451524-1-38-01_02_CIVIL_S&S_.pdf

FINANCIAL PROJECT IDCOUNTYROAD NO.

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2255 KILLEARN CENTER BLVD.

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TALLAHASSEE, FLORIDA 32309

TEL. (850) 224-4400

GENERAL NOTES

C101

GENERAL CONSTRUCTION NOTES

1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND ENGINEER AND THEIR

RESPECTIVE REPRESENTATIVES, AGENTS, AND EMPLOYEES, IN BOTH INDIVIDUAL AND OFFICIAL CAPACITIES, AGAINST ALL LAWSUITS, CLAIMS, DAMAGES, LOSSES, AND EXPENSES, INCLUDING ATTORNEY FEES, CAUSED BY, RESULTING FROM, AND/OR INCIDENTAL TO THE PERFORMANCE OF THE WORK UNDER THIS CONTRACT TO THE FULL EXTENT AS ALLOWED BY THE LAWS OF THE STATE OF FLORIDA AND NOT BEYOND ANY EXTENT WHICH WOULD RENDER THESE PROVISIONS VOID OR UNENFORCEABLE. IN THE EVENT OF ANY SUCH INJURY, DEATH, LOSS, OR DAMAGE, OR CLAIMS THEREOF, THE CONTRACTOR SHALL GIVE PROMPT NOTICE TO THE OWNER AND

THE ENGINEER.

DEFINITIONS

1. OWNER: ESCAMBIA COUNTY/EMERALD COAST REGIONAL COUNCIL.

2. ENGINEER: OWNER'S DESIGNATED REPRESENTATIVE FOR CONSTRUCTION, OBSERVATION, AND

ADMINISTRATION.

3. ENGINEER OF RECORD (EOR): ENGINEER WHOSE NAME AND SEAL IS AFFIXED TO THE DRAWINGS AND

SPECIFICATIONS OF APPLICABLE WORK.

GENERAL NOTES:

1. ALL WORK PERFORMED SHALL BE GOVERNED BY THE FOLLOWING STANDARDS:

1.A. FLORIDA BUILDING CODE: 2023

1.B. FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD PLANS FOR ROAD AND BRIDGE

CONSTRUCTION: FY2024-25

1.C. FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION: FY2024-25

1.D. EMERALD COAST UTILITIES AUTHORITY ENGINEERING MANUAL DATED SEPTEMBER 1, 2016

2. THE CONTRACTOR SHALL INVESTIGATE THE PROJECT SITE DURING BIDDING AND PRIOR TO INITIATING ANY CONSTRUCTION. PRIOR TO INITIATING WORK, CONTRACTOR SHALL PHOTOGRAPHICALLY DOCUMENT THE CONDITIONS IN AND AROUND THE ESCAMBIA COUNTY REGIONAL TRAFFIC MANAGEMENT CENTER AREA IMPROVEMENTS WITH COLOR DIGITAL PHOTOGRAPHS. PHOTOS SHALL BE PROVIDED TO THE OWNER OR OWNER'S DESIGNATED REPRESENTATIVE AT THE PRE-CONSTRUCTION MEETING. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING CONDITIONS THAT ARE TO REMAIN, WITH SAID PHOTOS TO SUPPORT

CONDITIONS AT THE SITE.

3. THE CONTRACTOR SHALL, PRIOR TO ANY CONSTRUCTION ACTIVITY, HOLD A PRE-CONSTRUCTION MEETING WITH ALL PERMITTING AGENCIES INVOLVED, INCLUDING ESCAMBIA COUNTY, ENGINEER OF RECORD, AND

NORTHWEST FLORIDA WATER MANAGEMENT DISTRICT.

4. THE CONTRACTOR SHALL LOCATE AND FIELD VERIFY ALL STRUCTURES AND EXISTING UTILITIES (ABOVE GROUND AND BELOW GROUND), WHETHER SHOWN OR NOT ON THE DRAWINGS, BEFORE BEGINNING WORK.

CONTRACTOR SHALL ALSO FIELD VERIFY ALL DIMENSIONS AND QUANTITIES.

5. ONCE MOBILIZED, CONTRACTOR MUST WORK ON THE PROJECT CONTINUOUSLY WITHOUT ABSENCES FROM

THE SITE UNLESS APPROVED BY THE OWNER.

6. THE CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING THEMSELVES, THEIR PERSONNEL, AND SUB-CONTRACTORS WITH THE DRAWINGS, SPECIFICATIONS, REGULATORY AUTHORIZATIONS, AND ALL OTHER

CONTRACT DOCUMENTS.

7. ALL WORK SHALL CONFORM TO THE CONSTRUCTION DRAWINGS, SPECIFICATIONS, REGULATORY AUTHORIZATIONS, AND ANY OTHER CONTRACT DOCUMENTS. THE CONTRACTOR SHALL POST AT THE PROJECT SITE ALL PERMIT NOTICES AND COMPLY WITH ALL TERMS OF THE PERMITS AS PERTAINING TO THE WORK.

8. CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES AND NOTIFY THE OWNER OR OWNER'S DESIGNATED REPRESENTATIVE PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER OR OWNER'S DESIGNATED REPRESENTATIVE OF ANY CONFLICTS BEFORE PERFORMING WORK IN THE

AFFECTED AREA AND SHALL ALLOW 48 HOURS FOR THE EOR TO RESPOND.

9. THE CONTRACTOR SHALL CONDUCT CONSTRUCTION AND COORDINATE WITH THE OWNER AND ENGINEER IN SUCH A WAY AS TO ENSURE PUBLIC AND PRIVATE SAFETY IN AND AROUND THE CONSTRUCTION SITE.

10. SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR.

11. ALL SUBSURFACE CONSTRUCTION SHALL COMPLY WITH THE "TRENCH SAFETY ACT", CHAPTER 553.60-553.64, FLORIDA STATUTES. CONTRACTOR SHALL INSURE THAT THE METHOD OF TRENCH PROTECTION AND CONSTRUCTION IS IN COMPLIANCE WITH ALL OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)

REGULATIONS.

12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH THE FOLLOWING IN THE FIELD: RIGHT OF WAY LINES, BENCHMARKS, CENTER LINES, AND STATIONING AS MAY BE REQUIRED TO CONSTRUCT THE PROJECT.

13. THE CONTRACTOR SHALL PROVIDE ACCESS TO THE WORK FOR INSPECTION BY THE ENGINEER, REGULATORY

AGENCIES, AND OWNER.

14. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH THE ENGINEER AS NECESSARY FOR CONSTRUCTION INSPECTION AND AS-BUILT CERTIFICATION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT APPROPRIATE AND APPROVED TIMES DURING THE COURSE OF THE WORK THAT THE CONTRACTOR IS READY FOR INSPECTION. WORK THAT IS ASSEMBLED OR COVERED SO THAT THE ENGINEER CANNOT INSPECT THE WORK PROPERLY SHALL BE DISASSEMBLED, UNCOVERED, OR DESTROYED AS NECESSARY FOR INSPECTION. THE COSTS OF REPAIR OR RESTORATION OF THIS WORK SHALL BE BORNE SOLELY BY THE

CONTRACTOR.

15. THE CONTRACTOR SHALL PROVIDE PERSONNEL AND EQUIPMENT FOR ENGINEER TO INSPECT AND INQUIRE ABOUT THE WORK. THIS MAY INCLUDE BUT NOT BE LIMITED TO PROJECT MANAGERS, SUPERINTENDENTS, FOREMEN, LABORERS, LADDERS, HARD HATS, LIFTS, SCAFFOLDING, BOATS, MEASURING DEVICES, SURVEY

EQUIPMENT.

16. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SHORING, BRACING, OR OTHER MEANS/METHODS NECESSARY TO STABILIZE ALL STRUCTURES (OR STAGED MATERIAL) UNTIL COMPLETED WITH ALL COMPONENTS INSTALLED. UNLESS SPECIFICALLY STATED ON THE DRAWINGS, THE CONTRACTOR SHALL ASSUME THE EOR HAS ONLY DESIGNED THE STRUCTURE(S) FOR THE FINAL CONSTRUCTED AND ASSEMBLED

STATE AS SHOWN ON THE DRAWINGS.

17. ALL PERMANENT MATERIAL SHALL BE NEW. USED, RECONDITIONED, OR REMANUFACTURED MATERIAL SHALL

NOT BE ALLOWED UNLESS APPROVED BY THE OWNER IN WRITING.

18. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL AND STATE BUILDING CODES.

PRE-CONSTRUCTION PLAN APPROVALS REQUIRED BY LOCAL BUILDING AUTHORITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL FORWARD ALL ENGINEERING RELATED QUESTIONS TO THE ENGINEER FOR CONSIDERATION. INSPECTIONS REQUIRED BY LOCAL BUILDING

AUTHORITIES SHALL BE COORDINATED BY THE CONTRACTOR.

19. THE CONTRACTOR SHALL IMPLEMENT AND MAINTAIN EROSION CONTROL MEASURES AS NECESSARY TO COMPLY WITH LOCAL, STATE, AND FEDERAL LAWS AND REGULATIONS. EROSION CONTROL MEASURES SHOWN ON THE DRAWINGS ARE A MINIMUM. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY PERMIT AUTHORITIES. ANY ADDITIONAL EROSION CONTROL MEASURES SHALL BE SUPPLIED AND INSTALLED BY THE

CONTRACTOR AT NO ADDITIONAL COSTS TO THE OWNER.

