Pond_Creek_Bank_Improvements_at_Mayo_Park_IFB.pdf

© 2024 Microsoft Corporation © 2023 TomTom

PROJECT LOCATION

ISSUED FOR BID

Architects Engineers Surveyors

AA - C0000035 EB - 0000155 LB - 0006783

Mott MacDonald Florida, LLC.

220 W. Garden St., Suite 700 Pensacola, FL 32502 United States of America T +1 (850) 484-6011 www.mottmac.com/americas

Santa Rosa County Board of County Commissioners

Public Works Department 6075 Old Bagdad Highway Milton, FL 32583

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Approved

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Project Number TotalB/O

© Mott MacDonald This document is issued for the party which commisioned it and for specific purposed connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

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COVER SHEET

Mott MacDonald Florida, LLC.

220 West Garden Street Suite 700 Pensacola, FL 32502 United States of America T +1 (850) 484 6011 www.mottmac.com/americas

Architects Engineers Surveyors

AA - C0000035 EB - 0000155 LB - 0006783

-DISTRICT 3

-DISTRICT 5

-DISTRICT 4

-DISTRICT 1

-DISTRICT 2

BOBBY BURKETT

KERRY SMITH

RHETT ROWELL

RAY EDDINGTON

COLTEN WRIGHT

VICE CHAIRMAN

CHAIRMAN

SANTA ROSA COUNTY

COMMISSIONERS

SANTA ROSA COUNTY, FLORIDA

PUBLIC WORKS DEPARTMENT

6075 OLD BAGDAD HIGHWAY

MILTON, FL. 32583

CONSTRUCTION PLANS FOR

ISSUED FOR BID

POND CREEK BANK IMPROVEMENTS

AT MAYO PARK

BOARD OF COUNTY COMMISSIONERS

SANTA ROSA COUNTY, FLORIDA

ISSUED APRIL 2026

SCALE: 1" = 1" = 500''

VICINITY MAP

C-001 - C-002 - C-003 - C-004 - C-005 - C-006 - C-007 - C-008 -

C-009 - C-010 - C-011 -

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COVER SHEET

GENERAL NOTES

PAY ITEM NOTES

DEMOLITION & EROSION CONTROL PLAN

LAYOUT PLAN

GRADING PLAN DETAILS *

GRADING DETAILS

POND CREEK EAST BANK SECTIONS

POND CREEK WEST BANK SECTIONS

STORMWATER POLLUTION PREVENTION PLAN

NOTES

STORMWATER POLLUTION PREVENTION PLAN

DETAILS

STORMWATER POLLUTION PREVENTION PLAN

EROSION CONTROL PLAN

STRUCTURAL GENERAL NOTES

DEMOLITION SITE PLAN

PARTIAL SITE PLAN

TYPICAL SHEET PILE WALL SECTION

INDEX OF DRAWINGS

SHEET TITLE

MOTT MACDONALD PROJECT NO. 502100708-002

SEAL VALID ONLY WITH ENGINEER SIGNATURE

Florida License No.

Date

Kevin M. Morgan, P.E.

71350

NO. 71350

STATE OF

L ICENSE

F LOR I DA

PROF ESS I ONA L ENG I N

EE

R

KE

V I N M . MORGAN

CIVIL

ENGINEER

STRUCTURAL

ENGINEER

NO. 66277

STATE OF

L ICENSE

F LOR I DA

PROF ESS I ONA L ENG I N

EE

R

CH

AD E . LYNER

SEAL VALID ONLY WITH ENGINEER SIGNATURE

Florida License No.

Date

Chad E. Lyner, P.E.

66277

App’dCh’k’dDescriptionDrawnDateRev

RevStatus

Drawing Number

Scale at ANSI D

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Approved

Coordination

Dwg check

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Title

Client

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Project Number TotalB/O

Pond Creek Bank Improvements At Mayo Park

502100708-002 J. Pool

G. Edwards

J. Pool

K. Morgan

G. Edwards

K. Morgan

NTS BID 0 STD

C-001

1 13

App’dCh’k’dDescriptionDrawnDateRev

RevStatus

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Scale at ANSI D

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Approved

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Dwg check

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Title

Client

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Project Number TotalB/O

Pond Creek Bank Improvements at Mayo Park

502100708-002

J. POOL

G. EDWARDS

J. POOL

K. MORGAN

G. EDWARDS

K. MORGAN

NTS BID 0 STD

C-002

2 13

ISSUED FOR BID

Architects Engineers Surveyors

AA - C0000035 EB - 0000155 LB - 0006783

Mott MacDonald Florida, LLC.

220 W. Garden St., Suite 700 Pensacola, FL 32502 United States of America T +1 (850) 484-6011 www.mottmac.com/americas

Santa Rosa County Board of County Commissioners

Public Works Department 6075 Old Bagdad Highway Milton, FL 32583

App’dCh’k’dDescriptionDrawnDateRev

RevStatus

Drawing Number

Scale at ANSI D

Eng check

Approved

Coordination

Dwg check

Drawn

Designed

Title

Client

Security

Project Number TotalB/O

© Mott MacDonald This document is issued for the party which commisioned it and for specific purposed connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

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GENERAL NOTES

I. GENERAL NOTES

1. THE CONTRACTOR AND ALL SUBCONTRACTORS, HEREINAFTER REFERRED TO AS "CONTRACTOR", SHALL HAVE SOMEONE TO RECEIVE CALLS AND DISPATCH PROPER PERSONNEL AND EQUIPMENT ON A TWENTY-FOUR (24) HOUR BASIS FOR EMERGENCIES.

2. THE CONTRACTOR SHALL FURNISH ALL EQUIPMENT AS REQUIRED TO ACCOMPLISH THE SPECIFIED WORK.

3. THE CONTRACTOR IS ADVISED NOT TO SCALE FROM DRAWINGS BUT TO FIELD VERIFY ALL DIMENSIONS. THE DIMENSIONS OF SPECIFIED AND FURNISHED PRODUCTS AND MATERIALS TAKE PRECEDENCE OVER DIMENSIONS AND NOTES SHOWN ON THE DRAWINGS.

4. ALL ASPECTS OF THE PROJECT SHALL BE COMPLETED PRIOR TO REQUESTING A FINAL INSPECTION.

5. NO DEVIATIONS OR REVISIONS FROM THESE PLANS BY THE CONTRACTOR SHALL BE ALLOWED WITHOUT PRIOR APPROVAL FROM BOTH THE DESIGN ENGINEER AND SANTA ROSA COUNTY. ANY DEVIATIONS MAY RESULT IN DELAYS IN COUNTY OR OWNER ACCEPTANCE OF IMPROVEMENTS.

II. CONTRACTUAL NOTES

1. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COORDINATION OF ALL CONSTRUCTION SCHEDULES. ALL COSTS INCURRED BY THE CONTRACTOR FOR THE COORDINATION EFFORTS WILL BE INCIDENTAL TO EXISTING PAY ITEMS.

2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS, ALL APPROVED PERMITS, AND THE REQUIREMENTS AND

STANDARDS OF ALL GOVERNING AUTHORITIES.

3. DRAWING GEOMETRY, INCLUDING ALL DIMENSIONS GIVEN, IS APPROXIMATE AND DOES NOT PURPORT TO BE ABSOLUTELY CORRECT. ALL CONTRACTORS ARE DIRECTED, PRIOR TO BIDDING, TO CONDUCT WHATEVER INVESTIGATIONS THEY DEEM NECESSARY TO ARRIVE AT THEIR OWN CONCLUSIONS REGARDING THE ACTUAL CONDITIONS WHICH WILL BE ENCOUNTERED, AND UPON WHICH THEIR BIDS SHALL BE BASED.

4. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS ARE COMPACTED DIMENSIONS AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.

5. THE CONTRACTOR IS DIRECTED TO PERFORM HIS OWN SITE INSPECTION TO THEIR SATISFACTION PRIOR TO BID AND ACQUAINT THEMSELVES THOROUGHLY WITH ALL EXISTING FACILITIES AND CONDITIONS AND TO INCLUDE ANY REASONABLE CONTINGENCIES IN THEIR BID.

6. IN NO CASE SHALL THE CONTRACTOR RECEIVE ADDITIONAL COMPENSATION TO FINAL GRADES AND LINES ADJUSTMENTS MADE DUE TO THE

LOCATION OF EXISTING UTILITIES.

