CONTRACT PLANS Documents...lor f no 62449 m a son y. vy j a following sheets in accordance with rule...

R-2

6-E

R-2

5-E

T-45-S

T-46-S

T-44-S

T-45-S

T-45-S

T-46-S

T-44-S

T-45-S

R-2

6-E

R-2

5-E

PROJECT LOCATION

N

LEE COUNTY

DEPARTMENT OF TRANSPORTATION

CONTRACT PLANS

NO.

SHEET

YEAR

FISCAL

10:35:57 PM J:\CR044\CR044002.03\ms_REV1\roadway\keysrd01.dgnkathleen.agoado 4/15/2020

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

200671

SHEET DESCRIPTIONSHEET NO.

Alejandro J. Slaibe, P.E.

COUNTY PROJECT MANAGER:

INDEX OF ROADWAY PLANS

GOVERNING STANDARD SPECIFICATIONS:

CONTRACT PLANS COMPONENTS

ENGINEER OF RECORD:

ROADWAY PLANS

GOVERNING STANDARD PLANS:

APPLICABLE IRs: N/A

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, FY2019-20 Standard Plans for Road and

LIGHTING PLANS

SIGNING AND PAVEMENT MARKING PLANS

ROADWAY PLANS

INTERSECTION CONTROL (ROUNDABOUT)

GATEWAY BOULEVARD AT COMMERCE LAKES DRIVE

CERTIFICATE OF AUTHORIZATION NO.: 29915

(727) 531-3505

CLEARWATER, FL 33759

380 PARK PLACE BOULEVARD, SUITE 300

CARDNO, INC.

P.E. NO.: 62449

JASON Y. YAM, P.E.

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

for Road and Bridge Construction at the following website:

Florida Department of Transportation, JULY2019 Standard Specifications

Lee County Department of Transportation Specifications, and

CIP NO.

SQ-1 - SQ-12

55

51-54

48-50

44-47

31-43

30

28-29

24-27

23

19-22

15-18

14

13

12

11

10

4-9

3

2

1

SUMMARY OF QUANTITIES

TREE PROTECTION DETAILS

UTILITY ADJUSTMENTS

TEMPORARY TRAFFIC CONTROL

EROSION CONTROL

CROSS SECTIONS

ROADWAY SOIL SURVEY

DRAINAGE STRUCTURES

INTERSECTION GRADING DETAILS

INTERSECTION DETAILS

PROFILE SHEETS

PLAN SHEETS

PROJECT NOTES

PROJECT CONTROL

PROJECT LAYOUT

SUMMARY OF DRAINAGE STRUCTURES

TYPICAL SECTION DETAILS

TYPICAL SECTIONS

SUMMARY OF PAY ITEMS

SIGNATURE SHEET

KEY SHEET

STA. 105+19.88

£ SURVEY

GATEWAY BLVD.

BEGIN PROJECT

STA. 113+03.08

£ SURVEY

GATEWAY BLVD.

END PROJECT

STA. 205+79.71

£ SURVEY

COMMERCE LAKES DR.

BEGIN PROJECT LIMITS

STA. 215+20.46

£ SURVEY

COMMERCE LAKES DR.

END PROJECT LIMITS

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1

REVISIONS:

Sheets 1, 3, 33-35, 37-43, 48 and SQ-4 (Revised 4/16/20)

CERTIFICATE OF AUTHORIZATION 29915

CLEARWATER, FLORIDA 33759


CARDNO, INC.

P.E. LICENSE NUMBER 62449

JASON Y. YAM, P.E.

4/15/2020kathleen.agoado J:\CR044\CR044002.03\ms\roadway\SIGNRD01.DGN10:36:51 PM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONSHT. NO.




CIP NO.

200671

SHEET NO. SHEET DESCRIPTION

STATE OF

� � �

RE

ENI

GNE LANOI

SS

E

FO

RP

ESNECIL

ADIROL

F

No 62449

MAY .Y NOSAJ

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

SIGNED AND SEALED BY:

THIS DOCUMENT HAS BEEN DIGITALLY

ON THE ELECTRONIC DOCUMENTS,

THE SIGNATURE SHOULD BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED.

PRINTED COPIES OF THIS DOCUMENT ARE










2 SIGNATURE SHEET

STATE OF

� � �

RE

ENI

GNE LANOI

SS

E

FO

RP

ESNECIL

ADIROL

F

No 67350

XO

NK .

