1 2 3 4 5 town of bennett terramax, inc ......bennett a minimum of three business days' notice for...

© 2020 Microsoft Corporation © 2020 TomTom © 2020 HERE

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VICINITY MAPSCALE 1" = 2,000'

BENNETT, COLORADODECEMBER, 2020

KENNEDY AND UTILITY CORRIDOR

TOWN of BENNETT

CONSTRUCTION PLANS

Terramax, Inc.4220 Golf Vista DriveLoveland, Colorado 80537

CIVIL ENGINEER:

PROJECT OWNER:

Bennett, CO 80102207 Muegge WayTown of Bennett

(303) 929-3194

SHEET INDEXNo. Sheet Title

1 COVER SHEET

2 GENERAL NOTES AND TYPICAL ROAD SECTION

3 SITE PLAN

4 EROSION AND SEDIMENT CONTROL

5 12IN DIA. WATERLINE PLAN AND PROFILE

6 8IN DIA. WATERLINE PLAN AND PROFILE

SURVEY BENCHMARK NOTES:

SURVEY BENCHMARK AND COORDINATE CONTROL INFORMATION CAN BE OBTAINEDDIRECTLY FROM THE PROJECT SURVEYOR, ELIJAH FRANE, PLS, OF FRANE SURVEYING, INC.,P. O. BOX 2372, ELIZABETH, COLORADO 80107, PHONE 303-243-0037 [email protected] 1

AutoCAD SHX Text ENGINEERING

24'-0" WIDE GRAVEL ROAD6'-0"SHOULDER6'-0"

SHOULDER

3H:1V

3H:1V3H:1V

6"

FILL CUT

12'-0"TRAVEL LANE

12'-0"TRAVEL LANE

COMPACTED FILL

FINISHEDGRADE

EXISTINGGRADE

1'-0"(MIN.)

SURFACING MATERIALS:TOP COURSE 2-INCH ASPHALT MILLINGSLOWER COURSE 8-INCH CONCRETE CRUSHINGS(SURFACING MATERIALS PROVIDED BY OWNERFROM TOWN STOCKPILES AT 4TH & TRUMAN YARD)

GENERAL NOTES:

1. SPECIFICATIONS. THE PROJECT SPECIFICATIONS SHALL BE THE TOWNOF BENNETT STANDARDS AND SPECIFICATIONS FOR UTILITYCONSTRUCTION, LATEST EDITION, LATEST REVISIONS.

2. QUALITY ASSURANCE (QA) / QUALITY CONTROL (QC): FOR QA-QC PERTHE SPECIFICATIONS, THE SELECTED CONTRACTOR IS REQUIRED TOPROVIDE QUALITY CONTROL FOR THE PROJECT, AND THE LOCALAGENCY (TOWN OF BENNETT, PROJECT OWNER) IS REQUIRED TOPROVIDE QUALITY ASSURANCE.

3. RIGHT-OF-WAY LIMITS. PROJECT PROPERTY AND ROADRIGHTS-OF-WAY AS SHOWN ON THESE PLANS ARE UNDER THEOWNERSHIP AND CONTROL OF THE TOWN OF BENNETT. EXISTINGFENCE IS NOT TO BE DISTURBED BY THIS PROJECT WORK. ANYDISTURBANCE OR DAMAGE TO EXISTING FENCING ADJACENT TO THEPROJECT BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED BYTHE CONTRACTOR IN ACCORDANCE WITH THE PROJECTSPECIFICATIONS AT HIS SOLE EXPENSE. PROJECT WORK ANDACTIVITIES ARE NOT ALLOWED OUTSIDE KNOWN TOWN OF BENNETTPROPERTY OR RIGHT-OF-WAY CONTROLLED AREAS, AS SHOWN ONTHESE PLANS.

