Attachment 12 Site Access Road Drawings.pdf

3 MB Posted

Attached to
Repair GATR HF Antennas
Solicitation number
FA481921R0003
Issued by

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This solicitation seeks proposals for the engineering, furnishing, installation, testing and commissioning of three new high frequency triple-mode operation SPIRA-CONE antennas and associated radio frequency cabling and manhole/duct systems at an existing ground radio transmit and receive site facility. The work will be completed in phases to minimize operational impacts to current high frequency capabilities. Offerors should be a design-build team consisting of a general contractor and an engineering firm qualified to perform the required services as outlined in the statement of work and supplemental documents. Proposals are due by the date specified, and the contract is expected to be awarded thereafter to the responsible offeror whose proposal meets the requirements and criteria set forth in the solicitation. The agency listed is the Department of the Air Force Air Combat Command.

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TYNDALL AIR FORCE BASE, FLORIDA

FOR:

J.A.M. CONSTRUCTION SERVICES, INC.

MERRITT ISLAND, FLORIDA

RESTORE MAINTENANCE ROADS AT GATR SITE

5555 NORTH COURTENAY PARKWAY

N

PROJECT

LOCATION

VICINITY MAP

XLWU 20-8176

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1375.02 - RESTORE MAINTENANCE ROADS AT GATR SITE

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PROJECT 1375.02

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PREPARED BY:

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NEIL

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ENGINEERING, INC.

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CARROLL

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STATE OF FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER: 7288

AutoCAD SHX Text Professional Engineering Consultants

AutoCAD SHX Text Fax: 850-763-5744

AutoCAD SHX Text Phone: 850-763-5730

AutoCAD SHX Text Panama City, Florida 32401

AutoCAD SHX Text 475 Harrison Avenue, Suite 200

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NOT TO SCALE

AutoCAD SHX Text McNEIL CARROLL ENGINEERING, INC. ALL RIGHTS RESERVED. NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR UTILIZED IN ANY FORM WITHOUT PRIOR WRITTEN AUTHORIZATION OF McNEIL CARROLL ENGINEERING, INC.

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AutoCAD SHX Text Y:\PC-PROJECTS\1375.02 - RESTORE ROADS - GATR SITE\DRAWINGS\1375.02E01.DWG 1/14/2021 11:10 AM

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SITE EROSION CONTROL PLAN

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SITE LAYOUT PLAN

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SITE GRADING AND DRAINAGE PLAN

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CONSTRUCTION DETAILS

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INDEX OF SHEETS

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SHEETS

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MASTER PLAN

BEACON BEACH ROAD

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C H

E R

Y A

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MASTER PLAN

PERMIT PURPOSES ONLY

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NOT

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TYNDALL AIR FORCE BASE, FLORDIA

RESTORE MAINTENANCE ROADS AT GATR SITE

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ELECTRIC BOX

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ABANDONED

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LIGHT POLE

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TWO TRAIL ROAD

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MONITORING WELL

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SURROUNDED BY

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FOUR (4) BOLLARDS

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VAULT

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VAULT

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VAULT

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30" RCP

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INV. EL. = 18.47

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CONCRETE

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LIMITS OF

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TOWER

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LIMITS OF

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TOWER

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CHAIN LINK FENCE

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GATE

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TWO TRAIL ROAD

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GRAVEL ROAD

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GRAVEL

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PORTABLE

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BUILDING

AutoCAD SHX Text 66.8' x 40.3'

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PORTABLE

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BUILDING

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OVERHANG

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OF BUILDING

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ANTENNA

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FOOTER

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ANTENNA

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FOOTER

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PORTABLE

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BUILDING

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SANITARY

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SEWER

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MANHOLE

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ASPHALT PARKING

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CURB

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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ASPHALT DRIVE

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CHAIN LINK FENCE

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TRAILER

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TONGUE

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TRAILER

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TONGUE

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SIGN

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SET 5/8" IRON ROD LB NO. 2372

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ELEVATION = 22.90

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SITE BENCHMARK #2

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GRAVEL ROAD

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DITCH

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SITE BENCHMARK #1 SET NAIL & DISK LB NO. 2372 ELEVATION = 24.11

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SAND BAG HEADWALL INV. EL. = 19.23

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CONEX BOX

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PROPOSED TOWER-1

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PROPOSED TOWER-2

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NEIL

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CARROLL

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AutoCAD SHX Text McNEIL CARROLL ENGINEERING, INC. ALL RIGHTS RESERVED. NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR UTILIZED IN ANY FORM WITHOUT PRIOR WRITTEN AUTHORIZATION OF McNEIL CARROLL ENGINEERING, INC.

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SHEET NUMBER

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BY

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REVISIONS

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CF/D:

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NO.

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RELEASED FOR CONSTRUCTION

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DESIGNED BY:

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DRAWN BY:

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REVIEWED BY:

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ISSUE DATE:

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DATE

AutoCAD SHX Text 475 Harrison Avenue, Suite 200

AutoCAD SHX Text Panama City, Florida 32401

AutoCAD SHX Text 850-763-5730

AutoCAD SHX Text Professional Engineering Consultants

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STATE OF FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER: 7288

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CARROLL

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ENGINEERING, INC.

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NEIL

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PROFESSIONAL ENGINEER

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FL LC # 57988

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DATE:

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BY:

AutoCAD SHX Text Sean D. McNeil, P.E.

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PROFESSIONAL ENGINEER

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FL LC # 49303

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1375.02 - RESTORE MAINTENANCE ROADS AT GATR SITE

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SHOWN

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JFP

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SDM

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JFP

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A R

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E R

Y A

V E

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2A

SITE EROSION CONTROL PLAN

PERMIT PURPOSES ONLY

O F

NOT

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TYNDALL AIR FORCE BASE, FLORDIA

