FULL_BRICKYARD_PLANSET_05-28-26.pdf

COVER SHEET

GENERAL NOTES SHEET

SWPPP SHEET

EXISTING CONDITIONS PLAN/PROFILE SHEET

PROPOSED CONDITIONS PLAN/PROFILE SHEET

BRICKYARD ROAD PLAN/PROFILE SHEET

CROSS SECTION & TYPICAL ROADWAY SECTION SHEET

SITE ACCESS SHEET

ESCAMBIA COUNTY, FLORIDA

IMPROVEMENT PLANS PROPOSED FOR

INDEX OF ROADWAY PLANS

ENGINEERING DEPARTMENT

SHEET NO. SHEET DESCRIPTION

BOARD OF COUNTY COMMISSIONERS

PROJECT MANAGER:

PROJECT ENGINEER:

NICK CHAUVIN

Jason L. Lashley, P.E.

SECTION / TOWNSHIP / RANGE:

SIGNATURE:

DISTRICT:

REG FLA ENG NO:

DATE:

RELEASED FOR BIDDING

MAY, 2026

BRICKYARD RD

DRAINAGE

IMPROVEMENTS 21-602-D5

PD 22-23.041

COMMISSIONERS

STEVE STROBERGER (VICE CHAIR)

MIKE KOHLER

LUMON MAY

ASHLEE HOFBERGER (CHAIR)

STEVEN BARRY

DISTRICT ONE

DISTRICT TWO

DISTRICT THREE

DISTRICT FOUR

DISTRICT FIVE

VICINITY MAP

57353

22-3N-31 2

PRELIMINARY

THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE LATEST ESCAMBIA

COUNTY TECHNICAL SPECIFICATIONS.

ANY REFERENCE TO FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION, LATEST EDITION, DIVISION 1, GENERAL REQUIREMENTS AND COVENANTS,

SHALL BE EXCLUDED AND NOT APPLICABLE TO ANY SPECIFICATION REFERRED HEREIN

OR OTHERWISE LISTED IN THESE PLANS OR RELATED DOCUMENTS OR THE ESCAMBIA

COUNTY TECHNICAL SPECIFICATIONS.

PROJECT

LOCATION

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BRICKYARD RD

3298 SUMMIT BOULEVARD, SUITE 32

PENSACOLA, FLORIDA 32503

PHONE: (850) 332-7912

CERTIFICATE OF AUTHORIZATION #37053

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NAME

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DATE

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LICENSE NO.

AutoCAD SHX Text THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, RECORDATION CONVEYANCE, SALES OR AS THE BASIS FOR THE ISSUANCE OF A PERMIT

AutoCAD SHX Text

JASON L. LASHLEY

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SEE TITLE BLOCK

AutoCAD SHX Text 57353

1. THE CONTRACTORS SHALL NOTIFY THE COUNTY DESIGN ENGINEER OR DESIGNEE 48 HOURS PRIOR TO CONSTRUCTION.

2. ALL CONDITIONS AND STIPULATIONS OF THE CONSTRUCTION PERMITS AND THE APPROVALS ISSUED BY THE ESCAMBIA COUNTY ENGINEER SHALL BE

COMPLIED WITH IN EVERY DETAIL.

3. ALL ROADS DAMAGED BY CONSTRUCTION OPERATIONS ARE TO BE PATCHED OR RECONSTRUCTED AS DIRECTED BY THE COUNTY ENGINEER OR

DESIGNEE.

4. THE CONTRACTOR SHALL TAKE STEPS NECESSARY TO PREVENT EROSION AND ANY OFF SITE SEDIMENT TRANSPORT RESULTING FROM INCREASED RUNOFF DURING CONSTRUCTION BY PROVIDING SILT FENCE AND/OR STAKED HAY BALES AS REQUIRED BY THE FLORIDA STORMWATER EROSION AND SEDIMENT CONTROL INSPECTOR'S MANUAL, 2008 EDITION, OR AS INDICATED ON THE PLANS. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL ASSOCIATED DISTURBED AREAS ARE STABILIZED AS TO REDUCE SEDIMENT RUNOFF, UNLESS OTHERWISE DIRECTED BY THE ENGINEER OR

DESIGNEE.

5. ANY NECESSARY PERMITS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. ESCAMBIA COUNTY OR ITS DESIGNEE WILL ASSIST CONTRACTOR WITH

REQUIRED PERMITS.

6. THE CONTRACTOR IS CAUTIONED TO VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE PROJECT PRIOR TO BIDDING AND/OR CONSTRUCTION.

7. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PRESERVE OR RELOCATE ALL BENCHMARKS (VERTICAL CONTROL) AS NEEDED DURING CONSTRUCTION. ALL PUBLIC OR PRIVATE CORNER MONUMENTATION SHALL BE PROTECTED. IF A PUBLIC OR PRIVATE CORNER MONUMENTATION IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OR DESIGNEE IMMEDIATELY. ANY ESCAMBIA COUNTY HARN/GPS NETWORK MONUMENTS OR BUREAU OF SURVEY AND MAPPING GPS NETWORK MONUMENTS WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PROTECTED. IF A HARN/GPS NETWORK MONUMENTS OR BUREAU OF SURVEY AND MAPPING GPS NETWORK MONUMENTS ARE DISTURBED OR DESTROYED THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF THE MONUMENTS AND HAVE THE MONUMENTS POSITION DETERMINED BY A FLORIDA LICENSED PROFESSIONAL SURVEYOR AND MAPPER USING GUIDELINES AS ESTABLISHED BY

NATIONAL GEODETIC SURVEY FOR BLUE BOOKING AND APPROVAL.

8. EXISTING DRAINAGE FEATURES WITHIN CONSTRUCTION LIMITS SHALL REMAIN UNLESS OTHERWISE NOTED.

9. THE CONTRACTOR SHALL MATCH EXISTING CONDITIONS AT THE BEGINNING AND END OF CONSTRUCTION AS DIRECTED BY THE COUNTY ENGINEER OR

DESIGNEE.

