50084172_CR_395_FOR_BID_11.3.2025.pdf

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PROJECT LOCATION

WALTON

COUNTY

48 HOURS

BEFORE YOU DIG

CALL SUNSHINE ONE

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

US HWY 98

N CO HWY 395 OLD FERRY RD

EDEN GARDEN

STATE PARK

CHOCTAWHATCHEE BAY

PROJECT

LOCATION

UTILITY PROVIDERS:

POTABLE WATER REGIONAL UTILITIES

4432 US HWY 98 E

SANTA ROSA BEACH, FL 32459

(850) 231-5114

SANITARY SEWER REGIONAL UTILITIES

4432 US HWY 98 E

SANTA ROSA BEACH, FL 32459

(850) 231-5114

TELEPHONE CENTURYLINK

411 MARY ESTER CUR OFF NW

FORT WALTON BEACH, FL 32548

(850) 244-1150

POWER CHELCO

P.O. BOX 512

DEFUNIAK SPRINGS, FL 32435

(850) 892-2111

TV/CABLE MEDIACOM

1613 COUNTY ROAD 191C

GULF BREEZE, FL 32563

(850) 239-8411

GAS OKALOOSA GAS DISTRICT

364 VALPARAISO PKWY

VALPARAISO, FL 32580

(850) 729-4700

ROADWAY SPECIFICATION

DESIGN DESIGNATION

POSTED SPEED: 35 MPH; 25 MPH

DESIGN SPEED: 40 MPH; 35 MPH

FUNCTIONAL CLASSIFICATION

CR-395: MINOR ARTERIAL ROADWAY

LENGTH OF PROJECT

BEGINNING OF PROJECT STA. 0+00

END OF PROJECT STA. 71+76

APPARENT LENGTH 7,176 LF

EQUATIONS AND EXCEPTIONS - NONE

PREPARED BY:

PREPARED FOR:

CONSTRUCTION PLANS FOR:

CR 395 NORTH ROAD RECONSTRUCTION

MULTI USE PATH

WALTON COUNTY PUBLIC WORKS

SANTA ROSA BEACH, FLORIDA

PROJECT NUMBER - 50084172

OCTOBER 2025

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

Sheet List Table Sheet Number Sheet Title

CVR COVER SHEET

C1.1 PROJECT LIMITS

C1.2 GENERAL NOTES AND LEGEND

C2.1 TYPICAL SECTIONS

C2.2 TYPICAL SECTIONS

C3.1 STORMWATER POLLUTION PREVENTION DETAILS

C3.2 STORMWATER POLLUTION PREVENTION DETAILS

C4.1 EXISTING CONDITIONS- DEMO AND EROSION CONTROL PLAN

C4.2 EXISTING CONDITIONS- DEMO AND EROSION CONTROL PLAN

C4.3 EXISTING CONDITIONS- DEMO AND EROSION CONTROL PLAN

C4.4 EXISTING CONDITIONS- DEMO AND EROSION CONTROL PLAN

C5.1 PROJECT LAYOUT

C5.2 PROJECT LAYOUT

C5.3 PROJECT LAYOUT

C5.4 PROJECT LAYOUT

C5.5 PROJECT LAYOUT - STRIPING

C6.1 PLAN AND PROFILE

C6.2 PLAN AND PROFILE

C6.3 PLAN AND PROFILE

C6.4 PLAN AND PROFILE

C6.5 PLAN AND PROFILE

C6.6 PLAN AND PROFILE

C6.7 PLAN AND PROFILE

C7.1 CROSS SECTIONS

C7.2 CROSS SECTIONS

C7.3 CROSS SECTIONS

C7.4 CROSS SECTIONS

C7.5 CROSS SECTIONS

C7.6 CROSS SECTIONS

C7.7 CROSS SECTIONS

C7.8 CROSS SECTIONS

C7.9 CROSS SECTIONS

C7.10 CROSS SECTIONS

C7.11 CROSS SECTIONS

C7.12 CUT - FILL VOLUME TABLE

C8.1 TRAFFIC CONTROL

C8.2 TRAFFIC CONTROL

C8.3 TRAFFIC CONTROL

C8.4 FDOT DRAINAGE DETAILS

C8.5 FDOT DRAINAGE DETAILS

C8.6 FDOT DRAINAGE DETAILS

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PROJECT NO.

