contract plans - city of pahokee

BELLE GLADE

FROM

PORT MAYACA

TO

PALM BEACH

WEST

TO

UTILITY ADJUSTMENTS99 - 103

TEMPORARY TRAFFIC CONTROL PLANS96 - 98

EROSION CONTROL PLANS91 - 95

STORMWATER POLLUTION PREVENTION PLAN88 - 90

CROSS SECTIONS57 - 87

ROADWAY SOIL SURVEY54 - 56

DRAINAGE STRUCTURES41 - 53

DRIVEWAY PROFILES25 - 40

CURB RAMP DETAILS23 - 24

ROADWAY PLAN / PROFILE13 - 22

GENERAL NOTES12

PROJECT LAYOUT11

SUMMARY OF DRAINAGE STRUCTURES8 - 10

TYPICAL SECTION6 - 7

DRAINAGE MAP4 - 5

SUMMARY OF PAY ITEMS3 - 3A

SIGNATURE SHEET2

KEY SHEET1

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CERTIFICATE OF AUTHORIZATION: 27212

JACKSONVILLE, FL 32202

219 N. NEWNAN ST., 4TH FLOOR

AE ENGINEERING, INC.

RODERICK MYRICK, P.E. NO.: 56969

¡ CONST.

STA. 79+03.89

END PROJECT

¡ CONST.

STA. 30+00.00

BEGIN PROJECT

LEOS A. KENNEDY

FDOT PROJECT MANAGER:

STATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

CONTRACT PLANS

NO.

SHEET

YEAR

FISCAL

FINANCIAL PROJECT ID 442030-1-54-01

1 20

EXPRESSWAY

TU

RNPIK

E

10

PENSACOLA FORT WALTON

BEACH

PANAMACITY

CHIPLEY

TALLAHASSEE

75

10

295

95

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA DAYTONA BEACH

DELAND4

NEW PORT RICHEY

TAMPA

754

LAKELAND

MELBOURNE -COCOA

ORLANDO

BARTOWST PETERSBURG

275

SARASOTA -

BRADENTON

75

95

FT PIERCE

FT MYERS

WEST PALM

BEACH

FT LAUDERDALE

MIAMI

75

75

NAPLES

KEY WEST

CITY

LAKE

FLO

RID

A'S

BEACH LINE

SHEET DESCRIPTIONSHEET NO.

INDEX OF ROADWAY PLANS

GOVERNING STANDARD SPECIFICATIONS:

CONTRACT PLANS COMPONENTS

ENGINEER OF RECORD:

ROADWAY PLANS

http://www.fdot.gov/programmanagement/Implemented/SpecBooks

for Road and Bridge Construction at the following website:

Florida Department of Transportation, JULY 2020 Standard Specifications

GOVERNING STANDARD PLANS:

Component

Standard Plans for Bridge Construction are included in the Structures Plans

APPLICABLE IRs: IR___-___-__

following website: http://www.fdot.gov/design/standardplans

Standard Plans for Road Construction and associated IRs are available at the

Bridge Construction and applicable Interim Revisions (IRs).

Florida Department of Transportation, FY2020-21 Standard Plans for Road and

PROJECT LOCATION

PALM BEACH COUNTY

BARFIELD HIGHWAY RECONSTRUCTION

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DECEMBER 2020

FINAL SUBMITTAL

UTILITY PLANS

SIGNING AND PAVEMENT MARKING PLANS

ROADWAY PLANS

UTILITY ADJUSTMENTS99 - 103

TEMPORARY TRAFFIC CONTROL PLANS96 - 98

EROSION CONTROL PLANS91 - 95

STORMWATER POLLUTION PREVENTION PLAN88 - 90

CROSS SECTIONS57 - 87

ROADWAY SOIL SURVEY54 - 56

DRAINAGE STRUCTURES41 - 53

DRIVEWAY PROFILES25 - 40

CURB RAMP DETAILS23 - 24

ROADWAY PLAN / PROFILE13 - 22

GENERAL NOTES12

PROJECT LAYOUT11

SUMMARY OF DRAINAGE STRUCTURES8 - 10

TYPICAL SECTION6 - 7

DRAINAGE MAP4 - 5

SUMMARY OF PAY ITEMS3 - 3A

SIGNATURE SHEET2

KEY SHEET1

442030-1-54-01 PALM BEACH

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEETCITY OF PAHOKEE

C:\Projects\Barfield Hwy\04 DRAWINGS\44203015401\roadway\SIGNRD01.dgnCharlie Tran 12/29/2020 12:07:59 PM Default

