ITB-2025-05_Locklin_Lake_Restoration-Maintenance_Dredge_-_Construction_Plans.pdf

PDF 6 MB Posted Mar 19, 2025

Attached to: Locklin Lake Restoration-Maintenance Dredge
Solicitation number: ITB-2025-05
Issued by: Santa Rosa County, Florida

About this file

Written by GovTribe AI · May 1, 2025

The document is a set of construction plans for the Locklin Lake Restoration - Maintenance Dredge project prepared by Baskerville-Donovan, Inc. for the City of Milton in Santa Rosa County, Florida, dated February 2025. The project involves a maintenance dredging effort for Locklin Lake, with comprehensive engineering plans detailing the lake excavation area, construction control lines, access paths, and material management. The plans include multiple detailed sheets showing grading, cross-sections, existing conditions, and specific engineering specifications for the dredging project.

The construction plans indicate a detailed approach to lake restoration, with careful consideration of environmental constraints and engineering precision. The project includes designated areas for dredge material management, contractor staging, and specific technical details such as turbidity barriers, silt fences, and erosion control measures. The plans appear to cover approximately 1-2 miles of lake shoreline, with multiple cross-section views showing proposed excavation depths and lake bed modifications. The engineering firm has included comprehensive notes on construction procedures, environmental protections, and technical specifications to guide the implementation of the lake restoration project.

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Other files

File	Type	Posted
ITB-2025-05_Locklin_Lake_Restoration-Maintenance_Dredge_-_Addendum_1_Ackn.pdf	PDF	Apr 12, 2025
ITB-2025-05_Locklin_Lake_Restoration-Maintenance_Dredge_-_Addendum_1.pdf	PDF	Apr 12, 2025
ITB-2025-05_Locklin_Lake_Restoration-Maintenance_Dredge.pdf	PDF	Mar 19, 2025
ITB-2025-05_Locklin_Lake_Restoration-Maintenance_Dredge_-_Analytical_Report.pdf	PDF	Mar 19, 2025
ITB-2025-05_Locklin_Lake_Restoration-Maintenance_Dredge_-_Permit.pdf	PDF	Mar 19, 2025

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CONSTRUCTION PLANS FOR

LOCKLIN LAKE

RESTORATION - MAINTENANCE DREDGE

PROJECT

LOCATION

VICINITY MAP N

FEBRUARY 2025

ENGINEERING BUSINESS: EB-0000340

449 W. MAIN ST., PENSACOLA, FL 32502 (850)438-9661

Pensacola - Panama City Beach - Tallahassee - Mobile

BASKERVILLE-DONOVAN, INC.

ENGINEERING THE SOUTH SINCE 1927

CITY OF MILTON

SANTA ROSA COUNTY, FL

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BAGDAD

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MILTON

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AutoCAD SHX Text SHEET INDEX INDEX INDEX G-000 COVER SHEET C-101 PROJECT OVERVIEW & NOTES C-102 EXISTING CONDITIONS PLAN C-103 CONTROL PLAN C-104 OVERALL GRADING PLAN AND KEY SHEET C-105-109 GRADING PLAN C-110 GRADING PLAN/DMMA PLAN C-111 DMMA ACCESS DMMA ACCESS C-112-118 LAKE CROSS SECTIONS C-901 DETAILS

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PREPARED BY

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PREPARED FOR THE

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100% PLANS

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CITY OF MILTON GRAVITY SEWER MAIN

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CONTRACTORS' STAGING AREA (APPROX) (SEE NOTE 3)

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HIGH WATER LINE EL= 23.5

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LIMITS OF LAKE EXCAVATION (SEE LAKE CROSS SECTIONS)