RESTORE MAINTENANCE ROADS AT GATR SITE

AutoCAD SHX Text SITE EROSION CONTROL DRAWING NOTES: 1. EROSION CONTROL SHALL BE MAINTAINED FOR THE DURATION FOR THE PROJECT. EROSION CONTROL SHALL BE MAINTAINED FOR THE DURATION FOR THE PROJECT. 2. ALL CONSTRUCTION OUTSIDE OF PROPERTY LINES IS SHOWN IN DETAIL ON PERMIT ALL CONSTRUCTION OUTSIDE OF PROPERTY LINES IS SHOWN IN DETAIL ON PERMIT DRAWINGS. (SEE GENERAL NOTES.). 3. SEE SYMBOL LEGEND ON THIS SHEET FOR SYMBOL INFORMATION AND REFERENCED DETAILS. SEE SYMBOL LEGEND ON THIS SHEET FOR SYMBOL INFORMATION AND REFERENCED DETAILS. 4. SEE SECTIONS IN CONSTRUCTION DETAILS. SEE SECTIONS IN CONSTRUCTION DETAILS. 5. SILT FENCE TO BE INSTALLED AT PERIMETER OF SITE DURING CONSTRUCTION. EROSION SILT FENCE TO BE INSTALLED AT PERIMETER OF SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES WILL BE UTILIZED THROUGHOUT THE CONSTRUCTION PHASE OF THIS PROJECT TO RESTRICT ANY TURBID RUNOFF FROM LEAVING THE CONSTRUCTION SITE. 6. CONTROL OF SEDIMENT-LADEN RUNOFF SHALL BE PROVIDED WITH HAY BALES AND/OR CONTROL OF SEDIMENT-LADEN RUNOFF SHALL BE PROVIDED WITH HAY BALES AND/OR GEOTECH STYLE FABRICS. ALL CONTROL MEASURES SHALL BE PROPERLY LOCATED AND CONSTRUCTED TO PREVENT SEDIMENT TRANSPORT. THE MEANS FOR RETAINING THE SEDIMENTS WILL BE MAINTAINED BY THE CONTRACTOR UNTIL PERMANENT IMPROVEMENTS ARE COMPLETE. 7. THE CONTRACTOR IS RESPONSIBLE FOR TREATING ALL ONSITE STORMWATER DRAINAGE AS THE CONTRACTOR IS RESPONSIBLE FOR TREATING ALL ONSITE STORMWATER DRAINAGE AS REQUIRED TO MEET THE CRITERIA OF 62-3 FLORIDA ADMINISTRATIVE CODE, F.A.C. PRIOR TO DISCHARGE. 8. ALL CATCH BASINS, INLETS AND ACCESSES TO UNDERGROUND STORMWATER SYSTEMS SHALL ALL CATCH BASINS, INLETS AND ACCESSES TO UNDERGROUND STORMWATER SYSTEMS SHALL BE PROTECTED IN ACCORDANCE WITH THE ATTACHED DETAILS. 9. THE DEVELOPER AND/OR CONTRACTOR IS RESPONSIBLE FOR FOLLOWING REQUIRED WASTE THE DEVELOPER AND/OR CONTRACTOR IS RESPONSIBLE FOR FOLLOWING REQUIRED WASTE MANAGEMENT PRACTICES AS DEFINED BY THE GOVERNING ENTITY 10. THE DEVELOPER AND/OR CONTRACTOR IS RESPONSIBLE FOR OBTAINING COVERAGE UNDER THE DEVELOPER AND/OR CONTRACTOR IS RESPONSIBLE FOR OBTAINING COVERAGE UNDER THE FDEP GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES PRIOR TO START OF CONSTRUCTION OR ANY DISTURBANCE OF LAND GREATER THAN 1 ACRE. THE DEVELOPER/CONTRACTOR WILL FORWARD A COPY OF THE PERMIT AND WILL PROVIDE 48 HOUR NOTIFICATION TO THE APPROPRIATE AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. ALL REQUIRED ELEMENTS OF THE SWPP MUST BE IN PLACE PRIOR TO COMMENCEMENT OF CONSTRUCTION. FAILURE TO COMPLY COULD RESULT IN CODE ENFORCEMENT ACTION AND FINES. 11. QUALIFIED PERSONNEL SHALL INSPECT THE FOLLOWING ITEMS AT LEAST ONCE EVERY SEVEN QUALIFIED PERSONNEL SHALL INSPECT THE FOLLOWING ITEMS AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS AND/OR WITHIN 24 HOURS OF THE END OF A STORM EVENT (RAINFALL) THAT IS A 1/2 INCH OR GREATER: A. POINTS OF DISCHARGE TO WATERS OF THE UNITED STATES. POINTS OF DISCHARGE TO WATERS OF THE UNITED STATES. B. DISTURBED AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED. DISTURBED AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED. C. AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION. AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION. D. LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE. LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE. 14. THE CONTRACTOR SHALL INITIATE REPAIRS WITHIN 24 HOURS OF INSPECTION THAT INDICATE THE CONTRACTOR SHALL INITIATE REPAIRS WITHIN 24 HOURS OF INSPECTION THAT INDICATE ITEMS ARE NOT IN GOOD WORKING ORDER. TO COMPLY, THE CONTRACTOR SHALL INSTALL AND MAINTAIN RAIN GAGES AND DAILY RAINFALL RECORDS. WHERE SITES HAVE BEEN PERMANENTLY STABILIZED, INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH. THE CONTRACTOR SHALL ALSO INSPECT AND CERTIFY THAT CONTROLS INSTALLED IN THE FIELD AGREE WITH THE LATEST STORMWATER POLLUTION PREVENTION PLAN. 15. IF INSPECTIONS INDICATE THAT THE INSTALLED STABILIZATION AND STRUCTURAL PRACTICES IF INSPECTIONS INDICATE THAT THE INSTALLED STABILIZATION AND STRUCTURAL PRACTICES ARE NOT SUFFICIENT TO MINIMIZE EROSION, RETAIN SEDIMENT, AND PREVENT DISCHARGING POLLUTANTS, THE CONTRACTOR SHALL PROVIDE ADDITIONAL MEASURES, WHERE SITES HAVE BEEN PERMANENTLY STABILIZED, INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH. AS NEEDED. 16. RECORDS OF THE INSPECTIONS AND THE CONSTRUCTION PERMIT MUST BE MAINTAINED AT RECORDS OF THE INSPECTIONS AND THE CONSTRUCTION PERMIT MUST BE MAINTAINED AT THE CONSTRUCTION SITE AND BE READILY AVAILABLE FOR INSPECTION. 17. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF ANY EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, DEMOLITION OR OTHER DISTURBANCE TO THE SUBJECT SITE. CONSTRUCTION SEQUENCE AND BMP'S NWFWMD THE INITIAL PART OF THE CONSTRUCTION PROCESS SHALL BE THE INSTALLATION OF SILT FENCE AROUND THE PERIMETER OF THE AREA THAT IS TO BE DISTURBED TO ENSURE NO TURBID RUNOFF LEAVES THE CONSTRUCTION SITE. THE SILT FENCE SHALL BE INSTALLED PER THE CONSTRUCTION DETAILS. IF THERE IS A POSSIBILITY OF RUNOFF TO A WATER BODY, TURBIDITY CURTAIN SHALL BE INSTALLED PER THE CONSTRUCTION DETAILS. 18. TYPICALLY, THE SANITARY SEWER, STORM SEWER, AND WATER MAINS ARE INSTALLED TYPICALLY, THE SANITARY SEWER, STORM SEWER, AND WATER MAINS ARE INSTALLED RESPECTIVELY. UPON INSTALLATION OF THE STORM SEWER, HAY BALES AND FILTER FABRICS SHALL BE USED AT ALL INLET OPENINGS PER THE CONSTRUCTION DETAILS TO THE KEEP THE SYSTEM FREE OF SEDIMENTS DURING THE CONSTRUCTION PHASE. DEPENDING ON SITE CONDITIONS AND SIZE, SEDIMENT TRAPS SHALL BE UTILIZED TO PREVENT TURBID RUNOFF FROM LEAVING THE SITE (SEE EROSION CONTROL PLAN). 19. SITE STABILIZATION SHALL BE PROVIDED AS SOON AS THE GRADING WILL ALLOW IN ORDER SITE STABILIZATION SHALL BE PROVIDED AS SOON AS THE GRADING WILL ALLOW IN ORDER TO STOP EROSION AND REDUCE TURBID RUNOFF. SEEDING, SODDING, OR HYDROSEEDING SHALL BE USED WHEN FINAL GRADES ARE ESTABLISHED. 20. EROSION CONTROL MEASURES SHALL BE UTILIZED THROUGHOUT THE CONSTRUCTION PHASE EROSION CONTROL MEASURES SHALL BE UTILIZED THROUGHOUT THE CONSTRUCTION PHASE OF THIS PROJECT AND BE MANAGED IN ACCORDANCE THE THE STATE NPDES PROGRAM.