219 N. NEWNAN STREET, 4TH FLOOR

JACKSONVILLE, FL - 32202


RODERICK MYRICK, P.E.

P.E. LICENSE NUMBER 56969


2

SIGNATURE SHEET

ON ANY ELECTRONIC COPIES.

AND THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

SHEET DESCRIPTIONSHEET NO.

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

RODERICK MYRICK, P.E. NO. 56969

CERTIFICATE OF AUTHORIZATION NO.: 27212

JACKSONVILLE, FL 32202

219 N. NEWNAN ST., 4TH FLOOR


STATE OF

� � �

No 56969

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CIRYM KCIRE

DO

R

442030-1-54-01 PALM BEACH


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.


C:\Projects\Barfield Hwy\04 DRAWINGS\44203015401\roadway\CESSRD01.dgnCharlie Tran 12/29/2020 12:08:00 PM Default

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3

SUMMARY OF PAY ITEMS

SPC ALT ITEM NUMBER ITEM DESCRIPTION UNIT QUANTITY TOTAL

0700- 1- 11 SINGLE POST SIGN, F&I GROUND MOUNT, UP TO 12 SF AS 32.000

0700- 1- 60 AS 16.000

0710- 90- LS 1.000

0711- 11-123AND ROUNDABOUT

THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" FOR CROSSWALKLF 899.000

0711- 11-125AND CROSSWALK

THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINELF

0711- 14-125 THERMOPLASTIC, PREFORMED, WHITE, SOLID, 24" FOR CROSSWALK LF

0711- 16-201 THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 6" GM 1.667

SUMMARY OF SIGNING


0101- 1- LS 1.000

0102- 1- (LS) 1.000

0102- 2- 1 LS 1.000

0102- 14- TRAFFIC CONTROL OFFICER HR

0102- 60- WORK ZONE SIGN ED

0102- 74- 1 CHANNELIZING DEVICE- TYPES I, II, DI, VP, DRUM, OR LCD ED

0102- 74- 2 CHANNELIZING DEVICE, TYPE III, 6' ED

0102- 74- 7CHANNELIZING DEVICE)