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PROJECT OVERVIEW

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& NOTES

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AutoCAD SHX Text NOTES: 1. DURING EXCAVATION OPERATIONS THE LAKE SHALL BE DRAINED TO ALLOW ACCESS TO THE LAKE BOTTOM. 2. THE CONTRACTOR MAY USE AN AREA JUST NORTHEAST OF THE DAM AS THE CONTRACTOR MAY USE AN AREA JUST NORTHEAST OF THE DAM AS STAGING, STORAGE, LAYDOWN, ETC. THE LIMITS SHOWN ARE APPROX. ONLY. FINAL LIMITS MUST BE COORDINATED WITH AND APPROVED BY THE CITY OF MILTON PRIOR TO MOBILIZATION. ANY CLEARING THAT MIGHT BE NECESSARY WITHIN THESE LIMITS MUST ALSO BE APPROVED BY THE CITY OF MILTON AS WELL AS THE PROPERTY OWNER. PRIOR TO FINAL ACCEPTANCE FO THE PROJECT THIS AREA SHALL BE STABILIZED AND RESTORED TO PRE-CONSTRUCTION CONDITIONS OR BETTER. TREE PLANTINGS WILL NOT BE REQUIRED. 3. DURING EXCAVATION OF LAKE SEDIMENT ACCESS TO THE LAKE WILL BE DURING EXCAVATION OF LAKE SEDIMENT ACCESS TO THE LAKE WILL BE AVAILABLE IN THE CONTRACTOR'S STAGING AREA SHOWN AS NOTED IN PLAN VIEW. THE LOCATION SHALL BE COORDINATED WITH AND APPROVED BY THE CITY OF MILTON PRIOR TO USEAGE. THE AREA OF DISTURBED GROUND SHALL BE STABILIZED AND RESTORED TO PRE-CONST CONDITIONS OR BETTER WHEN OPERATION IS COMPLETE. 4. LOCKLIN LAKE IS SURROUNDED BY PRIVATE PROPERTY. MANY PROPERTY LOCKLIN LAKE IS SURROUNDED BY PRIVATE PROPERTY. MANY PROPERTY OWNERS HAVE CONSTRUCTED RETAINING WALLS AT THE SHORELINE & DOCK STRUCTURES EXTENDING INTO THE LAKE. 5. THE CONTRACTOR SHALL BE ADVISED THAT SANITARY SEWER MAINS (GRAVITY) THE CONTRACTOR SHALL BE ADVISED THAT SANITARY SEWER MAINS (GRAVITY) OWNED BY THE CITY OF MILTON LIE BENEATH LOCKLIN LAKE IN SEVERAL LOCATIONS AS SHOWN ON THESE DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE THESE MAINS IN THE FIELD & PROTECT THEM AT ALL TIMES DURING CONSTRUCTION. 6. CONTRACTOR STAGING AND LAYDOWN AREA WILL BE PROVIDED TO THE CONTRACTOR STAGING AND LAYDOWN AREA WILL BE PROVIDED TO THE NORTHEAST OF THE EXISTING DAM. THIS AREA IS PRIVATE PROPERTY AND SHALL BE RESTORED TO PRE-CONSTRUCTION CONDITION PRIOR TO FINAL ACCEPTANCE. 7. THIS PROJECT IS SUBJECT TO THE FOLLOWING PERMITS: THIS PROJECT IS SUBJECT TO THE FOLLOWING PERMITS: FDEP- VERIFICATION OF EXEMPTION 8. THE CONTRACTOR IS CAUTIONED TO VISIT THE SITE AND FAMILIARIZE HIMSELF THE CONTRACTOR IS CAUTIONED TO VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE PROJECT PRIOR TO BIDDING. 9. THE CONTRACTOR IS RESPONSIBLE TO DETERMINE THE EXACT LOCATIONS AND THE CONTRACTOR IS RESPONSIBLE TO DETERMINE THE EXACT LOCATIONS AND DEPTHS OF ALL UTILITIES INCLUDING, BUT NOT LIMITED TO, WATER LINES, BURIED TELEPHONE LINES, BURIED ELECTRICAL LINES AND GAS MAINS PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTOR IS TO COORDINATE WITH UTILITY COMPANIES FOR REMOVAL AND/OR RELOCATION OF EXISTING UTILITY POLES, AERIAL LINES, BURIED CABLE AND OTHER UTILITIES. 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONFLICTS BETWEEN CONTRACT DOCUMENTS AND EXISTING CONDITIONS. THESE DRAWINGS REPRESENT KNOWN STRUCTURES AND UTILITIES LOCATED IN THE PROJECT AREA. THE CONTRACTOR IS CAUTIONED THAT OTHER STRUCTURES AND UTILITIES, ABOVE OR BELOW GROUND, MAY BE ENCOUNTERED DURING THE COURSE OF THE PROJECT. THE CONTRACTOR SHOULD NOTIFY THE UTILITY, THEN THE ENGINEER, IMMEDIATELY UPON ENCOUNTERING ANY UNEXPECTED STRUCTURE, UTILITY LINE, OR OTHER UNUSUAL CONDITION. EXISTING CONDITIONS ARE BASED ON SURVEYS BY BASKERVILLE-DONOVAN, INC. DATED DECEMBER 2024. 11. CONTRACTOR SHALL SAFETY-BARRICADE ALL EXCAVATIONS AND OTHER CONTRACTOR SHALL SAFETY-BARRICADE ALL EXCAVATIONS AND OTHER HAZARDS. 12. THE CONTRACTOR SHALL EMPLOY THE USE OF SILT FENCES, HAY BALES, THE CONTRACTOR SHALL EMPLOY THE USE OF SILT FENCES, HAY BALES, DITCHES OR WHATEVER MEANS NECESSARY TO CONTROL EROSION AND SEDIMENTATION AT ALL TIMES. WATERS OF THE STATE, ADJACENT PROPERTIES, AND ANY NEW DRAINAGE CONSTRUCTION SHALL BE PROTECTED DURING THE CONSTRUCTION PERIOD. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE START OF CONSTRUCTION AND SHALL REMAIN UNTIL THE COMPLETION OF CONSTRUCTION AND ACCEPTANCE BY THE OWNER. 13. ADEQUATE PROVISIONS SHALL BE MADE FOR THE FLOW OF SEWERS, DRAINS, ADEQUATE PROVISIONS SHALL BE MADE FOR THE FLOW OF SEWERS, DRAINS, WATER COURSES AND OTHER UTILITIES ENCOUNTERED DURING CONSTRUCTION. 14. ALL TREES IN THE PROJECT AREA ARE TO REMAIN UNDAMAGED UNLESS ALL TREES IN THE PROJECT AREA ARE TO REMAIN UNDAMAGED UNLESS NOTED FOR REMOVAL OR APPROVED BY THE ENGINEER. 15. THE CONTRACTOR IS TO REPLACE TO EXISTING CONDITIONS OR BETTER ANY THE CONTRACTOR IS TO REPLACE TO EXISTING CONDITIONS OR BETTER ANY FENCES, SPRINKLER SYSTEMS, OR OTHER EXISTING IMPROVEMENTS IMPACTED DURING CONSTRUCTION, WHETHER DEPICTED IN THE PLANS OR NOT. 16. CONTRACTOR SHALL MAINTAIN BASE FLOW CONVEYANCE DURING DREDGING CONTRACTOR SHALL MAINTAIN BASE FLOW CONVEYANCE DURING DREDGING ACTIVITIES TO PROVIDE POSITIVE DRAINAGE FROM THE UPSTREAM CULVERTS TO THE DOWNSTREAM DAM. 17. CONTRACTOR SHALL PREPARE AND SUBMIT A SWPPP FOR CONSTRUCTION CONTRACTOR SHALL PREPARE AND SUBMIT A SWPPP FOR CONSTRUCTION ACTIVITIES TO FDEP PRIOR TO START OF CONSTRUCTION. 18. TURBIDITY SHALL BE MEASURED PRIOR TO START OF CONSTRUCTION. TURBIDITY SHALL BE MEASURED PRIOR TO START OF CONSTRUCTION. BASELINES SHALL BE ESTABLISHED AT DOGWOOD PARKWAY, PARK AVENUE, AND COLLINS MILL CREEK. TURBIDITY WILL BE MONITORED WEEKLY AT DOGWOOD PARKWAY AND PARK AVENUE, AND DAILY AT COLLINS MILL CREEK. READING EXCEEDING 29 NTUs ABOVE BASELINE WILL TRIGGER A WORK STOPPAGE UNTIL ADDITIONAL BMPs REDUCE TURBIDITY BELOW THIS THRESHOLD.