20. CONTRACTOR IS RESPONSIBLE FOR REMOVING AND DISPOSING OF ALL DEBRIS. DEMOLITION DEBRIS SHALL BE DISPOSED OF OFFSITE AT A LICENSED LANDFILL IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL LAWS

AND REGULATIONS.

21. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, WHICH MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR CALLED FOR IN THIS CONTRACT. SEE FDOT SPECIFICATION SECTION 108 FOR ADDITIONAL INFORMATION REGARDING

PROTECTION OF EXISTING STRUCTURES.

22. CONTRACTOR SHALL PAY THE COST FOR ALL ELECTRICAL SERVICE UP TO FINAL ACCEPTANCE OF THE

PROJECT BY THE OWNER OR OWNER'S DESIGNATED REPRESENTATIVE.

23. THE COST OF ALL INSPECTION FEES SHALL BE BORNE BY THE CONTRACTOR.

24. GEOTECHNICAL ENGINEERING SERVICES INCLUDING SOIL BORINGS HAVE BEEN PROVIDED BY ENVIRONMENTAL

AND GEOTECHNICAL SPECIALISTS, INC.. THE OWNER ASSUMES NO RESPONSIBILITY FOR THE CORRECTNESS, COMPLETENESS OR ACCURACY OF THE GEOTECHNICAL DATA PROVIDED BY LARRY M. JACOBS AND

ASSOCIATES, INC.

25. IF PREHISTORIC OR HISTORIC ARTIFACTS, SUCH AS POTTERY OR CERAMICS, PROJECTILE POINTS, DUGOUT CANOES, METAL IMPLEMENTS, HISTORIC BUILDING MATERIALS, OR ANY OTHER PHYSICAL REMAINS THAT COULD BE ASSOCIATED WITH NATIVE AMERICAN, EARLY EUROPEAN, OR AMERICAN SETTLEMENTS ARE ENCOUNTERED AT ANY TIME WITHIN THE PROJECT SITE AREA, THE PERMITTED PROJECT SHALL CEASE ALL ACTIVITIES INVOLVING SUBSURFACE DISTURBANCE IN THE VICINITY OF THE DISCOVERY. THE APPLICANT SHALL CONTACT THE FLORIDA DEPARTMENT OF STATE, DIVISION OF HISTORICAL RESOURCES, COMPLIANCE REVIEW SECTION AT (850) 245-6333. PROJECT ACTIVITIES SHALL NOT RESUME WITHOUT VERBAL AND/OR WRITTEN AUTHORIZATION. IN THE EVENT THAT UNMARKED HUMAN REMAINS ARE ENCOUNTERED DURING PERMITTED ACTIVITIES, ALL WORK SHALL STOP IMMEDIATELY AND THE PROPER AUTHORITIES NOTIFIED IN ACCORDANCE

WITH 872.05 FS.

26. THE CONTRACTOR SHALL WARRANTY THE WORK FOR A MINIMUM OF ONE YEAR UNLESS CLEARLY DEFINED OTHERWISE IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL REPAIR AND/OR REPLACE ALL DEFECTIVE MATERIALS AND WORK AT NO COSTS TO THE OWNER WITHIN THE STATED WARRANTY PERIOD.

27. PRIOR TO INSTALLATION, CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL PRE-CAST MATERIALS AND MANUFACTURED ITEMS TO THE OWNER OR OWNER'S DESIGNATED REPRESENTATIVE FOR APPROVAL. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S

EXPENSE.

PERMITS AND PERMIT CONDITIONS

1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION

REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL AGENCIES AND THE OWNER OR OWNER'S

DESIGNATED REPRESENTATIVE.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS NOT SUPPLIED BY THE OWNER AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTIONS. COSTS OF OBTAINING PERMITS NOT SUPPLIED BY THE OWNER SHALL BE BORNE BY THE CONTRACTOR. THIS SHALL INCLUDE BUT NOT BE LIMITED TO: NPDES PERMIT (OR NOI), CLEARING OR LAND DISTURBANCE PERMITS, TREE IMPACT PERMITS, CITY OR COUNTY BUILDING PERMITS, DRIVEWAY OR ENTRANCE PERMITS, TEMPORARY UTILITIES PERMIT, ETC.

3. UNLESS CLEARLY SPECIFIED OTHERWISE BY THE OWNER IN THE CONTRACT DOCUMENTS, THE CONTRACTOR

SHALL BE RESPONSIBLE FOR FILING ALL NOTICES OF COMMENCEMENTS AND NOTICES OF COMPLETION TO ALL

PERMITTING AGENCIES INCLUDING PERMITS SUPPLIED BY THE OWNER.

4. ALL PROPOSED CONSTRUCTION ACTIVITIES SHALL BE IN STRICT COMPLIANCE WITH ALL SPECIAL PERMIT CONDITIONS AS OUTLINED IN THE PERMITS. IF PERMIT CONDITIONS DIFFER FROM THESE SPECIFICATIONS, PERMIT CONDITIONS SHALL CONTROL.

AS-BUILT SURVEY AND RECORD DRAWINGS

1. RECORD DRAWINGS: A COPY OF THE ORIGINAL SIGNED AND SEALED DRAWINGS KEPT ONSITE AT ALL TIMES

WHERE THE CONTRACTOR SHALL KEEP A RECORD OF ALL DEVIATIONS FROM THE ORIGINAL DRAWINGS MARKED IN RED PENCIL OR PEN. WHEN ALL SUBSTANTIAL WORK IS DONE AND BEFORE NOTICE OF FINAL COMPLETION OF THE WORK, THE CONTRACTOR SHALL SUBMIT THE ORIGINAL RECORD DRAWINGS TO THE ENGINEER AND UP TO THREE (3) FULL SIZE OR REDUCED SIZE COPIES AS REQUESTED BY THE ENGINEER.

2. AS-BUILT SURVEY DRAWINGS: POST-CONSTRUCTION SURVEY DRAWINGS SIGNED AND SEALED BY A FLORIDA LICENSED SURVEYOR AND MAPPER PURSUANT TO CHAPTER 472 FLORIDA STATUTES, MARKED "AS-BUILT" SURVEY, AND REVIEWED BY THE ENGINEER(S). THE AS-BUILT SURVEY SHALL BE SUBMITTED IN DIGITAL AND 22" X 34" PAPER VERSIONS (UP TO 6 COPIES) TO THE ENGINEER AND OWNER FOR APPROVAL. THE AS-BUILT SURVEY SHALL BE PERFORMED IN THE SAME HORIZONTAL AND VERTICAL COORDINATE SYSTEM THE DRAWINGS ARE IN. DIGITAL DRAWINGS SHALL BE IN AUTOCAD 2016 OR NEWER VERSION AND PDF FORMAT.

SURVEY NOTES

1. ALL ELEVATIONS REFERENCE THE 1988 NORTH AMERICAN VERTICAL DATUM (NAVD88), ELEVATIONS IN FEET

UNLESS NOTED OTHERWISE.

2. ALL COORDINATES REFERENCE STATE PLANE FLORIDA NORTH NAD 83, COORDINATES IN FEET UNLESS NOTED

OTHERWISE.

3. EXISTING TMC/ECRC SITE SURVEYED AUGUST 2023 BY SNELGROVE SURVEYING & MAPPING, INC.

4. THE INFORMATION ON THESE DRAWINGS REPRESENTS THE RESULTS OF THE SURVEYS PERFORMED ON THE

DATES AS INDICATED THE INFORMATION FROM THESE SURVEYS CAN ONLY BE CONSIDERED AS INDICATING

THE GENERAL CONDITIONS EXISTING AT THE TIME OF THE SURVEYS.

5. ANY PUBLIC LAND CORNER OR BENCHMARK WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, CONTRACTOR SHALL NOTIFY THE OWNER OR OWNER'S DESIGNATED REPRESENTATIVE IMMEDIATELY. ANY MONUMENT OTHERWISE DESTROYED BY CONTRACTOR SHALL BE RESET BY A FLORIDA PROFESSIONAL

SURVEYOR AND MAPPER AT CONTRACTOR'S EXPENSE.

6. IF ANY GEODETIC MONUMENT WITHIN THE LIMITS OF CONSTRUCTION ARE DISTURBED, CONTRACTOR SHALL

NOTIFY:

DENIS RIORDAN, REGIONAL GEODETIC ADVISOR

NATIONAL GEODETIC SURVEY

JACKSON, MS

(240) 678-2107 denis.riordan@noaa.gov

7. ALL BENCHMARKS NOTED ON THE PLANS ARE TO BE MAINTAINED THROUGHOUT THE PROJECT. DESTROYED BENCHMARKS SHALL BE REDEFINED BY A FLORIDA PROFESSIONAL SURVEYOR AND MAPPER AT THE

CONTRACTOR'S EXPENSE.

