Oakfield_Palafox_-_Working_Planset.pdf

PDF 17 MB Posted Feb 24, 2026

Attached to: Construction Engineering, & Inspection (CE&I) Services for the Brickyard Road, Monroe Avenue, and Oakfield/Palafox Area Drainage Improvement Projects CDBG-DR HS005
Solicitation number: PD 25-26.053
Issued by: Escambia County, Florida

About this file

Written by GovTribe AI · Apr 20, 2026

Summary

This is a 60% draft construction plan set prepared by Sigma Consulting Group, Inc. for Escambia County, Florida's Oakfield-Palafox Area Drainage Improvements Project. The project encompasses drainage infrastructure improvements along N Palafox Street (from Majors Road to W Pinestead Road), Majors Road, Hancock Lane, Pacific Street, W Oakfield Road, E Oakfield Road, Kenmore Road, Travis Street, and W Pinestead Road, with a proposed regional retention pond located east of the CSX right-of-way south of Hancock Lane. The working planset includes comprehensive plan and profile sheets for all roadway segments, typical section details, drainage maps with subbasin delineation and hydrologic parameters, cross-section details at key locations, and stormwater pollution prevention plans. The project involves construction of approximately 2,000 linear feet of storm drainage pipe (ranging from 12 to 54 inches in diameter), installation of multiple storm inlets and structures, pond expansion and maintenance, roadway resurfacing and curbing, sidewalk construction, utility relocations, and erosion and sediment control measures. The total site area encompasses 14.14 acres with 6.06 acres designated for disturbance. Design features include sloped ditch systems, inlet structures per FDOT standards, mitered end sections, and riprap stabilization at outfalls.

Key construction requirements include maintenance of at least one 10-foot open traffic lane at all times with daily restoration of two-lane traffic, preservation of existing vegetation and corner monumentation, protection of existing utilities, mailbox relocation per postal requirements, and adherence to Escambia County Technical Specifications rather than FDOT specifications. Contractors are responsible for identifying exact utility locations, implementing erosion and sediment controls including silt fence and staked hay bales within seven days of disturbance, and removing unsuitable material from paving areas. The project discharges to existing county retention ponds and a proposed regional pond, with outfall receiving waters documented in the drainage maps. Construction sequences address clearing, grubbing, storm sewer earthwork, pond expansion, and asphalt removal in phases with phased installation of perimeter erosion controls. The planset is designated preliminary and is not to be used for construction, bidding, recordation, conveyance, or permit issuance, indicating further design refinement is required prior to final bid documents.

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Other files

File	Type	Posted
Construction_Engineering,_&_Inspection_(CE&I)_Services_for_the_Brickyard_Road,_Monroe_Avenue,_and_Oakfield_Palafox_Area_Drainage_Improvement_Projects_CDBG-DR_HS005_(Addendum_#3_Revision).pdf	PDF	Mar 31, 2026
Construction_Engineering,_&_Inspection_(CE&I)_Services_for_the_Brickyard_Road,_Monroe_Avenue,_and_Oakfield_Palafox_Area_Drainage_Improvement_Projects_CDBG-DR_HS005_(Addendum_#2_Revision).pdf	PDF	Mar 11, 2026
Construction_Engineering,_&_Inspection_(CE&I)_Services_for_the_Brickyard_Road,_Monroe_Avenue,_and_Oakfield_Palafox_Area_Drainage_Improvement_Projects_CDBG-DR_HS005.pdf	PDF	Mar 3, 2026
Oakfield_Palafox_-_Working_Planset.pdf	PDF	Feb 24, 2026
HS005_Escambia_County_Regional_Stormwater_Hurricane_Sally_Infrastructure_Repair_Agreement.pdf	PDF	Feb 24, 2026
HS005-A1_Executed.pdf	PDF	Feb 24, 2026
Brickyard_Road_60%_Draft_Plans_12-22-2023.pdf	PDF	Feb 24, 2026
Monroe_Avenue_Cost_Estimate_February_2026.pdf	PDF	Feb 24, 2026
Brickyard_Road_FEMA_Drainage_Improvements_-_Cost_Estimate_-_02-11-2026.pdf	PDF	Feb 24, 2026
Oakfield_-_Palafox_Cost_Estimate_2-12-26.pdf	PDF	Feb 24, 2026
Monroe_Preliminary_Plans_2-23-26.pdf	PDF	Feb 24, 2026

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5-6

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31-33B

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52-53

COVER

GENERAL NOTES SHEET

SWPPP SHEET

TYPICAL SECTION SHEET

DRAINAGE MAP

N PALAFOX ST PLAN/PROFILE SHEETS

MAJORS RD PLAN/PROFILE SHEETS

HANCOCK LANE PLAN/PROFILE SHEETS

PACIFIC ST PLAN/PROFILE SHEETS

W OAKFIELD RD PLAN/PROFILE SHEETS

EXISTING POND PLAN SHEET

KENMORE RD PLAN/PROFILE SHEETS

E OAKFIELD RD PLAN/PROFILE SHEETS

TRAVIS ST PLAN/PROFILE SHEETS

W PINESTEAD RD PLAN/PROFILE SHEETS

N PALAFOX ST ROADWAY PLAN/PROFILE SHEETS

N PALAFOX DRAINAGE CROSS SECTIONS

MAJORS RD CROSS SECTIONS

HANCOCK LN CROSS SECTIONS

W OAKFIELD CROSS SECTIONS

E OAKFIELD RD CROSS SECTIONS

KENMORE RD CROSS SECTIONS

PACIFIC ST CROSS SECTIONS

DETAIL SHEETS

ESCAMBIA COUNTY, FLORIDA

PLANS PROPOSED FOR

INDEX OF ROADWAY PLANS

ENGINEERING DEPARTMENT

SHEET NO. SHEET DESCRIPTION

BOARD OF COUNTY COMMISSIONERS

PROJECT MANAGER:

PROJECT ENGINEER:

Matt Skipper

Jason L. Lashley, P.E.

SECTION / TOWNSHIP / RANGE:

SIGNATURE:

DISTRICT:

REG FLA ENG NO:

DATE:

3298 SUMMIT BOULEVARD, SUITE 32

PENSACOLA, FLORIDA 32503

PHONE: (850) 332-7912

CERTIFICATE OF AUTHORIZATION #37053

60% DRAFT PLANS

NOVEMBER, 2025

OAKFIELD-PALAFOX

DRAINAGE

IMPROVEMENTS PROJECT

COMMISSIONERS

STEVE STOBERGER

MIKE KOHLER

LUMON MAY

ASHLEE HOFBERGER

STEVEN BARRY (CHAIRMAN)

DISTRICT ONE

DISTRICT TWO

DISTRICT THREE

DISTRICT FOUR

DISTRICT FIVE

THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE LATEST ESCAMBIA

COUNTY TECHNICAL SPECIFICATIONS.

ANY REFERENCE TO FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION, LATEST EDITION, DIVISION 1, GENERAL REQUIREMENTS AND COVENANTS,

SHALL BE EXCLUDED AND NOT APPLICAPABLE TO ANY SPECIFICATION REFERED HEREIN

OR OTHERWISE LISTED IN THESE PLANS OR RELATED DOCUMENTS OR THE ESCAMBIA

COUNTY TECHNICAL SPECIFICATIONS.

57353

S-36/T-1S/R-30 3

PRELIMINARY

E BURGESS RD

VICINITY MAP

PENSACO

LA BLVD.

PROJECT SITE

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TRANS.

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CSX

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CSX

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SYSTEM

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SEABOARD

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ST. L.S.F. RY.

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RY.

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ROAD

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ST.

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RAILWAY

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FRANCISCO

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SAN

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AND

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ST. LOUIS

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NAME

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DATE

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LICENSE NO.

AutoCAD SHX Text THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, RECORDATION CONVEYANCE, SALES OR AS THE BASIS FOR THE ISSUANCE OF A PERMIT

AutoCAD SHX Text

JASON L. LASHLEY

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SEE TITLE BLOCK

AutoCAD SHX Text 57353

1. THE CONTRACTORS SHALL NOTIFY THE COUNTY DESIGN ENGINEER OR DESIGNEE 48 HOURS PRIOR TO CONSTRUCTION.

2. ALL CONDITIONS AND STIPULATIONS OF THE CONSTRUCTION PERMITS AND THE APPROVALS ISSUED BY THE ESCAMBIA COUNTY ENGINEER SHALL BE

COMPLIED WITH IN EVERY DETAIL.

3. ALL ROADS DAMAGED BY CONSTRUCTION OPERATIONS ARE TO BE PATCHED OR RECONSTRUCTED AS DIRECTED BY THE COUNTY ENGINEER OR

DESIGNEE.

4. THE CONTRACTOR SHALL TAKE STEPS NECESSARY TO PREVENT EROSION AND ANY OFF SITE SEDIMENT TRANSPORT RESULTING FROM INCREASED RUNOFF DURING CONSTRUCTION BY PROVIDING SILT FENCE AND/OR STAKED HAY BALES AS REQUIRED BY THE FLORIDA STORMWATER EROSION AND SEDIMENT CONTROL INSPECTOR'S MANUAL, 2008 EDITION, OR AS INDICATED ON THE PLANS. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL ASSOCIATED DISTURBED AREAS ARE STABILIZED AS TO REDUCE SEDIMENT RUNOFF, UNLESS OTHERWISE DIRECTED BY THE ENGINEER OR

DESIGNEE.

