high density polyethylene seams shall be than …...snake pit magnetized tracer box - concrete...

Plate No.StandardSTANDARD DETAILS Revised

INSULATED WATERMAIN WAT-11/2019

TYPICAL SECTION

COMPACTED BACKFILL

MINIMUM 2 LAYERS OF HIGHDENSITY POLYETHYLENERIGID INSULATION 8' WIDE BY4" THICK, 6" ABOVEWATERMAIN

BITUMINOUS SURFACE ORGRASSY SURFACE

5'-7' TO TOP OF PIPE

UNDISTURBED SOIL

EXISTING WATERMAIN

TYPICAL INSTALLATION

NOTE:SEAMS SHALL BESTAGGERED IF MORETHAN ONE LAYER ISINSTALLED.

4" MINIMUM

WATERMAIN

HIGH DENSITY POLYETHYLENERIGID INSULATION

8'4'


BUTTERFLY VALVE AND BOXTYPICAL INSTALLATION WAT-21/2019

BUTTERFLY VALVE ADAPTOR AS MANUFACTUREDBY ADAPTOR INC. OR APPROVED EQUAL

8 7/8"

END VIEW

8" CONCRETE BLOCK

POWERSEAL VALVE BOX DROP LID ORMUELLER COVERNO. H-10361 OR APPROVED EQUALLABELED 'WATER'

WATER

DROP LID

FINISHED GRADE

ADJUST TOP TO 38" TO 12"BELOW FINISHEDBLACKTOP GRADE OR 1"BELOW FINISHEDBOULEVARD GRADE, ANDSHALL BE SET SO AS TOPROVIDE 12" OF UPWARDADJUSTMENT

BUTTERFLY VALVE BOX DUCTILEIRON POWERSEAL MODEL NO.8860 OR APPROVED EQUAL

BUTTERFLY VALVES 15" ORLARGER, DRESSER 450, ORPRATT GROUNDHOG ORKENNEDY OR APPROVEDEQUAL

BUTTERFLY ADAPTOR ASMANUFACTURED BYADAPTOR INC. ORAPPROVED EQUAL

PROVIDE CONDUCTIVITYSTRAP (TYP.) MINIMUM 1

16" X34" WIDE FLAT COPPER STRAP.

8" CONCRETE BLOCK

EXTENSION PIECES

BOTTOM SECTION

TOP SECTION

7 5/8"

7 3/8" 2"

1 1/2"VARI

ABLE

6 5/8"

7 1/8"

5 3/4"5 1/4"

1 1/2"

VARI

ABLE EXTENSION LENGTHS:

NO. 58- 14"NO. 59- 18"NO. 60- 24"

5 3/4"5 1/4"

1 1/2"

VARI

ABLE

6 1/2"

8"10 1/4"

7 3/8"

2"2"

5 3/4"7 1/8"

7.5'

MIN

. CO

VER

NOTES:NO INSIDE ADJUSTMENT SECTIONSALLOWED.

VALVE AN BOX SHALL BE STRAIGHT,ALLOWING A 4" PVC PIPE TO SLIDEDOWN THE BOX AND OVER THE GATEOPERATING NUT.

OPERATING ROD EXTENSION SHALL BEINSTALLED ON ALL VALVES DEEPERTHAN 9'.

MARK ALL VALVE WITH STEEL POSTAND GATE VALVE SIGN AND LOCATE2.0' TO THE SIDE THAT TRAFFIC ISAPPROACHING. (OFF STREET AREASONLY) SIGN TO FACE TRAFFIC. SEESTANDARD PLATE GEN-5.

OPERATING ROD EXTENSION SHALL BETERMINATED AT A OF 5 FEET BELOWSTREET GRADE.

VALVE BOXES SHALL NOT BE LOCATEDIN CURB AND GUTTER OR WITHIN 12"AWAY FROM LIP OF CURB ANDGUTTER.

FITTINGS SHALL BE FUSION EPOXYCOATED. NUTS AND BOLTS SHALL BECOR-BLUE OR APPROVED EQUAL.