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CITY OF MILTON LOCKLIN LAKE RESTORATION - MAINTENANCE DREDGE

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AutoCAD SHX Text This drawing is the property of BASKERVILLE-DONOVAN, INC. and is not to be reproduced in whole or in part. It is not to be used on any other project and is to be returned upon request.

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MICHAEL DILLON DRAUGHN, P.E.

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AutoCAD SHX Text NOTES: 1. THE CONTRACTOR SHALL PROTECT ALL RETAINING WALLS AND DOCKS DURING CONSTRUCTION. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FLOATING TURBIDITY BARRIERS AND IN ACCORDANCE WITH HIS/HER SWPPP. 3. MONITORING OF TURBIDITY LEVELS TO ENSURE LEVELS REMAIN BELOW LOCAL, STATE AND FEDERAL REQUIREMENTS FOR CLASS II WATERS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR

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MICHAEL DILLON DRAUGHN, P.E.

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FINISHED CONTOUR

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LIGHT POLE

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GIN SPIKE SET

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HIGH WATER LINE EL= 23.5

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STA 25+68

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STA 36+75

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BM DOT 58-01BB04V ELEVATION= 30.93'

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BENCH MARK STA 25+81.42, 39.58' RT SET CAPPED IRON ROD NO. 0340 EL.=21.44'

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BENCH MARK STA 103+81.90, 51.84' RT SET CAPPED IRON ROD NO. 0340 EL.=27.22'

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DOGWOOD PARKWAY

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LAKESHORE DR

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LAKEWOOD DR

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LOCKLIN AVE

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YOUPAN DR

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TICONDEROGA ST

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LEXINGTON AVE

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ROBBINS ST

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PARK LN

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CLAYTON LN

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LOT 1

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LOT 2

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LOT 15

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BLOCK 5

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BLOCK 5

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BLOCK 5

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LOT 1

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LOT 2

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BLOCK 3

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BLOCK 3

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BLOCK 3

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LOT 7

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LOT 5

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LOT 4

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LOT 3

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LOT 9

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BLOCK 1

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BLOCK 2

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CITY OF MILTON

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PARK

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LOT 20

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LOT 19

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LOT 18

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LOT 17

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LOT 14

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LOT 11

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LOT 10

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LOT 9

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LOT 8

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LOT 7

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LOT 6

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LOT 5

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LOT 4

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BLOCK 1

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PARK

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PARK

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BLOCK 1

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BLOCK 1

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WELL PUMP

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WELL PUMP

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CONTROL POINT #1

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STA 21+16

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CONTROL POINT #2

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CONTROL POINT #517

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CONTROL POINT #15

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CONTROL POINT #5

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CONTROL POINT #11

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CONTROL POINT #6

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CONTROL POINT #7

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CONSTRUCTION CONTROL LINE

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CONSTRUCTION CONTROL LINE

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CONSTRUCTION CONTROL LINE

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SEE DETAIL A THIS SHEET

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SEE DETAIL C THIS SHEET

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SEE DETAIL B THIS SHEET

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CONTROL POINT #1

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CONSTRUCTION CONTROL LINE

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CONTROL POINT #7

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CONSTRUCTION CONTROL LINE

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CONSTRUCTION CONTROL LINE

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CONTROL POINT #5

AutoCAD SHX Text C-103

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CONTROL

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PLAN

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RGG

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MDD

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CITY OF MILTON LOCKLIN LAKE RESTORATION - MAINTENANCE DREDGE

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PROJECT NO:

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CHK'D BY:

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PROJ. MGR:

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FEB 2025

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NO.