4. CONSTRUCTION EASEMENT. THE TOWN OF BENNETT HAS NOTOBTAINED ADDITIONAL CONSTRUCTION EASEMENT FOR THIS PROJECTWORK, TEMPORARY OR PERMANENT. THE CONTRACTOR SHALLCONFINE ALL PROJECT WORK AND RELATED ACTIVITIES TO THE TOWNOF BENNETT PROPERTY AND RIGHT-OF-WAY UNLESS THECONTRACTOR MAKES HIS OWN ARRANGEMENTS DIRECTLY WITHAFFECTED ADJACENT PROPERTY OWNERS. IN SUCH CASE, THECONTRACTOR SHALL PROVIDE THE TOWN OF BENNETT WRITTEN,SIGNED COPIES OF ANY AGREED CONSTRUCTION AGREEMENTARRANGEMENT.

5. CONTROL OF WORK AREA. THE PROJECT WORK AREA SHALL BEUNDER THE CONTRACTOR'S CONTROL FOR THE DURATION OF THEPROJECT THROUGH SUBSTANTIAL COMPLETION. DURING THAT TIME,THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ACTIVITIES ANDWORK WITHIN THIS AREA, INCLUDING CONSTRUCTION MEANS ANDMETHODS, ACCESS, SAFETY, SECURITY, SOIL DISTURBANCE,PROTECTION OF UTILITIES AND IMPROVEMENTS. THE CONTRACTOR ISRESPONSIBLE FOR PROJECT WORK AREA COMPLIANCE WITH ALLFEDERAL AND STATE LAWS, CODES, PERMITS AND REQUIREMENTS.THE CONTRACTOR SHALL GRANT ACCESS FOR REVIEW, OBSERVATIONAND INSPECTION OF THE SITE AND WORK TO THE TOWN OF BENNETTAS WELL AS OTHER AGENCIES HAVING RIGHTFUL JURISDICTION.

6. INDEMNIFICATION. THE CONTRACTOR AGREES THAT HE SHALLASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITECONDITIONS DURING THE COURSE OF CONSTRUCTION OF THISPROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THATTHESE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND SHALL NOTBE LIMITED TO WORKING HOURS; AND THAT THE CONTRACTOR SHALLDEFEND, INDEMNIFY AND HOLD THE TOWN OF BENNETT ANDTERRAMAX, INC. THE PROJECT ENGINEER HARMLESS FROM ANY ANDALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THEPERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITYARISING FROM THE SOLE NEGLIGENCE OF THE TOWN OF BENNETT ORTHE PROJECT ENGINEER.

7. APPROVED PLANS. CONTRACTOR SHALL WORK FROM AN APPROVEDCONSTRUCTION PLAN SET, ISSUED “FOR CONSTRUCTION”, SEALED,SIGNED, AND DATED BY THE PROJECT ENGINEER OF RECORD, DANIELP. GIROUX, P.E. CONTRACTOR SHALL MAINTAIN AT LEAST ONE SET OFTHE SIGNED, APPROVED PLANS ON-SITE AT ALL TIMES THROUGHOUTTHE PROJECT EXECUTION.

8. NOTIFICATIONS. THE CONTRACTOR SHALL NOTIFY THE TOWN OFBENNETT, A MINIMUM OF THREE FULL BUSINESS DAYS PRIOR TO THECOMMENCEMENT OF PROJECT WORK ON SITE, AND A MINIMUM OFTWO FULL BUSINESS DAYS PRIOR TO REQUIRED TESTING ORINSPECTIONS. THE CONTRACTOR SHALL PROVIDE THE TOWN OFBENNETT A MINIMUM OF THREE BUSINESS DAYS' NOTICE FOR ANYUTILITY OUTAGES.

9. TESTING AND INSPECTIONS. INSPECTIONS BY THE TOWN OF BENNETTWILL BE REQUIRED AT MINIMUM FOR CULVERT, PIPE, BEDDING,VALVES, TEE AND CROSSES, THRUST BLOCKS & RESTRAINTS, FIREHYDRANTS, AND SYSTEM CONNECTIONS. TESTING WILL BE INACCORDANCE WITH THE PROJECT SPECIFICATIONS.

10.DEBRIS AND WASTE MATERIALS. ALL DEBRIS AND WASTE MATERIALSCREATED BY THE PROJECT WORK SHALL BE THE PROPERTY ANDRESPONSIBILITY OF THE CONTRACTOR, TO BE REMOVED FROM THEPROJECT SITE AND APPROPRIATELY AND LEGALLY DISPOSED OF, ATTHE CONTRACTOR'S SOLE EXPENSE.