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MONITORING WELL

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SURROUNDED BY

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FOUR (4) BOLLARDS

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VAULT

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VAULT

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VAULT

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CONCRETE

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LIMITS OF

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TOWER

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CHAIN LINK FENCE

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GATE

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TWO TRAIL ROAD

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GRAVEL ROAD

AutoCAD SHX Text 12.4' x 25.5'

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PORTABLE

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BUILDING

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EDGE OF PAVEMENT

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GRAVEL ROAD

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AutoCAD SHX Text SITE EROSION CONTROL DRAWING NOTES: 1. EROSION CONTROL SHALL BE MAINTAINED FOR THE DURATION FOR THE PROJECT. EROSION CONTROL SHALL BE MAINTAINED FOR THE DURATION FOR THE PROJECT. 2. ALL CONSTRUCTION OUTSIDE OF PROPERTY LINES IS SHOWN IN DETAIL ON PERMIT ALL CONSTRUCTION OUTSIDE OF PROPERTY LINES IS SHOWN IN DETAIL ON PERMIT DRAWINGS. (SEE GENERAL NOTES.). 3. SEE SYMBOL LEGEND ON THIS SHEET FOR SYMBOL INFORMATION AND REFERENCED DETAILS. SEE SYMBOL LEGEND ON THIS SHEET FOR SYMBOL INFORMATION AND REFERENCED DETAILS. 4. SEE SECTIONS IN CONSTRUCTION DETAILS. SEE SECTIONS IN CONSTRUCTION DETAILS. 5. SILT FENCE TO BE INSTALLED AT PERIMETER OF SITE DURING CONSTRUCTION. EROSION SILT FENCE TO BE INSTALLED AT PERIMETER OF SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES WILL BE UTILIZED THROUGHOUT THE CONSTRUCTION PHASE OF THIS PROJECT TO RESTRICT ANY TURBID RUNOFF FROM LEAVING THE CONSTRUCTION SITE. 6. CONTROL OF SEDIMENT-LADEN RUNOFF SHALL BE PROVIDED WITH HAY BALES AND/OR CONTROL OF SEDIMENT-LADEN RUNOFF SHALL BE PROVIDED WITH HAY BALES AND/OR GEOTECH STYLE FABRICS. ALL CONTROL MEASURES SHALL BE PROPERLY LOCATED AND CONSTRUCTED TO PREVENT SEDIMENT TRANSPORT. THE MEANS FOR RETAINING THE SEDIMENTS WILL BE MAINTAINED BY THE CONTRACTOR UNTIL PERMANENT IMPROVEMENTS ARE COMPLETE. 7. THE CONTRACTOR IS RESPONSIBLE FOR TREATING ALL ONSITE STORMWATER DRAINAGE AS THE CONTRACTOR IS RESPONSIBLE FOR TREATING ALL ONSITE STORMWATER DRAINAGE AS REQUIRED TO MEET THE CRITERIA OF 62-3 FLORIDA ADMINISTRATIVE CODE, F.A.C. PRIOR TO DISCHARGE. 8. ALL CATCH BASINS, INLETS AND ACCESSES TO UNDERGROUND STORMWATER SYSTEMS SHALL ALL CATCH BASINS, INLETS AND ACCESSES TO UNDERGROUND STORMWATER SYSTEMS SHALL BE PROTECTED IN ACCORDANCE WITH THE ATTACHED DETAILS. 9. THE DEVELOPER AND/OR CONTRACTOR IS RESPONSIBLE FOR FOLLOWING REQUIRED WASTE THE DEVELOPER AND/OR CONTRACTOR IS RESPONSIBLE FOR FOLLOWING REQUIRED WASTE MANAGEMENT PRACTICES AS DEFINED BY THE GOVERNING ENTITY 10. THE DEVELOPER AND/OR CONTRACTOR IS RESPONSIBLE FOR OBTAINING COVERAGE UNDER THE DEVELOPER AND/OR CONTRACTOR IS RESPONSIBLE FOR OBTAINING COVERAGE UNDER THE FDEP GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES PRIOR TO START OF CONSTRUCTION OR ANY DISTURBANCE OF LAND GREATER THAN 1 ACRE. THE DEVELOPER/CONTRACTOR WILL FORWARD A COPY OF THE PERMIT AND WILL PROVIDE 48 HOUR NOTIFICATION TO THE APPROPRIATE AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. ALL REQUIRED ELEMENTS OF THE SWPP MUST BE IN PLACE PRIOR TO COMMENCEMENT OF CONSTRUCTION. FAILURE TO COMPLY COULD RESULT IN CODE ENFORCEMENT ACTION AND FINES. 11. QUALIFIED PERSONNEL SHALL INSPECT THE FOLLOWING ITEMS AT LEAST ONCE EVERY SEVEN QUALIFIED PERSONNEL SHALL INSPECT THE FOLLOWING ITEMS AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS AND/OR WITHIN 24 HOURS OF THE END OF A STORM EVENT (RAINFALL) THAT IS A 1/2 INCH OR GREATER: A. POINTS OF DISCHARGE TO WATERS OF THE UNITED STATES. POINTS OF DISCHARGE TO WATERS OF THE UNITED STATES. B. DISTURBED AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED. DISTURBED AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED. C. AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION. AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION. D. LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE. LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE. 14. THE CONTRACTOR SHALL INITIATE REPAIRS WITHIN 24 HOURS OF INSPECTION THAT INDICATE THE CONTRACTOR SHALL INITIATE REPAIRS WITHIN 24 HOURS OF INSPECTION THAT INDICATE ITEMS ARE NOT IN GOOD WORKING ORDER. TO COMPLY, THE CONTRACTOR SHALL INSTALL AND MAINTAIN RAIN GAGES AND DAILY RAINFALL RECORDS. WHERE SITES HAVE BEEN PERMANENTLY STABILIZED, INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH. THE CONTRACTOR SHALL ALSO INSPECT AND CERTIFY THAT CONTROLS INSTALLED IN THE FIELD AGREE WITH THE LATEST STORMWATER POLLUTION PREVENTION PLAN. 15. IF INSPECTIONS INDICATE THAT THE INSTALLED STABILIZATION AND STRUCTURAL PRACTICES IF INSPECTIONS INDICATE THAT THE INSTALLED STABILIZATION AND STRUCTURAL PRACTICES ARE NOT SUFFICIENT TO MINIMIZE EROSION, RETAIN SEDIMENT, AND PREVENT DISCHARGING POLLUTANTS, THE CONTRACTOR SHALL PROVIDE ADDITIONAL MEASURES, WHERE SITES HAVE BEEN PERMANENTLY STABILIZED, INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH. AS NEEDED. 16. RECORDS OF THE INSPECTIONS AND THE CONSTRUCTION PERMIT MUST BE MAINTAINED AT RECORDS OF THE INSPECTIONS AND THE CONSTRUCTION PERMIT MUST BE MAINTAINED AT THE CONSTRUCTION SITE AND BE READILY AVAILABLE FOR INSPECTION. 17. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF ANY EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, DEMOLITION OR OTHER DISTURBANCE TO THE SUBJECT SITE. CONSTRUCTION SEQUENCE AND BMP'S NWFWMD THE INITIAL PART OF THE CONSTRUCTION PROCESS SHALL BE THE INSTALLATION OF SILT FENCE AROUND THE PERIMETER OF THE AREA THAT IS TO BE DISTURBED TO ENSURE NO TURBID RUNOFF LEAVES THE CONSTRUCTION SITE. THE SILT FENCE SHALL BE INSTALLED PER THE CONSTRUCTION DETAILS. IF THERE IS A POSSIBILITY OF RUNOFF TO A WATER BODY, TURBIDITY CURTAIN SHALL BE INSTALLED PER THE CONSTRUCTION DETAILS. 18. TYPICALLY, THE SANITARY SEWER, STORM SEWER, AND WATER MAINS ARE INSTALLED TYPICALLY, THE SANITARY SEWER, STORM SEWER, AND WATER MAINS ARE INSTALLED RESPECTIVELY. UPON INSTALLATION OF THE STORM SEWER, HAY BALES AND FILTER FABRICS SHALL BE USED AT ALL INLET OPENINGS PER THE CONSTRUCTION DETAILS TO THE KEEP THE SYSTEM FREE OF SEDIMENTS DURING THE CONSTRUCTION PHASE. DEPENDING ON SITE CONDITIONS AND SIZE, SEDIMENT TRAPS SHALL BE UTILIZED TO PREVENT TURBID RUNOFF FROM LEAVING THE SITE (SEE EROSION CONTROL PLAN). 19. SITE STABILIZATION SHALL BE PROVIDED AS SOON AS THE GRADING WILL ALLOW IN ORDER SITE STABILIZATION SHALL BE PROVIDED AS SOON AS THE GRADING WILL ALLOW IN ORDER TO STOP EROSION AND REDUCE TURBID RUNOFF. SEEDING, SODDING, OR HYDROSEEDING SHALL BE USED WHEN FINAL GRADES ARE ESTABLISHED. 20. EROSION CONTROL MEASURES SHALL BE UTILIZED THROUGHOUT THE CONSTRUCTION PHASE EROSION CONTROL MEASURES SHALL BE UTILIZED THROUGHOUT THE CONSTRUCTION PHASE OF THIS PROJECT AND BE MANAGED IN ACCORDANCE THE THE STATE NPDES PROGRAM.

