Alger_Road_60%_Plans_02-06-2026.pdf

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AutoCAD SHX Text COVER SHEET, SHEET INDEX & LOCATION MAP GENERAL NOTES GENERAL NOTES & LEGEND EROSION & SEDIMENT CONTROL GENERAL NOTES & DETAILS ALGER BID ITEMS AND CONFLICT MATRIX ALGER ROAD BRIDGE - EXISTING CONDITIONS ALGER ROAD BRIDGE - DEMOLITION & EROSION CONTROL PLAN ALGER ROAD BRIDGE - SITE UTILITY PLAN ALGER ROAD BRIDGE - PLAN AND PROFILE ALGER ROAD BRIDGE - CROSS SECTIONS ALGER ROAD BRIDGE - STRIPING & SIGNAGE PLAN PROJECT DETAILS

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ESCAMBIA COUNTY, FLORIDA

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PLANS PROPOSED FOR

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60% DESIGN SUBMITTAL DESIGN SUBMITTAL FEBRUARY 2026

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ENGINEERING / INFRASTRUCTURE DIVISION

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SHEET NO.

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SHEET DESCRIPTION

AutoCAD SHX Text CDBG-DR CENTURY DRAINAGE & ROAD IMPROVEMENTS (HSO19) 6DED4-5296-489B-B550-F49CC34F3AGF

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BOARD OF COUNTY COMMISSIONERS

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DISTRICT TWO

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DISTRICT ONE

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DISTRICT FIVE

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DISTRICT FOUR

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DISTRICT THREE

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COMMISSIONERS

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MIKE KOHLER, CHAIRMAN

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STEVE STROBERGER, VICE CHAIR

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STEVEN BARRY

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LUMON MAY

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PROJECT MANAGER:

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PROJECT ENGINEER:

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DALE E. LONG, PE

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SECTION / TOWNSHIP / RANGE:

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SIGNATURE:

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DISTRICT:

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REG FLA ENG NO:

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AutoCAD SHX Text 25-2N-31W

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DATE:

AutoCAD SHX Text 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 APPLICAPABLE TO ANY SPECIFICATION REFERED HEREIN OR OTHERWISE LISTED IN THESE PLANS OR RELATED DOCUMENTS OR THE ESCAMBIA COUNTY TECHNICAL SPECIFICATIONS.

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PUBLIC WORKS DEPARTMENT

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FEBRUARY 2026

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TIMOTHY CARDEN

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ASHLEE HOFBERGER, CHAIR

2025.084/.085 170001-021

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GENERAL NOTES:

1. THE OWNER INTENDS THAT THE CONTRACT DOCUMENTS WILL PROVIDE A COMPLETE AND

FULLY FUNCTIONAL PROJECT. WHERE LABOR AND MATERIAL MAY BE REQUIRED TO PROVIDE A

COMPLETE AND FULLY FUNCTIONAL PROJECT BUT IS NOT FULLY SPECIFIED, DETAILED, OR

SHOWN AS A CONSTRUCTION ITEM, THE CONTRACTOR SHALL PROVIDE THE REQUIRED

MATERIAL OR LABOR TO MEET THE INTENT OF THE CONTRACT DOCUMENTS. THIS

REQUIREMENT MAY ONLY BE CONSTRUED AS A REQUIREMENT TO COMPLETE OR MAKE

FUNCTIONAL CONSTRUCTION ITEMS SHOWN IN OR ON THE CONTRACT DOCUMENTS.

2. PRIOR TO COMMENCING CONSTRUCTION WITHIN THE PROJECT AREA(S), THE CONTRACTOR

SHALL VIDEO THE EXISTING CONDITIONS AND AREAS ADJACENT TO THE PROJECT THAT MAY

BE IMPACTED BY THE CONSTRUCTION. THE CONTRACTOR SHALL KEEP ONE COPY AND

PROVIDE ONE COPY EACH TO THE OWNER AND OWNER'S CONSTRUCTION

INSPECTION/ADMINISTRATION REPRESENTATIVE.

3. ALL FINAL CONSTRUCTION AND CONSTRUCTION WORK SHALL BE IN COMPLIANCE WITH ALL

LOCAL, STATE AND FEDERAL BUILDING AND/OR CONSTRUCTION CODES, RULES OR

REQUIREMENTS AS APPLICABLE.

4. ABOVE GROUND FEATURES SHOWN WHICH MAY AFFECT CONSTRUCTION WERE TAKEN FROM

THE BEST AVAILABLE INFORMATION AND FIELD SURVEYS. THE OWNER DOES NOT GUARANTEE

THAT ALL PHYSICAL FEATURES OR ABOVE GROUND OBSTRUCTIONS AFFECTING

CONSTRUCTION ARE SHOWN. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH

THE EXISTING CONDITIONS PRIOR TO SUBMITTING HIS/HER BID. THERE SHALL BE NO

ADJUSTMENT OF THE CONTRACT PRICE FOR VISIBLE FEATURES AFFECTING CONSTRUCTION.

5. THE CONTRACT DOCUMENTS, SPECIFICATIONS, AND GEOTECHNICAL INVESTIGATION REPORT

FOR THIS PROJECT ARE AN INTEGRAL PART OF THE CONSTRUCTION. THE CONTRACTOR SHALL

FULLY REVIEW AND FOLLOW ALL REQUIREMENTS OF THESE DOCUMENTS IN THE COMPLETION

OF THE WORK. ALL CONSTRUCTION SHALL BE IN STRICT COMPLIANCE WITH THE CONTRACT

DOCUMENTS UNLESS OTHERWISE APPROVED IN WRITING BY THE OWNER OR OWNER'S

AUTHORIZED REPRESENTATIVE.

6. ALL EXISTING FENCES, STORM DRAINS, PROPERTY CORNERS, SURVEY MONUMENTS,

PAVEMENT, ROADS, SIDEWALKS, SIGNS OR ANY OTHER EXISTING OBJECTS OR STRUCTURES

WHICH ARE NOT DESIGNATED FOR REMOVAL, BUT ARE DAMAGED OR DESTROYED BY THE

CONTRACTOR OR BY ANYONE FOR WHOM THE CONTRACTOR IS RESPONSIBLE ARE TO BE

REPLACED BY THE CONTRACTOR AT HIS EXPENSE. THE CONTRACTOR IS RESPONSIBLE FOR

REPLACING IN KIND OR REPAIRING TO ORIGINAL CONDITION; MAILBOXES, DRIVEWAY

CULVERTS, RETAINING WALLS, LANDSCAPING, ETC. THAT ARE DISTURBED, DAMAGED OR

DESTROYED BY CONSTRUCTION ACTIVITIES.

7. THE LEGEND IS TYPICAL FOR ALL SHEETS. SOME ITEMS MAY NOT APPLY TO EACH SHEET.

8. CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO THE LIMITS OF CONSTRUCTION,

RIGHT-OF-WAYS AND/OR EASEMENTS SHOWN. CONTRACTOR SHALL BE LIABLE FOR ALL

DAMAGE TO AND RESTORATION OF ALL AREAS OUTSIDE OF RIGHT-OF-WAYS AND EASEMENTS,

AT HIS EXPENSE.

9. IN THE EVENT THAT ANY STANDARDS OR SPECIFICATIONS AS DESCRIBED HEREIN OR SHOWN

ON THE PLANS, ARE IN CONFLICT WITH EACH OTHER, THE MORE STRINGENT CRITERIA WILL

APPLY. CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY AND IN

WRITING. SHOULD THE MORE STRINGENT CRITERIA BE UNCLEAR, THE ENGINEER WILL

PROVIDE AN INTERPRETATION AND DETERMINE WHICH CRITERIA IS TO BE USED.

10. THESE PLANS WERE BASED ON THE GEOTECHNICAL REPORT BY LARRY M. JACOBS AND

ASSOCIATES, INC., PHONE: (850) 434-0846. IT IS THE CONTRACTOR'S RESPONSIBILITY TO

ACQUIRE A COPY OF THE REPORT(S) FROM THE GEOTECHNICAL ENGINEER, FAMILIARIZE

THEMSELVES WITH THE CONDITIONS AS DESCRIBED IN THE REPORT(S), AND COMPLY WITH

ALL RECOMMENDATIONS MADE IN THE REPORT(S) SPECIFICALLY FOR SOIL PREPARATION ON

THE SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN A COPY OF ALL

SUPPLEMENTAL REPORTS FOR THIS PROJECT FROM THE OWNER AND TO FOLLOW THE

SUPPLEMENTAL REPORTS' RECOMMENDATIONS.

11. THE OWNER, OWNER'S REPRESENTATIVES, AND INSPECTORS OF APPLICABLE GOVERNMENT

AGENCIES HAVING JURISDICTION, SHALL AT ALL TIMES HAVE ACCESS TO THE WORK SITE.

THE CONTRACTOR SHALL PROVIDE PROPER FACILITIES FOR SUCH ACCESS AND INSPECTIONS.