11.PROJECT SITE APPEARANCE AND CONDITION. GENERAL CLEANUP OFTHE PROJECT AREA SHALL BE MAINTAINED THROUGHOUT THEDURATION OF THE PROJECT. WHEN STREET-CLEANING IS REQUIRED,THE ENTIRE WIDTH OF THE ROAD SHALL BE CLEANED.

12.PROJECT SITE RESTORATION. ALL PAVEMENTS, UTILITIES, FENCING,LANDSCAPING AND OTHER STRUCTURES OR SURFACES AFFECTED BYTHE PROJECT CONSTRUCTION SHALL BE RESTORED TO A CONDITIONEQUAL TO OR BETTER THAN BEFORE COMMENCEMENT OF THE WORK,TO THE SATISFACTION OF THE TOWN OF BENNETT.

13.EROSION AND SEDIMENT CONTROL. CONTRACTOR SHALL BERESPONSIBLE FOR ALL EROSION AND SEDIMENT CONTROL INPROJECT WORK AREAS THROUGHOUT THE DURATION OF THE WORK,AND INCLUDING REVEGETATION OF ALL AREAS DISTURBED BY THEWORK. CONTRACTOR SHALL SUBMIT AN EROSION AND SEDIMENTCONTROL PLAN (ESCP) TO THE TOWN PRIOR TO COMMENCEMENT OFTHE WORK. EROSION CONTROL WILL BE PERFORMANCE-BASED,REGARDLESS OF THE ESCP INCLUDING BEST MANAGEMENTPRACTICES (BMP'S), THE CONTRACTOR WILL NEED TO TAKEWHATEVER MEASURES ARE NEEDED TO ADDRESS EROSION ANDSEDIMENT CONTROL THROUGHOUT THE PROJECT DURATION.CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL ESCPBMP'S FOLLOWING SUCCESSFUL RESTORATION AND REVEGETATIONOF THE SITE, UNLESS SPECIFIC PRIOR ARRANGEMENTS ARE MADEWITH THE TOWN OF BENNETT.

14.UTILITY LOCATES. THESE DRAWINGS DO NOT PURPORT TO PROVIDE ARECORD OF ALL EXISTING UTILITY LOCATIONS ON THE PROJECT SITE.THE CONTRACTOR SHALL FIELD-VERIFY ALL UTILITY LOCATIONS INTHE FIELD, INCLUDING THROUGH TIMELY NOTIFICATION TO THEUTILITY NOTIFICATION CENTER OF COLORADO (UNCC OR “ONE-CALL”),AMONGST OTHER MEASURES, BEFORE COMMENCING PROJECT WORK.

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2SCALE 1" = 5'TYPICAL ROAD SECTION0

SCALE IN FEET

2 5 10

KENNEDY AND 4TH STREET


N3°

22'4

7"W

415.

74'

60.0

0'

60.0

0'30

.00'

30.0

0' S89°57'30"E 1206.70'

S0°1

5'00

"W18

7.37

'

N89°57'30"W 198.00'

S0°1

5'00

"W50

7.45

'

N89°29'00"W50.00'

N88°54'04"W 621.27'N89°50'30"W 732.40'

N0°

09'3

0"E

681.

45'

S3°2

2'37

"E74

.30'

S15°07'23"E205.65'

S SSDD

TRUMAN AVE

3rd

ST

4th

ST

BLOCK 1

WATER TRUCKLINEUP AND FILLING

QUEUE LANE

BENNETT RANCH60'-0" WIDE

UTILITY EASEMENT

POSSIBLE FUTURENORTH BYPASS SS

INTERCEPTOR 20' WIDEEASEMENT AND SS MAIN

PROPOSED LOADINGSTATION NO. 1

PROPOSED LOADING STATION NO. 2

NEWPERIMETER

FENCING

NEW GATE

NEW GATE

NEW GATE

EXISTING GATE

WEST WWTP ACCESS DRIVE

TIEINTOEXISTINGWATERLINE

NEW 12" DIA. WATER LINE(~1,400 L.F.)