10. EXISTING STREETS AND DRIVES SHALL BE MAINTAINED TO LOCAL TRAFFIC AND PROPERTY OWNERS.

11. ALL ROADWAY CONSTRUCTION SHALL COMPLY WITH THE ESCAMBIA COUNTY TECHNICAL SPECIFICATIONS, LATEST EDITION.

12. ALL MATERIALS, TESTING AND CONSTRUCTION METHODS SHALL CONFORM TO THE ESCAMBIA COUNTY TECHNICAL SPECIFICATIONS, LATEST EDITION.

13. ANY REFERENCE TO FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION, DIVISION 1, GENERAL REQUIREMENTS AND COVENANTS, SHALL BE EXCLUDED AND NOT APPLICABLE TO ANY SPECIFICATION REFERRED HEREIN OR OTHERWISE LISTED IN THESE PLANS OR

RELATED DOCUMENTS OR THE ESCAMBIA COUNTY TECHNICAL SPECIFICATIONS.

14. EXISTING STREET AND ROAD NAME SIGNS ON THE PROJECT SHALL BE KEPT VISIBLE AT ALL TIMES FOR THE FACILITATION OF ACCESS BY EMERGENCY VEHICLES. ALL OTHER EXISTING SIGNS THAT CONFLICT WITH CONSTRUCTION OPERATIONS SHALL BE TAKEN DOWN AND STOCKPILED WITHIN THE R/W LIMITS BY THE CONTRACTOR AS DIRECTED BY THE COUNTY ENGINEER OR DESIGNEE. ANY EXISTING SIGNS THAT ARE TO BE RELOCATED AND ARE DAMAGED BEYOND USE BY THE CONTRACTOR SHALL BE REPLACED BY THE CONTRACTOR AT HIS EXPENSE.

15. THE CONTRACTOR SHALL MAINTAIN AT LEAST ONE 10' OPEN LANE AT ALL TIMES. NO OPEN EXCAVATION SHALL REMAIN OVER NIGHT. CONTRACTOR

SHALL RESTORE ROAD TO TWO LANES OF TRAFFIC AT THE END OF EACH WORK DAY.

16. CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS.

17. ONLY ACCESS TO THE ROAD R/W AS SHOWN IS GUARANTEED BY THE COUNTY. PRIVATE R/W REQUIRED BY THE CONTRACTOR TO FACILITATE CONSTRUCTION SHALL BE ACQUIRED BY THE CONTRACTOR WITH NO ADDITIONAL COMPENSATION OR ASSISTANCE FROM THE COUNTY.

18. IN THE EVENT THAT SURVEY MONUMENTATION OR REFERENCE POINTS ARE MISSING OR HAVE BEEN DESTROYED, PLEASE CONTACT:

MR. JOE BARRETT, PLS JACE RICARD, P.L.S.

ESCAMBIA COUNTY SURVEYOR SIGMA CONSULTING GROUP, INC

3363 WEST PARK PLACE 3298 SUMMIT BOULEVARD ; SUITE 32

PENSACOLA, FLORIDA 32505 PH (850) 595-3427 PENSACOLA, FLORIDA 32503 PH (850) 332-7912

19. VEGETATION ON R/W AND EASEMENTS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE NOTED ON THE PLAN SHEETS. COST OF SAID

RESTORATION SHALL BE CONSIDERED INCIDENTAL TO OTHER PAY ITEMS.

20. GRADED AGGREGATE BASE SHALL BE REQUIRED WHERE THE SEASONAL HIGH GROUND WATER ENCROACHES WITHIN TWO (2) FEET OF THE BOTTOM OF

BASE.

21. ALL TREES WITHIN LIMITS OF CONSTRUCTION SHALL REMAIN UNLESS OTHERWISE NOTED IN PLANS.

22. ALL COMPACTED FILL SHALL BE PLACED IN 4" LIFTS FOR HAND POWERED TAMPERS AND 8" LIFTS FOR HEAVY EQUIPMENT OPERATED TAMPERS.

23. MAINTENANCE OF TRAFFIC AS PER FDOT INDEX 102-600.

24. ALL EXISTING MAILBOXES INTERFERING WITH NEW CONSTRUCTION SHALL BE RELOCATED OR REPLACED BY THE CONTRACTOR IN ACCORDANCE WITH POSTAL REQUIREMENTS AND IN ACCORDANCE WITH ESCAMBIA COUNTY TECHNICAL SPECIFICATION, FDOT DESIGN STANDARDS AND UNITED POSTAL REQUIREMENTS. ALL EXISTING BRICK MAILBOXES WITHIN LIMITS OF CONSTRUCTION OR COUNTY RIGHT OF WAY SHALL BE REMOVED AND PLACED ON THE PROPERTY LINE OF THE OWNER. CONTRACTOR SHALL REPLACE EXISTING BRICK MAILBOX WITH APPROVED PLASTIC BREAK AWAY MAILBOX.

25. THE CONTRACTOR SHALL, AT A MINIMUM, MATCH EXISTING SIGNING AND PAVEMENT MARKINGS. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE

PLACED IN ACCORDANCE WITH THE LATEST FDOT SPECIFICATIONS AND STANDARD PLANS.

26. WHERE UNSUITABLE MATERIAL, AS DEFINED BY THE COUNTY SPECIFICATIONS SECTION 02300, 1.3(I), IS ENCOUNTERED IN THE AREAS PROPOSED FOR PAVING, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE COUNTY ENGINEER OR DESIGNEE PRIOR TO ANY EXCAVATION.

27. PIPE LENGTHS SHOWN IN THE PLANS DO NOT INCLUDE THE LENGTH OF PIPE THAT MUST BE INSTALLED WITH THE MITERED END SECTION. THEREFORE, ALL PIPES LENGTHS ASSOCIATED WITH MITERED END SECTIONS SHALL BE PAID FOR IN THE UNIT COST OF THE MITERED END SECTION.