12. IT IS THE CONTRACTOR'S RESPONSIBILITY TO TAKE ALL REASONABLE AND PRUDENT

PRECAUTIONS TO ENSURE THAT ALL COMPLETED WORK, MATERIALS AND EQUIPMENT STORED

ON SITE ARE SAFE AND SECURE FROM UNAUTHORIZED ACCESS OR USE. SUCH PRECAUTIONS

MAY INCLUDE INSTALLATION OF SIGNS, FENCES, OR POSTING OF SECURITY GUARDS.

13. THE CONTRACTOR SHALL COMPLY FULLY WITH ALL PERMIT REQUIREMENTS IMPOSED BY THE

REGULATORY AGENCIES.

14. THE ENGINEER SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF ALL TESTING

RELATED TO CIVIL WORK.

15. ALL DISCHARGE FROM ANY REQUIRED DEWATERING OPERATIONS SHALL BE RESTRICTED AND

MAINTAINED ON SITE. PERCOLATION THROUGH TEMPORARY PONDS OR EVAPORATION ARE

THE ONLY ALLOWABLE NON-PERMITTED MEANS OF DISPOSAL OF GROUNDWATER. THE

CONTRACTOR AT HIS EXPENSE, MAY PROVIDE TESTING OF GROUNDWATER PER F.D.E.P.

GUIDELINES INCLUDING FAC CHAPTER 62-621.300(2). THE CONTRACTOR WILL BE REQUIRED

TO OBTAIN A “GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUNDWATER FROM

ANY NON-CONTAMINATED SITE ACTIVITY” FROM F.D.E.P. IF REQUIRED AT HIS EXPENSE.

16. NO DEVIATIONS OR REVISIONS FROM THESE PLANS BY THE CONTRACTOR SHALL BE ALLOWED

WITHOUT PRIOR APPROVAL FROM THE ENGINEER OF RECORD, THE TOWN OF CENTURY, AND

THE OWNER.

HAZARDOUS MATERIALS NOTES:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH LOCAL STATE AND

FEDERAL REGULATIONS REGARDING TESTING FOR AND DISPOSAL OF HAZARDOUS MATERIALS

DURING DEMOLITION.

2. HAZARDOUS MATERIAL MEANS ANY SUBSTANCE: (A) THE PRESENCE OF WHICH REQUIRES

INVESTIGATION OR REMEDIATION UNDER ANY PRESENT FEDERAL, STATE OR LOCAL STATUTE,

REGULATION, ORDINANCE, RULE, CODE, ACTION, POLICY OR COMMON LAW, OR (B) WHICH IS

OR BECOMES DEFINED AS A “HAZARDOUS WASTE”, “HAZARDOUS SUBSTANCE” POLLUTANT OR

CONTAMINANT UNDER ANY PRESENT FEDERAL, STATE OR LOCAL STATUTE, REGULATION, RULE

OR ORDINANCE OR AMENDMENTS THERETO INCLUDING, WITHOUT LIMITATION, THE

COMPREHENSIVE ENVIRONMENTAL RESPONSE COMPENSATION AND LIABILITY ACT (42 USC

SECTIONS 9601 ET SEQ.) AND/OR THE RESOURCE CONSERVATION AND RECOVERY ACT (42

USC SECTIONS 6901 ET SEQ.), OR (C) WHICH IS TOXIC, EXPLOSIVE, CORROSIVE, FLAMMABLE, INFECTIOUS, RADIOACTIVE, CARCINOGENIC, MUTAGENIC, OR OTHERWISE HAZARDOUS AND

IS REGULATED BY ANY GOVERNMENTAL AUTHORITY, AGENCY, DEPARTMENT, COMMISSION,

BOARD, AGENCY OR INSTRUMENTALITY OF THE UNITED STATES, THE STATE IN WHICH THE

PREMISES ARE LOCATED OR ANY POLITICAL SUBDIVISION THEREOF, OR (D) THE PRESENCE

OF WHICH ON THE PREMISES CAUSES OR THREATENS TO CAUSE A NUISANCE UPON THE

PREMISES OR TO ADJACENT PROPERTIES OR POSES OR THREATENS TO POSE A HAZARD TO

THE HEALTH OR SAFETY OF PERSONS ON OR ABOUT THE PREMISES, OR (E) WHICH CONTAINS

GASOLINE, DIESEL FUEL, OR OTHER PETROLEUM HYDROCARBONS, OR (F) WHICH CONTAINS

POLYCHLORINATED BIPHENYL (PCB'S), ASBESTOS, LEAD OR UREA FORMALDEHYDE FOAM

INSULATION.

3. CONTRACTOR AND ITS SUBCONTRACTORS SHALL USE, HANDLE, TEST TRANSPORT, AND

DISPOSE OF ALL HAZARDOUS MATERIALS (AS DEFINED HEREIN) IN COMPLIANCE WITH ALL

CURRENT FEDERAL, STATE AND LOCAL ENVIRONMENTAL, HEALTH OR SAFETY LAW,

INCLUDING, BUT NOT LIMITED TO, ALL SUCH STATUTES, REGULATIONS, RULES, ORDINANCES, CODES, AND RULES OF COMMON LAW.

4. CONTRACTOR FURTHER AGREES THAT CONTRACTOR AND ITS SUBCONTRACTORS SHALL NOT

CAUSE THE DISCHARGE, RELEASE, OR DISPOSAL OF ANY HAZARDOUS MATERIAL CREATED BY

ITS WORK ON OR ABOUT THE JOB SITE. IN THE EVENT OF ANY SPILL, RELEASE, OR ANY

OTHER REPORTABLE OCCURRENCE, CONTRACTOR SHALL NOTIFY THE APPROPRIATE

GOVERNMENTAL AGENCY AND SHALL TAKE SUCH ACTION AS MAY BE NECESSARY TO MINIMIZE

THE DELETERIOUS EFFECT OF SUCH A SPILL ON PERSONS OR PROPERTY.

PROJECT SAFETY NOTES:

1. THE CONTRACTOR SHALL BE SOLELY LIABLE FOR THE SAFETY OF THE WORK AND ANY AND ALL

DAMAGES ARISING FROM THE CONSTRUCTION SHOWN ON THE PLANS. THE CONTRACTOR

SHALL BE SOLELY RESPONSIBLE FOR ASSURING THAT THE CONSTRUCTION MATERIALS AND

METHODS ARE COMPLIANT WITH ALL APPLICABLE LOCAL, STATE OR FEDERAL SAFETY CODES,

RULES, OR REQUIREMENTS.

2. THE CONTRACTOR SHALL COMPLY IN EVERY RESPECT WITH THE FEDERAL OCCUPATIONAL

SAFETY AND HEALTH ACT OF 1970 (OSHA) AND ALL RULES AND REGULATIONS NOW OR

HEREAFTER IN EFFECT UNDER THIS ACT. THE CONTRACTOR FURTHER AGREES TO COMPLY

WITH ANY AND ALL APPLICABLE STATE LAWS AND REGULATIONS PERTAINING TO JOB SAFETY

AND HEALTH.

3. THE CONTRACTOR SHALL PROTECT AND KEEP THE OWNER (INCLUDING THEIR AGENTS,

CONSULTANTS, AND EMPLOYEES) FREE AND HARMLESS FROM ANY AND ALL LIABILITY, PUBLIC

OR PRIVATE, PENALTIES, CONTRACTUAL OR OTHERWISE, LOSSES, DAMAGES, COSTS,

ATTORNEY'S FEES, EXPENSES, CAUSES OF ACTION, ETC. RESULTING FROM THE FEDERAL

OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 AS AMENDED.

DEMOLITION AND CLEARING NOTES

1. THE TREES SHOWN FOR REMOVAL AND PROTECTION ON THIS SHEET ARE INTENDED TO BE

GENERAL IN NATURE. THE CONTRACTOR IS TO REMOVE ANY AND ALL TREES AS REQUIRED TO

COMPLETE THE CONSTRUCTION ACTIVITIES.

2. TREES SLATED FOR PROTECTION SHALL BE MARKED AND TREE PROTECTION BARRICADES

SHALL BE INSTALLED PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES.

NO PROTECTED TREES SHALL BE REMOVED, DESTRUCTIVELY DAMAGED, MUTILATED,

RELOCATED, DISFIGURED, DESTROYED, CUT DOWN OR EXCESSIVELY PRUNED DURING

CONSTRUCTION ACTIVITIES.

3. NO GRADING OR CLEARING BY, OR STORAGE OF HEAVY EQUIPMENT SHALL OCCUR WITHIN

THE DRIP LINE OF PROTECTED TREES OR WITHIN ENVIRONMENTALLY SENSITIVE AREAS.

4. TREE PROTECTION BARRICADES OR EQUIVALENT PROTECTIVE MEASURES WILL BE

CONSTRUCTED ACCORDING TO THE LOCAL JURISDICTION'S CRITERIA FOR TREES TO REMAIN

WITHIN THE LIMITS OF CONSTRUCTION.

5. CONTRACTOR SHALL TAKE EXTREME CARE TO REMOVE ONLY TREES AND VEGETATION

ABSOLUTELY NECESSARY FOR THE CONSTRUCTION OF THIS WORK.