STAGING AND CONSTRUCTION ACCESS

1. STAGING AND ACCESS AREAS SHOWN ON THE DRAWINGS ARE PROPOSED FOR BIDDING PURPOSES.

CONTRACTOR MAY PROPOSE ADDITIONAL STAGING OR ACCESS AREAS BUT WILL BE RESPONSIBLE FOR REVIEWING THE SITES SUITABILITY FOR THE PROPOSED WORK AND, IF ACCEPTABLE, OBTAINING USE AGREEMENTS WITH THE UPLAND PROPERTY OWNER FOR THE PROPOSED WORK. CONTRACTOR MAY PROPOSE ADDITIONAL OR ALTERNATIVE STAGING AREAS, LOADING AREAS, TEMPORARY FACILITIES, OR OTHER WORK LOCATIONS IN THEIR CONSTRUCTION WORK PLAN FOR ENGINEER AND OWNER REVIEW AND ACCEPTANCE.

2. THE CONTRACTOR SHALL PLACE BARRICADES AND SIGNS INDICATING THE AREAS AND LIMITS OF

CONSTRUCTION.

3. RIGHT OF WAY MAY NOT BE USED FOR STORAGE OF NEW OR REMOVED MATERIAL. ANY SITE WITHIN THE PROJECT LIMITS INTENDED FOR MATERIAL STORAGE MUST BE PRE-APPROVED BY THE OWNER OR OWNER'S DESIGNATED REPRESENTATIVE. ANY SOIL, PIPE, UTILITIES, CONCRETE, ASPHALT, VEGETATION OR SIGNAGE MATERIALS THAT ARE REMOVED AND ARE NOT INTENDED FOR RE-USE SHALL BE REMOVED FROM THE PROJECT EACH WORKDAY AND CANNOT REMAIN ONSITE. NEW OR EXISTING MATERIALS MUST BE REMOVED

FROM THE RIGHT OF WAY AT THE END OF EACH WORKDAY.

4. THE CONTRACTOR SHALL COORDINATE WORK HOURS WITH OWNER AND ENGINEER TO MEET PROJECT SCHEDULE REQUIREMENTS. WORK HOURS SHALL BE AS SPECIFIED IN THE CONTRACT DOCUMENTS AND FDEP

AGREEMENT.

5. CONTRACTOR WILL NOT BE ALLOWED TO TRAVERSE, UTILIZE, OR IMPACT ADJACENT PROPERTIES WITHOUT SPECIFIC AUTHORIZATION FROM THE PROPERTY OWNER AND A CONSTRUCTION WORK PLAN ACCEPTED BY

THE OWNER AND ENGINEER.

6. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL OTHER CONSTRUCTION ADJACENT TO THE PROJECT. IN THE EVENT OF ANY CONFLICT WHATSOEVER, THE CONTRACTOR SHALL NOTIFY THE OWNER OR

THE OWNER'S DESIGNATED REPRESENTATIVE PRIOR TO PROCEEDING WITH CONSTRUCTION.

7. IN ORDER TO LIMIT DISTURBANCE TO THE SURROUNDING NEIGHBORHOODS, CONTRACTOR SHALL BE LIMITED TO CONSTRUCTION BETWEEN THE HOURS OF 7:00 A.M. TO 7:00 P.M. MONDAY THROUGH FRIDAY AND FROM 9:00 A.M. TO 7:00 P.M. ON SATURDAY. CONSTRUCTION OUTSIDE OF THESE HOURS MUST HAVE PRIOR WRITTEN

CONSENT FROM THE OWNER OR OWNER'S DESIGNATED REPRESENTATIVE.

8. THE CONTRACTOR'S PROPOSED MATERIAL LOADING, HANDLING, HAULING, AND PLACEMENT OPERATIONS SHALL BE PERFORMED IN SUCH A MANNER AS TO MINIMIZE THE WORK AREA FOOTPRINT, REDUCE DAMAGE TO UPLAND AND NEARSHORE PROPERTY, REDUCE THE POTENTIAL DETERIORATION OF EXISTING ACCESSES AND

HAUL ROUTES, AND AVOID IMPACTS TO VEGETATION TO THE GREATEST EXTENT PRACTICAL.

9. THE CONTRACTOR PROPOSED STAGING AREAS AND ACCESS CORRIDORS SHALL BE SUBJECT TO REVIEW BY THE OWNER AND ENGINEER. ACCEPTED AREAS SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION AND BE RESTORED TO THE ORIGINAL CONDITION FOLLOWING CONSTRUCTION. THE CONTRACTOR SHALL CLEARLY IDENTIFY THE ACCEPTED STAGING AREA (WITH FLAGS, STAKES, OR SIMILAR) AND MAY NOT OPERATE EQUIPMENT OR TRANSVERSE AREAS OUTSIDE THE MARKED AREA WITHOUT PRIOR APPROVAL FROM THE

ENGINEER.

10. THE CONTRACTOR IS REQUIRED TO RESTORE THE ACCEPTED STAGING AND CORRIDOR AREAS TO THE ORIGINAL SITE CONDITION. RESTORATION ACTIVITIES MAY INCLUDE, BUT SHALL NOT BE LIMITED TO, REPLACING OR REPAIRING DAMAGED INFRASTRUCTURE (INCLUDING FENCING, PAVEMENT, ETC.), PLACING AND GRADING CLEAN SAND FILL IN RUTTED OR DISTURBED AREAS, AND VEGETATION RESTORATION.

SITEWORK NOTES

1. CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE PROJECT NECESSARY FOR

CONSTRUCTION.

2. EXCESS SOIL THAT RESULTS FROM CLEARING AND GRUBBING OR SITE EXCAVATION IS TO BE UTILIZED ON-SITE

IF OF SUITABLE MATERIAL. EXCESS MATERIAL IS TO BE EITHER STOCKPILED ON THE SITE OR DISPOSED OF AS DIRECTED BY THE OWNER OR OWNER'S DESIGNATED REPRESENTATIVE. STOCKPILED MATERIAL SHALL BE PROTECTED WITH SILT FENCING (REFER TO STORMWATER POLLUTION PROTECTION PLAN DETAILS).

3. CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR REMOVING EXCESS

EARTHWORK FROM THE PROJECT.

4. BURNING OF MATERIALS AND/OR DEBRIS AS A MEANS OF DISPOSAL IS PROHIBITED WITHIN THE PROJECT

LIMITS.

5. FOR PAVING, NON-SELECT SOILS, WHEN ENCOUNTERED, SHALL BE REMOVED FROM CONSTRUCTION AREAS AND BACK-FILLED WITH SELECT MATERIALS IN ACCORDANCE WITH FDOT INDICES 500 AND 505.

6. ALL ROCKS OR STONES LARGER THAN 6 IN. IN DIAMETER SHALL BE REMOVED FROM THE BACKFILL MATERIAL.

BACKFILL MATERIAL PLACED WITHIN 1 FT. OF PIPING AND APPURTENANCES SHALL NOT CONTAIN ANY STONES

LARGER THAN 2 IN. IN DIAMETER IN ACCORDANCE WITH FDOT INDICES 500 AND 505.

7. THE CONTRACTOR SHALL SURVEY AND STAKE THE CLEARING LIMITS AS INDICATED BY THE PLANS AND RECEIVE APPROVAL FROM THE OWNER OR THE OWNER'S DESIGNATED REPRESENTATIVE PRIOR TO COMMENCING WITH THE CLEARING AND GRUBBING OPERATION. (REFER TO TREE PROTECTION DETAILS AND

NOTES.)

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL AND STATE REGULATIONS

CONCERNING SITE SAFETY AND HANDLING AND DISPOSAL OF CONTAMINATED SOILS.

9. CLEARING AND GRUBBING INCLUDES THE REMOVAL OF ALL INCIDENTAL ITEMS INCLUDING BUT NOT LIMITED TO STRUCTURES, CONCRETE, ASPHALT, GRAVEL, FENCING AND ANY OTHER IMPROVEMENTS TO BE REMOVED. IT

WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DISPOSE OF SUCH ITEMS OFF SITE.

10. EARTHWORK THAT RESULTS FROM CLEARING AND GRUBBING OR SITE EXCVATION IS TO BE UTILIZED ONSITE

ACCORDING TO THE ESCAMBIA COUNTY'S LAND DEVELOPMENT CODE.

PAVING AND GRADING NOTES

1. ALL DELETERIOUS SUBSURFACE MATERIAL (I.E. MULCH, PEAT, BURIED DEBRIS) IS TO BE EXCAVATED IN

ACCORDANCE WITH THESE PLANS OR AS DIRECTED BY THE OWNER OR OWNER'S DESIGNATED

REPRESENTATIVE. DELETERIOUS MATERIAL IS TO BE REMOVED FROM THE SITE. EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS AND IN ACCORDANCE WITH THE SOILS REPORT. CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY

FOR REMOVING DELETERIOUS MATERIAL FROM THE SITE.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING, SHEETING OR SHORING AS NECESSARY. DEWATERING METHODS SHALL BE USED AS

REQUIRED TO KEEP TRENCHES DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED.

3. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADE UNLESS

OTHERWISE NOTED ON THE DRAWINGS.

4. CONTRACTOR SHALL TRIM, TACK AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT

MEETS EXISTING PAVEMENT.