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SILT

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(SILT FENCE - SEE CONSTRUCTION DETAILS)

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(STORMWATER SURFACE FLOW)

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SYMBOL LEGEND

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DATE

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COMPANY NAME, ADDRESS AND PHONE NUMBER

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TITLE

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NAME

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THEREUNDER."

AutoCAD SHX Text AND SMALL CONSTRUCTION ACTIVITIES AND THS STORMWATER POLLUTION PREVENTION PLAN PREPARED

AutoCAD SHX Text CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE

AutoCAD SHX Text " I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND, AND SHALL COMPLY WITH THE TERMS AND

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CONTRACTORS / SUBCONTRACTORS CERTIFICATION STATEMENT

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NEIL

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CARROLL

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AutoCAD SHX Text McNEIL CARROLL ENGINEERING, INC. ALL RIGHTS RESERVED. NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR UTILIZED IN ANY FORM WITHOUT PRIOR WRITTEN AUTHORIZATION OF McNEIL CARROLL ENGINEERING, INC.

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SHEET NUMBER

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BY

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REVISIONS

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CF/D:

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NO.

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RELEASED FOR CONSTRUCTION

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DESIGNED BY:

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DRAWN BY:

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REVIEWED BY:

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ISSUE DATE:

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DATE

AutoCAD SHX Text 475 Harrison Avenue, Suite 200

AutoCAD SHX Text Panama City, Florida 32401

AutoCAD SHX Text 850-763-5730

AutoCAD SHX Text Professional Engineering Consultants

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STATE OF FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER: 7288

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CARROLL

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ENGINEERING, INC.

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NEIL

AutoCAD SHX Text Robert L. Carroll, P.E.

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PROFESSIONAL ENGINEER

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FL LC # 57988

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DATE:

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BY:

AutoCAD SHX Text Sean D. McNeil, P.E.

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PROFESSIONAL ENGINEER

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FL LC # 49303

AutoCAD SHX Text Y:\PC-PROJECTS\1375.02 - RESTORE ROADS - GATR SITE\DRAWINGS\1375.02E01.DWG 3/23/2021 8:05 AM

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1375.02 - RESTORE MAINTENANCE ROADS AT GATR SITE