6. ALL TREE PROTECTION MEASURES AND BARRICADES SHALL BE INSTALLED AROUND EACH

PROTECTED TREE SHOWN TO REMAIN ON SITE AND PRIOR TO ANY SITE DISTURBANCE. TREE

PROTECTION MEASURES SHALL BE MAINTAINED IN GOOD WORKING ORDER UNTIL PROJECT IS

COMPLETE AND THE SITE IS STABILIZED.

7. THE CONTRACTOR SHALL BE EXTREMELY CAUTIOUS WHEN WORKING NEAR TREES THAT ARE

TO BE SAVED, WHETHER SHOWN ON THE PLANS OR DESIGNATED IN THE FIELD

8. ALL PRACTICAL AND NECESSARY EFFORT SHALL BE TAKEN DURING CONSTRUCTION TO

PREVENT UNNECESSARY TREE REMOVAL.

9. TRENCHING FOR PROPOSED UTILITY IMPROVEMENTS WITHIN THE DRIP LINE OF SPECIMEN

TREES TO REMAIN, WILL REQUIRE THE ADVANCED PRE-TREATMENT OF EACH IMPACTED TREE

BY A QUALIFIED ARBORIST OR THE LANDSCAPE ARCHITECT TO MINIMIZE THE POTENTIALLY

ADVERSE IMPACTS OF CONSTRUCTION. HAND DIGGING MAY BE REQUIRED WITHIN THE DRIP

LINE OF PROTECTED TREES.

10. TO PROTECT TREES STABILIZING ROOTS, TRENCHING OR ANY TOPSOIL DISTURBANCE

SHOULD BE NO CLOSER THAN 10 FEET FROM TRUNK OF THE TREE THAT IS TO REMAIN.

11. OUTSIDE OF THE STRUCTURAL ROOT PLATE, PROTECTED TREE ROOTS OF 2" DIAMETER OR

GREATER SHALL BE CUT CLEANLY WITH APPROPRIATE EQUIPMENT. DO NOT USE EQUIPMENT

THAT PULLS AND SHATTER ROOTS. (E.G. BACKHOE). ROOTS SHALL BE PRUNED TO A DEPTH

OF 18 INCHES BELOW THE EXISTING GRADE OR TO THE DEPTH OF DISTURBANCE IF LESS

THAN 18" FROM THE EXISTING GRADE. CUT TO A LATERAL ROOT WHEN POSSIBLE. EXPOSED

ROOTS SHOULD BE COVERED WITH A LAYER OF MULCH OR SOIL TO HELP PREVENT STRESS

FROM WATER LOSS.

12. SUPPLEMENTAL IRRIGATION MAY BE SUPPLIED TO TREES TO COMPENSATE FOR ROOT LOSS

AND DETER WATER STRESS. IRRIGATION SHOULD WET/SATURATE THE SOIL WITHIN THE

TREE PROTECTION ZONE.

13. IN AREAS REQUIRING FILL MATERIAL, THE CONTRACTOR SHALL STRIP OR OTHERWISE

REMOVE ALL VEGETATION SUCH AS BRUSH, HEAVY SOD, HEAVY GROWTH OF GRASS,

DECAYED VEGETATION MATTER, RUBBISH AND ANY OTHER DELETERIOUS MATERIAL BEFORE

EMBANKMENT IS PLACED. IMMEDIATELY PRIOR TO THE PLACING OF FILL MATERIAL, THE

ENTIRE AREA UPON WHICH FILL IS TO BE PLACED, SHALL BE SCARIFIED IN A DIRECTION

APPROXIMATELY PARALLEL TO THE AXIS OF FILL. THE GEOTECHNICAL ENGINEER SHALL

APPROVE THE AREA PRIOR TO THE PLACEMENT OF FILL.

14. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CLEARLY DESIGNATE THE LIMITS OF

CONSTRUCTION ON-SITE. THE CONTRACTOR SHALL NOT PERFORM ANY WORK OUTSIDE THE

LIMITS OF CONSTRUCTION. IN AREAS WHERE NO WORK IS PROPOSED THE CONTRACTOR

SHALL PROTECT THE TOPOGRAPHY, THE SOIL, AND THE VEGETATION.

15. WHERE DEMOLITION REQUIREMENTS LEAVE OPEN TRENCHES, PITS OR OTHER VOIDS,

PROVIDE CLEAN FILL AND COMPACTION PER THE SPECIFICATIONS, THE GEOTECHNICAL

REPORT OR OTHER REQUIREMENTS.

16. REMOVAL OF EXISTING PAVED SURFACES INCLUDES REMOVAL OF EXISTING BASE OR SOIL

MATERIALS SUFFICIENTLY TO CONSTRUCT THE NEW SURFACE IN ACCORDANCE WITH THE

CONSTRUCTION PLANS.

17. ALL DEMOLISHED MATERIALS SHALL BE REMOVED FROM THE SITE AT THE CONTRACTOR'S

EXPENSE. DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH LOCAL, STATE AND

FEDERAL REGULATIONS.

18. ALL ASPHALT AND CONCRETE SHALL BE SAW CUT AT EDGES TO REMAIN. REMAINING EDGES

SHALL BE PROTECTED AT THE CONTRACTOR'S EXPENSE.

19. CONTRACTOR SHALL MAINTAIN EXISTING DRAINAGE PATTERNS WHILE REMOVING OR

REPAIRING ANY EXISTING STORM DRAINS OR SWALES.

20. EXCAVATED MATERIALS (SPOILS) SHALL BE DISPOSED OF AS REQUIRED IN UPLAND AREAS IN

ACCORDANCE WITH LOCAL, STATE AND FEDERAL LAWS. IF SPOILS ARE TO BE STORED ON

SITE EITHER TEMPORARILY OR PERMANENTLY, THE STORAGE LOCATION SHALL BE AN UPLAND

AREA APPROVED BY THE OWNER AND ENGINEER. THE SPOILS SHALL BE PREVENTED FROM

ERODING WITH THE USE OF SILT FENCING AND GRASSING AS APPROPRIATE.

PAVING GRADING AND DEMOLITION NOTES:

1. ALL DRAINAGE STRUCTURES ARE TO BE TRAFFIC RATED UNLESS SPECIFICALLY NOTED

OTHERWISE.

2. AFTER THE ROADWAY HAS BEEN CONSTRUCTED TO SUBGRADE, IT SHALL BE PROOF-ROLLED

TO ASSURE THAT PROPER COMPACTION HAS BEEN ATTAINED. THE PROOF-ROLLING AND

COMPACTION OPERATIONS SHALL BE INSPECTED AND TESTED BY A FLORIDA LICENSED

GEOTECHNICAL ENGINEER TO ASSURE THAT THE SPECIFIED COMPACTION IS MAINTAINED

AND ALL DELETERIOUS MATERIALS HAVE BEEN REMOVED.

3. ALL REINFORCED CONCRETE PIPE (RCP) SHALL BE A MINIMUM CLASS III, UNLESS OTHERWISE

APPROVED OR NOTED ON THE PLANS OR SPECIFICATIONS.

4. THE CONTRACTOR IS RESPONSIBLE FOR GRADING/PAVING ALL ROADWAYS TO DRAIN

POSITIVELY IN THE DIRECTION SHOWN BY THE PROPOSED GRADES AND FLOW ARROWS ON

THE PLANS. INTERSECTIONS SHALL BE TRANSITIONED TO PROVIDE A SMOOTH DRIVING

SURFACE WHILE MAINTAINING POSITIVE DRAINAGE. IF AN AREA OF POOR DRAINAGE IS

OBSERVED DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR

TO PAVING SO THAT A SOLUTION OR RECOMMENDATION FOR CORRECTION CAN BE MADE.

5. ALL STORMWATER PIPE JOINTS SHALL BE WRAPPED WITH FILTER FABRIC.

6. CONTRACTOR SHALL SCREED ALL SIDEWALKS ¼” PER FOOT AWAY FROM THE BUILDING.

7. ALL HANDICAP ACCESSIBLE SIDEWALKS/ROUTES SHALL BE CONSTRUCTED TO LIMIT CROSS

SLOPES TO 2.0% MAXIMUM.

8. AS A CONDITION OF THE ENVIRONMENTAL RESOURCE PERMIT, THE CONTRACTOR SHALL:

a. KEEP A COPY OF THE PERMIT ON SITE.

b. REVIEW THE PERMIT PRIOR TO CONSTRUCTION COMMENCEMENT.

c. PROVIDE AN 8-1/2” X 11” WEATHER-PROOF ENCLOSURE INCLUDING THE

PERMIT NUMBER FACING THE ROAD ON SITE.

9. THE OWNER WILL BE RESPONSIBLE FOR MONITORING CONSTRUCTION AND SUBMITTING A

NOTICE OF CONSTRUCTION COMMENCEMENT AND AN AS-BUILT CERTIFICATION FOR THE

PROJECT UPON COMPLETION.

10. CONTRACTOR SHALL VERIFY THE SIZE, TYPE, END ELEVATIONS AND SLOPE OF ALL CULVERTS

THAT ARE DAMAGED OR WILL BE REPLACED DURING THE COURSE OF CONSTRUCTION.