SCALE

SEAL

REVISIONS

NO. DESCRIPTION DATE

BID SET

877 CR 393 North Santa Rosa Beach, FL 32459 850.267.0759

EB 0008794

RUDOLPH A. MALL, P.E. 94479

CVR

COVER SHEET

WLT

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OCTOBER 2025

50084172

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LAFAYETTE

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GILCHRIST

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COLLIER

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MIAMI

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DADE

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BROWARD

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LAUDERDALE

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FORT

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BEACH

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OKEECHOBEE

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DAYTONA

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TAMPA

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SARASOTA

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HILLSBOROUGH

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MANATEE

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SARASOTA

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PETERSBURG

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PINELLAS

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DE SOTO

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FT. MYERS

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LEE

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CHARLOTTE

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HENDRY

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GLADES

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LAKELAND

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POLK

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HERNANDO

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CITRUS

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DIXIE

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ALACHUA

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LAKE

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SUMTER

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ORLANDO

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ORANGE

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OSCEOLA

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SEMINOLE

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OCALA

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MARION

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PUTNAM

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GAINESVILLE

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VOLUSIA

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CLEWISTON

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PALM

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BEACH

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MARTIN

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BEACH

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WEST PALM

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LUCIE

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INDIAN

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RIVER

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MELBOURNE

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BREVARD

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TAYLOR

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ESCAMBIA

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SANTA

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PENSACOLA

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ROSA

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CALHOUN

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WALTON

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OKALOOSA

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PANAMA

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WASHINGTON

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BAY

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HOLMES

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GADSDEN

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WAKULLA

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LIBERTY

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GULF

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FRANKLIN

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MARIANNA

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JEFFERSON

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TALLAHASSEE

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LEON

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JACKSON

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BAKER

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UNION

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BRADFORD

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HAMILTON

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SUWANNEE

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PERRY

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MADISON

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COLUMBIA

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CITY

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LAKE

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JACKSONVILLE

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JOHN

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CLAY

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NASSAU

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DUVAL

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ST.

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MONROE

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877 CR 393 NORTH, SANTA ROSA BEACH, FL 32459 (850) 267-0759

BEGIN PROJECT STA. 0+00

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APPROVED BY

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DRAWN BY

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PROJECT NO.

SCALE

SEAL

REVISIONS

NO. DESCRIPTION DATE

BID SET

877 CR 393 North Santa Rosa Beach, FL 32459 850.267.0759

EB 0008794

RUDOLPH A. MALL, P.E. 94479

C1.1

PROJECT LIMITS

WLT

RAM

OCTOBER 2025

50084172

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RAMBEGIN ROAD RECONSTRUCTION STA. 4+06.59

END ROAD RECONSTRUCTION

BEGIN RESURFACE

STA. 59+06

END PROJECT STA. 71+76

HWY 98

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SECTION

LEGEND

DENOTES WETLANDS

DENOTES EXISTING ASPHALT

DENOTES PROPOSED ASPHALT

DENOTES DIRT ROADWAY/DRIVEWAY

DENOTES GRAVEL ROADWAY/DRIVEWAY

DENOTES LANDSCAPE BUFFER

DENOTES WETLAND BUFFER

DENOTES CONCRETE

DENOTES MATERIAL TO BE DEMOLISHED AND REMOVED

DENOTES PROPERTY LINE

DENOTES ADJACENT PROPERTY LINE

DENOTES SETBACK LINE

DENOTES WETLAND LINE

DENOTES WETLAND BUFFER

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

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PROJECT NO.