NEW 10" DIA. NON-POTABLE WATERLINE(~ 1,400 L.F.)

STUB-OUTNORTHFORFUTURECONNECTION

STUB-OUT NORTH FOR FUTURE CONNECTION

NEW FIRE HYDRANT

NEW 8" DIA. WATERLINE(~ 710 L.F.)

END NEW WATERLINE WITH CROSS,STUB-OUT NORTH,SOUTH, AND EAST

FOR FUTURECONNECTIONS

12" DIA. WATER MAIN(BY OTHERS)



EXISTINGSANITARYSEWER LINE

NEWFIRE

HYDRANT

R50'-0"

EXISTING 8" DIA. WATER MAIN

4TH AND TRUMAN WATER MAIN CONNECTIONCUT IN 8"x8"x8" TEE WITH ISOLATION GATE VALVESTREET TO BE SAWCUT, REMOVE AND REPLACEWITH 6-INCH THICK CDOT CLASS P PCC PAVEMENT

PROJECT ROADIMPROVEMENT LIMIT

PUBLIC WORKS SHOPSITE SHOWN FOR

REFERENCE ONLY

PROJECT ROADIMPROVEMENT LIMITPUBLIC WORKS SHOPSITE SHOWN FORREFERENCE ONLY

N

EXISTING SANITARY SEWER

EXISTING WATERLINE

NEW INFILTRATION POND

NEW DRAINAGE PATH

NEW SANITARY SEWER SERVICE

NEW WATERLINE

NEW NON-POTABLE WATERLINE

LEGEND:

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AutoCAD SHX Text25

AutoCAD SHX TextSCALE: 1" = 50'

AutoCAD SHX Text0

AutoCAD SHX Text75

AutoCAD SHX Text100

AutoCAD SHX Text50


N3°

22'4

7"W

415.

74'

60.0

0'

60.0

0'30

.00'

30.0

0' S89°57'30"E 1206.70'

S0°1

5'00

"W18

7.37

'

N89°57'30"W 198.00'

S0°1

5'00

"W50

7.45

'

N89°29'00"W50.00'

N88°54'04"W 621.27'N89°50'30"W 732.40'

N0°

09'3

0"E

681.

45'

S3°2

2'37

"E74

.30'

S15°07'23"E205.65'

S SSDD

TRUMAN AVE

3rd

ST

4th

ST

BLOCK 1

NEWPERIMETER

FENCING

NEW GATE

EXISTING GATE

WEST WWTP ACCESS DRIVE

NEW 12" DIA. WATER LINE(~1,400 L.F.)

NEW 10" DIA. NON-POTABLE WATERLINE(~ 1,400 L.F.)

NEWFIRE

HYDRANT

SILT FENCE

SILT FENCESILT FENCE

SFSF SF SF SF

SF

SF

SF

VTC

VTC

VEHICLETRACKING

VEHICLETRACKINGIP

OP

INLET PROTECTION

OUTLET PROTECTION

N

EXISTING SANITARY SEWER

EXISTING WATERLINE

NEW INFILTRATION POND

NEW DRAINAGE PATH

NEW SANITARY SEWER SERVICE

NEW WATERLINE

NEW NON-POTABLE WATERLINE

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SF

EROSION & SEDIMENT CONTROL LEGEND

SILT FENCE

VTC VEHICLE TRACKING CONTROL

IP INLET / OUTLET PROTECTION

ER

OS

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AN

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AutoCAD SHX Text25


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NW COR SECTION 27 FOUNDALUM MON LS #ILLEGIBLE

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+80

BENNETT RANCH60' WIDE

UTILITY EASEMENTPOSSIBLE FUTURENORTH BYPASS SS

INTERCEPTOR 20' WIDEEASEMENT AND SS MAIN

60'R.O.W.

