50150622-Glendale_FD_3-20-24_FOR_BID.pdf

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FOR BID

877 CR 393 North

Santa Rosa Beach, FL 32459

850.267.0759

EB 0008794

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JANUARY 2024

50150622

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GLENDALE FIRE STATION

BOARD OF COUNTY COMMISSIONERS

WALTON COUNTY, FLORIDA

48 HOURS

BEFORE YOU DIG

CALL SUNSHINE ONE

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

PROJECT LOCATION

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GOVERNING STANDARD PLANS:

FLORIDA DEPARTMENT OF TRANSPORTATION, FY 2024-25 STANDARD PLANS FOR ROAD

AND BRIDGE CONSTRUCTION AND APPLICABLE INTERIM REVISIONS (IR'S)

STANDARD PLANS FOR ROAD CONSTRUCTION AND ASSOCIATED IR'S ARE AVAILABLE AT

THE FOLLOWING WEBSITE: http://www.fdot.gov/design/standardplans

GOVERNING STANDARD SPECIFICATIONS:

FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD

AND BRIDGE CONSTRUCTION, JANUARY 2021

STATE/FEDERAL PERMITS APPROVED

INSTALL INITIAL STAGE EROSION CONTROL MEASURES

DEMOLITION / CLEARING AND GRUBBING

CONSTRUCT STORM SEWER

CONSTRUCT UTILITIES

SITE CONSTRUCTION

BUILDING CONSTRUCTION

ESTABLISH PERMANENT LANDSCAPING

PERMANENT VEGETATION IS ESTABLISHED

AS-BUILT CERTIFICATION

MONTH 1 MONTH 2 MONTH 3 MONTH 4 MONTH 5 MONTH 6

CONSTRUCTION SEQUENCE

MONTH 7 MONTH 8

Sheet List Table

Sheet Number Sheet Title

CVR COVER SHEET

C1.1 GENERAL NOTES AND LEGEND

C2.1 MASTER DEVELOPMENT PLAN

C3.1 EXISTING CONDITIONS

C3.2 EROSION CONTROL

C3.3 STORMWATER POLLUTION PREVENTION AND PROTECTION PLAN

C4.1 SITE LAYOUT PLAN

C4.2 SITE GEOMETRY PLAN

C4.3 SITE GEOMETRY PLAN

C5.1 UTILITY PLAN

C6.1 ROADWAY PROFILES

C7.1 PAVING AND DRAINAGE

C7.2 PAVING AND DRAINAGE

C8.1 CONSTRUCTION DETAILS

C8.2 CONSTRUCTION DETAILS

C9.1 LANDSCAPE PLAN

A1.1 FLOOR PLAN

A1.2 FOUNDATION PLAN

A1.3 ROOF AND TRUSS PLAN

A1.4 ELEVATIONS

A1.5 CROSS SECTIONS AND DETAILS

A1.6 FOUNDATION DETAILS

A1.7 GENERAL NOTES

A1.8 LIFE SAFETY PLAN

RUDOLPH A. MALL, P.E. 94479

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JEFFERSON

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TALLAHASSEE

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LEON

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BAKER

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UNION

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BRADFORD

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WALTON COUNTY

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PROJECT NUMBER - 50150622

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JANUARY 2024

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PREPARED FOR:

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CONSTRUCTION PLANS FOR:

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FOR BID

877 CR 393 North

Santa Rosa Beach, FL 32459

850.267.0759

EB 0008794

C1.1

GENERAL NOTES

AND LEGEND

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50150622

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DENOTES WETLANDS

DENOTES EXISTING ASPHALT

DENOTES PROPOSED HEAVY DUTY ASPHALT

DENOTES PROPOSED LIGHT DUTY ASPHALT

DENOTES DIRT ROADWAY/DRIVEWAY

DENOTES GRAVEL ROADWAY/DRIVEWAY

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DENOTES CONCRETE

DENOTES MATERIAL TO BE DEMOLISHED AND REMOVED

DENOTES PROPERTY LINE

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DENOTES EXISTING STORM DRAIN TO BE REMOVED (REFER TO PLANS)

DENOTES EXISTING LINEAR OBJECT TO BE REMOVED (REFER TO PLANS)

DENOTES SILT FENCING

DENOTES TURBIDITY BARRIER

DENOTES HAY BALES

DENOTES EXISTING OBJECT TO BE REMOVED (REFER TO PLANS)

DENOTES EXISTING OBJECT TO BE RELOCATED (REFER TO PLANS)