CULVERTS AND MITERED END SECTIONS, OR HEADWALLS SHALL BE REPLACED WITH

EQUIVALENT MATERIALS AND CONSTRUCTION AS REQUIRED BY THE OWNER. THE

CONTRACTOR SHALL PROVIDE PRE AND POST CULVERT ELEVATIONS, MATERIAL AND SIZE ON

THE AS-BUILTS TO ENSURE COMPLIANCE.

RECORD DRAWING NOTES:

1. PRIOR TO CONSTRUCTION, THE CONTRACTOR WILL OBTAIN A COPY OF THE MINIMUM

REQUIREMENTS FOR AS-BUILT RECORD DRAWING ACCEPTANCE FOR THE AGENCY HAVING

JURISDICTION (AHJ) SUCH AS A COUNTY OR CITY, AND/OR A UTILITY SERVICE PROVIDER.

THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THESE REQUIREMENTS AND

PRODUCE AS-BUILT RECORD DRAWINGS THAT SUBSTANTIALLY COMPLY WITH OR EXCEED

THESE REQUIREMENTS.

2. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER OF RECORD REDLINE DRAWINGS

DEPICTING THE AS-BUILT CONDITION AT LEAST TWO (2) WEEKS PRIOR TO REQUESTING A

FINAL INSPECTION OF THE WORK TO BE CERTIFIED.

3. THE CONTRACTOR SHALL MAINTAIN RECORD DRAWINGS DURING CONSTRUCTION WHICH

SHOW THE AS-BUILT CONDITIONS OF ALL WORK INCLUDING PIPING, FITTINGS, DRAINAGE

STRUCTURES, POND TOPOGRAPHY, OUTLET STRUCTURE DIMENSIONS, GRADING, ELEVATIONS,

ETC. RECORD DRAWINGS SHALL BE PROVIDED TO THE ENGINEER OF RECORD PRIOR TO

REQUESTING A FINAL INSPECTION.

4. THE CONTRACTOR SHALL KEEP A DAILY SET OF AS-BUILT DRAWINGS WHILE THE WORK IS

BEING DONE AND IS VISIBLE AND EXPOSED ACCORDING TO THE CRITERIA CONTAINED

HEREIN.

5. THE OWNER RESERVES THE RIGHT TO REQUIRE THAT THE CONTRACTOR UNCOVER, RE-TEST,

AND/OR PERFORM ANY ACTION NECESSARY TO ENSURE THAT THE IMPROVEMENTS HAVE BEEN

CONSTRUCTED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.

6. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING SUFFICIENT AS-BUILT

INFORMATION TO CONVEY THAT THE CONSTRUCTION HAS BEEN COMPLETED WITHIN

ACCEPTABLE TOLERANCES. AS-BUILT INFORMATION SHALL INCLUDE BUT IS NOT LIMITED TO

THE FOLLOWING:

A.SANITARY SEWER:

1)TOP ELEVATION OF ALL MANHOLE FRAME AND COVERS.

2)INVERT OF EACH LINE ENTERING AND EXITING EACH MANHOLE STRUCTURE.

3)LENGTH OF EACH RUN OF MAIN BETWEEN MANHOLES (MEASURED FROM CENTER

TO CENTER OF MANHOLE)

4)PIPE SLOPE (GRADE) BETWEEN MANHOLES.

5)LOCATE ALL SERVICE WYES FROM THE DOWNSTREAM MANHOLE. PROVIDE A

LATERAL DEPTH AT THE LOT LINE AS WELL AS AN OFFSET DISTANCE FROM THE

MAIN.

6)LOCATE WITH MEASUREMENTS (MINIMUM TWO-POINT TIES) FROM PERMANENT

VISIBLE OBJECTS ALL FITTINGS, STUB-OUTS, ACCESSORIES, ETC. NOT VISIBLE

FROM THE SURFACE.

B.STORM DRAINAGE:

1)TOP ELEVATION OF EACH STRUCTURE FRAME AND COVER AS WELL AS THE TOP

ELEVATION OF ALL HEADWALLS, CONTROL STRUCTURES, ETC.

2)INVERT OF EACH LINE ENTERING AND EXITING EACH STRUCTURE.

3)INVERTS OF ALL PIPE OUTFALLS.

4)PIPE SLOPE (GRADE) BETWEEN STRUCTURES.

5)LENGTH OF RUN OF MAIN BETWEEN STORMWATER STRUCTURES (MEASURED FROM

CENTER TO CENTER OF STRUCTURE)

6)PROVIDE DIMENSIONS AND INVERTS FOR ALL UNDERDRAINS INCLUDING

FITTINGS AND CLEANOUTS.

7)POND TOPOGRAPHY:

i. CROSS-SECTIONS

ii. SAND CHIMNEY DIMENSIONS

iii. OVERFLOW STRUCTURE INFORMATION

8)LOCATE WITH MEASUREMENTS (MINIMUM TWO-POINT TIES) FROM PERMANENT

VISIBLE OBJECTS ALL FITTINGS, STUB-OUT, ACCESSORIES, ETC. NOT VISIBLE

FROM THE SURFACE.

C.PRESSURE MAINS (WATER AND SEWER):

1)ACTUAL LENGTH OF PIPE BETWEEN EACH BRANCH OR VALVE IN RUN.

2)LOCATE ALL FITTINGS WITH MEASUREMENTS (MINIMUM TWO-POINT TIES) FROM

PERMANENT VISIBLE OBJECTS ALL FITTINGS, STUB-OUT, ACCESSORIES, ETC. NOT

VISIBLE FROM THE SURFACE.

3)LIST THE DEPTH OF LINES AT ALL VALVES, FITTINGS, AND FIRE HYDRANTS.

4)DIMENSIONS WHICH CLEARLY DEMONSTRATE COMPLIANCE WITH MINIMUM

SEPARATION DISTANCES OR REQUIRED PIPE UPGRADES (ENCASEMENT).

D.OTHER IMPROVEMENTS:

1)LOCATE BUILDINGS, BRIDGES, SIDEWALKS, PAVEMENT, CURB AND GUTTER, ETC.

AS APPLICABLE.

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UTILITY NOTES:

1. ALL UTILITY CONSTRUCTION SHALL CONFORM TO THE TOWN OF CENTURY STANDARD

GUIDELINES AND SPECIFICATIONS, LATEST EDITION, AND STANDARD DETAILS.

2. THE EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. THE CONTRACTOR

SHALL FIELD LOCATE ALL EXISTING UTILITIES AS TO SIZE, LOCATION, AND ELEVATION. THE

CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY AND ALL CONFLICTS PRIOR TO

BEGINNING CONSTRUCTION.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND VERIFYING SIZE, TYPE,

LOCATION, AND ELEVATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND

NOTIFYING THE INVOLVED UTILITY PROVIDERS TO MAKE ANY NECESSARY ARRANGEMENTS

FOR RELOCATION, DISRUPTION OF SERVICE OR CLARIFICATION OF ACTIVITY REGARDING

SAID UTILITY. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN CROSSING AN

UNDERGROUND UTILITY, WHETHER SHOWN ON THESE PLANS OR FIELD LOCATED. THE

RESPECTIVE UTILITY PROVIDERS SHALL RELOCATE UTILITIES THAT INTERFERE WITH THE

PROPOSED CONSTRUCTION AND THE CONTRACTOR SHALL COOPERATE WITH THE UTILITY

PROVIDERS DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE CAUSED BY

THE INVOLVED UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT.

4. THE CONTRACTOR SHALL ADHERE TO FLORIDA STATUTE CHAPTER 556 AND THE SUNSHINE

811 OF FLORIDA. CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS AND THE SUNSHINE

UNDERGROUND NOTIFICATION CENTER AT 811 AT LEAST 48 HOURS PRIOR TO START OF

WORK. CONTRACTOR IS RESPONSIBLE FOR CONTINUAL MAINTENANCE OF ALL UTILITY

LOCATES, FLAGS, MARKINGS, ET CETERA THROUGH THE ENTIRE DURATION OF

CONSTRUCTION.

5. ALL VALVE BOXES SHALL BE SET FLUSH IN A CONCRETE COLLAR TO FINISH GRADE. ALL

CONCRETE VALVE COLLARS SHALL BE CIRCULAR PRECAST MEMBER WITH A MINIMUM

ANNULAR COVERAGE OF 6-INCHES.

6. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL CODES, RULES AND

REGULATIONS REGARDING UTILITY LOCATIONS. THE CONTRACTOR IS COMPLETELY AND

SOLELY RESPONSIBLE FOR ALL DAMAGES TO ANY UTILITIES CAUSED AS A RESULT OF, OR BY, THE CONSTRUCTION. THE LOCATION OF EXISTING UTILITIES ON THESE PLANS IS SHOWN IN

AN APPROXIMATE WAY ONLY AND WAS TAKEN FROM LIMITED FIELD LOCATES AND THE BEST

INFORMATION AVAILABLE. THE CONTRACTOR SHALL CONTACT FLORIDA POWER AND LIGHT

AND/OR AT&T TO SUPPORT OR RELOCATE EXISTING POLES DURING CONSTRUCTION IF

NECESSARY. THE CONTRACTOR SHALL PAY THE RESPECTIVE COMPANY FOR THIS WORK. THE

CONTRACTOR SHALL COORDINATE ALL OTHER UTILITY WORK OR CONNECTIONS WITH THE

APPROPRIATE UTILITY COMPANIES. UNDERGROUND UTILITIES MAY EXIST THAT ARE NOT

SHOWN.