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DATE

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REVISION/ACTION TAKEN

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NOT RELEASED FOR CONSTRUCTION BY DATE

AutoCAD SHX Text FL Reg. Engineer #99825

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MICHAEL DILLON DRAUGHN, P.E.

AutoCAD SHX Text

AutoCAD SHX Text 200'

AutoCAD SHX Text 100'

AutoCAD SHX Text 50'

AutoCAD SHX Text

SCALE: 1" = 1OO'

AutoCAD SHX Text 1" = 100' (22x34)

AutoCAD SHX Text 1" = 200' (11x17)

AutoCAD SHX Text CONTROL POINT DATA CONTROL POINT #1 STA 10+28.47, 16.45' LT N=601077.84 E=1164714.34 CONTROL POINT #2 STA 21+29.28, 55.07' RT N=600705.71, E=1165768.46 CONTROL POINT #517 STA 25+06.77, 62.51' RT N=600699.76 E=1166145.97 CONTROL POINT #15 STA 103+21.19, 210.73' RT N=600711.61 E=1167131.78 CONTROL POINT #5 STA 33+22.58, 95.37' LT N=601069.49 E=1166789.01 CONTROL POINT #11 STA 38+11.96, 112.06' RT N=601531.43 E=1167072.04 CONTROL POINT #6 STA 39+33.72, 74.27' RT N=601649.43 E=1167023.78 CONTROL POINT #7 STA 42+88.61, 59.21' RT N=601984.94 E=1166846.76

AutoCAD SHX Text

DETAIL A

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DETAIL B

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DETAIL C

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AutoCAD SHX Text 20'

AutoCAD SHX Text 10'

AutoCAD SHX Text 5'

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SCALE: 1" = 10'

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AutoCAD SHX Text 40'

AutoCAD SHX Text 20'

AutoCAD SHX Text 10'

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SCALE: 1" = 20'

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AutoCAD SHX Text 40'

AutoCAD SHX Text 20'

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SCALE: 1" = 20'

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PRIVATE DOCK

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BUILDING

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BALCONY

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BUILDING

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BUILDING

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BLDG

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LOT 1

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LOT 14

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LOT 16

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LOT 17

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LOT 19

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LOT 20

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BLOCK 3

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BLOCK 3

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BLOCK 3

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BFP

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IRV

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WELL PUMP

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IRV

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WELL PUMP

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SHEET C-105

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SHEET C-106

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SHEET C-107

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SHEET C-110

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SHEET C-108

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SHEET C-109

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DOGWOOD PARKWAY

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LAKESHORE DR

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LAKEWOOD DR

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LOCKLIN AVE

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YOUPAN DR

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TICONDEROGA ST

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LEXINGTON AVE

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ROBBINS ST

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PARK AVE

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PARK LN

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CLAYTON LN

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OVERALL GRADING PLAN

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AND KEY SHEET

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RGG

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MDD

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CITY OF MILTON LOCKLIN LAKE RESTORATION - MAINTENANCE DREDGE

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PROJECT NO:

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DRAWN BY:

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CHK'D BY:

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PROJ. MGR:

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DATE:

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JJF

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FEB 2025

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NO.

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DATE

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APPR.

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REVISION/ACTION TAKEN

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NOT RELEASED FOR CONSTRUCTION BY DATE

AutoCAD SHX Text FL Reg. Engineer #99825

AutoCAD SHX Text

MICHAEL DILLON DRAUGHN, P.E.

AutoCAD SHX Text

AutoCAD SHX Text 200'

AutoCAD SHX Text 100'

AutoCAD SHX Text 50'

AutoCAD SHX Text

SCALE: 1" = 1OO'

AutoCAD SHX Text 1" = 100' (22x34)

1" = 200' (11x17)

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4' CHAIN LINK FENCE

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4' CHAIN LINK FENCE

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4' CHAIN LINK FENCE

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METAL WALL

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4' HOGWIRE FENCE

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4' HOGWIRE FENCE

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4' HOGWIRE FENCE

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4' HOGWIRE FENCE

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4' CHAIN LINK FENCE

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WOOD WALL

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CHICKEN COOP

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WOOD WALL

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WOOD DOCK

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CONCRETE DITCH

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6' WOOD FENCE

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WOOD DOCK

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CONCRETE PAD

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BEAVER DAM

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18" CMP INV EL=36.40'

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18" CMP INV EL=36.50'

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18" CMP INV EL=23.32'