DENOTES SECTION LINE

DENOTES SECTION/VIEW CALL OUT

DENOTES ELEVATION VIEW

RUDOLPH A. MALL, P.E. 94479

GENERAL NOTES: 1. THE CONTRACTORS SHALL NOTIFY THE ENGINEER OF RECORD OR DESIGNEE 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTORS SHALL NOTIFY THE ENGINEER OF RECORD OR DESIGNEE 48 HOURS PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING PRIVATE AND PUBLIC UTILITIES, PRIOR TO COMMENCING CONSTRUCTION THE CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING PRIVATE AND PUBLIC UTILITIES, PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. EXISTING UTILITIES ARE APPROXIMATE AND BASED ON PREVIOUS DESIGN, SURVEY. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF ANY AND ALL UTILITIES AS REQUIRED BY THE PLANS, AND UTILITY COMPANIES TO CONSTRUCT THE PROPOSED IMPROVEMENTS. UNLESS OTHERWISE STATED, CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE COST OF SAID RELOCATION. IF NECESSARY CONTRACTOR SHALL ALSO NOTIFY UTILITY OWNERS THROUGH SUNSHINE ONE CALL (800-432-4770) AT LEAST 2 FULL DAYS PRIOR TO EXCAVATION OR DEMOLITION. NOTE NOT ALL UTILITIES ARE UNDER THIS PROGRAM SO CONTRACTOR SHALL ENSURE TO THE BEST EXTENT CONTACT WITH ACTUAL COMPANIES. CONTRACTOR SHALL NOTIFY ENGINEER AND OWNER WHEN ANY INFRASTRUCTURE IS BEING PUT IN PLACE FOR ANY CONFLICT RESOLUTIONS. DEPTHS OF UTILITIES ON THESE PLANS ARE APPROXIMATE AND NOT ALL UTILITIES ARE LOCATED. 3. CONTRACTOR WILL COORDINATE WITH GEOTECHNICAL ENGINEER TO ENSURE THAT TESTING IS DONE FOR ALL SOILS, ASPHALT, AND BASE CONTRACTOR WILL COORDINATE WITH GEOTECHNICAL ENGINEER TO ENSURE THAT TESTING IS DONE FOR ALL SOILS, ASPHALT, AND BASE THAT IS ON THE PROJECT. 4. ALL CONDITIONS AND STIPULATIONS OF THE CONSTRUCTION PERMITS AND THE APPROVALS ISSUED BY THE WALTON COUNTY AND OTHER ALL CONDITIONS AND STIPULATIONS OF THE CONSTRUCTION PERMITS AND THE APPROVALS ISSUED BY THE WALTON COUNTY AND OTHER PERMITTING AGENCIES SHALL BE COMPLIED WITH IN EVERY DETAIL. 5. ALL ROADS DAMAGED BY CONSTRUCTION OPERATIONS ARE TO BE PATCHED OR RECONSTRUCTED AS DIRECTED BY THE COUNTY OR ALL ROADS DAMAGED BY CONSTRUCTION OPERATIONS ARE TO BE PATCHED OR RECONSTRUCTED AS DIRECTED BY THE COUNTY OR ENGINEER OR DESIGNEE. CONTRACTOR SHALL ALSO REFER TO FDOT STANDARD INDEX FOR ROADWAYS THAT NEED TO BE REPAIRED DUE TO UTILITY CONSTRUCTION. 6. THE CONTRACTOR SHALL TAKE STEPS NECESSARY TO PREVENT EROSION AND ANY OFF SITE SEDIMENT TRANSPORT RESULTING FROM THE CONTRACTOR SHALL TAKE STEPS NECESSARY TO PREVENT EROSION AND ANY OFF SITE SEDIMENT TRANSPORT RESULTING FROM INCREASED RUNOFF DURING CONSTRUCTION BY PROVIDING SILT FENCE AND/OR STAKED HAY BALES AS REQUIRED BY FDOT SPECIFICATION 104, THE FLORIDA STORMWATER, EROSION, AND SEDIMENT CONTROL INSPECTOR'S MANUAL, LATEST EDITION, OR AS INDICATED ON THE PLANS. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL ASSOCIATED DISTURBED AREAS ARE STABILIZED AS TO REDUCE SEDIMENT RUNOFF, UNLESS OTHERWISE DIRECTED BY THE ENGINEER OR DESIGNEE. 7. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. THE CONTRACTOR SHALL ALSO MAINTAIN THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. THE CONTRACTOR SHALL ALSO MAINTAIN EROSION CONTROL DEVICES DURING CONSTRUCTION TO PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE AND ENTERING THE EXISTING STORMWATER SYSTEM. THE EROSION CONTROL DEVICES SHOWN ON THE EROSION CONTROL (SWPPP) PLANS ARE THE MINIMUM REQUIRED AND SHALL BE MAINTAINED IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS. ADDITIONAL EROSION CONTROLS MAY BE REQUIRED BY THE INSPECTOR TO CONTROL SEDIMENTS AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL STORMWATER RUNOFF SHALL BE CONTROLLED DURING THE COURSE OF CONSTRUCTION. IMPACT TO OFFSITE IS NOT ANTICIPATED. ALSO, THE CONTRACTOR SHALL REFER TO THE "FLORIDA STORMWATER EROSION AND SEDIMENT CONTROL INSPECTORS MANUAL" FOR ADDITIONAL EROSION CONTROL MEASURE AND ALTERNATIVES. ALTERNATIVES BY THE CONTRACTOR SHALL BE APPROVED BY THE ENGINEER AND INSPECTOR. CONTRACTOR SHALL SEEK APPROVAL FROM COUNTY AND THE ENGINEER OF RECORD FOR ANY SUBSTITUTIONS TO THE EROSION CONTROL MEASURES. 8. ALL DISTURBED AREAS ON PROJECT SITE SHALL BE SODDED, UNLESS OTHERWISE NOTED ON THE PLANS. ALL SODDING SHALL BE ALL DISTURBED AREAS ON PROJECT SITE SHALL BE SODDED, UNLESS OTHERWISE NOTED ON THE PLANS. ALL SODDING SHALL BE PINNED ON SLOPES GREATER THAN 3:1 TO PREVENT EROSION. DISTURBED AREAS OUTSIDE THE SILT FENCED PERIMETER SHALL BE STABILIZED IMMEDIATELY AFTER FINAL GRADE IS ACHIEVED. ALL DISTURBED AREAS TO BE LEFT IDLE FOR MORE THAN 14 DAYS SHALL BE STABILIZED WITH QUICK GROW SEED AND MULCH. THE CONTRACTOR SHALL WARRANTY FOR A MINIMUM OF 1 YEAR AFTER ACCEPTANCE (OR LONGER AS SPECIFIED ELSEWHERE). 9. ANY NECESSARY PERMITS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. OWNER OR ITS DESIGNEE WILL ASSIST THE CONTRACTOR WITH REQUIRED PERMITS. 10. THE CONTRACTOR IS CAUTIONED TO VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE PROJECT PRIOR TO BIDDING AND/OR CONSTRUCTION. 11. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PRESERVE OR RELOCATE ALL BENCHMARKS (VERTICAL CONTROL) AS NEEDED DURING CONSTRUCTION. ALL PUBLIC OR PRIVATE CORNER MONUMENTATION SHALL BE PROTECTED. IF A PUBLIC OR PRIVATE CORNER MONUMENTATION IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OR DESIGNEE IMMEDIATELY. ANY OKALOOSA COUNTY HARN/GPS NETWORK MONUMENTS OR BUREAU OF SURVEY AND MAPPING GPS NETWORK MONUMENTS WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PROTECTED. IF ANY HARN/GPS NETWORK MONUMENTS OR BUREAU OF SURVEY AND MAPPING GPS NETWORK MONUMENTS ARE DISTURBED OR DESTROYED THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELACEMENT OF THE MONUMENTS AND HAVE THE MONUMENTS POSITION DETERMINED BY A FLORIDA LICENSED PROFESSIONAL SURVEYOR AND MAPPER USING GUIDELINES AS ESTABLISHED BY NATIONAL GEODETIC SURVEY FOR BLUE BOOKING AND APPROVAL. 12. EXISTING DRAINAGE FEATURES WITHIN CONSTRUCTION LIMITS SHALL REMAIN UNLESS OTHERWISE NOTED. 13. THE CONTRACTOR SHALL MATCH EXISTING CONDITIONS AT THE BEGINNING AND END OF CONSTRUCTION AS DIRECTED BY THE COUNTY ENGINEER OR DESIGNEE. 14. EXISTING STREETS AND DRIVES SHALL BE MAINTAINED TO LOCAL TRAFFIC AND PROPERTY OWNERS. 