0.5 CY 1 1/2"WASHED ROCK


GATE VALVE AND BOXTYPICAL INSTALLATION WAT-31/2019

8 7/8"

POWERSEAL VALVE BOX DROP LID ORMUELLER COVERNO. H-10361 OR APPROVED EQUALLABELED 'WATER'

WATER

DROP LID

FINISHED GRADE

ADJUST TOP TO 38" TO 12"BELOW FINISHEDBLACKTOP GRADE OR 1"BELOW FINISHEDBOULEVARD GRADE, ANDSHALL BE SET SO AS TOPROVIDE 12" OF UPWARDADJUSTMENT

GATE VALVE BOX DUCTILE IRONPOWERSEAL MODEL NO. 8860OR APPROVED EQUAL

GV ADAPTOR ASMANUFACTURED BYADAPTOR INC. OR APPROVEDEQUALSEE DETAIL ABOVE

PROVIDE CONDUCTIVITYSTRAP (TYP) MINIMUM1

16" X 34" WIDE FLATCOPPER STRAP

ALL GATE VALVES SHALLBE OF THE RESILIENTWEDGE TYPECONFORMING TO AWWAC509-80 STANDARDS

8" CONCRETE BLOCKROUND BASE

7 5/8"

7 3/8" 2"

1 1/2"VARI

ABLE

6 5/8"

7 1/8"

5 3/4"5 1/4"

1 1/2"

VARI

ABLE EXTENSION LENGTHS:

NO. 58- 14"NO. 59- 18"NO. 60- 24"

5 3/4"5 1/4"

1 1/2"

VARI

ABLE

6"

7"8 1/8"

7 3/8"

2"2"

5 3/4"7 1/8"

7.5'

MIN

. CO

VER

NOTES:NO INSIDE ADJUSTMENT SECTIONSALLOWED.

VALVE AN BOX SHALL BE STRAIGHT,ALLOWING A 4" PVC PIPE TO SLIDEDOWN THE BOX AND OVER THEGATE OPERATING NUT.

OPERATING ROD EXTENSION SHALLBE INSTALLED ON ALL VALVESDEEPER THAN 9'.

MARK ALL VALVE WITH STEEL POSTAND GATE VALVE SIGN ANDLOCATE 2.0' TO THE SIDE THATTRAFFIC IS APPROACHING. (OFFSTREET AREAS ONLY) SIGN TO FACETRAFFIC. SEE STANDARD PLATEGEN-5.

OPERATING ROD EXTENSION SHALLBE TERMINATED AT A OF 5 FEETBELOW STREET GRADE.

VALVE BOXES SHALL NOT BELOCATED IN CURB AND GUTTER ORWITHIN 12" AWAY FROM LIP OFCURB AND GUTTER.

FITTINGS SHALL BE FUSION EPOXYCOATED. NUTS AND BOLTS SHALLBE COR-BLUE OR APPROVEDEQUAL.

MIDDLE SECTION

EXTENSION PIECES

TOP SECTION

TOP VIEW

SIDE VIEW

9 7/16"7 3/4"

12 9/16"

8 1/4" 1"

14 3/4"

17 1/4"

GATE VALVE ADAPTOR:14" STEEL WITHPROTECTIVE COATING

12" RUBBER GASKETINSTALLED BETWEEN GATEVALVE AND ADAPTOR


90° BEND45° BEND22 1/2° BEND

0 - SEE NOTE 4

0 - SEE NOTE 4

PLAN 45°BENDS

PLAN 90°BENDS

CONCRETE SHALL BE

IN CONTACT WITH

THIS QUADRANT OF

PIPE

BEDDING MATERIAL

UNDISTURBED EARTH

CONCRETE

SECTION A-APLAN 22 1/2°

BENDS

0 - SEE NOTE 4

3'

MIN.

6"

VARIABLE

90°

D ,D

, D

1 2 3

B

1

A

A

1

B

3

A

A

3

A

2B

2A

BUTTRESS DIMENSIONSPIPE

SIZE

6"

8"

12"

16"

20"

24"

30" -

4'-4"

3'-6"

3'-0"

1'-10"

1'-5"

1'-5"

1

B D

1

1'-5"

1'-5"

1'-10"

2'-0"

2'-8"

3'-0"

- 9'-3"

6'-10"

5'-6'

3'-10"

3'-4"

2'-1"

1'-5"

2

B D

2

1'-5"

1'-6"

2'-0"

3'-0"

3'-4"

3'-10"

6'-0" 17'-0"

9'-8"

8'-4"

6'-2"

4'-9"

2'-8"

2'-1"

3

B D

3

1'-6"

2'-0"

2'-6"

3'-6"

4'-0"

5'-0"

6'-0"

NOTES:

1. SHAPE OF BACK OF

BUTTRESS MAY VERY AS LONG

AS POURED AGAINST FIRM

UNDISTURBED EARTH.