5. ANY NECESSARY PERMITS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. ESCAMBIA COUNTY OR ITS DESIGNEE WILL ASSIST CONTRACTOR WITH

REQUIRED PERMITS.

6. THE CONTRACTOR IS CAUTIONED TO VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE PROJECT PRIOR TO BIDDING AND/OR CONSTRUCTION.

7. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PRESERVE OR RELOCATE ALL BENCHMARKS (VERTICAL CONTROL) AS NEEDED DURING CONSTRUCTION. ALL PUBLIC OR PRIVATE CORNER MONUMENTATION SHALL BE PROTECTED. IF A PUBLIC OR PRIVATE CORNER MONUMENTATION IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OR DESIGNEE IMMEDIATELY. ANY ESCAMBIA COUNTY HARN/GPS NETWORK MONUMENTS OR BUREAU OF SURVEY AND MAPPING GPS NETWORK MONUMENTS WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PROTECTED. IF A HARN/GPS NETWORK MONUMENTS OR BUREAU OF SURVEY AND MAPPING GPS NETWORK MONUMENTS ARE DISTURBED OR DESTROYED THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF THE MONUMENTS AND HAVE THE MONUMENTS POSITION DETERMINED BY A FLORIDA LICENSED PROFESSIONAL SURVEYOR AND MAPPER USING GUIDELINES AS ESTABLISHED BY

NATIONAL GEODETIC SURVEY FOR BLUE BOOKING AND APPROVAL.

8. EXISTING DRAINAGE FEATURES WITHIN CONSTRUCTION LIMITS SHALL REMAIN UNLESS OTHERWISE NOTED.

9. THE CONTRACTOR SHALL MATCH EXISTING CONDITIONS AT THE BEGINNING AND END OF CONSTRUCTION AS DIRECTED BY THE COUNTY ENGINEER OR

DESIGNEE.

10. EXISTING STREETS AND DRIVES SHALL BE MAINTAINED TO LOCAL TRAFFIC AND PROPERTY OWNERS.

11. ALL ROADWAY CONSTRUCTION SHALL COMPLY WITH THE ESCAMBIA COUNTY TECHNICAL SPECIFICATIONS, LATEST EDITION.

12. ALL MATERIALS, TESTING AND CONSTRUCTION METHODS SHALL CONFORM TO THE ESCAMBIA COUNTY TECHNICAL SPECIFICATIONS, LATEST EDITION.

13. ANY REFERENCE TO FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION, DIVISION 1, GENERAL REQUIREMENTS AND COVENANTS, SHALL BE EXCLUDED AND NOT APPLICABLE TO ANY SPECIFICATION REFERRED HEREIN OR OTHERWISE LISTED IN THESE PLANS OR

RELATED DOCUMENTS OR THE ESCAMBIA COUNTY TECHNICAL SPECIFICATIONS.

14. EXISTING STREET AND ROAD NAME SIGNS ON THE PROJECT SHALL BE KEPT VISIBLE AT ALL TIMES FOR THE FACILITATION OF ACCESS BY EMERGENCY VEHICLES. ALL OTHER EXISTING SIGNS THAT CONFLICT WITH CONSTRUCTION OPERATIONS SHALL BE TAKEN DOWN AND STOCKPILED WITHIN THE R/W LIMITS BY THE CONTRACTOR AS DIRECTED BY THE COUNTY ENGINEER OR DESIGNEE. ANY EXISTING SIGNS THAT ARE TO BE RELOCATED AND ARE DAMAGED BEYOND USE BY THE CONTRACTOR SHALL BE REPLACED BY THE CONTRACTOR AT HIS EXPENSE.

15. THE CONTRACTOR SHALL MAINTAIN AT LEAST ONE 10' OPEN LANE AT ALL TIMES. NO OPEN EXCAVATION SHALL REMAIN OVER NIGHT. CONTRACTOR

SHALL RESTORE ROAD TO TWO LANES OF TRAFFIC AT THE END OF EACH WORK DAY.

16. CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS.

17. ONLY ACCESS TO THE ROAD R/W AS SHOWN IS GUARANTEED BY THE COUNTY. PRIVATE R/W REQUIRED BY THE CONTRACTOR TO FACILITATE CONSTRUCTION SHALL BE ACQUIRED BY THE CONTRACTOR WITH NO ADDITIONAL COMPENSATION OR ASSISTANCE FROM THE COUNTY.

18. IN THE EVENT THAT SURVEY MONUMENTATION OR REFERENCE POINTS ARE MISSING OR HAVE BEEN DESTROYED, PLEASE CONTACT:

MR. JOE BARRETT, PLS JACE RICARD, P.L.S.

ESCAMBIA COUNTY SURVEYOR SIGMA CONSULTING GROUP, INC

3363 WEST PARK PLACE 3298 SUMMIT BOULEVARD ; SUITE 32

PENSACOLA, FLORIDA 32505 PH (850) 595-3427 PENSACOLA, FLORIDA 32503 PH (850) 332-7912

19. VEGETATION ON R/W AND EASEMENTS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE NOTED ON THE PLAN SHEETS. COST OF SAID

RESTORATION SHALL BE CONSIDERED INCIDENTAL TO OTHER PAY ITEMS.

20. GRADED AGGREGATE BASE SHALL BE REQUIRED WHERE THE SEASONAL HIGH GROUND WATER ENCROACHES WITHIN TWO (2) FEET OF THE BOTTOM OF

BASE.

21. ALL TREES WITHIN LIMITS OF CONSTRUCTION SHALL REMAIN UNLESS OTHERWISE NOTED IN PLANS.

22. ALL COMPACTED FILL SHALL BE PLACED IN 4" LIFTS FOR HAND POWERED TAMPERS AND 8" LIFTS FOR HEAVY EQUIPMENT OPERATED TAMPERS.

23. MAINTENANCE OF TRAFFIC AS PER FDOT INDEX 102-600.

24. ALL EXISTING MAILBOXES INTERFERING WITH NEW CONSTRUCTION SHALL BE RELOCATED OR REPLACED BY THE CONTRACTOR IN ACCORDANCE WITH POSTAL REQUIREMENTS AND IN ACCORDANCE WITH ESCAMBIA COUNTY TECHNICAL SPECIFICATION, FDOT DESIGN STANDARDS AND UNITED POSTAL REQUIREMENTS. ALL EXISTING BRICK MAILBOXES WITHIN LIMITS OF CONSTRUCTION OR COUNTY RIGHT OF WAY SHALL BE REMOVED AND PLACED ON THE PROPERTY LINE OF THE OWNER. CONTRACTOR SHALL REPLACE EXISTING BRICK MAILBOX WITH APPROVED PLASTIC BREAK AWAY MAILBOX.

25. THE CONTRACTOR SHALL, AT A MINIMUM, MATCH EXISTING SIGNING AND PAVEMENT MARKINGS. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE

PLACED IN ACCORDANCE WITH THE LATEST FDOT SPECIFICATIONS AND STANDARD PLANS.

26. WHERE UNSUITABLE MATERIAL, AS DEFINED BY THE COUNTY SPECIFICATIONS SECTION 02300, 1.3(I), IS ENCOUNTERED IN THE AREAS PROPOSED FOR PAVING, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE COUNTY ENGINEER OR DESIGNEE PRIOR TO ANY EXCAVATION.

27. PIPE LENGTHS SHOWN IN THE PLANS DO NOT INCLUDE THE LENGTH OF PIPE THAT MUST BE INSTALLED WITH THE MITERED END SECTION. THEREFORE, ALL PIPES LENGTHS ASSOCIATED WITH MITERED END SECTIONS SHALL BE PAID FOR IN THE UNIT COST OF THE MITERED END SECTION.

GENERAL NOTES:

UTILITY NOTES:

29. IF ARCHAEOLOGICAL MATERIAL/PREHISTORIC ARTIFACTS SUCH AS POTTERY OR CERAMICS, STONE TOOLS OR METAL IMPLEMENTS, OR ANY OTHER PHYSICAL REMAINS THAT COULD BE ASSOCIATED WITH NATIVE AMERICAN CULTURES, OR EARLY COLONIAL OR AMERICAN SETTLEMENT ARE ENCOUNTERED AT ANY TIME, THE PROJECT SHOULD CEASE ALL ACTIVITIES INVOLVING SUBSURFACE DISTURBANCE IN THE IMMEDIATE VICINITY OF SUCH DISCOVERIES. THE APPLICANT/RECIPIENT, OR OTHER DESIGNEE, SHOULD CONTACT THE FLORIDA DEPARTMENT OF STATE, DIVISION OF HISTORICAL RESOURCES, THE STATE HISTORIC PRESERVATION OFFICER (SHPO) AND THE DSH/FEMA REGION IV ENVIRONMENTAL OFFICER AND FDEM STATE ENVIRONMENTAL LIAISON OFFICER FOR FURTHER GUIDANCE. PROJECT ACTIVITIES SHOULD NOT RESUME WITHOUT

VERBAL AND/OR WRITTEN AUTHORIZATION FROM THE DIVISION OF HISTORICAL RESOURCES.