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18" CMP

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18" CMP

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6' WOOD FENCE

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CURB INLET

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CONCRETE DITCH

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INV = 23.65

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INV = 23.45

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30" PINE

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16" OAK

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16" OAK

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30" PINE

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24" PINE

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12" TREE

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12" CYPRESS

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16" OAK

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16" OAK

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32" CYPRESS

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12" OAK

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12" OAK

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24" PALM

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16" PALM

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24" PVC

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24" PVC

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18" PVC

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8" CLAY

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8" CLAY

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8" CLAY

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8" PVC

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5" CLAY

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8" CLAY

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TOP= 24.81 FL= 14.20

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TOP= 25.38 FL= 14.68

AutoCAD SHX Text

TOP= 26.99 FL= 18.42

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TOP= 32.80 FL= 23.29 FL = 25.58 S FL= 17.46 SE 8" CLAY FL= 17.49 SE 5" CLAY

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TOP= 33.31 FL= 26.07

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DOGWOOD PARKWAY

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LEXINGTON AVE

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LAKESHORE DR

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GRADING PLAN

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RGG

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MDD

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CITY OF MILTON LOCKLIN LAKE RESTORATION - MAINTENANCE DREDGE

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PROJECT NO:

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DRAWN BY:

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CHK'D BY:

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DATE:

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FEB 2025

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NO.

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DATE

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REVISION/ACTION TAKEN

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NOT RELEASED FOR CONSTRUCTION BY DATE

AutoCAD SHX Text FL Reg. Engineer #99825

AutoCAD SHX Text

MICHAEL DILLON DRAUGHN, P.E.

AutoCAD SHX Text

AutoCAD SHX Text 60'

AutoCAD SHX Text 30'

AutoCAD SHX Text 15'

AutoCAD SHX Text

SCALE: 1" = 30'

AutoCAD SHX Text 1" = 30' (22x34)

AutoCAD SHX Text 1" = 60' (11x17)

MATCHLINE SHEET C-106

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4' CHAIN LINK FENCE

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4' CHAIN LINK FENCE

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4' CHAIN LINK FENCE

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4' CHAIN LINK FENCE

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4' CHAIN LINK FENCE

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4' CHAIN LINK FENCE

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4' CHAIN LINK FENCE

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4' CHAIN LINK FENCE

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LANDSCAPE AREA

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CONCRETE DITCH

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WOOD DOCK

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WOOD DOCK

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6' WOOD FENCE

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6' WOOD FENCE

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6' WOOD FENCE

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WOOD DOCK

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WOOD DOCK

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4' CHAIN LINK FENCE

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WOOD DOCK

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4' CHAIN LINK FENCE

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4' WOOD FENCE

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3' HOGWIRE FENCE

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3' HOGWIRE FENCE

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3' HOGWIRE FENCE

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BLDG

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LOT 17

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LOT 18

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LOT 19

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LOT 20

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BLOCK 3

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WOOD SEAWALL

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WOOD DOCK

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18" RCP INV EL=40.91'

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18" RCP INV EL=42.81'

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18" RCP INV EL=21.78'

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18" RCP INV EL=31.45'

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18" RCP INV EL=31.40'

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18" RCP INV EL=31.45'

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24" RCP INV EL=23.64'

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36" RCP INV EL=20.86'

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WOOD SEAWALL

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18" RCP

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18" RCP

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18" RCP

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CURB INLET

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DROP INLET

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CONCRETE DITCH

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WOOD DOCK

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WOOD DOCK

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16" OAK

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16" OAK

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16" OAK

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16" OAK

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16" OAK

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16" TWIN CEDAR

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24" PALM

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24" PALM

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IRV

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INV = 12.47

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10" PVC

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24" PVC

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24" PVC

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15" PVC

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15" PVC

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8" CLAY

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TOP= 24.46 FL= 10.29

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TOP= 24.31 FL= 11.95

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TOP= 26.84 FL= 22.95

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LAKESHORE DR

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YOUPAN DR

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TICONDEROGA ST

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LEXINGTON AVE

AutoCAD SHX Text C-106

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GRADING PLAN

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MANAGEMENT AREA PLAN

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RGG

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MDD

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CITY OF MILTON LOCKLIN LAKE RESTORATION - MAINTENANCE DREDGE

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PROJECT NO:

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DRAWN BY:

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CHK'D BY:

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PROJ. MGR:

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DATE:

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JJF

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FEB 2025

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NO.

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DATE

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APPR.

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REVISION/ACTION TAKEN

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NOT RELEASED FOR CONSTRUCTION BY DATE

AutoCAD SHX Text FL Reg. Engineer #99825

AutoCAD SHX Text

MICHAEL DILLON DRAUGHN, P.E.