7. ANY DAMAGE TO STREET SURFACING OR DRIVEWAYS CAUSED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. ACCEPTANCE OF SUCH REPAIRS SHALL BE SUBJECT TO APPROVAL OF THE ENGINEER. FAILURES OF BASE AND SURFACING DUE TO

NORMAL USE OF STREET SURFACE SHALL NOT BE CONSIDERED AS DAMAGE.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY HIS WORK OPERATIONS TO EXISTING FACILITIES TO REMAIN.

9. THE CONTRACTOR, AT HIS EXPENSE, MAY TAKE TEST BORINGS AND EXPLORATORY INVESTIGATIONS PRIOR TO BIDDING AND DURING THE LIFE OF

THE CONTRACT. COORDINATION WITH THE ENGINEER IS REQUIRED.

10.THE CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITIES, (SIZE, MATERIAL OF CONSTRUCTION, ELEVATION, ETC.) TO HIS SATISFACTION.

11.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME FAMILIAR WITH THE OSHA EXCAVATION SAFETY STANDARDS AND TO ABIDE BY THEM.

12.THE CONTRACTOR AND FOREMAN ASSIGNED TO THIS PROJECT SHALL ATTEND A MANDATORY PRE-CONSTRUCTION MEETING PRIOR TO

COMMENCING WORK.

13.WHEN THE CONTRACT DOES NOT INCLUDE A PAY ITEM FOR A REQUIRED EFFORT, PERFORMANCE OF SUCH EFFORT IS CONSIDERED AN INCIDENTAL (LABOR AND MATERIAL) TO THE MAIN EFFORT. PAYMENT FOR SUCH ITEM SHALL BE INCLUDED IN THE MOST APPLICABLE PAY ITEM.

14.WHEN THE CONTRACT DOES NOT INCLUDE A PARTIAL PAYMENT METHOD FOR COMPUTING A LUMP SUM ITEM, THE PARTIAL PAYMENT SHALL BE LIMITED TO THE ENGINEER'S ESTIMATED PERCENT COMPLETE OF THE WORK REQUIRED UNDER THIS ITEM. WHEN THE EFFORT IS SPREAD THROUGHOUT THE CONTRACT DURATION. THE PERCENT OF WORK COMPLETED SHALL NOT EXCEED THE PERCENT COMPLETE OF THE TOTAL

CONTRACT.

15.PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO CONFIRM THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL

PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AGENCIES.

III. SITE NOTES

1. GRADE ALL AREAS WITHIN THE CONSTRUCTION LIMITS TO PROVIDE UNIFORM CONTOURS AND GRADES SO THAT DRAINAGE FLOW, GRASS MOWING

AND CUTTING OPERATIONS ARE NOT HINDERED BY TERRAIN IRREGULARITY. PERFORM THIS WORK REGARDLESS OF WHETHER THE IRREGULARITIES WERE THE RESULT OF CONSTRUCTION OPERATIONS OR EXISTED ORIGINALLY. ALL DISTURBED AREAS TO BE DRESSED, SODDED, FERTILIZED, WATERED AND MAINTAINED THROUGHOUT THE CONTRACT.

2. ALL AREAS TO BE CUT OR FILLED SHALL BE CLEARED AND GRUBBED. CLEARING AND GRUBBING SHALL BE AS PER THE FDOT SPECIFICATIONS.

3. EXISTING UTILITIES AND STRUCTURES WITHIN CONSTRUCTION LIMITS SHALL REMAIN UNLESS OTHERWISE NOTED.

4. CONTRACTOR SHOULD PREVENT DAMAGE TO TREES OUTSIDE OF, BUT WITHIN CLOSE PROXIMITY TO THE PROJECT'S LIMITS OF CONSTRUCTION.

GRADING AROUND TREES DESIGNATED TO REMAIN SHALL BE PERFORMED IN A MANNER THAT WILL NOT CAUSE ANY DAMAGE TO THE TREES. AT A MINIMUM, WORK AROUND TREES DESIGNATED TO REMAIN SHALL BE PLACED OUTSIDE THE DRIP LINE OF THE TREES.

5. NO DIRECT PAYMENT SHALL BE MADE FOR THE INCIDENTAL REMOVAL AND DISPOSAL OF TREES, SHRUBS AND DEBRIS. ALL DISPOSALS SHALL BE IN

ACCORDANCE WITH FEDERAL, STATE AND LOCAL LAWS.

6. ALL AREAS DISTURBED BY THE CONTRACTOR OUTSIDE THE CONSTRUCTION SERVITUDE ARE TO BE SLOPED TO DRAIN, GRADED, SODDED AND

FERTILIZED WITHIN 30 DAYS AFTER CONSTRUCTION IS COMPLETE.

7. ANY EXISTING AREAS WHICH ARE DISTURBED AS A RESULT OF CONSTRUCTION SHALL BE SHAPED, AS NECESSARY, SO THAT IT SHALL NOT IMPEDE STORM WATER RUNOFF. CONTRACTOR TO INSURE ALL GROUND COVER TO BE FULLY ESTABLISHED PRIOR TO FINAL COMPLETION.

8. ALL EXISTING STORM WATER DRAINAGE PATTERNS AND CHANNELS ARE TO BE MAINTAINED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF THE WORK APPEARS TO INTERRUPT AN EXISTING STORM WATER DRAINAGE PATTERN. THE CONTRACTOR SHALL MAINTAIN A CLEAR PATH FOR ALL SURFACE WATER DRAINAGE STRUCTURES AND DITCHES DURING ALL PHASES OF CONSTRUCTION AND SHALL USE BEST MANAGEMENT PRACTICES TO MANAGE STORM WATER SUCH THAT IMPACT TO CONSTRUCTION AND/OR SURROUNDING FACILITIES IS MINIMIZED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY EROSION, SEDIMENT TRANSPORT, DISTURBED FOUNDATIONS AND IMPACT TO STRUCTURES, AND ANY OTHER DAMAGE

CAUSED DURING CONSTRUCTION.

9. CONTRACTOR SHALL NOTIFY THE PROJECT OWNER AND ENGINEER OF ALL DISCOVERED UNDERGROUND STRUCTURES WHICH ARE IN CONFLICT WITH THE INSTALLATION OF THE PROPOSED IMPROVEMENTS AND ARE NOT INDICATED ON THE CONTRACT PLANS OR LOCATED IN THE FIELD BY

UTILITIES IN ACCORDANCE WITH NOTES HEREON.

IV. UTILITY NOTES

1. THE CONTRACTOR IS ADVISED THAT EXISTING OVERHEAD AND UNDERGROUND UTILITIES SUCH AS (BUT NOT LIMITED TO) ELECTRICAL LINES AND POLES, TELEPHONE CABLES, TELEVISION CABLES, GAS LINES, WATER LINES, AND SANITARY SEWERS MAY EXIST IN THE CONSTRUCTION LIMITS WHERE THE PROPOSED IMPROVEMENTS ARE REQUIRED. UTILITY FACILITIES SHOWN ON THE PLANS ARE APPROXIMATE LOCATIONS (NOT SCALEABLE) AND DO NOT INCLUDE SERVICE LOCATIONS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATING & PROTECTING EXISTING UTILITIES DURING THE PERFORMANCE OF WORK TO BE INSTALLED UNDER THIS CONTRACT. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES, PROBE OR EXPOSE THEM BY HAND EXCAVATION, AND FOLLOW ALL APPLICABLE OSHA REGULATIONS AT NO COST TO THE OWNER. FAILURE OF THE PLANS TO SHOW THE EXISTENCE OF ANY UNDERGROUND UTILITIES, STRUCTURES, ETC., SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF LOCATING, PRESERVING & PROTECTING SAID UTILITY OR STRUCTURES.

2. THE CONTRACTOR SHALL FIELD LOCATE AND INCLUDE CONSIDERATION OF EXISTING UTILITIES IN PLANNING AND PRIOR TO EXECUTION OF WORK.

THE LOCATION OF UNDERGROUND FACILITIES SHOWN ON THESE PLANS ARE BASED ON INFORMATION PROVIDED BY THE UTILITIES AND SHALL BE CONSIDERED APPROXIMATE. THERE SHALL BE NO DIRECT PAYMENT FOR LOCATING, EXPOSING, AND BRACING EXISTING UTILITY LINES WHERE REQUIRED. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN TRENCHING IN AREAS NEAR UTILITIES. SHOULD CONFLICTS OCCUR WHICH CAUSE THE LOCATION OF LINES AND GRADES, STORM DRAIN, MAINS OR SERVICES REQUIRED UNDER THIS CONTRACT TO BE CHANGED; THE SAME CONTRACT UNIT PRICES SHALL PREVAIL. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO THE STARTING OF CONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY HIS WORK FORCE. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY THE EXECUTION OF WORK UNDER THIS CONTRACT SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER OR INCREASE TO CONTRACT TIME. THE OWNER DOES NOT ASSUME OR IMPLY TO ANY LIABILITY FOR THE LOCATION, PROTECTION, AND/OR REPAIR OF ANY EXISTING UTILITIES THAT MAY OCCUPY JOINT RIGHT-OF-WAY OR OTHERWISE CONFLICT WITH THE CONSTRUCTION OF THE WORK TO BE INSTALLED UNDER THIS

CONTRACT.