5. CONTRACTOR TO PROVIDE A ½-IN. BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER AT ABUTMENT OF

CONCRETE AND OTHER CONCRETE ITEMS (BUILDINGS, CURBING, SIDEWALKS, ETC.).

6. ALL UNDERGROUND UTILITIES MUST BE IN PLACE, TESTED OR INSPECTED, AND APPROVED PRIOR TO SURFACE

CONSTRUCTION.

7. EXISTING SIGNAGE TO REMAIN THAT WILL BE AFFECTED BY CONSTRUCTION SHALL BE RELOCATED DURING

CONSTRUCTION, SEE DEMOLITION PLAN.

8. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH AN INDEPENDENT TESTING COMPANY TO VERIFY COMPACTION. UPON COMPLETION OF THE WORK, CONTRACTOR SHALL HAVE ALL TEST RESULTS SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA PURSUANT TO CHAPTER 471 FLORIDA STATUTES AND SUBMITTED TO THE OWNER OR OWNER'S DESIGNATED REPRESENTATIVE.

9. ALL FINAL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL BE PLACED 14 DAYS AFTER

PLACEMENT OF FINAL ASPHALT SURFACE.

10. THE CONTRACTOR SHALL COMPLETE ALL WORK INCLUDING RESTORATION, EXCEPT THE FINAL ASPHALT COURSE ON ONE SIDE OF THE ROADWAY PRIOR TO BEGINNING WORK ON THE IMPROVEMENTS TO THE OTHER SIDE OF THE ROADWAY. THE FINAL ASPHALT COURSE SHALL BE PLACED ON BOTH LANES AT THE SAME TIME.

11. ALL SIDEWALKS TO BE A MINIMUM 3,000 PSI CONCRETE AND 4-INCH THICK EXCEPT AT DRIVEWAY CROSSINGS WHERE THEY SHALL BE 6-INCH THICK REINFORCED WITH 6 IN X 6 IN W1.4XW1.4 WELDED WIRE MESH.

MAINTENANCE OF TRAFFIC GENERAL NOTES:

1. TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH THE FDOT DESIGN STANDARDS, INDEX 600 SERIES.

2. TEMPORARY TRAVEL LANES SHALL NOT BE LESS THAN 10-FT. IN WIDTH ON ROADWAYS OPEN TO TRAFFIC AND

ADJACENT SIDE ROADS. TRAVEL LANES ON ROADWAYS OPEN TO TRAFFIC SHALL BE PROPERLY DELINEATED AT

ALL TIMES DURING CONSTRUCTION.

3. MAINTENANCE OF TRAFFIC OPERATIONS ON INTERSECTING THOROUGHFARES AND ADJACENT STREETS SHALL

BE COORDINATED WITH THE ESCAMBIA COUNTY.

4. IT IS THE RESPONSIBILITY OF CONTRACTOR TO MAINTAIN CLEAR ZONE REQUIREMENTS FOR EQUIPMENT AND MATERIALS STORAGE AND WORK ZONE PROTECTION AS SPECIFIED IN FDOT STANDARD INDEX 600.

5. CONTRACTOR SHALL PROVIDE TEMPORARY DRAINAGE WHEN HISTORICAL DRAINAGE PATTERNS ARE IMPEDED IN AN ACTIVE WORK ZONE. ANY ADDITIONAL COST ASSOCIATED WITH DRAINAGE (INSTALLATION AND REMOVAL OF TEMPORARY STRUCTURES, DE-SILTING OF EXISTING PIPES) SHALL BE INCIDENTAL TO THE CONTRACT.

6. ACCESS TO EXISTING DRIVEWAYS SHALL BE PROVIDED AT ALL TIMES. CONTRACTOR SHALL SUBMIT AN ACCESS

MAINTENANCE PLAN FOR REVIEW AND RELEASE FOR CONSTRUCTION BY THE OWNER OR OWNER'S

DESIGNATED REPRESENTATIVE. RESIDENTS SHALL BE NOTIFIED 72 HOURS IN ADVANCE OF ANY DRIVEWAY

INTERRUPTIONS.

7. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL OFFICER DURING ALL INTERMITTENT LANE CLOSURE OPERATIONS, NIGHTTIME OPERATIONS, AND DURING IMPLEMENTATION OF CHANGE IN THE TRAFFIC PATTERN

(REROUTING OR SHIFTING TRAFFIC).

8. UNLESS OTHERWISE NOTED IN THE PLANS, THE EXISTING SPEED LIMITS ON ALL ROADWAYS SHALL BE

MAINTAINED DURING CONSTRUCTION.

9. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN. THE PLAN MUST BE SIGNED AND SEALED BY A FLORIDA PROFESSIONAL ENGINEER LICENSED UNDER CHAPTER 471, FLORIDA STATUES. PRIOR TO IMPLEMENTATION, PLAN MUST BE SUBMITTED TO AND APPROVED BY THE OWNER OR OWNER'S DESIGNATED

REPRESENTATIVE.

10. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN ESCAMBIA COUNTY RIGHT OF WAY WITH THE PROPER AGENCIES FOR MAINTENANCE OF TRAFFIC AND METHOD OF CONSTRUCTION AND REPAIR.

CONTRACTOR SHALL OBTAIN ALL PERMITS AND APPROVALS PRIOR TO INITIATING WORK WITHIN THE RIGHT OF

WAY.

11. THE CONTRACTOR MUST PROVIDE A QUALIFIED MAINTENANCE OF TRAFFIC SUPERVISOR TO BE ON SITE WHEN WORK IS TAKING PLACE AND SHALL BE ON CALL FOR EMERGENCIES WHEN THE CONTRACTOR IS NOT AVAILABLE. THIS SUPERVISOR IS RESPONSIBLE FOR OVERSIGHT OF THE TRAFFIC CONTROL PLAN AND WILL BE REQUIRED TO SUBMIT WRITTEN INSPECTION REPORTING VERIFYING COMPLIANCE WITH THE TRAFFIC CONTROL PLAN. THE CONTRACTOR SHALL PROVIDE THE OWNER OR THE OWNER'S DESIGNATED REPRESENTATIVE A

24-HOUR ON-CALL TELEPHONE NUMBER FOR THE SUPERVISOR.

12. THE CONTRACTOR SHALL ADD MAINTENANCE OF TRAFFIC DEVICES AS NEEDED TO PROVIDE ACCESS TO THE INTERIOR OF THE SITE. DEVICES SHALL BE PLACED SUCH THAT THE SAFETY OF THE PUBLIC AND

CONSTRUCTION PERSONNEL ARE PROTECTED AT ALL TIMES.

13. THE OWNER OR OWNER'S DESIGNATED REPRESENTATIVE RESERVES THE RIGHT TO REQUIRE ADDITIONAL DEVICES AND/OR CHANGES TO THE TRAFFIC CONTROL PLAN BASED UPON CHANGING TRAFFIC CONDITIONS OR

TRAFFIC SAFETY ISSUES.

14. CLOSURE OF THE ESCAMBIA COUNTY ROADS AND PARKING AREAS REQUIRE THE CONTRACTOR TO SUBMIT A ROAD CLOSURE REQUEST PACKAGE TO ESCAMBIA COUNTY A MINIMUM OF TWO (2) WEEKS PRIOR TO CLOSURE.

THE CLOSURE REQUEST SHALL INCLUDE THE MAINTENANCE OF TRAFFIC PLAN, DETOUR PLAN AND A BRIEF DESCRIPTION OF CONSTRUCTION. PLANS ARE TO BE APPROVED BY A PROFESSIONAL ENGINEER OR A FDOT

CERTIFIED ADVANCED MOT PRACTITIONER.

15. TEMPORARY LANE CLOSURES, ON THOSE ROADWAYS OPEN TO TRAFFIC, WILL NOT BE ALLOWED BETWEEN THE HOURS OF 6:30 AM AND 9:00 AM AND BETWEEN THE HOURS OF 4:00 PM AND 6:00 PM. THE CONTRACTOR SHALL REQUEST FROM THE OWNER OR OWNER'S DESIGNATED REPRESENTATIVE, A STREET, LANE OR SIDEWALK

CLOSURE 24 HOURS IN ADVANCE OF SUCH CLOSURE.

16. STREETS USED AS TEMPORARY DETOUR ROUTES AND HAUL ROUTES WILL BE MAINTAINED IN GOOD CONDITION AND BE KEPT FREE OF SILT AND DEBRIS BY THE CONTRACTOR AS DIRECTED BY THE OWNER OR OWNER'S

DESIGNATED REPRESENTATIVE.

TREE PROTECTION NOTES:

1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN AS INDICATED ON THE PLANS SHALL BE

PROTECTED IN ACCORDANCE WITH THE DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREE SHOWN TO REMAIN SHALL BE REMOVED WITHOUT APPROVAL FROM THE OWNER OR OWNER'S DESIGNATED REPRESENTATIVE.

