IFB_24_25_-07__2nd_Street_Streetscape_-_Bid_Plans_CPHS06227.pdf

2ND STREET

STREETSCAPE IMPROVEMENTS

CITY OF SANFORD , FL.

CPH PROJECT No. S06227

ROADWAY IMPROVEMENT PLANS

FOR

COMPONENTS OF CONTRACT PLAN SET

ROADWAY IMPROVEMENT PLANS

LANDSCAPE PLANS

SITE LIGHTING PLANS

LOCATION MAP

N.T.S.

N

N.T.S.

LIST OF REVISED DRAWINGS

REV DATE COMP. SET SHEETS

PLANS PREPARED FOR:

48 HOURS

BEFORE YOU DIG

CALL SUNSHINE ONE

1-800-432-4770 www.callsunshine.com

CPH, LLC.

500 W. FULTON STREET

SANFORD, FLORIDA 32771

PHONE 407 322-6841

FAX 407 330-0639

PLANS PREPARED BY:

www.cphcorp.com C 2024

Building Better Communities Together

500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841

CITY OF SANFORD, FL

300 NORTH PARK AVENUE

SANFORD, FL 32771-1244

PHONE: 407.688.5800

FAX: 407.688.5141

INDEX OF ROADWAY IMPROVEMENT PLANS

INDEX OF LANDSCAPE PLANS

INDEX OF ELECTRICAL PLANS

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JACKSONVILLE

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FT PIERCE

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FT LAUDERDALE

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MIAMI

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NAPLES

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TAMPA

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ORLANDO

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TALLAHASSEE

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PENSACOLA

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TURNPIKE

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BEE LINE

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EXPRESSWAY

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FLORIDA S

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BARTOW

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KEY WEST

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CHIPLEY

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DELAND

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LAKE CITY

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PROJECT LOCATION

AutoCAD SHX Text GOVERNING DESIGN STANDARDS: FLORIDA DEPARTMENT OF TRANSPORTATION, FY2024-25 STANDARD FY2024-25 STANDARD STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION AND APPLICABLE INTERIM REVISIONS (IRS). STANDARD PLANS FOR ROAD CONSTRUCTION AND ASSOCIATED IRS ARE AVAILABLE AT THE FOLLOWING WEBSITE: http://www.fdot.gov/design/standardplans APPLICABLE IRS: NONE NONE GOVERNING STANDARD SPECIFICATIONS: FLORIDA DEPARTMENT OF TRANSPORTATION, JULY 2024 STANDARD JULY 2024 STANDARD STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AT THE FOLLOWING WEBSITE: http://www.fdot.gov/programmanagement/Implemented/SpecBooks ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS MAY HAVE BEEN REDUCED IN SIZE BY REPRODUCTION. THIS MUST BE CONSIDERED WHEN OBTAINING SCALED DATA. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH LATEST AMERICANS WITH DISABILITIES ACT (A.D.A.) STANDARDS FOR ACCESSIBLE DESIGN.

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TO WINTER GARDEN

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TO SR-415

AutoCAD SHX Text TO DeBary

AutoCAD SHX Text BEGIN PROJECT BEGIN CONSTRUCTION - 2ND ST STA. 100+51.95 - CONST.100+51.95 - CONST. - CONST.CONST.

AutoCAD SHX Text END PROJECT END CONSTRUCTION - 2ND ST STA. 113+61.99 - CONST.113+61.99 - CONST. - CONST.CONST.

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REVISIONS

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DATE

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DESCRIPTION

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SHEET NO.

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ROADWAY PLANS ENGINEER OF RECORD:

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SHOP DRAWINGS (FOR THIS COMPONENT SET) TO BE SUBMITTED TO:

AutoCAD SHX Text Bid Plans December 4th, 2024

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PROJECT LENGTH

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LENGTH OF PROJECT

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MILES

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LINEAR FEET

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NET LENGTH OF PROJECT

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GROSS LENGTH OF PROJECT

AutoCAD SHX Text 1,310.04

AutoCAD SHX Text 0.248

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AutoCAD SHX Text MATTHEW C. CUSHMAN, P.E. FL P.E. No. 73150

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TO MOUNT DORA

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LAKE MONROE

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CELERY AVE.

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W. SEMINOLE BLVD.

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FRENCH AVE.

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W. 1ST ST

AutoCAD SHX Text SHEET NO. DESCRIPTION DESCRIPTION 1 COVER SHEET COVER SHEET 2 SIGNATURE SHEET SIGNATURE SHEET 3 SUMMARY OF PAY ITEMS SUMMARY OF PAY ITEMS 4 TYPICAL SECTIONS TYPICAL SECTIONS 5 PROJECT LAYOUT PROJECT LAYOUT 6 to 7 GENERAL NOTES GENERAL NOTES 8 to 9 DEMO SHEETS DEMO SHEETS 10 to 14 PLAN & PROFILE SHEETS PLAN & PROFILE SHEETS 15 to 16 GENERAL DETAILS GENERAL DETAILS 17 UTILITY ADJUSTMENT DETAILS UTILITY ADJUSTMENT DETAILS 18 to 22 CROSS SECTIONS CROSS SECTIONS 23 to 24 S.W.P.P. PLAN NOTES S.W.P.P. PLAN NOTES 25 to 26 S.W.P.P. PLANS S.W.P.P. PLANS S-1 SIGNING & PAVEMENT MARKING PLAN NOTES SIGNING & PAVEMENT MARKING PLAN NOTES S-2 to S-3 SIGNING & PAVEMENT MARKING PLANS SIGNING & PAVEMENT MARKING PLANS TCP-1 TRAFFIC CONTROL PLAN GENERAL NOTES TRAFFIC CONTROL PLAN GENERAL NOTES SHEET NO. DESCRIPTION DESCRIPTION L-1 to L-6 LANDSCAPE PLAN SHEETS LANDSCAPE PLAN SHEETS L-7 LANDSCAPE PLANT LIST LANDSCAPE PLANT LIST L-8 LANDSCAPE DETAILS LANDSCAPE DETAILS L-9 LANDSCAPE NOTES LANDSCAPE NOTES L-10 SIDEWALK DETAIL SIDEWALK DETAIL SHEET NO. DESCRIPTION DESCRIPTION E-0 ELECTRICAL NOTES, LEGEND AND ABBREVIATIONS ELECTRICAL NOTES, LEGEND AND ABBREVIATIONS E-1A to E-1C ELECTRICAL DEMOLITION PLANS ELECTRICAL DEMOLITION PLANS E-2 to E-4 SIGHT LIGHTING & POWER PLANS SIGHT LIGHTING & POWER PLANS E-5 FESTOON LIGHTING PLAN FESTOON LIGHTING PLAN E-6 PHOTOMETRIC PLAN PHOTOMETRIC PLAN E-7 to E-10 ELECTRICAL DETAILSELECTRICAL DETAILS

THE ABOVE NAMED PROFESSIONAL ENGINEER IS RESPONSIBLE FOR THE FOLLOWING

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

Sheet No.ByNo. Date

ByNo. Date Revision Revision

8 C 2024 Job No.

Date:

Checked by:

Designed by:

Drawn by:

City of Sanford, Seminole County, Florida

CJT / AM

WDO / NAD

MCC

12/04/2024 S06227

500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841

Plans Prepared By:

www.cphcorp.com

Building Better Communities Together 2nd Street

Streetscape Improvements

THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS.

B

ID

S E

T

This item has been electronically signed and sealed by Matthew C. Cushman, PE on

2024-11-12 using a digital signature.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

THE ABOVE NAMED PROFESSIONAL ENGINEER IS RESPONSIBLE FOR THE FOLLOWING

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

THE ABOVE NAMED REGISTERED LANDSCAPE ARCHITECT IS RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G10-11.011, F.A.C.