2. DIMENSION C1,C2,C3 SHOULD

BE LARGE ENOUGH TO MAKE

ANGLE 0 EQUAL TO OR LARGER

THAN 45°.

3. DIMENSION A1,A2,A3 SHOULD

BE AS LARGE AS POSSIBLE

WITHOUT INTERFERING WITH

MJ BOLTS.

4. 0 = 45° MINIMUM.

5. PLACE POLYETHYLENE BETWEEN

CONCRETE & PIPE.

C1, C2,

C3

A

A

A


CONCRETE THRUST BLOCKING WAT-51/2019


IRRIGATION SYSTEM METERINSTALLATION REQUIREMENTS WAT-61/2019

NOTES:1. ANNUAL TESTING OF RPZ REQUIRED.2. REQUIRED EQUIPMENT MUST BE ENCLOSED AND SUPPORTED.3. SLEEVES FOR PIPES IN CONCRETE SLABS SHALL BE PVC OR APPROVED

EQUAL, AND MINIMUM OF ONE NOMINAL SIZE LARGER INDIAMETER THAN THE PIPE.

4. SEE STANDARD PLATE _____ FOR CURB STOP AND WINTERIZINGCURB STOP DETAIL.

PROVIDE SLEEVES(4" MIN) IF PIPEPASSES THROUGHCONCRETE SLAB

PROVIDE SLEEVES(4" MIN) IF PIPEPASSES THROUGHCONCRETE SLAB1"-2" DIAMETER

TYPE "K" COPPERWATER SERVICE

FOR MOREDETAIL SEESTANDARDPLATE WAT-5

90° I.P.T. BRASSBEND & COPPERMECHANICAL JOINT36

" MIN

1"-2" DIAMETERBRASS PIPE

REDUCED PRESSURE ZONEBACKFLOW PREVENTER(RPZ) INCLUDE FULL FLOWBALL VALVES

METER

PRESSURE REDUCINGVALVE REQUIRED BYPLUMBING CODE

FULL FLOWBALL VALVE

C

L

1.5 CUBIC YARD MIN. 1 1/2"WASHED ROCK.COVER WITH POLYETHYLENE.

HYDRANT FLAG ASSPECIFIED

BACKFILL TO BETAMPED

4"X4" VERTICAL BLOCK4"X4" THRUST BLOCK

8" CONCRETE BLOCK

TIE ALL JOINTS WITHMEGALUGS (MIN. 4 REQ.)

3'

5'

8' M

IN.

CONNECT TRACER WIRE TOSNAKE PIT MAGNETIZEDTRACER BOX - CONCRETEDRIVEWAY BOX BYCOPPERHEAD INDUSTRIES,OR EQUAL.

GATE VALVE AND BOXWITH EXTENSION RODGATE VALVE ADAPTORAND 1 1/2" ROCK(SEE WAT - 4)

CONNECT TRACERWIRE TO MAINTRACER WIRE

TOP CURB

TOP NUT

3.0'

RED (WATEROUS ENAMEL NO. V1814-R)

METAL CHAINS

BREAKOFF FLANGEWITH BREAKABLERED COUPLINGS

PLUG DRAIN HOLE WHEREGROUND WATER IS PRESENT

16"

WATEROUS IMPROVED PACER SYTLEWB67-250

2-2.5" HOSE CONNECTION1-4.5" STEAMER CONNECTION

TRACER WIRE:#12 AWG COPPER CLAD STEELMINIMUM 30 MIL HDPE INSULATIONMINIMUM BREAK LOAD:

450 LB (OPEN TRENCH)1,150 LB (DIRECTIONAL DRILL)


HYDRANT AND GATE VALVEIN BOULEVARD WAT-71/2019

NOTES:1. ALL HYDRANTS LEADS MUST BE VALVED.2. HYDRANT TO BE 5'-6' BEHIND BACK OF CURB OR 3' BEHIND BIT. TRAIL.3. NO HYDRANTS SHALL BE LOCATED BETWEEN P.C. OR P.T. OF INTERSECTION RADII.4. HYDRANT TO BE WATEROUS W-67-250 PACER W/16' BREAKOFF, #5 NUT, 8' BURY, OPENS LEFT.5. 2 HYDRANT FLAGS PER FIRE HYDRANT ARE REQUIRED (NO SPLINTER PROOF FIBER GLASS AS PRODUCED BY EZ-PRODUCTS IN HUGO, MN

OR APPROVED EQUAL).6. HYDRANT TO BE TIED TO TEE WITH APPROVED RESTRAINING DEVICES, MEGA LUGS OR AS APPROVED BY THE CITY ENGINEER.7. INTERNAL INSERT TOP SECTIONS ARE NOT ACCEPTABLE (FOR G.V. BOX).8. HYDRANTS SHALL BE MARKED WITH APPROVED "OT OF SERVICE" TAGS WHEN INSTALLED.9. "PUMP AFTER USE" PLATES TO BE INSTALLED WHEN "DRAIN HOLES" IN VALVE SEAT ARE OMITTED IN GROUND WATER SITUATIONS.10. ALL GATE VALVES SHALL BE IN ROADWAY.11. 6" GATE VALVES TO BE INSTALLED A MINIMUM OF 7' FROM CENTER OF HYDRANT ON ALL HYDRANT LEADS OR AS CLOSE TO HYDRANT

TEE AS POSSIBLE.12. A ONE-PIECE HEAVY DUTY OPERATING VALVE ROD IS REQUIRED ON HYDRANTS THAT ARE EXTENDED 24" OR MORE.13. WHEN INSTALLING A HYDRANT ROD EXTENSION THE NONBREAKABLE COUPLING SLEEVES GO ON THE BOTTOM AND THE BREAKABLE

SLEEVES GO ON THE TOP OF THE EXTENSION ROD. VERIFY "TOP AND BOTTOM" OF BREAKOFF SECTION.14. THE WB-67-250 PACER REQUIRES THE OIL RESERVIOR BE FILLED WITH FOOD GRADE MINERAL OIL.15. TOUCH UP HYDRANT PAINT (WITH AFC WATEROUS RED) AFTER TURF ESTABLISHMENT AS DIRECTED.16. FITTINGS SHALL BE FUSION EPOXY COATED. NUTS AND BOLTS SHALL BE COR-BLUE OR APPROVED EQUAL.

C

L

1 CUBIC YARD MIN. 1 1/2"WASHED ROCK.COVER WITH POLYETHYLENE.

HYDRANT FLAG ASSPECIFIED

BACKFILL TO BETAMPED

4"X4" VERTICAL BLOCK

4"X4" THRUST BLOCK

8" CONCRETE BLOCK

TIE ALL JOINTS WITHMEGALUGS (MIN. 4 REQ.)

3'

5'

8' M

IN.

CONNECT TRACER WIRE TOSNAKE PIT MAGNETIZEDTRACER BOX - CONCRETEDRIVEWAY BOX BYCOPPERHEAD INDUSTRIES,OR EQUAL.

GATE VALVE AND BOXWITH EXTENSION RODGATE VALVE ADAPTORAND 1 1/2" ROCK(SEE WAT - 4)

CONNECT TRACERWIRE TO MAINTRACER WIRE

TOP CURB

TOP NUT

3.0'

RED (WATEROUS ENAMEL NO. V1814-R)

METAL CHAINS

BREAKOFF FLANGEWITH BREAKABLERED COUPLINGS

PLUG DRAIN HOLE WHEREGROUND WATER IS PRESENT

16"

WATEROUS IMPROVED PACER SYTLEWB67-250

2-2.5" HOSE CONNECTION1-4.5" STEAMER CONNECTION

TRACER WIRE:#12 AWG COPPER CLAD STEELMINIMUM 30 MIL HDPE INSULATIONMINIMUM BREAK LOAD:

450 LB (OPEN TRENCH)1,150 LB (DIRECTIONAL DRILL)


HYDRANT AND GATE VALVEIN PAVEMENT WAT-81/2019

NOTES:1. ALL HYDRANTS LEADS MUST BE VALVED.2. HYDRANT TO BE 5'-6' BEHIND BACK OF CURB OR 3' BEHIND BIT. TRAIL.3. NO HYDRANTS SHALL BE LOCATED BETWEEN P.C. OR P.T. OF INTERSECTION RADII.4. HYDRANT TO BE WATEROUS W-67-250 PACER W/16' BREAKOFF, #5 NUT, 8' BURY, OPENS LEFT.5. 2 HYDRANT FLAGS PER FIRE HYDRANT ARE REQUIRED (NO SPLINTER PROOF FIBER GLASS AS PRODUCED BY EZ-PRODUCTS IN HUGO, MN

OR APPROVED EQUAL).6. HYDRANT TO BE TIED TO TEE WITH APPROVED RESTRAINING DEVICES, MEGA LUGS OR AS APPROVED BY THE CITY ENGINEER.7. INTERNAL INSERT TOP SECTIONS ARE NOT ACCEPTABLE (FOR G.V. BOX).8. HYDRANTS SHALL BE MARKED WITH APPROVED "OT OF SERVICE" TAGS WHEN INSTALLED.9. "PUMP AFTER USE" PLATES TO BE INSTALLED WHEN "DRAIN HOLES" IN VALVE SEAT ARE OMITTED IN GROUND WATER SITUATIONS.10. ALL GATE VALVES SHALL BE IN ROADWAY.11. 6" GATE VALVES TO BE INSTALLED A MINIMUM OF 7' FROM CENTER OF HYDRANT ON ALL HYDRANT LEADS OR AS CLOSE TO HYDRANT

TEE AS POSSIBLE.12. A ONE-PIECE HEAVY DUTY OPERATING VALVE ROD IS REQUIRED ON HYDRANTS THAT ARE EXTENDED 24" OR MORE.13. WHEN INSTALLING A HYDRANT ROD EXTENSION THE NONBREAKABLE COUPLING SLEEVES GO ON THE BOTTOM AND THE BREAKABLE

SLEEVES GO ON THE TOP OF THE EXTENSION ROD. VERIFY "TOP AND BOTTOM" OF BREAKOFF SECTION.14. THE WB-67-250 PACER REQUIRES THE OIL RESERVIOR BE FILLED WITH FOOD GRADE MINERAL OIL.15. TOUCH UP HYDRANT PAINT (WITH AFC WATEROUS RED) AFTER TURF ESTABLISHMENT AS DIRECTED.16. FITTINGS SHALL BE FUSION EPOXY COATED. NUTS AND BOLTS SHALL BE COR-BLUE OR APPROVED EQUAL.



PIPE CASINGTYPICAL INSTALLATION WAT-91/2019

IN CASING, PLASTIC SPACERSNOT TO SCALE

MAX 2'FROM END

OF PIPE

MAX 8'EQUALLY SPACED

MAX 8'EQUALLY SPACED

MAX 2'FROM END

OF PIPE

PHOENIX PLASTIC CASING SPACEROR APPROVED EQUAL

WATER MAIN/FORCE MAIN PIPE SUPPORT

CASING PER SPECIFICATION

CARRIER PIPE

FILL VOID AREAWITH SAND (TYP)

VARIABLE PVC

WATERMAIN

(SEE PLAN)

45° BEND

MECH. COMPACTED

SELECT GRANULAR

BACKFILL

OBSTRUCTION

GRADE

45° BEND

2'-0"

45° BEND

SEE PLAN

MIN

. 7.5'

NOTE:1. ALL FITTINGS SHALL BE FUSION BONDED EPOXY COATED DUCTILE IRON TO MEET OR EXCEED

ANSI/AWWA C550 AND C116/A21.16 REQUIREMENTS.