15. ANY REFERENCE TO FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION, "DIVISION 1, GENERAL REQUIREMENTS AND COVENANTS", SHALL BE EXCLUDED AND NOT APPLICABLE TO ANY SPECIFICATION REFERRED HEREIN OR OTHERWISE LISTED IN THESE PLANS OR RELATED DOCUMENTS OR THE WALTON COUNTY TECHNICAL SPECIFICATIONS. CONTRACTOR MAY SUBSTITUTE FDOT ITEMS FOR THE INFRASTRUCTURE CONSTRUCTION; ANY SUBSTITUTIONS SHALL HAVE A MINIMUM 50 YEAR LIFESPAN. CONTRACTOR WILL BE REQUIRED TO PROVIDE DESIGNS OR VERIFICATION OF SUBSTITUTE. ALL SIGNS REFERRED TO IN THE PLANS SHALL BE IN ACCORDANCE WITH MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) LATEST EDITION. ALL STRUCTURES THAT ARE SUBSTITUTED SHALL HAVE OPENINGS SIMILAR TO THOSE NOTED IN THE FDOT INDEX OR THOSE SPECIFIED ON THE PLANS. 16. EXISTING STREET AND ROAD NAME SIGNS ON THE PROJECT SHALL BE KEPT VISIBLE AT ALL TIMES FOR THE FACILITATION OF ACCESS BY EMERGENCY VEHICLES. ALL OTHER EXISTING SIGNS THAT CONFLICT WITH CONSTRUCTION OPERATIONS SHALL BE TAKEN DOWN AND STOCKPILED WITHIN THE R/W LIMITS BY THE CONTRACTOR AS DIRECTED BY THE COUNTY ENGINEER OR DESIGNEE. ANY EXISTING SIGNS THAT ARE TO BE RELOCATED AND ARE DAMAGED BEYOND USE BY THE CONTRACTOR SHALL BE REPLACED BY THE CONTRACTOR AT HIS/HER EXPENSE. 17. CONTRACTOR SHALL COMPLY WITH ALL F.D.E.P. AND NWFWMD. OF ENGINEERS REQUIREMENTS IF REQUIRED. 18. GRADED AGGREGATE BASE SHALL BE REQUIRED WHERE THE SEASONAL HIGH GROUND WATER ENCROACHES WITHIN TWO (2) FEET OF THE GRADED AGGREGATE BASE SHALL BE REQUIRED WHERE THE SEASONAL HIGH GROUND WATER ENCROACHES WITHIN TWO (2) FEET OF THE BOTTOM OF BASE. 19. ALL TREES WITHIN LIMITS OF CONSTRUCTION SHALL BE PRESERVED UNLESS OTHERWISE NOTED IN PLANS. ALL TREES WITHIN LIMITS OF CONSTRUCTION SHALL BE PRESERVED UNLESS OTHERWISE NOTED IN PLANS. 20. ALL COMPACTED FILL SHALL BE PLACED IN FOUR INCH (4") LIFTS FOR HAND POWERED TAMPERS AND EIGHT INCH (8") LIFTS FOR ALL COMPACTED FILL SHALL BE PLACED IN FOUR INCH (4") LIFTS FOR HAND POWERED TAMPERS AND EIGHT INCH (8") LIFTS FOR HEAVY EQUIPMENT OPERATED TAMPERS. 21. MAINTENANCE OF TRAFFIC AS PER FDOT INDEX 102. MAINTENANCE OF TRAFFIC AS PER FDOT INDEX 102. 22. PIPE LENGTHS SHOWN IN THE PLANS DO NOT INCLUDE THE LENGTH OF PIPE THAT MUST BE INSTALLED WITH THE MITERED END PIPE LENGTHS SHOWN IN THE PLANS DO NOT INCLUDE THE LENGTH OF PIPE THAT MUST BE INSTALLED WITH THE MITERED END SECTION. THEREFORE, ALL PIPE LENGTHS ASSOCIATED WITH MITERED END SECTIONS SHALL BE PAID FOR IN THE UNIT COST OF THE MITERED END SECTION. 23. TEMPORARY BENCHMARKS HAVE BEEN ESTABLISHED ON THIS PROPERTY WHICH SHOULD BE USED BY THE CONTRACTOR DURING TEMPORARY BENCHMARKS HAVE BEEN ESTABLISHED ON THIS PROPERTY WHICH SHOULD BE USED BY THE CONTRACTOR DURING CONSTRUCTION. DESCRIPTIONS OF THE BENCHMARKS CAN BE FOUND IN THESE PLANS. 24. ALL UNDERGROUND UTILITIES AND DRAINAGE STRUCTURES SHALL BE INSTALLED PRIOR TO CURB AND BASE CONSTRUCTION. ALL UNDERGROUND UTILITIES AND DRAINAGE STRUCTURES SHALL BE INSTALLED PRIOR TO CURB AND BASE CONSTRUCTION. 25. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED TESTING WITH THE SOILS ENGINEER. PAYMENT FOR TESTING WILL BE IN THE CONTRACTOR SHALL COORDINATE ALL REQUIRED TESTING WITH THE SOILS ENGINEER. PAYMENT FOR TESTING WILL BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 26. THE CONTRACTOR SHALL ADJUST ALL VALVE BOX AND MANHOLE CASTINGS TO MATCH FINAL SURFACE ELEVATIONS. THE CONTRACTOR SHALL ADJUST ALL VALVE BOX AND MANHOLE CASTINGS TO MATCH FINAL SURFACE ELEVATIONS. 27. AS-BUILTS ARE THE RESPONSIBILITY OF THE CONTRACTOR. IF THE AS-BUILT SURVEY INDICATES AN AREA OF INCOMPLETE OR AS-BUILTS ARE THE RESPONSIBILITY OF THE CONTRACTOR. IF THE AS-BUILT SURVEY INDICATES AN AREA OF INCOMPLETE OR UNACCEPTABLE WORK, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING THE NECESSARY REPAIRS, AS DIRECTED BY THE ENGINEER, OR OWNER. CONTRACTOR WILL BE REQUIRED TO PROVIDE UPDATED AS-BUILTS TO DEMONSTRATE COMPLIANCE WITH THE PLANS AND PERMITS. ALL FINAL AS-BUILT SURVEYS ARE REQUIRED TO BE CERTIFIED BY A FLORIDA REGISTERED PROFESSIONAL SURVEYOR. UTILITY NOTES: 1. THE LOCATION SHOWN FOR EXISTING UNDERGROUND UTILITIES IS APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION THE LOCATION SHOWN FOR EXISTING UNDERGROUND UTILITIES IS APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK IN EACH AREA. THE CONTRACTOR AGREES TO BE COMPLETELY RESPONSIBLE FOR ALL DAMAGES WHICH MIGHT OCCUR BY HIS/HER FAILURE TO EXACTLY LOCATE AND PRESERVE ALL UTILITIES. 2. UTILITY OWNERS SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY CONSTRUCTION SO THAT THE UTILITY OWNER CAN SPOT VERIFY 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: KNOWN UTILITIES OWNERS INCLUDE: WATER/SEWER REGIONAL UTILITIES 4432 US HWY 98 E SANTA ROSA BEACH, FL. PH: (850) 231-5114 ELECTRIC - GULF POWER MR. TOM RICHARDSON 140 HOLLYWOOD BLVD SW FORT WALTON BEACH, FL. PH: (850) 833-4881 NATURAL GAS - OKALOOSA GAS DISTRICT NATURAL GAS - OKALOOSA GAS DISTRICT MR. GLENN BAILEY MR. GLENN BAILEY 20 HUGHES ST NE 20 HUGHES ST NE FORT WALTON BEACH, FL. PH: (850) 729-4700 FORT WALTON BEACH, FL. PH: (850) 729-4700 CABLE - COX CABLE CABLE - COX CABLE 320 RACETRACK ROAD NW 320 RACETRACK ROAD NW FORT WALTON BEACH, FL. PH: (850) 862-4142 FORT WALTON BEACH, FL. PH: (850) 862-4142 TELEPHONE - CENTURYLINK TELEPHONE - CENTURYLINK 411 B MARY ESTHER CUT OFF 411 B MARY ESTHER CUT OFF FORT WALTON BEACH, FL. PH: (850) 244-1150 FORT WALTON BEACH, FL. PH: (850) 244-1150 SUNSHINE STATE ONE-CALL, SUNSHINE STATE ONE-CALL, , 605 WEST GARDEN STREET 605 WEST GARDEN STREET ORLANDO, FL. 32809 PH: (800) 432-4770 ORLANDO, FL. 32809 PH: (800) 432-4770 3. CENTURYLINK WILL COMPLETE ALL WORK DURING THE HOURS OF 7:30 AM - 4:30 PM, MONDAY THRU FRIDAY. NO NIGHT OR WEEKEND CENTURYLINK WILL COMPLETE ALL WORK DURING THE HOURS OF 7:30 AM - 4:30 PM, MONDAY THRU FRIDAY. NO NIGHT OR WEEKEND WORK. 4. ALL CABLE DAMAGE MUST BE REPORTED TO THE COX CABLE REPAIR SERVICE DEPARTMENT AT 611 FROM A LAND LINE OR ALL CABLE DAMAGE MUST BE REPORTED TO THE COX CABLE REPAIR SERVICE DEPARTMENT AT 611 FROM A LAND LINE OR 877-737-2478 IF USING A CELL PHONE. 5. CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AREAS OF OVERHEAD TRANSMISSION LINES AND UNDERGROUND CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AREAS OF OVERHEAD TRANSMISSION LINES AND UNDERGROUND UTILITIES. 6. UTILITIES ARE TO REMAIN AND BE PROTECTED DURING CONSTRUCTION. NECESSARY REPAIRS SHALL BE CONSIDERED INCIDENTAL TO UTILITIES ARE TO REMAIN AND BE PROTECTED DURING CONSTRUCTION. NECESSARY REPAIRS SHALL BE CONSIDERED INCIDENTAL TO OTHER PAY ITEMS AND SHALL BE TO THE SATISFACTION OF THE UTILITY OWNERS. LAYOUT NOTES: 1. THE ELEVATIONS AS SHOWN HEREON ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM (1988). THE ELEVATIONS AS SHOWN HEREON ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM (1988). 2. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES AND TO DETERMINE IF OTHER IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES AND TO DETERMINE IF OTHER UTILITIES WILL BE ENCOUNTERED DURING THE COURSE OF THE WORK AND TAKE ALL NECESSARY STEPS TO PROVIDE FOR UTILITY PROTECTION. 3. REFERENCE BENCHMARKS EXISTS ON THIS PROPERTY AS SHOWN HEREON. REFERENCE BENCHMARKS EXISTS ON THIS PROPERTY AS SHOWN HEREON. 4. CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY REGARDING ANY APPARENT CONFLICTS IN THE PROPOSED IMPROVEMENTS CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY REGARDING ANY APPARENT CONFLICTS IN THE PROPOSED IMPROVEMENTS ENCOUNTERED DURING THE COURSE OF CONSTRUCTION. STORMWATER SYSTEM MAINTENANCE: 1. CONTRACTOR SHALL STAGE AND TIME CONSTRUCTION TO MINIMIZE THE SIZE OF EXPOSED SOIL AREAS AND THE TIME BETWEEN EXPOSING CONTRACTOR SHALL STAGE AND TIME CONSTRUCTION TO MINIMIZE THE SIZE OF EXPOSED SOIL AREAS AND THE TIME BETWEEN EXPOSING THE SOIL AREA AND FINISHING THE SOIL AREA. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING A TASK TO PROVIDE EROSION CONTROL UNLESS ANOTHER PARTY IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING A TASK TO PROVIDE EROSION CONTROL UNLESS ANOTHER PARTY HAS BEEN PREVIOUSLY SPECIFIED AS RESPONSIBLE FOR THE EROSION CONTROL ASSOCIATED WITH THAT TASK. IN THE EVENT ANOTHER PARTY IS RESPONSIBLE FOR EROSION CONTROL, THE CONTRACTOR SHALL STILL BE RESPONSIBLE FOR COORDINATION WITH THE PARTY RESPONSIBLE. IN THE EVENT THAT DAMAGE TO THE CONSTRUCTED ITEM ARE DUE TO LACK OF EROSION CONTROL, THE CONTRACTOR SHALL REPAIR OR REPLACE THE ITEM AT NO CHARGE TO THE OWNER. 3. THE CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES, SILT FENCE, TURBIDITY BARRIER, OR AS THE CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES, SILT FENCE, TURBIDITY BARRIER, OR AS SPECIFIED IN THE CONSTRUCTION DRAWINGS) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS, WATERWAYS, AND WETLAND OR JURISDICTIONAL AREAS. IF, IN THE OPINION OF THE ENGINEER, AND/OR REGULATORY AUTHORITIES, EXCESSIVE QUANTITIES OF MATERIAL ARE TRANSPORTED OFF-SITE BY EROSION OR STORMWATER RUNOFF, THE CONTRACTOR SHALL IMPROVE CONDITIONS TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES AT NO ADDITIONAL COST TO THE OWNER. IN NO CASE SHALL CONSTRUCTION COMMENCE PRIOR TO INSTALLATION OF EROSION CONTROL/SEDIMENTATION BARRIER. 4. ALL EXPOSED CORNERS EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4". ALL EXPOSED CORNERS EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4". 5. CONSTRUCTION OF THE ROADWAY AND DRAINAGE SYSTEMS SHALL CONFORM TO THE MOST RECENT FDOT ROAD AND BRIDGE MANUAL AND CONSTRUCTION OF THE ROADWAY AND DRAINAGE SYSTEMS SHALL CONFORM TO THE MOST RECENT FDOT ROAD AND BRIDGE MANUAL AND SUPPLEMENTS. EROSION CONTROL NOTES: 1. EROSION PROTECTION: SOIL EROSION SEDIMENTATION MUST BE CONTROLLED AND RETAINED ON SITE DURING CONSTRUCTION. EROSION PROTECTION: SOIL EROSION SEDIMENTATION MUST BE CONTROLLED AND RETAINED ON SITE DURING CONSTRUCTION. THEREFORE, EROSION PROTECTION, SUCH AS STAKED BALED HAY AND SILT FENCE BARRIERS, MUST BE INSTALLED PRIOR TO START OF CONSTRUCTION. 2. SILT FENCE BARRIER SHALL BE INSTALLED AS SHOWN ON PLANS, AND IN ALL AREAS SUBJECT TO SOIL EROSION SEDIMENTATION. SILT FENCE BARRIER SHALL BE INSTALLED AS SHOWN ON PLANS, AND IN ALL AREAS SUBJECT TO SOIL EROSION SEDIMENTATION. 3. SOD ALL SLOPES 3:1 OR STEEPER. SOD ALL SLOPES 3:1 OR STEEPER. 4. CONTRACTOR SHALL RETAIN ALL SOIL EROSION SEDIMENTATION ON-SITE. CONTRACTOR SHALL RETAIN ALL SOIL EROSION SEDIMENTATION ON-SITE. 5. ALL DISTURBED AREAS NOT SPECIFICALLY SHOWN TO BE SODDED SHALL BE GRASSED AND MULCHED. THE GRASS SEED SHALL BE 20 ALL DISTURBED AREAS NOT SPECIFICALLY SHOWN TO BE SODDED SHALL BE GRASSED AND MULCHED. THE GRASS SEED SHALL BE 20 PARTS BERMUDA AND 80 PARTS PENSACOLA BAHIA. APPLICATION SHALL BE 100 POUNDS PER ACRE. IF CONSTRUCTION OCCURS DURING THE MONTHS OF OCTOBER THROUGH JANUARY, SEEDING SHALL BE 50 PARTS WINTER RYE AND 50 PARTS PENSACOLA BAHIA AT 100 POUNDS PER ACRE. SEEDED AREAS SHALL BE FERTILIZED WITH 8-8-8 NPK DRY FERTILIZER AT THE RATE OF 800 POUNDS PER ACRE. 6. ALL AREAS TO BE GRASSED AND MULCHED SHALL HAVE A MINIMUM OF ONE INCH OF TOPSOIL DISTRIBUTED PRIOR TO SEEDING. ALL AREAS TO BE GRASSED AND MULCHED SHALL HAVE A MINIMUM OF ONE INCH OF TOPSOIL DISTRIBUTED PRIOR TO SEEDING. 7. FUNCTIONAL EROSION AND SILTATION CONTROLS SHALL BE INSTALLED AS NEEDED THROUGHOUT THE CLEARED AREAS AND AS SHOWN ON FUNCTIONAL EROSION AND SILTATION CONTROLS SHALL BE INSTALLED AS NEEDED THROUGHOUT THE CLEARED AREAS AND AS SHOWN ON THE CONSTRUCTION PLANS IMMEDIATELY SUBSEQUENT TO ESTABLISHED ROUGH GRADE. 8. ALL EROSION CONTROL STRUCTURES SHALL BE IN PLACE BEFORE DEMOLITION BEGINS. ALL EROSION CONTROL STRUCTURES SHALL BE IN PLACE BEFORE DEMOLITION BEGINS. 9. CONSTRUCT FILTER FENCES, HAY BALES AND TREE BARRICADES. CONSTRUCT FILTER FENCES, HAY BALES AND TREE BARRICADES. 10. STRIP THE TOP SOIL AND STOCK PILE FOR USE IN LANDSCAPED AREAS. STRIP THE TOP SOIL AND STOCK PILE FOR USE IN LANDSCAPED AREAS. 11. INSTALL UTILITIES AND DRAINAGE PIPES PROTECTING INLETS WITH STAKED HAY BALES OR FILTER FENCE TO PREVENT SEDIMENT FROM INSTALL UTILITIES AND DRAINAGE PIPES PROTECTING INLETS WITH STAKED HAY BALES OR FILTER FENCE TO PREVENT SEDIMENT FROM ENTERING THE DRAINAGE SYSTEMS. CONSTRUCT STORMWATER MANAGEMENT CONTROL STRUCTURES. (FILTRATION, RATE CONTROL, ETC.) 12. CONSTRUCT DRAINAGE, PARKING AND OTHER IMPROVEMENTS AS SHOWN ON THE PLANS; MAINTAIN SEDIMENTATION, EROSION AND TREE CONSTRUCT DRAINAGE, PARKING AND OTHER IMPROVEMENTS AS SHOWN ON THE PLANS; MAINTAIN SEDIMENTATION, EROSION AND TREE PROTECTION MEASURES. 13. FINAL GRADE THE SITE AND LANDSCAPE AS PER PLANS AND SPECIFICATIONS, STABILIZING ALL DISTURBED AREAS. FINAL GRADE THE SITE AND LANDSCAPE AS PER PLANS AND SPECIFICATIONS, STABILIZING ALL DISTURBED AREAS. 