J REHPOTSI

RH

C

EROSION CONTROL

DRAINAGE STRUCTURES

SUMMARY OF DRAINAGE STRUCTURES

SIGNATURE SHEET

44-47

28-29

11

2










STATE OF

� � �

RE

ENI

GNE LANOI

SS

E

FO

RP

ESNECIL

ADIROL

F

No 65514

TTOCS .H NIVEK

ROADWAY SOIL SURVEY

SIGNATURE SHEET

30

2

KEVIN H. SCOTT, P.E. 65514

CERTIFICATE OF AUTHORIZATION NO. 6486

PHONE NUMBER: (727) 531-3505

TAMPA, FL 33637

7351 TEMPLE TERRACE HIGHWAY

TIERRA

CHRISTOPHER J. KNOX, P.E. 67350


PHONE NUMBER: (727) 531-3505



CARDNO

JASON Y. YAM, P.E. 62449


PHONE NUMBER: (727) 531-3505



CARDNO

SUMMARY OF QUANTITIES

UTILITY ADJUSTMENTS

TEMPORARY TRAFFIC CONTROL

CROSS SECTIONS

INTERSECTION GRADING DETAILS

INTERSECTION DETAILS

PROFILE SHEETS

PLAN SHEETS

PROJECT NOTES

PROJECT CONTROL

PROJECT LAYOUT

TYPICAL SECTION DETAILS

TYPICAL SECTIONS

SUMMARY OF PAY ITEMS

SIGNATURE SHEET

KEY SHEET

SQ-1 - SQ-12

51-54

48-50

31-43

24-27

23

19-22

15-18

14

13

12

10

4-9

3

2

1




CARDNO, INC.


JASON Y. YAM, P.E.

4/15/2020kathleen.agoado J:\CR044\CR044002.03\ms_REV1\roadway\CESSRD01.DGN10:36:55 PM

DATE DESCRIPTION

REVISIONS


TH

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CIP NO.

200671 3 SUMMARY OF PAY ITEMS

REVISED PAY ITEM NO./QUANTITY1

1

1

4/16/20

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DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

A

Regular Exc. Embankment

AV V




CARDNO, INC.


JASON Y. YAM, P.E.

4/15/2020kathleen.agoado J:\CR044\CR044002.03\ms_REV1\roadway\rdxsrd01.dgn10:43:20 PM

SHT. NO.




CIP NO.

200671

27.3626.5

1

R/

W LIN

E

R/

W LIN

E

26.8

3

0.02 0.021:41:4

26.88

R/

W LIN

E

R/

W LIN

E

0.02

26.9

5

0.01 26.7

8

1:4

0.02

26.98

27.4

2

R/

W LIN

E

R/

W LIN

E

27.3

4

0.020.02

0.02

33 CROSS SECTIONS

(COMMERCE LAKES DRIVE)

1" = 10' VERT.

1" = 20' HORIZ.

SCALE:

00 2020 4040 6060 8080 100100 120120

20 20

24 24

28 28

32 32

36 36

209+00.00

20 20

24 24

28 28

32 32

36 36

209+50.00

24 24

28 28

32 32

36 36

210+00.00

£ SURVEY (COMMERCE LAKES DRIVE)


26

2 1

16

28

2 0

11

54

5 2

22

STA. 208+89.09

BEGIN RECONSTRUCTION (RT.)

END MILL & RESURFACE (RT.)

REVISED QUANTITY1

1

1

1

48

4

31

27

4/16/20

TH

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DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

A


AV V




CARDNO, INC.


JASON Y. YAM, P.E.


SHT. NO.




CIP NO.

200671

27.35

27.5

9

27.8

3

28.1

9

27.8

3

28.1

9

0.02 0.01 0.0127.0

9

GATEWAY BLVD

SE

E S

EC

TIO

N 107

+50.0

0

SE

E S

EC

TIO

N 109

+00.0

0

GATEWAY BLVD

27.67

0.020.02

27.8

3

28.1

9

28.1

9

BLVDGATEWAY

SE

E S

EC

TIO

N 109

+00.0

0

SE

E S

EC

TIO

N 107

+50.0

0

27.71

0.01 0.02

27.7

2

27.7

7

0.01 1:40.01

1:4

34 CROSS SECTIONS


1" = 10' VERT.

1" = 20' HORIZ.