2Signature Sheet

DANITA R. BRYANT, PLA., STATE OF FLORIDA,

LANDSCAPE ARCHITECT, LICENSE No. LA6667318

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY

DANITA R. BRYANT, PLA. ON THE DATE INDICATED HERE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE SIGNATURE

MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

CPH CONSULTING, LLC

500 W. FULTON ST.

SANFORD, FL 32771

GREGORY D. TAYLOR, P.E., STATE OF FLORIDA,

PROFESSIONAL ENGINEER, LICENSE No. 77811

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY

GREGORY D. TAYLOR, P.E. ON THE DATE INDICATED HERE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE SIGNATURE

MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

CPH CONSULTING, LLC

500 W. FULTON ST.

SANFORD, FL 32771

AutoCAD SHX Text CPH, LLC A Full Service A & E Firm

AutoCAD SHX Text SHEET NO. DESCRIPTION DESCRIPTION 1 COVER SHEET COVER SHEET 3 SUMMARY OF PAY ITEMS SUMMARY OF PAY ITEMS 4 TYPICAL SECTIONS TYPICAL SECTIONS 5 PROJECT LAYOUT PROJECT LAYOUT 6 to 7 GENERAL NOTES GENERAL NOTES 8 to 9 DEMO SHEETS DEMO SHEETS 10 to 14 PLAN & PROFILE SHEETS PLAN & PROFILE SHEETS 15 to 16 GENERAL DETAILS GENERAL DETAILS 17 UTILITY ADJUSTMENT DETAILS UTILITY ADJUSTMENT DETAILS 18 to 22 CROSS SECTIONS CROSS SECTIONS 23 to 24 S.W.P.P. PLAN NOTES S.W.P.P. PLAN NOTES 25 to 26 S.W.P.P. PLANS S.W.P.P. PLANS S-1 SIGNING & PAVEMENT MARKING PLAN NOTES SIGNING & PAVEMENT MARKING PLAN NOTES S-2 to S-3 SIGNING & PAVEMENT MARKING PLANS SIGNING & PAVEMENT MARKING PLANS TCP-1 TRAFFIC CONTROL PLAN GENERAL NOTESTRAFFIC CONTROL PLAN GENERAL NOTES

AutoCAD SHX Text SHEET NO. DESCRIPTION DESCRIPTION L-1 to L-6 LANDSCAPE PLAN SHEETS LANDSCAPE PLAN SHEETS L-7 LANDSCAPE PLANT LIST LANDSCAPE PLANT LIST L-8 LANDSCAPE DETAILS LANDSCAPE DETAILS L-9 LANDSCAPE NOTES LANDSCAPE NOTES L-10 SIDEWALK DETAILSIDEWALK DETAIL

SHEET NO. DESCRIPTION DESCRIPTION E-0 ELECTRICAL NOTES, LEGEND AND ABBREVIATIONS ELECTRICAL NOTES, LEGEND AND ABBREVIATIONS E-1A to E-1C ELECTRICAL DEMOLITION PLANS ELECTRICAL DEMOLITION PLANS E-2 to E-4 SIGHT LIGHTING & POWER PLANS SIGHT LIGHTING & POWER PLANS E-5 FESTOON LIGHTING PLAN FESTOON LIGHTING PLAN E-6 PHOTOMETRIC PLAN PHOTOMETRIC PLAN E-7 to E-10 ELECTRICAL DETAILSELECTRICAL DETAILS

Sheet No.ByNo. Date

ByNo. Date Revision Revision

8 C 2024 Job No.

Date:

Checked by:

Designed by:

Drawn by:

City of Sanford, Seminole County, Florida

CJT / AM

WDO / NAD

MCC

12/04/2024 S06227

500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841

Plans Prepared By:

www.cphcorp.com

Building Better Communities Together

MATTHEW C. CUSHMAN, P.E.

FL P.E. No. 73150

2nd Street Streetscape Improvements

THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS.

B

ID

S E

T

This item has been electronically signed and sealed by Matthew C. Cushman, PE on

2024-11-12 using a digital signature.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

SUMMARY OF PAY ITEMS

2ND ST. STREETSCAPE IMPROVEMENTS PROJECT

P.I. LINE

NO. FDOT PAY ITEM NO. PAY ITEM DESCRIPTION UNIT

QUANTITY

PLAN FINAL

1 101 1 MOBILIZATION (INCLUDES BONDS & INSURANCE, PROJECT SIGNS) LS 1

DEMOBILIZATION, CLEANUP, RECORD DRAWINGS, PROJECT CLOSEOUT (INCLUDES MATERIAL &

WORKMANSHIP BOND) LS 1

3 PRE-CONSTRUCTION VIDEO LS 1

4 102 1 MAINTENANCE OF TRAFFIC LS 1

5 104 18 EROSION CONTROL LS 1

6 104 18 INLET PROTECTION SYSTEM EA 22

7 110 1 1 CLEARING & GRUBBING AC 1.1148

8 110 4 10 REMOVAL OF EXISTING CONCRETE SY 3,716

9 120 1 REGULAR EXCAVATION CY 783

10 120 6 EMBANKMENT CY 40

11 160 4 TYPE B STABILIZATION SY 8,266

12 285 704 OPTIONAL BASE GROUP 04 RECYCLED CONC. AGGREGATE LBR 150 (6") SY 3,901

13 285 709 OPTIONAL BASE GROUP 09 RECYCLED CONC. AGGREGATE LBR 150 (10") SY 3,449

14 350 3 5 PLAIN CEMENT CONCRETE PAVEMENT, 8" SY 1,066

15 425 4 INLET, ADJUST EA 16

16 425 5 MANHOLE, ADJUST EA 19

17 425 6 VALVE, ADJUST EA 13

18 425 6 1 METER BOXES, ADJUST EA 23

19 520 1 10 CONCRETE CURB & GUTTER, TYPE F LF 3,161

20 520 2 5 CONCRETE CURB, RIBBON LF 1,440

21 522 1 CONCRETE, SIDEWALK, 4" THICK SY 1,984

22 522 2 CONCRETE, DRIVEWAYS/RAMPS, 6" THICK SY 851

23 526 1 1 PAVERS, ARCHITECTURAL, ROADWAY., F&I (MARKING PAVERS) SY 92

24 526 1 101 PAVERS, ARCHITECTURAL, REMOVE EXISTING AND REINSTALL SY 3,357

25 526 1 2 PAVERS, ARCHITECTURAL, SIDEWALK SY 165

26 527 2 DETECTABLE WARNINGS SF 419

27 570 1 2 PERFORMANCE TURF, SOD SY 847

28 580 1 1 LANDSCAPE COMPLETE- SMALL PLANTS LS 1

29 580 1 2 LANDSCAPE COMPLETE- LARGE PLANTS LS 1

30 700 1 50 SINGLE POST SIGN, RELOCATE AS 6

31 711 15 101 THERMOPLASTIC, STD - OP, WHITE, SOLID, 6" LF 140

32 ELECTRICAL DEMOLITION LS 1

33 CONDUIT & CONDUCTORS, F&I LS 1

34 EVENT RECEPTACLES, 50-AMP, F&I EA 28

35 635 2 11 PULL & SPLICE BOX, F&I, 13" x 24" COVER SIZE EA 44

36 635 2 11 PULL & SPLICE BOX, F&I, 18" x 30" COVER SIZE EA 6

37 639 1 121 ELECTRICAL POWER SERVICE, F&I, U.G., METER FURNISHED BY POWER COMPANY AS 1

38 715 4 2 LIGHT POLE COMPLETE, F&I, DIRECT BURY, CONCRETE, 15' HT. EA 24

39 715 7 11 LOAD CENTER, F&I, SECONDARY VOLTAGE EA 1

40 715 7 21 LOAD CENTER, REWORK, SECONDARY VOLTAGE EA 2

3Summary Of Pay Items

AutoCAD SHX Text CPH, LLC A Full Service A & E Firm

PAY ITEM NOTES 102-1 - MAINTENANCE OF TRAFFIC: INCLUDES ALL ITEMS AND LABOR NECESSARY FOR THE IMPLEMENTATION OF THE TRAFFIC CONTROL PLANS DESIGNED BY THE CONTRACTOR AND APPROVED BY THE CITY OF SANFORD. THE CONTRACTOR SHALL NOTIFY SURROUNDING RESIDENCES AND BUSINESS OF THE CONSTRUCTION BY FLYER APPROVED BY THE CITY. 110-1-1 - CLEARING & GRUBBING: ALL TREE REMOVALS/TRIMMING (AS APPROVED BY THE CITY) AND ASSOCIATED COSTS SHALL BE INCIDENTAL TO THIS PAY ITEM. INCLUDES THE COST OF IRRIGATION LINES DAMAGED DURING CONSTRUCTION WHICH ARE TO BE CAPPED IMMEDIATELY AND REPORTED TO THE CITY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR AND/OR REPLACE ALL DAMAGED IRRIGATION COMPONENTS TO THE PRE-CONSTRUCTION CONDITION AT CONTRACTOR EXPENSE PRIOR TO COMPLETION OF THE PROJECT. INCLUDES COSTS FOR THE RECLAMATION OF EXISTING ROADWAY PAVERS INCLUDING CLEANING, PALLETIZATION AND TEMPORARY STORAGE OF PAVERS. ALL PALLETIZED PAVERS REMAINING UNUSED AFTER CONSTRUCTION IS COMPLETE, ARE TO BE DELIVERED TO THE CITY OF SANFORD. 520-1-10 - CONCRETE CURB & GUTTER, TYPE F: DROP CURB FOR DRIVEWAYS & PEDESTRIAN RAMPS SHALL BE COMPENSATED UNDER STANDARD TYPE F CURB & GUTTER PAY ITEM. 522-1&2 - CONCRETE, SIDEWALK AND TRAIL 4" & 6" THICK: 6" VARIABLE HEIGHT TRANSITION CURB WITHIN PEDESTRIAN RAMPS SHALL BE INCIDENTAL TO THE ASSOCIATED CONCRETE PAY ITEM (4" OR 6"). ONLY THE 6" RIBBON CURB WITHIN THE THE LANDSCAPE ISLANDS SHALL BE PAID SEPARATELY, AND ONLY AS IDENTIFIED WITHIN THE PLANS. THICKENED EDGE SIDEWALK AS NOTED IN THE PLANS SHALL BE INCIDENTAL TO THE SQUARE YARD COST OF THE ADJACENT CONCRETE SIDEWALK/DRIVEWAY 526-1-XX - ALL PAVER PAY ITEMS CONTRACTOR SHALL USE POLYMER BINDER OR ADD PORTLAND CEMENT MIX TO SAND BETWEEN PAVERS. PAY ITEM UNIT COSTS SHALL BE INCLUSIVE OF ALL MATERIALS, LABOR, COMPACTION, OR OTHERWISE TO PROVIDE A COMPLETE BRICK PAVER SECTION IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 570-1-2 - PERFORMANCE TURF, SOD: THIS PAY ITEM SHALL BE PAID ONLY FOR IN-PLACE SOD INSTALLED, INSPECTED AND ACCEPTED BY THE CITY. QUANTITY REFLECTED HEREIN DOES NOT INCLUDE AN OFFSET FOR PROPOSED LANDSCAPING MATERIAL WHICH SHALL SUPERCEDE THIS PAY ITEM. 711-1X-XXX - THERMOPLASTIC (ALL): ALL THERMOPLASTIC INSTALLED ON CONCRETE PAVEMENT SHALL INCLUDE CONTRAST BORDERS. ASSOCIATED COST SHALL BE INCIDENTAL TO THE THERMOPLASTIC PAY ITEM.