2. PROTECTIVE BARRICADES SHALL BE PLACED AROUND ALL PROTECTED TREES PRIOR TO SITE CLEARING AND SHALL REMAIN IN PLACE UNTIL LAND ALTERATION, SITE CLEARING AND CONSTRUCTION ACTIVITIES ARE COMPLETE. THE BARRICADES SHALL BE CONSTRUCTED TO PREVENT THE ENCROACHMENT OF EQUIPMENT OR VEHICLES, THE REMOVAL OF EXISTING GROUNDCOVER, THE DISTURBANCE OR COMPACTION OF SOIL, OR THE SCARRING OF ROOTS WITHIN THE CRITICAL PROTECTION ZONE (CPZ). THERE SHALL BE NO STORAGE OF

MATERIALS OR EQUIPMENT OF ANY KIND WITHIN THIS ZONE.

3. REQUIRED TREE BARRICADES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. ENCROACHMENT INTO OR

FAILURE TO MAINTAIN TREE BARRICADES WILL RESULT IN ENFORCEMENT ACTION.

4. A MINIMUM DISTANCE OF TEN (10) FEET SHALL BE MAINTAINED FROM ALL PROTECTED TREES WHEN INSTALLING UNDERGROUND UTILITIES. IF THIS RESULTS IN UNREASONABLE HARDSHIP, A SOIL AUGER SHALL BE USED TO

TUNNEL UNDER THE ROOT SYSTEMS.

5. THE CONTRACTOR IS REQUIRED TO PREVENT DAMAGE TO TREES WHICH ARE TO REMAIN. DAMAGE TO PROTECTED TREES WILL NOT BE TOLERATED. THE CONTRACTOR SHALL BE LIABILE FOR ALL DAMAGE TO

TREES THAT ARE DESIGNATED TO BE SAVED DURING CONSTRUCTION.

6. SHOULD TRIMMING OF PROTECTED TREES BE NECESSARY, THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A CERTIFICED ARBORIST. ALL TRIMMING OF PROTECTED TREES SHALL BE DONE BY A QUALIFIED, LICENSED ARBORIST AND SHALL BE PRUNED IN ACCORDANCE WITH THE NATIONAL ARBORIST ASSOCIATION (NAA)

PRUNING STANDARDS.

OPERATIONS AND MAINTENANCE OF STORMWATER SYSTEM:

1. THE STORMWATER MANAGEMENT SYSTEM WITHIN THE PROJECT SITE WILL BE OWNED, OPERATED AND

MAINTAINED BY ECRC.

2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AN AS-BUILT SURVEY OF THE STORMWATER SYSTEM.

3. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE STORMWATER SYSTEM UNTIL ACCEPTED BY THE

OWNER OR OWNER'S DESIGNATED REPRESENTATIVE.

GENERAL UTILITY NOTES

1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING UTILITIES TO REMAIN. ANY DAMAGE TO UTILITIES TO

REMAIN SHALL BE PAID FOR BY CONTRACTOR AT CONTRACTOR'S EXPENSE.

2. THE EXISTING FACILITIES AND UTILITIES SHOWN ON THE PLANS WERE LOCATED FROM THE OWNER'S AND

OTHER RECORDS. GUARANTY IS NOT MADE THAT ALL EXISTING FACILITIES OR UTILITIES ARE SHOWN OR THAT THOSE SHOWN ARE ENTIRELY ACCURATE. THE CONTRACTOR SHALL ASSURE HIMSELF OF THE PRESENCE AND LOCATION OF ALL UTILITIES, STRUCTURES, OR OTHER FACILITIES IN THE WORK AREA PRIOR TO PERFORMING THE WORK. THE OWNER AND THE ENGINEER WILL ASSUME NO LIABILITY FOR DAMAGES SUSTAINED OR COSTS INCURRED BECAUSE OF THE CONTRACTOR'S OPERATIONS IN THE VICINITY OF THE EXISTING UTILITIES, STRUCTURES, OR FACILITIES. THE GENERAL NOTES ON THE PLANS ALSO INDICATE THE REQUIREMENTS OF THE CONTRACTOR AS REGARDS EXISTING FACILITIES, STRUCTURES, AND UTILITIES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DEVIATION BETWEEN EXISTING CONDITIONS AND THE DRAWINGS, AND INDICATE THE LOCATION OF THE EXISTING UTILITIES, STRUCTURES, AND FACILITIES ON THE RECORD DRAWINGS.

3. ALL WATER AND SEWER CONSTRUCTION SHALL BE ACCOMPLISHED BY AN UNDERGROUND UTILITY

CONTRACTOR LICENSED UNDER THE PROVISIONS OF CHAPTER 489 FS.

4. CONTRACTOR SHALL NOTIFY THE UTILITY OWNERS LISTED BELOW THROUGH 811 A MINIMUM OF TWO (2) FULL

BUSINESS DAYS IN ADVANCE OF BEGINNING CONSTRUCTION ON THE JOB SITE.

5. CONTRACTOR SHALL DESIGNATE AN ON-SITE UTILITY COORDINATOR WHO WILL BE RESPONSIBLE FOR

COORDINATING ALL UTILITY ISSUES WITH THE APPLICABLE AGENCIES.

6. CONTRACTOR SHALL AVOID WATER AND SEWER SERVICE INTERRUPTIONS AND MAINTAIN EXISTING DEMAND AT

ALL TIMES.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR HOLDING AN ON-SITE PRE-CONSTRUCTION UTILITY MEETING WITH ALL APPLICABLE UTILITY PROVIDERS. THE MEETING SHALL BE CONDUCTED BY CONTRACTOR'S DESIGNATED UTILITY COORDINATOR. CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING MINUTES OF THE MEETING AND PROVIDE A COPY OF SAID MINUTES TO ALL ATTENDEES WITHIN TWO (2) WEEKS AFTER THE MEETING.

8. CONTRACTOR SHALL COORDINATE THE LOCATION AND RELOCATION OF ALL APPLICABLE UTILITIES WITH FDEP

AND CORRESPONDING UTILITY AUTHORITIES BEFORE CONSTRUCTION EFFORTS BEGIN.

9. WHERE UTILITIES ARE TO BE ABANDONED IN PLACE, ALL VOIDS ARE TO BE FILLED WITH EXCAVATABLE FLOWABLE FILL AND THE HORIZONTAL AND VERTICAL POSITIONS OF THE UTILITY SHALL BE LOCATED BY SURVEYOR LICENSED IN THE STATE OF FLORIDA UNDER CHAPTER 472, FLORIDA STATUTES. THE UTILITY COMPOSITION AND IDENTIFIED USE ARE TO BE MAPPED WITH THE ABOVE INFORMATION AND FOUR (4) COPIES

OF THE MAP SHALL BE PROVIDED TO THE OWNER ALONG WITH CAD AND .PDF FILES.

10. REFER TO THE UTILITY ADJUSTMENT PLANS FOR EXISTING ABOVE GROUND AND UNDERGROUND UTILITY RELOCATIONS / DEMOLITION. OTHER UNKNOWN UTILITIES MAY NEED TO BE ADJUSTED OR REMOVED.

11. CONTRACTOR SHALL NOTIFY THE OWNER OR OWNER'S DESIGNATED REPRESENTATIVE IF THEY ENCOUNTER ANY UNIDENTIFIED UTILITY OR STRUCTURE DURING CONSTRUCTION THAT IMPACTS THE PROJECT

IMPLEMENTATION.

GENERAL WATER AND SANITARY SEWER UTILITY NOTES

1. UNLESS OTHERWISE NOTED, ALL MATERIALS SALVAGED UNDER THIS CONTRACT SHALL BECOME THE

PROPERTY OF THE OWNER. IF THE SALVAGED MATERIALS HAVE NO VALUE TO THE OWNER, THE CONTRACTOR SHALL DISPOSE OF THE MATERIALS IN A MANNER SATISFACTORY TO THE OWNER. AT NO ADDITIONAL COST.

2. PLACEMENT OF ON-SITE WATER AND SANITARY SEWER FACILITIES ARE SUBJECT TO THE REVIEW AND

APPROVAL OF EMERALD COAST UTILITIES AUTHORITY.

3. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER ARE TO BE RESOLVED BY ADJUSTING THE

WATER LINES AS NECESSARY.

WATER NOTES

1. ALL FITTINGS INCLUDING BUT NOT LIMITED TO, TEES, CROSSES, CAPS, AND BENDS SHALL BE PROPERLY

RESTRAINED.

SANITARY SEWER NOTES

1. CONTRACTOR SHALL MAINTAIN SANITARY SEWER SERVICE THROUGH EMERALD COAST UTILITIES AUTHORITY.

SANITARY SEWER MAINS AT ALL TIMES THROUGHOUT CONSTRUCTION. MEANS AND METHODS OF SERVICE MAINTENANCE SHALL BE LEFT TO CONTRACTOR SUBJECT TO APPROVAL BY EMERALD COAST UTILITIES

AUTHORITY.

ACCESSIBILITY

1. CONTRACTOR SHALL BE HELD ACCOUNTABLE DURING CONSTRUCTION FOR ALL PROJECT IMPROVEMENTS.

COMPLIANCE WITH FLORIDA STATUTES 553.5041 FLORIDA STATUTES (FS) AND THE 2020 FLORIDA BUILDING CODE - ACCESSIBILITY (FBC-A) IS MANDATORY. IF INCORRECT AT THE FINAL INSPECTION, CONTRACTOR SHALL BE REQUIRED TO MODIFY CONSTRUCTION TO COMPLY WITH FLORIDA STATUTUES AND FBC-A. THE FOLLOWING

ITEMS TAKE PRECEDENCE AND SUPERSEDE OTHER DETAILS ON PLANS:

A. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON AN ACCESSIBLE ROUTE NO LESS THAN 4 FEET (FT.)