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SHOWN

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JFP

AutoCAD SHX Text 1375.02E01

AutoCAD SHX Text 3/23/2021

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SDM

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JFP

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2B

SITE EROSION CONTROL PLAN

PERMIT PURPOSES ONLY

O F

NOT

XLWU 20-8176

TYNDALL AIR FORCE BASE, FLORDIA

RESTORE MAINTENANCE ROADS AT GATR SITE

AutoCAD SHX Text SITE EROSION CONTROL DRAWING NOTES: 1. EROSION CONTROL SHALL BE MAINTAINED FOR THE DURATION FOR THE PROJECT. EROSION CONTROL SHALL BE MAINTAINED FOR THE DURATION FOR THE PROJECT. 2. ALL CONSTRUCTION OUTSIDE OF PROPERTY LINES IS SHOWN IN DETAIL ON PERMIT ALL CONSTRUCTION OUTSIDE OF PROPERTY LINES IS SHOWN IN DETAIL ON PERMIT DRAWINGS. (SEE GENERAL NOTES.). 3. SEE SYMBOL LEGEND ON THIS SHEET FOR SYMBOL INFORMATION AND REFERENCED DETAILS. SEE SYMBOL LEGEND ON THIS SHEET FOR SYMBOL INFORMATION AND REFERENCED DETAILS. 4. SEE SECTIONS IN CONSTRUCTION DETAILS. SEE SECTIONS IN CONSTRUCTION DETAILS. 5. SILT FENCE TO BE INSTALLED AT PERIMETER OF SITE DURING CONSTRUCTION. EROSION SILT FENCE TO BE INSTALLED AT PERIMETER OF SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES WILL BE UTILIZED THROUGHOUT THE CONSTRUCTION PHASE OF THIS PROJECT TO RESTRICT ANY TURBID RUNOFF FROM LEAVING THE CONSTRUCTION SITE. 6. CONTROL OF SEDIMENT-LADEN RUNOFF SHALL BE PROVIDED WITH HAY BALES AND/OR CONTROL OF SEDIMENT-LADEN RUNOFF SHALL BE PROVIDED WITH HAY BALES AND/OR GEOTECH STYLE FABRICS. ALL CONTROL MEASURES SHALL BE PROPERLY LOCATED AND CONSTRUCTED TO PREVENT SEDIMENT TRANSPORT. THE MEANS FOR RETAINING THE SEDIMENTS WILL BE MAINTAINED BY THE CONTRACTOR UNTIL PERMANENT IMPROVEMENTS ARE COMPLETE. 7. THE CONTRACTOR IS RESPONSIBLE FOR TREATING ALL ONSITE STORMWATER DRAINAGE AS THE CONTRACTOR IS RESPONSIBLE FOR TREATING ALL ONSITE STORMWATER DRAINAGE AS REQUIRED TO MEET THE CRITERIA OF 62-3 FLORIDA ADMINISTRATIVE CODE, F.A.C. PRIOR TO DISCHARGE. 8. ALL CATCH BASINS, INLETS AND ACCESSES TO UNDERGROUND STORMWATER SYSTEMS SHALL ALL CATCH BASINS, INLETS AND ACCESSES TO UNDERGROUND STORMWATER SYSTEMS SHALL BE PROTECTED IN ACCORDANCE WITH THE ATTACHED DETAILS. 9. THE DEVELOPER AND/OR CONTRACTOR IS RESPONSIBLE FOR FOLLOWING REQUIRED WASTE THE DEVELOPER AND/OR CONTRACTOR IS RESPONSIBLE FOR FOLLOWING REQUIRED WASTE MANAGEMENT PRACTICES AS DEFINED BY THE GOVERNING ENTITY 10. THE DEVELOPER AND/OR CONTRACTOR IS RESPONSIBLE FOR OBTAINING COVERAGE UNDER THE DEVELOPER AND/OR CONTRACTOR IS RESPONSIBLE FOR OBTAINING COVERAGE UNDER THE FDEP GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES PRIOR TO START OF CONSTRUCTION OR ANY DISTURBANCE OF LAND GREATER THAN 1 ACRE. THE DEVELOPER/CONTRACTOR WILL FORWARD A COPY OF THE PERMIT AND WILL PROVIDE 48 HOUR NOTIFICATION TO THE APPROPRIATE AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. ALL REQUIRED ELEMENTS OF THE SWPP MUST BE IN PLACE PRIOR TO COMMENCEMENT OF CONSTRUCTION. FAILURE TO COMPLY COULD RESULT IN CODE ENFORCEMENT ACTION AND FINES. 11. QUALIFIED PERSONNEL SHALL INSPECT THE FOLLOWING ITEMS AT LEAST ONCE EVERY SEVEN QUALIFIED PERSONNEL SHALL INSPECT THE FOLLOWING ITEMS AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS AND/OR WITHIN 24 HOURS OF THE END OF A STORM EVENT (RAINFALL) THAT IS A 1/2 INCH OR GREATER: A. POINTS OF DISCHARGE TO WATERS OF THE UNITED STATES. POINTS OF DISCHARGE TO WATERS OF THE UNITED STATES. B. DISTURBED AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED. DISTURBED AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED. C. AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION. AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION. D. LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE. LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE. 14. THE CONTRACTOR SHALL INITIATE REPAIRS WITHIN 24 HOURS OF INSPECTION THAT INDICATE THE CONTRACTOR SHALL INITIATE REPAIRS WITHIN 24 HOURS OF INSPECTION THAT INDICATE ITEMS ARE NOT IN GOOD WORKING ORDER. TO COMPLY, THE CONTRACTOR SHALL INSTALL AND MAINTAIN RAIN GAGES AND DAILY RAINFALL RECORDS. WHERE SITES HAVE BEEN PERMANENTLY STABILIZED, INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH. THE CONTRACTOR SHALL ALSO INSPECT AND CERTIFY THAT CONTROLS INSTALLED IN THE FIELD AGREE WITH THE LATEST STORMWATER POLLUTION PREVENTION PLAN. 15. IF INSPECTIONS INDICATE THAT THE INSTALLED STABILIZATION AND STRUCTURAL PRACTICES IF INSPECTIONS INDICATE THAT THE INSTALLED STABILIZATION AND STRUCTURAL PRACTICES ARE NOT SUFFICIENT TO MINIMIZE EROSION, RETAIN SEDIMENT, AND PREVENT DISCHARGING POLLUTANTS, THE CONTRACTOR SHALL PROVIDE ADDITIONAL MEASURES, WHERE SITES HAVE BEEN PERMANENTLY STABILIZED, INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH. AS NEEDED. 16. RECORDS OF THE INSPECTIONS AND THE CONSTRUCTION PERMIT MUST BE MAINTAINED AT RECORDS OF THE INSPECTIONS AND THE CONSTRUCTION PERMIT MUST BE MAINTAINED AT THE CONSTRUCTION SITE AND BE READILY AVAILABLE FOR INSPECTION. 17. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF ANY EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, DEMOLITION OR OTHER DISTURBANCE TO THE SUBJECT SITE. CONSTRUCTION SEQUENCE AND BMP'S NWFWMD THE INITIAL PART OF THE CONSTRUCTION PROCESS SHALL BE THE INSTALLATION OF SILT FENCE AROUND THE PERIMETER OF THE AREA THAT IS TO BE DISTURBED TO ENSURE NO TURBID RUNOFF LEAVES THE CONSTRUCTION SITE. THE SILT FENCE SHALL BE INSTALLED PER THE CONSTRUCTION DETAILS. IF THERE IS A POSSIBILITY OF RUNOFF TO A WATER BODY, TURBIDITY CURTAIN SHALL BE INSTALLED PER THE CONSTRUCTION DETAILS. 18. TYPICALLY, THE SANITARY SEWER, STORM SEWER, AND WATER MAINS ARE INSTALLED TYPICALLY, THE SANITARY SEWER, STORM SEWER, AND WATER MAINS ARE INSTALLED RESPECTIVELY. UPON INSTALLATION OF THE STORM SEWER, HAY BALES AND FILTER FABRICS SHALL BE USED AT ALL INLET OPENINGS PER THE CONSTRUCTION DETAILS TO THE KEEP THE SYSTEM FREE OF SEDIMENTS DURING THE CONSTRUCTION PHASE. DEPENDING ON SITE CONDITIONS AND SIZE, SEDIMENT TRAPS SHALL BE UTILIZED TO PREVENT TURBID RUNOFF FROM LEAVING THE SITE (SEE EROSION CONTROL PLAN). 19. SITE STABILIZATION SHALL BE PROVIDED AS SOON AS THE GRADING WILL ALLOW IN ORDER SITE STABILIZATION SHALL BE PROVIDED AS SOON AS THE GRADING WILL ALLOW IN ORDER TO STOP EROSION AND REDUCE TURBID RUNOFF. SEEDING, SODDING, OR HYDROSEEDING SHALL BE USED WHEN FINAL GRADES ARE ESTABLISHED. 20. EROSION CONTROL MEASURES SHALL BE UTILIZED THROUGHOUT THE CONSTRUCTION PHASE EROSION CONTROL MEASURES SHALL BE UTILIZED THROUGHOUT THE CONSTRUCTION PHASE OF THIS PROJECT AND BE MANAGED IN ACCORDANCE THE THE STATE NPDES PROGRAM.