30. IN THE EVENT THAT UNMARKED HUMAN REMAINS ARE ENCOUNTERED DURING PERMITTED ACTIVITIES, ALL WORK MUST STOP IMMEDIATELY AND

THE PROPER AUTHORITIES NOTIFIED IN ACCORDANCE WITH F.S. 872.05.

1. THE LOCATION SHOWN FOR EXISTING UNDERGROUND UTILITIES IS APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK IN EACH AREA. THE CONTRACTOR AGREES TO BE COMPLETELY RESPONSIBLE FOR ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ALL UTILITIES.

2. UTILITY OWNERS SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY CONSTRUCTION SO THAT THE UTILITY OWNER CAN SPOT VERIFY AND/OR

EXPOSE THEIR UTILITIES. KNOWN UTILITIES OWNERS INCLUDE:

SEWER/WATER - EMERALD COAST UTILITY AUTHORITY ELECTRIC - FLORIDA POWER & LIGHT

MR. JAMES VORPAHL MR. STEPHEN HARRIS

P.O. BOX 15311 ONE ENERGY PLACE

PENSACOLA, FL. 32514 PH: (850) 969-5872 PENSACOLA, FL. 32520 PH: (850) 516-8499

JAMES.VORPAHL@ECUA.FL.GOV STEPHEN.HARRIS@FPL.COM

NATURAL GAS - PENSACOLA ENERGY CABLE - COX CABLE

MR. ANDREW BRISKE MR. TROY YOUNG

1625 ATWOOD DRIVE 3405 MCLEMORE DRIVE

PENSACOLA, FL. 32514 PH: (850) 474-5309 PENSACOLA, FL. 32514 PH: (850) 232-5044

ABRISKE@CITYOFPENSACOLA.COM TROY.YOUNG@COX.COM

TELEPHONE - AT&T FLORIDA SUNSHINE STATE ONE-CALL

MR. TOM MANNING 7200 LAKE ELLENOR DRIVE, SUITE 200

6689 E MAGNOLIA STREET ORLANDO, FL. 32809 PH: (800) 432-4770

MILTON, FL. 32570 PH: (850) 463-5176

TM2709@ATT.COM

ESCAMBIA COUNTY TRANSPORTATION & TRAFFIC DIVISION ESCAMBIA COUNTY SCHOOL BOARD

MR. ANDREA LUGAR MR. ROB DOSS

3363 WEST PARK PLACE 9255 STURDENVANT STREET

PENSACOLA, FL. 32505 PH:(850) 595-3639 PENSACOLA, FL 32514 PH: (850) 469-5488

ARLUGAR@MYESCAMBIA.COM

3. AT&T FLORIDA WILL COMPLETE ALL WORK DURING THE HOURS OF 7:30 AM - 4:30 PM, MONDAY THRU FRIDAY. NO NIGHT OR WEEKEND WORK.

4. ALL CABLE DAMAGE MUST BE REPORTED TO THE ATT FLORIDA REPAIR SERVICE DEPARTMENT AT 611 FROM A LAND LINE OR 877-737-2478 IF USING

A CELL PHONE.

5. ALL VEHICLE LOOP INSTALLATION SHALL BE DONE AS PER FDOT INDEX 660-001.

6. CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AREAS OF OVERHEAD TRANSMISSION LINES AND UNDERGROUND UTILITIES.

7. UTILITIES TO REMAIN AND BE PROTECTED DURING CONSTRUCTION. NECESSARY REPAIRS SHALL BE CONSIDERED INCIDENTAL TO OTHER PAY

ITEMS AND SHALL BE TO THE SATISFACTION OF UTILITY OWNERS.

1. ALL POWER POLES WITHIN 5' OF PROPOSED PIPE NETWORK TO BE BRACED AS NECESSARY

2. -CA WATERLINE NOTE-

3. ALL MAILBOXES WITHIN PROPOSED PIPE NETWORK TO BE REPLACED AS NECESSARY

PROJECT SPECIFIC NOTES:

L N

Project Number:

Date:

Drawn By:

Sheet:

R E

D A

Checked By:

S U

M M

O U

R D

C O

, F

O N

) 3

-7

E O

220803

DECEMBER 2025

F.E.A./ M.G.M.

F.E.A.

J.L.L.

O A

P A

X S

T D

R A

G E

O V

O A

R D

O F

C O

U N

O M

C A

M B

O U

, F

A R

SILT FENCE DETAIL

DETAIL OF PROPERLY

INSTALLED STRAW BALE

THE FOLLOWING NARRATIVE OF THE STORMWATER POLLUTION PREVENTION PLAN CONTAINS REFERENCES TO THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, THE DESIGN STANDARDS, OTHER SHEETS OF THESE CONSTRUCTION PLANS. THE FIRST SHEET OF THE CONSTRUCTION PLANS (CALLED THE KEY SHEET) CONTAINS AN INDEX TO THE OTHER SHEETS, THE COMPLETE STORMWATER POLLUTION PREVENTION PLAN INCLUDES SEVERAL ITEMS: THIS NARRATIVE DESCRIPTION, THE DOCUMENTS REFERENCES IN THIS NARRATIVE, THE CONTRACTOR'S APPROVED EROSION CONTROL PLAN REQUIRED BY FDOT

SPECIFICATION SECTION 104, AND REPORTS OF INSPECTIONS MADE DURING CONSTRUCTION.

1.0 SITE DESCRIPTION

1.A NATURE OF CONSTRUCTION ACTIVITY:

THE PROJECT CONSISTS OF GRADING, CURBING AND DRAINAGE IMPROVEMENTS ON N PALAFOX ST (FROM MAJORS RD TO W PINESTEAD RD), MAJORS RD, HANCOCK LN, PACIFIC ST, W OAKFIELD RD, E OAKFIELD RD, KENMORE ST, TRAVIS ST, AND W PINESTEAD RD AND PROVIDING FILL AND GRADING ACTIVITIES TO TIE INTO THE PROPOSED REGIONAL POND LOCATED EAST OF

THE CSX R.O.W., SOUTH OF HANCOCK LANE & WEST OF BROWN BARGE MIDDLE SCHOOL.

1.B. SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL PROVIDE A DETAILED SEQUENCE OF CONSTRUCTION FOR ALL CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL FOLLOW THE SEQUENCE OF MAJOR ACTIVITIES DESCRIBED BELOW, UNLESS THE CONTRACTOR PROPOSES A DIFFERENT SEQUENCE THAT IS EQUAL OR BETTER AT

CONTROLLING EROSION AND TRAPPING SEDIMENT AND IS APPROVED BY THE ENGINEER.

FOR EACH CONSTRUCTION PHASE, INSTALL PERIMETER CONTROLS AFTER CLEARING AND GRUBBING NECESSARY FOR INSTALLATION OF CONTROLS BUT BEFORE BEGINNING OTHER WORK FOR THE CONSTRUCTION PHASE. REMOVE PERIMETER

CONTROLS ONLY AFTER ALL UPSTREAM AREAS ARE STABILIZED.

1. CLEARING AND GRUBBING, EARTHWORK FOR STORM SEWER CONSTRUCTION

2. CLEARING AND GRUBBING, EARTHWORK FOR POND EXPANSION

3. CLEARING AND GRUBBING, EARTHWORK FOR ASPHALT AND BASE REMOVAL

1.C. AREA ESTIMATES:

TOTAL SITE AREA: 14.14 ACRES

TOTAL AREA TO BE DISTURBED: 6.06 ACRES

1.D. RUNOFF DATA:

CURVE NUMBERS:

BEFORE: 61 - 89

DURING: VARIES FROM 61 - 89

AFTER: 61 - 89

SOILS DATA: SILT/ LOAM/ UNSUITABLE MATERIALS ANTICIPATED

FOR ADDITIONAL SOILS DATA SEE PROJECT GEOTECHNICAL REPORT PREPARED BY NOVA

OUTFALL INFORMATION:

EXISTING DRAINAGE SYSTEMS RUNNING EAST ON W PINESTEAD ROAD AND TRAVIS STREET CONNECT AND RUN SOUTH ALONG N PALAFOX STREET UNTIL DISCHARGING INTO AN EXISTING COUNTY POND LOCATED IN BETWEEN KENMORE ROAD AND W OAKFIELD ROAD. THERE IS A HIGH POINT LOCATED AT THE PENECOSTAL TEMPLE CHURCH MINISTRY. WATER NORTH OF THE HIGH POINT FLOWS IN A DITCH SYSTEM RUNNING NORTH ON THE EAST SIDE OF N PALAFOX STREET BEFORE CROSSING THE

ROAD AND ALSO DISCHARGING INTO THE EXISTING COUNTY POND.

SOUTH OF THE HIGH POINT, THERE IS AN EXISTING DRAINAGE SYSTEM THAT RUNS SOUTH ALONG THE EAST SIDE OF N PALAFOX STREET WHERE IT CROSSES THE ROAD BEFORE DISCHARGING INTO THE POND LOCATED WEST OF EXPRESS AUTOMOTIVE OF

PENSACOLA.