14. NO HEAVY EQUIPMENT IN NATURAL AREAS, ALL PLANTING TO BE DONE BY HAND. NO HEAVY EQUIPMENT IN NATURAL AREAS, ALL PLANTING TO BE DONE BY HAND. 15. ALL DISTURBED AREAS SHALL BE SATISFACTORILY STABLILIZED. UNLESS OTHERWISE SPECIFIED, SOD SHALL BE PROVIDED IN THE ALL DISTURBED AREAS SHALL BE SATISFACTORILY STABLILIZED. UNLESS OTHERWISE SPECIFIED, SOD SHALL BE PROVIDED IN THE FOLLOWING AREAS: a. ALL SLOPES 3:1 AND STEEPER. b. ENTIRE AREA BETWEEN SIDEWALKS AND BACK OF CURB. c. INTERIOR SLOPES OF PONDS AND SWALES, AND IN A TWO-FOOT WIDE STRIP ALONG THE TOP OF BANK OF ALL PONDS AND SWALES. d. IN A TWO-FEET WIDE STRIP ALONG ALL BUILDINGS, STRUCTURES, ROADS WHERE NO SIDEWALKS RUN PARALLEL, AND OUTER EDGES OF ALL SIDEWALKS. OTHER AREAS MAY BE SEEDED AND MULCH, UNLESS OTHERWISE SPECIFIED. CONTRACTOR SHALL MAINTAIN GRASSED UNTIL PLANTS HAVE TAKEN ROOT AND THE AREA IS SATISFACTORILY STABILIZED. CONSTRUCTION SEQUENCE: 1. CONTRACTOR WILL BE RESPONSIBLE FOR SCHEDULING A PRE-CONSTRUCTION CONFERENCE WITH THE WALTON COUNTY, UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR SCHEDULING A PRE-CONSTRUCTION CONFERENCE WITH THE WALTON COUNTY, UTILITY COMPANIES, ENGINEER AND ALL OTHER PARTIES REQUIRED FOR COMMENCEMENT OF PROJECT. THIS MEETING SHALL TAKE PLACE PRIOR TO COMMENCEMENT OF ANY PROJECT RELATED ACTIVITIES. AT THIS TIME PRIOR TO ANY CONSTRUCTION THE PERMIT MUST BE POSTED WITHOUT NAILING TO ANY TREE ON SITE. 2. THE CONTRACTOR SHALL ENSURE THAT A FOREMAN OR SUPERVISOR WHO HAS BEEN CERTIFIED UNDER FLORIDA STORMWATER, EROSION, THE CONTRACTOR SHALL ENSURE THAT A FOREMAN OR SUPERVISOR WHO HAS BEEN CERTIFIED UNDER FLORIDA STORMWATER, EROSION, AND SEDIMENTATION CONTROL INSPECTOR TRAINING PROGRAM IS AVAILABLE IN PERSON OR BY TELEPHONE AT ALL TIMES DURING CONSTRUCTION ACTIVITIES. CONSTRUCTION SHALL NOT COMMENCE UNTIL INFORMATION (NAME AND PHONE NUMBER) OF CERTIFIED STORMWATER EROSION AND SEDIMENT CONTROL INSPECTOR HAS BEEN PROVIDED TO THE COUNTY AT THE PRE-CONSTRUCTION MEETING. 3. PRIOR TO CLEARING, A SILT FENCE BACKED WITH 4' HOG WIRE FENCE (TRENCHED 8 INCHES DEEP AND BACKFILLED ON THE UPHILL PRIOR TO CLEARING, A SILT FENCE BACKED WITH 4' HOG WIRE FENCE (TRENCHED 8 INCHES DEEP AND BACKFILLED ON THE UPHILL SIDE), SHALL BE INSTALLED AS SHOWN ON THE PLANS. SILT FENCE MUST NOT BE TRENCHED WITHIN THE CPZ OF ANY TREES TO BE PROTECTED. EROSION CONTROL SHOWN ON PLANS IS REQUIRED. ADDITIONAL SEDIMENT AND EROSION CONTROL MEASURES MAY BE REQUIRED DURING ANY PHASE OF THE DEVELOPMENT, AT THE DISCRETION OF THE CITY INSPECTOR. THE CITY INSPECTOR MAY REQUIRE ADDITIONAL MEASURES TO PREVENT ADDITIONAL EROSION. CONTRACTOR SHALL PROVIDE OUTLET PROTECTIONS FOR SEDIMENTS THAT MAY LEAVE THE SITE. CONTRACTOR WILL BE RESPONSIBLE FOR CLEANING THE SITE AFTER CONSTRUCTION. CONTRACTOR CAN USE ADDITIONAL ALTERNATIVE TO PREVENT SEDIMENTS FROM LEAVING THE SITE. CONTRACTOR WILL BE RESPONSIBLE FOR ANY OFFSITE IMPACTS. DO NOT BEGIN CONSTRUCTION UNTIL EROSION CONTROL DEVICES HAVE BEEN INSPECTED AND APPROVED BY THE LOCAL PERMITTING AUTHORITY. 4. DURING THE CLEARING, GRUBBING AND SITE GRADING STAGES, AREAS THAT ARE DISTURBED MORE THAN 7 DAYS SHALL BE STABILIZED DURING THE CLEARING, GRUBBING AND SITE GRADING STAGES, AREAS THAT ARE DISTURBED MORE THAN 7 DAYS SHALL BE STABILIZED WITH RYE GRASS APPLIED AT MANUFACTURER'S RECOMMENDATIONS. AFTER SEEDING, EACH AREA SHALL BE MULCHED WITH 4,000 POUNDS OF STRAW PER ACRE. ALL EXPOSED SLOPES THAT ARE EQUAL TO OR GREATER THAN 5%, AN EROSION BLANKET SHALL BE UTILIZED UNTIL THE AREA ACHIEVES FINAL STABILIZATION. TO LIMIT THE AMOUNT OF EROSION ON SITE CONTRACTOR SHALL CLEAR SITE AS NEEDED DURING CONSTRUCTION. CONTRACTOR SHALL USE CARE WHEN CUTTING GRADES FOR THE WALL AND SWALE. CONTRACTOR SHALL ALSO PREPARE DIVERSION BERMS AS NEEDED. 5. ALL SEDIMENT IS TO BE CAPTURED ON THE PROJECT SITE. ANY SEDIMENT ESCAPING THE PROJECT SITE WILL BE REQUIRED TO BE ALL SEDIMENT IS TO BE CAPTURED ON THE PROJECT SITE. ANY SEDIMENT ESCAPING THE PROJECT SITE WILL BE REQUIRED TO BE REMOVED AND RESTORED INCLUDING THE TRACKING OF SOIL ON STREETS. 6. CONSTRUCT UTILITIES AND OTHER IMPROVEMENTS IN ACCORDANCE WITH THE APPROVED DRAWINGS. CONSTRUCT UTILITIES AND OTHER IMPROVEMENTS IN ACCORDANCE WITH THE APPROVED DRAWINGS. 9. TEMPORARY SEEDING SHALL BE RYE GRASS APPLIED AT MANUFACTURER'S RECOMMENDATIONS TO ANY DISTURBED AREAS THAT ARE TEMPORARY SEEDING SHALL BE RYE GRASS APPLIED AT MANUFACTURER'S RECOMMENDATIONS TO ANY DISTURBED AREAS THAT ARE INACTIVE MORE THAN 7 DAYS. SOD SHALL BE USED TO STABILIZE THE STORMWATER DISCHARGE SWALE. FILTER FABRIC SHALL BE PLACED UNDER STORMWATER DISCHARGE SWALE OUTFALL. SOD STRIPS IN SWALES AND WATERWAYS SHALL BE LAID PERPENDICULAR TO THE DIRECTION OF FLOW. SOD SHALL BE PEGGED OR STAPLED TO RESIST WASHOUT DURING THE ESTABLISHMENT PERIOD. 10. DAILY SWEEPING WILL BE REQUIRED ON THE PROPERTY AND IMMEDIATELY AFTER STORM EVENTS TO PREVENT TRACKING OF SEDIMENT DAILY SWEEPING WILL BE REQUIRED ON THE PROPERTY AND IMMEDIATELY AFTER STORM EVENTS TO PREVENT TRACKING OF SEDIMENT ONTO STREETS AND RIGHT-OF-WAY. 11. REMOVE ALL SEDIMENT/EROSION CONTROL DEVICES. REMOVE AND DISTRIBUTE ANY REMAINING SEDIMENT ONCE FULLY STABILIZED. ASSURE REMOVE ALL SEDIMENT/EROSION CONTROL DEVICES. REMOVE AND DISTRIBUTE ANY REMAINING SEDIMENT ONCE FULLY STABILIZED. ASSURE THAT DISTRIBUTED SEDIMENT WILL NOT BE REDISTRIBUTED. ANY EXCESS DIRT SHALL BE DISPOSED OF IN A MANNER OFF SITE THAT WILL NOT CAUSE ANY EROSION OR SEDIMENT ISSUES. CONTRACTOR WILL ALSO INSPECT STRUCTURES FOR SEDIMENT. ANY SEDIMENT SHALL BE FLUSHED FROM THE CONVEYANCE SYSTEM. 12. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER. 13. EACH CONTRACTOR SHALL CARRY ON HIS WORK AND ADHERE TO THE PROGRESS SCHEDULE DURING ALL DISPUTES OR DISAGREEMENTS EACH CONTRACTOR SHALL CARRY ON HIS WORK AND ADHERE TO THE PROGRESS SCHEDULE DURING ALL DISPUTES OR DISAGREEMENTS WITH THE OWNER. NO WORK SHALL BE DELAYED OR POSTPONED PENDING RESOLUTION OF ANY DISPUTES OR DISAGREEMENTS. 14. KEEP EXISTING PAVEMENT AS SHOWN, AND SAW CUT WHERE NEEDED FOR DRAINAGE PIPE CROSSINGS. KEEP EXISTING PAVEMENT AS SHOWN, AND SAW CUT WHERE NEEDED FOR DRAINAGE PIPE CROSSINGS. 15. TWO WEEKS PRIOR TO FINAL INSPECTION, THE CONTRACTOR SHALL HAVE A WALK THROUGH WITH THE ENGINEER, AND OWNER AND A TWO WEEKS PRIOR TO FINAL INSPECTION, THE CONTRACTOR SHALL HAVE A WALK THROUGH WITH THE ENGINEER, AND OWNER AND A PUNCH LIST SHALL BE PREPARED. ONCE ALL PUNCH LIST ITEMS ARE ADDRESSED TO SATISFY THE ENVIRONMENTAL PERMIT, THE CONTRACTOR SHALL ALSO SCHEDULE A WALK THROUGH WITH THE OWNER, ARCHITECT, ENGINEER AND COUNTY UPON COMPLETION. 16. CONTRACTOR SHALL PROVIDE THE ENGINEER WITH MINIMUM OF SIX (6) COPIES OF A SIGNED AND SEALED AS-BUILT SURVEY TO VERIFY CONTRACTOR SHALL PROVIDE THE ENGINEER WITH MINIMUM OF SIX (6) COPIES OF A SIGNED AND SEALED AS-BUILT SURVEY TO VERIFY THE INSTALLATION OF ALL INFRASTRUCTURE, STORMWATER CONVEYANCES, AND LANDSCAPE IMPROVEMENTS ACCORDING TO COUNTY ENVIRONMENTAL PERMITS.