Typical Section 2 - Second St.

Sta. 104+44.18 - 113+61.99

Typical Section 1 - Second St.

Sta. 100+51.95 - 104+44.18

NOTE:

THESE TYPICAL SECTIONS PROVIDE BASIC GEOMETRY FOR

RANGES OF THE PROPOSED WORK. CROSS SLOPES SHOWN ARE

RELATIVE TO THE DEPICTED LINE WORK ON THIS SHEET AND

WILL VARY BY STATION. CONTRACTOR IS TO CONST. PROP.

IMPROVEMENTS IN ACCORDANCE WITH/TO ALL PROVIDED PLANS

& PROFILES, CROSS SECTIONS, DETAIL SHEETS, ETC.

BRICK REHABILITATION (ROADWAY)

2-3/8" RECLAIMED ROADWAY BRICK PAVERS

POLYMER BINDER OR ADD PORTLAND CEMENT MIX TO SAND BETWEEN PAVERS

1" CONCRETE FINES

10" SOIL CEMENT BASE COMPACTED TO A MINIMUM DENSITY OF 98" MODIFIED

PROCTOR DRY DENSITY (AASHTO T-134)

12" STABILIZED SUBGRADE (LBR 40) COMPACTED TO A MINIMUM DENSITY OF 98%

OF MODIFIED PROCTOR DRY DENSITY (AASHTO T-180)

8" THICK CONCRETE (PARKING)

8" CONCRETE PAVEMENT (CLASS 1 - 4,000 PSI MIN.)

6" RECYCLED CONCRETE AGGREGATE (LBR 150)

12" STABILIZED SUBGRADE (LBR 40) COMPACTED TO A MINIMUM

DENSITY OF 98% OF MODIFIED PROCTOR DRY DENSITY (AASHTO T-180)

ROADWAY BRICK

SPECIFICATIONS

TYPE: OLD BARCELONA CLAY BRICK

COLOR: 50% CRIMSON AND 50% ANTIQUE

FINISH: 4" x 8" x 2-3/8"

SOURCE: BRICK AMERICA - (813) 299-2327

CROSSWALK BRICK

SPECIFICATIONS

TYPE: OLD BARCELONA CLAY BRICK

COLOR: 100% ANTIQUE

FINISH: 4" x 8" x 2-3/8" UNTUMBLED

SOURCE: BRICK AMERICA - (813) 299-2327

UTILITY PAVER

SPECIFICATIONS

TYPE: CITY-SQUARE CONCRETE PAVER

COLOR: 75% NATURAL GRAY AND 25% CHARCOAL

FINISH: 8" x 8" x 2-3/8" COLOR INTEGRAL

SOURCE: PAVER SYSTEM - (407) 859-9117

ROADWAY MARKING CONCRETE PAVER

SPECIFICATIONS

TYPE: HOLLAND - STONE CONCRETE PAVER

COLOR: NATURAL GRAY

FINISH: 4" x 8" x 2-3/8" COLOR INTEGRAL

SOURCE: PAVER SYSTEMS - (407) 859-9117

BRICK PAVERS (UTILITY STRIP)

2-3/8" CONCRETE PAVERS

POLYMER BINDER OR ADD PORTLAND CEMENT MIX TO SAND BETWEEN PAVERS

1" CONCRETE FINES

6" STABILIZED (LBR 40) SUBGRADE COMPACTED TO A MIN. 95% MODIFIED

PROCTOR DRY DENSITY (AASHTO T-180) OR 6" RECYCLED CONC. AGGREGATE

(LBR 150)

4" THICK CONCRETE (SIDEWALK)

4" CONCRETE PAVEMENT (N.S. - 3000 PSI MIN.)

2" CLEAN SAND BED

6" RECYCLED CONCRETE AGGREGATE (LBR 150)

12" STABILIZED SUBGRADE (LBR 40) COMPACTED TO A MINIMUM

DENSITY OF 98% OF MODIFIED PROCTOR DRY DENSITY (AASHTO T-180)

8" THICK CONCRETE (CROSSWALK)

8" CONCRETE PAVEMENT (CLASS 1 - 4000 PSI MIN.)WITH 12" THICK

THICKENED EDGE ON ALL EDGES

6" RECYCLED CONCRETE AGGREGATE (LBR 150)

12" STABILIZED SUBGRADE (LBR 40) COMPACTED TO A MINIMUM

DENSITY OF 98% OF MODIFIED PROCTOR DRY DENSITY (AASHTO T-180)

6" THICK CONCRETE (DRIVEWAYS & CURB RAMPS)

6" CONCRETE PAVEMENT (CLASS I - 4,000 PSI MIN.)

6" RECYCLED CONCRETE AGGREGATE (LBR 150)

12" STABILIZED SUBGRADE (LBR 40) COMPACTED TO A MINIMUM

DENSITY OF 98% OF MODIFIED PROCTOR DRY DENSITY (AASHTO T-180)

Sheet No.ByNo. Date

ByNo. Date Revision Revision

8 C 2024 Job No.

Date:

Checked by:

Designed by:

Drawn by:

City of Sanford, Seminole County, Florida

CJT / AM

WDO / NAD

MCC

12/04/2024 S06227

500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841

Plans Prepared By:

www.cphcorp.com

Building Better Communities Together

MATTHEW C. CUSHMAN, P.E.

FL P.E. No. 73150

2nd Street Streetscape Improvements

THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS.

B

ID

S E

T

This item has been electronically signed and sealed by Matthew C. Cushman, PE on

2024-11-12 using a digital signature.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

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CPH, LLC A Full Service A & E Firm

W. FULTON ST.

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E. 2ND ST.100 105 110 114

PI: 100+90.98

PI: 104+21.14

PI: 107+24.80

PI: 107+51.10

PI: 110+81.08

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Sheet No.ByNo. Date

ByNo. Date Revision Revision

8 C 2024 Job No.

Date:

Checked by:

Designed by:

Drawn by:

City of Sanford, Seminole County, Florida

CJT / AM

WDO / NAD

MCC

12/04/2024 S06227

500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841

Plans Prepared By:

www.cphcorp.com

Building Better Communities Together

MATTHEW C. CUSHMAN, P.E.

FL P.E. No. 73150

2nd Street Streetscape Improvements

THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS.

B

ID

S E

T

This item has been electronically signed and sealed by Matthew C. Cushman, PE on

2024-11-12 using a digital signature.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

Project Layout 5

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

NOTES: 1. BENCHMARK DATUM IS N.A.V.D. 1988 (NAVD 88).N.A.V.D. 1988 (NAVD 88)..

AutoCAD SHX Text BEGIN PROJECT BEGIN CONSTRUCTION STA. 100+51.95 - CONST.100+51.95 - CONST. - CONST. CONST.

AutoCAD SHX Text END PROJECT END CONSTRUCTION STA. 113+61.99 - CONST.113+61.99 - CONST. - CONST.CONST.