1.E. SITE MAP:

THE CONSTRUCTION PLANS ARE BEING USED AS THE SITE MAPS. THE LOCATION OF THE REQUIRED INFORMATION IS DESCRIBED BELOW. THE SHEET NUMBERS FOR THE PLAN SHEETS REFERENCED ARE IDENTIFIED ON THE KEY SHEET OF THESE

CONSTRUCTION PLANS.

· APPROXIMATE SLOPES: THE SLOPES OF THE SITE CAN BE SEEN IN PLAN SHEETS

· AREAS OF SOIL DISTURBANCE: THE AREAS TO BE DISTURBED ARE INDICATED ON THE PLAN SHEETS. ANY AREAS WHERE

PERMANENT FEATURES ARE SHOWN TO BE CONSTRUCTED ABOVE OR BELOW GROUND WILL BE DISTURBED.

· AREAS NOT TO BE DISTURBED : SODDED / MAINTAINED AREAS BEYOND WEST ROW, EAST ROW.

· LOCATIONS OF TEMPORARY CONTROLS: TO BE SHOWN ON THE CONTRACTORS APPROVED EROSION CONTROL PLAN.

SEDIMENTATION BASIN AND FLOATING/ STAKED TURBIDITY BARRIER ARE SUGGESTED.

· LOCATIONS OF PERMANENT CONTROLS: SOD ALL DISTURBED NON-PAVED AREAS (EXCLUDING DITCH BOTTOM)

· AREAS TO BE STABILIZED: ROADSIDE SWALES/ DITCHES.

1.F RECEIVING WATERS:

SEE ITEM 1.D. FOR THE OUTFALL LOCATIONS AND RECEIVING WATER NAMES.

2.0 CONTROLS

2.A. EROSION AND SEDIMENT CONTROLS:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL DESCRIBE THE PROPOSED STABILIZATION AND STRUCTURAL PRACTICES. THE FOLLOWING RECOMMENDED GUIDELINES ARE BASED ON THE GRADING PLAN OUTLINED IN THE CONSTRUCTION PLANS. THE CONTRACTOR MAY CHOOSE TO ACCEPT THE FOLLOWING GUIDELINES OR MODIFY THEM IN THE SEDIMENT AND EROSION CONTROL PLAN, SUBJECT TO APPROVAL BY THE ENGINEER. AS WORK PROGRESSES, THE CONTRACTOR SHALL MODIFY THE PLAN TO ADAPT TO SEASONAL VARIATION, CHANGES IN CONSTRUCTION ACTIVITIES, AND THE NEED FOR BETTER PRACTICES.

FOR EACH CONSTRUCTION PHASE, INSTALL PERIMETER CONTROLS AFTER CLEARING AND GRUBBING

NECESSARY FOR INSTALLATION OF CONTROLS BUT BEFORE BEGINNING OTHER WORK FOR THE

CONSTRUCTION PHASE. REMOVE PERIMETER CONTROLS ONLY AFTER ALL UPSTREAM AREAS ARE STABILIZED.

2.A.1 STABILIZATION PRACTICES:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL DESCRIBE THE STABILIZATION PRACTICES PROPOSED TO CONTROL EROSION. THE CONTRACTOR SHALL INITIATE ALL STABILIZATION MEASURES AS SOON AS PRACTICAL, BUT IN NO CASE MORE THAN 7 DAYS, IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. THE STABILIZATION PRACTICES SHALL INCLUDE AT LEAST THE FOLLOWING, UNLESS OTHERWISE APPROVED BY THE ENGINEER.

THE PARAGRAPH ABOVE REFERS TO A 7 DAY LIMIT BEFORE INITIATING STABILIZATION. THE DEP GENERIC PERMIT SPECIFIES 7 DAYS, BUT STRICTER REQUIREMENTS FROM OTHER PERMITTING AGENCIES WILL OFTEN APPLY AND

SHOULD BE NOTED.

TEMPORARY:

* ARTIFICIAL COVERINGS IN ACCORDANCE WITH FDOT SPECIFICATION SECTION 104.

* TURF AND SOD IN ACCORDANCE WITH FDOT SPECIFICATION SECTION 104.

PERMANENT:

* SOD IN ACCORDANCE WITH SPECIFICATION SECTION 570 AND INDEX 105.

2.A.2 STRUCTURAL PRACTICES:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL DESCRIBE THE PROPOSED STRUCTURAL PRACTICES TO CONTROL OR TRAP SEDIMENT AND OTHERWISE PREVENT THE DISCHARGE OF POLLUTANTS FROM EXPOSED AREAS OF THE SITE. SEDIMENT CONTROLS SHALL BE IN PLACE BEFORE DISTURBING SOIL UPSTREAM OF THE CONTROL. THE STRUCTURAL PRACTICES SHALL INCLUDE AT LEAST THE FOLLOWING, UNLESS OTHERWISE APPROVED BY THE ENGINEER:

TEMPORARY:

* SEDIMENT BARRIERS IN ACCORDANCE WITH FDOT SPECIFICATION SECTION 104.

* INLET PROTECTION IN ACCORDANCE WITH FDOT SPECIFICATION DETAIL 104 AND SPECIAL DETAILS SHOWN IN

THE TTC PLAN.

* SEDIMENT CONTAINMENT SYSTEM: SILT FENCE AND HAY BALES WILL BE UTILIZED AS THE TEMPORARY

SEDIMENT CONTAINMENT SYSTEM.

PERMANENT:

* SOD

2.B STORMWATER MANAGEMENT:

EXISTING ROADSIDE DITCHES COLLECT STORMWATER AND DIRECT IT TO SURROUNDING WETLAND AREAS.

2.C OTHER CONTROLS:

2.C.1 WASTE DISPOSAL:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL DESCRIBE THE PROPOSED METHODS TO PREVENT THE DISCHARGE OF SOLID MATERIALS, INCLUDING BUILDING MATERIALS, TO WATERS OF THE UNITED STATES. THE PROPOSED METHODS SHALL INCLUDE AT LEAST THE FOLLOWING, UNLESS OTHERWISE APPROVED BY

THE ENGINEER:

· PROVIDING LITTLER CONTROL AND COLLECTION WITHIN THE PROJECT DURING CONSTRUCTION

ACTIVITIES.

· DISPOSING OF ALL FERTILIZER OR OTHER CHEMICAL CONTAINERS ACCORDING TO EPA'S STANDARD PRACTICES

AS DETAILED BY THE MANUFACTURER.

2.C.2 OFF-SITE VEHICLE TRACKING & DUST CONTROL:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL DESCRIBE THE PROPOSED METHODS FOR MINIMIZING OFFSITE VEHICLE TRACKING OF SEDIMENTS AND GENERATING DUST. THE PROPOSED METHODS SHALL

INCLUDE AT LEAST THE FOLLOWING, UNLESS OTHERWISE APPROVED BY THE ENGINEER.

· COVERING LOADED HAUL TRUCKS WITH TARPAULINS.

· REMOVE EXCESS DIRT FROM ROADS DAILY.

· STABILIZING CONSTRUCTION ENTRANCES ACCORDING TO FDOT DESIGN STANDARDS.

· USING ROADWAY SWEEPERS DURING DUST GENERATING ACTIVITIES SUCH AS EXCAVATION AND

HANDLING OPERATIONS.

2.C.3 STATE AND LOCAL REGULATIONS FOR WASTE DISPOSAL, SANITARY SEWER, OR SEPTIC TANK REGULATIONS:

IN THE SECTION 104 EROSION CONTROL PLAN, THE CONTRACTOR SHALL DESCRIBE THE PROPOSED PROCEDURES TO COMPLY WITH APPLICABLE STATE AND LOCAL REGULATIONS FOR WASTE DISPOSAL, AND SANITARY SEWER OR

SEPTIC SYSTEMS.

2.C.4 FERTILIZERS AND PESTICIDES:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL DESCRIBE THE PROCEDURES FOR APPLYING FERTILIZERS AND PESTICIDES. THE PROPOSED PROCEDURES SHALL COMPLY WITH APPLICABLE

SUBSECTION OF SECTION 570 OF THE FDOT SPECIFICATIONS.

2.C.5 TOXIC SUBSTANCES

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL PROVIDE A LIST OF TOXIC SUBSTANCES THAT ARE LIKELY TO BE USED ON THE JOB AND PROVIDE A PLAN ADDRESSING THE GENERATION, APPLICATION, MIGRATION, STORAGE, AND DISPOSAL OF THESE SUBSTANCES.

2.D.4 FEDERAL, STATE AND LOCAL PLANS AND PERMITS:

NORTHWEST FLORIDA WATER MANAGEMENT DISTRICT (NWFWMD) GENERAL ENVIRONMENTAL RESOURCE PERMIT

PERMIT NO. GEN-033-291622-1

U.S. ARMY CORPS OF ENGINEERS (CORPS) NWP43

PERMIT NO. SAJ-2020-00214 (NRP/NW-DLI)

3.0 MAINTENANCE:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL PROVIDE A PLAN FOR MAINTAINING ALL EROSION AND SEDIMENT CONTROLS THROUGHOUT CONSTRUCTION. THE MAINTENANCE PLAN SHALL AT A MINIMUM

COMPLY WITH THE FOLLOWING:

· SILT FENCE: MAINTAIN PER FDOT SPECIFICATION SECTION 104. THE CONTRACTOR SHOULD ANTICIPATE

REPLACING SILT FENCE ON 12 MONTH INTERVALS.