7. ALL NEW UTILITY MAINS (POTABLE WATER, RECLAIMED WATER, OR SANITARY FORCEMAINS)

SHALL HAVE A MINIMUM COVER OF 30-INCHES AND A MAXIMUM COVER OF 36-INCHES,

UNLESS OTHERWISE NOTED.

8. AT TIMES WHEN PIPE INSTALLATION IS NOT IN PROGRESS, THE OPEN ENDS OF THE PIPE

SHALL BE CLOSED BY AN APPROVED MEANS AND SHALL REMAIN CLOSED UNTIL

CONSTRUCTION OF THAT PARTICULAR SECTION IS RESUMED. NO OPEN TRENCHES WILL BE

ALLOWED WHEN PIPE INSTALLATION IS NOT IN PROGRESS. THE TERMINAL JOINT MAY BE

LEFT EXPOSED IN AN OPEN TRENCH, PROVIDED ADEQUATE SAFETY BARRICADES ARE

INSTALLED BY THE CONTRACTOR.

9. CONNECTIONS TO EXISTING WATER AND SEWER FACILITIES SHALL BE COORDINATED WITH

THE TOWN OF CENTURY AT (850)256-3208, PRIOR TO MAKING CONNECTIONS. A

REPRESENTATIVE OF THE TOWN OF CENTURY SHALL WITNESS ALL CONNECTIONS AND

OPERATE ALL VALVES.

10. PRESSURE PIPES SHALL BE ADJUSTED VERTICALLY GRADUALLY WITHOUT THE USE OF

FITTINGS AS REQUIRED TO ACCOMMODATE EXISTING UTILITIES. IF GRADUAL LOWERING IS

NOT POSSIBLE, APPROPRIATE FITTINGS AND JOINT RESTRAINT SHALL BE PROVIDED TO

AVOID THE EXISTING CONFLICT. NO FITTINGS GREATER THAN 45° WILL BE ALLOWED.

SEPARATION SHALL BE A MINIMUM OF 18” UNLESS OTHERWISE NOTED ON THE PLANS.

CONTRACTOR SHALL REFERENCE PLAN NOTES AND CONFLICT DETAILS FOR ADDITIONAL

GUIDANCE.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL NECESSARY ARRANGEMENTS

WITH GOVERNMENTAL DEPARTMENTS, PUBLIC UTILITIES, PUBLIC CARRIERS, SERVICE

COMPANIES, AND CORPORATIONS OWNING OR CONTROLLING ROADWAYS, RAILWAYS, WATER,

SEWER, GAS, ELECTRICAL, TELEPHONE, AND TELEGRAPH FACILITIES, SUCH AS PAVEMENTS,

TRACKS, PIPING, WIRES, CABLES, CONDUITS, POLES, GUYS, OR OTHER SIMILAR FACILITIES, INCLUDING INCIDENTAL STRUCTURES CONNECTED THEREWITH THAT ARE ENCOUNTERED IN

THE WORK IN ORDER THAT SUCH ITEMS MAY BE PROPERLY SUPPORTED, PROTECTED OR

LOCATED.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF PRIVATELY

(HOMEOWNER/HOA) OWNED UNDERGROUND UTILITIES SUCH AS SPRINKLER SYSTEMS,

SEPTIC DRAIN LINES, UNDERDRAINS, ETC. THAT ARE DAMAGED OR DESTROYED DURING

CONSTRUCTION.

13. IN LOCATIONS WHERE CONSTRUCTION IS SHOWN CROSSING EXISTING UTILITIES, THE

CONTRACTOR SHALL POTHOLE THE EXISTING UTILITIES TO CONFIRM LOCATION, SIZE AND

DEPTH IN ADVANCE OF CONSTRUCTION. CONTRACTOR SHALL USE THE POTHOLE

INFORMATION TO PROVIDE THE REQUIRED CLEARANCE BETWEEN THE PROPOSED UTILITY

LINE ABOVE OR BELOW THE EXISTING UTILITIES.

14. CONTRACTOR SHALL COORDINATE SERVICE OUTAGES RELATED TO UTILITY TIE-INS WITH

TOWN OF CENTURY STAFF. CONTRACTOR IS ADVISED THAT TIE-INS MAY NEED TO BE MADE

OVERNIGHT DURING OFF-PEAK HOURS.

15. GRAVITY SANITARY SEWER PIPE LENGTHS SHOWN ON THE PLANS ARE FROM CENTER OF

MANHOLE TO CENTER OF MANHOLE.

16. MANHOLE LOCATIONS ARE TO BE STAKED/PAINTED (IN ROADWAY) BY THE CONTRACTOR IN

THE FIELD FOR THE ENGINEER'S REVIEW PRIOR TO PLACING MANHOLES.

17. MANHOLE TOP ELEVATIONS SHOWN ARE APPROXIMATE ONLY. IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THE TOP ELEVATIONS ARE SET FLUSH

WITH THE FINAL GRADE, UNLESS SPECIFICALLY NOTED OTHERWISE ON THE CONSTRUCTION

PLANS.

18. FOR CONNECTION OF PROPOSED SEWER TO EXISTING MANHOLES, THE CONTRACTOR SHALL

CORE EXISTING MANHOLE AND CONNECT THE PROPOSED SEWER LINE TO THE EXISTING

MANHOLE WITH A FLEXIBLE BOOT OR ENGINEER APPROVED CONNECTION IN ACCORDANCE

WITH THE SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE A WATERTIGHT CONNECTION

AND RE-SHAPE THE MANHOLE INVERT TO ACCOMMODATE THE NEW PIPE AND FLOW.

CONTRACTOR SHALL PREVENT ANY DEBRIS FROM EXITING THE MANHOLE DURING THE

CORING OPERATION AND ALL CORING DEBRIS SHALL BE REMOVED FROM THE MANHOLE AND

SEWER LINES ONCE THE CONNECTION IS MADE.

19. 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:

WATER/SEWER - TOWN OF CENTURY

MR. KEVIN MERCHANT

PH: (850) 256-3208

WATER/SEWER - TOWN OF CENTURY

MR. GARY SMALL

PH: (850) 256-3208

TELEPHONE -AT&T FLORIDA

MR. MIKE SMITH

PH: (251) 591-6630

ELECTRIC - FLORIDA POWER & LIGHT

MR. STEPHEN HARRIS

PH: (850) 444-6895

ELECTRIC - ESCAMBIA RIVER ELECTRIC CO-OP

MR. ALAN MITCHEM

PH: (850) 791-1687

FIBER OPTIC - UNITI FIBER

MR. KYLE HILL

PH: (850) 544-1400

CABLE - SPECTRUM

MR. JOEY PRIDGEN

PH: (205) 209-2028

20. 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.

21. 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.

22. CONTRACTOR SHALL USE CAUTION WHEN WORKING IN OR AROUND AREAS OF OVERHEAD

TRANSMISSION LINES AND UNDERGROUND UTILITIES.

23. 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.

24. ALL WATER SYSTEM COMPONENTS THAT COME INTO CONTACT WITH DRINKING WATER SHALL

CONFORM TO NSF-61.

25. CCTV INSPECTION IS REQUIRED ON ALL NEWLY INSTALLED SANITARY SEWER MAINS AND

LATERALS.

26. ALL BENDS, FITTINGS, AND COUPLINGS SHALL BE SUITABLY RESTRAINED AGAINST THRUST ON ALL NEW OR MOIDIFIED PRESSURE PIPE. ALL FITTINGS ON PRESSURE PIPE SHALL UTILIZE

FLANGED OR APPROVED EQUAL RESTRAINT DEVICES (SEE DETAILS).

27. PLANS AND SPECIFICATIONS REQUIRE THAT BACKFILL BE PLACED ALONG SIDE AND OVER ALL

NEWLY INSTALLED UTILITIES. COMPACTION TESTS SHALL BE TAKEN TO VERIFY BACKFILL IN

ACCORDANCE WITH THE SPECIFICATIONS.