AutoCAD SHX Text SITE BENCH MARKS No. 501 - STA. 103+17.97, 72.44' LT CONST. STA. 103+17.97, 72.44' LT CONST. CONST. ELEV. 19.48' TOP OF MAG NAIL & DISK WITH "BM" LB #7143 NORTHING: 1627579.90 EASTING: 569978.41 No. 502 - STA. 105+56.04, 25.60' RT CONST. STA. 105+56.04, 25.60' RT CONST. CONST. ELEV. 18.50' TOP OF MAG NAIL & DISK WITH "BM" LB #7143 NORTHING: 1627614.39 EASTING: 570153.54 No. 504 - STA. 105+56.04, 25.60' RT CONST. STA. 105+56.04, 25.60' RT CONST. CONST. ELEV. 16.82' TOP OF MAG NAIL & DISK WITH "BM" LB #7143 NORTHING: 1627614.22 EASTING: 570473.43 No. 506 - STA. 105+56.04, 25.60' RT CONST. STA. 105+56.04, 25.60' RT CONST. CONST. ELEV. 15.34' TOP OF MAG NAIL & DISK WITH "BM" LB #7143 NORTHING: 1627583.76 EASTING: 570811.01 No. 507 - STA. 105+56.04, 25.60' RT CONST. STA. 105+56.04, 25.60' RT CONST. CONST. ELEV. 15.03' TOP OF MAG NAIL & DISK WITH "BM" LB #7143 NORTHING: 1627616.93 EASTING: 570971.01 No. 509 - STA. 105+56.04, 25.60' RT CONST. STA. 105+56.04, 25.60' RT CONST. CONST. ELEV, 14.58' TOP OF MAG NAIL & DISK WITH "BM" LB #7143 NORTHING: 1627595.52 EASTING: 571343.89

AutoCAD SHX Text Line Table: Alignments

AutoCAD SHX Text Line #

AutoCAD SHX Text L100

AutoCAD SHX Text L101

AutoCAD SHX Text L102

AutoCAD SHX Text L103

AutoCAD SHX Text L104

AutoCAD SHX Text L105

AutoCAD SHX Text Length

AutoCAD SHX Text 90.979

AutoCAD SHX Text 330.165

AutoCAD SHX Text 303.655

AutoCAD SHX Text 26.296

AutoCAD SHX Text 329.983

AutoCAD SHX Text 319.095

AutoCAD SHX Text Direction

AutoCAD SHX Text N89° 44' 02.46"E

AutoCAD SHX Text N89° 44' 52.90"E

AutoCAD SHX Text N89° 44' 50.45"E

AutoCAD SHX Text N89° 43' 33.97"E

AutoCAD SHX Text N89° 45' 22.63"E

AutoCAD SHX Text N89° 44' 07.65"E

AutoCAD SHX Text Start Point

AutoCAD SHX Text (569913.8746,1627597.7336)

AutoCAD SHX Text (570004.8528,1627598.1560)

AutoCAD SHX Text (570335.0144,1627599.6079)

AutoCAD SHX Text (570638.6665,1627600.9469)

AutoCAD SHX Text (570664.9625,1627601.0726)

AutoCAD SHX Text (570994.9424,1627602.4763)

AutoCAD SHX Text End Point

AutoCAD SHX Text (570004.8528,1627598.1560)

AutoCAD SHX Text (570335.0144,1627599.6079)

AutoCAD SHX Text (570638.6665,1627600.9469)

AutoCAD SHX Text (570664.9625,1627601.0726)

AutoCAD SHX Text (570994.9424,1627602.4763)

AutoCAD SHX Text (571314.0345,1627603.9496)

AutoCAD SHX Text Start Station

AutoCAD SHX Text 100+00.00

AutoCAD SHX Text 100+90.98

AutoCAD SHX Text 104+21.14

AutoCAD SHX Text 107+24.80

AutoCAD SHX Text 107+51.10

AutoCAD SHX Text 110+81.08

AutoCAD SHX Text End Station

AutoCAD SHX Text 100+90.98

AutoCAD SHX Text 104+21.14

AutoCAD SHX Text 107+24.80

AutoCAD SHX Text 107+51.10

AutoCAD SHX Text 110+81.08

AutoCAD SHX Text 114+00.17

CPH, LLC A Full Service A & E Firm

Sheet No.ByNo. Date

ByNo. Date Revision Revision

8 C 2024 Job No.

Date:

Checked by:

Designed by:

Drawn by:

City of Sanford, Seminole County, Florida

CJT / AM

WDO / NAD

MCC

12/04/2024 S06227

500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841

Plans Prepared By:

www.cphcorp.com

Building Better Communities Together

MATTHEW C. CUSHMAN, P.E.

FL P.E. No. 73150

2nd Street Streetscape Improvements

THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS.

B

ID

S E

T

This item has been electronically signed and sealed by Matthew C. Cushman, PE on

2024-11-12 using a digital signature.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