CHANNELIZING DEVICE- PEDESTRIAN LCD (LONGITUDINALLF

0102- 78- TEMPORARY RETROREFLECTIVE PAVEMENT MARKER EA

0102- 99- PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED

0104- 10- 3 SEDIMENT BARRIER LF

0104- 11- FLOATING TURBIDITY BARRIER LF

0104- 18- INLET PROTECTION SYSTEM EA

0110- 1- 1 6.120

0110- 4- 10 REMOVAL OF EXISTING CONCRETE SY

0120- 1- REGULAR EXCAVATION CY

0120- 6- EMBANKMENT CY

0160- 4- TYPE B STABILIZATION SY

0285-701- OPTIONAL BASE, BASE GROUP 01 SY

0285-704- OPTIONAL BASE, BASE GROUP 04 SY

0334- 1- 12 TN

0337- 7- 8076-22

ASPHALT CONCRETE FRICTION COURSE,TRAFFIC B, FC-9.5, PGTN

0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN

0425- 1-201 INLETS, CURB, TYPE 9, <10' EA 1.000

0425- 1-351 EA

0425- 1-361 INLETS, CURB, TYPE P-6, <10' EA

0425- 2- 92 MANHOLES, J-8, >10' EA 1.000

0425- 5- 1 MANHOLE, ADJUST, UTILITIES EA

0430-175-118 PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 18"S/CD LF

0430-175-124 PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 24"S/CD LF

0430-175-130 PIPE CULVERT, OPT MATERIAL, ROUND, 30"S/CD LF

0515- 2-311 PEDESTRIAN/ BICYCLE RAILING, ALUMINUM ONLY,42" TYPE 1 LF

0520- 1- 10 CONCRETE CURB & GUTTER, TYPE F LF

0522- 1- CONCRETE SIDEWALK AND DRIVEWAYS, 4" THICK SY

0522- 2- CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK SY

0527- 2- DETECTABLE WARNINGS SF

0536- 1- 0 LF

0536- 85- 20 EA 2.000

0570- 1- 2 PERFORMANCE TURF, SOD SY

0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM

0710- 11-125STOP LINE OR CROSSWALK, 24"

PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FORLF

0710- 11-170 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, ARROWS EA

SUMMARY OF ROADWAY

MOBILIZATION

MAINTENANCE OF TRAFFIC

SPECIAL DETOUR 1

10.000

2.000

13.000

10.000

16.000

17.500

50.000


0700- 1- 50 SINGLE POST SIGN, RELOCATE AS 4.000

SINGLE POST SIGN, REMOVE

232.000

EA 15.0000705- 10- 1 OBJECT MARKER, TYPE 1

294.000

SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC B

INLETS, CURB TYPE P-5, <10'

GUARDRAIL -ROADWAY, GENERAL/LOW SPEED TL-2

GUARDRAIL END TREATMENT- TRAILING END ANCHORAGE

0536- 85- 24 EA 2.000GUARDRAIL END TREATMENT- PARALLEL APPROACH TERMINAL

0425- 1-451 EA 5.000INLETS, CURB TYPE J-5, <10'

0425- 1-461 INLETS, CURB, TYPE J-6, <10' EA 3.000

0400- 2- 2 CY 40.000

1687.000

1369.000

1546.000

0425- 2- 71 MANHOLES, J-7, <10' EA 1.000

0425- 1-531 EA 8.000INLETS, DT BOTTOM, TYPE C MOD-BACK OF SIDEWALK, <10'

AC

2611.000

17067.000

14922.000

1199.500

1202.500

100.000

255.000

9566.000

4874.000

1742.000

294.000

240.000

7757.000

287.000

4857.000

3277.000

3595.000

4910.000

0400- 1- 2 CY 4.800CONCRETE CLASS I, ENDWALLS

CONCRETE CLASS II, ENDWALLS

1.000

0102- 2-300 LS 1.000

0102- 2-200 SPECIAL DETOUR, TEMPORARY PAVEMENT LS

SPECIAL DETOUR, TEMPORARY EARTHWORK

0415- 1- 3 LBREINFORCING STEEL, RETAINING WALL 4190.000

LF

40.000EA0536- 7- 2 SPECIAL GUARDRAIL POST- SPECIAL STEEL POST

0536- 6- PIPE RAIL FOR GUARDRAIL 94.000

0102-104- ED

ED

TEMPORARY SIGNALIZATION AND MAINTENANCE, INTERSECTION

0102-107- 1 TEMPORARY TRAFFIC DETECTION AND MAINTENANCE, INTERSECTION

0430-175-184 PIPE CULVERT, OPT MATERIAL, ROUND, 84"S/CD LF 56.000

0110- 7- 1 EAMAILBOX, F&I SINGLE 52.000

0108- 1-

LS 1.000

MONITORING

MONITOR EXISTING STRUCTURES- INSPECTION AND SETTLEMENT

0108- 2- LS 1.000MONITOR EXISTING STRUCTURES - VIBRATION MONITORING

0125- 3- CYSELECT BEDDING MATERIAL

SUMMARY OF ROADWAY

100.000

21200.000

79500.000

1590.000

300.000

1060.000

2500.000

265.000

265.000

12000.000

CLEARING & GRUBBING

PAINTED PAVEMENT MARKINGS, FINAL SURFACE

CYCOMMERCIAL MATERIAL FOR TEMPORARY DRIVEWAY MAINTENANCE 200.000

0145- 2- SY

0102- 3-

GEOSYNTHETIC REINFORCED FOUNDATION OVER SOFT SOIL 14922.000

0425- 1-711 EA 1.000GUTTER INLETS, TYPE V, <10'

0430-175-136 PIPE CULVERT, OPT MATERIAL, ROUND, 36"S/CD LF 407.000

0430-175-218 LF 111.000PIPE CULVERT, OPT MATERIAL, OTHER/ELLIPTICAL, 18"S/CD

442030-1-54-01 PALM BEACH


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.