GENERAL NOTES:

UTILITY NOTES:

29. IF ARCHAEOLOGICAL MATERIAL/PREHISTORIC ARTIFACTS SUCH AS POTTERY OR CERAMICS, STONE TOOLS OR METAL IMPLEMENTS, OR ANY OTHER PHYSICAL REMAINS THAT COULD BE ASSOCIATED WITH NATIVE AMERICAN CULTURES, OR EARLY COLONIAL OR AMERICAN SETTLEMENT ARE ENCOUNTERED AT ANY TIME, THE PROJECT SHOULD CEASE ALL ACTIVITIES INVOLVING SUBSURFACE DISTURBANCE IN THE IMMEDIATE VICINITY OF SUCH DISCOVERIES. THE APPLICANT/RECIPIENT, OR OTHER DESIGNEE, SHOULD CONTACT THE FLORIDA DEPARTMENT OF STATE, DIVISION OF HISTORICAL RESOURCES, THE STATE HISTORIC PRESERVATION OFFICER (SHPO) AND THE DSH/FEMA REGION IV ENVIRONMENTAL OFFICER AND FDEM STATE ENVIRONMENTAL LIAISON OFFICER FOR FURTHER GUIDANCE. PROJECT ACTIVITIES SHOULD NOT RESUME WITHOUT

VERBAL AND/OR WRITTEN AUTHORIZATION FROM THE DIVISION OF HISTORICAL RESOURCES.

30. IN THE EVENT THAT UNMARKED HUMAN REMAINS ARE ENCOUNTERED DURING PERMITTED ACTIVITIES, ALL WORK MUST STOP IMMEDIATELY AND

THE PROPER AUTHORITIES NOTIFIED IN ACCORDANCE WITH F.S. 872.05.

1. THE LOCATION SHOWN FOR EXISTING UNDERGROUND UTILITIES IS APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK IN EACH AREA. THE CONTRACTOR AGREES TO BE COMPLETELY RESPONSIBLE FOR ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ALL UTILITIES.

2. UTILITY OWNERS SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY CONSTRUCTION SO THAT THE UTILITY OWNER CAN SPOT VERIFY AND/OR

EXPOSE THEIR UTILITIES. KNOWN UTILITIES OWNERS INCLUDE:

SEWER/WATER - EMERALD COAST UTILITY AUTHORITY ELECTRIC - FLORIDA POWER & LIGHT

MR. JAMES VORPAHL MR. STEPHEN HARRIS

P.O. BOX 15311 ONE ENERGY PLACE

PENSACOLA, FL. 32514 PH: (850) 969-5872 PENSACOLA, FL. 32520 PH: (850) 516-8499

JAMES.VORPAHL@ECUA.FL.GOV STEPHEN.HARRIS@FPL.COM

NATURAL GAS - PENSACOLA ENERGY CABLE - COX CABLE

MR. ANDREW BRISKE MR. TROY YOUNG

1625 ATWOOD DRIVE 3405 MCLEMORE DRIVE

PENSACOLA, FL. 32514 PH: (850) 474-5309 PENSACOLA, FL. 32514 PH: (850) 232-5044

ABRISKE@CITYOFPENSACOLA.COM TROY.YOUNG@COX.COM

TELEPHONE - AT&T FLORIDA SUNSHINE STATE ONE-CALL

MR. TOM MANNING 7200 LAKE ELLENOR DRIVE, SUITE 200

6689 E MAGNOLIA STREET ORLANDO, FL. 32809 PH: (800) 432-4770

MILTON, FL. 32570 PH: (850) 463-5176

TM2709@ATT.COM

ESCAMBIA COUNTY TRANSPORTATION & TRAFFIC DIVISION ESCAMBIA COUNTY SCHOOL BOARD

MR. ANDREA LUGAR MR. ROB DOSS

3363 WEST PARK PLACE 9255 STURDENVANT STREET

PENSACOLA, FL. 32505 PH:(850) 595-3639 PENSACOLA, FL 32514 PH: (850) 469-5488

ARLUGAR@MYESCAMBIA.COM

3. AT&T FLORIDA WILL COMPLETE ALL WORK DURING THE HOURS OF 7:30 AM - 4:30 PM, MONDAY THRU FRIDAY. NO NIGHT OR WEEKEND WORK.

4. ALL CABLE DAMAGE MUST BE REPORTED TO THE ATT FLORIDA REPAIR SERVICE DEPARTMENT AT 611 FROM A LAND LINE OR 877-737-2478 IF USING

A CELL PHONE.

5. ALL VEHICLE LOOP INSTALLATION SHALL BE DONE AS PER FDOT INDEX 660-001.

6. CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AREAS OF OVERHEAD TRANSMISSION LINES AND UNDERGROUND UTILITIES.

7. UTILITIES TO REMAIN AND BE PROTECTED DURING CONSTRUCTION. NECESSARY REPAIRS SHALL BE CONSIDERED INCIDENTAL TO OTHER PAY

ITEMS AND SHALL BE TO THE SATISFACTION OF UTILITY OWNERS.

PROJECT SPECIFIC NOTES:

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PRELIMINARY

Project Number:

Date:

Drawn By:

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Designed By:

Checked By:

220904

MAY 2026

M.G.M/ F.E.A

F.E.A.

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"THE FRONT OF THE CASING PIPE SHALL BE PROVIDED WITH MECHANICAL ARRANGEMENTS OR DEVICES THAT WILL POSITIVELY PREVENT THE AUGER FROM LEADING THE PIPE SO THAT NO UNSUPPORTED EXCAVATION IS AHEAD OF THE PIPE" CSXT PIPELINE SPECS. PAGE 23, A), ii) (c)

LOCATE CSX'S SIGNAL FACILITIES AND/OR WARNING DEVICES AT PROPOSED FACILITY CROSSING LOCATION, I.E.