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ELECTRIC BOX

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ABANDONED

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LIGHT POLE

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30" RCP

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INV. EL. = 18.47

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GRAVEL

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PORTABLE

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BUILDING

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PORTABLE

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BUILDING

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OVERHANG

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OF BUILDING

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ANTENNA

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FOOTER

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ANTENNA

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FOOTER

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TWO TRAIL ROAD

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SANITARY

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SEWER

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MANHOLE

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ASPHALT PARKING

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CURB

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EDGE OF PAVEMENT

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TRAILER

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TONGUE

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TRAILER

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TONGUE

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SIGN

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DITCH

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SITE BENCHMARK #1 SET NAIL & DISK LB NO. 2372 ELEVATION = 24.11

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SAND BAG HEADWALL INV. EL. = 19.23

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CONEX BOX

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SWALE

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SILT

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SILT

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SWALE

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PROPOSED TOWER-1

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PROPOSED TOWER-2

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PROPOSED TOWER-4

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PROPOSED TOWER-5

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PROPOSED TOWER-6

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SWALE

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SILT

AutoCAD SHX Text SITE EROSION CONTROL DRAWING NOTES: 1. EROSION CONTROL SHALL BE MAINTAINED FOR THE DURATION FOR THE PROJECT. EROSION CONTROL SHALL BE MAINTAINED FOR THE DURATION FOR THE PROJECT. 2. ALL CONSTRUCTION OUTSIDE OF PROPERTY LINES IS SHOWN IN DETAIL ON PERMIT ALL CONSTRUCTION OUTSIDE OF PROPERTY LINES IS SHOWN IN DETAIL ON PERMIT DRAWINGS. (SEE GENERAL NOTES.). 3. SEE SYMBOL LEGEND ON THIS SHEET FOR SYMBOL INFORMATION AND REFERENCED DETAILS. SEE SYMBOL LEGEND ON THIS SHEET FOR SYMBOL INFORMATION AND REFERENCED DETAILS. 4. SEE SECTIONS IN CONSTRUCTION DETAILS. SEE SECTIONS IN CONSTRUCTION DETAILS. 5. SILT FENCE TO BE INSTALLED AT PERIMETER OF SITE DURING CONSTRUCTION. EROSION SILT FENCE TO BE INSTALLED AT PERIMETER OF SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES WILL BE UTILIZED THROUGHOUT THE CONSTRUCTION PHASE OF THIS PROJECT TO RESTRICT ANY TURBID RUNOFF FROM LEAVING THE CONSTRUCTION SITE. 6. CONTROL OF SEDIMENT-LADEN RUNOFF SHALL BE PROVIDED WITH HAY BALES AND/OR CONTROL OF SEDIMENT-LADEN RUNOFF SHALL BE PROVIDED WITH HAY BALES AND/OR GEOTECH STYLE FABRICS. ALL CONTROL MEASURES SHALL BE PROPERLY LOCATED AND CONSTRUCTED TO PREVENT SEDIMENT TRANSPORT. THE MEANS FOR RETAINING THE SEDIMENTS WILL BE MAINTAINED BY THE CONTRACTOR UNTIL PERMANENT IMPROVEMENTS ARE COMPLETE. 7. THE CONTRACTOR IS RESPONSIBLE FOR TREATING ALL ONSITE STORMWATER DRAINAGE AS THE CONTRACTOR IS RESPONSIBLE FOR TREATING ALL ONSITE STORMWATER DRAINAGE AS REQUIRED TO MEET THE CRITERIA OF 62-3 FLORIDA ADMINISTRATIVE CODE, F.A.C. PRIOR TO DISCHARGE. 8. ALL CATCH BASINS, INLETS AND ACCESSES TO UNDERGROUND STORMWATER SYSTEMS SHALL ALL CATCH BASINS, INLETS AND ACCESSES TO UNDERGROUND STORMWATER SYSTEMS SHALL BE PROTECTED IN ACCORDANCE WITH THE ATTACHED DETAILS. 9. THE DEVELOPER AND/OR CONTRACTOR IS RESPONSIBLE FOR FOLLOWING REQUIRED WASTE THE DEVELOPER AND/OR CONTRACTOR IS RESPONSIBLE FOR FOLLOWING REQUIRED WASTE MANAGEMENT PRACTICES AS DEFINED BY THE GOVERNING ENTITY 10. THE DEVELOPER AND/OR CONTRACTOR IS RESPONSIBLE FOR OBTAINING COVERAGE UNDER THE DEVELOPER AND/OR CONTRACTOR IS RESPONSIBLE FOR OBTAINING COVERAGE UNDER THE FDEP GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES PRIOR TO START OF CONSTRUCTION OR ANY DISTURBANCE OF LAND GREATER THAN 1 ACRE. THE DEVELOPER/CONTRACTOR WILL FORWARD A COPY OF THE PERMIT AND WILL PROVIDE 48 HOUR NOTIFICATION TO THE APPROPRIATE AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. ALL REQUIRED ELEMENTS OF THE SWPP MUST BE IN PLACE PRIOR TO COMMENCEMENT OF CONSTRUCTION. FAILURE TO COMPLY COULD RESULT IN CODE ENFORCEMENT ACTION AND FINES. 11. QUALIFIED PERSONNEL SHALL INSPECT THE FOLLOWING ITEMS AT LEAST ONCE EVERY SEVEN QUALIFIED PERSONNEL SHALL INSPECT THE FOLLOWING ITEMS AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS AND/OR WITHIN 24 HOURS OF THE END OF A STORM EVENT (RAINFALL) THAT IS A 1/2 INCH OR GREATER: A. POINTS OF DISCHARGE TO WATERS OF THE UNITED STATES. POINTS OF DISCHARGE TO WATERS OF THE UNITED STATES. B. DISTURBED AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED. DISTURBED AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED. C. AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION. AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION. D. LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE. LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE. 14. THE CONTRACTOR SHALL INITIATE REPAIRS WITHIN 24 HOURS OF INSPECTION THAT INDICATE THE CONTRACTOR SHALL INITIATE REPAIRS WITHIN 24 HOURS OF INSPECTION THAT INDICATE ITEMS ARE NOT IN GOOD WORKING ORDER. TO COMPLY, THE CONTRACTOR SHALL INSTALL AND MAINTAIN RAIN GAGES AND DAILY RAINFALL RECORDS. WHERE SITES HAVE BEEN PERMANENTLY STABILIZED, INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH. THE CONTRACTOR SHALL ALSO INSPECT AND CERTIFY THAT CONTROLS INSTALLED IN THE FIELD AGREE WITH THE LATEST STORMWATER POLLUTION PREVENTION PLAN. 15. IF INSPECTIONS INDICATE THAT THE INSTALLED STABILIZATION AND STRUCTURAL PRACTICES IF INSPECTIONS INDICATE THAT THE INSTALLED STABILIZATION AND STRUCTURAL PRACTICES ARE NOT SUFFICIENT TO MINIMIZE EROSION, RETAIN SEDIMENT, AND PREVENT DISCHARGING POLLUTANTS, THE CONTRACTOR SHALL PROVIDE ADDITIONAL MEASURES, WHERE SITES HAVE BEEN PERMANENTLY STABILIZED, INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH. AS NEEDED. 16. RECORDS OF THE INSPECTIONS AND THE CONSTRUCTION PERMIT MUST BE MAINTAINED AT RECORDS OF THE INSPECTIONS AND THE CONSTRUCTION PERMIT MUST BE MAINTAINED AT THE CONSTRUCTION SITE AND BE READILY AVAILABLE FOR INSPECTION. 17. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF ANY EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, DEMOLITION OR OTHER DISTURBANCE TO THE SUBJECT SITE. CONSTRUCTION SEQUENCE AND BMP'S NWFWMD THE INITIAL PART OF THE CONSTRUCTION PROCESS SHALL BE THE INSTALLATION OF SILT FENCE AROUND THE PERIMETER OF THE AREA THAT IS TO BE DISTURBED TO ENSURE NO TURBID RUNOFF LEAVES THE CONSTRUCTION SITE. THE SILT FENCE SHALL BE INSTALLED PER THE CONSTRUCTION DETAILS. IF THERE IS A POSSIBILITY OF RUNOFF TO A WATER BODY, TURBIDITY CURTAIN SHALL BE INSTALLED PER THE CONSTRUCTION DETAILS. 18. TYPICALLY, THE SANITARY SEWER, STORM SEWER, AND WATER MAINS ARE INSTALLED TYPICALLY, THE SANITARY SEWER, STORM SEWER, AND WATER MAINS ARE INSTALLED RESPECTIVELY. UPON INSTALLATION OF THE STORM SEWER, HAY BALES AND FILTER FABRICS SHALL BE USED AT ALL INLET OPENINGS PER THE CONSTRUCTION DETAILS TO THE KEEP THE SYSTEM FREE OF SEDIMENTS DURING THE CONSTRUCTION PHASE. DEPENDING ON SITE CONDITIONS AND SIZE, SEDIMENT TRAPS SHALL BE UTILIZED TO PREVENT TURBID RUNOFF FROM LEAVING THE SITE (SEE EROSION CONTROL PLAN). 19. SITE STABILIZATION SHALL BE PROVIDED AS SOON AS THE GRADING WILL ALLOW IN ORDER SITE STABILIZATION SHALL BE PROVIDED AS SOON AS THE GRADING WILL ALLOW IN ORDER TO STOP EROSION AND REDUCE TURBID RUNOFF. SEEDING, SODDING, OR HYDROSEEDING SHALL BE USED WHEN FINAL GRADES ARE ESTABLISHED. 20. EROSION CONTROL MEASURES SHALL BE UTILIZED THROUGHOUT THE CONSTRUCTION PHASE EROSION CONTROL MEASURES SHALL BE UTILIZED THROUGHOUT THE CONSTRUCTION PHASE OF THIS PROJECT AND BE MANAGED IN ACCORDANCE THE THE STATE NPDES PROGRAM.