General Notes 6

DEFINITION OF ENTITIES: 1. FOR THE PURPOSE OF THESE PLANS, THE FOLLOWING ENTITIES SHALL BE DEFINED AS: FOR THE PURPOSE OF THESE PLANS, THE FOLLOWING ENTITIES SHALL BE DEFINED AS: MAINTAINING AGENCY - THE CITY OF SANFORD OR ANY OF THE CITY'S ASSIGNEES OR AUTHORIZED AGENCY - THE CITY OF SANFORD OR ANY OF THE CITY'S ASSIGNEES OR AUTHORIZED AGENCY - THE CITY OF SANFORD OR ANY OF THE CITY'S ASSIGNEES OR AUTHORIZED - THE CITY OF SANFORD OR ANY OF THE CITY'S ASSIGNEES OR AUTHORIZED - THE CITY OF SANFORD OR ANY OF THE CITY'S ASSIGNEES OR AUTHORIZED THE CITY OF SANFORD OR ANY OF THE CITY'S ASSIGNEES OR AUTHORIZED THE CITY OF SANFORD OR ANY OF THE CITY'S ASSIGNEES OR AUTHORIZED CITY OF SANFORD OR ANY OF THE CITY'S ASSIGNEES OR AUTHORIZED CITY OF SANFORD OR ANY OF THE CITY'S ASSIGNEES OR AUTHORIZED OF SANFORD OR ANY OF THE CITY'S ASSIGNEES OR AUTHORIZED OF SANFORD OR ANY OF THE CITY'S ASSIGNEES OR AUTHORIZED SANFORD OR ANY OF THE CITY'S ASSIGNEES OR AUTHORIZED SANFORD OR ANY OF THE CITY'S ASSIGNEES OR AUTHORIZED OR ANY OF THE CITY'S ASSIGNEES OR AUTHORIZED OR ANY OF THE CITY'S ASSIGNEES OR AUTHORIZED ANY OF THE CITY'S ASSIGNEES OR AUTHORIZED ANY OF THE CITY'S ASSIGNEES OR AUTHORIZED OF THE CITY'S ASSIGNEES OR AUTHORIZED OF THE CITY'S ASSIGNEES OR AUTHORIZED THE CITY'S ASSIGNEES OR AUTHORIZED THE CITY'S ASSIGNEES OR AUTHORIZED CITY'S ASSIGNEES OR AUTHORIZED CITY'S ASSIGNEES OR AUTHORIZED ASSIGNEES OR AUTHORIZED ASSIGNEES OR AUTHORIZED OR AUTHORIZED OR AUTHORIZED AUTHORIZED AUTHORIZED REPRESENTATIVES. E.G. CITY DEPARTMENTS, INSPECTORS, ENGINEERS OR OTHER INDIVIDUALS E.G. CITY DEPARTMENTS, INSPECTORS, ENGINEERS OR OTHER INDIVIDUALS E.G. CITY DEPARTMENTS, INSPECTORS, ENGINEERS OR OTHER INDIVIDUALS CITY DEPARTMENTS, INSPECTORS, ENGINEERS OR OTHER INDIVIDUALS CITY DEPARTMENTS, INSPECTORS, ENGINEERS OR OTHER INDIVIDUALS DEPARTMENTS, INSPECTORS, ENGINEERS OR OTHER INDIVIDUALS DEPARTMENTS, INSPECTORS, ENGINEERS OR OTHER INDIVIDUALS INSPECTORS, ENGINEERS OR OTHER INDIVIDUALS INSPECTORS, ENGINEERS OR OTHER INDIVIDUALS ENGINEERS OR OTHER INDIVIDUALS ENGINEERS OR OTHER INDIVIDUALS OR OTHER INDIVIDUALS OR OTHER INDIVIDUALS OTHER INDIVIDUALS OTHER INDIVIDUALS INDIVIDUALS INDIVIDUALS AS THE CITY MAY DESIGNATE AS REPRESENTING THE CITY'S INTERESTS. ENGINEER OF RECORD - MATHEW C. CUSHMAN, P.E. CPH, LLC. - MATHEW C. CUSHMAN, P.E. CPH, LLC. MATHEW C. CUSHMAN, P.E. CPH, LLC. WATER MANAGEMENT DISTRICT - ST. JOHN'S RIVER WATER MANAGEMENT DISTRICT - ST. JOHN'S RIVER WATER MANAGEMENT DISTRICT ST. JOHN'S RIVER WATER MANAGEMENT DISTRICT CONTRACTOR - THE INDIVIDUAL, FIRM, JOINT VENTURE, OR COMPANY PERFORMING THE WORK. - THE INDIVIDUAL, FIRM, JOINT VENTURE, OR COMPANY PERFORMING THE WORK. GOVERNING DOCUMENTS: 1. THE CONTRACTOR SHALL REVIEW ALL PERMITS, PERMIT EXEMPTIONS, AND REPORT LOGS LOCATED IN THE CONTRACTOR SHALL REVIEW ALL PERMITS, PERMIT EXEMPTIONS, AND REPORT LOGS LOCATED IN CONTRACTOR SHALL REVIEW ALL PERMITS, PERMIT EXEMPTIONS, AND REPORT LOGS LOCATED IN CONTRACTOR SHALL REVIEW ALL PERMITS, PERMIT EXEMPTIONS, AND REPORT LOGS LOCATED IN SHALL REVIEW ALL PERMITS, PERMIT EXEMPTIONS, AND REPORT LOGS LOCATED IN SHALL REVIEW ALL PERMITS, PERMIT EXEMPTIONS, AND REPORT LOGS LOCATED IN REVIEW ALL PERMITS, PERMIT EXEMPTIONS, AND REPORT LOGS LOCATED IN REVIEW ALL PERMITS, PERMIT EXEMPTIONS, AND REPORT LOGS LOCATED IN ALL PERMITS, PERMIT EXEMPTIONS, AND REPORT LOGS LOCATED IN ALL PERMITS, PERMIT EXEMPTIONS, AND REPORT LOGS LOCATED IN PERMITS, PERMIT EXEMPTIONS, AND REPORT LOGS LOCATED IN PERMITS, PERMIT EXEMPTIONS, AND REPORT LOGS LOCATED IN PERMIT EXEMPTIONS, AND REPORT LOGS LOCATED IN PERMIT EXEMPTIONS, AND REPORT LOGS LOCATED IN EXEMPTIONS, AND REPORT LOGS LOCATED IN EXEMPTIONS, AND REPORT LOGS LOCATED IN AND REPORT LOGS LOCATED IN AND REPORT LOGS LOCATED IN REPORT LOGS LOCATED IN REPORT LOGS LOCATED IN LOGS LOCATED IN LOGS LOCATED IN LOCATED IN LOCATED IN IN IN THE CONTRACT DOCUMENTS PRIOR TO BIDDING ON THE PROJECT AND BECOME FAMILIAR WITH ALL OF CONTRACT DOCUMENTS PRIOR TO BIDDING ON THE PROJECT AND BECOME FAMILIAR WITH ALL OF CONTRACT DOCUMENTS PRIOR TO BIDDING ON THE PROJECT AND BECOME FAMILIAR WITH ALL OF DOCUMENTS PRIOR TO BIDDING ON THE PROJECT AND BECOME FAMILIAR WITH ALL OF DOCUMENTS PRIOR TO BIDDING ON THE PROJECT AND BECOME FAMILIAR WITH ALL OF PRIOR TO BIDDING ON THE PROJECT AND BECOME FAMILIAR WITH ALL OF PRIOR TO BIDDING ON THE PROJECT AND BECOME FAMILIAR WITH ALL OF TO BIDDING ON THE PROJECT AND BECOME FAMILIAR WITH ALL OF TO BIDDING ON THE PROJECT AND BECOME FAMILIAR WITH ALL OF BIDDING ON THE PROJECT AND BECOME FAMILIAR WITH ALL OF BIDDING ON THE PROJECT AND BECOME FAMILIAR WITH ALL OF ON THE PROJECT AND BECOME FAMILIAR WITH ALL OF ON THE PROJECT AND BECOME FAMILIAR WITH ALL OF THE PROJECT AND BECOME FAMILIAR WITH ALL OF THE PROJECT AND BECOME FAMILIAR WITH ALL OF PROJECT AND BECOME FAMILIAR WITH ALL OF PROJECT AND BECOME FAMILIAR WITH ALL OF AND BECOME FAMILIAR WITH ALL OF AND BECOME FAMILIAR WITH ALL OF BECOME FAMILIAR WITH ALL OF BECOME FAMILIAR WITH ALL OF FAMILIAR WITH ALL OF FAMILIAR WITH ALL OF WITH ALL OF WITH ALL OF ALL OF ALL OF OF OF THE CONDITIONS OF THESE DOCUMENTS. THE CONTRACTOR SHALL INSURE THAT THE CONSTRUCTION CONDITIONS OF THESE DOCUMENTS. THE CONTRACTOR SHALL INSURE THAT THE CONSTRUCTION CONDITIONS OF THESE DOCUMENTS. THE CONTRACTOR SHALL INSURE THAT THE CONSTRUCTION OF THESE DOCUMENTS. THE CONTRACTOR SHALL INSURE THAT THE CONSTRUCTION OF THESE DOCUMENTS. THE CONTRACTOR SHALL INSURE THAT THE CONSTRUCTION THESE DOCUMENTS. THE CONTRACTOR SHALL INSURE THAT THE CONSTRUCTION THESE DOCUMENTS. THE CONTRACTOR SHALL INSURE THAT THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL INSURE THAT THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL INSURE THAT THE CONSTRUCTION THE CONTRACTOR SHALL INSURE THAT THE CONSTRUCTION THE CONTRACTOR SHALL INSURE THAT THE CONSTRUCTION CONTRACTOR SHALL INSURE THAT THE CONSTRUCTION CONTRACTOR SHALL INSURE THAT THE CONSTRUCTION SHALL INSURE THAT THE CONSTRUCTION SHALL INSURE THAT THE CONSTRUCTION INSURE THAT THE CONSTRUCTION INSURE THAT THE CONSTRUCTION THAT THE CONSTRUCTION THAT THE CONSTRUCTION THE CONSTRUCTION THE CONSTRUCTION CONSTRUCTION CONSTRUCTION ACTIVITIES ARE IN COMPLIANCE WITH THESE PERMITS. 