3. ANY OPEN EXCAVATION SHALL BE BACKFILLED OR PROPERLY SECURED WITH BARRICADES AND/OR FLASHING LIGHTS. IN ADDITION, THE CONTRACTOR SHALL PLACE AND MAINTAIN ADEQUATE BARRICADES, CONSTRUCTION SIGNS, FLASHING LIGHTS, TORCHES, RED LANTERNS AND GUARDS DURING PROGRESS OF CONSTRUCTION WORK, IN ACCORDANCE WITH APPLICABLE MUTCD INDEX.

4. PROVIDE MATTING OVER ALL BURIED PIPELINES TO PROTECT UTILITIES FROM CONSTRUCTION TRAFFIC.

5. UNLESS NOTED OTHERWISE, UTILITIES SHALL BE RELOCATED OR ADJUSTED BY OTHERS. CONTRACTOR SHALL COORDINATE WITH THE RESPECTIVE

UTILITIES AS REQUIRED IN THE SPECIFICATIONS.

6. THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENTS OF THE WATER, GAS, SEWER, TELEPHONE & POWER COMPANIES 10 DAYS IN ADVANCE THAT HE INTENDS TO START WORK IN A SPECIFIC AREA. THE CONTRACTOR SHALL NOT BE ALLOWED TO TRENCH UNTIL ALL EXISTING UTILITIES ARE

LOCATED.

7. THE CONTRACTOR SHALL NOTIFY SUNSHINE UTILITIES (1-800-432-4770), 48 HOURS IN ADVANCE TO ANY DIGGING RELATED TO THIS PROJECT.

8. TEMPORARY EXCAVATION SUPPORT MAY BE NECESSARY TO PROTECT ADJACENT PROPERTY, UTILITIES, AND THE WORK SITE WHERE SANITARY SEWER, FORCE MAIN, AND LIFT STATION INSTALLATION IS AT A DEPTH GREATER THAN THAT DEFINED UNDER OSHA (29 CFR 1926.650 SUBPART P.)

LATEST REVISION. IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT ADJACENT PROPERTY, UTILITY AND WORK SITE ARE ADEQUATELY PROTECTED IN ACCORDANCE WITH ALL APPLICABLE REGULATORY AGENCY REQUIREMENTS. MANUFACTURED AND SITE SPECIFIC EXCAVATION SUPPORT AND PROTECTION SYSTEMS SHALL BE DESIGNED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. THE COST ASSOCIATED WITH EXCAVATION SUPPORT AND PROTECTION IS TO BE INCLUDED IN THE UNIT COST BID FOR EACH ITEM OF WORK REQUIRING THE SAME.

9. CONTRACTOR TO COORDINATE WITH RESPONSIBLE UTILITY FOR PROTECTION/HOLDING OF UTILITY POLES, GUY WIRES, AND GUY ANCHORS IN

AREAS OF CONSTRUCTION.

10. THE UTILITY CONTRACTOR SHALL PROVIDE "AS-BUILT" DRAWINGS OF THE SAME SCALE AS THESE CONTRACT DRAWINGS, ONE COPY TO THE ENGINEER AND ONE COPY TO THE LOCAL UTILITY AUTHORITIES. THESE DRAWINGS SHALL LOCATE ALL SEWER APPURTENANCES CONSTRUCTED AS PART OF THIS PROJECT. FINAL "AS-BUILT" DRAWINGS TO BE SUBMITTED TO THE ENGINEER WITHIN 30 DAYS AFTER COMPLETION OF WORK.

VII. SIGNING & TRAFFIC NOTES

1. THE CONTRACTOR SHALL MAINTAIN THRU TRAFFIC ON EXISTING STREETS AT ALL TIMES BY USING ADEQUATE FLAG MEN AND BARRICADES.

2. ALL SIGNS, BARRICADES, MARKERS, TRAFFIC CONTROL AND WARNING DEVICES, ETC. SHALL CONFORM TO THE LATEST EDITION OF THE MANUAL OF

"UNIFORM TRAFFIC AND CONTROL DEVICES", AT NO ADDITIONAL COST TO THE OWNER.

3. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER AS TO CAUSE THE LEAST POSSIBLE DISRUPTION.

4. SIGNS THAT ARE TO BE REMOVED FROM THE PROJECT SHOULD BE STOCKPILED SEPARATELY FROM THOSE THAT ARE TO BE RELOCATED.

5. THE CONTRACTOR TO READJUST THE LOCATION OF ANY SIGN WITHIN THE PROJECT LIMITS TO INSURE PROPER VISIBILITY.

6. WHEN DIRECTED BY THE ENGINEER, EXISTING STREET AND ROAD NAME SIGNS WITHIN THE PROJECT VICINITY MAY BE TEMPORARILY RELOCATED DURING CONSTRUCTION AND KEPT VISIBLE AT ALL TIMES FOR THE FACILITATION OF ACCESS BY EMERGENCY VEHICLE TRAFFIC.

7. THE CONTRACTOR SHALL MAINTAIN TRAFFIC DURING CONSTRUCTION ON ALL STATE, COUNTY, CITY & PRIVATE ROADS IN ACCORDANCE WITH

STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION, FDOT (LATEST EDITION).

VIII. DEMOLITION NOTES:

1. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE

AND FEDERAL REQUIREMENTS, AT NO ADDITIONAL COST TO THE OWNER.

IX. EROSION CONTROL NOTES:

1. EROSION CONTROL MEASURES SHOWN HERE ON ARE TO BE CONSIDERED THE MINIMUM INSTALLATION REQUIREMENTS.

2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONTROL OF SEDIMENTATION AND PREVENTION OF EROSION WITHIN THE LIMITS OF THE PROJECT. CONTRACTOR SHALL PROVIDE ANY MATERIAL ITEM OR WORK EFFORT NECESSARY TO PREVENT EROSION AND TO MAINTAIN SEDIMENT ON-SITE THROUGHOUT THE DURATION OF CONSTRUCTION.

X. COUNTY NOTES:

1. AT COMPLETION OF CONSTRUCTION, ALL EXPOSED DIRT SHALL BE STABILIZED WITH SOD.

2. ALL PROPERTY OWNED BY SANTA ROSA COUNTY. ANY QUESTIONS SHALL BE DIRECTED TO:

TOM COLLINS

SANTA ROSA COUNTY FACILITIES MANAGER

6075 OLD BAGDAD HIGHWAY, FLORIDA 32583

PHONE #:850-981-7151

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OVERHEAD UTILITY LINE

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NAVD

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NORTH AMERICAN VERTICAL DATUM

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POINT OF COMMENCEMENT

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HEDGE ROW

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GAS METER

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METAL UTILITY POLE

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WOOD UTILITY POLE

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SET NAIL & DISK (LB 7979)

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NGVD

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NATIONAL GEODETIC VERTICAL DATUM

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POINT OF BEGINNING

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DUCTILE IRON PIPE

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DIP

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FEMA

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FEDERAL EMERGENCY MANAGEMENT AGENCY

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POLYVINYL CHLORIDE

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PVC

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CORRUGATED METAL PIPE

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CMP

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REINFORCED CONCRETE PIPE

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RCP

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SIGN

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SANITARY MANHOLE

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FIRE HYDRANT

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CONCRETE UTILITY POLE

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UTILITY RISER

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ELECTRIC TRANSFORMER

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WATER VALVE

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AIR CONDITIONER PAD

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IRRIGATION CONTROL VALVE

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GAS VALVE

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TELEPHONE RISER BOX

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POL

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POINT ON LINE

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LIGHT POLE

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SANITARY CLEANOUT

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ELECTRIC RISER BOX

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CABLE TELEVISION RISER BOX

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LEGEND AND ABBREVIATIONS:

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FOUND IRON ROD AS NOTED

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FOUND IRON ROD & CAP AS NOTED

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MORE OR LESS

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EL.

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ELEVATION

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LICENSED BUSINESS

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LB

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NO.