SCALE

SEAL

REVISIONS

NO. DESCRIPTION DATE

BID SET

877 CR 393 North Santa Rosa Beach, FL 32459 850.267.0759

EB 0008794

RUDOLPH A. MALL, P.E. 94479

C1.2

GENERAL NOTES

AND LEGEND

WLT

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OCTOBER 2025

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AutoCAD SHX Text 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 BAS CONTRACTOR WILL COORDINATE WITH GEOTECHNICAL ENGINEER TO ENSURE THAT TESTING IS DONE FOR ALL SOILS, ASPHALT, AND BAS 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. ARMY CORP. OF ENGINEERS AND NORTHWEST FLORIDA WATER MANAGEMENT DISTRICT (NWFWMD) 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 100. MAINTENANCE OF TRAFFIC AS PER FDOT INDEX 100. 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 - CHELCO P.O. BOX 512 DEFUNIAK SPRINGS, FL 32435 (850) 892-2111 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 - MEDIACOM CABLE - MEDIACOM 1613 COUNTY ROAD 191C 1613 COUNTY ROAD 191C GULF BREEZE, FL. PH: (850) 239-8411 GULF BREEZE, FL. PH: (850) 239-8411 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 CENTURYLINK REPAIR SERVICE DEPARTMENT AT 611 FROM A LAND LINE OR ALL CABLE DAMAGE MUST BE REPORTED TO THE CENTURYLINK 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 AND EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4". ALL EXPOSED CORNERS AND 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. 7. 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. 8. 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. 9. 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. 10. 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. 11. 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. 12. 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. 13. 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. 14. 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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= NUMBER

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= FEDERAL EMERGENCY MANAGEMENT AGENCY

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= FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

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= AIR CONDITIONER

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= FOUND NAIL AND DISK L.B. #3724

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= FOUND 4" BY 4" CONCRETE MONUMENT L.B. #7137

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= SET 4" BY 4" CONCRETE MONUMENT L.B. #7137

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= HANDICAPPED PARKING SPACE

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= FIRE HYDRANT

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= SANITARY SEWER VALVE

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= SANITARY SEWER MANHOLE

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= STUBOUT

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= CLEANOUT

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= MAILBOX

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= TEMPORARY BENCHMARK

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= FOUND TRIANGULAR CONCRETE MONUMENT (S.J.P.C.)

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= MONITORING WELL

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= CONCRETE BOLLARD / PILING

AutoCAD SHX Text

= GUY ANCHOR

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= UTILITY POLE

AutoCAD SHX Text

= MISC

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= MISC

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= TELEPHONE BOX

AutoCAD SHX Text

= TELEVISION BOX

AutoCAD SHX Text 10.38

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= SPOT ELEVATION AT "X"

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= CONTOUR ELEVATION AT 1' INTERVALS

AutoCAD SHX Text 10'

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= IRRIGATION CONTROL VALVE

AutoCAD SHX Text

= STORM SEWER MANHOLE

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= TELEPHONE MANHOLE

AutoCAD SHX Text

= ELECTRIC MANHOLE

AutoCAD SHX Text

= ELECTRIC BOX

AutoCAD SHX Text

STOP

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= FLAG POLE

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text

= GAS VALVE

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= BURIED CABLE LINE

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= BURIED FIBER OPTIC CABLE LINE

AutoCAD SHX Text

= BURIED ELECTRIC LINE

AutoCAD SHX Text

= BURIED GAS LINE

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= BURIED SANITARY SEWER GRAVITY LINE

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= BURIED SANITARY SEWER FORCE MAIN

AutoCAD SHX Text

= BURIED TELEPHONE LINE

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= BURIED TELEVISION LINE

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= BURIED WATER MAIN

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= OVERHEAD UTILITY LINE

AutoCAD SHX Text

= OVERHEAD ELECTRIC LINE

AutoCAD SHX Text

BFO

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BC

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BE

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GAS

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SS

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FM

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BT

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BTV

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WM

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OHU

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OHE

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= BURIED RE-USE WATER MAIN

RU

NATURAL

GROUND

NATURAL

GROUND

1.5" SP-12.5 STRUCTURAL COURSE

1.25" SP-9.5 FRICTION COURSE

8" LIME ROCK

BASE (LBR-100)

12" TYPE "B" STABILIZED

SUBGRADE (LBR-40 MIN.)

-2% -2% -6%

ALL FILL MATERIAL SHALL BE SELECT

SAND COMPACTED TO 95% MODIFIED

PROCTOR MAX. DRY DENSITY

11.0'11.0'

22.0'8.0'

2.5'

SOD

2.5'

SOD

SEED AND MULCH

ALL DISTURBED AREA

100.0' R/W

0.5' 0.5'

-3:1

ALL FILL MATERIAL SHALL BE SELECT

SAND COMPACTED TO 95% MODIFIED

PROCTOR MAX. DRY DENSITY

6.0'VARIES

VARIES

3:1 3:1-3:1

6.0'8.0'

SEED AND MULCH

ALL DISTURBED AREA

VARIES

1.7%-6%

6.0' 2.0' 10.0' 2.0'

-3:1 2% 2%

2.5'