· SEDIMENT BARRIERS: REMOVE SEDIMENT AS PER MANUFACTURER'S RECOMMENDATIONS OR WHEN

WATER PONDS IN UNACCEPTABLE AMOUNTS OR AREAS.

4.0 INSPECTIONS:

QUALIFIED PERSONNEL SHALL INSPECT THE FOLLOWING ITEMS AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM THAT IS 0.50 INCHES OR GREATER. TO COMPLY. THE CONTRACTOR SHALL INSTALL AND MAINTAIN RAIN GAUGES AND RECORD THE DAILY RAINFALL. WHERE SITES HAVE BEEN PERMANENTLY STABILIZED, INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH. THE CONTRACTOR SHALL ALSO INSPECT THAT CONTROLS INSTALLED IN THE FIELD AGREE WITH THE LATEST STORMWATER POLLUTION PREVENTION

PLAN.

LIST OF INSPECTION ITEMS

· POINTS OF DISCHARGE TO MUNICIPAL SEPARATE STORM DRAIN SYSTEMS.

· DISTURBED AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED.

· AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION.

· STRUCTURAL CONTROLS.

· STORMWATER MANAGEMENT SYSTEMS.

· LOCATIONS WHERE VEHICLES ENTER THE SITE.

THE CONTRACTOR SHALL INITIATE REPAIRS WITHIN 24 HOURS OF INSPECTIONS THAT INDICATE ITEMS ARE NOT IN GOOD WORKING ORDER. IF INSPECTIONS INDICATE THE INSTALLED STABILIZATION AND STRUCTURAL PRACTICES ARE NOT SUFFICIENT TO MINIMIZE EROSION, RETAIN SEDIMENT, AND PREVENT DISCHARGE OF POLLUTANTS, THAT

CONTRACTOR SHALL PROVIDE ADDITIONAL MEASURES, AS APPROVED BY THE ENGINEER.

5.0 NON-STORMWATER DISCHARGES:

IN THE SECTION 104 EROSION CONTROL PLAN, THE CONTRACTOR SHALL IDENTIFY ALL ANTICIPATED NON-STORMWATER DISCHARGES (EXCEPT FLOWS FROM FIRE FIGHTING ACTIVITIES). THE CONTRACTOR SHALL DESCRIBE THE PROPOSED MEASURES TO PREVENT POLLUTION OF THESE NON-STORMWATER DISCHARGES. IF THE CONTRACTOR ENCOUNTERS CONTAMINATED SOIL OR GROUNDWATER , CONTACT ESCAMBIA COUNTY ENGINEERING.

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FIBERTEX (OR APPROVED EQUAL)

AutoCAD SHX Text

MATERIAL ATTACHED TO WIRE FENCE

AutoCAD SHX Text

COMPACTED SOIL

AutoCAD SHX Text 6"

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

TOE OF FABRIC

AutoCAD SHX Text

WIRE FENCE

AutoCAD SHX Text

POST @ 6 FT. O.C. (TYP.)

AutoCAD SHX Text 2" x 4" OR 3" Diameter TREATED TIMBER

AutoCAD SHX Text

NTS

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FILTERED RUNOFF

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BINDING WIRE OR TWINE

AutoCAD SHX Text

SEDIMENT LADEN RUNOFF

AutoCAD SHX Text

PREVENT PIPING

AutoCAD SHX Text

STAKED AND ENTRENCHED

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COMPACTED SOIL TO

AutoCAD SHX Text

STRAW BALE

NTS

R .O

35.0'

R .O

VARIESVARIES

R .O

24.0'

R .O

VARIESVARIES

Project Number:

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3 LANE TYP SECTION

1" = 5'

2 LANE TYP SECTION

1" = 5'

PROPOSED CURB

PROPOSED 54" PIPE PROPOSED 6' WIDE SIDEWALK

PROPOSED CURB

PROPOSED GRADE

PROPOSED CURB

PROPOSED 54" PIPE PROPOSED 6' WIDE SIDEWALK

PROPOSED GRADE

PROPOSED CURB

PROPOSED GRADE

ZONE 'N'

ZONE 'O'

12512

122 121

122121

125120

7 130

131 129

125 123

128 127

127126

128127

13313

131 130

122123

115 11

W BURGESS RD

PENSACOLA BLVD

APPLE ST

PENSACOLA BLVD

BEELER ST

CLYDE ST

N PALAFOX ST

DALE ST

BROSNAHAM AVE

E O

AKFIELD

LUCY ST

N A

TIKI LN

BELLA DONNA ST

PEMBROOKE ST

ARCTIC ST

U R

L N

OTTO AVE

BURRELL LN

TRENT ST

W O

W P

R D

TRIUMPH ST

W B

D R

R D

E O

R D

S T

S -145

S -147S -149

S -151

EX - 203

PRELIMINARY

D R

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Date:

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FLOW

ARROW:

BASIN

BOUNDARY:

CONTOUR

LABEL:

EXISTING

ROADWAY

CENTERLINE:

BASIN BOUNDARY

(235.75 ACRES)

CSX RAILROAD

EX COUNTY POND SUBBASIN

AREA = 4.09 AC

CN = 49

T.O.C. = 28.4 MIN

EX-115F SUBBASIN

AREA = 6.77 AC

CN = 73

T.O.C. = 16.4 MIN

EX NORTH ROAD SUBBASIN

AREA = 3.88 AC

CN = 46

T.O.C. = 20.8 MIN

S-151 SUBBASIN

AREA = 5.76 AC

CN = 56

T.O.C. = 43.4 MIN

EX-105B SUBBASIN

AREA = 6.25 AC

CN = 59

T.O.C. = 19.4 MIN

EX-105 SUBBASIN

AREA = 0.71 AC

CN = 81

T.O.C. = 10 MIN

EX-109A SUBBASIN

AREA = 2.52 AC

CN = 59

T.O.C. = 10 MIN

EX-125 SUBBASIN

AREA = 4.44 AC

CN = 60

T.O.C. = 15 MIN

EX-127 SUBBASIN

AREA = 4.66 AC

CN = 57

T.O.C. = 13.8 MIN

S-503 (EX-129) SUBBASIN

AREA = 1.32 AC

CN = 45

T.O.C. = 20.2 MIN

EX STRC 12 SUBBASIN

AREA = 6.89 AC

CN = 25

T.O.C. = 24.7 MIN

EX-137 SUBBASIN

AREA = 6.71 AC

CN = 54

T.O.C. = 15.1 MIN

EX-117A SUBBASIN

AREA = 5.74 AC

CN = 46

T.O.C. = 23.3 MIN

EX-119A SUBBASIN

AREA = 4.17 AC

CN = 43

T.O.C. = 23 MIN

EX-115D SUBBASIN

AREA = 2.85 AC

CN = 61

T.O.C. = 26.6 MIN

EX-117 SUBBASIN

AREA = 6.57 AC

CN = 47

T.O.C. = 16.4 MIN

EXISTING

ESCAMBIA COUNTY

POND (8.3 AC-FT)

SUBBASIN 301

AREA = 5.39 AC

CN = 48

T.O.C. = 31.4 MIN

Feet

8004000

SUNBELT RENTALS POND BASIN

AREA = 3.76 AC

CN = 81

T.O.C. = 10 MIN S - 391 BASIN

AREA = 0.71 AC

CN = 64

T.O.C. = 10 MIN

S - 397 BASIN

AREA = 0.85 AC

CN = 83

T.O.C. = 11.6 MIN

S - 399 BASIN

AREA = 1.58 AC

CN = 45

T.O.C. = 17.2 MIN

EX-115B SUBBASIN

AREA = 3.31 AC

CN = 46

T.O.C. = 14.2 MIN

EX-111A SUBBASIN

AREA = 2.86 AC

CN = 42

T.O.C. = 14.9 MIN

S - 401 BASIN

AREA = 4.67 AC

CN = 54

T.O.C. = 20.2 MIN

EX-113 SUBBASIN

AREA = 3.79 AC

CN = 43

T.O.C. = 20.8 MIN

S - 403 BASIN

AREA = 0.11 AC

CN = 56

T.O.C. = 10 MIN

S - 405 BASIN

AREA = 0.14 AC

CN = 54

T.O.C. = 10.0 MIN

S - 407 BASIN

AREA = 0.45 AC

CN = 49

T.O.C. = 10.0 MIN

EX-111 SUBBASIN

AREA = 6.46 AC

CN = 34

T.O.C. = 36.6 MIN

SOUTHERN PIPE POND BASIN

AREA = 1.59 AC

CN = 89

T.O.C. = 10 MIN

S - 393A (CROSS PIPE) BASIN

AREA = 2.45 AC

CN = 38

T.O.C. = 18.3 MIN

S - 395A BASIN

AREA = 3.07 AC

CN = 38

T.O.C. = 14.6 MIN

TRIUMPH STREET

CROSSING BASIN

AREA = 4.73 AC

CN = 28

T.O.C. = 34.5 MIN

S - 403A BASIN

AREA = 0.17 AC

CN = 56

T.O.C. = 10 MIN

EX-499 SUBBASIN

AREA = 1.05 AC

CN = 42

T.O.C. = 10 MIN

EX-419 SUBBASIN

AREA = 2.41 AC

CN = 49

T.O.C. = 15.9 MIN

S-501 SUBBASIN

AREA = 0.7 AC

CN = 34

T.O.C. = 26 MINPINESTEAD MES UP SUBBASIN

AREA = 11.01 AC

CN = 31

T.O.C. = 43.6 MIN

AutoCAD SHX Text

NAME

AutoCAD SHX Text

DATE

AutoCAD SHX Text

LICENSE NO.