28. ALL PIPE INSTALLATION SHALL BE DIRECT BURY UNLESS SPECIFICALLY NOTED OTHERWISE.

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LEGEND:

SET BENCHMARK

SET 1/2" DIA RED CAPPED IRON ROD (No. 7916) FOUND 1/2" DIA CAPPED IRON ROD (No. 0155)

FOUND 1/2" DIA CAPPED IRON ROD (ILLEGIBLE)

FOUND 1/2" DIA IRON ROD (UNNUMBERED)

FOUND 1" DIA IRON PIPE (UNNUMBERED)

DENOTES LINE SHOWN NOT TO SCALE

DENOTES WOOD UTILITY POLE

DENOTES GUY WIRE ANCHOR

DENOTES SINGLE SUPPORT SIGN

DENOTES MULTIPLE SUPPORT SIGN

DENOTES MAILBOX

DENOTES BORE

DENOTES TREE (SIZE AND TYPE)

DENOTES WETLAND FLAG (MARKED BY OTHERS)

DENOTES COMMUNICATIONS VAULT

DENOTES BURIED FIBER OPTIC CABLE MARKER

DENOTES FIRE HYDRANT

DENOTES SANITARY SEWER MANHOLE

DENOTES TEMPORARY BENCHMARK

DENOTES TELEPHONE PEDESTAL

DENOTES WATER METER

DENOTES WATER VALVE

DENOTES SPOT ELEVATION

DENOTES ELEVATION CONTOUR LINE

AT ONE FOOT INTERVALS

DENOTES BURIED TELEPHONE LINE

DENOTES FORCE MAIN

DENOTES GAS LINE

DENOTES OVERHEAD UTILITIES

DENOTES WATER LINE

DENOTES RECLAIMED WATER LINE

DENOTES GUARDRAIL

DENOTES TREE LINE

DENOTES WETLAND LINE

BFE DENOTES BASE FLOOD ELEVATION

BM DENOTES BENCHMARK

CMP DENOTES CORRUGATED METAL PIPE

DIA DENOTES DIAMETER

EL DENOTES ELEVATION

EOP DENOTES EDGE OF PAVEMENT

(F) DENOTES FIELD INFORMATION

(MFH) DENOTES MINIMAL FLOOD HAZARD

No. DENOTES NUMBER

RCP DENOTES REINFORCED CONCRETE PIPE

R/W DENOTES RIGHT-OF-WAY

DENOTES ASPHALT

DENOTES WETLANDS

DENOTES WATER BODY

CONCRETE

+ 6.00

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VALVE

PIGGING STATION

DOUBLE ROW OF SILT FENCING w/HAYBALES

HAY BALE

SANDBAG

FLOATING TURBIDITY CURTAIN

SOLID SLEEVE CONNECTION

FLUSH HYDRANT

EXISTING TREE REMOVAL

ASPHALT

CONCRETE

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EROSION AND SEDIMENT CONTROL NOTES:

1. FOR ALL PROJECTS WHICH DISTURB MORE THAN ONE ACRE OF AREA, THE CONTRACTOR IS WHOLLY RESPONSIBLE FOR PREPARING, SUBMITTING, AND ACQUIRING THE FDEP/NPDES PERMIT, INCLUDING THE REQUIRED STORMWATER POLLUTION PREVENTION PLAN (SWPPP). THE CONTRACTOR SHALL SUBMIT A NOTICE OF INTENT TO FDEP NO LESS THAN 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ENSURING THAT THE PROJECT COMPLIES WITH THE PERMIT CONDITIONS (INCLUDING THE REQUIRED NPDES INSPECTIONS AND DOCUMENTATION) AND APPLICABLE LOCAL, STATE, AND FEDERAL WATER QUALITY STANDARDS DURING CONSTRUCTION. THE CONSTRUCTION DOCUMENTS CONTAIN ONLY THE MINIMUM REQUIREMENTS FOR EROSION AND SEDIMENT CONTROL. ANY AND ALL COSTS ASSOCIATED WITH OBTAINING THE NPDES PERMIT OR COMPLYING WITH

THE PERMIT REQUIREMENTS SHALL BE BORNE BY THE CONTRACTOR.

2. WHEN REQUIRED, THE CONTRACTOR SHALL DEVELOP AND IMPLEMENT A SWPPP ACCORDING TO EPA/FDEP CRITERIA TO MINIMIZE EROSION AND ENSURE PROPER FUNCTIONING OF THE STORMWATER MANAGEMENT SYSTEM UPON COMPLETION OF CONSTRUCTION. IN ADDITION TO MEETING EPA/FDEP NPDES CRITERIA, THE SWPPP SHALL BE SUBMITTED TO AND COMPLY WITH ANY REQUIREMENTS OF THE LOCAL AGENCY HAVING JURISDICTION. A COPY OF THE APPROVED STORMWATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE KEPT

ON SITE AT ALL TIMES FOR REVIEW AS MAY BE REQUIRED.

3. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL LAWS AND ALL REGULATIONS CONTROLLING POLLUTION OF

THE ENVIRONMENT.

4. CONTRACTOR SHALL EXECUTE ALL MEASURES AND IMPLEMENT ALL BEST MANAGEMENT PRACTICES NECESSARY TO LIMIT THE TRANSPORTATION OF SEDIMENTS OUTSIDE THE LIMITS OF THE PROJECT. THE EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE START OF CONSTRUCTION AND MUST REMAIN IN SATISFACTORY OPERATION UNTIL THE PROJECT IS FULLY COMPLETED AND ACCEPTED AND UNTIL THE PERMANENT EROSION CONTROL MEASURES ARE ESTABLISHED AND CAPABLE OF PROVIDING EROSION AND SILTATION CONTROL. CONTRACTOR SHALL PROVIDE ROUTINE MAINTENANCE ON TEMPORARY EROSION CONTROL MEASURES AT HIS EXPENSE. CONTRACTOR SHALL CONTINUALLY MONITOR WEATHER AND SITE CONDITIONS AND SHALL PROVIDE CONTINUOUS MONITORING OF EROSION AND SEDIMENT CONTROLS AND SHALL DOCUMENT ALL CORRECTIVE MEASURES.

5. INLETS AND CATCH BASINS SHALL BE PROTECTED FROM SEDIMENTATION RESULTING FROM SURFACE RUNOFF UNTIL COMPLETION OF ALL CONSTRUCTION OPERATIONS THAT MAY CAUSE SEDIMENT TO RUN OFF. FILTER FABRIC SHALL BE PLACED AND MAINTAINED UNDER THE GRATE AND FILTER SOCKS SHALL BE PLACED IN FRONT OF THE THROAT OF CURB INLETS DURING CONSTRUCTION AND SHALL BE

MAINTAINED FOR THE DURATION OF THE PROJECT CONSTRUCTION.

6. ALL DISTURBED AREAS WHICH ARE NOT PAVED SHALL BE SEEDED, FERTILIZED AND MULCHED, HYDROSEEDED, OR SODDED AS REQUIRED, UNLESS NOTED OTHERWISE. SOD PINS SHALL BE USED FOR ALL SOD PLACED ON SLOPES STEEPER THAN 3:1. AREAS OF ESTABLISHED SOD OR GROUND COVER SHALL BE REPLACED IN KIND TO MATCH THE EXISTING CONDITIONS PRIOR TO CONSTRUCTION

COMMENCEMENT.

7. PERMANENT GRASSING SHALL BE INSTALLED AND MAINTAINED ON ALL EXPOSED SLOPES AND DISTURBED AREAS WITHIN 48 HOURS OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION, OR TURBID DISCHARGES. A VEGETATIVE COVER THAT STABILIZES AND PREVENTS EROSION SHALL BE ESTABLISHED WITHIN 60 DAYS OF PERMANENT GRASSING INSTALLATION. UPON ESTABLISHMENT OF A SUBSTANTIAL VEGETATIVE COVER, ALL TURBIDITY BARRIERS AND

EROSION CONTROL MEASURES SHALL BE REMOVED.

8. ALL EROSION AND SEDIMENT CONTROLS SHALL BE CONSISTENT WITH PERFORMANCE STANDARDS FOR EROSION AND SEDIMENT CONTROL AND STORMWATER TREATMENT SET FORTH IN SECTION 62-40.432, OF THE FLORIDA ADMINISTRATIVE CODE, AS WELL AS THE APPLICABLE STORMWATER OR ENVIRONMENTAL RESOURCE PERMITTING REQUIREMENTS OF FDEP, THE APPLICABLE WATER MANAGEMENT DISTRICT, THE US ENVIRONMENTAL PROTECTION AGENCY AND THE GUIDELINES CONTAINED IN THE STATE OF FLORIDA EROSION AND

SEDIMENT CONTROL DESIGNER AND REVIEWER MANUAL (LATEST VERSION).

9. TEMPORARY SEDIMENT CONTROL MEASURES INCLUDE, BUT ARE NOT LIMITED TO: SILT FENCING; CONSTRUCTION OF SEDIMENT CHECK DAMS; CONSTRUCTION EXITS, FLOATING TURBIDITY CURTAINS, FILTER SOCKS; SEEDING AND MULCHING, ETC. PERMANENT SEDIMENT CONTROL MEASURES INCLUDE BUT ARE NOT LIMITED TO: PERMANENT GRASSING; EROSION BLANKETS; RIP RAP, ETC. MINIMUM STABILIZATION MEASURES ARE DETAILED ON THE CONSTRUCTION PLANS. THE CONTRACTOR SHALL INCLUDE ANY AND ALL MEASURES NECESSARY TO STABILIZE THE SITE, CONTROL EROSION, AND PREVENT SEDIMENT FROM ESCAPING THE SITE. THE CONTROL OF EROSION ON THE SITE COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS.