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NUMBER

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FOUND NAIL & DISK AS NOTED

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POINT OF TANGENCY

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PT

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PC

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POINT OF CURVATURE

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FOUND CONCRETE MONUMENT AS NOTED

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SET 5/8" IRON ROD & CAP (LB 7979)

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LINE BREAK

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CHORD LENGTH

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RADIUS

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CHORD BEARING

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ARC LENGTH

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DELTA (CENTRAL ANGLE)

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CENTERLINE

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LAND SURVEYOR

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LS

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PCC

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POINT OF COMPOUND CURVATURE

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ORB

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OFFICIAL RECORDS BOOK

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IDENTIFICATION

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FENCE LINE AS NOTED

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CONTROL/BENCHMARK AS DESCRIBED

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POINT ON CURVE

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POC

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POINT OF REVERSE CURVATURE

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PRC

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POINT OF INTERSECTION

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PI

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BOLLARD

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STORM MANHOLE

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CATCH BASIN

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CURB INLET GRATE

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ELECTRIC METER

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FLAG POLE

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GAS LINE MARKER

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UTILITY POLE GUY ANCHOR

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WATER METER

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MAILBOX

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ELECTRIC MANHOLE

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FOUND NAIL AS NOTED

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WATER SPIGOT

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WELL

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WETLAND FLAG

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APPROXIMATE TOP OF BANK

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APPROXIMATE TOE OF SLOPE

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EXISTING CONTOUR

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SPOT/GROUND LIGHT

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PAGE(S)

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PG(S)

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ORB

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OFFICIAL RECORDS BOOK

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PLAT BOOK

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PB

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RIGHT OF WAY

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IRC

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IRON ROD AND CAP

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EASEMENT

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ESMT

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IR

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IRON ROD

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SECTION

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SEC

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RECOVERED

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REC

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FND

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FOUND

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CERTIFIED CORNER RECORD

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CCR

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REGISTERED LAND SURVEYOR

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RLS

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CONCRETE MONUMENT

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CM

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IRON PIPE

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IP

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CHAIN LINK FENCE

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CLF

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RECLAIM WATER VALVE

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PB

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WIRE PULLBOX

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FOUND IRON PIPE AS NOTED

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FOUND RAILROAD SPIKE AS NOTED

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TEMPORARY BENCHMARK

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OHE

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LANDSCAPE LINE

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WOOD POST

App’dCh’k’dDescriptionDrawnDateRev

RevStatus

Drawing Number

Scale at ANSI D

Eng check

Approved

Coordination

Dwg check

Drawn

Designed

Title

Client

Security

Project Number TotalB/O

Pond Creek Bank Improvements at Mayo Park

502100708-002

J. POOL

G. EDWARDS

J. POOL

K. MORGAN

G. EDWARDS

K. MORGAN

NTS BID 0 STD

C-003

3 13

I. BASE BID PAY ITEM NOTES

1. MAINTENANCE OF TRAFFIC PAY ITEM SHALL INCLUDE ALL ITEMS NECESSARY TO PROVIDE A SAFE WORK ZONE AND SHOULD INCLUDE ALL NECESSARY ITEMS REQUIRED FOR TRAFFIC CONTROL. CONTRACTOR SHALL PROVIDE THE COUNTY A TRAFFIC CONTROL PHASING PLAN FOR REVIEW AND APPROVAL PRIOR TO STARTING CONSTRUCTION. THIS PAY ITEM SHALL INCLUDE ALL ITEMS NECESSARY TO DEVELOP A TRAFFIC CONTROL PLAN, WORK HOURS AND PROVIDE A SAFE WORK ZONE. PAY ITEM INCLUDES SUBMITTAL TO THE COUNTY AND ADDRESS ANY COMMENTS PROVIDED. THE COUNTY WILL APPROVE THE TRAFFIC CONTROL PLANS PRIOR TO STARTING ANY WORK. THIS PAY ITEM SHALL REQUIRE ALL ITEMS NECESSARY TO SECURE THE CONSTRUCTION SITE FROM THE PUBLIC USE INCLUDING 6' CHAIN-LINK AROUND, SIGNAGE, AND OTHER TRAFFIC CONTROL DEVICES.

2. EROSION CONTROL PAY ITEM SHALL INCLUDE ALL ITEMS NECESSARY TO PREVENT SITE SOILS FROM BEING DISCHARGED OFFSITE AND MAY INCLUDE, BUT NOT LIMITED TO SILT FENCE, FLOATING TURBIDITY BARRIER, MULCH, HAY, STRAW, SOIL TRACKING DEVICES, TEMPORARY SODDING, ETC.

3. ANY TESTING AND COORDINATION REQUIRED SHALL BE INCLUDED IN THE COST OF THE ASSOCIATED PAY ITEM.

4. CLEARING AND GRUBBING PAY ITEM SHALL INCLUDE REMOVAL AND DISPOSAL OF DRAINAGE PIPES, STRUCTURES, BUSHES, TREES, OTHER

VEGETATION, STUMPS, SIGNS, DELINEATORS, AND

5. ROOT SYSTEMS, ASPHALT, CONCRETE, AND ALL OTHER MATERIALS. INCLUDES SALVAGING EXISTING TOP SOIL MATERIAL FOR RE-USE IN 6" FINISH SOIL LAYER. INCLUDES MILLING FOR TURNOUT CONSTRUCTION. CLEARING AND GRUBBING LIMITS PRESENTED IN THE PLANS ARE APPROXIMATE. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE ACTUAL CONSTRUCTION LIMITS.

6. EMBANKMENT PAY ITEM SHALL INCLUDE ALL BORROW MATERIAL REQUIRED TO SUPPLEMENT ANY OR ALL MATERIAL NECESSARY FOR COMPLETION OF THE PROJECT. THE COUNTY DOES NOT WARRANT OR GUARANTEE THAT ANY EXCAVATED MATERIAL GENERATED ONSITE WILL BE SUITABLE FOR USE AS EMBANKMENT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO EVALUATE AND VERIFY WHETHER EXCAVATED MATERIAL IS ACCEPTABLE FOR EMBANKMENT CONSTRUCTION PER SANTA ROSA COUNTY FILL STANDARDS. THIS PAY ITEM SHALL INCLUDE ALL COSTS ASSOCIATED WITH THE DELIVERY, HAULING, PLACEMENT, GRADING, AND COMPACTION OF EMBANKMENT OR BORROW MATERIAL, WHETHER OBTAINED FROM ONSITE EXCAVATION OR IMPORTED FROM AN APPROVED OFFSITE SOURCE (E.G., DIRT PIT, BORROW AREA, ETC.). ALL FILL MATERIAL MUST MEET OKALOOSA ISLAND FILL STANDARDS, AND A REPRESENTATIVE SAMPLE SHALL BE SUBMITTED TO GROWTH MANAGEMENT FOR REVIEW AND APPROVAL PRIOR TO

PLACEMENT.

7. FILTER FABRIC SHALL BE INCLUDED IN THE COST OF RIPRAP.

8. ALL DISTURBED AREAS SHALL BE SODDED.

9. THE SOD SHALL MATCH THE EXISTING SOD TYPE WITHIN PROJECT AREA.

10. DEWATERING PAY ITEM SHALL INCLUDE ALL PUMPING ACTIVITIES TO FACILITATE ALL CONSTRUCTION ACTIVITIES.

11.TEMPORARY SHEETING PAY ITEM INCLUDES, BUT IS NOT LIMITED TO, TEMPORARY SHEET PILE WALLS, TRENCH BOXES, OR ANY OTHER MEANS NECESSARY TO COMPLETE CONSTRUCTION ACTIVITIES. THIS PAY ITEM SHALL INCLUDE ANY STRUCTURAL DESIGN OF THE SHEETING BY A

REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA.

12.TEMPORARY FLOOD BARRIER PAY ITEM SHALL INCLUDE ALL MATERIALS NECESSARY FOR INSTALLATION AND REMOVAL OF TEMPORARY FLOOD

BARRIERS WALLS

13.THE UNSUITABLE MATERIAL (REMOVAL & REPLACEMENT) PAY ITEM IS FOR THE REMOVAL OF ORGANICS OR OTHER MATERIAL AND FILL REQUIRED NECESSARY FOR THE INSTALLATION OF THE PIPES. OR CONCRETE DITCH. IF DETERMINED REMOVAL AND FILL IS NEEDED THEN CONTRACTOR/EOR

SHALL DETERMINE THE AMOUNT PRIOR TO APPROVAL BY THE COUNTY.