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FOR BID

877 CR 393 North

Santa Rosa Beach, FL 32459

850.267.0759

EB 0008794

RUDOLPH A. MALL, P.E. 94479

30' 0'

60'

SCALE: 1" = 30'

15'

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SITE DATA SUMMARY

PARCEL ID: 27-5N-19-21000-001-0040

FUTURE LAND USE: COMMERCIAL

ZONING: GENRERAL COMERCIAL

SITE AREA: ±7.5 ACRES

BUILDING USE: FIRE STATION (MAX NO. OF EMPLOYEES=7)

PARKING REQUIRED: 1 SPACE / EMPLOYEE = 7

PARKING PROVIDED: 18 SPACES (INCLUDING 1 HANDICAP)

BUILDING SETBACKS:

REQUIRED PROVIDED

FRONT 25' 126'

SIDE 10' 144'

REAR 20' 322'

IMPERVIOUS SURFACE PROPOSED: 41,698 SF / 0.96 AC

ASPHALT / CONCRETE = 33,578 SF

BUILDING = 8,120 SF

MAX FAR ALLOWED: 0.5 (50%)

MAX FAR PROVIDED: 8,120 / 329,313.6 = 0.02 (2%)

MAX ISR ALLOWED: 0.6 (60%)

MAX ISR PROVIDED: 41,698 / 329,313.6 = 0.13 (13%)

MAX BUILDING HEIGHT ALLOWED = 50-FT

MAX BUILDING HEIGHT PROPOSED = TBD (NO GREATER THAN 50-FT)

SPECIAL NOTE TO CONTRACTOR(S):

EXISTING UNDERGROUND AND ABOVE-GRADE FACILITIES, STRUCTURES, AND UTILITIES HAVE BEEN PLOTTED

ON THESE CONTRACT DOCUMENTS BASED ON THE INFORMATION AND SURVEYS AVAILABLE AT THE TIME OF

DRAWING PREPARATION. THE LOCATIONS OF THESE FEATURES MUST, THEREFORE, BE CONSIDERED

APPROXIMATE, ONLY. IN ADDITION, THERE MAY BE OTHER FACILITIES, STRUCTURES, AND UTILITIES WHICH DID

NOT EXIST (OR THE EXISTENCE OF WHICH WAS NOT KNOWN) AT THE TIME OF DRAWING PREPARATION. IT IS

THE SOLE RESPONSIBILITY OF THE CONTRACTOR(S) TO HAVE ALL EXISTING FACILITIES, STRUCTURES, AND

UTILITIES LOCATED IN THE FIELD PRIOR TO ANY EXCAVATION OR CONSTRUCTION ACTIVITY; AND TO PROTECT

ALL SUCH EXISTING FEATURES (EXCEPT THOSE SPECIFICALLY NOTED FOR REMOVAL OR DEMOLITION) DURING

CONSTRUCTION.

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SCALE

SEAL

REVISIONS

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FOR BID

877 CR 393 North

Santa Rosa Beach, FL 32459

850.267.0759

EB 0008794

RUDOLPH A. MALL, P.E. 94479

0' 60' 120'

SCALE: 1" = 60'

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C3.1

EXISTING

CONDITIONS

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JANUARY 2024

50150622

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SPECIAL NOTE TO CONTRACTOR(S):

EXISTING UNDERGROUND AND ABOVE-GRADE FACILITIES, STRUCTURES, AND UTILITIES HAVE BEEN PLOTTED

ON THESE CONTRACT DOCUMENTS BASED ON THE INFORMATION AND SURVEYS AVAILABLE AT THE TIME OF

DRAWING PREPARATION. THE LOCATIONS OF THESE FEATURES MUST, THEREFORE, BE CONSIDERED

APPROXIMATE, ONLY. IN ADDITION, THERE MAY BE OTHER FACILITIES, STRUCTURES, AND UTILITIES WHICH DID

NOT EXIST (OR THE EXISTENCE OF WHICH WAS NOT KNOWN) AT THE TIME OF DRAWING PREPARATION. IT IS

THE SOLE RESPONSIBILITY OF THE CONTRACTOR(S) TO HAVE ALL EXISTING FACILITIES, STRUCTURES, AND

UTILITIES LOCATED IN THE FIELD PRIOR TO ANY EXCAVATION OR CONSTRUCTION ACTIVITY; AND TO PROTECT

ALL SUCH EXISTING FEATURES (EXCEPT THOSE SPECIFICALLY NOTED FOR REMOVAL OR DEMOLITION) DURING

CONSTRUCTION.

OHU

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AutoCAD SHX Text S88°26'45" E 1446.46'

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SET 1/2" CIR #7544

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FENCE 3.7' FROM P/L ±

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SET 1/2" CIR #7544

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NW CNR OF SW 1/4 OF SEC 27, T 5N, R19W

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PARCEL "A" 7.56± ACRESVACANT/WOODED

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SIGN

AutoCAD SHX Text SURVEYOR'S NOTES: 1. THIS SURVEY IS REFERENCED TO FLORIDA STATE PLANE COORDINATES, NORTH ZONE, NAD 1983/2011, U.S. SURVEY FEET. 2. VERTICAL DATUM SHOWN HEREON IS REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) PER F.D.O.T. CONTROL POINT "60-98-C30". 3. THIS SURVEY, MAP, AND REPORT IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 4. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY; THE PROPERTY SHOWN HEREON LIES IN ZONE "X" AS PER THE F.E.M.A FLOOD INSURANCE RATE MAP No. 12131C0070G FOR WALTON COUNTY, FLORIDA; SEE COMMUNITY PANEL No. 120317; WHICH BEARS A REVISED DATE OF 09/29/2010. 5. SOURCE OF INFORMATION: BOUNDARY SURVEY BY LAND ENGINEERING SERVICES, INC., DATED JUNE 01, 2023, PROJECT No. 23471. 6. NO ATTEMPT HAS BEEN MADE BY DEWBERRY ENGINEERS INC. TO LOCATE OR DETERMINE UNDERGROUND UTILITIES, UTILITY LINES, FOUNDATIONS, OR OTHER UNDERGROUND STRUCTURES, EXCEPT AS SHOWN. 7. NO ATTEMPT HAS BEEN MADE BY DEWBERRY ENGINEERS INC. TO LOCATE OR DETERMINE ENVIRONMENTAL WETLAND LINES, IF ANY EXIST. 8. THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF WALTON COUNTY, FLORIDA. 9. DATE OF FIELD SURVEY: JUNE 21, 2023.