24' WIDEGRAVEL

ROAD

6' WIDESHOULDER

6' WIDESHOULDER

R30'

1ST

AVEN

UE

NEW PUBLICWORKSSHOP

FINISHEDFLOOR:5467.5

INFILTRATIONPOND

CENTERLINE24" DIA. CULVERTSTA = 4+77.47

SANITARY SEWERCROSSINGSTA = 7+21.29

12"x12"x8" TEESTA = 7+09.02

POSSIBLE FUTURESS MH 98, 5' DIA.RIM: 5464.01INV. IN (15"): 5452.64 (S)INV. OUT (15"): 5452.44 (N)

BLIND FLANGE WITHTHRUST BLOCKMARK END

8-INCH VALVE

12-INCH VALVE

FUTURE 8-INCH WATER MAIN(BY OTHERS)

FIRE HYDRANTCONNECTIONSTA = 8+25.97

8-INCH WATER MAIN

1-INCH WATER SERVICE LINE

4-INCH BUILDING FIRE LINE

NEW FIRE HYDRANT

12"x12" CROSSSTA = 14+33.7112"x12"x8" TEE

STA = 11+12.26

12-INCH VALVE

8-INCH VALVE12-INCH WATER MAIN(BY OTHERS)

12-INCH WATER MAIN(BY OTHERS) (3) 12-INCH VALVE, BLIND

FLANGE WITH THRUST BLOCK(s)MARK END(s)

12-INCH WATER MAIN(BY OTHERS)

12"x12"x12" TEESTA = 1+25.70

BLIND FLANGE WITHTHRUST BLOCKMARK END

FUTURE 12-INCH WATER MAIN(BY OTHERS)

(3) 12-INCH VALVE(s)

8"x8"x8" TEE CUT-INCONNECTIONSTA = 0+37.39

12"x8" REDUCER

EXISTING 8"WATER LINE

DRAINAGEDIVERSION

BERM

POSSIBLE FUTURESS MH 96, 5' DIA.

RIM: 5463.81INV. IN (15"): 5453.92 (S)

INV. OUT (15"): 5453.72 (N)

TEMPORARY PURPLE PIPE TERMINATIONBLIND FLANGE, THRUST BLOCK, ANDBLOW-OFF ASSEMBLY

10" ISOLATIONGATE VALVE

10"x6"x10"PURPLE TEE

6" PURPLE PIPE STUB TONORTH AS SHOWN WITH 6"

ISOLATION GATE VALVE

10"x10"x10" PURPLE TEE,ISOLATIONS VALVES ALLDIRECTIONS

10" PURPLE PIPE STUB TONORTH AS SHOWN WITH10" ISOLATION GATE VALVE

PURPLE PIPE "BLACKHYDRANT" ASSEMBLY WITH

ISOLATION GATE VALVE ANDPROTECTIVE PIPE BOLLARDS

10"x10"x10" PURPLE TEE,ISOLATIONS VALVES TOTHE EAST

TEMPORARY PURPLE PIPE TERMINATIONBLIND FLANGE, THRUST BLOCK, ANDBLOW-OFF ASSEMBLY

5430

5435

5440

5445

5450

5455

5460

5465

5470

5475

5430

5435

5440

5445

5450

5455

5460

5465

5470

5475

0+00 0+60 1+20 1+80 2+40 3+00 3+60 4+20 4+80 5+40 6+00 6+60 7+20 7+80 8+40 9+00 9+60 10+20 10+80 11+40 12+00 12+60 13+20 13+80 14+40 15+00 15+60 16+20 16+80