14. AS-BUILT SURVEY SHALL BE PROVIDED BY THE CONTRACTOR AND SUBMITTED TO THE EOR/COUNTY FOR REVIEW AND APPROVAL PRIOR TO FINAL

PAYOUT.

15.FLOWABLE FILL PAY ITEM SHALL INCLUDE ALL FLOWABLE FILL NECESSARY TO FILL VOIDED AREA UNDERNEATH PICNIC TABLE AREA AND SHALL

INCLUDE ALL OTHER ITEMS NECESSARY FOR RELATED CONSTRUCTION ACTIVITIES.

16.PLANTINGS PAY ITEM SHALL INCLUDE THE FOLLOWING:

16.1. ALL PLANT MATERIAL SHALL BE FLORIDA GRADE NO. 1 OR BETTER AS SPECIFIED IN GRADES AND STANDARDS FOR NURSERY PLANTS PART I AND II, DIVISION OF PLANT INDUSTRY, FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, LATEST EDITION, AND SHALL CONFORM TO

CURRENT AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS FOR NURSERY STOCK.

16.2. AS PART OF THE CONTRACTOR'S RESPONSIBILITY TO ENSURE LONG TERM HEALTH AND VIABILITY OF PLANT MATERIAL, DETERMINE, AT A MINIMUM, SITE CONDITIONS, PLANT MATERIAL AVAILABILITY, SOIL ANALYSIS/AMENDMENTS, FERTILIZER APPLICATION RATES, MYCORRHIZAL SOIL

INOCULATE APPLICATION RATES AND WATERING REQUIREMENTS.

16.3. WARRANT ALL PLANT MATERIAL FOR A PERIOD OF ONE (1) YEAR AFTER DATE OF SUBSTANTIAL COMPLETION. REMOVE AND REPLACE TREES, SHRUBS OR OTHER PLANTS FOUND TO BE DEAD OR IN UNHEALTHY CONDITION DURING WARRANTY PERIOD. PLANT GRASSES, SHRUBS AND GROUND COVER. MAKE REPLACEMENTS DURING GROWTH SEASON FOLLOWING END OF WARRANTY PERIOD, OR AS REQUESTED BY COUNTY. ALL

PLANT REPLACEMENTS SHALL CONFORM WITH REQUIREMENTS SHOWN AND SPECIFIED.

II. BID ALTERNATE A PAY ITEM NOTES

1. MAINTENANCE OF TRAFFIC PAY ITEM SHALL INCLUDE ALL ITEMS NECESSARY TO PROVIDE A SAFE WORK ZONE AND SHOULD INCLUDE ALL NECESSARY ITEMS REQUIRED FOR TRAFFIC CONTROL. CONTRACTOR SHALL PROVIDE THE COUNTY A TRAFFIC CONTROL PHASING PLAN FOR REVIEW AND APPROVAL PRIOR TO STARTING CONSTRUCTION. THIS PAY ITEM SHALL INCLUDE ALL ITEMS NECESSARY TO DEVELOP A TRAFFIC CONTROL PLAN, WORK HOURS AND PROVIDE A SAFE WORK ZONE FOR RESIDENTS AND THE PUBLIC. PAY ITEM INCLUDES SUBMITTAL TO THE COUNTY AND ADDRESS ANY COMMENTS PROVIDED. THE COUNTY WILL APPROVE THE TRAFFIC CONTROL PLANS PRIOR TO STARTING ANY WORK,

2. EROSION CONTROL PAY ITEM SHALL INCLUDE ALL ITEMS NECESSARY TO PREVENT SITE SOILS FROM BEING DISCHARGED OFFSITE AND MAY INCLUDE, BUT NOT LIMITED TO SILT FENCE, FLOATING TURBIDITY BARRIER, MULCH, HAY, STRAW, SOIL TRACKING DEVICES, TEMPORARY SODDING, ETC.

3. ANY TESTING AND COORDINATION REQUIRED SHALL BE INCLUDED IN THE COST OF THE ASSOCIATED PAY ITEM.

4. CLEARING AND GRUBBING PAY ITEM SHALL INCLUDE REMOVAL AND DISPOSAL OF DRAINAGE PIPES, STRUCTURES, BUSHES, TREES, OTHER VEGETATION, STUMPS, SIGNS, DELINEATORS, AND ROOT SYSTEMS, ASPHALT, CONCRETE, AND ALL OTHER MATERIALS. INCLUDES SALVAGING EXISTING TOP SOIL MATERIAL FOR RE-USE IN 6" FINISH SOIL LAYER. INCLUDES MILLING FOR TURNOUT CONSTRUCTION. CLEARING AND GRUBBING LIMITS PRESENTED IN THE PLANS ARE APPROXIMATE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE ACTUAL CONSTRUCTION LIMITS.

THIS PAY ITEM SHALL ALSO INCLUDE REMOVAL OF EXISTING WALL PANELS FROM THE BOTTOM OF THE CREEK AS NOTED IN THE PLANS.

5. ALL DISTURBED AREAS SHALL BE SODDED.

6. THE SOD SHALL MATCH THE EXISTING SOD TYPE WITHIN PROJECT AREA.

7. EMBANKMENT PAY ITEM SHALL INCLUDE ALL BORROW MATERIAL REQUIRED TO SUPPLEMENT ANY OR ALL MATERIAL NECESSARY FOR COMPLETION OF THE PROJECT. THE COUNTY DOES NOT WARRANT OR GUARANTEE THAT ANY EXCAVATED MATERIAL GENERATED ONSITE WILL BE SUITABLE FOR USE AS EMBANKMENT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO EVALUATE AND VERIFY WHETHER EXCAVATED MATERIAL IS ACCEPTABLE FOR EMBANKMENT CONSTRUCTION PER SANTA ROSA COUNTY FILL STANDARDS. THIS PAY ITEM SHALL INCLUDE ALL COSTS ASSOCIATED WITH THE DELIVERY, HAULING, PLACEMENT, GRADING, AND COMPACTION OF EMBANKMENT OR BORROW MATERIAL, WHETHER OBTAINED FROM ONSITE EXCAVATION OR IMPORTED FROM AN APPROVED OFFSITE SOURCE (E.G., DIRT PIT, BORROW AREA, ETC.). ALL FILL MATERIAL MUST MEET OKALOOSA ISLAND FILL STANDARDS, AND A REPRESENTATIVE SAMPLE SHALL BE SUBMITTED TO GROWTH MANAGEMENT FOR REVIEW AND APPROVAL PRIOR TO

PLACEMENT.

ISSUED FOR BID

Architects Engineers Surveyors

AA - C0000035 EB - 0000155 LB - 0006783

Mott MacDonald Florida, LLC.

220 W. Garden St., Suite 700 Pensacola, FL 32502 United States of America T +1 (850) 484-6011 www.mottmac.com/americas

Santa Rosa County Board of County Commissioners

Public Works Department 6075 Old Bagdad Highway Milton, FL 32583

App’dCh’k’dDescriptionDrawnDateRev

RevStatus

Drawing Number

Scale at ANSI D

Eng check

Approved

Coordination

Dwg check

Drawn

Designed

Title

Client

Security

Project Number TotalB/O

© Mott MacDonald This document is issued for the party which commisioned it and for specific purposed connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

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PAY ITEM NOTES

Summary of Pay Items: Base Bid Item No. Item Description Quantity Units

1 Mobilization and Demobilization 1 LS 2 Maintenance of traffic 1 LS 3 Erosion control 1 LS 4 Clearing & Grubbing 0.02 AC 5 Temporary sheeting 768 SF 6 Temporary Flood Barrier 1 LS 7 Regular Excavation 120 CY 8 Embankment 40 CY 9 Unsuitable Material (Removal & Replacement) (Allowance) 100 CY

10 Dewatering 1 LS 11 Logs, limbs, and brush layer 40 LF 12 Stone backfill 36 TN 13 Erosion control blanket 100 SY 14 700 G Coir erosion control fabric 100 SY 15 Plantings 1 LS 16 Performance Turf, Sod 90 SY 17 Flowable fill 30 CY 18 As- Built Survey 1 LS

Summary of Pay Items: Bid Alternate A Item No. Item Description Quantity Units

19 Mobilization and Demobilization 1 LS 20 Maintenance of Traffic 1 LS 21 Erosion Control 1 LS 22 Clearing and Grubbing 0.02 AC 23 Steel Shet Pile Wall System 1530 SF 24 Regular Excavation 361 CY 25 Embankment 20 CY 26 Performance Turf, Sod 58 SY 27 Filter Fabric 1220 SF 28 Coarse Aggregate Backfill 361 CY 29 Concrete Pile Cap 8 CY 30 As-Built Survey 1 LS