2. MEGALUGS WILL NOT BE ALLOWED ON ANY CIP WATER MAIN.

3. SELECT GRANULAR WILL BE REQUIRED BETWEEN INSULATION, WATER MAIN, AND OBSTRUCTION.

4. ALL BENDS SHALL HAVE MEGALUGS OR TIE RODS WITH BLOCKING IN ACCORDANCE WITH STANDARDPLATE WAT-03.

5. COPPER TRACER WIRER SHALL BE USED ON PVC WATER MAIN.

6. ALL WATER MAIN BOLTS SHALL BE CORE-BLUE OR APPROVED EQUAL.

MIN. 3"

INSULATION

MIN

.

6

"

3/4" STAINLESS OREPOXY COATED TIERODS, ORMEGALUGS.

3/4" STAINLESS OREPOXY COATED TIERODS, OR MEGALUGS.

3/4" STAINLESS OREPOXY COATED TIERODS, OR MEGALUGS.

SELECT GRANLUAR


WATERMAIN OFFSET WAT-101/2019

CITY

MAIN

GATE VALVE & BOX

WITH EXTENSION

6" DIP FIRE PROTECTION

FROM CITY WATER MAIN

BASEMENT FLOOR

INDIVIDUAL METERS AND

VALVES PER UNIT.

NOTE: ALL METERS MUST BE LOCATED IN A

CENTRAL ROOM AT POINT WHERE

WATER SERVICE ENTERS BUILDING.

IRRIGATION LINES MUST ALSO HAVE

SEPARATE METER IF LINE IS

CONNECTED PRIOR TO MAIN.

ONE MAIN METER

BILLING GOES TO MANAGEMENT

COMPANY INDIVIDUAL METERS

MAY BE ADDED FOR EACH UNIT

FOR MANAGEMENT BILLING

BREAK DOWN.

TO

FIRE PRO

TECTIO

N

12"

MIN

.

VALVE

VALVE

MAIN

METER


MULTIPLE UNITS USINGMAIN WATER METER WAT-111/2019

CITY

MAIN

GATE VALVE & BOX

WITH EXTENSION

6" DIP FIRE PROTECTION

FROM CITY WATER MAIN

BASEMENT FLOOR

INDIVIDUAL METERS AND

VALVES PER UNIT AND

IRRIGATION WATER.

NOTE: ALL METERS MUST BE LOCATED IN A

CENTRAL ROOM AT POINT WHERE

WATER SERVICE ENTERS BUILDING.

IRRIGATION LINES MUST ALSO HAVE

SEPARATE METER IF LINE IS

CONNECTED PRIOR TO MAIN.

INDIVIDUAL METERS

PER UNIT AND EACH UNIT IS

BILLED SEPARATELY.

TO

FIRE PRO

TECTIO

N

12"

MIN

.


MULTIPLE UNITS USINGINDIVIDUAL WATER METERS WAT-121/2019


WATERMAIN PLUGTYPICAL TIE BACK WAT-131/2019

NOTES:1. TIEING BACK IS TO BE CONSIDERED INCIDENTAL TO INSTALLATION

OF WATERMAIN. NO COMPENSATION WILL BE PAID THEREFORE.2. TIEING BACK OF THE PLUG IS TO BE DONE IN ADDITION TO NORMAL

BLOCKING AGAINST UNDISTURBED SOILS.

RETAINER GLAND (TYP) AS APPROVEDBY THE CITY ENGINEERING DEPT.

58" DIA. THREADED STEELCOATED ROD (MIN. 2PER PLUG)


HDPE PIPEWATERMAIN OR SANITARY FORCEMAIN WAT-141/2019

NOTES:1. FOR ALL HDPE PIPE OR EQUAL, INSTALL A TRACER WIRE OF 12 GA.

MINIMUM DIAMETER. APPLIES TO WATERMAIN OR SANITARYFORCEMAIN ONLY.

2. ATTACHE TRACER WIRE SECURELY TO PIPE WITH DUCT TAPE OREQUAL.

3. TRACER WIRE TO BE BROUGHT TO SURFACE AT GATE VALVELOCATIONS AND AIR RELEASE MANHOLES.

DUCT TAPE OR APPROVED EQUAL

GRADE

12 GA. TRACER WIRE ORAPPROVED EQUALHDPE PIPE OR EQUAL

(WATERMAIN OR SANITARYFORCEMAIN)

VARI

ABLE

SEE

PLAN

high density polyethylene seams shall be than …...snake pit magnetized tracer box - concrete...

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