10. CONSTRUCTION OPERATIONS SHALL BE SCHEDULED AND PERFORMED SO THAT PREVENTATIVE EROSION CONTROL MEASURES ARE IN PLACE PRIOR TO EXCAVATION. TEMPORARY STABILIZATION MEASURES SHALL BE IN PLACE IMMEDIATELY FOLLOWING CLEARING, BACKFILLING AND/OR GRADING OPERATIONS.

11. SPECIAL PRECAUTIONS WILL BE TAKEN IN THE USE OF CONSTRUCTION EQUIPMENT TO PREVENT SITUATIONS THAT PROMOTE EROSION.

12. CLEANUP WILL BE DONE IN A MANNER TO INSURE THAT EROSION CONTROL MEASURES ARE NOT DISTURBED.

13. THE PROJECT WILL BE CONTINUALLY INSPECTED FOR SOIL EROSION AND SEDIMENT CONTROL COMPLIANCE. DEFICIENCIES WILL BE

CORRECTED BY THE CONTRACTOR WITHIN 24 HOURS.

14. TEMPORARY EROSION CONTROL MEASURES SHALL BE COMPLETELY REMOVED BY THE CONTRACTOR UPON ESTABLISHMENT OF

PERMANENT CONTROL MEASURES OR WHEN DIRECTED BY THE OWNER.

15. THE CONTRACTOR SHALL RESTORE ALL DISTURBED RIGHTS-OF-WAY IN ACCORDANCE WITH THE LATEST EDITION OF THE FLORIDA

DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, OR THE REQUIREMENTS OF THE LOCAL AGENCY HAVING JURISDICTION

(AHJ).

16. THE CONTRACTOR SHALL COMPLETE SITE RESTORATION AS THE PROJECT PROGRESSES.

17. THE CONTRACTOR SHALL INSTALL PRIOR TO THE START OF CONSTRUCTION AND MAINTAIN DURING CONSTRUCTION ALL SEDIMENT

CONTROL MEASURES AS REQUIRED TO RETAIN ALL SEDIMENTS ON SITE. IMPROPER SEDIMENT CONTROL MEASURES MAY RESULT IN A

CODE ENFORCEMENT VIOLATION.

18. THE CONTRACTOR IS RESPONSIBLE FOR PREVENTING TRACKING OF SOIL FROM THE SITE ONTO ADJACENT ROADWAYS. IN ADDITION TO THE INSTALLATION OF A CONSTRUCTION EXIT THE CONTRACTOR WILL BE RESPONSIBLE FOR SWEEPING ROADWAYS AS REQUIRED.

19. CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO CONTROL TURBIDITY IN SURROUNDING WATERS INCLUDING, BUT NOT LIMITED TO, THE INSTALLATION OF TURBIDITY BARRIERS AT ALL LOCATIONS WHERE THE POSSIBILITY OF TRANSFERRING SUSPENDED SOLIDS INTO THE RECEIVING BODY OF WATER EXISTS DUE TO THE PROPOSED WORK. TURBIDITY BARRIERS MUST BE MAINTAINED AT ALL LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND DISTURBED SOIL AREAS ARE STABILIZED. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVING THE BARRIERS AND ANY ACCUMULATED SILT AT THE COMPLETION OF CONSTRUCTION AND PERMANENT STABILIZATION. AT NO TIME SHALL THERE BE ANY OFF-SITE DISCHARGE WHICH VIOLATES THE WATER QUALITY STANDARDS OF THE

FLORIDA ADMINISTRATIVE CODE.

20. THE CONTRACTOR IS RESPONSIBLE FOR THE CONTROL OF DUST AND OTHER AIRBORNE POLLUTANTS DURING CONSTRUCTION. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS AT THE CONTRACTOR'S DISCRETION.

21. AT ALL TIMES DURING AND AFTER DEVELOPMENT, CLEARED AREAS SHALL BE STABILIZED. FINAL STABILIZATION MEASURES SHALL BE IN

PLACE WITHIN FOURTEEN (14) DAYS OF FINAL GRADING.

22. ALL CONTROL MEASURES SHALL COMPLY WITH THE MANAGEMENT PRACTICES CONTAINED IN THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION'S “EROSION & SEDIMENT CONTROL DESIGNER AND REVIEWER'S MANUAL” LATEST EDITION.

23. ANY SEDIMENT OR DEBRIS THAT LEAVES THE DEVELOPMENT SITE SHALL BE PROPERLY RECOVERED BY THE BUILDING PERMIT HOLDER.

24. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MANAGE ALL SEDIMENT AND EROSION CONTROL MEASURES AS REQUIRED BY REGULATORY AGENCIES.

25. NO CLEARING, GRADING, EXCAVATING, FILLING, OR OTHER DISTURBANCE OF THE NATURAL TERRAIN SHALL OCCUR UNTIL EROSION AND

SEDIMENTATION CONTROL MEASURES HAVE BEEN INSTALLED, EXCEPT THOSE OPERATIONS NEEDED TO IMPLEMENT THESE MEASURES.

PINNING STAKE

NOT TO SCALE

SILT FENCE DETAIL

(M

IN

NATURAL GRADE

COMPACTED FILL

6"

6"

(M

IN

HAY BALE

WOODEN OR METAL

(TYPE "B" ONLY)

MESH

POLYETHYLENE

*6"x6" WIRE MESH

FENCE STAKE

DIRECTION OF RUNOFF WATERS

BUTTING SILT FENCE DETAIL

FIRST FENCE

NOT TO SCALE

GROUND AND BURY FLAP.

DRIVE BOTH POSTS ABOUT 12" INTO THE

TIGHT SEAL WITH THE FABRIC MATERIAL.

CLOCKWISE DIRECTION TO CREATE A

ROTATE BOTH POSTS AT LEAST 180° IN A

FENCE INSIDE THE END POST OF THE

PLACE THE END POST OF THE SECOND

FIRST POST.

SECOND FENCE

SILT FENCE DROP INLET

SEDIMENT BARRIER DETAIL

NOT TO SCALE

PLAN VIEW

A

A

FLOW

LESS THAN

5% SLOPE

DRAIN

GRATE

TE

M

PO

R A R Y

D

IK

E

IF

N

EE

D

ED

SECTION A-A

36" MAX.

18" MAX.

12" MIN.

DROP

INLET

PONDING HT.

2x4 WOOD FRAME

4 SIDES OF D.I.

TOP FRAME NECESSARY

FOR STABILITY

ATTACH FILTER FABRIC

SECURILY TO 2x4 WOOD

FRAME, OVERLAPPING

FABRIC TO NEXT STAKE

* ALL SILT FENCING THAT PROTECTS JURISDICTIONAL

WETLANDS MUST BE TYPE "B" SILT FENCING. ALL OTHER

AREAS MAY USE POLYETHYLENE MESH SILT FENCING.

NOT TO SCALE

DOUBLE ROW STAKED SILT FENCE DETAIL

(M

IN

4" TYP.

4" TYP.

(M

IN

STAKED AND TRENCHED

SILT FENCE

NATURAL GRADE

PINNING STAKE

HAY BALE

* ALL SILT FENCING THAT PROTECTS JURISDICTIONAL

WETLANDS MUST BE TYPE "B" SILT FENCING. ALL

OTHER AREAS MUST USE POLYETHELENE MESH SILT

FENCING.

WIRE REINFORCED

STAKED AND TRENCHED

SILT FENCE

SURFACE RUNOFF

3' MIN.

NOTES:

1. DROP INLET SEDIMENT BARRIERS ARE TO BE

USED FOR SMALL, NEARLY LEVEL DRAINAGE

AREAS. (LESS THAN 5%)

2. USE 2x4 WOOD OR EQUIVALENT METAL

STAKES, (3 FT. MIN. LENGTH)

3. INSTALL 2x4 WOOD TOP FRAME TO INSURE

STABILITY.

4. THE TOP OF THE FRAME (PONDING HEIGHT)

MUST BE WELL BELOW THE GROUND ELEVATION

DOWNSLOPE TO PREVENT RUNOFF FROM BY-

PASSING THE INLET. A TEMPORARY DIKE MAY

BE NECESSARY ON THE DOWNSLOPE SIDE OF

THE STRUCTURE.

5. FILTER FABRIC SHALL BE PLACED AND

MAINTAINED UNDER THE GRATE.

STONE CHECK DAM DETAIL

NOT TO SCALE

NOTE:

KEY STONE INTO THE DITCH BANKS AND EXTEND IT BEYOND

THE ABUTMENTS A MINIMUM OF 18" TO PREVENT OVER FLOW

AROUND DAM. CENTER OF STONE SHALL BE LOWER THAN ENDS.

VIEW LOOKING UPSTREAM

SECTION A-A

FLOW

STONE SHALL BE F.D.O.T.

No.1 COARSE AGGREGATE

(1.5" - 3" STONE)

A

A

6"

18"

C-003

TYPE 2

D

EP

TH

S

EE

N O

TE

5/16-INCH GALVANIZED WIRE ROPE

LOAD LINES WITH HEAVY VINYL COATING

SUPPORTING FLOTATION

(8-INCH EQUIVALENT)

WATER SURFACE ELEVATION (WSL)

5/16-INCH BALLAST CHAIN

(GALVANIZED)(TYP.)