WIDE SO THAT USERS WILL NOT BE COMPELLED TO WALK OR WHEEL BEHIND PARKED VEHICLES. §208.3

AND §502.3, FBC-A AND §553.5041 FS.

B. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SERVING A PARTICULAR BUILDING SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE FROM H/C PARKING TO AN ACCESSIBLE ENTRANCE. §208.3.1 FBC-A

AND §553.5041 FS.

C. ACCESSIBLE PARKING SPACES SHALL BE 12 FT. WIDE OUTLINED WITH BLUE PAINT. §502.2 FBC-A D. ACCESS AISLES REQUIRED ADJACENT TO PARKING SPACES SHALL BE 5 FT. WIDE WITH DIAGONAL

STRIPING. §502.2 AND §502.3, FBC-A

E. PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL (NOT TO EXCEED 1 :48) ON A STABLE, FIRM AND

SLIP RESISTANT SURFACE. RE: §302.1 AND §502.4 FBC-A.

F. ACCESSIBLE PARKING SIGNS SHALL BE FDOT APPROVED AND SHALL READ 'PARKING BY DISABLED PERMIT

ONLY' AND SHALL INDICATE A $250 FINE FOR ILLEGAL USE. INSTALL SIGNS A MINIMUM 60 IN. (INCHES) FROM

THE GROUND TO THE BOTTOM OF THE SIGN(S). RE. §502.6.1 AND §553.5041 FS.

G. CURB RAMP SLOPES SHALL NOT EXCEED 1:12 SLOPE; THE COUNTER SLOPE OF ADJACENT ROAD SURFACES & GUTTERS SHALL NOT EXCEED 1 :20 SLOPE. CURB RAMP SIDE SLOPES SHALL NOT EXCEED 1:10 SLOPE. CURB RAMPS SHALL NOT ENCROACH PARKING SPACES OR ACCESS AISLES. RE: §406, FBC-A

H. ALL RAMPS WITH A RISE GREATER THAN 6 IN. SHALL PROVIDE EDGE PROTECTION COM PL YING WITH §405.9 1 FBC-A OR §405.9.2 FBC-A. RAMPS SHALL HAVE 60 IN. MIN LEVEL LANDINGS AT THE TOP & BOTTOM. RE:

§405.7 FBC-A.

I. ALL RAMPS WITH A RISE GREATER THAN 6 IN. SHALL HAVE HANDRAILS ON BOTH SIDES WITH 18 IN.

HORIZONTAL EXTENSIONS AT THE TOP & BOTTOM OF THE RAMP. RE: §1010.8 FLORIDA BUILDING CODE, BUILDING (FBC-B).

J. ACCESSIBLE ROUTE TO "MAIN ENTRY" FROM AN ACCESSIBLE PARKING SPACE SHALL NOT EXCEED 1 :20 SLOPE (UNLESS RAMPS AND HANDRAILS ARE PROVIDED) WITH CROSS SLOPE NOT IN EXCESS OF 1 :48. RE:

§206 FBC-A.

K. ACCESSIBLE PARKING SPACES AND THE ROUTES SERVING THEM SHALL HAVE A MINIMUM VERTICAL

CLEARANCE OF 98 IN. PER §502.5 FBC-A

*EXCEPTION: AN ACCESSIBLE ROUTE SHALL NOT BE REQUIRED BETWEEN ACCESSIBLE BUILDINGS, ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS, AND ACCESSIBLE SPACES IF THE ONLY MEANS OF ACCESS BETWEEN THEM IS A VEHICULAR WAY NOT PROVIDING PEDESTRIAN ACCESS. RE: §206.2.2 FBC-A12.

Austin Cushing Austin FL

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N: 550603.73 E: 1099895.37

ELEV.= 119.45'

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HERITAGE TREE

64" OAK

HERITAGE TREE

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HERITAGE TREE

NL 60D #4

N: 550247.07 E: 1098495.90

ELEV.= 112.93'

NL #5

N: 549753.82

E: 1098739.18

ELEV.= 107.55'

NL 6 60D #6

N: 549914.78 E: 1099595.03

ELEV.= 116.73'

NL MAG POL GPS/TRAV LB7055 #1000

N: 550036.95

E: 1098599.54

ELEV.= 111.44'

SAN SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SANITARY MANHOLE

RIM ELEV. = 111.00

E INV. ELEV. 1 = 100.80

E INV. ELEV. 2 = 100.80

S INV. ELEV. = 99.75

CLEAN OUT

RIM ELEV. = 114.37

INV. ELEV. = 108.02

DIRECTION ONLY

END NOT FOUND

SANITARY MANHOLE

RIM ELEV. = 107.68

N INV. ELEV. = 97.48

W INV. ELEV. = 97.44

S INV. ELEV. = 97.18

DIRECTION ONLY

END NOT FOUND

SANITARY MANHOLE

RIM ELEV. = 109.02

E INV. ELEV. = 98.52

100 LF OF 6" PVC @ 1.07%

8" PVC

309 LF O

F 8" PVC @

0.70%

40 LF OF 6" PVC @ 17.98%

4" PVC

SCALE IN FEET

30 60 120

FINANCIAL PROJECT IDCOUNTYROAD NO.

HALFF ASSOCIATES� INC.

2255 .ILLEARN CENTER %L9D.

SUITE 200

TALLAHASSEE� FL 3230�

NR. DDWH IVVXH � RHYLVLRQ DWG NO.

SHEET NO.

ESCA0%IA 451524-1-38-01NORTH W

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FL �4521 FLORIDA-ALABAMA TPO

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CA 33380

2255 KILLEARN CENTER BLVD.

SUITE 200

TALLAHASSEE, FLORIDA 32309

TEL. (850) 224-4400

BENCHMARK LOCATIONS

C102

BENCHMARK LOCATIONS

NUMBER DESCRIPTION NORTHING EASTING ELEVATION

1 NL 60D #4 550247.07 1098495.90 112.93

2 NL MAG POL GPS/TRAV LB7055

#1000 550036.95 1098599.54 111.44

3 NL #5 549753.82 1098739.18 107.55

4 NL 6 60D #6 549914.78 1099595.03 116.73

5 IRC A10 FOUND5/8IN

REBARWITHFDOTCONTROLCAP #110 550603.73 1099895.37 119.45

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11�.�5

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118.30

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118.22

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118.01

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EGOS4

11�.1�

WATERECUA

EWSG1

11�.80

%ELLSOUTH%RO.ENTOP

EZSE1

11�.43 ;2

UNITYFI%ER

EZSE2

118.�0 ;2

0CI

WATER

EYFZ1

11�.21

EVVV2

11�.04

SPEED LI0IT 45 NO DATE

ESS1

118.8�

EJ\D8

11�.3�

EZSE3

115.50 ;3

NOID

EGOS5

11�.05

NOID

EGOS�

11�.31

FOC

EGOS�

115.�2

UNITYFOC

EGOS8

115.�5

UNITYFOCEGOS�

11�.24

FOCEGOS10

118.38

FOC

EZSE4

11�.82 ;3

CAT9

EZSE5

11�.85

STOP NO DATE

EIOG1

113.05

FLOODLIGHT

EIOG2

11�.�2

FLOODLIGHT

EIOG3

11�.�1

FLOODLIGHT EIOG4

11�.8�

FLOODLIGHT

EIOG5

11�.83

FLOODLIGHT

EIOG�

11�.5�

FLOODLIGHT

FZSE1

115.�5 ;2

TRAFFICSIGNAL

FZSE2

11�.5� ;2

TRAFFICSIGNAL

FZSE3

118.22 ;3

0CI

FGOS1

11�.�1

0CIFOC

FVKSW1

11�.58

FWS1

118.4�

FVVS1

11�.5�

FVVS2

121.33

FVVV1

118.0�

STOPSIGNNODATE

FVUYF1

118.2� 2.3 ;3.2

TRAFFIC

FJ\D1

115.��

FJ\D2

115.28

FJ\D3

118.03

SD

FPKG1

115.04SD

FPKG2

11�.01

FHOH1

115.4�

UNDERGROUNDPOWER

FZSE4

11�.08 ;2

STREETLIGHTING

FZSE5

115.01 1.2

ELECTRIC

FVUYF2

113.�4 1.3 ;2

UN.