AutoCAD SHX Text THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, RECORDATION CONVEYANCE, SALES OR AS THE BASIS FOR THE ISSUANCE OF A PERMIT

AutoCAD SHX Text

JASON L. LASHLEY

AutoCAD SHX Text

SEE TITLE BLOCK

ZONE 'N'

ZONE 'O'

131 129

125 123

128 127

115 11

0 118 117

2112112

115117

108 107 106

116 117

118 119

117 116

6 114

3 112

83 96

100101102103104 103105

BORDEAUX S

E O

AKFIELD

TIKI LN

BELLA DONNA ST

PEMBROOKE ST

ARCTIC ST

N PALAFOX ST

COUNT RD

R L

MONARCH LN

D D

DUCHESS RD

U R

L N

M O

C H

L N

D O

D G

E R

H O

D D

C O

C K

CAMPBELL CT

W O

C O

C K

E O

R D

O R

S R

S T

S-111A

S-203

S-207

S-209

S-121A

S -145

S -147S -149

S -151

EX - 203

PRELIMINARY

BASIN BOUNDARY

(235.75 ACRES)

PROPOSED REGIONAL

POND (8.58 AC)

Project Number:

Date:

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LEGEND

FLOW

ARROW:

BASIN

BOUNDARY:

CONTOUR

LABEL:

EXISTING

ROADWAY

CENTERLINE:

REGIONAL

POND:

SUBBASIN HANCOCK X DRAIN UP

AREA = 49.39 AC

T.O.C. LENGTH = 3065'

CN = 40

T.O.C. = 117.4 MIN

SUBBASIN 113A

AREA = 2.04 AC

CN = 48

T.O.C. = 19.9 MIN

SUBBASIN 109

AREA = 0.18 AC

CN = 98

T.O.C. = 10 MIN

SUBBASIN 107

AREA = 3.47 AC

CN = 44

T.O.C. = 28.6 MIN

SUBBASIN 105

AREA = 4.2 AC

CN = 39

T.O.C. = 35.2 MIN

SUBBASIN 117

AREA = 0.17 AC

CN = 98

T.O.C. = 10 MIN

SUBBASIN 119

AREA = 0.1 AC

CN = 98

T.O.C. = 10 MIN

SUBBASIN 121

AREA = 0.03 AC

CN = 98

T.O.C. = 10 MIN

SUBBASIN 123

AREA = 0.1 AC

CN = 80

T.O.C. = 10 MIN

SUBBASIN 125

AREA = 0.12 AC

CN = 92

T.O.C. = 10 MIN

SUBBASIN 131

AREA = 0.32 AC

CN = 74

T.O.C. = 10 MIN

SUBBASIN 133

AREA = 0.4 AC

CN = 69

T.O.C. = 10 MIN

SUBBASIN 135

AREA = 3.21 AC

CN =75

T.O.C. = 18.8 MIN

SUBBASIN 139

AREA = 0.4 AC

CN = 80

T.O.C. = 10 MIN

SUBBASIN 141

AREA = 0.57 AC

CN = 80

T.O.C. = 10 MIN

SUBBASIN 145

AREA = 1.36

CN = 51

T.O.C. = 29.7 MIN

Feet

8004000

SUBBASIN 111A

AREA = 1.6 AC

CN = 46

T.O.C. = 23.9 MIN

SUBBASIN 111

AREA = 0.29 AC

CN = 98

T.O.C. = 10 MIN

SUBBASIN 113

AREA = 0.21 AC

CN = 98

T.O.C. = 10 MIN

SUBBASIN 115

AREA = 2.06 AC

CN = 61

T.O.C. = 13.9 MIN

SUBBASIN 115A

AREA = 0.84 AC

CN = 83

T.O.C. = 10 MIN

SUBBASIN 203

AREA = 0.29 AC

CN = 98

T.O.C. = 10 MIN

SUBBASIN 207

AREA = 0.21 AC

CN = 77

T.O.C. = 10 MIN

SUBBASIN 209

AREA = 0.38 AC

CN = 72

T.O.C. = 10 MIN

SUBBASIN 121A

AREA = 0.48 AC

CN = 80

T.O.C. = 10 MIN

SUBBASIN 127

AREA = 0.08 AC

CN = 86

T.O.C. = 10 MIN

SUBBASIN 129

AREA = 0.49 AC

CN = 69

T.O.C. = 10 MIN

SUBBASIN 303

AREA = 2.63 AC

CN = 44

T.O.C. = 10 MIN

SUBBASIN PALAFOX LOW AREA

AREA = 4.73 AC

CN = 47

T.O.C. = 14.6 MIN

AutoCAD SHX Text

NAME

AutoCAD SHX Text

DATE

AutoCAD SHX Text

LICENSE NO.

AutoCAD SHX Text THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, RECORDATION CONVEYANCE, SALES OR AS THE BASIS FOR THE ISSUANCE OF A PERMIT

AutoCAD SHX Text

JASON L. LASHLEY

AutoCAD SHX Text

SEE TITLE BLOCK

N PALAFOX ST

1000+00 1001+00 1002+00 1003+00 1004+00 1005+00

1000+00 1001+00 1002+00 1003+00 1004+00 1005+00 1005+50

R O

0.5% 0.3%

0.3%

S-117

CONSTRUCT TYPE I CURB INLET

PER FDOT INDEX NO 425-020

STA:1001+75.00 OFF:19.05R

TOP:114.11

INV IN:103.75 54" RCP

INV OUT:102.75 54" RCP

400' of 54" RCP @ 0.30%

0.40%

G R

+0 8.

0.40%

G R

+0 8.

0.4%

STRUCTURE - (128)

CONSTRUCT STORM MANHOLE

PER FDOT INDEX NO 425-001

STA:1001+48.01 OFF:34.60R

TOP:113.30

INV IN:102.66 54" RCP

INV OUT:102.66 54" RCP

31' of 54" RCP @ 0.30% Project Number:

Date:

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J.L.L.

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SURVEYED C OF ROAD

APPARENT ROW

EXISTING E.O.P

EXISTING CENTERLINE ROADWAY GRADE N

S T

N -P

R O

EXISTING GASLINE CROSSING (TO BE

RELOCATED, IF NECESSARY, BY OTHERS)

EXISTING FIRE HYDRANT (TO BE

RELOCATED)

EXISTING SIGNS (TO BE

REMOVED & REPLACED)

1 2 3

EXISTING WATER VALVES

(2) (TO BE RELOCATED)

EXISTING INLET AND 73 LF OF

PIPE (TO BE REMOVED)

EAKLIN

E STA 1005+50 FO

C O

TIN

ATIO

SEE SH

EET 7

APPARENT ROW

Feet

80400

HORIZONTAL SCALE : 1'' = 40'

VERTICAL SCALE : 1'' = 8'

PRELIMINARY

EXISTING RT DITCH GRADE

STATION EQ:

PALAFOX STA 1001+12.08

MAJORS ROAD STA 10+00.00

EXISTING GASLINE CROSSING (TO BE

RELOCATED, IF NECESSARY, BY OTHERS)

EXISTING WATER VALVE (TO BE RELOCATED)

APPARENT ROW

PROPOSED ROADWAY GRADE

1A 3A 3B 3C

S-115B

S-117

AutoCAD SHX Text

TLM

AutoCAD SHX Text

SWM

AutoCAD SHX Text

TLM

AutoCAD SHX Text

TLM

AutoCAD SHX Text P

AutoCAD SHX Text

TLM

AutoCAD SHX Text

TLM

AutoCAD SHX Text

TLM

AutoCAD SHX Text

24" RCP INV.=109.12'

AutoCAD SHX Text

18" RCP INV.=110.96'

AutoCAD SHX Text

18" RCP INV.=110.96'

AutoCAD SHX Text

18" RCP INV.=111.17'

AutoCAD SHX Text

18" RCP INV.=111.22'

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15" RCP INV.=110.70'

AutoCAD SHX Text

15" RCP INV.=110.88'

AutoCAD SHX Text

18" RCP INV.=111.20'

AutoCAD SHX Text

18" RCP INV.=111.24'

AutoCAD SHX Text

18" RCP INV.=111.65'

AutoCAD SHX Text

18" RCP INV.=111.66'

AutoCAD SHX Text

18" RCP INV.=112.34'

AutoCAD SHX Text

18" RCP INV.=112.35'

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text 4" x 4" WOOD FENCE POST

AutoCAD SHX Text

NAME

AutoCAD SHX Text

DATE

AutoCAD SHX Text

LICENSE NO.