SOD

VARIESVARIES

TYPICAL ROAD SECTION

TYPICAL MULTI USE PATH RIGHT SIDE

STA: 4+06.59 TO 43+00

ALL FILL MATERIAL SHALL BE SELECT

SAND COMPACTED TO 95% MODIFIED

PROCTOR MAX. DRY DENSITY

1.7%

NATURAL

GROUND

NATURAL

GROUND

ALL FILL MATERIAL SHALL BE SELECT

SAND COMPACTED TO 95% MODIFIED

PROCTOR MAX. DRY DENSITY

EXISTING ASPHALT PAVEMENT

(WIDTH VARIES)

100.0' R/W

8" LIME ROCK

BASE (LBR-100)

1.5" SP-12.5 STRUCTURAL COURSE (FOR MOT)

1" SP-9.5 FRICTION COURSE

WIDTH VARIES

TYPICAL EXISTING ASPHALT SAW CUT

8' WIDE MULTI USE PATH RIGHT SIDE

STA: 0+50 TO 4+06.59

PROPOSED GRADING

TO TIE IN AT EXISTING GRADE

3:13:1 3:1

NATURAL

GROUND

NATURAL

GROUND

8" LIME ROCK

BASE (LBR-100)

12" TYPE "B" STABILIZED

SUBGRADE (LBR-40 MIN.)

-2%-2% -6%

ALL FILL MATERIAL SHALL BE SELECT

SAND COMPACTED TO 95% MODIFIED

PROCTOR MAX. DRY DENSITY

11.0' 11.0'

22.0' 8.0' SHOULDER

2.5'

SOD

2.5'

SOD

SEED AND MULCH

ALL DISTURBED AREA

100.0' R/W

0.5'0.5'

-3:1

ALL FILL MATERIAL SHALL BE SELECT

SAND COMPACTED TO 95% MODIFIED

PROCTOR MAX. DRY DENSITY

6.0' VARIES

VARIES

3:1

6.0'

SHOULDER

-1.7% -6%

10.0'

VARIES VARIES

TYPICAL ROAD SECTION

TYPICAL MULTI USE PATH

LEFT SIDE

STA: 46+21 TO 56+95

2" SP-12.5

ASPHALT

6" LIME ROCK

BASE (LBR-100)

-2%

TIMBER RETAINING WALL

NATURAL

GROUND

NATURAL

GROUND

8" LIME ROCK

BASE (LBR-100)

12" TYPE "B" STABILIZED

SUBGRADE (LBR-40 MIN.)

-2%-2% -6%

ALL FILL MATERIAL SHALL BE SELECT

SAND COMPACTED TO 95% MODIFIED

PROCTOR MAX. DRY DENSITY

11.0' 11.0'

22.0' 8.0' SHOULDER

2.5'

SOD

2.5'

SOD

SEED AND MULCH

ALL DISTURBED AREA

100.0' R/W

0.5'0.5'

-3:1

ALL FILL MATERIAL SHALL BE SELECT

SAND COMPACTED TO 95% MODIFIED

PROCTOR MAX. DRY DENSITY

6.0' VARIES

VARIES

3:1

6.0'

SHOULDER

-1.7% -6%

10.0'

VARIES VARIES

TYPICAL ROAD SECTION

TYPICAL MULTI USE PATH

LEFT SIDE

STA: 43+00 TO 46+21

STA. 56+95 TO 59+06

2" SP-12.5

ASPHALT

6" LIME ROCK

BASE (LBR-100)

-2%

VARIES

-3:1

1.5" SP-12.5 STRUCTURAL COURSE

1.25" SP-9.5 FRICTION COURSE

1.5" SP-12.5 STRUCTURAL COURSE

1.25" SP-9.5 FRICTION COURSE

1' BASE

EXTENSION

1' BASE

EXTENSION

1' BASE

EXTENSION

1' BASE

EXTENSION

2.0'

MIN.

12" TYPE "B" STABILIZED

SUBGRADE (LBR-40 MIN.)

8" LIME ROCK

BASE (LBR-100)

1.5" SP-12.5 STRUCTURAL COURSE (FOR MOT)

1" SP-9.5 FRICTION COURSE

12" TYPE "B" STABILIZED

SUBGRADE (LBR-40 MIN.)

WIDTH VARIES

2" SP-12.5 FRICTION COURSE

8" LIME ROCK

BASE (LBR-100)

12" TYPE "B" STABILIZED

SUBGRADE (LBR-40 MIN.)