FVUYF3

113.1� ;2

ELECTRICTRAFFICCONTROLAR0

FVUYF4

113.3� ;2

ELECTRICTRAFFICCONTROLAR0

FVVV2

115.00

DONOTENTERNODATE

FVVV3

115.1�

DONOTENTERNODATE

FVVV4

115.02

STOPNODATE

FVVV5

113.�1

WELCO0ETOPU%LICSAFETY

FVVV�

113.�0

WELCO0ETOPU%LICSAFETY

FVVV�

113.�2

WELCO0ETOPU%LICSAFETY

FVVV8

113.�1

WELCO0ETOPU%LICSAFETY

FVVV�

113.�1

WELCO0ETOPU%LICSAFETY

FVVV10

113.�2

WELCO0ETOPU%LICSAFETY

FVVV11

113.55

WELCO0ETOPU%LICSAFETY

FIOG1

112.38

FZSE�

114.01 1.2�;.8

IRRIGATION

FIOG2

112.3�

SD

FPKG3

113.4�

STOR0 FGOS2

113.20

1�P9CREFLECTORPOST

FGOS3

112.35

1�P9CREFLECTORPOST

FGOS4

112.41

1�P9CREFLECTORPOST

FGOS5

112.�1

1�P9CREFLECTORPOST

FZSE�

113.�� ;2

TELCO0

FFOQR1

114.�5

FFOQR2

114.82

FFOQR3

114.�2

SAN

FPKV1

114.8�

SANITARY

SAN

FPKV2

114.84

SANITARY

FZSE8

114.��

1.2

ELECTRIC

FZS1

112.35 E1-1

FZS2

112.11

E1-2FZS3

112.00 E1-3

FZS4

112.42 E1-4

FZS5

113.42 E2-1

FZS�

113.4� E2-2

FZS�

112.55 E2-3

FZS8

112.51 E2-4

FZS�

112.2� E2-5

FZS10

112.35 E2-�

FZS11

112.52 E2-�

FZS12

112.40 E2-8

FZS13

112.83 E2-�

FZS14

112.42 E2-10

FZS15

113.10 E2-11

FZS1�

113.�4 E2-12

FZS1�

114.0� E2-13

FZS18

113.3� E2-14

FWSG1

113.53

NOID2

;1.3

TELECO00UNICATIONS

FWSG2

111.�8

NOID2

;1.3

TELECO00UNICATIONS

FZSE10

113.4� ;4

TELCO0

SD

FPKG4

112.8�

FIK1

112.82

WATER

FYFZ1

114.�8

FZSE11

114.�� ;2

ELECTRIC

FVVV12

114.14

RESER9EDPAR.ING

FVVV13

114.38

RESER9EDPAR.ING

FVVV14

114.�5

RESER9EDPAR.ING

FVVV15

114.80

RESER9EDPAR.ING

FVVV1�

114.�4

RESER9EDPAR.ING

FVVV1�

114.��

RESER9EDPAR.ING

SD

FPKG5

112.88

STOR0

SD

FPKG�

113.�2

STOR0NOTACCESI%LE

SD

FPKG�

113.0�

STOR0 SD

FPKG8

112.8�

STOR0NOTACCESI%LE

SD

FPKG�

114.5�

NOTACCESI%LENOTLA%ELED

BT(B)

BT(B)

BT(B)

BE(B)

BE(B)

BE(B)

BE(B)

BE(B)

BE(B)

BE(B)

BE(B)

BE(B)

BE(B)

B T B

B T B

B T B

B T B

B T B

B T B

B T B

B T B

B T B

B T B

B T B

B T B

B T B

B T B

B T B

B T B

BT

(B

BT

(B

BT

(B

B F O B

B F O B

B F O B

B F O B

B F O B

B F O B

B F O B

W B

W B

W B

W B

W(B)

W(B)

W(B)

W(B)

W(B)

W(B)

W(B)

W(B)

W(B)

W(B)

W(B)

W(B)

W(B)

W(B)

W(B)

W(B)

W(B)

W(B)

W(B) W(B)

W(B)

W(B)

W(B)

W(B)

W(B)

W(B)

W(B)

B F O B

B F O B

B F O B

B F O B

B F O B

B F O B

B F O B

B F O B

B F O B

B F O B

B F O B

B F O B

B F O B

B F O B

BFO(B)

BFO(B) B

F O B

B F O B

B F O B

B F O B

B F O B

B F O B

B F O B

BT

V( B)

BT

V( B)

BT

V( B)

BTV

(B) BTV(B)

BTV(B)

BTV(B)

BTV(B)

B T V B

B T V B

B T V B

BE(B)

BE(B)

BE(B)

BE(B)

BE(B)

B E B

B E B

B E B

BE(B)

BE(B)

BE(B)

BE(B) BE(B) BE(B)

B E B

BE(B)

BE(B)

BE(B)

BE(B)

BE(B)

BE(B)

BE(B)

BE(B)

BE

(B

BE(B) BE

(B

BE(B)

U N K B

U N K B

U N K B

U N K B

UNK(

B)

UNK(

B)

UNK(

B)

UNK(

B)

UNK(

B)

UNK(

B)

UNK(

B)

UNK(B)

UNK(B)

U N K B

U N K B

U N K B

B E B

B E B

B E B

B E B

BE(B)

BE

(B

BE

(B

BE(B)

BE

(B

BE(B)

BE(

B)

BE(

B)

BE(B

BE(B

BE(B

BE(B

BE(B)

BE(B)

BE(B) BE(B)

BE(B)

BE(B)

BE(B)

B E B

B E B

B E B

BE(B)

B E B

B E B

BE

(B

BE

(B

BE(B)

BE

(B

B E B

B E B

B E B

B E B

BE(B

BE(B

BE(B

BE(B

BE(B)

BE(B)

B E B

B E B

B E B

BE(B)

BT

(B

B T B

B T B

B T B

B T B

B T B

BT

(B

BT

(B

B T B

BFO(B)

B F O B

B F O B

B F O B

B F O B

B F O B

BFO(B) BFO(B)

B F O B

B F O B

BFO(B)

B F O B

B F O B

B F O B

B F O B

B F O B

B F O B

W(B)

W(B)

W(B)

W(B)

W(B)

W(B)

W( B)

B E B

B F O B

B F O B

B F O B

B F O B

BE(B)

BE(B)

BE(B)

BE(B)

BE(B)

BE(B)

BE(B) B

E B

BE

(B

W B

W B

W B

W(B)

W(B)

W B

W B

W B

W B

W B

BT(B)

BT(B)

BT(B)

BT(B)

BT(B)

BT(B)

BT(B)

BT(B)

11�

11�

11�

11�

11�

11� 11

115 11�

11�114

11�

66 LF EXISTING

CURB AND GUTTER

TO BE REMOVED

865 LF EXISTING

WATER MAIN TO

BE REMOVED

SAWCUT AND REMOVE

ASPHALT AS NEEDED FOR

UTILITY TRENCH. SEE

TRENCH DETAIL FOR

ADDITIONAL INFORMATION

W B

EXISTING

BUILDING TO

BE PROTECTED

160 LF EXISTING

FIBER OPTIC TO

BE RELOCATED TR-1

TR-2

TR-3

TR-4

TR-5

TR-6

TR-7

TR-8

TR-9

TR-10

TR-11

TR-12

TR-13

TR-14

TR-15

TR-16

TR-17TR-18

TR-19

TR-20

TR-21

TR-22

TR-23

TR-24

TR-25TR-26

TR-27

TR-28

TR-29

TR-30

TR-31

TR-32

TR-33

TR-34

TR-35

TR-36

TR-37

TR-38

TR-39

TR-40

TR-41

TR-42

TR-43

TR-44

TR-45

TR-46

TR-47TR-48

TR-49

TR-50

TR-51

TR-52

TR-53

TR-54

TR-55

TR-56

TR-57

TR-58

TR-59

TR-60

TR-61

TR-62

TR-63

TR-64

TR-65

TR-66

TR-67

TR-68

TR-69

TR-70

TR-71

TR-72

TR-73

TR-74

TR-75

TR-76

TR-77

TR-78

TR-79

TR-80

TR-81

TR-82TR-83

TR-84

TR-85

TR-86

TR-87

TR-88

TR-89

TR-90

TR-91

TR-92

TR-93

TR-94

TR-95

TR-96

TR-97

TR-98

TR-99

TR-100

TR-101

TR-102

TR-103

TR-104

TR-105

TR-106

TR-107

TR-108

TR-109

TR-110

TR-111

TR-112

TR-113

TR-114

TR-115

TR-116

TR-117

TR-118

TR-119

TR-120

TR-121

TR-122

TR-123

TR-124

TR-125

TR-126

TR-127

TR-128

TR-129

TR-130

TR-131

TR-132

TR-133

TR-134

TR-135

TR-136

TR-137

TR-138

TR-139

TR-140

TR-141

TR-142

TR-143

TR-144

TR-145

TR-146

TR-147

TR-148

TR-149

TR-150

TR-151

TR-152

TR-153

TR-154

TR-155

TR-156

TR-157

TR-158

TR-159

TR-160

TR-161

TR-162

TR-163

TR-164

TR-165

TR-166

TR-167

TR-168

TR-169

TR-170

TR-171

TR-172

TR-173

TR-174

TR-175

TR-176

TR-177

TR-178

TR-179

TR-180

TR-181

TR-182

TR-183

TR-184

TR-185

TR-186

TR-187

TR-188

TR-189

TR-190

TR-191

TR-192

TR-193

TR-194

TR-195

TR-196

TR-197

TR-198

TR-199

TR-200

61" OAK

HERITAGE TREE

77" OAK

HERITAGE TREE

81" TWIN OAK

HERITAGE TREE

64" OAK

HERITAGE TREE

80" OAK

HERITAGE TREE

NL 60D #4

N: 550247.07 E: 1098495.90

ELEV.= 112.93'

NL MAG POL GPS/TRAV LB7055 #1000

N: 550036.95

E: 1098599.54

ELEV.= 111.44'

SAN

SAN

SAN

SANITARY MANHOLE

RIM ELEV. = 111.00

E INV. ELEV. 1 = 100.80

E INV. ELEV. 2 = 100.80

S INV. ELEV. = 99.75

CLEAN OUT

RIM ELEV. = 114.37

INV. ELEV. = 108.02

DIRECTION ONLY

END NOT FOUND

40 LF OF 6" PVC @ 17.98%

4" PVC

SCALE IN FEET

20 40 80

FINANCIAL PROJECT IDCOUNTYROAD NO.