2. ALL REFERENCED GOVERNING DOCUMENTS SHALL BE UNDERSTOOD TO REFER TO THE LATEST EDITION ALL REFERENCED GOVERNING DOCUMENTS SHALL BE UNDERSTOOD TO REFER TO THE LATEST EDITION REFERENCED GOVERNING DOCUMENTS SHALL BE UNDERSTOOD TO REFER TO THE LATEST EDITION REFERENCED GOVERNING DOCUMENTS SHALL BE UNDERSTOOD TO REFER TO THE LATEST EDITION GOVERNING DOCUMENTS SHALL BE UNDERSTOOD TO REFER TO THE LATEST EDITION GOVERNING DOCUMENTS SHALL BE UNDERSTOOD TO REFER TO THE LATEST EDITION DOCUMENTS SHALL BE UNDERSTOOD TO REFER TO THE LATEST EDITION DOCUMENTS SHALL BE UNDERSTOOD TO REFER TO THE LATEST EDITION SHALL BE UNDERSTOOD TO REFER TO THE LATEST EDITION SHALL BE UNDERSTOOD TO REFER TO THE LATEST EDITION BE UNDERSTOOD TO REFER TO THE LATEST EDITION BE UNDERSTOOD TO REFER TO THE LATEST EDITION UNDERSTOOD TO REFER TO THE LATEST EDITION UNDERSTOOD TO REFER TO THE LATEST EDITION TO REFER TO THE LATEST EDITION TO REFER TO THE LATEST EDITION REFER TO THE LATEST EDITION REFER TO THE LATEST EDITION TO THE LATEST EDITION TO THE LATEST EDITION THE LATEST EDITION THE LATEST EDITION LATEST EDITION LATEST EDITION EDITION EDITION AND/OR REVISION UNLESS OTHERWISE NOTED IN THE CONTRACT DOCUMENTS OR AS IDENTIFIED ON REVISION UNLESS OTHERWISE NOTED IN THE CONTRACT DOCUMENTS OR AS IDENTIFIED ON REVISION UNLESS OTHERWISE NOTED IN THE CONTRACT DOCUMENTS OR AS IDENTIFIED ON UNLESS OTHERWISE NOTED IN THE CONTRACT DOCUMENTS OR AS IDENTIFIED ON UNLESS OTHERWISE NOTED IN THE CONTRACT DOCUMENTS OR AS IDENTIFIED ON OTHERWISE NOTED IN THE CONTRACT DOCUMENTS OR AS IDENTIFIED ON OTHERWISE NOTED IN THE CONTRACT DOCUMENTS OR AS IDENTIFIED ON NOTED IN THE CONTRACT DOCUMENTS OR AS IDENTIFIED ON NOTED IN THE CONTRACT DOCUMENTS OR AS IDENTIFIED ON IN THE CONTRACT DOCUMENTS OR AS IDENTIFIED ON IN THE CONTRACT DOCUMENTS OR AS IDENTIFIED ON THE CONTRACT DOCUMENTS OR AS IDENTIFIED ON THE CONTRACT DOCUMENTS OR AS IDENTIFIED ON CONTRACT DOCUMENTS OR AS IDENTIFIED ON CONTRACT DOCUMENTS OR AS IDENTIFIED ON DOCUMENTS OR AS IDENTIFIED ON DOCUMENTS OR AS IDENTIFIED ON OR AS IDENTIFIED ON OR AS IDENTIFIED ON AS IDENTIFIED ON AS IDENTIFIED ON IDENTIFIED ON IDENTIFIED ON ON ON THE COVER SHEET OF THIS PLAN SET. THE "CURRENT" EDITION OR REVISION OF THE REFERENCED COVER SHEET OF THIS PLAN SET. THE "CURRENT" EDITION OR REVISION OF THE REFERENCED COVER SHEET OF THIS PLAN SET. THE "CURRENT" EDITION OR REVISION OF THE REFERENCED SHEET OF THIS PLAN SET. THE "CURRENT" EDITION OR REVISION OF THE REFERENCED SHEET OF THIS PLAN SET. THE "CURRENT" EDITION OR REVISION OF THE REFERENCED OF THIS PLAN SET. THE "CURRENT" EDITION OR REVISION OF THE REFERENCED OF THIS PLAN SET. THE "CURRENT" EDITION OR REVISION OF THE REFERENCED THIS PLAN SET. THE "CURRENT" EDITION OR REVISION OF THE REFERENCED THIS PLAN SET. THE "CURRENT" EDITION OR REVISION OF THE REFERENCED PLAN SET. THE "CURRENT" EDITION OR REVISION OF THE REFERENCED PLAN SET. THE "CURRENT" EDITION OR REVISION OF THE REFERENCED SET. THE "CURRENT" EDITION OR REVISION OF THE REFERENCED SET. THE "CURRENT" EDITION OR REVISION OF THE REFERENCED THE "CURRENT" EDITION OR REVISION OF THE REFERENCED THE "CURRENT" EDITION OR REVISION OF THE REFERENCED THE "CURRENT" EDITION OR REVISION OF THE REFERENCED "CURRENT" EDITION OR REVISION OF THE REFERENCED "CURRENT" EDITION OR REVISION OF THE REFERENCED EDITION OR REVISION OF THE REFERENCED EDITION OR REVISION OF THE REFERENCED OR REVISION OF THE REFERENCED OR REVISION OF THE REFERENCED REVISION OF THE REFERENCED REVISION OF THE REFERENCED OF THE REFERENCED OF THE REFERENCED THE REFERENCED THE REFERENCED REFERENCED REFERENCED GOVERNING DOCUMENTS ON THE DATE OF BID SOLICITATION/ADVERTISEMENT SHALL BE THE DOCUMENTS ON THE DATE OF BID SOLICITATION/ADVERTISEMENT SHALL BE THE DOCUMENTS ON THE DATE OF BID SOLICITATION/ADVERTISEMENT SHALL BE THE ON THE DATE OF BID SOLICITATION/ADVERTISEMENT SHALL BE THE ON THE DATE OF BID SOLICITATION/ADVERTISEMENT SHALL BE THE THE DATE OF BID SOLICITATION/ADVERTISEMENT SHALL BE THE THE DATE OF BID SOLICITATION/ADVERTISEMENT SHALL BE THE DATE OF BID SOLICITATION/ADVERTISEMENT SHALL BE THE DATE OF BID SOLICITATION/ADVERTISEMENT SHALL BE THE OF BID SOLICITATION/ADVERTISEMENT SHALL BE THE OF BID SOLICITATION/ADVERTISEMENT SHALL BE THE BID SOLICITATION/ADVERTISEMENT SHALL BE THE BID SOLICITATION/ADVERTISEMENT SHALL BE THE SOLICITATION/ADVERTISEMENT SHALL BE THE SOLICITATION/ADVERTISEMENT SHALL BE THE SHALL BE THE SHALL BE THE BE THE BE THE THE THE DEFAULT/EARLIEST REFERENCED GOVERNING DOCUMENT UNLESS OTHERWISE NOTED. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS AS DEFINED WITHIN THE ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS AS DEFINED WITHIN THE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS AS DEFINED WITHIN THE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS AS DEFINED WITHIN THE SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS AS DEFINED WITHIN THE SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS AS DEFINED WITHIN THE BE IN ACCORDANCE WITH THE SPECIFICATIONS AS DEFINED WITHIN THE BE IN ACCORDANCE WITH THE SPECIFICATIONS AS DEFINED WITHIN THE IN ACCORDANCE WITH THE SPECIFICATIONS AS DEFINED WITHIN THE IN ACCORDANCE WITH THE SPECIFICATIONS AS DEFINED WITHIN THE ACCORDANCE WITH THE SPECIFICATIONS AS DEFINED WITHIN THE ACCORDANCE WITH THE SPECIFICATIONS AS DEFINED WITHIN THE WITH THE SPECIFICATIONS AS DEFINED WITHIN THE WITH THE SPECIFICATIONS AS DEFINED WITHIN THE THE SPECIFICATIONS AS DEFINED WITHIN THE THE SPECIFICATIONS AS DEFINED WITHIN THE SPECIFICATIONS AS DEFINED WITHIN THE SPECIFICATIONS AS DEFINED WITHIN THE AS DEFINED WITHIN THE AS DEFINED WITHIN THE DEFINED WITHIN THE DEFINED WITHIN THE WITHIN THE WITHIN THE THE THE CONTRACT DOCUMENTS. CONSTRUCTION WORK SHALL CONFORM TO THE CONSTRUCTION SPECIFICATIONS DOCUMENTS. CONSTRUCTION WORK SHALL CONFORM TO THE CONSTRUCTION SPECIFICATIONS DOCUMENTS. CONSTRUCTION WORK SHALL CONFORM TO THE CONSTRUCTION SPECIFICATIONS CONSTRUCTION WORK SHALL CONFORM TO THE CONSTRUCTION SPECIFICATIONS CONSTRUCTION WORK SHALL CONFORM TO THE CONSTRUCTION SPECIFICATIONS WORK SHALL CONFORM TO THE CONSTRUCTION SPECIFICATIONS WORK SHALL CONFORM TO THE CONSTRUCTION SPECIFICATIONS SHALL CONFORM TO THE CONSTRUCTION SPECIFICATIONS SHALL CONFORM TO THE CONSTRUCTION SPECIFICATIONS CONFORM TO THE CONSTRUCTION SPECIFICATIONS CONFORM TO THE CONSTRUCTION SPECIFICATIONS TO THE CONSTRUCTION SPECIFICATIONS TO THE CONSTRUCTION SPECIFICATIONS THE CONSTRUCTION SPECIFICATIONS THE CONSTRUCTION SPECIFICATIONS CONSTRUCTION SPECIFICATIONS CONSTRUCTION SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS OF THE MAINTAINING AGENCY (IF ANY), THE FDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND THE MAINTAINING AGENCY (IF ANY), THE FDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND THE MAINTAINING AGENCY (IF ANY), THE FDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MAINTAINING AGENCY (IF ANY), THE FDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MAINTAINING AGENCY (IF ANY), THE FDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND AGENCY (IF ANY), THE FDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND AGENCY (IF ANY), THE FDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND (IF ANY), THE FDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND (IF ANY), THE FDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND ANY), THE FDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND ANY), THE FDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND THE FDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND THE FDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND FDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND FDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND SPECIFICATIONS FOR ROAD, BRIDGE AND SPECIFICATIONS FOR ROAD, BRIDGE AND FOR ROAD, BRIDGE AND FOR ROAD, BRIDGE AND ROAD, BRIDGE AND ROAD, BRIDGE AND BRIDGE AND BRIDGE AND AND AND UTILITY CONSTRUCTION, AND THE FDOT STANDARD PLANS (EDITIONS AND REVISIONS CURRENT AT THE CONSTRUCTION, AND THE FDOT STANDARD PLANS (EDITIONS AND REVISIONS CURRENT AT THE CONSTRUCTION, AND THE FDOT STANDARD PLANS (EDITIONS AND REVISIONS CURRENT AT THE AND THE FDOT STANDARD PLANS (EDITIONS AND REVISIONS CURRENT AT THE AND THE FDOT STANDARD PLANS (EDITIONS AND REVISIONS CURRENT AT THE THE FDOT STANDARD PLANS (EDITIONS AND REVISIONS CURRENT AT THE THE FDOT STANDARD PLANS (EDITIONS AND REVISIONS CURRENT AT THE FDOT STANDARD PLANS (EDITIONS AND REVISIONS CURRENT AT THE FDOT STANDARD PLANS (EDITIONS AND REVISIONS CURRENT AT THE STANDARD PLANS (EDITIONS AND REVISIONS CURRENT AT THE STANDARD PLANS (EDITIONS AND REVISIONS CURRENT AT THE PLANS (EDITIONS AND REVISIONS CURRENT AT THE PLANS (EDITIONS AND REVISIONS CURRENT AT THE (EDITIONS AND REVISIONS CURRENT AT THE (EDITIONS AND REVISIONS CURRENT AT THE AND REVISIONS CURRENT AT THE AND REVISIONS CURRENT AT THE REVISIONS CURRENT AT THE REVISIONS CURRENT AT THE CURRENT AT THE CURRENT AT THE AT THE AT THE THE THE TIME OF PROJECT ADVERTISEMENT FOR BID) AT A MINIMUM. 4. THE OWNER SHALL FURNISH THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP), U.S THE OWNER SHALL FURNISH THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP), U.S OWNER SHALL FURNISH THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP), U.S OWNER SHALL FURNISH THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP), U.S SHALL FURNISH THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP), U.S SHALL FURNISH THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP), U.S FURNISH THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP), U.S FURNISH THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP), U.S THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP), U.S THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP), U.S FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP), U.S FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP), U.S DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP), U.S DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP), U.S OF ENVIRONMENTAL PROTECTION (FDEP), U.S OF ENVIRONMENTAL PROTECTION (FDEP), U.S ENVIRONMENTAL PROTECTION (FDEP), U.S ENVIRONMENTAL PROTECTION (FDEP), U.S PROTECTION (FDEP), U.S PROTECTION (FDEP), U.S (FDEP), U.S (FDEP), U.S U.S U.S ARMY CORP OF ENGINEERS (U.S.A.C.O.E.) AND THE WATER MANAGEMENT DISTRICT PERMITS (IF CORP OF ENGINEERS (U.S.A.C.O.E.) AND THE WATER MANAGEMENT DISTRICT PERMITS (IF CORP OF ENGINEERS (U.S.A.C.O.E.) AND THE WATER MANAGEMENT DISTRICT PERMITS (IF OF ENGINEERS (U.S.A.C.O.E.) AND THE WATER MANAGEMENT DISTRICT PERMITS (IF OF ENGINEERS (U.S.A.C.O.E.) AND THE WATER MANAGEMENT DISTRICT PERMITS (IF ENGINEERS (U.S.A.C.O.E.) AND THE WATER MANAGEMENT DISTRICT PERMITS (IF ENGINEERS (U.S.A.C.O.E.) AND THE WATER MANAGEMENT DISTRICT PERMITS (IF (U.S.A.C.O.E.) AND THE WATER MANAGEMENT DISTRICT PERMITS (IF (U.S.A.C.O.E.) AND THE WATER MANAGEMENT DISTRICT PERMITS (IF AND THE WATER MANAGEMENT DISTRICT PERMITS (IF AND THE WATER MANAGEMENT DISTRICT PERMITS (IF THE WATER MANAGEMENT DISTRICT PERMITS (IF THE WATER MANAGEMENT DISTRICT PERMITS (IF WATER MANAGEMENT DISTRICT PERMITS (IF WATER MANAGEMENT DISTRICT PERMITS (IF MANAGEMENT DISTRICT PERMITS (IF MANAGEMENT DISTRICT PERMITS (IF DISTRICT PERMITS (IF DISTRICT PERMITS (IF PERMITS (IF PERMITS (IF (IF (IF APPLICABLE). THE CONTRACTOR SHALL OBTAIN A RIGHT OF WAY UTILIZATION PERMIT AND A THE CONTRACTOR SHALL OBTAIN A RIGHT OF WAY UTILIZATION PERMIT AND A THE CONTRACTOR SHALL OBTAIN A RIGHT OF WAY UTILIZATION PERMIT AND A CONTRACTOR SHALL OBTAIN A RIGHT OF WAY UTILIZATION PERMIT AND A CONTRACTOR SHALL OBTAIN A RIGHT OF WAY UTILIZATION PERMIT AND A SHALL OBTAIN A RIGHT OF WAY UTILIZATION PERMIT AND A SHALL OBTAIN A RIGHT OF WAY UTILIZATION PERMIT AND A OBTAIN A RIGHT OF WAY UTILIZATION PERMIT AND A OBTAIN A RIGHT OF WAY UTILIZATION PERMIT AND A A RIGHT OF WAY UTILIZATION PERMIT AND A A RIGHT OF WAY UTILIZATION PERMIT AND A RIGHT OF WAY UTILIZATION PERMIT AND A RIGHT OF WAY UTILIZATION PERMIT AND A OF WAY UTILIZATION PERMIT AND A OF WAY UTILIZATION PERMIT AND A WAY UTILIZATION PERMIT AND A WAY UTILIZATION PERMIT AND A UTILIZATION PERMIT AND A UTILIZATION PERMIT AND A PERMIT AND A PERMIT AND A AND A AND A A A DEWATERING PERMIT, IF REQUIRED. THE CONTRACTOR SHALL BECOME FAMILIAR WITH AND ABIDE BY PERMIT, IF REQUIRED. THE CONTRACTOR SHALL BECOME FAMILIAR WITH AND ABIDE BY PERMIT, IF REQUIRED. THE CONTRACTOR SHALL BECOME FAMILIAR WITH AND ABIDE BY IF REQUIRED. THE CONTRACTOR SHALL BECOME FAMILIAR WITH AND ABIDE BY IF REQUIRED. THE CONTRACTOR SHALL BECOME FAMILIAR WITH AND ABIDE BY REQUIRED. THE CONTRACTOR SHALL BECOME FAMILIAR WITH AND ABIDE BY REQUIRED. THE CONTRACTOR SHALL BECOME FAMILIAR WITH AND ABIDE BY THE CONTRACTOR SHALL BECOME FAMILIAR WITH AND ABIDE BY THE CONTRACTOR SHALL BECOME FAMILIAR WITH AND ABIDE BY CONTRACTOR SHALL BECOME FAMILIAR WITH AND ABIDE BY CONTRACTOR SHALL BECOME FAMILIAR WITH AND ABIDE BY SHALL BECOME FAMILIAR WITH AND ABIDE BY SHALL BECOME FAMILIAR WITH AND ABIDE BY BECOME FAMILIAR WITH AND ABIDE BY BECOME FAMILIAR WITH AND ABIDE BY FAMILIAR WITH AND ABIDE BY FAMILIAR WITH AND ABIDE BY WITH AND ABIDE BY WITH AND ABIDE BY AND ABIDE BY AND ABIDE BY ABIDE BY ABIDE BY BY BY ALL PERMIT CONDITIONS, INSPECTION SCHEDULES, AND OTHER RELEVANT REGULATORY AGENCY RULES PERMIT CONDITIONS, INSPECTION SCHEDULES, AND OTHER RELEVANT REGULATORY AGENCY RULES PERMIT CONDITIONS, INSPECTION SCHEDULES, AND OTHER RELEVANT REGULATORY AGENCY RULES CONDITIONS, INSPECTION SCHEDULES, AND OTHER RELEVANT REGULATORY AGENCY RULES CONDITIONS, INSPECTION SCHEDULES, AND OTHER RELEVANT REGULATORY AGENCY RULES INSPECTION SCHEDULES, AND OTHER RELEVANT REGULATORY AGENCY RULES INSPECTION SCHEDULES, AND OTHER RELEVANT REGULATORY AGENCY RULES SCHEDULES, AND OTHER RELEVANT REGULATORY AGENCY RULES SCHEDULES, AND OTHER RELEVANT REGULATORY AGENCY RULES AND OTHER RELEVANT REGULATORY AGENCY RULES AND OTHER RELEVANT REGULATORY AGENCY RULES OTHER RELEVANT REGULATORY AGENCY RULES OTHER RELEVANT REGULATORY AGENCY RULES RELEVANT REGULATORY AGENCY RULES RELEVANT REGULATORY AGENCY RULES REGULATORY AGENCY RULES REGULATORY AGENCY RULES AGENCY RULES AGENCY RULES RULES RULES AND SPECIAL CONDITIONS. 