C:\Projects\Barfield Hwy\04 DRAWINGS\44203015401\roadway\CESSRD01.dgnCharlie Tran 12/29/2020 12:08:01 PM Default

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LF

LF

LF

LF

LF

EA

EA

EA

EA

EA

EA 2.000

EA


300.000

4474.000

251.000

101.000

EA

2.000EA

3.000

LF

LF 900.000

SUMMARY OF WATER

1050 16002

1050 16003

UTILITY PIPE, REMOVE & DISPOSE, 2-4.9"

UTILITY PIPE, REMOVE & DISPOSE, 5-7.9"

1050 16004 UTILITY PIPE, REMOVE & DISPOSE, 8-19.9"

1050 31208 UTILITY PIPE, F&I, PVC, WATER / SEWER, 8"

1050 31212 UTILITY PIPE, F&I, PVC, WATER / SEWER, 12"

1050 51206 UTILITY PIPE, F&I, DI/CI, WATER / SEWER, 6"

UTILITY PIPE, F&I, DI/CI, WATER / SEWER, 8"1050 51208

1055 51106 UTILITY FITTINGS, DI/CI, F&I, ELBOW 6"



1055 51208 UTILITY FITTINGS, DI/CI, F&I, TEE 8"

1055 51212 UTILITY FITTINGS, DI/CI, F&I, TEE 12"

1055 51308 UTILITY FITTINGS, DI/CI, F&I, REDUCER 8"

1055 51312 UTILITY FITTINGS, DI/CI, F&I, REDUCER 12"

1055 51508 UTILITY FITTINGS, DI/CI, F&I, CAP/PL, 8"

1060 11211 0-80FT3, 0-6'

UTILITY STRUCTURE, BELOW GROUND, F&I, WATER/SEWER,

EA 4.000

EA 10.0001070 1 10

EA 15.0001080 21106

EA 6.0001080 21108

EA 7.0001080 21112

EA 48.0001080 23102

EA 15.0001080 24106

EA 6.000

EA 7.000

EA 1.000

EA1060 11222 >80FT3, 6.1-12'

UTILITY STRUCTURE, BELOW GROUND, F&I, WATER/SEWER,

1060 16 UTILITY STRUCTURE, BELOW GROUND, REMOVE & DISPOSE

UTILITY AUXILIARY ITEMS, SIGN UP TO 12 SF

UTILITY FIXTURE, VALVE/METER BOX, F&I, 6"



UTILITY FIXTURE, TAPPING SADDLE / SLEEVE, F&I, 2"

UTILITY FIXTURE, VALVE ASSEMBLY, F&I, 6"



1080 24108

1080 24112

EA 1.000

EA 69.000

EA 16.000

EA 21.000

EA 13.000

EA 13.000

EA 6.000

1080 26106 UTILITY FIXTURE, VAC/AIR ASSEMBLY, F&I, 6"

1080 26112 UTILITY FIXTURE, VAC/AIR ASSEMBLY, F&I, 12"

1080 29106 UTILITY FIXTURE, MECHANICAL JOINT RESTRAINT, F&I, 6"



1080 32102

1644112 08

UTILITY FIXTURE, SAMPLE POINT, F&I, 2"

FIRE HYDRANT, F&I, STANDARD, 2 HOSE, 6"

1644900 FIRE HYDRANT, REMOVE

2.000

4.000

15.000

4.000

12.000

6.000

54.000

588.000

3905.000

SUMMARY OF PAY ITEMS

3A

EA 1.0001055 51612 UTILITY FITTINGS, DI/CI, F&I, CROSS, 12"

contract plans - city of pahokee

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