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%%UTEMPORARY SITE CONTROL POINTS:

AutoCAD SHX Text DESCRIPTION NORTHING EASTING ELEV. (NAVD 1988) NORTHING EASTING ELEV. (NAVD 1988) EASTING ELEV. (NAVD 1988) ELEV. (NAVD 1988) TBM#1 - SET 5/8" CAPPED IRON ROD L.B. 8011 697636.63' 1456558.34' 274.59' 697636.63' 1456558.34' 274.59' 1456558.34' 274.59' 274.59' TBM#2 - SET 5/8" CAPPED IRON ROD L.B. 8011 698022.99' 1456988.25' 273.31'698022.99' 1456988.25' 273.31'1456988.25' 273.31'273.31'

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%%USOURCE CONTROL POINTS:

AutoCAD SHX Text DESCRIPTION NORTHING EASTING ELEV. NORTHING EASTING ELEV. EASTING ELEV. ELEV. ELEV. S1 FOUND F.D.O.T. MONUMENT "60-98-C30" N/A N/A 78.964m(NGVD 29) 258.851'(NAVD 1988)FOUND F.D.O.T. MONUMENT "60-98-C30" N/A N/A 78.964m(NGVD 29) 258.851'(NAVD 1988)N/A N/A 78.964m(NGVD 29) 258.851'(NAVD 1988)N/A 78.964m(NGVD 29) 258.851'(NAVD 1988)78.964m(NGVD 29) 258.851'(NAVD 1988)

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= NUMBER

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= IDENTIFICATION

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= FLORIDA DEPARTMENT OF TRANSPORTATION

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ID.

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= RIGHT OF WAY

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= LICENSED BUSINESS

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= PROFESSIONAL SURVEYOR AND MAPPER

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= ELEVATION

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= OFFICIAL RECORDS

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ELEV.

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%%USYMBOLS & ABBREVIATIONS:

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= NUMBER

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= TRAFFIC SIGN

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= BILLBOARD SIGN

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= GUY ANCHOR

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= UTILITY POLE

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= SPOT ELEVATION AT "X"

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= CONTOUR ELEVATION AT 1' INTERVALS

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= EXISTING ASPHALT PAVEMENT

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= OVERHEAD UTILITY LINE

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= EXISTING DIRT/GRAVEL

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= TEMPORARY BENCHMARK

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TBM

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F.F.E. = 271.00

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PROJECT NO.

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REVISIONS

NO. DESCRIPTION DATE

FOR BID

877 CR 393 North

Santa Rosa Beach, FL 32459

850.267.0759

EB 0008794

RUDOLPH A. MALL, P.E. 94479

0' 60' 120'

SCALE: 1" = 60'

30'

C3.2

EROSION CONTROL

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INSTALL FILTER FABRIC (TYPE D-1)

BENEATH COARSE AGGREGATE

PER FDOT SPEC. SECTION NO. 104.

6" MIN. THICKNESS COARSE AGGREGATE

SIZE #3, 4, 5, 357, OR 467 PER FDOT SPECS.

EXISTING ROADWAY

24' WIDE

TEMPORARY GRAVEL CONSTRUCTION

ENTRANCE

NOTES:

1). THE SITE CONSTRUCTION ACCESS SHALL BE

STABILIZED USING 6" MINIMUM THICKNESS OF COARSE

AGGREGATE TO REDUCE EROSION CAUSED BY

CONSTRUCTION TRAFFIC, AND TO MINIMIZE TRANSPORT

OF SEDIMENT ONTO THE EXISTING PAVED ROADWAY.

2). INSTALL A CULVERT PIPE ACROSS THE ENTRANCE AS

NEEDED TO PROVIDE POSITIVE DRAINAGE. (NOT

SHOWN). MAINTAIN ONE FOOT (MIN.) OF COVER OVER

CULVERT PIPE.

3). AGGREGATE SHALL BE APPLIED IMMEDIATELY AFTER

GRADING OR THE COMPLETION OF ANY PROPOSED

UTILITY CONSTRUCTION WITHIN THE RIGHT OF WAY.

4). THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED

IN A CONDITION WHICH WILL PREVENT TRACKING OR

DIRECT FLOW OF MUD AND SEDIMENTS ONTO THE

PUBLIC STREETS OR GUTTERS. PERIODIC

TOP-DRESSING WITH STONE WILL BE NECESSARY AND

AN ADEQUATE SUPPLY SHOULD BE HANDY. ANY

SEDIMENTS OR MUD SPILLED, DROPPED, WASHED, OR

TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO

STORM DRAINS SHALL BE RECOVERED AND CLEANED UP

IMMEDIATELY.

N.T.S.

SPECIAL NOTE TO CONTRACTOR(S):

EXISTING UNDERGROUND AND ABOVE-GRADE FACILITIES, STRUCTURES, AND UTILITIES HAVE BEEN PLOTTED

ON THESE CONTRACT DOCUMENTS BASED ON THE INFORMATION AND SURVEYS AVAILABLE AT THE TIME OF

DRAWING PREPARATION. THE LOCATIONS OF THESE FEATURES MUST, THEREFORE, BE CONSIDERED

APPROXIMATE, ONLY. IN ADDITION, THERE MAY BE OTHER FACILITIES, STRUCTURES, AND UTILITIES WHICH DID

NOT EXIST (OR THE EXISTENCE OF WHICH WAS NOT KNOWN) AT THE TIME OF DRAWING PREPARATION. IT IS

THE SOLE RESPONSIBILITY OF THE CONTRACTOR(S) TO HAVE ALL EXISTING FACILITIES, STRUCTURES, AND

UTILITIES LOCATED IN THE FIELD PRIOR TO ANY EXCAVATION OR CONSTRUCTION ACTIVITY; AND TO PROTECT

ALL SUCH EXISTING FEATURES (EXCEPT THOSE SPECIFICALLY NOTED FOR REMOVAL OR DEMOLITION) DURING

CONSTRUCTION.

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AutoCAD SHX Text S88°26'45" E 1446.46'

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FOR BID

877 CR 393 North

Santa Rosa Beach, FL 32459

850.267.0759

EB 0008794

C3.3

STORMWATER

POLLUTION

PREVENTION AND

PROTECTION PLAN

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1. SITE DESCRIPTION: VACANT/WODDED

A. CONSTRUCTION ACTIVITY: CONSTRUCTION OF FIRE STATION, DRIVEWAYS AND UTILITIES

B. MAJOR SOIL DISTURBING ACTIVITIES: SITE CLEARING AND GRADING

C. TOTAL PROJECT AREA: 4.95 ACRES

TOTAL SOIL AREA TO BE DISTURBED: 3.10 ACRES

D. RUNOFF COEFFICIENTS BEFORE, DURING, AND AFTER CONSTRUCTION:

DESCRIPTION OF SOIL OR QUALITY OF DISCHARGE: N/A

ESTIMATES OF SIZE OF DRAINAGE AREA FOR EACH OUTFALL: N/A

C. FOR LOCATIONS OF DRAINAGE AREAS AND OUTFALLS: N/A

E. NAME OF RECEIVING WATERS: N/A

WETLAND AREA: NO DISTURBANCE TO WETLANDS ARE ANTICIPATED

2. CONTROLS:

NARRATIVE - SEQUENCE OF SOIL DISTURBING ACTIVITIES AND IMPLEMENTATION OF CONTROLS

THE SOIL DISTURBING ACTIVITIES FOR THIS PROJECT ARE AS FOLLOWS: ONLY UPON PROPER PLACEMENT OF ALL EROSION CONTROLS CAN

SOIL DISTURBING ACTIVITIES TAKE PLACE. HAY BALES AND SILT FENCE WILL BE USED LATERALLY AT SPECIFIED INTERVALS. HAY BALES

SHALL BE USED TO PREVENT SEDIMENTATION FROM ESCAPING PROJECT LIMITS.