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SILT

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(SILT FENCE - SEE CONSTRUCTION DETAILS)

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(STORMWATER SURFACE FLOW)

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SYMBOL LEGEND

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DATE

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COMPANY NAME, ADDRESS AND PHONE NUMBER

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TITLE

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NAME

AutoCAD SHX Text

THEREUNDER."

AutoCAD SHX Text AND SMALL CONSTRUCTION ACTIVITIES AND THS STORMWATER POLLUTION PREVENTION PLAN PREPARED

AutoCAD SHX Text CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE

AutoCAD SHX Text " I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND, AND SHALL COMPLY WITH THE TERMS AND

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CONTRACTORS / SUBCONTRACTORS CERTIFICATION STATEMENT

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SCALE

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NEIL

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CARROLL

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AutoCAD SHX Text 1" = 40'

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AutoCAD SHX Text McNEIL CARROLL ENGINEERING, INC. ALL RIGHTS RESERVED. NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR UTILIZED IN ANY FORM WITHOUT PRIOR WRITTEN AUTHORIZATION OF McNEIL CARROLL ENGINEERING, INC.

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SHEET NUMBER

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BY

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REVISIONS

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SCALE:

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CF/D:

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NO.

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RELEASED FOR CONSTRUCTION

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DESIGNED BY:

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DRAWN BY:

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

ISSUE DATE:

AutoCAD SHX Text

DATE

AutoCAD SHX Text 475 Harrison Avenue, Suite 200

AutoCAD SHX Text Panama City, Florida 32401

AutoCAD SHX Text 850-763-5730

AutoCAD SHX Text Professional Engineering Consultants

AutoCAD SHX Text

STATE OF FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER: 7288

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CARROLL

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ENGINEERING, INC.

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AutoCAD SHX Text M

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NEIL

AutoCAD SHX Text Robert L. Carroll, P.E.

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PROFESSIONAL ENGINEER

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FL LC # 57988

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DATE:

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BY:

AutoCAD SHX Text Sean D. McNeil, P.E.

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PROFESSIONAL ENGINEER

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FL LC # 49303

AutoCAD SHX Text Y:\PC-PROJECTS\1375.02 - RESTORE ROADS - GATR SITE\DRAWINGS\1375.02E01.DWG 1/14/2021 11:11 AM

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1375.02 - RESTORE MAINTENANCE ROADS AT GATR SITE

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SHOWN

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JFP

AutoCAD SHX Text 1375.02E01

AutoCAD SHX Text 1/14/2021

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SDM

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JFP

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C H

E R

Y A

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STO

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STOP

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SITE LAYOUT PLAN

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XLWU 20-8176

TYNDALL AIR FORCE BASE, FLORDIA

RESTORE MAINTENANCE ROADS AT GATR SITE

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MONITORING WELL

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SURROUNDED BY

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FOUR (4) BOLLARDS

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VAULT

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VAULT

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VAULT

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CONCRETE

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LIMITS OF

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TOWER

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CHAIN LINK FENCE

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GATE

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TWO TRAIL ROAD

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GRAVEL ROAD

AutoCAD SHX Text 12.4' x 25.5'

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PORTABLE

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BUILDING

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EDGE OF PAVEMENT

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GRAVEL ROAD

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AutoCAD SHX Text SITE LAYOUT DRAWING NOTES: 1. CONTRACTOR SHALL PROVIDE McNEIL CARROLL ENGINEERING, INC. FIVE (5) SETS OF CONTRACTOR SHALL PROVIDE McNEIL CARROLL ENGINEERING, INC. FIVE (5) SETS OF AS-BUILT DRAWINGS AND ONE (1) DIGITAL COPY (AUTOCAD FORMAT) OF THE COMPLETED PROJECT. DRAWINGS SHALL BE PREPARED AND SIGNED & SEALED BY A FLORIDA REGISTERED SURVEYOR. 2. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION AND SODDED PER ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION AND SODDED PER FDOT INDEX 105. 3. A COPY OF ALL REGULATORY PERMITS SHALL BE KEPT ON SITE.A COPY OF ALL REGULATORY PERMITS SHALL BE KEPT ON SITE.

AutoCAD SHX Text N|1

AutoCAD SHX Text (SEE NOTE ie., #1 - SEE NOTES ON THIS SHEET)

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(DENOTES NEW "STOP" SIGN)

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SYMBOL LEGEND

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SCALE

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NEIL

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CARROLL

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AutoCAD SHX Text McNEIL CARROLL ENGINEERING, INC. ALL RIGHTS RESERVED. NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR UTILIZED IN ANY FORM WITHOUT PRIOR WRITTEN AUTHORIZATION OF McNEIL CARROLL ENGINEERING, INC.

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SHEET NUMBER

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BY

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REVISIONS

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SCALE:

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CF/D:

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NO.

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RELEASED FOR CONSTRUCTION

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DESIGNED BY:

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DRAWN BY:

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REVIEWED BY:

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ISSUE DATE:

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DATE

AutoCAD SHX Text 475 Harrison Avenue, Suite 200

AutoCAD SHX Text Panama City, Florida 32401

AutoCAD SHX Text 850-763-5730

AutoCAD SHX Text Professional Engineering Consultants

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STATE OF FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER: 7288

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CARROLL

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ENGINEERING, INC.

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NEIL

AutoCAD SHX Text Robert L. Carroll, P.E.