BENCHMARK #TBM 5000

5/8" ALUMINUM

MARKED (FDOT TBM 19)

ELEV.= 13.95'

N: 593,764.471 E: 1,162,813.320

BENCHMARK #TBM 1001

1/2" RED CAPPED IRON ROD

MARKED (LB 7979)

ELEV.= 11.68'

N: 593,347.005 E: 1,162,592.124

BENCHMARK #TBM 1000

1/2" RED CAPPED IRON ROD

MARKED (LB 7979)

ELEV.= 3.74'

N: 593,633.442 E: 1,162,672.636

INSTALL 115 LF OF

EROSION CONTROL

BARRIER (SILT FENCE)

INSTALL 110 LF OF

FLOATING TURBIDITY

BARRIER

INSTALL TEMPORARY

SHEET PILE WALLS

INSTALL 50 LF OF

FLOATING TURBIDITY

BARRIER

INSTALL 90 LF OF

FLOATING TURBIDITY

BARRIER

INSTALL 75 LF OF

EROSION CONTROL

BARRIER (SILT FENCE)

INSTALL 105 LF OF

EROSION CONTROL

BARRIER (SILT FENCE)

INSTALL TEMPORARY

FLOOD BARRIER WALL

(LOCATION IS APPROXIMATE)

INSTALL 65 LF OF

FLOATING TURBIDITY

BARRIER

LOCATE AND PROTECT

ALL UTILITIES

CONTRACTOR SHALL BE AWARE

OF ACTIVE OVERHEAD AND

UNDERGROUND UTILITIES AND

SHALL MAINTAIN REQUIRED

SEPARATION FROM THESE

UTILITIES

MATCHLINE - SEE LEFT

App’dCh’k’dDescriptionDrawnDateRev

RevStatus

Drawing Number

Scale at ANSI D

Eng check

Approved

Coordination

Dwg check

Drawn

Designed

Title

Client

Security

Project Number TotalB/O

Pond Creek Bank Improvements at Mayo Park

502100708-002

J. POOL

G. EDWARDS

J. POOL

K. MORGAN

G. EDWARDS

K. MORGAN

1" = 20' BID 0 STD

C-004

4 13

GRAPHIC SCALE

(IN FEET)

10' 20' 40'-20' 80'

SCALE: 1" = 20' (22"x34")

1" = 40' (11"x17")

NOTES:

1. CONTRACTOR SHALL ERECT AND MAINTAIN ALL NECESSARY

EROSION CONTROL BARRIERS THROUGHOUT CONSTRUCTION.

SEE SWPPP SHEETS C-011. C-012 & C-013.

2. ALL TREES SHALL REMAIN. IF THE CONTRACTOR IDENTIFIES ANY

TREE(S) THAT PREVENT PLANNED CONSTRUCTION OR IF SAID TREE

WILL NOT SURVIVE CONSTRUCTION, THE CONTRACTOR SHALL

NOTIFY SANTA ROSA COUNTY AND THE ENGINEER BEFORE

REMOVAL.

3. FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP)/

U.S. ARMY CORPS OF ENGINEERS (USACE)/ SANTA ROSA COUNTY

WETLANDS JURISDICTIONAL BOUNDARY LINE IDENTIFIED BY

WETLAND SCIENCES INC. (WSI), NOVEMBER 2023.

4. CONTRACTOR TO REVIEW USACE PERMIT FOR LIMITS OF ALLOWABLE

WETLAND IMPACTS.

LEGEND:

DEMOLITION & EROSION CONTROL PLAN

MATCHLINE - SEE RIGHT

= EROSION CONTROL BARRIER (SILT FENCE)

= FLOATING TURBIDITY BARRIER

= TEMPORARY FLOOD BARRIER WALL

= AREAS OF EROSION

ISSUED FOR BID

Architects Engineers Surveyors

AA - C0000035 EB - 0000155 LB - 0006783

Mott MacDonald Florida, LLC.

220 W. Garden St., Suite 700 Pensacola, FL 32502 United States of America T +1 (850) 484-6011 www.mottmac.com/americas

Santa Rosa County Board of County Commissioners

Public Works Department 6075 Old Bagdad Highway Milton, FL 32583

App’dCh’k’dDescriptionDrawnDateRev

RevStatus

Drawing Number

Scale at ANSI D

Eng check

Approved

Coordination

Dwg check

Drawn

Designed

Title

Client

Security

Project Number TotalB/O

© Mott MacDonald This document is issued for the party which commisioned it and for specific purposed connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

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Ap r 1 5,

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BID ALTERNATE A

AutoCAD SHX Text

SOUTHERN RIGHT-OF-WAY OF CAROLINE STREET (US HIGHWAY 90) (FL 10/87)

AutoCAD SHX Text CAROLINE STREET (US HWY 90) (FL 10/87) (A 150.00' WIDE PUBLIC R/W PER FLORIDA DEPARTMENT OF TRANSPORTATION R/W MAP, SECTION 5801-212)

AutoCAD SHX Text CAROLINE STREET (US HWY 90) (FL 10/87) (A 150.00' WIDE PUBLIC R/W PER FLORIDA DEPARTMENT OF TRANSPORTATION R/W MAP, SECTION 5801-212)

AutoCAD SHX Text

POND CREEK

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WEST BANK MAYO PARK

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EAST BANK MAYO PARK

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COVERED PICNIC TABLE

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COVERED PICNIC TABLE

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EDGE OF WATER POND CREEK

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EDGE OF WATER POND CREEK

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EDGE OF WATER POND CREEK

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EDGE OF WATER POND CREEK

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FDEP/USACE/COUNTY WETLANDS JURISDICTIONAL LINE

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FDEP/USACE/COUNTY WETLANDS JURISDICTIONAL LINE

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FDEP/USACE/COUNTY WETLANDS JURISDICTIONAL LINE

AutoCAD SHX Text

FDEP/USACE/COUNTY WETLANDS JURISDICTIONAL LINE

AutoCAD SHX Text

SOUTHERN RIGHT-OF-WAY OF CAROLINE STREET (US HIGHWAY 90) (FL 10/87)

AutoCAD SHX Text

SOUTHERN RIGHT-OF-WAY OF CAROLINE STREET (US HIGHWAY 90) (FL 10/87)

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text N

AutoCAD SHX Text

CONTRACTOR SHALL REMOVE ALL WALL PANELS FROM THE BOTTOM OF THE CREEK

12 PANELS TO BE REMOVED BASIS OF DESIGN FOR PANEL REMOVAL

BENCHMARK #tbm 5000

5/8" ALUMINUM

ELEV.= 13.95'

N: 593,764.471 E: 1,162,813.320

CONTROL PT. #4

END EAST ALIGNMENT

MARKED "PSM 4511 SRCE"

N: 593,688.412 E: 1,162,719.381

2+00

BENCHMARK #tbm 1001

1/2" RED CAPPED IRON ROD

ELEV.= 11.68'

N: 593,347.005 E: 1,162,592.124

CONTROL PT. #1

BEGIN WEST ALIGNMENT

MARKED "PSM 4511 SRCE"

N: 593,569.294 E: 1,162,495.146

BENCHMARK #tbm 1000

1/2" RED CAPPED IRON ROD

ELEV.= 3.74'

N: 593,633.442 E: 1,162,672.636

CONTROL PT. #2

END WEST ALIGNMENT

MARKED "PSM 4511 SRCE"

N: 593,315.826 E: 1,162,655.627

CONTROL PT. #3

BEGIN EAST ALIGNMENT

MARKED "PSM 4511 SRCE"

N: 593,499.340 E: 1,162,654.175

CONTROL PT. #4

END EAST ALIGNMENT

MARKED "PSM 4511 SRCE"

N: 593,688.412 E: 1,162,719.381

INSTALL 115 LF OF

EROSION CONTROL

BARRIER (SILT FENCE)

INSTALL 110 LF OF

FLOATING TURBIDITY

BARRIER

INSTALL TEMPORARY

SHEET PILE WALLS

INSTALL 50 LF OF

FLOATING TURBIDITY

BARRIER

INSTALL 90 LF OF

FLOATING TURBIDITY

BARRIER

INSTALL 75 LF OF

EROSION CONTROL

BARRIER (SILT FENCE)

INSTALL 105 LF OF

EROSION CONTROL

BARRIER (SILT FENCE)

0+00 1+00 2+00 3+00

0+00

1+00

2+00

EX

IS

TI

NG

G

RA

DI

NG

INSTALL TEMPORARY

FLOOD BARRIER WALL

(LOCATION IS APPROXIMATE)

97' 107.09'

169.75'

INSTALL 36.9 LF OF

PROPOSED SHEET PILE WALLINSTALL 15 LF

OF PROPOSED

SHEET PILE WALL

LOCATION OF BANK

RESTORATION ACTIVITIES

INSTALL 65 LF OF

FLOATING TURBIDITY

BARRIER

LOCATE AND PROTECT

ALL UTILITIES

CONTRACTOR SHALL BE AWARE

OF ACTIVE OVERHEAD AND

UNDERGROUND UTILITIES AND

SHALL MAINTAIN REQUIRED

SEPARATION FROM THESE

UTILITIES

ISSUED FOR BID

Architects Engineers Surveyors

AA - C0000035 EB - 0000155 LB - 0006783

Mott MacDonald Florida, LLC.