DRIVEWAY/SIDEROAD

TYPICAL SECTION

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TITLE

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DATE

PROJECT NO.

SCALE

SEAL

REVISIONS

NO. DESCRIPTION DATE

BID SET

877 CR 393 North Santa Rosa Beach, FL 32459 850.267.0759

EB 0008794

RUDOLPH A. MALL, P.E. 94479

0' 5' 10'

SCALE: 1" = 5'

2.5'

C2.1

TYPICAL

SECTIONS

WLT

RAM

OCTOBER 2025

50084172

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GROUND

NATURAL

GROUND

OVERLAY 1.25" SP-9.5 ASPHALT

-2%-2%

ALL FILL MATERIAL SHALL BE SELECT

SAND COMPACTED TO 95% MODIFIED

PROCTOR MAX. DRY DENSITY

11.0' 11.0'

22.0'

EXISTING TO REMAIN

(CULVERT REPLACEMENT AND DRIVEWAY OVERLAY)

2.5'

SOD

100.0' R/W

0.5'

6.0'

SHOULDER

-1.7% -6%

10.0'

VARIES VARIES

RESURFACE ROAD SECTION

TYPICAL MULTI USE PATH

LEFT SIDE

STA: 59+06 TO 63+74.60

2" SP-12.5

ASPHALT

6" LIME ROCK

BASE (LBR-100)

-2%

VARIES

-3:1

NATURAL

GROUND

NATURAL

GROUND

-2%-2%

ALL FILL MATERIAL SHALL BE SELECT

SAND COMPACTED TO 95% MODIFIED

PROCTOR MAX. DRY DENSITY

11.0' 11.0'

22.0'

2.5'

SOD

100.0' R/W

6.0'

SHOULDER

-1.7% -6%

5.0'

VARIES VARIES

RESURFACE ROAD SECTION

TYPICAL SIDEWALK LEFT SIDE (TO BE

DETERMINED BY COUNTY)

STA: 63+74.60 TO 66+79.72

4" CONCRETE SIDEWALK

6" LIME ROCK

BASE (LBR-100)

-2%

VARIES

-3:1

NATURAL

GROUND

-2%-2%

ALL FILL MATERIAL SHALL BE SELECT

SAND COMPACTED TO 95% MODIFIED

PROCTOR MAX. DRY DENSITY

11.0' 11.0'

22.0'

2.5'

SOD

100.0' R/W

VARIES

(SEE PLANS)

-6%

5.0'

VARIES VARIES

RESURFACE ROAD SECTION

TYPICAL SIDEWALK

LEFT SIDE (TO BE DETERMINED BY COUNTY)

STA: 63+74.60 TO 66+79.72

-2%

VARIES

-3:1

NATURAL

GROUND

-2% -2%

ALL FILL MATERIAL SHALL BE SELECT

SAND COMPACTED TO 95% MODIFIED

PROCTOR MAX. DRY DENSITY

11.0'11.0'

22.0'

2.5'

SOD

100.0' R/W

VARIES

(SEE PLANS)

-6%

5.0'

VARIESVARIES

RESURFACE ROAD SECTION

TYPICAL MULTI USE PATH

LEFT SIDE (TO BE DETERMINED BY COUNTY)

STA: 67+86.59 TO 71+62.12

-2%

VARIES

-3:1

-1.7%

4" CONCRETE SIDEWALK

6" LIME ROCK

BASE (LBR-100)

EXISTING TO REMAIN

(CULVERT REPLACEMENT AND DRIVEWAY OVERLAY)

EXISTING TO REMAIN

(CULVERT REPLACEMENT AND DRIVEWAY OVERLAY)

-1.7%

4" CONCRETE SIDEWALK

6" LIME ROCK

BASE (LBR-100)

OVERLAY 1.25" SP-9.5 ASPHALT

OVERLAY 1.25" SP-9.5 ASPHALT

OVERLAY 1.25" SP-9.5 ASPHALT

2"x12" PT SP CAP

2 - 5/8" GALV. THRU-BOLTS

(TYP)

2" x 2" X 1/8" HD GALV. PLATE WASHER

AND NUT ASSEMBLY EACH END OF

12 LF 1/2" DIA. S.S. ROD W/THREADED ENDS

4"x6" PT SP WALER

2"x8" PT SP W/2 EA. 12d H.D.