SCALE:

00 2020 4040 6060 8080 100100 120120

24 24

28 28

32 32

210+50.00

24 24

28 28

32 32

211+00.00

24 24

28 28

32 32

36 36

211+50.00



13 0

3112

1836

00

93

1

35

1

11

1 REVISED QUANTITY4/16/20

TH

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DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

A


AV V




CARDNO, INC.


JASON Y. YAM, P.E.


SHT. NO.




CIP NO.

200671

26.95

26.8

7

R/

W LIN

E

EA

SE

ME

NT

R/

W LIN

E

1:4 1:42

6.8

6

0.0120.015

26.31

26.2

3

R/

W LIN

E

EA

SE

ME

NT

R/

W LIN

E

0.020.02

1:4 1:4

26.2

1

25.97

26.0

2

R/

W LIN

E

EA

SE

ME

NT

R/

W LIN

E

26.0

0

0.020.0430.02

35 CROSS SECTIONS


1" = 10' VERT.

1" = 20' HORIZ.

SCALE:

00 2020 4040 6060 8080 100100 120120

24 24

28 28

32 32

36 36

212+00.00

20 20

24 24

28 28

32 32

36 36

212+50.00

20 20

24 24

28 28

32 32

36 36

213+00.00



14 0

4

6 0

4

51

0 0

2

228

144

STA. 213+00.00

BEGIN MILL & RESURFACE

END RECONSTRUCTION (RT.)

END RECONSTRUCTION (LT.)

12

194 5

1

166

1

5

44

1


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DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

A


AV V




CARDNO, INC.


JASON Y. YAM, P.E.


SHT. NO.




CIP NO.

200671

26.41

0.020.01

R/

W LIN

E

EA

SE

ME

NT

R/

W LIN

E

26.4

3

37 CROSS SECTIONS


1" = 10' VERT.

1" = 20' HORIZ.

SCALE:

00 2020 4040 6060 8080 100100 120120

20 20

24 24

28 28

32 32

36 36

40 40

215+00.00



2

0 0

1

STA. 215+20.46

END MILL & RESURFACE

END PROJECT LIMITS

1

1


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DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

A


AV V




CARDNO, INC.


JASON Y. YAM, P.E.


SHT. NO.




CIP NO.

200671

27.46

R/

W LIN

E

R/

W LIN

E

27.7

8

0.021:4

1:4

1:4

28.0

4

0.015

UTILIT

Y E

AS

EM

EN

T

26.0

5

27.0

5

28.13

R/

W LIN

E

R/

W LIN

E

27.7

9

27.6

1

0.02 0.003 UTILIT

Y E

AS

EM

EN

T

1:4 1:4

26.2

9

28.14

R/

W LIN

E

R/

W LIN

E

27.5

6

27.4

7

0.021:4

UTILIT

Y E

AS

EM

EN

T

0.014

38 CROSS SECTIONS

(GATEWAY BOULEVARD)

1" = 10' VERT.

1" = 20' HORIZ.

SCALE:

00 2020 4040 6060 8080 100100 120120

24 24

28 28

32 32

36 36

105+50.00

24 24

28 28

32 32

36 36

106+00.00

24 24

28 28

32 32

36 36

106+50.00

£ SURVEY (GATEWAY BOULEVARD)


27

5 2

9

9 2

32

11 1

22

117

165

STA. 105+19.88

BEGIN RECONSTRUCTION (RT.)

BEGIN PROJECT

STA. 105+46.40

BEGIN RECONSTRUCTION (LT.)

19

4

1 REVISED QUANTITY

1

1

76

5

1

8

108

4/16/20

TH

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DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

A


AV V




CARDNO, INC.


JASON Y. YAM, P.E.


SHT. NO.




CIP NO.

200671

27.71

R/

W LIN

E

R/

W LIN

E

27.5

0

27.5

1

1:4

UTILIT

Y E

AS

EM

EN

T

0.0161:2

0.01 0.010.014

27.99

R/

W LIN

E

1:40.01

R/

W LIN

E

1:3

27.7

8

UTILIT

Y E

AS

EM

EN

T

27.7

3

0.01 0.008

27.67

0.020.0227.5

9

27.8

3

28.1

9

27.8

3

28.1

9

0.01 0.01

28.6

1

28.6

1

COMMERCE LAKES DR

SE

E S

EC

TIO

N 210

+00.0

0

LAKES DRCOMMERCE

SE

E S

EC

TIO

N 211

+50.0

0

39 CROSS SECTIONS

(GATEWAY BOULEVARD)

1" = 10' VERT.