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PROFESSIONAL ENGINEER

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FL LC # 57988

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DATE:

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BY:

AutoCAD SHX Text Sean D. McNeil, P.E.

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PROFESSIONAL ENGINEER

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FL LC # 49303

AutoCAD SHX Text Y:\PC-PROJECTS\1375.02 - RESTORE ROADS - GATR SITE\DRAWINGS\1375.02E01.DWG 3/23/2021 8:49 AM

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1375.02 - RESTORE MAINTENANCE ROADS AT GATR SITE

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SHOWN

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JFP

AutoCAD SHX Text 1375.02E01

AutoCAD SHX Text 3/23/2021

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SDM

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JFP

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D

D

D

D

STO

P

STO

P

STO

P

D

D

STO

P

D

D

D

D

D

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3B

SITE LAYOUT PLAN

PERMIT PURPOSES ONLY

O F

NOT

XLWU 20-8176

TYNDALL AIR FORCE BASE, FLORDIA

RESTORE MAINTENANCE ROADS AT GATR SITE

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ELECTRIC BOX

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ABANDONED

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LIGHT POLE

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TWO TRAIL ROAD

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30" RCP

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INV. EL. = 18.47

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LIMITS OF

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TOWER

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GRAVEL

AutoCAD SHX Text 25.4' x 12.5'

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PORTABLE

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BUILDING

AutoCAD SHX Text 66.8' x 40.3'

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PORTABLE

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BUILDING

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OVERHANG

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OF BUILDING

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ANTENNA

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FOOTER

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ANTENNA

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FOOTER

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TWO TRAIL ROAD

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SANITARY

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SEWER

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MANHOLE

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ASPHALT PARKING

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CURB

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EDGE OF PAVEMENT

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TRAILER

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TONGUE

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TRAILER

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TONGUE

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SIGN

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DITCH

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SITE BENCHMARK #1 SET NAIL & DISK LB NO. 2372 ELEVATION = 24.11

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SAND BAG HEADWALL INV. EL. = 19.23

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CONEX BOX

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SWALE

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SWALE

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PROPOSED TOWER-1

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PROPOSED TOWER-2

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PROPOSED TOWER-3

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PROPOSED TOWER-4

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PROPOSED TOWER-5

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PROPOSED TOWER-6

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SWALE

AutoCAD SHX Text SITE LAYOUT DRAWING NOTES: 1. CONTRACTOR SHALL PROVIDE McNEIL CARROLL ENGINEERING, INC. FIVE (5) SETS OF CONTRACTOR SHALL PROVIDE McNEIL CARROLL ENGINEERING, INC. FIVE (5) SETS OF AS-BUILT DRAWINGS AND ONE (1) DIGITAL COPY (AUTOCAD FORMAT) OF THE COMPLETED PROJECT. DRAWINGS SHALL BE PREPARED AND SIGNED & SEALED BY A FLORIDA REGISTERED SURVEYOR. 2. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION AND SODDED PER ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION AND SODDED PER FDOT INDEX 105. 3. A COPY OF ALL REGULATORY PERMITS SHALL BE KEPT ON SITE.A COPY OF ALL REGULATORY PERMITS SHALL BE KEPT ON SITE.

AutoCAD SHX Text N|1

AutoCAD SHX Text (SEE NOTE ie., #1 - SEE NOTES ON THIS SHEET)

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(DENOTES NEW "STOP" SIGN)

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SYMBOL LEGEND

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SCALE

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NEIL

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CARROLL

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AutoCAD SHX Text C

AutoCAD SHX Text 1" = 40'

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AutoCAD SHX Text McNEIL CARROLL ENGINEERING, INC. ALL RIGHTS RESERVED. NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR UTILIZED IN ANY FORM WITHOUT PRIOR WRITTEN AUTHORIZATION OF McNEIL CARROLL ENGINEERING, INC.

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SHEET NUMBER

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BY

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REVISIONS

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SCALE:

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CF/D:

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NO.

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RELEASED FOR CONSTRUCTION

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DESIGNED BY:

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DRAWN BY:

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REVIEWED BY:

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ISSUE DATE:

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DATE

AutoCAD SHX Text 475 Harrison Avenue, Suite 200

AutoCAD SHX Text Panama City, Florida 32401

AutoCAD SHX Text 850-763-5730

AutoCAD SHX Text Professional Engineering Consultants

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STATE OF FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER: 7288

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CARROLL

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ENGINEERING, INC.

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AutoCAD SHX Text M

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NEIL

AutoCAD SHX Text Robert L. Carroll, P.E.

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PROFESSIONAL ENGINEER

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FL LC # 57988

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DATE:

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BY:

AutoCAD SHX Text Sean D. McNeil, P.E.

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PROFESSIONAL ENGINEER

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FL LC # 49303

AutoCAD SHX Text Y:\PC-PROJECTS\1375.02 - RESTORE ROADS - GATR SITE\DRAWINGS\1375.02E01.DWG 1/14/2021 11:11 AM

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1375.02 - RESTORE MAINTENANCE ROADS AT GATR SITE

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SHOWN

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JFP

AutoCAD SHX Text 1375.02E01

AutoCAD SHX Text 1/14/2021

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SDM

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JFP

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A R

C H

E R

Y A

V E

N U

E

TYPICAL SECTION A

TYPICAL SECTION B

4A

SITE GRADING AND DRAINAGE PLAN

PERMIT PURPOSES ONLY

O F

NOT

XLWU 20-8176

TYNDALL AIR FORCE BASE, FLORDIA

RESTORE MAINTENANCE ROADS AT GATR SITE

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VAULT

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VAULT

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CONCRETE

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CHAIN LINK FENCE

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GATE

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TWO TRAIL ROAD

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EDGE OF PAVEMENT

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GRAVEL ROAD

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SWALE

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SWALE

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AutoCAD SHX Text 22.35

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AutoCAD SHX Text 21.15

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AutoCAD SHX Text 21.15

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AutoCAD SHX Text 22.35

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AutoCAD SHX Text 21.15

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AutoCAD SHX Text 21.15

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MAT

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PV|M

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AutoCAD SHX Text 22.15

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AutoCAD SHX Text 22.15

AutoCAD SHX Text 22.15

AutoCAD SHX Text 22.15

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AutoCAD SHX Text 22.15

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AutoCAD SHX Text 22.15

AutoCAD SHX Text 22.15

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AutoCAD SHX Text 22.20

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AutoCAD SHX Text 22.20

AutoCAD SHX Text 22.20

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SWMF|1

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SWMF|1

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AutoCAD SHX Text 22.5

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AutoCAD SHX Text 22.5

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AutoCAD SHX Text 22.5

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PV|M

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MAT

AutoCAD SHX Text 3'

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8" CRUSHED CONCRETE (MAX. 4" LIFTS W/ MINIMUM 100 LBR)

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NOT TO SCALE

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12" BASE (STABILIZED TO 40 LBR. MIN.)

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AutoCAD SHX Text 0.02

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TYP

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EL. 22.35

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AutoCAD SHX Text 0.02

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TYP

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TYP

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SHOULDER

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SOD STAGGERED & PINNED

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SOD STAGGERED & PINNED

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EL. 21.15

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EL. 22.15

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EL. 22.20

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TYP

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SHOULDER

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EL. 21.15

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EL. 22.15

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EL. 22.20

A…

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