5466

.154

59.2

5

5464

.754

58.3

4

5464

.054

57.4

3

5463

.354

56.5

2

5461

.754

55.6

1

5459

.254

54.7

0

5457

.254

53.7

9

5456

.254

53.2

3

5457

.254

53.5

5

5459

.154

54.1

9

5461

.354

54.8

4

5462

.954

55.4

8

5463

.954

56.1

2

5464

.154

56.7

7

5463

.854

57.3

9

5463

.254

57.4

5

5463

.454

57.4

8

5463

.854

57.2

6

5462

.654

56.5

4

5460

.454

54.5

7

5458

.754

52.6

4

5452

.37

5458

.254

52.3

7

5460

.0

24" DIA. CULVERTSTA: 4+77.47

INV. ELEV: 5456.05

POSSIBLE FUTURE15" DIA. S.S. CROSSINGSTA: 7+21.29INV. ELEV: 5452.89

12"x12" CROSSSTA: 14+33.71ELEV: 5452.37

12"x12"x8" TEESTA: 11+12.26ELEV: 5456.92

FIRE HYDRANTCONNECTIONSTA: 8+25.97ELEV: 5455.88

12"x12"x8" TEESTA: 7+09.02

ELEV: 5455.36

12"x12"x12" TEESTA: 1+25.70ELEV: 5457.41

8"x8"x8" TEE CUT-INCONNECTIONSTA: 0+37.39ELEV: 5459.60

1.07%

0.06%

0.00%

-1.52%-1.05%

-3.52%

STA: 7+21.29ELEV: 5454.14

STA: 7+21.29ELEV: 5455.49

STA: 4+77.47ELEV: 5453.24

1ST

AVEN

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PROPOSEDGRADING

ASSUMEDGRADE

EXISTING GRADE

PROPOSED PIPE INVERT

12"x8" REDUCER

NOTE:PURPLE NON-POTABLE MAIN TO FOLLOWSIMILAR PROFILE TO POTABLE BLUE MAIN.

NEXISTING SANITARY SEWEREXISTING WATERLINE

NEW DETENTION POND

NEW DRAINAGE PATH

NEW 12" DIA. WATER LINE

NEW 10" DIA. NON-POTABLE WATERLINE

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S

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NEW PUBLIC WORKSSHOP SITE SHOW FOR

REFERENCE ONLY

8-INCH WATER MAIN(~ 710 L.F.)

FUTURE 1-INCHWATER SERVICE

LINE CONNECTION

FUTURE 4-INCHBUILDING FIRELINE CONNECTION

NEW FIREHYDRANT

12-INCH VALVE

8-INCH VALVE

4th ST

0+00 2+00 4+00 6+00 8+00 8+40

8"x8"x8" TEE CUT-INCONNECTIONSTA = 0+40.45

FIRE HYDRANTCONNECTIONSTA = 2+61.02

12"X12"X8" teeSTA = 7+50.92

EXISTING WATERLINE

8" VALVE

4TH AND TRUMAN WATER MAINCONNECTIONSTREET TO BE SAWCUT, REMOVEAND REPLACE WITH 6-INCH THICKCDOT CLASS P PCC PAVEMENT

PROJECT ROAD LIMIT

5435

5440

5445

5450

5455

5460

5465

5470

5475

5480

5435

5440

5445

5450

5455

5460

5465

5470

5475

5480

0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+10 8+40

5466

.8

5466

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59.3

5

5466

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59.4

1

5466

.454

59.7

0

5466

.254

60.2

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5466

.754

60.8

5

5466

.754

61.4

3

5467

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61.6

8

5467

.254

61.3

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5467

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60.9

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5467

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60.5

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5468

.454

60.1

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5468

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59.9

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59.9

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59.9

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5468

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59.7

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5468

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59.5

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5467

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59.3

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5464

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56.9

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5463

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12"X12"X8" TEESTA: 7+50.92

ELEV: 5456.90

CUT-IN TEECONNECTIONSTA: 0+40.45APPROX. ELEV: 5459.31

EXISTING GRADE

PROPOSED PIPE INVERT

PROPOSED GRADE

PROPOSED 8" DIA. WATER LINE

FIRE HYDRANTCONNECTIONSTA: 2+61.02

APPROX. ELEV: 5461.50

FUTURE 1-INCHWATER SERVICE

LINE CONNECTION

FUTURE 4-INCHBUILDING FIRELINE CONNECTION

EXISTING GRADE

NEXISTING SANITARY SEWEREXISTING WATERLINE

NEW DETENTION POND

NEW DRAINAGE PATH



NEW 10" DIA. NON-POTABLE WATERLINE

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Sheets and Views1 COVER SHEETPLOT

2 GENERAL NOTES AND TYPICAL ROAD SECTIONPLOT

3 SITE PLANPLOT

4 EROSION AND SEDIMENT CONTROLPLOT

5 12IN DIA. WATERLINE PLAN AND PROFILEPLOT

6 8IN DIA. WATERLINE PLAN AND PROFILEPLOT

1 2 3 4 5 town of bennett terramax, inc ......bennett a minimum of three business days' notice for...

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