1" = 20' HORIZ.

SCALE:

00 2020 4040 6060 8080 100100 120120

24 24

28 28

32 32

107+00.00

24 24

28 28

32 32

107+50.00

24 24

28 28

32 32

108+00.00



10 6

54

12 4

4 19

177

185

132 192

84

1 REVISED QUANTITY

1

115

6

1

123

9

1

2

91

4/16/20

TH

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FI

CI

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OF

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DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

A


AV V




CARDNO, INC.


JASON Y. YAM, P.E.


SHT. NO.




CIP NO.

200671

27.59

27.5

9

27.8

3

28.1

9

27.8

3

28.1

9

SE

E S

EC

TIO

N 210

+00.0

0

COMMERCE LAKES DR 0.015

SE

E S

EC

TIO

N 211

+50.0

0

27.5

9

COMMERCE LAKES DR0.015

28.27

27.5

7

0.01

27.4

9

0.02

R/

W LIN

E

R/

W LIN

E

0.0140.008

1:3 1:30.016

28.06

R/

W LIN

E

R/

W LIN

E

27.2

2

0.02

27.2

2

1:6 0.016 1:6

26.7

1:4

40 CROSS SECTIONS

(GATEWAY BOULEVARD)

1" = 10' VERT.

1" = 20' HORIZ.

SCALE:

00 2020 4040 6060 8080 100100 120120

24 24

28 28

32 32

108+50.00

24 24

28 28

32 32

109+00.00

24 24

28 28

32 32

109+50.00



1

23346

22

2

35178

20

21

43 176

19

0

1

1

14

115

1

253

17

REVISED QUANTITY14/16/20

TH

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DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

A


AV V




CARDNO, INC.


JASON Y. YAM, P.E.


SHT. NO.




CIP NO.

200671

27.83

R/

W LIN

E

R/

W LIN

E

27.1

0

0.02

27.1

9

0.021:4 1:4 2

5.9

26.5

1:61:4

27.67

R/

W LIN

E

R/

W LIN

E

27.2

2

1:41:4

27.3

4

0.020.02

27.1

5

25.8 1:4

26.3

1:6

27.36

R/

W LIN

E

R/

W LIN

E

0.02

27.4

5

0.05

1:41:4 2

5.7

41 CROSS SECTIONS

(GATEWAY BOULEVARD)

1" = 10' VERT.

1" = 20' HORIZ.

SCALE:

00 2020 4040 6060 8080 100100 120120

24 24

28 28

32 32

110+00.00

20 20

24 24

28 28

32 32

110+50.00

20 20

24 24

28 28

32 32

111+00.00



16 1

17

10 0

12

97

3 1

13

313

214

STA. 110+94.60

END RECONSTRUCTION (RT.)

1

235

12

1

141

5

1

2

61


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REVISIONS

DATE DESCRIPTION

A


AV V




CARDNO, INC.


JASON Y. YAM, P.E.


SHT. NO.




CIP NO.

200671

27.13

R/

W LIN

E

R/

W LIN

E

27.6

8

0.050.008

1:31:3 2

5.6

27.14

R/

W LIN

E

R/

W LIN

E

27.7

2

0.050.004

1:3 1:3

25.5

27.23

R/

W LIN

E

R/

W LIN

E

0.05

27.5

0

0.015

1:3 25.4

1:3

42 CROSS SECTIONS

(GATEWAY BOULEVARD)

1" = 10' VERT.

1" = 20' HORIZ.

SCALE:

00 2020 4040 6060 8080 100100 120120

20 20

24 24

28 28

32 32

36 36

111+50.00

20 20

24 24

28 28

32 32

36 36

112+00.00

20 20

24 24

28 28

32 32

112+50.00



31

2 1

20

39

3 2

20

41

2 2

24STA. 111+50.00

BEGIN MILL & RESURFACE (LT.)

END RECONSTRUCTION (LT.)

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REVISIONS

DATE DESCRIPTION

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JASON Y. YAM, P.E.


SHT. NO.




CIP NO.

200671

26.99

R/

W LIN

E

R/

W LIN

E

27.3

0

0.051:4 0.027

43 CROSS SECTIONS

(GATEWAY BOULEVARD)

1" = 10' VERT.

1" = 20' HORIZ.