220 W. Garden St., Suite 700 Pensacola, FL 32502 United States of America T +1 (850) 484-6011 www.mottmac.com/americas

Santa Rosa County Board of County Commissioners

Public Works Department 6075 Old Bagdad Highway Milton, FL 32583

App’dCh’k’dDescriptionDrawnDateRev

RevStatus

Drawing Number

Scale at ANSI D

Eng check

Approved

Coordination

Dwg check

Drawn

Designed

Title

Client

Security

Project Number TotalB/O

© Mott MacDonald This document is issued for the party which commisioned it and for specific purposed connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

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L ay ou t P la n.

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\C iv il\ C

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Pl an

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D ra w in g Pa th

U se r N am e:

Ap r 1 5,

- 4

:3 6:

PM

D ra w in g N am e:

GRAPHIC SCALE

(IN FEET)

10' 20' 40'-20' 80'

SCALE: 1" = 20' (22"x34")

1" = 40' (11"x17")

NOTES:

1. CONTRACTOR SHALL ERECT AND MAINTAIN ALL NECESSARY

EROSION CONTROL BARRIERS THROUGHOUT CONSTRUCTION.

SEE SWPPP SHEETS C-011. C-012 & C-013.

2. CONTROL POINTS AT THE BEGINNING AND END OF EACH ALIGNMENT

ARE THEORETICAL AND TO BE USED TO CALCULATE PLACEMENT OF

ACTUAL PHYSICAL CONTROL POINTS IN THE FIELD.

3. FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP)/

U.S. ARMY CORPS OF ENGINEERS (USACE)/ SANTA ROSA COUNTY

WETLANDS JURISDICTIONAL BOUNDARY LINE IDENTIFIED BY

WETLAND SCIENCES INC. (WSI), NOVEMBER 2023.

LEGEND:

LAYOUT PLAN

MATCHLINE - SEE LEFT

MATCHLINE - SEE RIGHT

= EROSION CONTROL BARRIER (SILT FENCE)

= FLOATING TURBIDITY BARRIER

= TEMPORARY FLOOD BARRIER WALL

= LOCATION OF RESTORATION ACTIVITIES

App’dCh’k’dDescriptionDrawnDateRev

RevStatus

Drawing Number

Scale at ANSI D

Eng check

Approved

Coordination

Dwg check

Drawn

Designed

Title

Client

Security

Project Number TotalB/O

Pond Creek Bank Improvements at Mayo Park

502100708-002

J. POOL

G. EDWARDS

J. POOL

K. MORGAN

G. EDWARDS

K. MORGAN

1" = 20' BID 0 STD

C-005

5 13

BID ALTERNATE A

AutoCAD SHX Text

SOUTHERN RIGHT-OF-WAY OF CAROLINE STREET (US HIGHWAY 90) (FL 10/87)

AutoCAD SHX Text CAROLINE STREET (US HWY 90) (FL 10/87) (A 150.00' WIDE PUBLIC R/W PER FLORIDA DEPARTMENT OF TRANSPORTATION R/W MAP, SECTION 5801-212)

AutoCAD SHX Text CAROLINE STREET (US HWY 90) (FL 10/87) (A 150.00' WIDE PUBLIC R/W PER FLORIDA DEPARTMENT OF TRANSPORTATION R/W MAP, SECTION 5801-212)

AutoCAD SHX Text

POND CREEK

AutoCAD SHX Text

WEST BANK MAYO PARK

AutoCAD SHX Text

EAST BANK MAYO PARK

AutoCAD SHX Text

COVERED PICNIC TABLE

AutoCAD SHX Text

COVERED PICNIC TABLE

AutoCAD SHX Text

EDGE OF WATER POND CREEK

AutoCAD SHX Text

EDGE OF WATER POND CREEK

AutoCAD SHX Text

EDGE OF WATER POND CREEK

AutoCAD SHX Text

FDEP/USACE/COUNTY WETLANDS JURISDICTIONAL LINE

AutoCAD SHX Text

FDEP/USACE/COUNTY WETLANDS JURISDICTIONAL LINE

AutoCAD SHX Text

FDEP/USACE/COUNTY WETLANDS JURISDICTIONAL LINE

AutoCAD SHX Text

FDEP/USACE/COUNTY WETLANDS JURISDICTIONAL LINE

AutoCAD SHX Text

SOUTHERN RIGHT-OF-WAY OF CAROLINE STREET (US HIGHWAY 90) (FL 10/87)

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SOUTHERN RIGHT-OF-WAY OF CAROLINE STREET (US HIGHWAY 90) (FL 10/87)

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EDGE OF WATER POND CREEK

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CONTRACTOR SHALL REMOVE ALL WALL PANELS FROM THE BOTTOM OF THE CREEK

12 PANELS TO BE REMOVED BASIS OF DESIGN FOR PANEL REMOVAL

1+00 2+00 3+00

INSTALL 50 LF OF

FLOATING TURBIDITY

BARRIER

INSTALL 90 LF OF

FLOATING TURBIDITY

BARRIER

INSTALL 75 LF OF

EROSION CONTROL

BARRIER (SILT FENCE)

INSTALL 105 LF OF

EROSION CONTROL

BARRIER (SILT FENCE)

0+00 1+00 2+00

-1

-2

-1 -2

-2

INSTALL 115 LF OF

EROSION CONTROL

BARRIER (SILT FENCE)

INSTALL 110 LF OF

FLOATING TURBIDITY

BARRIER

INSTALL TEMPORARY

SHEET PILE WALLS

INSTALL TEMPORARY

FLOOD BARRIER WALL

(LOCATION IS APPROXIMATE)

LOCATE AND

PRTOECT ALL

UTILITIES

ISSUED FOR BID

Architects Engineers Surveyors

AA - C0000035 EB - 0000155 LB - 0006783

Mott MacDonald Florida, LLC.

220 W. Garden St., Suite 700 Pensacola, FL 32502 United States of America T +1 (850) 484-6011 www.mottmac.com/americas

Santa Rosa County Board of County Commissioners

Public Works Department 6075 Old Bagdad Highway Milton, FL 32583

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© Mott MacDonald This document is issued for the party which commisioned it and for specific purposed connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

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GRAPHIC SCALE

(IN FEET)

10' 20'-10' 40'5'

SCALE: 1" = 10' (22"x34")

1" = 20' (11"x17")

NOTES:

1. CONTRACTOR SHALL ERECT AND MAINTAIN ALL NECESSARY

EROSION CONTROL BARRIERS THROUGHOUT CONSTRUCTION.

SEE SWPPP SHEETS C-011. C-012 & C-013.

2. FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP)/

U.S. ARMY CORPS OF ENGINEERS (USACE)/ SANTA ROSA COUNTY

WETLANDS JURISDICTIONAL BOUNDARY LINE IDENTIFIED BY

WETLAND SCIENCES INC. (WSI), NOVEMBER 2023.

LEGEND:

GRADING PLAN DETAILS

MAYO PARK WEST BANK OF POND CREEK

MAYO PARK EAST BANK OF POND CREEK

15'

3'

5'

3'

5'

5'

NEW WALL SYSTEM WITH NEW PILE CAP.

NEW PLE CAP SHALL MATCH THE

EXISTING PILE CAP PROFILE

FILTER FABRIC BEHIND NEW WALL SYSTEM.