AutoCAD SHX Text

AutoCAD SHX Text 60'

AutoCAD SHX Text 30'

AutoCAD SHX Text 15'

AutoCAD SHX Text

SCALE: 1" = 30'

AutoCAD SHX Text 1" = 30' (22x34)

AutoCAD SHX Text 1" = 60' (11x17)

AutoCAD SHX Text

MATCHLINE SHEET C-105

MATCHLINE SHEET C-107

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RIPRAP

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WOOD DOCK

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CONCRETE WALK

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WOOD DOCK

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CONCRETE SEAWALL

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CONCRETE SEAWALL

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5' WOOD FENCE

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4' HOGWIRE FENCE

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6' WOOD FENCE

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6' WOOD FENCE

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3' HOGWIRE FENCE

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WOOD DECK

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4' CHAIN LINK FENCE

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BUILDING

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4' CHAIN LINK FENCE

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4' CHAIN LINK FENCE

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4' ELECTRIC FENCE

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4' ELECTRIC FENCE

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LOT 12

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LOT 13

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LOT 14

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LOT 15

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LOT 16

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18" RCP INV EL=31.40'

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18" RCP INV EL=22.07'

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18" RCP INV EL=31.45'

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18" RCP INV EL=22.14'

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18" RCP

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18" RCP

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CURB INLET

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IRV

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WELL PUMP

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18" CEDAR

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8" OAK

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6" CHINESE TALLOW

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6" OAK

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8" CEDAR

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6" CHINESE TALLOW

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8" CEDAR

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6" CEDAR

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8" CEDAR

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10" CHINESE TALLOW

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12" BLACK CHERRY

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8" CHINESE TALLOW

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10" TREE

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6" BIRCH

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12" CEDAR

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24" OAK

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12" OAK

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10" OAK

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WELL PUMP

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4' CHAIN LINK FENCE

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TOP= 24.42

AutoCAD SHX Text S

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LAKESHORE DR

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GRADING PLAN

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RGG

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MDD

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CITY OF MILTON LOCKLIN LAKE RESTORATION - MAINTENANCE DREDGE

AutoCAD SHX Text 25525.02

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PROJECT NO:

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DRAWN BY:

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CHK'D BY:

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PROJ. MGR:

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DATE:

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JJF

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FEB 2025

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NO.

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DATE

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APPR.

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REVISION/ACTION TAKEN

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NOT RELEASED FOR CONSTRUCTION BY DATE

AutoCAD SHX Text FL Reg. Engineer #99825

AutoCAD SHX Text

MICHAEL DILLON DRAUGHN, P.E.

AutoCAD SHX Text

AutoCAD SHX Text 60'

AutoCAD SHX Text 30'

AutoCAD SHX Text 15'

AutoCAD SHX Text

SCALE: 1" = 30'

AutoCAD SHX Text 1" = 30' (22x34)

AutoCAD SHX Text 1" = 60' (11x17)

AutoCAD SHX Text

MATCHLINE SHEET C-106

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MATCHLINE SHEET C-108

MATCHLINE SHEET C-110

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WOODLINE

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WOODLINE

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WOODLINE

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WOODLINE

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CONCRETE HEADWALL

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4' ELECTRIC FENCE

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4' HOGWIRE FENCE

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4' WOOD FENCE

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CONCRETE WALK

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4' WOOD FENCE

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4' HOGWIRE FENCE

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4' CHAIN LINK FENCE

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CONCRETE SEAWALL

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CONCRETE PAD

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WOOD SEAWALL

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LOT 6

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LOT 7

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LOT 8

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LOT 9

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LOT 10

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LOT 11

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BLOCK 3

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18" RCP INV EL=28.20'

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15" RCP INV EL=28.41'

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18" RCP INV EL=24.13'

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12" RCP INV EL=35.48'

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36" RCP INV EL=24.51'

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36" RCP INV EL=22.71'

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WOOD DOCK

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36" RCP

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18" RCP

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15" RCP

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CURB INLET

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24" OAK

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36" RCP

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TOP= 24.88

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TOP= 25.26

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LAKESHORE DR

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PARK LANE

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ACCESS DRIVE TURNOUT

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ACCESS PATH

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GRADING PLAN

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RGG

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MDD

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CITY OF MILTON LOCKLIN LAKE RESTORATION - MAINTENANCE DREDGE

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PROJECT NO:

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DRAWN BY:

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CHK'D BY:

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PROJ. MGR:

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DATE:

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JJF

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FEB 2025

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NO.

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DATE

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APPR.

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REVISION/ACTION TAKEN

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NOT RELEASED FOR CONSTRUCTION BY DATE

AutoCAD SHX Text FL Reg. Engineer #99825

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MICHAEL DILLON DRAUGHN, P.E.

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AutoCAD SHX Text 60'

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SCALE: 1" = 30'

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AutoCAD SHX Text 1" = 60' (11x17)

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MATCHLINE SHEET C-109

MATCHLINE SHEET C-107

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4' HOGWIRE FENCE

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WOODLINE

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WOODLINE

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96" RCP INV=19.34'

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CONCRETE DRIVE

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CONCRETE HEADWALL

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96" RCP INV=19.35'

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96" RCP INV=19.34'

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96" RCP INV=19.34'

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CONCRETE HEADWALL

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EOP

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EOP

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EOP

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EOP

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CONCRETE WALK

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CONCRETE WALK

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CONCRETE PARKING

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BUILDING

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BALCONY

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WOOD SEAWALL

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WOOD SEAWALL

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4' CHAIN LINK FENCE

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WOOD DOCK

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WOOD DOCK

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4' WOOD FENCE

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4' CHAIN LINK FENCE

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4' CHAIN LINK FENCE

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4' CHAIN LINK FENCE

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CONCRETE HEADWALL

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RIPRAP

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WOOD SEAWALL

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LOT 4

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LOT 5

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LOT 6

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BLOCK 3

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15" RCP INV EL=30.95'