CANTILEVERS, FLASHERS, GATES AND SHOW CLEARANCES.

CASING PIPE ENDS MUST BE SEALED. CSXT PIPELINE SPECS. PAGE 19, E)

YOUR DRAWING MUST SHOW ALL SETS OF TRACKS PRESENT AT THE PROPOSED CROSSING LOCATION.

THE CONTRACTOR WILL MAINTAIN A 2:1 MINIMUM (3:1 PREFERRED) SLOPE WHEN EXCAVATING BRICKYARD ROAD

DOWN TO THE WEST BORE PIT.

THE CONTRACTOR SHALL PROVIDE THE MEANS NECESSARY TO PREVENT SLUFFING OF THE PROPOSED &

EXISTING EMBANKMENT SECTION FOR THE DURATION OF THE PROJECT.

THE CONTRACTOR SHALL PROVIDE CSX WITH A DEWATERING PLAN PRIOR TO CONSTRUCTION.

CONTRACTOR SHALL PROVIDE SETTLEMENT MONITORING FOR THE TRACK AND/OR STRUCTURES THAT ARE IN-PLACE DURING & AFTER CONSTRUCTION FOR THE DEWATERING AND JACKING & BORING PORTIONS OF THE

JOB

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LICENSE NO.

AutoCAD SHX Text THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, RECORDATION CONVEYANCE, SALES OR AS THE BASIS FOR THE ISSUANCE OF A PERMIT

AutoCAD SHX Text

JASON L. LASHLEY

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SILT FENCE DETAIL

DETAIL OF PROPERLY

INSTALLED STRAW BALE

THE FOLLOWING NARRATIVE OF THE STORMWATER POLLUTION PREVENTION PLAN CONTAINS REFERENCES TO THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, THE DESIGN STANDARDS, OTHER SHEETS OF THESE CONSTRUCTION PLANS. THE FIRST SHEET OF THE CONSTRUCTION PLANS (CALLED THE KEY SHEET) CONTAINS AN INDEX TO THE OTHER SHEETS, THE COMPLETE STORMWATER POLLUTION PREVENTION PLAN INCLUDES SEVERAL ITEMS: THIS NARRATIVE DESCRIPTION, THE DOCUMENTS REFERENCES IN THIS NARRATIVE, THE CONTRACTOR'S APPROVED EROSION CONTROL PLAN REQUIRED BY FDOT

SPECIFICATION SECTION 104, AND REPORTS OF INSPECTIONS MADE DURING CONSTRUCTION.

1.0 SITE DESCRIPTION

1.A NATURE OF CONSTRUCTION ACTIVITY:

THE PROJECT CONSISTS OF CONSTRUCTING DRAINAGE SYSTEM IMPROVEMENTS TO REPAIR THE DAMAGED CROSSDRAIN INFRASTRUCTURE LOCATED ON BRICKYARD ROAD THAT WAS DAMAGED DURING HURRICANE SALLY.

1.B. SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL PROVIDE A DETAILED SEQUENCE OF CONSTRUCTION FOR ALL CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL FOLLOW THE SEQUENCE OF MAJOR ACTIVITIES DESCRIBED BELOW, UNLESS THE CONTRACTOR PROPOSES A DIFFERENT SEQUENCE THAT IS EQUAL OR BETTER AT

CONTROLLING EROSION AND TRAPPING SEDIMENT AND IS APPROVED BY THE ENGINEER.

FOR EACH CONSTRUCTION PHASE, INSTALL PERIMETER CONTROLS AFTER CLEARING AND GRUBBING NECESSARY FOR INSTALLATION OF CONTROLS BUT BEFORE BEGINNING OTHER WORK FOR THE CONSTRUCTION PHASE. REMOVE PERIMETER

CONTROLS ONLY AFTER ALL UPSTREAM AREAS ARE STABILIZED.

CLEARING AND GRUBBING, EARTHWORK, PIPE INSTALLATION AND ROADWAY REPAIR.

1.C. AREA ESTIMATES:

TOTAL SITE AREA: 0.8 ACRES

TOTAL AREA TO BE DISTURBED: 0.8 ACRES

1.D. RUNOFF DATA:

RUNOFF COEFFICIENTS:

BEFORE: 0.4

DURING: 0.4

AFTER: 0.4

SOILS DATA: SILT/ LOAM/ UNSUITABLE MATERIALS ANTICIPATED

FOR ADDITIONAL SOILS DATA SEE PROJECT GEOTECHNICAL REPORT PREPARED BY NOVA ENGINEERING

OUTFALL INFORMATION:

THE EXISTING STAND PIPE DISCHARGES TO A 72" OUTFALL PIPE UNDER CSX RIGHT OF WAY AND SHEETS FLOWS TO

ESCAMBIA RIVER, THAT DISCHARGES TO ESCAMBIA BAY.

1.E. SITE MAP:

THE CONSTRUCTION PLANS ARE BEING USED AS THE SITE MAPS. THE LOCATION OF THE REQUIRED INFORMATION IS DESCRIBED BELOW. THE SHEET NUMBERS FOR THE PLAN SHEETS REFERENCED ARE IDENTIFIED ON THE KEY SHEET OF THESE

CONSTRUCTION PLANS.

· APPROXIMATE SLOPES: THE SLOPES OF THE SITE CAN BE SEEN IN PLAN SHEETS

· AREAS OF SOIL DISTURBANCE: THE AREAS TO BE DISTURBED ARE INDICATED ON THE PLAN SHEETS. ANY AREAS WHERE

PERMANENT FEATURES ARE SHOWN TO BE CONSTRUCTED ABOVE OR BELOW GROUND WILL BE DISTURBED.