AutoCAD SHX Text THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, RECORDATION CONVEYANCE, SALES OR AS THE BASIS FOR THE ISSUANCE OF A PERMIT

AutoCAD SHX Text

JASON L. LASHLEY

AutoCAD SHX Text

SEE TITLE BLOCK

1006+00 1007+00 1008+00 1009+00 1010+00 1011+00

N PALAFOX ST

C O

K LN

1005+50 1006+00 1007+00 1008+00 1009+00 1010+00 1011+00

R O

0.5% 0.2%

S-121

CONSTRUCT TYPE I CURB INLET

PER FDOT INDEX NO 425-020

STA:1005+75.00 OFF:19.05R

TOP:115.70

INV IN:104.95 54" RCP

INV OUT:104.95 54" RCP

67' of 54" RCP @ 0.30%

S -123

CONSTRUCT TYPE I CURB INLET

PER FDOT INDEX NO 425-020

STA:1009+75.00 OFF:13.55R

TOP:117.40

INV IN:106.15 54" RCP

INV OUT:106.15 54" RCP 212' of 54" RCP @ 0.30%

PVI STA: 1011+80.84

PVI ELEV: 118.08

K: 313.26

LVC: 250.00

C E:

0.4% 0.4%

S-121A

CONSTRUCT CONFLICT MANHOLE

PER FDOT INDEX NO 425-001

STA:1006+42.38 OFF:18.07R

TOP:115.50

INV IN:105.15 54" RCP

INV IN:108.79 18" RCP

INV OUT:105.15 54" RCP

333' of 54" RCP @ 0.30%

Project Number:

Date:

Drawn By:

Sheet:

R E

D A

Checked By:

S U

M M

O U

R D

C O

, F

O N

) 3

-7

E O

220803

DECEMBER 2025

F.E.A./ M.G.M.

F.E.A.

J.L.L.

O A

P A

X S

T D

R A

G E

O V

O A

R D

O F

C O

U N

O M

C A

M B

O U

, F

A R

Y N

P A

X S

A N

-P R

EXISTING C OF ROAD

APPARENT ROW

EXISTING E.O.P

EXISTING CENTERLINE ROADWAY GRADE

4 5 6 7 8

315 LF OF EXISTING STEEL

GASLINE (TO BE RELOCATED

IF NECESSARY, BY OTHERS) EXISTING INLET (TO BE REMOVED)

R C

O N

S H

6 BR

EAKLIN

E STA 1011+00 FO

C O

TIN

ATIO

SEE SH

EET 8

PEDESTRIAN SIGNAL POLE (TO BE

RELOCATED, IF NECESSARY)

CABLE SUSPENDED TRAFFIC

POLE (TO BE BRACED)

EXISTING MES & 250' OF PIPE

(TO BE REMOVED)

Feet

80400

HORIZONTAL SCALE : 1'' = 40'

VERTICAL SCALE : 1'' = 8'

PRELIMINARY

40 LF OF EXISTING STORM PIPE TO BE ABANDONED.

(GROUT FILLED UNDER THE ROAD)

EXISTING RT DITCH GRADE

EXISTING 18'' DRAINAGE CROSS-PIPE

STATION EQ:

PALAFOX STA 1006+21.45

HANCOCK LANE STA 30+00.00

PROPOSED ROADWAY GRADE

S-121

S-121A

S-123

6A 1A

AutoCAD SHX Text B

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TLM

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TLM

AutoCAD SHX Text P

AutoCAD SHX Text

18" RCP INV.=112.34'

AutoCAD SHX Text

18" RCP INV.=112.35'

AutoCAD SHX Text

18" RCP INV.=112.83'

AutoCAD SHX Text

18" RCP INV.=112.85'

AutoCAD SHX Text

18" RCP INV.=113.22'

AutoCAD SHX Text

18" RCP INV.=113.31'

AutoCAD SHX Text

18" RCP INV.=113.33'

AutoCAD SHX Text

18" RCP INV.=113.51'

AutoCAD SHX Text

18" RCP INV.=113.94'

AutoCAD SHX Text

18" RCP INV.=113.46'

AutoCAD SHX Text

18" RCP INV.=113.93'

AutoCAD SHX Text

18" RCP INV.=113.68'

AutoCAD SHX Text

18" RCP INV.=113.87'

AutoCAD SHX Text

18" RCP INV.=113.86'

AutoCAD SHX Text

18" RCP INV.=113.87'

AutoCAD SHX Text

18" RCP INV.=113.83'

AutoCAD SHX Text

18" RCP INV.=114.05'

AutoCAD SHX Text

18" RCP INV.=113.96'

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

4" WOOD FENCE POST

AutoCAD SHX Text 4" x 4" WOOD FENCE POST

AutoCAD SHX Text

3" WOOD FENCE

AutoCAD SHX Text

CP 4 1/2" IRON ROD NORTHING =549612.235 EASTING =1102856.346 ELEV.=115.901

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

NAME

AutoCAD SHX Text

DATE

AutoCAD SHX Text

LICENSE NO.

AutoCAD SHX Text THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, RECORDATION CONVEYANCE, SALES OR AS THE BASIS FOR THE ISSUANCE OF A PERMIT

AutoCAD SHX Text

JASON L. LASHLEY

AutoCAD SHX Text

SEE TITLE BLOCK

1011+00 1012+00 1013+00 1014+00 1015+00 1016+00

H O

D D

1011+00 1012+00 1013+00 1014+00 1015+00 1016+00 1016+50

R O

0.1% 0.0%

S -131

CONSTRUCT TYPE I CURB INLET

PER FDOT INDEX NO 425-020

STA:1015+45.00 OFF:13.55R

TOP:117.19

INV IN:107.86 54" RCP

INV OUT:107.86 54" RCP

-0.40%

PVI STA: 1015+45.72

PVI ELEV: 116.62

K: 537.50

LVC: 430.00

C E:

8LOW PT. STA: 1015+45.72

LOW PT ELEV: 117.05

-0.40%

PVI STA: 1011+80.84

PVI ELEV: 118.08

K: 313.26

LVC: 250.00

C E:

8HIGH PT. STA: 1011+80.54

HIGH PT ELEV: 117.83

0.1% -0.3% 0.0%

Project Number:

Date:

Drawn By:

Sheet:

R E

D A

Checked By:

S U

M M

O U

R D

C O

, F

O N

) 3

-7

E O

220803

DECEMBER 2025

F.E.A./ M.G.M.

F.E.A.

J.L.L.

O A

P A

X S

T D

R A

G E

O V

O A

R D

O F

C O

U N

O M

C A

M B

O U

, F

A R

Y N

P A

X S

A N

-P R

EXISTING C OF ROAD

APPARENT ROW

EXISTING E.O.P

9 10

EXISTING POWERPOLES (TO

BE BRACED, IF NECESSARY)

EXISTING POWERPOLE (TO

BE BRACED, IF NECESSARY) EXISTING GASLINE CROSSINGS

(RELOCATE IF NECESSARY, BY OTHERS)

EXISTING INLET

(TO BE REMOVED)

EXISTING INLET & 300' OF PIPE

(TO BE REMOVED)

R C

O N

S H

7 BR

EAKLIN

E STA 1016+50 FO

C O

TIN

ATIO

SEE SH

EET 9

EXISTING MES & 400' OF PIPE

(TO BE REMOVED)

EXISTING MES & 40' OF PIPE

(TO BE REMOVED)

Feet

80400

EXISTING CENTERLINE ROADWAY GRADE

HORIZONTAL SCALE : 1'' = 40'

VERTICAL SCALE : 1'' = 8'

PRELIMINARY

RELOCATE EXISTING SIGN

(IF NECESSARY)

EXISTING RT DITCH GRADE

EXISTING INLET (TO

BE REMOVED)

PROPOSED ROADWAY GRADE

S-131

8A 9A 9B 9C

AutoCAD SHX Text

TLM

AutoCAD SHX Text

18" RCP INV.=114.05'

AutoCAD SHX Text

18" RCP INV.=113.96'

AutoCAD SHX Text

18" RCP INV.=114.22'

AutoCAD SHX Text

18" RCP INV.=114.22'

AutoCAD SHX Text

18" RCP INV.=114.47'

AutoCAD SHX Text 18" x 29" RCPA INV.=114.58'

AutoCAD SHX Text 18" x 29" RCPA INV.=114.69'

AutoCAD SHX Text 15" x 21" RCPA INV.=115.14'

AutoCAD SHX Text 15" x 21" RCPA INV.=115.24'

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

3" WOOD FENCE

AutoCAD SHX Text

7" METAL FENCE

AutoCAD SHX Text

4" METAL FENCE

AutoCAD SHX Text

CP 5 1/2" IRON ROD NORTHING =550436.407 EASTING =1102651.685 ELEV.=117.322

AutoCAD SHX Text

NAME

AutoCAD SHX Text

DATE

AutoCAD SHX Text

LICENSE NO.