SCALE:

00 2020 4040 6060 8080 100100 120120

20 20

24 24

28 28

32 32

36 36

113+00.00



26

0 0

13

STA. 113+03.08

END MILL & RESURFACE (LT.)

END PROJECT

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CARDNO, INC.


JASON Y. YAM, P.E.

4/15/2020kathleen.agoado J:\CR044\CR044002.03\ms_REV1\roadway\tctyrd01.dgn10:45:54 PM

DATE DESCRIPTION

REVISIONS


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CIP NO.

200671

CONSTRUCTION PHASING NOTES

11' 11' 2'

2' 11' 11'WORK ZONE

WORK ZONE

6" WHITE6" WHITE

6" DBL YELLOW TEMP. CHANNELIZING DEVICE

TEMPORARY PAVEMENT (VARIES)

6" WHITE 6" WHITE

6" DBL YELLOWTEMP. CHANNELIZING DEVICE

0.02

1:4 OR FLATTER

2'

LANE LANE

LANE LANE

R/

W LIN

E

R/

W LIN

E

R/

W LIN

E

R/

W LIN

E

TEMPORARY TRAFFIC

CONTROL 48

PAVEMENTTEMPORARY

PAVEMENTEXISTING

PAVEMENTEXISTING

VARIES

0.02

1:4 OR FLATTER

VARIES VARIES

R/

W LIN

E

R/

W LIN

E

PHASE I COMMERCE LAKES DRIVE

PAVEMENTEXISTING

VARIES

PAVEMENTEXISTING

PAVEMENTEXISTING

12' 12'

R/

W LIN

E

R/

W LIN

E

PAVEMENTEXISTING

12'

PAVEMENTEXISTING

12'

PHASE I GATEWAY BLVD

PHASE II GATEWAY BLVD

PHASE II COMMERCE LAKES DRIVE

5. CONSTRUCT TEMPORARY PAVEMENT FOR PHASE III.

4. CONSTRUCT PROPOSED DRAINAGE AS INDICATED ON THIS PLAN SET.

EXCLUDING TRAFFIC SEPARATORS AND ROUNDABOUT.

INCLUDE LANES, SHOULDERS, CURB AND GUTTERS, SIDEWALKS,

LAKES DRIVE NORTH SIDE (WB) NEW ALIGNMENT. THIS WILL

3. CONSTRUCT GATEWAY BLVD EAST SIDE (NB) AND COMMERCE

FOR PHASE II CONSTRUCTION.

2. SHIFT TRAFFIC AND CHANNELIZING DEVICES

THESE PLANS.

INTERSECTING ROAD IN ACCORDANCE WITH

1. INSTALL SIGNING ON BOTH MAINLINE AND

NEW ALIGNMENT ALONG WITH TEMPORARY PAVEMENT.

EAST SIDE (NB) AND COMMERCE LAKES DRIVE NORTH SIDE (WB)

PHASE II - OPERATIONS ARE TO CONSTRUCT GATEWAY BLVD

0.02

3. CONSTRUCT TEMPORARY PAVEMENT FOR PHASE II.

FOR PHASE I CONSTRUCTION.

2. SHIFT TRAFFIC AND CHANNELIZING DEVICES

THESE PLANS.

INTERSECTING ROAD IN ACCORDANCE WITH

1. INSTALL SIGNING ON BOTH MAINLINE AND

PAVEMENT FOR PHASE II.

PHASE I - OPERATIONS ARE TO INSTALL TEMPORARY

WORK ZONE

MESSAGE #2 TO BEGIN XX/XX/XX

MESSAGE #1 ROAD CONST.

EACH LEG OF THE INTERSECTION.

CONSTRUCTION START DATE. THE PCMS WILL BE LOCATED AT AN APPROPRIATE DISTANCE IN ADVANCE OF

FOR A PERIOD OF TWO WEEKS PRIOR TO THE START OF CONSTRUCTION NOTIFYING THE PUBLIC OF THE

9.THE CONTRACTOR SHALL PROVIDE AND MAINTAIN FOUR PORTABLE CHANGEABLE MESSAGE SIGNS (PCMS)

MAINTENANCE OF TRAFFIC SCHEME.

8.THE SEQUENCE OF CONSTRUCTION AND METHODS DESCRIBED IN THIS PLAN SET IS A SUGGESTED

TEMPORARY PAVEMENT SHALL BE INCLUDED IN THE LUMP SUM PRICE FOR MAINTENANCE OF TRAFFIC.