· AREAS NOT TO BE DISTURBED : SODDED / MAINTAINED AREAS BEYOND WEST ROW, EAST ROW.

· LOCATIONS OF TEMPORARY CONTROLS: TO BE SHOWN ON THE CONTRACTORS APPROVED EROSION CONTROL PLAN.

SEDIMENTATION BASIN AND FLOATING/ STAKED TURBIDITY BARRIER ARE SUGGESTED.

· LOCATIONS OF PERMANENT CONTROLS: SOD ALL DISTURBED NON-PAVED AREAS (EXCLUDING DITCH BOTTOM)

· AREAS TO BE STABILIZED: ROADSIDE SWALES/ DITCHES.

1.F RECEIVING WATERS:

SEE ITEM 1.D. FOR THE OUTFALL LOCATIONS AND RECEIVING WATER NAMES.

2.0 CONTROLS

2.A. EROSION AND SEDIMENT CONTROLS:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL DESCRIBE THE PROPOSED STABILIZATION AND STRUCTURAL PRACTICES. THE FOLLOWING RECOMMENDED GUIDELINES ARE BASED ON THE GRADING PLAN OUTLINED IN THE CONSTRUCTION PLANS. THE CONTRACTOR MAY CHOOSE TO ACCEPT THE FOLLOWING GUIDELINES OR MODIFY THEM IN THE SEDIMENT AND EROSION CONTROL PLAN, SUBJECT TO APPROVAL BY THE ENGINEER. AS WORK PROGRESSES, THE CONTRACTOR SHALL MODIFY THE PLAN TO ADAPT TO SEASONAL VARIATION, CHANGES IN CONSTRUCTION ACTIVITIES, AND THE NEED FOR BETTER PRACTICES.

FOR EACH CONSTRUCTION PHASE, INSTALL PERIMETER CONTROLS AFTER CLEARING AND GRUBBING

NECESSARY FOR INSTALLATION OF CONTROLS BUT BEFORE BEGINNING OTHER WORK FOR THE

CONSTRUCTION PHASE. REMOVE PERIMETER CONTROLS ONLY AFTER ALL UPSTREAM AREAS ARE STABILIZED.

2.A.1 STABILIZATION PRACTICES:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL DESCRIBE THE STABILIZATION PRACTICES PROPOSED TO CONTROL EROSION. THE CONTRACTOR SHALL INITIATE ALL STABILIZATION MEASURES AS SOON AS PRACTICAL, BUT IN NO CASE MORE THAN 7 DAYS, IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. THE STABILIZATION PRACTICES SHALL INCLUDE AT LEAST THE FOLLOWING, UNLESS OTHERWISE APPROVED BY THE ENGINEER.

THE PARAGRAPH ABOVE REFERS TO A 7 DAY LIMIT BEFORE INITIATING STABILIZATION. THE DEP GENERIC PERMIT SPECIFIES 7 DAYS, BUT STRICTER REQUIREMENTS FROM OTHER PERMITTING AGENCIES WILL OFTEN APPLY AND

SHOULD BE NOTED.

TEMPORARY:

* ARTIFICIAL COVERINGS IN ACCORDANCE WITH FDOT SPECIFICATION SECTION 104.

* TURF AND SOD IN ACCORDANCE WITH FDOT SPECIFICATION SECTION 104.

PERMANENT:

* SOD IN ACCORDANCE WITH SPECIFICATION SECTION 570 AND INDEX 105.

2.A.2 STRUCTURAL PRACTICES:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL DESCRIBE THE PROPOSED STRUCTURAL PRACTICES TO CONTROL OR TRAP SEDIMENT AND OTHERWISE PREVENT THE DISCHARGE OF POLLUTANTS FROM EXPOSED AREAS OF THE SITE. SEDIMENT CONTROLS SHALL BE IN PLACE BEFORE DISTURBING SOIL UPSTREAM OF THE CONTROL. THE STRUCTURAL PRACTICES SHALL INCLUDE AT LEAST THE FOLLOWING, UNLESS OTHERWISE APPROVED BY THE ENGINEER:

TEMPORARY:

* SEDIMENT BARRIERS IN ACCORDANCE WITH FDOT SPECIFICATION SECTION 104.

* INLET PROTECTION IN ACCORDANCE WITH FDOT SPECIFICATION DETAIL 104 AND SPECIAL DETAILS SHOWN IN

THE TTC PLAN.

* SEDIMENT CONTAINMENT SYSTEM: SILT FENCE AND HAY BALES WILL BE UTILIZED AS THE TEMPORARY

SEDIMENT CONTAINMENT SYSTEM.

PERMANENT:

* SOD

2.B STORMWATER MANAGEMENT:

EXISTING ROADSIDE DITCHES COLLECT STORMWATER AND DIRECT IT TO SURROUNDING WETLAND AREAS.

2.C OTHER CONTROLS:

2.C.1 WASTE DISPOSAL:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL DESCRIBE THE PROPOSED METHODS TO PREVENT THE DISCHARGE OF SOLID MATERIALS, INCLUDING BUILDING MATERIALS, TO WATERS OF THE UNITED STATES. THE PROPOSED METHODS SHALL INCLUDE AT LEAST THE FOLLOWING, UNLESS OTHERWISE APPROVED BY

THE ENGINEER:

· PROVIDING LITTLER CONTROL AND COLLECTION WITHIN THE PROJECT DURING CONSTRUCTION

ACTIVITIES.

· DISPOSING OF ALL FERTILIZER OR OTHER CHEMICAL CONTAINERS ACCORDING TO EPA'S STANDARD PRACTICES

AS DETAILED BY THE MANUFACTURER.

2.C.2 OFF-SITE VEHICLE TRACKING & DUST CONTROL:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL DESCRIBE THE PROPOSED METHODS FOR MINIMIZING OFFSITE VEHICLE TRACKING OF SEDIMENTS AND GENERATING DUST. THE PROPOSED METHODS SHALL

INCLUDE AT LEAST THE FOLLOWING, UNLESS OTHERWISE APPROVED BY THE ENGINEER.