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18" RCP INV EL=30.55'

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18" RCP INV EL=22.03'

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48" RCP INV EL=22.71'

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48" RCP

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18" RCP

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15" RCP

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WOOD SEAWALL

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WOOD DOCK

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CONCRETE PAD

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CURB INLET

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BFP

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48" OAK

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14" PALM

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14" PALM

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27" OAK

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14" PALM

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24" PINE

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18" TREE

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12" TREE

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18" TREE

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24" PINE

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12" TREE

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20" TREE

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12" TREE

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30" TREE

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TOP= 28.54

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INV= 18.54

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18" CLAY

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FL= 14.87

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TOP= 25.41

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18" CLAY

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INV= 22.09 12" CLAY

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TOP= 25.00

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LAKESHORE DR

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PARK AVE

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GRADING PLAN

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RGG

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MDD

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CITY OF MILTON LOCKLIN LAKE RESTORATION - MAINTENANCE DREDGE

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PROJECT NO:

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DRAWN BY:

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CHK'D BY:

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PROJ. MGR:

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DATE:

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JJF

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FEB 2025

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NO.

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DATE

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APPR.

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REVISION/ACTION TAKEN

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NOT RELEASED FOR CONSTRUCTION BY DATE

AutoCAD SHX Text FL Reg. Engineer #99825

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MICHAEL DILLON DRAUGHN, P.E.

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AutoCAD SHX Text 60'

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SCALE: 1" = 30'

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MATCHLINE SHEET C-108

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PRIVATE DOCK

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WOODLINE

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WOODED AREA

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WOODED AREA

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CONCRETE SEAWALL

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CONCRETE SEAWALL

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WOOD DOCK

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RIPRAP

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WOOD DECK

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BUILDING

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12" CMP INV EL=23.48'

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6' CHAIN LINK FENCE

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TOP OF OVERFLOW ELEV=23.43'

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BOTTOM OF GATE ELEV=13.68'

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TOP= 27.82 FL= 6.64

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DOUBLE ROW TYPE 4 SILT FENCE WITH HAY BALES

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CONTRACTOR'S STAGING AREA (APPROX) (SEE NOTE 2)

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DREDGE MATERIAL MANAGEMENT AREA

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TURBIDITY BARRIER

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WATER'S EDGE

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DOUBLE ROW TYPE 4 SILT FENCE WITH HAY BALES

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GRADING PLAN/

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DMMA PLAN

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RGG

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MDD

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APPROX

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CONTRACTOR'S STAGING

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CITY OF MILTON LOCKLIN LAKE RESTORATION - MAINTENANCE DREDGE

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PROJECT NO:

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DRAWN BY:

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CHK'D BY:

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PROJ. MGR:

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DATE:

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JJF

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FEB 2025

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NO.

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DATE

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APPR.

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REVISION/ACTION TAKEN

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NOT RELEASED FOR CONSTRUCTION BY DATE

AutoCAD SHX Text FL Reg. Engineer #99825

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MICHAEL DILLON DRAUGHN, P.E.

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SILT FENCE

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AutoCAD SHX Text 60'

AutoCAD SHX Text 30'

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SCALE: 1" = 30'

AutoCAD SHX Text 1" = 30' (22x34)

AutoCAD SHX Text 1" = 60' (11x17)

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MATCHLINE SHEET C-107

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MATCHLINE SHEET C-108

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TRUBIDITY BARRIER

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WATER'S EDGE

NOTES: 1. SANITARY SEWER LINE SHOWN EXTENDS BEYOND THE LIMITS SHOWN. SANITARY SEWER LINE SHOWN EXTENDS BEYOND THE LIMITS SHOWN. CONTRACTOR SHALL PROTECT THE LINE THROUGHOUT CONSTRUCTION. 2. THE CONTRACTOR MAY USE THE DREDGE MATERIAL MAINTENANCE AREA THE CONTRACTOR MAY USE THE DREDGE MATERIAL MAINTENANCE AREA (DMMA) SHOWN NORTHEAST OF THE DAM. THE LIMITS SHOWN ARE APPROXIMATE AND THE FINAL LIMITS SHALL BE APPROVED BY THE CITY OF MILTON AND THE PROPERTY OWNER. PRIOR TO FINAL ACCEPTANCE THE PROJECT, DMMA AND STAGING AREA SHALL BE RESTORED AND STABILIZED TO PRE-CONSTRUCTION CONDITIONS. 3. ALL TREES GROWING INTO THE DAM EMBANKMENT SHALL BE CUT DOWN AND ALL TREES GROWING INTO THE DAM EMBANKMENT SHALL BE CUT DOWN AND THE STUMPS SHALL BE REMOVED BY EXCAVATION. 4. DREDGE MATERIAL SHALL NOT BE USED FOR WETLAND FILL, STRUCTURAL DREDGE MATERIAL SHALL NOT BE USED FOR WETLAND FILL, STRUCTURAL FILL, OR UPLAND DISPOSAL. MATERIAL SHALL BE DISPOSED AT THE SANTA ROSA COUNTY LANDFILL OR OTHER LEGAL MEANS. 5. THE CONTRACTOR SHALL PROVIDE AN AS-BUILT SURVEY OF THE POST DREDGED POND PRIOR TO LAKE FILLING AND PROJECT CLOSE OUT. 6. THE CONTRACTOR SHALL INSTALL A TEMPORARY GRAVEL CONSTRUCTION THE CONTRACTOR SHALL INSTALL A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE AT THE DESIGNATED ACCESS PATH TO MINIMIZE TRACKING OF SEDIMENT ONTO ADJACENT ROADWAYS. THE ENTRANCE LOCATION SHALL BE APPROVED BY THE CITY OF MILTON AND THE PROPERTY OWNER. THE ENTRANCE SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD, WITH ADDITIONAL STONE ADDED AS NEEDED TO ENSURE EFFECTIVENESS. ANY SEDIMENT TRACKED ONTO PUBLIC ROADWAYS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR.