5. THE EROSION CONTROL MEASURES PER "STATE OF FLORIDA EROSION AND SEDIMENT CONTROL THE EROSION CONTROL MEASURES PER "STATE OF FLORIDA EROSION AND SEDIMENT CONTROL EROSION CONTROL MEASURES PER "STATE OF FLORIDA EROSION AND SEDIMENT CONTROL EROSION CONTROL MEASURES PER "STATE OF FLORIDA EROSION AND SEDIMENT CONTROL CONTROL MEASURES PER "STATE OF FLORIDA EROSION AND SEDIMENT CONTROL CONTROL MEASURES PER "STATE OF FLORIDA EROSION AND SEDIMENT CONTROL MEASURES PER "STATE OF FLORIDA EROSION AND SEDIMENT CONTROL MEASURES PER "STATE OF FLORIDA EROSION AND SEDIMENT CONTROL PER "STATE OF FLORIDA EROSION AND SEDIMENT CONTROL PER "STATE OF FLORIDA EROSION AND SEDIMENT CONTROL "STATE OF FLORIDA EROSION AND SEDIMENT CONTROL "STATE OF FLORIDA EROSION AND SEDIMENT CONTROL OF FLORIDA EROSION AND SEDIMENT CONTROL OF FLORIDA EROSION AND SEDIMENT CONTROL FLORIDA EROSION AND SEDIMENT CONTROL FLORIDA EROSION AND SEDIMENT CONTROL EROSION AND SEDIMENT CONTROL EROSION AND SEDIMENT CONTROL AND SEDIMENT CONTROL AND SEDIMENT CONTROL SEDIMENT CONTROL SEDIMENT CONTROL CONTROL CONTROL MANUAL" AND FDOT STANDARD SPECIFICATION SECTION 104 ARE THE MINIMUM REQUIRED. ADDITIONAL AND FDOT STANDARD SPECIFICATION SECTION 104 ARE THE MINIMUM REQUIRED. ADDITIONAL AND FDOT STANDARD SPECIFICATION SECTION 104 ARE THE MINIMUM REQUIRED. ADDITIONAL FDOT STANDARD SPECIFICATION SECTION 104 ARE THE MINIMUM REQUIRED. ADDITIONAL FDOT STANDARD SPECIFICATION SECTION 104 ARE THE MINIMUM REQUIRED. ADDITIONAL STANDARD SPECIFICATION SECTION 104 ARE THE MINIMUM REQUIRED. ADDITIONAL STANDARD SPECIFICATION SECTION 104 ARE THE MINIMUM REQUIRED. ADDITIONAL SPECIFICATION SECTION 104 ARE THE MINIMUM REQUIRED. ADDITIONAL SPECIFICATION SECTION 104 ARE THE MINIMUM REQUIRED. ADDITIONAL SECTION 104 ARE THE MINIMUM REQUIRED. ADDITIONAL SECTION 104 ARE THE MINIMUM REQUIRED. ADDITIONAL 104 ARE THE MINIMUM REQUIRED. ADDITIONAL 104 ARE THE MINIMUM REQUIRED. ADDITIONAL ARE THE MINIMUM REQUIRED. ADDITIONAL ARE THE MINIMUM REQUIRED. ADDITIONAL THE MINIMUM REQUIRED. ADDITIONAL THE MINIMUM REQUIRED. ADDITIONAL MINIMUM REQUIRED. ADDITIONAL MINIMUM REQUIRED. ADDITIONAL REQUIRED. ADDITIONAL REQUIRED. ADDITIONAL ADDITIONAL ADDITIONAL ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DUE TO FIELD CONDITIONS AS DETERMINED BY THE CONTROL MEASURES MAY BE REQUIRED DUE TO FIELD CONDITIONS AS DETERMINED BY THE CONTROL MEASURES MAY BE REQUIRED DUE TO FIELD CONDITIONS AS DETERMINED BY THE MEASURES MAY BE REQUIRED DUE TO FIELD CONDITIONS AS DETERMINED BY THE MEASURES MAY BE REQUIRED DUE TO FIELD CONDITIONS AS DETERMINED BY THE MAY BE REQUIRED DUE TO FIELD CONDITIONS AS DETERMINED BY THE MAY BE REQUIRED DUE TO FIELD CONDITIONS AS DETERMINED BY THE BE REQUIRED DUE TO FIELD CONDITIONS AS DETERMINED BY THE BE REQUIRED DUE TO FIELD CONDITIONS AS DETERMINED BY THE REQUIRED DUE TO FIELD CONDITIONS AS DETERMINED BY THE REQUIRED DUE TO FIELD CONDITIONS AS DETERMINED BY THE DUE TO FIELD CONDITIONS AS DETERMINED BY THE DUE TO FIELD CONDITIONS AS DETERMINED BY THE TO FIELD CONDITIONS AS DETERMINED BY THE TO FIELD CONDITIONS AS DETERMINED BY THE FIELD CONDITIONS AS DETERMINED BY THE FIELD CONDITIONS AS DETERMINED BY THE CONDITIONS AS DETERMINED BY THE CONDITIONS AS DETERMINED BY THE AS DETERMINED BY THE AS DETERMINED BY THE DETERMINED BY THE DETERMINED BY THE BY THE BY THE THE THE MAINTAINING AGENCY OR OTHER GOVERNING REGULATORY AGENCIES. 6. TRAFFIC & PEDESTRIAN CONTROL SHALL BE MAINTAINED IN ACCORDANCE WITH FDOT STANDARD PLANS TRAFFIC & PEDESTRIAN CONTROL SHALL BE MAINTAINED IN ACCORDANCE WITH FDOT STANDARD PLANS & PEDESTRIAN CONTROL SHALL BE MAINTAINED IN ACCORDANCE WITH FDOT STANDARD PLANS & PEDESTRIAN CONTROL SHALL BE MAINTAINED IN ACCORDANCE WITH FDOT STANDARD PLANS PEDESTRIAN CONTROL SHALL BE MAINTAINED IN ACCORDANCE WITH FDOT STANDARD PLANS PEDESTRIAN CONTROL SHALL BE MAINTAINED IN ACCORDANCE WITH FDOT STANDARD PLANS CONTROL SHALL BE MAINTAINED IN ACCORDANCE WITH FDOT STANDARD PLANS CONTROL SHALL BE MAINTAINED IN ACCORDANCE WITH FDOT STANDARD PLANS SHALL BE MAINTAINED IN ACCORDANCE WITH FDOT STANDARD PLANS SHALL BE MAINTAINED IN ACCORDANCE WITH FDOT STANDARD PLANS BE MAINTAINED IN ACCORDANCE WITH FDOT STANDARD PLANS BE MAINTAINED IN ACCORDANCE WITH FDOT STANDARD PLANS MAINTAINED IN ACCORDANCE WITH FDOT STANDARD PLANS MAINTAINED IN ACCORDANCE WITH FDOT STANDARD PLANS IN ACCORDANCE WITH FDOT STANDARD PLANS IN ACCORDANCE WITH FDOT STANDARD PLANS ACCORDANCE WITH FDOT STANDARD PLANS ACCORDANCE WITH FDOT STANDARD PLANS WITH FDOT STANDARD PLANS WITH FDOT STANDARD PLANS FDOT STANDARD PLANS FDOT STANDARD PLANS STANDARD PLANS STANDARD PLANS PLANS PLANS INDEX SERIES 102 AT A MINIMUM. 7. FOR STABILIZING AT INTERSECTIONS, TURNOUTS AND GRADED CONNECTIONS, SEE F.D.O.T. STANDARD FOR STABILIZING AT INTERSECTIONS, TURNOUTS AND GRADED CONNECTIONS, SEE F.D.O.T. STANDARD STABILIZING AT INTERSECTIONS, TURNOUTS AND GRADED CONNECTIONS, SEE F.D.O.T. STANDARD STABILIZING AT INTERSECTIONS, TURNOUTS AND GRADED CONNECTIONS, SEE F.D.O.T. STANDARD AT INTERSECTIONS, TURNOUTS AND GRADED CONNECTIONS, SEE F.D.O.T. STANDARD AT INTERSECTIONS, TURNOUTS AND GRADED CONNECTIONS, SEE F.D.O.T. STANDARD INTERSECTIONS, TURNOUTS AND GRADED CONNECTIONS, SEE F.D.O.T. STANDARD INTERSECTIONS, TURNOUTS AND GRADED CONNECTIONS, SEE F.D.O.T. STANDARD TURNOUTS AND GRADED CONNECTIONS, SEE F.D.O.T. STANDARD TURNOUTS AND GRADED CONNECTIONS, SEE F.D.O.T. STANDARD AND GRADED CONNECTIONS, SEE F.D.O.T. STANDARD AND GRADED CONNECTIONS, SEE F.D.O.T. STANDARD GRADED CONNECTIONS, SEE F.D.O.T. STANDARD GRADED CONNECTIONS, SEE F.D.O.T. STANDARD CONNECTIONS, SEE F.D.O.T. STANDARD CONNECTIONS, SEE F.D.O.T. STANDARD SEE F.D.O.T. STANDARD SEE F.D.O.T. STANDARD F.D.O.T. STANDARD F.D.O.T. STANDARD STANDARD STANDARD PLAN NO.