· COVERING LOADED HAUL TRUCKS WITH TARPAULINS.

· REMOVE EXCESS DIRT FROM ROADS DAILY.

· STABILIZING CONSTRUCTION ENTRANCES ACCORDING TO FDOT DESIGN STANDARDS.

· USING ROADWAY SWEEPERS DURING DUST GENERATING ACTIVITIES SUCH AS EXCAVATION AND

HANDLING OPERATIONS.

2.C.3 STATE AND LOCAL REGULATIONS FOR WASTE DISPOSAL, SANITARY SEWER, OR SEPTIC TANK REGULATIONS:

IN THE SECTION 104 EROSION CONTROL PLAN, THE CONTRACTOR SHALL DESCRIBE THE PROPOSED PROCEDURES TO COMPLY WITH APPLICABLE STATE AND LOCAL REGULATIONS FOR WASTE DISPOSAL, AND SANITARY SEWER OR

SEPTIC SYSTEMS.

2.C.4 FERTILIZERS AND PESTICIDES:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL DESCRIBE THE PROCEDURES FOR APPLYING FERTILIZERS AND PESTICIDES. THE PROPOSED PROCEDURES SHALL COMPLY WITH APPLICABLE

SUBSECTION OF SECTION 570 OF THE FDOT SPECIFICATIONS.

2.C.5 TOXIC SUBSTANCES

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL PROVIDE A LIST OF TOXIC SUBSTANCES THAT ARE LIKELY TO BE USED ON THE JOB AND PROVIDE A PLAN ADDRESSING THE GENERATION, APPLICATION, MIGRATION, STORAGE, AND DISPOSAL OF THESE SUBSTANCES.

2.D.4 APPROVED STATE AND LOCAL PLANS AND PERMITS:

· THIS PROJECT MEETS THE REQUIREMENTS FOR A PERMIT EXEMPTION PER THE NORTHWEST FLORIDA WATER

MANAGEMENT DISTRICT.

3.0 MAINTENANCE:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL PROVIDE A PLAN FOR MAINTAINING ALL EROSION AND SEDIMENT CONTROLS THROUGHOUT CONSTRUCTION. THE MAINTENANCE PLAN SHALL AT A MINIMUM

COMPLY WITH THE FOLLOWING:

· SILT FENCE: MAINTAIN PER FDOT SPECIFICATION SECTION 104. THE CONTRACTOR SHOULD ANTICIPATE

REPLACING SILT FENCE ON 12 MONTH INTERVALS.

· SEDIMENT BARRIERS: REMOVE SEDIMENT AS PER MANUFACTURER'S RECOMMENDATIONS OR WHEN

WATER PONDS IN UNACCEPTABLE AMOUNTS OR AREAS.

4.0 INSPECTIONS:

QUALIFIED PERSONNEL SHALL INSPECT THE FOLLOWING ITEMS AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM THAT IS 0.50 INCHES OR GREATER. TO COMPLY. THE CONTRACTOR SHALL INSTALL AND MAINTAIN RAIN GAUGES AND RECORD THE DAILY RAINFALL. WHERE SITES HAVE BEEN PERMANENTLY STABILIZED, INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH. THE CONTRACTOR SHALL ALSO INSPECT THAT CONTROLS INSTALLED IN THE FIELD AGREE WITH THE LATEST STORMWATER POLLUTION PREVENTION

PLAN.

LIST OF INSPECTION ITEMS

· POINTS OF DISCHARGE TO MUNICIPAL SEPARATE STORM DRAIN SYSTEMS.

· DISTURBED AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED.

· AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION.

· STRUCTURAL CONTROLS.

· STORMWATER MANAGEMENT SYSTEMS.

· LOCATIONS WHERE VEHICLES ENTER THE SITE.

THE CONTRACTOR SHALL INITIATE REPAIRS WITHIN 24 HOURS OF INSPECTIONS THAT INDICATE ITEMS ARE NOT IN GOOD WORKING ORDER. IF INSPECTIONS INDICATE THE INSTALLED STABILIZATION AND STRUCTURAL PRACTICES ARE NOT SUFFICIENT TO MINIMIZE EROSION, RETAIN SEDIMENT, AND PREVENT DISCHARGE OF POLLUTANTS, THAT

CONTRACTOR SHALL PROVIDE ADDITIONAL MEASURES, AS APPROVED BY THE ENGINEER.

5.0 NON-STORMWATER DISCHARGES:

IN THE SECTION 104 EROSION CONTROL PLAN, THE CONTRACTOR SHALL IDENTIFY ALL ANTICIPATED NON-STORMWATER DISCHARGES (EXCEPT FLOWS FROM FIRE FIGHTING ACTIVITIES). THE CONTRACTOR SHALL DESCRIBE THE PROPOSED MEASURES TO PREVENT POLLUTION OF THESE NON-STORMWATER DISCHARGES. IF THE CONTRACTOR ENCOUNTERS CONTAMINATED SOIL OR GROUNDWATER , CONTACT ESCAMBIA COUNTY ENGINEERING.

SW

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Project Number:

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220904

MAY 2026

M.G.M/ F.E.A

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AutoCAD SHX Text

FIBERTEX (OR APPROVED EQUAL)

AutoCAD SHX Text

MATERIAL ATTACHED TO WIRE FENCE

AutoCAD SHX Text

COMPACTED SOIL

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

TOE OF FABRIC

AutoCAD SHX Text

WIRE FENCE

AutoCAD SHX Text

NTS

AutoCAD SHX Text

FILTERED RUNOFF

AutoCAD SHX Text

BINDING WIRE OR TWINE

AutoCAD SHX Text

SEDIMENT LADEN RUNOFF

AutoCAD SHX Text

PREVENT PIPING

AutoCAD SHX Text

STAKED AND ENTRENCHED

AutoCAD SHX Text

COMPACTED SOIL TO

AutoCAD SHX Text

STRAW BALE

AutoCAD SHX Text

NTS

AutoCAD SHX Text

POST @ 6 FT. O.C. (TYP.)