2A. EROSION AND SEDIMENT CONTROLS:

(1) STABILIZATION PRACTICES:

TEMPORARY SODDING

TEMPORARY GRASSING

X PERMANENT PLANTING, SODDING, OR SEEDING

TEMPORARY MULCHING

ARTIFICIAL COVERING

X BUFFER ZONES

X PRESERVATION OF NATURAL RESOURCES

2B. STRUCTURAL PRACTICES:

SAND BAGGING

X SILT FENCES

X HAY BALES

X BERMS

DIVERSION, INTERCEPTOR, OR PERIMETER DITCHES

PIPE SLOPE DRAINS

FLUMES

ROCK BEDDING AT CONSTRUCTION EXIT

TIMBER BEDDING AT CONSTRUCTION EXIT

DITCH LINER

2C. DESCRIPTION OF STORMWATER MANAGEMENT:

2D. OTHER CONTROLS:

(1) WASTE DISPOSAL: NO CONSTRUCTION WASTE MATERIAL WILL BE BURIED ON SITE

(2) OFFSITE VEHICLE TRACKING:

HAUL ROADS DAMPENED FOR DUST CONTROL

X LOADED HAUL TRUCKS TO BE COVERED WITH TARPAULIN

X EXCESS DIRT ON ROAD REMOVED DAILY

X STABILIZED CONSTRUCTION ENTRANCE

(3) SANITARY WASTE: N/A

(4) FERTILIZERS AND PESTICIDES: FERTILIZERS AND/OR PESTICIDES SHALL BE APPLIED ACCORDING TO MANUFACTURERS

RECOMMENDATIONS BY A LICENSED OR CERTIFIED APPLICATOR AS DIRECTED BY THE PROJECT ENGINEER.

(5) NON-STORMWATER DISCHARGE (INCLUDING SPILL REPORTING): NO NON-STORMWATER DISCHARGES ARE ANTICIPATED.

2E. APPROVED STATE, LOCAL PLANS, OR STORMWATER PERMITS: WALTON COUNTY DEVELOPMENT ORDER No. MIN23-000048

3. MAINTENANCE:

ALL OF THE CONTROLS SHALL BE MAINTAINED AT ALL TIMES. IF A REPAIR IS NECESSARY, IT WILL BE DONE AT THE EARLIEST DATE POSSIBLE, BUT NO LATER THAN (7) CALENDAR DAYS AFTER THE SURROUNDING EXPOSED AREA HAS DRIED SUFFICIENTLY TO PREVENT FURTHER

DAMAGE FROM HEAVY EQUIPMENT.

4. INSPECTION:

ALL CONTROLS SHALL BE INSPECTED WEEKLY BY THE CONTRACTOR AS WELL AS AFTER 0.25' OR MORE OF RAIN. AN INSPECTION AND

MAINTENANCE REPORT WILL BE MADE PER EACH INSPECTION. BASED ON INSPECTION RESULTS THE CONTROLS SHALL BE REVISED PER THE

INSPECTION REPORTS.

A. THE CONTRACTOR SHALL INITIATE REPAIRS WITHIN 24 HOURS OF INSPECTION THAT INDICATE ITEMS ARE NOT IN GOOD WORKING ORDER.

TO COMPLY, THE CONTRACTOR SHALL INSTALL AND MAINTAIN RAIN GAGES AND DAILY RAINFALL RECORDS. WHERE SITES HAVE BEEN

PERMANENTLY STABILIZED, INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH. THE CONTRACTOR SHALL ALSO INSPECT

AND CERTIFY THAT CONTROLS INSTALLED IN THE FIELD AGREE WITH THE LATEST STORMWATER POLLUTION PREVENTION PLAN.

B. IF INSPECTIONS INDICATE THAT THE INSTALLED STABILIZATION AND STRUCTURAL PRACTICES ARE NOT SUFFICIENT TO MINIMIZE EROSION, RETAIN SEDIMENT, AND PREVENT DISCHARGING POLLUTANTS, THE CONTRACTOR SHALL PROVIDE ADDITIONAL MEASURES, AS NEEDED.

C. RECORDS OF THE INSPECTION AND THE CONSTRUCTION PERMIT MUST BE MAINTAINED AT THE CONSTRUCTION SITE AND BE READILY

AVAILABLE FOR INSPECTION.

5. THE CONTRATOR IS RESPONSIBLE FOR OBTAINING COVERAGE UNDER THE GENERAL PERMIT FOR STORMWATER DISCHARGE FROM LARGE

AND SMALL CONSTRUCTION ACTIVITIES PRIOR TO START OF CONSTRUCTION OR ANY DISTURBANCE OF LAND GREATER THAN ONE ACRE.

THE CONTRACTOR WILL FORWARD A COPY OF THE PERMIT AND WILL PROVIDE 24 HOUR NOTIFICATION TO THE CITY AT 850-233-5100 PRIOR

TO COMMENCEMENT OF WORK. ALL REQUIRED ELEMENTS OF THE STORMWATER POLLUTION PREVENTION PLAN MUST BE IN PLACE PRIOR

TO COMMENCEMENT OF CONSTRUCTION. FAILURE TO COMPLY COULD RESULT IN CODE ENFORCEMENT ACTION AND FINES.

SEDIMENT TRAPS

SEDIMENT BASINS

STORM INLET SEDIMENT TRAP (ROCK BAGS)

STONE OUTLET STRUCTURES

CURBS AND GUTTERS

STORM SEWERS

VELOCITY CONTROL DEVICES

TURBIDITY BARRIER

X RIP RAP

STORMWATER POLLUTION PREVENTION PLAN:

RUDOLPH A. MALL, P.E. 94479

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PROTECTION AROUND INLETS OR SIMILAR STRUCTURES

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DITCH INSTALLATIONS AT DRAINAGE STRUCTURES

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DITCH BOTTOM INLET

AutoCAD SHX Text NOTE: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED SILT FENCE (LF).

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SILT FENCE APPLICATIONS

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SILT FLOW

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3' OR MORE

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ELEVATION

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TYPE III SILT FENCE

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12" MIN.

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TYPE III SILT FENCE

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6' MAX.

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10' (TYP. )

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SOD

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50' MAX.

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50' MAX.

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CROSS DRAIN

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DITCH

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LIMITS OF CONSTRUCTION

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50' MAX.

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ENDWALL

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50' MAX.

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SILT BARRIER

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SILT BARRIER

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PARTIAL INLET

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SECTION

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SILT FLOW

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TYPE III SILT FENCE

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SILT FLOW

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VERTICAL

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FILTER FABRIC

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OPEN

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APRON

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RISER

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COMPLETED INLET

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BALES BACKED BY FENCE

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LIMITS OF

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CONSTRUCTION

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50' MAX.

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SOD

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DITCH BOTTOM INLET

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50' MAX.

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SOD

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L MEDIAN DITCH

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SILT BARRIER

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TYPE A OR B FENCE

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SIDEWALK

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CURB & GUTTER

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CURB & GUTTER

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DITCH

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COHESIVE

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CONSIDER USE OF

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TEMPORARY SOD

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SPACING (IN FEET)

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CHART I

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1' MIN. RECOMMENDED

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LOOSE SOIL PLACED BY

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SHOVEL AND LIGHTLY

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COMPACTED ALONG UPSTREAM

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EDGE OF BALES.

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SPACING: BALE BARRIERS FOR PAVED DITCHES SHOULD BE SPACED

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BARRIER FOR UNPAVED DITCHES

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NON-COHESIVE

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PLAN

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MODERATE -

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TYPE I

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