NYLON REINFORCED VINYL

SLOTTED CONNECTOR PIPE

OR POLYPROPYLENE ROPE

OR GROMMET CONNECTION

PLAN VIEW - INSTALLATION FOR SHORELINE WORK

LAND ANCHORING

SEE NOTE 6

CONSTRUCTION AREA

EXISTING SHORELINE (TYP.)

STAKE (TYP.)

SEE NOTE 4

TURBIDITY CURTAIN

SECTION (TYP.)

ANCHOR (TYP.)

SEE NOTES 4 & 5

MOORING LINE WITH SUPPORTING

FLOTATION (TYP.)

SEE NOTE 7

TURBID WATER

CLEAR WATER

NOTES:

1. SELECT A FLOATING TURBIDITY CURTAIN TYPE TO SUIT THE SITE

CONDITIONS AND MEET EROSION CONTROL AND WATER QUALITY

REQUIREMENTS. SUBMIT DETAILS AND SPECIFICATIONS OF THE

SELECTED CURTAIN TYPE FOR APPROVAL PRIOR TO INSTALLATION.

2. INSTALL FLOATING TURBIDITY CURTAINS BEFORE THE START OF ANY

CONSTRUCTION ACTIVITIES THAT COULD IMPACT THE AREA OF

CONCERN.

3. INSTALL FLOATING TURBIDITY CURTAINS AS SHOWN ON THE PLANS.

DO NOT INSTALL CURTAINS ACROSS THE MAIN FLOW OF A

SIGNIFICANT MOVING WATER BODY. DO NOT INSTALL CURTAINS

WHERE THE FLOW OF WATER WILL REMOVE ACCUMULATED SEDIMENT

OR SIGNIFICANTLY MOVE THE CURTAIN.

4. INSTALL FLOATING TURBIDITY CURTAIN STAKES IN A VERTICAL

POSITION UNLESS OTHERWISE DIRECTED. INSTALL ANCHORS AND

STAKES AT N0 MORE THAN 100-FOOT SPACING.

5. FOR TYPE 1 FLOATING TURBIDITY CURTAINS, INSTALL ANCHORS MADE

OF WOODEN STAKES (2-INCH BY 4-INCH RECTANGULAR OR 21

2-INCH

MINIMUM DIAMETER) OR METAL STAKES (11

3 POUNDS PER LINEAR

FOOT). FOR TYPE 2 AND 3 CURTAINS, INSTALL ANCHORS THAT ARE

EITHER WEIGHTED OR THAT DIG INTO THE CHANNEL BOTTOM.

6. EXTEND THE ENDS OF FLOATING TURBIDITY CURTAINS WELL UP INTO

THE SHORELINE AS APPROVED, ESPECIALLY IF HIGH WATER

CONDITIONS ARE EXPECTED. SECURE THE ENDS FIRMLY TO THE

SHORELINE (PREFERABLY TO RIGID BODIES SUCH AS TREES OR PILES)

TO FULLY ENCLOSE THE AREA WHERE SEDIMENT MAY ENTER INTO THE

WATER BODY.

7. PROVIDE MINIMUM 12-INCH NYLON ROPE FOR ADJUSTMENT LINE FOR

MOORING SYSTEM. ENSURE THE MOORING LINE IS SECURELY

ATTACHED AND IS SUFFICIENTLY BUOYANT TO REMAIN AFLOAT UNDER

NORMAL LOAD CONDITIONS.

8. FOR TYPE 1 AND 2 FLOATING TURBIDITY CURTAINS, EXTEND THE NYLON

REINFORCED VINYL FABRIC THROUGH THE ENTIRE DEPTH OF THE

WATER (TOP THE CHANNEL BOTTOM) UNLESS TIDAL ACTIONS ARE

PRESENT.

9. REMOVE CAPTURED SEDIMENT BEHIND FLOATING TURBIDITY CURTAINS

PRIOR TO REMOVING CURTAINS. DO NOT DISPERSE SEDIMENT INTO

ADJACENT WATER BODY.

FLOATING TURBIDITY CURTAINS

6" MIN.

SYNTHETIC BALE BARRIER CONSTRUCTION

4"

4" MIN. COMPACTED SOIL

STAKED AND ENTRENCHED SYNTHETIC BALE

SLOPESLOPE

BALES SHALL BE PLACED IN A SINGLE ROW, LENGTHWISE, WITH ENDS OF ADJACENT BALES TIGHTLY ABUTTING ONE ANOTHER. ALL BALES SHALL BE SECURELY ANCHORED BY AT LEAST TWO STAKES OR REBARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE TO FORCE THE BALES TOGETHER. CONTRACTOR SHALL WEDGE OR CHINK LOOSE STRAW BETWEEN BALES.

INSPECTION SHALL BE FREQUENT AND REPAIR OR REPLACEMENT SHALL BE MADE AS PROMPTLY AS NEEDED.

SYNTHETIC BALE BARRIERS SHALL BE REMOVED AFTER THEY HAVE SERVED THEIR USEFULNESS, BUT NOT BEFORE THE UPSLOPE AREAS HAVE BEEN PERMANENTLY STABILIZED. SYNTHETIC BALE BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED BALES, END RUNS AND UNDERCUTTING BENEATH BALES.

BUILDING WIRE

OR TWINE

2-2"x2" WOODEN STAKE OR 2-#5 REBARS

(WITH SAFETY CAPS)

HAY BALE DETAIL

NOT TO SCALE

TURBIDITY CURTAIN DETAIL

NOT TO SCALE

R

M

ES

I\

\1

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C D

B G

-D R C en tu ry D ra in ag e

D es ig n\

D W

G \S he et s\

G en er al

N ot es .d w g, /6

/2

1:

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SURVEY

NUMBER

PROJECT

NUMBER

FB

3-

, 2 5-

P

P.

2-

, 6 9-

-5 N

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DRAWING

NUMBER

N U

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IS

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D

D R

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N B

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D A

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A

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R

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B

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FE

B

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D A

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D B

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PA

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D

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D A

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8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC) 8''SS (PVC)

2''G(STL) 2''G(STL)

2''G(STL) 2''G(STL) 2''G(STL) 2''G(STL)

GUARD RAIL ON

TOP OF CONCRETE

BLOCK HEADWALL

OHU

OHU

OHU OHU OHU OHU OHU OHU OHU

O H

U

O H

U

O H

U

OHU

OHU OHU

OHU

OHU

OHU

OHU

EM

S

A4

C4

C3

A5

A7

A8

B2

E5

E4

E3

F2

F3

F1

W 6''PVC

W 6''PVC 6''W (CI) 6''W (CI) 6''W (CI) 6''W (CI) 6''W (CI)

GUARD RAIL ON

TOP ON CONCRETE

BLOCK HEADWALL

BROKEN

CONCRETE

HEADWALL

EDGE OF W

ATER

EDGE OF WATER

EDGE OF WATER

SANITARY SEWER MANHOLE

TOP ELEVATION=75.56'

NORTH INVERT(HIGHER)=69.03'

NORTH INVERT(LOWER)=66.65'

SOUTH INVERT=66.75'

S 08°49'14" W 544.74'(F)

RIP RAP

RIP RAP

BM 25-06-17A

NAIL & DISK (No. 7916)

ELEVATION=75.19'

ALGER ROAD

(50' PUBLIC

RIGHT-OF-WAY)

BM 25-06-17B

NAIL & DISK (No. 7916)

ELEVATION=75.64'

EOP

EOP

EOP

EOP

EOP

EOP

UNNAMED CREEK

05-5N-30-2421-000-005

LEWIS DONNA F & HAMMAC

ALTON D & HAMMAC KENNETH E

8300 BLK N CENTURY BLVD

CENTURY, FL 32535

USE: VACANT RESIDENTIAL

05-5N-30-2423-000-002

STOKES GRACE

GRAHAM CRYSTAL DAWN

8221 CENTURY BLVD

CENTURY, FL 32535

USE: STORE, 1 STORY

05-5N-30-2406-000-001

SALAZAR ROLANDO R

8011 ALGER RD

CENTURY, FL 32535

USE: SINGLE FAMILY RESID

05-5N-30-2423-000-000

CARTER RONALD L & CARTER ROSA MITCHELL

8021 ALGER RD

CENTURY, FL 32535

USE: SINGLE FAMILY RESID

EAST RIGHT-OF-WAY

WEST RIGHT-OF-WAY

SPEED LIMIT

(25MPH)

DITCH

X

6" WOOD

PRIVACY FENCE

CONCRETE BLOCK

FOUNDATION

DIRT

DRIVEWAY

BROKEN ASPHALT AND

CONCRETE RIP-RAP

6"W (PVC) INSIDE

STEEL CASING

62"x 31" CMP (LINED)

INV IN (W) = 68.90

INV OUT (E) = 67.19

18" CMP (LINED)

INV IN…