BASE GROUP 4 OVER A COMPACTED SUBGRADE. THE COST OF THIS SERVICE AND THE MAINTENANCE OF THE

7.TEMPORARY PAVEMENT SHALL CONSIST OF 1" STRUCTURAL COURSE TYPE SP (TRAFFIC C) OVER OPTIONAL

PRICE FOR MAINTENANCE OF TRAFFIC.

SERVICE AND THE MAINTENANCE OF THE TEMPORARY PAVEMENT SHALL BE INCLUDED IN THE LUMP SUM

IMPROVEMENT, OR MODIFICATION TO THE TRAFFIC CONTROL PLAN AND/OR DEVICES. THE COST OF THIS

SPECIFICATIONS UPON NOTIFICATION BY THE ENGINEER OF ANY REQUESTS FOR CORRECTION,

DELAY. THE CONTRACTOR SHALL ALSO RESPOND WITHIN THE CONSTRAINTS OUTLINED IN THE STANDARD

THE CONTRACTOR SHALL RESPOND AND PROVIDE ADJUSTMENTS AS DIRECTED BY THE ENGINEER WITHOUT

THE ENGINEER TO RESTRICT OR REMOVE LANE CLOSURE OR CHANNELIZATION. UNDER THESE CONDITIONS,

6.TRAFFIC CONDITIONS, ACCIDENTS AND OTHER UNFORESEEN EMERGENCY CONDITIONS MAY REQUIRE

SPECIFICATIONS AND THE FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS.

DEVICES (E.G. BARRICADES, SIGNS, ARROW PANELS, ETC.) AS OUTLINED IN THE FDOT STANDARD

SITE TRAFFIC SUPERVISOR FOR THE INSTALLATION, MAINTENANCE, AND REMOVAL OF TRAFFIC CONTROL

5.DURING PERIODS OF LANE CLOSURES, THE CONTRACTOR SHALL PROVIDE AN FDOT CERTIFIED WORK

DURATION OF THE PROJECT, UNLESS PREVIOUSLY APPROVED BY THE COUNTY.

4.ACCESS SHALL BE CONTINUOUSLY MAINTAINED AT ALL SIDE STREETS AND DRIVEWAYS FOR THE

THROUGHOUT ALL PHASES OF CONSTRUCTION, INCLUDING DELIVERIES AND DROP-OFFS IN WORK ZONES.

3.THE CONTRACTOR SHALL PROVIDE FOR THE SAFE MOVEMENT OF PEDESTRIANS AND VEHICLES

PAY ITEM FOR MAINTENANCE OF TRAFFIC, UNLESS A SEPARATE PAY ITEM IS PROVIDED.

2.THE COST OF MAINTENANCE OF TRAFFIC OPERATIONS SHALL BE INCLUDED UNDER THE LUMP SUM

1.REGULATORY SPEED ALONG GATEWAY BLVD AND COMMERCE LAKE DR IS 35 MPH.

MOT GENERAL NOTES

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ADDED MOT GENERAL NOTES4/16/20




CARDNO, INC.


JASON Y. YAM, P.E.

4/15/2020kathleen.agoado J:\CR044\CR044002.03\ms_REV1\roadway\SUMQRD01.DGN10:48:10 PM

DATE DESCRIPTION

REVISIONS


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THERE SHALL BE NO REVISION TO THE EARTHWORK QUANTITIES FOR WHICH PAYMENT IS MADE BY PLAN QUANTITY.

EARTHWORK HAS BEEN CALCULATED USING THE ASPHALT BASE OPTION. IF ANOTHER OPTION IS CONSTRUCTED,

SQ-4 SUMMARY OF QUANTITIES

SUMMARY OF PAVEMENT

NO.