NEW FILTER FABRIC SHALL MEET TYPE D-2

GEOTEXTILE FABRIC REQUIREMENTS OF

FDOT SPECIFICATION 985. GEOTEXTILE

FABRIC SHALL BE NAILED TO THE BACK OF

THE NEW WALL SYSTEM AT 2'-0" ON CENTER

(50 CY) OF COARSE AGGREGATE BACKFILL

MEETING FDOT SECTION 548-2.6.4 COARSE

AGGREGATE BACKFILL REQUIREMENTS

CONTRACTOR SHALL EXCAVATE BEHIND THE

EXIST WALL 5'-0" TO EXTEND THE FILTER FABRIC

BEHIND THE EXIST PRECAST CONCRETE WALL PANELS

BEGINNING OF WALL

STATION 0+94.95

CONTRACTOR SHALL EXCAVATE BEHIND

THE EXISTING WALL 5'-0" TO EXTEND THE

FILTER FABRIC BEHIND THE EXISTING

PRECAST CONCRETE WALL PANELS

NEW WALL SYSTEM WITH NEW PILE CAP.

NEW PILE CAP SHALL MATCH THE

EXISTING PILE CAP PROFILE

FILTER FABRIC BEHIND NEW WALL SYSTEM.

NEW FILTER FABRIC SHALL MEET TYPE D-2

GEOTEXTILE FABRIC REQUIREMENTS OF

FDOT SPECIFICATION 985. GEOTEXTILE

FABRIC SHALL BE NAILED TO THE BACK OF

THE NEW WALL SYSTEM AT 2'-0" ON CENTER

(130 CY) OF COARSE AGGREGATE BACKFILL

MEETING FDOT SECTION 548-2.6.4 COARSE

AGGREGATE BACKFILL REQUIREMENTS

EDGE OF EXISTING

EMBANKMENT

END OF EXISTING WALL

STATION 2+00.76

END OF PROPOSED

SHEET PILE WALL

STATION 2+32.95

BEGINNING OF

PROPOSED SHEET PILE

WALL STATION 2+00.76

BEGINNING OF

EXISTING WALL

STATION 2+32.95

EXISTING PRECAST CONCRETE

WALL WITH PILE CAP

EXISTING PRECAST CONCRETE

WALL WITH PILE CAP

= EROSION CONTROL BARRIER (SILT FENCE)

= FLOATING TURBIDITY BARRIER

BID ALTERNATE A

BASE BID

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Pond Creek Bank Improvements at Mayo Park

502100708-002

J. POOL

G. EDWARDS

J. POOL

K. MORGAN

G. EDWARDS

K. MORGAN

1" = 10' BID 0 STD

C-006

6 13

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COVERED PICNIC TABLE

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EDGE OF WATER POND CREEK

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FDEP/USACE/COUNTY WETLANDS JURISDICTIONAL LINE

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FDEP/USACE/COUNTY WETLANDS JURISDICTIONAL LINE

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EDGE OF WATER POND CREEK

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POND CREEK

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COVERED PICNIC TABLE

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EDGE OF WATER POND CREEK

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FDEP/USACE/COUNTY WETLANDS JURISDICTIONAL LINE

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EDGE OF WATER POND CREEK

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FDEP/USACE/COUNTY WETLANDS JURISDICTIONAL LINE

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EDGE OF WATER POND CREEK

AutoCAD SHX Text CAROLINE STREET (US HWY 90) (FL 10/87) (A 150.00' WIDE PUBLIC R/W PER FLORIDA DEPARTMENT OF TRANSPORTATION R/W MAP, SECTION 5801-212)

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POND CREEK

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SOUTHERN RIGHT-OF-WAY OF CAROLINE STREET (US HIGHWAY 90) (FL 10/87)

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NOTES:

1. AFTER EXCAVATION TO LIMITS, FIRST DRIVE LOGS WITH ROOT BALLS AND VERTICAL POSTS

BEFORE PLACEMENT OF WOODY LAYER MATERIAL.

2. WOODY LAYER SHALL CONSIST OF LOGS, ROOTWADS, BRANCHES, AND BRUSH NOT SUITABLE

FOR CONSTRUCTION OF LOG STRUCTURES. ALL MATERIALS ARE TO BE APPROVED BY THE

ENGINEER.

3. WOODY LAYER SHALL BE CONSTRUCTED WITH THE LARGEST MATERIAL PLACED FIRST. NO LOGS

SHALL BE PLACED PARALLEL TO THE FLOW OF WATER, UNLESS DIRECTED BY THE ENGINEER.

LOGS SHALL BE PLACED IN A CROSSING PATTERN OR WEAVE SUCH THAT EACH LOG IS

ANCHORED BY ANOTHER LOG.

4. ALL WOODY DEBRIS SHALL BE COMPACTED WITH THE EXCAVATOR BUCKET IN ORDER TO

REDUCE THE PRESENCE OF VOIDS IN THE SMALL/FINE WOODY DEBRIS LAYER.

5. THE HORIZONTAL LOCATIONS OF ALL WOODY DEBRIS ARE LOCATED ON THE PLAN AND PROFILE

SHEETS. NO LOCATIONS OF WOODY DEBRIS SHALL VARY FROM THE PLAN LOCATIONS WITHOUT

DIRECTION FROM THE ENGINEER.

6. STONE BACKFILL LAYER SHALL BE INSTALLED ABOVE THE HIGHEST ELEVATION OF THE WOODY

DEBRIS BEFORE THE SOIL LIFTS ARE INSTALLED.

7. THE SOIL BACKFILL USED FOR LIFTS AND TOPSOIL USED FOR LAYERING WITH THE LIVE

BRANCHES SHALL BE FREE OF ANY LARGE ROOTS OR WOODY DEBRIS AND SHALL GENERALLY

BE FREE FROM ANY GRAVEL OR COBBLE MATERIAL.

8. SOIL BACKFILL SHALL BE COMPACTED SUCH THAT FUTURE SETTLING WILL BE KEPT TO A

MINIMUM; YET, NOT SUCH THAT THE UNDERLYING BRUSH IS DISPLACED OR DAMAGED.

9. THE TOP OF THE BACKFILL FOR THE FIRST LIFT SHALL BE SLOPED AT APPROXIMATELY 5% AWAY

FROM THE STREAM.

10. PLACE A LAYER OF TOPSOIL AND LIVE BRANCHES ON TOP OF STONE BACKFILL LAYER SUCH THAT APPROXIMATELY 6 INCHES TO 1 FOOT OF EACH LIVE BRANCH WILL BE EXPOSED AND THE

REMAINDER (2' TO 4') OF EACH LIVE BRANCH WILL BE COVERED BY THE NEXT SOIL LIFT.

11. LIVE BRANCHES SHALL BE OF THE SPECIES SPECIFIED FOR LIVE STAKES OR APPROVED BY THE

ENGINEER AND SHALL EXCLUDE INVASIVE SPECIES.

12. PLACE A LAYER OF 10 FEET WIDE GEOCOIR 700 G/M2 EROSION CONTROL BLANKET, OR

EQUIVALENT, ON TOP OF THE TOPSOIL AND LIVE BRANCHES SUCH THAT 2.5 FEET OF THE

BLANKET WILL BE BURIED BELOW THE NEXT SOIL LIFT. ALLOW THE REMAINING 7.5 FEET OF

BLANKET TO HANG OVER THE PRECEDING LAYER OR COIR FIBER LOGS.

13. PLACE A LAYER OF 10 FEET WIDE NON-WOVEN COIR MATTING OVER THE EROSION CONTROL

BLANKET TO THE SAME LIMITS.

14. PLACE SOIL BACKFILL UP TO THE LIFT HEIGHT SPECIFIED OF NO GREATER THAN 1.0 FT AT A MAX SLOPE OF 4:1 BEING CAREFUL NOT TO PUSH/PULL OR TEAR THE FABRIC PREVIOUSLY PLACED.

15. THE TOP OF THE SOIL BACKFILL SHALL BE FLAT WITHIN THE LIFT SETBACK DISTANCE SPECIFIED IN THE STRUCTURE TABLE. BEYOND THE LIFT SETBACK DISTANCE, THE SOIL BACKFILL SHALL BE

SLOPED AT AN APPROXIMATE 5% SLOPE AWAY FROM THE STREAM.

16. TOP DRESS THE SOIL LIFT WITH TOPSOIL FROM THE FACE OF THE SOIL LIFT BACK .

17. WRAP THE FACE AND TOP OF THE SOIL LIFT USING THE WOVEN AND NON-WOVEN COIR MATTING

HANGING OVER THE PREVIOUS LIFT/COIR FIBER LOGS.

18. THE EROSION CONTROL FABRIC SHALL BE PULLED AS TIGHT AS POSSIBLE WITHOUT TEARING OR

EXCESSIVELY DISTORTING THE FABRIC.

19. SECURE THE EROSION…