AutoCAD SHX Text 2" x 4" OR 3" 0.D. TREATED TIMBER

AutoCAD SHX Text

NAME

AutoCAD SHX Text

DATE

AutoCAD SHX Text

LICENSE NO.

AutoCAD SHX Text THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, RECORDATION CONVEYANCE, SALES OR AS THE BASIS FOR THE ISSUANCE OF A PERMIT

AutoCAD SHX Text

JASON L. LASHLEY

AutoCAD SHX Text

SEE TITLE BLOCK

12+62

10+00 11+00 12+00

7+

22 23 24

26 27 28 29 31 32 33 34

36 37 38

DAM CROSSING PROFILE PROFILE

22.00

26.00

30.00

34.00

38.00

10+00 11+00 12+00 12+50

EX

: 2

3.

EX

: 2

6.

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9.

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: 3

7.

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5.

EX

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7.

EX

: 3

5.

EX

: 2

4.

INV ELEV:22.34

INV ELEV:20.43

INV ELEV:19.91

-1:2

1:

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HORIZONTAL SCALE = 1"-20'

VERTICAL SCALE = 1"-5'

PRELIMINARY

EXISTING 48" CMP

STANDPIPE

EXISTING

BLOCK/BRICK WALL

EXISTING 36" CMP PIPE

EXISTING 48" CMP

STANDPIPE

59 LF OF EXISTING

36" CMP PIPE

61 LF OF EXISTING

72" RCP PIPE (TO

BE PROTECTED)

EXISTING CONDITIONS

EXISTING SCOURHOLE

Project Number:

Date:

Drawn By:

Sheet:

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220904

MAY 2026

M.G.M/ F.E.A

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APPARENT CSX

RAILROAD R.O.W.

APPARENT ESCAMBIA

COUNTY R.O.W.

APPARENT CSX

RAILROAD R.O.W.

APPARENT ESCAMBIA

COUNTY R.O.W.

Feet

40200

APPARENT CSX

RAILROAD R.O.W.

EXISTING 72"

RCP PIPE

EXISTING WATERS EDGE

EXISTING

ROAD

EXISTING BRICK

RETAINING WALL

EXISTING POWERPOLE

(TO BE PROTECTED)

APPARENT CSX

RAILROAD R.O.W.

EXISTING GRADE

EXISTING

GRADE

EXISTING WETLANDS

EXISTING WETLANDS

INV ELEV:24.34

EXISTING

WETLANDS

AutoCAD SHX Text

NAME

AutoCAD SHX Text

DATE

AutoCAD SHX Text

LICENSE NO.

AutoCAD SHX Text THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, RECORDATION CONVEYANCE, SALES OR AS THE BASIS FOR THE ISSUANCE OF A PERMIT

AutoCAD SHX Text

JASON L. LASHLEY

AutoCAD SHX Text

SEE TITLE BLOCK

12+62

9+75 10+00 11+00

12+00

7+

26 27 28 29

31 32 33 34

36 37 38

22.00

26.00

30.00

34.00

38.00

9+75 10+00 11+00 12+00 12+60

EX

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9.

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-2.0% 3:1 2:

1 -2:1

6.0%

3:1

201' of 36" RCP @ 2.26%

S - 99

CONSTRUCT TYPE "D" INLET

WITH SLOTS (N+S)

PER FDOT INDEX NO 425-052

STA:10+35.18 OFF:0.00R

TOP:34.40

INV OUT:24.38 36" RCP

3:1

12:1

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HORIZONTAL SCALE = 1"-20'

VERTICAL SCALE = 1"-5'

PRELIMINARY

PROPOSED

DRAINAGE

EASEMENT

(45'X95')

PROPOSED EARTHFILL

(96 CY)

PROPOSED GUARDRAIL

(TYP)

PROPOSED

EARTHFILL

PROPOSED CONDITIONS

PROPOSED

ARMORING

(300 SY)

PROPOSED

ARMORING (50 SY)

EXISTING E.O.P.

Project Number:

Date:

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Sheet:

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220904

MAY 2026

M.G.M/ F.E.A

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APPARENT CSX

RAILROAD R.O.W.

Feet

40200

PROPOSED GUARDRAIL

(100 LF)

EXISTING SHEET

PILE WALL

PROPOSED GUARDRAIL

(100 LF)

APPARENT CSX RAILROAD R.O.W.REMOVE AND REPLACE

140 SY OF ASPHALT

APPARENT CSX

RAILROAD R.O.W.

PROJECT SPECIFIC NOTES:

1. CONTRACTOR SHALL NOT

WORK WITHIN OR ENTER

THE CSX RAIILROAD

R.O.W.

WITHOUT AUTHORIZATION

APPARENT CSX

RAILROAD R.O.W.

APPARENT ESC.

CO. R.O.W.