GALV. NAILS EA. END

6" TIP PILE

(48" MIN. LENGTH)

12LF 1/2" DIA. S.S. ROD

W/THREADED ENDS

CONTRACTOR SHALL PLACE AND

COMPACT BACKFILL MATERIAL

TO 95% MODIFIED PROCTOR MAXIMUM

DRY DENSITY TESTING SHALL BE VERIFIED AT A

RATE OF 1 TEST PER 12" LIFT PER 200'

SEE TABLE "A" FOR PILING DIA.,

REQUIRED EMBEDMENT DEPTH TO BE DRIVEN,

AND REQUIRED EMBEDMENT DEPTH TO BE AUGURED

1.

0'

5.0'

1'-3'

WALL HEIGHT NO. WALERS

PILING DEPTH

8' - 8"

PILING TIP DIA.

4' DRIVEN

4' AUGER

TABLE "A"

N/A

DEADMAN

TYPICAL TIMBER RETAINING WALL DETAIL

NOT TO SCALE

TYPICAL MAINTENANCE OF TRAFFIC

CROSS SECTION

STA: 4+00 TO 43+00

NATURAL

GROUND

100.0' R/W

PROPOSED GRADING

TO TIE IN AT EXISTING GRADE

3:1

TEMP. TRAVEL LANE WIDENING

WIDTH VARIES (MIN. 6-FT)

C/L C/L

PR

O

P.

EX

IS

T.

4:1

EXIST. EOPPROVIDE 6" THICK ASPHALT MILLINGS

FOR TEMP TRAVEL LANE

CONSTRUCT TEMP. SHOULDER W/ TYPE "B" STABILIZED

SUBGRADE (LBR-40 MIN.) FILL MATERIAL.

1.7%

NATURAL

GROUND

ALL FILL MATERIAL SHALL BE SELECT

SAND COMPACTED TO 95% MODIFIED

PROCTOR MAX. DRY DENSITY

8" LIME ROCK

BASE (LBR-100)

1.5" SP-12.5 STRUCTURAL COURSE (FOR MOT)

1" SP-9.5 FRICTION COURSE

WIDTH VARIES

3:1 3:1

1' BASE

EXTENSION

1' BASE

EXTENSION

12" TYPE "B" STABILIZED

SUBGRADE (LBR-40 MIN.)

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SHEET NO.

TITLE

DRAWN BY

DATE

PROJECT NO.

SCALE

SEAL

REVISIONS

NO. DESCRIPTION DATE

BID SET

877 CR 393 North Santa Rosa Beach, FL 32459 850.267.0759

EB 0008794

RUDOLPH A. MALL, P.E. 94479

0' 5' 10'

SCALE: 1" = 5'

2.5'

C2.2

TYPICAL

SECTIONS

WLT

RAM

OCTOBER 2025

50084172

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CHECKED BY

SHEET NO.

TITLE

DRAWN BY

DATE

PROJECT NO.

SCALE

SEAL

REVISIONS

NO. DESCRIPTION DATE

BID SET

877 CR 393 North Santa Rosa Beach, FL 32459 850.267.0759

EB 0008794

RUDOLPH A. MALL, P.E. 94479

C3.1

STORMWATER

POLLUTION

PREVENTION

DETAILS

WLT

RAM

OCTOBER 2025

50084172

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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

AutoCAD SHX Text 15"

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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.

AutoCAD SHX Text 8"

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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

AutoCAD SHX Text 20%%d`

AutoCAD SHX Text

VERTICAL

AutoCAD SHX Text

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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SLOPE (IN % )

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TYPE III

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TYPE II

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ELEVATION

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TO BE USED AT SELECTED SITES WHERE THE

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BARRIERS FOR FILL SLOPES

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NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE

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FILL SLOPE

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SHOVEL AND LIGHTLY

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COMPACTED ALONG THE

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UPSTREAM EDGE OF BALES.

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LOOSE SOIL PLACED BY

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MIN.

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LEGEND

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FLOW

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SOILS

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MODERATE -

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HEAVY -

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NON-COHESIVE AND

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LIGHT -

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NON-COHESIVE AND

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NON-COHESIVE AND

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VERY LIGHT -

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COHESIVE

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COHESIVE

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LIGHT -

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FLOW RATES (CFS)

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VERY LIGHT

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MODERATE

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COHESIVE