

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OR 30" DIA.

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INTERIOR FROST PROTECTION LID

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FINISH GRADE

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TYPE K COPPER SERVICE PIPING

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CUT-OUTS TO FIT BOX OVER PIPING

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