HALFF ASSOCIATES� INC.

2255 .ILLEARN CENTER %L9D.

SUITE 200

TALLAHASSEE� FL 3230�

NR. DDWH IVVXH � RHYLVLRQ DWG NO.

SHEET NO.

ESCA0%IA 451524-1-38-01NORTH W

STREET

AUSTIN D. CUSHING� P.E.

FL �4521 FLORIDA-ALABAMA TPO

TH

E O

F F

IC

IA

L

R E C

OR

D O

F T

H

IS

S H E E T

IS

T

H E E

LE

C

TR

ON

IC

F

IL

E D

IG

IT

AL

LY

S

IG

N E D A

N D S

E

AL

E D U

N D E R R

U

LE

1G

-2

3.

4� F

.A .C

CA 33380

2255 KILLEARN CENTER BLVD.

SUITE 200

TALLAHASSEE, FLORIDA 32309

TEL. (850) 224-4400

EXISTING CURB AND GUTTER TO BE REMOVED

EXISTING ASPHALT TO BE REMOVED AND REPLACED

LIMITS OF WATERLINE REMOVAL

LIMITS OF FIBER OPTIC CABLE RELOCATION

EXISTING TREE TO BE REMOVED

EXISTING TREES TO REMAIN

EXISTING MAJOR CONTOURS

EXISTING MINOR CONTOURS

TREE BARRICADE

LEGEND

UTILITY LEGEND:

= BURIED ELECTRIC

= BURIED TELEVISON

= BURIED FIBER OPTIC

= BURIED TELEPHONE

= GEOTHERMAL EXTENTS

= UNKNOWN UTILITY

= WATER MAIN

ABBREVIATIONS LEGEND:

(B) = QUALITY LEVEL "B"

BFO = FIBER OPTIC CABLE

BT = BURIED TELEPHONE

BTV = BURIED ANTENNA TELEVISION

W = WATER LINE

EXISTING CONDITIONS AND

DEMOLITION PLAN

C103

O T

O T

O T

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

ELUF4

118.�2

FND1�2�IRNOCAP

EFPRQ1

11�.22

FND4;4C0ONL%��83

ELUF5

11�.03

FND1�2�IRCL%��83

EWS1

11�.22

EVKS1

11�.00

EVKSW1

130.25

EVKS2

12�.35

EVKS3

125.44

EVKSW2

145.3�

W.LIGHT

EJ\D1

11�.18EJ\D2

11�.�1

EJ\D3

11�.03

EJ\D4

11�.��

EJ\D5

11�.�4

WATER EPZ1

118.81

%RO.EN LID

EWUHH1

120.12

14�PAL0

EJ\S1

11�.1�

EJ\D�

11�.10

SD

EPKG1

11�.24

SD

EPKG2

11�.2�

EVVV1

11�.�4

E0ERGENCY 9EHICLE WARNING NO DATE

EWS2

11�.�5

EJ\D�

11�.34

EGOS1

118.30

UNITYFI%ER

EGOS2

118.22

UNITYFI%ER

EGOS3

118.01

0CIFOC

EGOS4

11�.1�

WATERECUA

EWSG1

11�.80

%ELLSOUTH%RO.ENTOP

EZSE1

11�.43 ;2

UNITYFI%ER

EZSE2

118.�0 ;2

0CI

WATER

EYFZ1

11�.21

EVVV2

11�.04

SPEED LI0IT 45 NO DATE

ESS1

118.8�

EJ\D8

11�.3�

EZSE3

115.50 ;3

NOID

EGOS5

11�.05

NOID

EGOS�

11�.31

FOC

EGOS�

115.�2

UNITYFOC

EGOS8

115.�5

UNITYFOCEGOS�

11�.24

FOCEGOS10

118.38

FOC

EZSE4

11�.82 ;3

CAT9

EZSE5

11�.85

STOP NO DATE

EIOG1

113.05

FLOODLIGHT

EIOG2

11�.�2

FLOODLIGHT

EIOG3

11�.�1

FLOODLIGHT EIOG4

11�.8�

FLOODLIGHT

EIOG5

11�.83

FLOODLIGHT

EIOG�

11�.5�

FLOODLIGHT

FZSE1

115.�5 ;2

TRAFFICSIGNAL

FZSE2

11�.5� ;2

TRAFFICSIGNAL

FZSE3

118.22 ;3

0CI

FGOS1

11�.�1

0CIFOC

FVKSW1

11�.58

FWS1

118.4�

FVVS1

11�.5�

FVVS2

121.33

FVVV1

118.0�

STOPSIGNNODATE

FVUYF1

118.2� 2.3 ;3.2

TRAFFIC

FJ\D1

115.��

FJ\D2

115.28

FJ\D3

118.03

SD

FPKG1

115.04SD

FPKG2

11�.01

FHOH1

115.4�

UNDERGROUNDPOWER

FZSE4

11�.08 ;2

STREETLIGHTING

FZSE5

115.01 1.2

ELECTRIC

FVUYF2

113.�4 1.3 ;2

UN.

FVUYF3

113.1� ;2

ELECTRICTRAFFICCONTROLAR0

FVUYF4

113.3� ;2

ELECTRICTRAFFICCONTROLAR0

FVVV2

115.00

DONOTENTERNODATE

FVVV3

115.1�

DONOTENTERNODATE

FVVV4

115.02

STOPNODATE

FVVV5

113.�1

WELCO0ETOPU%LICSAFETY

FVVV�

113.�0

WELCO0ETOPU%LICSAFETY

FVVV�

113.�2

WELCO0ETOPU%LICSAFETY

FVVV8

113.�1

WELCO0ETOPU%LICSAFETY

FVVV�

113.�1

WELCO0ETOPU%LICSAFETY

FVVV10

113.�2

WELCO0ETOPU%LICSAFETY

FVVV11

113.55

WELCO0ETOPU%LICSAFETY

FIOG1

112.38

FZSE�

114.01 1.2�;.8

IRRIGATION

FIOG2

112.3�

SD

FPKG3

113.4�

STOR0 FGOS2

113.20

1�P9CREFLECTORPOST

FGOS3

112.35

1�P9CREFLECTORPOST

FGOS4

112.41

1�P9CREFLECTORPOST

FGOS5

112.�1

1�P9CREFLECTORPOST

FZSE�

113.�� ;2

TELCO0

FFOQR1

114.�5

FFOQR2

114.82

FFOQR3

114.�2

SAN

FPKV1

114.8�

SANITARY

SAN

FPKV2

114.84

SANITARY

FZSE8

114.��

1.2

ELECTRIC

FZS1

112.35 E1-1

FZS2

112.11

E1-2FZS3

112.00 E1-3

FZS4

112.42 E1-4

FZS5

113.42 E2-1

FZS�

113.4� E2-2

FZS�

112.55 E2-3

FZS8

112.51 E2-4

FZS�

112.2� E2-5

FZS10

112.35 E2-�

FZS11

112.52 E2-�

FZS12

112.40 E2-8

FZS13

112.83 E2-�

FZS14

112.42 E2-10

FZS15

113.10 E2-11

FZS1�

113.�4 E2-12

FZS1�

114.0� E2-13

FZS18

113.3� E2-14

FWSG1

113.53

NOID2

;1.3

TELECO00UNICATIONS

FWSG2

111.�8

NOID2

;1.3

TELECO00UNICATIONS

FZSE10

113.4� ;4

TELCO0

SD

FPKG4

112.8�

FIK1

112.82

WATER

FYFZ1

114.�8

FZSE11

114.�� ;2

ELECTRIC

FVVV12

114.14

RESER9EDPAR.ING

FVVV13

114.38

RESER9EDPAR.ING

FVVV14

114.�5

RESER9EDPAR.ING

FVVV15

114.80

RESER9EDPAR.ING

FVVV1�

114.�4

RESER9EDPAR.ING

FVVV1�

114.��

RESER9EDPAR.ING

SD

FPKG5

112.88

STOR0

SD

FPKG�

113.�2

STOR0NOTACCESI%LE

SD

FPKG�

113.0�

STOR0 SD

FPKG8

112.8�

STOR0NOTACCESI%LE

SD

FPKG�

114.5�

NOTACCESI%LENOTLA%ELED

BT(B)

BT(B)

BT(B)

BE(B)

BE(B)

BE(B)

BE(B)

BE(B)

BE(B)

BE(B)

BE(B)

BE(B)

BE(B)

B T B

B T B

B T B

B T B

B T B

B T B

B T B

B T B

B T B

B T B

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