8'

PROPOSED TYPE "D" DITCH

BOTTOM INLET WITH SLOTS

(N+S)

TOP: 30.00'

INV.: 20.43'

EXISTING GRADE

PROPOSED 36''

CONCRETE PIPE

PROPOSED 50'' STEEL

CASING

A A

JACK & BORE 101 LF OF 50''

STEEL CASING

PROPOSED GRADE

SEE CROSS

SECTION

SHEET 7

CONSTRUCT 18'' RIP-RAP

UNDERDRAIN WITH

FILTER-FABRIC (21 SY)

CONSTRUCT 36'' CONCRETE

U-TYPE HEADWALL WITH

ENERGY DISSIPATER PER

FDOT INDEX NO. 430-030

INV EL. 19.86'

CONSTRUCT 36''

U-TYPE HEADWALL

WETLANDS LINE

PERMANENT WETLANDS

IMPACTS (255 SY, 96 CY-FILL)

PERMANENT WETLANDS IMPACTS (53 SY, 124 CY-FILL)

LEGEND

-ARMORING

-FILL

- PERMANENT

- TEMPORARY

PROPOSED DRAINAGE

EASEMENT (27'X30')

TEMPORARY WETLANDS

IMPACTS (94 SY)

LEGEND

-FILL

-FILL IN WETLANDS

-REINFORCED CONCRETE

WETLANDS

LINE

PROPOSED TEMPORARY

CONTRUCTION EASEMENT (20'X288')

CONSTRUCT

18'' RIP-RAP

PERMANENT

WETLANDS

IMPACTS

(7 SY,

5 CY-CUT)

WETLANDS IMPACTS

WETLANDS IMPACTS

50 LB STONE

MINIMUM OR

ENGINEER

APPROVED

EQUIVALENT

FILTER

FABRIC

22' X 43' OF 6'' - 4000 PSI

CONCRETE WITH REBAR

ARMORING (TYPICAL)

6'' CONCRETE

ARMORING (TYPICAL)WETLANDS

6' CHAINLINK FENCE

CONSTRUCT 43 LF OF 6'

CHAINLINK FENCE

CONSTRUCT 14' WIDE

DOUBLE GATE

AutoCAD SHX Text

NAME

AutoCAD SHX Text

DATE

AutoCAD SHX Text

LICENSE NO.

AutoCAD SHX Text THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, RECORDATION CONVEYANCE, SALES OR AS THE BASIS FOR THE ISSUANCE OF A PERMIT

AutoCAD SHX Text

JASON L. LASHLEY

AutoCAD SHX Text

SEE TITLE BLOCK

+0

6+00 7+00 8+00

6+00 7+00 8+00

22.00

26.00

30.00

34.00

38.00

6+00 7+00 8+00

EX

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8.

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-1.2% 4.0%

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HORIZONTAL SCALE = 1"-20'

VERTICAL SCALE = 1"-5'

PRELIMINARY

BRICKYARD ROAD

Project Number:

Date:

Drawn By:

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MAY 2026

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EXISTING E.O.P.

APPARENT CSX

RAILROAD R.O.W.

APPARENT ESCAMBIA

COUNTY R.O.W.

N

S

W E

Feet

40200

PROPOSED 36" RCP

LEGEND

-ARMORING

-FILL

EXISTING 72'' PIPE

PROPOSED TYPE "D" DITCH

BOTTOM INLET

EXISTING DITCH GRADE

PROPOSED DITCH

GRADE

PROPOSED FILL

(1250 CY)

- PERMANENT WETLANDS IMPACTS

- TEMPORARY WETLANDS IMPACTS

PROPOSED 50" CASING

AutoCAD SHX Text

NAME

AutoCAD SHX Text

DATE

AutoCAD SHX Text

LICENSE NO.

AutoCAD SHX Text THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, RECORDATION CONVEYANCE, SALES OR AS THE BASIS FOR THE ISSUANCE OF A PERMIT

AutoCAD SHX Text

JASON L. LASHLEY

AutoCAD SHX Text

SEE TITLE BLOCK

7+15.78

-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100

3:1

12:1 -3:1

2:1

C R

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Project Number:

Date:

Drawn By:

Sheet:

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Checked By:

220904

MAY 2026

M.G.M/ F.E.A

F.E.A.

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EXISTING GRADE

PROPOSED GRADE EXISTING 72'' PIPE

PROPOSED TYPE "D" DITCH

BOTTOM INLET

CROSS SECTION A-A

HORIZONTAL SCALE = 1"-20'

VERTICAL SCALE = 1"-20'

CONNECT PROPOSED INLET

TO EXISTING 72'' PIPE

BRICKYARD - TYPICAL SECTION

STA 06+63 - STA 07+63

11'

LANE

11'

LANE

4' G

R

AS

S

SH

O U

LD

ER

4' G

R

AS

S

SH

O U

LD

ER

(WIDTH VARIES) (WIDTH VARIES)

SURVEYED R.O.W.SURVEYED R.O.W.

2" ASPHALT

3:1

12" STABILIZED SUBGRADE

2% 2% 3:1

6% 6%

6" GRADED AGGREGATE BASE

PROPOSED FILL

PROPOSED FILL

AutoCAD SHX Text

NAME

AutoCAD SHX Text

DATE

AutoCAD SHX Text

LICENSE NO.

AutoCAD SHX Text THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, RECORDATION CONVEYANCE, SALES OR AS THE BASIS FOR THE ISSUANCE OF A PERMIT

AutoCAD SHX Text

JASON L. LASHLEY

AutoCAD SHX Text

SEE TITLE BLOCK

+6

+0

+0

7+00 8+00 9+00 9+56

7+00 8+00

SI

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PRELIMINARY

Project Number:

Date:

Drawn By:

Sheet:

R E

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D A

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N

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Designed By:

Checked By:

220904

MAY 2026

M.G.M/ F.E.A

F.E.A.

J.L.L.

B R

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BARTH RO

AD

BRICKYARD ROAD

20' WIDE X 288' LONG

TEMPORARY CONSTRUCTION

EASEMENT

APPARENT CSX

RAILROAD R.O.W.

PROPOSED

DRAINAGE

EASEMENT

(27'X30')

CONSTRUCTION

ENTRANCE FROM

BARTH ROAD

AutoCAD SHX Text

NAME

AutoCAD SHX Text

DATE

AutoCAD SHX Text

LICENSE NO.

AutoCAD SHX Text THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, RECORDATION CONVEYANCE, SALES OR AS THE BASIS FOR THE ISSUANCE OF A PERMIT

AutoCAD SHX Text

JASON L. LASHLEY

AutoCAD SHX Text

SEE TITLE BLOCK