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PRIVATE DOCK

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DREDGE MATERIAL MANAGEMENT AREA

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CLAYTON LANE

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PARK LANE

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ACCESS DRIVE TURNOUT

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ACCESS PATH

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DMMA ACCESS

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RGG

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MDD

AutoCAD SHX Text NOTES: 1. SANITARY SEWER LINE SHOWN EXTENDS BEYOND THE LIMITS SHOWN. SANITARY SEWER LINE SHOWN EXTENDS BEYOND THE LIMITS SHOWN. CONTRACTOR SHALL PROTECT THE LINE THROUGHOUT CONSTRUCTION. 2. THE CONTRACTOR MAY USE THE DREDGE MATERIAL MAINTENANCE AREA THE CONTRACTOR MAY USE THE DREDGE MATERIAL MAINTENANCE AREA (DMMA) SHOWN NORTHEAST OF THE DAM. THE LIMITS SHOWN ARE APPROXIMATE AND THE FINAL LIMITS SHALL BE APPROVED BY THE CITY OF MILTON AND THE PROPERTY OWNER. PRIOR TO FINAL ACCEPTANCE THE PROJECT, DMMA AND STAGING AREA SHALL BE RESTORED AND STABILIZED TO PRE-CONSTRUCTION CONDITIONS. 3. ALL TREES GROWING INTO THE DAM EMBANKMENT SHALL BE CUT DOWN AND ALL TREES GROWING INTO THE DAM EMBANKMENT SHALL BE CUT DOWN AND THE STUMPS SHALL BE REMOVED BY EXCAVATION. 4. DREDGE MATERIAL SHALL NOT BE USED FOR WETLAND FILL, STRUCTURAL DREDGE MATERIAL SHALL NOT BE USED FOR WETLAND FILL, STRUCTURAL FILL, OR UPLAND DISPOSAL. MATERIAL SHALL BE DISPOSED AT THE SANTA ROSA COUNTY LANDFILL OR OTHER LEGAL MEANS. 5. THE CONTRACTOR SHALL PROVIDE AN AS-BUILT SURVEY OF THE POST DREDGED POND PRIOR TO PROJECT CLOSE OUT. 6. THE CONTRACTOR SHALL INSTALL A TEMPORARY GRAVEL CONSTRUCTION THE CONTRACTOR SHALL INSTALL A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE AT THE DESIGNATED ACCESS PATH TO MINIMIZE TRACKING OF SEDIMENT ONTO ADJACENT ROADWAYS. THE ENTRANCE LOCATION SHALL BE APPROVED BY THE CITY OF MILTON AND THE PROPERTY OWNER. THE ENTRANCE SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD, WITH ADDITIONAL STONE ADDED AS NEEDED TO ENSURE EFFECTIVENESS. ANY SEDIMENT TRACKED ONTO PUBLIC ROADWAYS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR.

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APPROX

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CONTRACTOR'S STAGING

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CITY OF MILTON LOCKLIN LAKE RESTORATION - MAINTENANCE DREDGE

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PROJECT NO:

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DRAWN BY:

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CHK'D BY:

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PROJ. MGR:

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DATE:

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JJF

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FEB 2025

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NO.

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DATE

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APPR.

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REVISION/ACTION TAKEN

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NOT RELEASED FOR CONSTRUCTION BY DATE

AutoCAD SHX Text FL Reg. Engineer #99825

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MICHAEL DILLON DRAUGHN, P.E.

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SILT FENCE

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AutoCAD SHX Text 100'

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AutoCAD SHX Text 25'

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SCALE: 1" = 50'

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AutoCAD SHX Text 1" = 100' (11x22)

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TRUBIDITY BARRIER

WATER'S EDGE

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GRAVITY SEWER MAIN (TYP.)

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GRAVITY SEWER MAIN (TYP.)

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FINISHED GRADE (TYP.)

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150.53 SF

AutoCA…

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File details come from the government source that posted it. Updated May 1, 2025.