PAY ITEMPAY ITEM DESCRIPTION

LOCATION

SIDEID

AREAUNIT

QUANTITY TOTAL

NOTES

DESIGN

REMARKS

CONSTRUCTION

STA. TO STA. DESCRIPTIONP F P F

0160 4 TYPE B STABILIZATION 105+19.88 TO 113+03.08 GATEWAY & INTERSECTION LT/RT 44233 SY 5181 7556

107+71.36 TO 108+56.72 TRUCK APRON LT/RT 34881 403

205+99.27 TO 206+36.82(WEST)

COMMERCE MEDIAN WIDENINGRT 35052 28

207+64.64 TO 210+08.25 COMMERCE LAKES DR (WEST) RT 35439 383

205+05.57 TO 210+23.31 COMMERCE LAKES DR (WEST) LT 44349 687

211+49.88 TO 213+46.29 COMMERCE LAKES DR (EAST) LT/RT 44377 820

214+41.70 TO 215+20.46 COMMERCE WIDENING (EAST) LT 35058 53.77

285 709 OPTIONAL BASE, BASE GROUP 09 105+19.88 TO 113+03.08 GATEWAY & INTERSECTION LT/RT 44664 SY 4455 5996

205+99.27 TO 206+36.82(WEST)

COMMERCE MEDIAN WIDENINGRT 44521 17

207+64.64 TO 210+08.25 COMMERCE LAKES DR (WEST) RT 35339 287

208+05.57 TO 210+23.74 COMMERCE LAKES DR (WEST) LT 44438 567

211+50.46 TO 213+46.29 COMMERCE LAKES DR (EAST) LT/RT 44462 636

214+41.70 TO 215+20.46 COMMERCE WIDENING (EAST) LT 44510 34

0327 70 1 MILLING EXIST ASPH PAVT, 1" AVG DEPTH 111+50.00 TO 113+03.08 SOUTHBOUND GATEWAY BLVD LT 45807 SY 374 5250

198+39.38 TO 205+79.74 EASTBOUND COMMERCE LAKES DR RT 45790 2407 FOR S&PM MERGE

205+79.38 TO 208+05.57 W. COMMERCE LAKES DR LT/RT 45766 1501

213+00.00 TO 215+20.46 E. COMMERCE LAKES DR LT/RT 45751 969

334 1 13LEVEL C, , FC-12.5 (2.5")

SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC105+19.88 TO 113+03.08 GATEWAY & INTERSECTION LT/RT 45596 TN 608.2 1185.9

205+99.27 TO 206+36.82(WEST)

COMMERCE MEDIAN WIDENINGRT 45295 2.4

207+64.64 TO 210+08.25 COMMERCE LAKES DR (WEST) RT 35595 39.5

208+05.57 TO 210+23.74 COMMERCE LAKES DR (WEST) LT 45571 78.0

211+50.46 TO 213+46.29 COMMERCE LAKES DR (EAST) LT/RT 45519 87.5

214+41.70 TO 215+20.46 COMMERCE WIDENING (EAST) LT 45560 4.6

111+50.00 TO 113+03.08 SOUTHBOUND GATEWAY BLVD LT 7.6 OVERBUILD

205+79.38 TO 209+50.52 W. COMMERCE LAKES DR LT/RT 148.4 OVERBUILD

213+00.00 TO 215+20.46 E. COMMERCE LAKES DR LT/RT 59.9 OVERBUILD

337 7 82TRAFFIC LEVEL C, FC-9.5, PG 76-22 (1")

ASPHALTIC CONCRETE FRICTION COURSE,105+19.88 TO 113+03.08 GATEWAY & INTERSECTION LT/RT 48143 TN 262.9 815.6

198+39.38 TO 205+79.74 EASTBOUND COMMERCE LAKES DR RT 35743 132.4 FOR S&PM MERGE

205+79.38 TO 210+23.74 W. COMMERCE LAKES DR LT/RT 48229 130.3

211+50.46 TO 215+20.46 E. COMMERCE LAKES DR LT/RT 48274 90.0

350 30 1312" DEPTH

CONCRETE PAVEMENT FOR ROUNDABOUT APRON,107+70.36 TO 108+57.69 TRUCK APRON LT/RT 45816 SY 414 414

SUMMARY OF EARTHWORK

NO.

PAY ITEMPAY ITEM DESCRIPTION

CY

NOTES

DESIGN

REMARKS

CONSTRUCTION

P F

120-1 REGULAR EXCAVATION

MAINLINE GATEWAY BLVD. 1481

MAINLINE COMMERCE LAKES DR. 651

TOTAL REGULAR EXCAVATION 2132

120-6 EMBANKMENT

MAINLINE GATEWAY BLVD. 746

MAINLINE COMMERCE LAKES DR. 121

TOTAL EMBANKMENT 867

REVISED PAY ITEM NO./QUANTITY1

1

4/16/20

CONTRACT PLANS Documents...lor f no 62449 m a son y. vy j a following sheets in accordance with rule...

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