AutoCAD SHX Text THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, RECORDATION CONVEYANCE, SALES OR AS THE BASIS FOR THE ISSUANCE OF A PERMIT

AutoCAD SHX Text

JASON L. LASHLEY

AutoCAD SHX Text

SEE TITLE BLOCK

1017+00 1018+00 1019+00 1020+00 1021+00 1022+00

N PALAFOX ST

TAN

LEW

O D

1016+50 1017+00 1018+00 1019+00 1020+00 1021+00 1022+00

R O

0.0% 0.5% 1.3%

305' of 54" RCP @ 0.30%

S -133

CONSTRUCT TYPE I CURB INLET

PER FDOT INDEX NO 425-020

STA:1018+50.00 OFF:13.55R

TOP:117.98

INV IN:108.77 54" RCP

INV OUT:108.77 54" RCP

300' of 54" RCP @ 0.30%

S -135

CONSTRUCT TYPE I CURB INLET

PER FDOT INDEX NO 425-020

STA:1021+50.00 OFF:13.55R

TOP:119.79

INV IN:109.88 54" RCP

INV OUT:109.67 54" RCP

PVI STA: 1015+45.72

PVI ELEV: 116.62

K: 537.50

LVC: 430.00

C E:

PVI STA: 1020+89.43

PVI ELEV: 118.80

K: 208.50

LVC: 198.00

C E:

0.3% 0.4% 0.9%

Project Number:

Date:

Drawn By:

Sheet:

R E

D A

Checked By:

S U

M M

O U

R D

C O

, F

O N

) 3

-7

E O

220803

DECEMBER 2025

F.E.A./ M.G.M.

F.E.A.

J.L.L.

O A

P A

X S

T D

R A

G E

O V

O A

R D

O F

C O

U N

O M

C A

M B

O U

, F

A R

Y N

P A

X S

A N

-P R

EXISTING C OF ROAD

APPARENT ROW

EXISTING E.O.P

EXISTING GASLINE CROSSING

(TO BE RELOCATED IF

NECESSARY, BY OTHERS)

EXISTING SIGN (TO BE

REMOVED & REPLACED)

REMOVE AND REPLACE EXISTING

SIGN (IF NECESSARY)

EAKLIN

E STA 1022+00 FO

C O

TIN

ATIO

SEE SH

EET 10BR

R C

O N

S H

EXISTING MES & 150 LF OF

PIPE (TO BE REMOVED)

Feet

80400

EXISTING CENTERLINE ROADWAY GRADE

HORIZONTAL SCALE : 1'' = 40'

VERTICAL SCALE : 1'' = 8'

PRELIMINARY

EXISTING FORCEMAIN CROSSING (REMOVE

AND REPLACE, IF NECESSARY)

EXISTING RT DITCH GRADE

EXISTING WATER VALVE (TO BE

RELOCATED, IF NECESSARY)

EXISTING POWERPOLES (TO

BE BRACED, IF NECESSARY)

PROPOSED ROADWAY GRADE

STATION EQ:

PALAFOX STA 1020+44.49

TANGLEWOOD LANE STA 0+00.00

STATION EQ:

PALAFOX STA 1019+40.61

ARTHUR LANE STA 0+00.00

S-133

10A 10B

S-135

AutoCAD SHX Text P

AutoCAD SHX Text

TLM

AutoCAD SHX Text P

AutoCAD SHX Text

TLM

AutoCAD SHX Text P

AutoCAD SHX Text 15" x 21" RCPA INV.=115.24'

AutoCAD SHX Text 15" x 21" RCPA INV.=115.59'

AutoCAD SHX Text 15" x 21" RCPA INV.=115.71'

AutoCAD SHX Text 15" x 21" RCPA INV.=116.01'

AutoCAD SHX Text 15" x 21" RCPA INV.=116.06'

AutoCAD SHX Text

12" CPP INV.=117.28'

AutoCAD SHX Text

12" CPP INV.=116.90'

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

4" METAL FENCE

AutoCAD SHX Text

4" CHAIN LINK FENCE

AutoCAD SHX Text 4" x 4" WOOD FENCE POST

AutoCAD SHX Text

6" CHAIN LINK FENCE

AutoCAD SHX Text 4" x 4" WOOD FENCE POST

AutoCAD SHX Text

NAME

AutoCAD SHX Text

DATE

AutoCAD SHX Text

LICENSE NO.

AutoCAD SHX Text THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, RECORDATION CONVEYANCE, SALES OR AS THE BASIS FOR THE ISSUANCE OF A PERMIT

AutoCAD SHX Text

JASON L. LASHLEY

AutoCAD SHX Text

SEE TITLE BLOCK

1022+00 1023+00 1024+00 1025+00 1026+00 1027+00

1022+00 1023+00 1024+00 1025+00 1026+00 1027+00 1027+50

R O

1.3%

0.1%

250' of 54" RCP @ 0.30%

S -139

CONSTRUCT TYPE "D" INLET

PER FDOT INDEX NO 425-052

STA:1024+00.00 OFF:13.55R

TOP:122.92

SLOT: 120.83

INV IN:110.42 54" RCP

INV OUT:110.62 54" RCP

250' of 54" RCP @ 0.30%

S -143

CONSTRUCT STORM MANHOLE

PER FDOT INDEX NO 425-001

STA:1026+50.00 OFF:13.55R

TOP:124.44

INV IN:111.17 54" RCP

INV OUT:111.18 54" RCP

PVI STA: 1025+76.80

PVI ELEV: 125.38

K: 327.84

LVC: 590.00

C E:

5HIGH PT. STA: 1027+24.27

HIGH PT ELEV: 124.38

1.3% 1.1%

0.7% 0.2%

Project Number:

Date:

Drawn By:

Sheet:

R E

D A

Checked By:

S U

M M

O U

R D

C O

, F

O N

) 3

-7

E O

220803

DECEMBER 2025

F.E.A./ M.G.M.

F.E.A.

J.L.L.

O A

P A

X S

T D

R A

G E

O V

O A

R D

O F

C O

U N

O M

C A

M B

O U

, F

A R

Y N

P A

X S

A N

-P R

EXISTING C OF ROAD

APPARENT ROW

EXISTING E.O.P

EXISTING SIGN (TO BE

REMOVED & REPLACED)

EXISTING FIRE HYDRANT AND

WATER VALVE (TO BE ADJUSTED)

R C

O N

S H

EAKLIN

E STA 1027+50 FO

C O

TIN

ATIO

SEE SH

EET 11

EXISTING MES (2) & 50 LF

OF PIPE (TO BE REMOVED)

Feet

80400

EXISTING CENTERLINE ROADWAY GRADE

HORIZONTAL SCALE : 1'' = 40'

VERTICAL SCALE : 1'' = 8'

PRELIMINARY

EXISTING RT DITCH GRADE

APPARENT ROW

(FENCELINE)

S-139

10C

S-143

11A

AutoCAD SHX Text

TLM

AutoCAD SHX Text

15" CMP INV.=118.74'

AutoCAD SHX Text

15" CMP INV.=119.10'

AutoCAD SHX Text

18" CMP INV.=121.84'

AutoCAD SHX Text

18" CMP INV.=121.81'

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

6" CHAIN LINK FENCE

AutoCAD SHX Text

6" CHAIN LINK FENCE

AutoCAD SHX Text

CP 6 1/2" IRON ROD NORTHING =551374.818 EASTING =1102325.982 ELEV.=123.219

AutoCAD SHX Text

NAME

AutoCAD SHX Text

DATE

AutoCAD SHX Text

LICENSE NO.

AutoCAD SHX Text THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, RECORDATION CONVEYANCE, SALES OR AS THE BASIS FOR THE ISSUANCE OF A PERMIT

AutoCAD SHX Text

JASON L. LASHLEY

AutoCAD SHX Text

SEE TITLE BLOCK

1028+00 1029+00 1030+00 1031+00 1032+00 1033+00

N PALAFOX ST

W O

AKFIELD

1028+00 1029+00 1030+00 1031+00 1032+00 1033+00

PAC

IFIC

1027+50 1028+00 1029+00 1030+00 1031+00 1032+00 1033+00

: 1

R O

: 1

R O

: 1

R O

: 1

R O

: 1

R O

: 1

S -149

CONSTRUCT TYPE "D" INLET

PER FDOT INDEX NO 425-052

STA:1030+63.42 OFF:13.55R

TOP:123.39

SLOT:122.60

INV IN:112.42 54" RCP

INV IN:116.83 18" RCP

INV OUT:112.42 54" RCP

S -147

CONSTRUCT TYPE "D" INLET

PER FDOT INDEX NO 425-052

STA:1030+02.96 OFF:13.46R

TOP:123.10

SLOT:122.16

INV IN:112.23 54" RCP

INV IN:116.00 24" RCP

INV OUT:112.23 54" RCP

S -145

CONSTRUCT TYPE "D" INLET

PER FDOT INDEX NO 425-052

STA:1028+99.96 OFF:13.55R

TOP:124.06

SLOT:122.82

INV IN:111.92 54" RCP

INV OUT:111.93 54" RCP

251' of 54" RCP @ 0.30% 104' of 54" RCP @ 0.30% 61' of 54" RCP @ 0.30% 162' of 54" RCP @ 0.30%

S -151

CONSTRUCT TYPE "D" INLET

PER FDOT INDEX NO 425-052

STA:1032+25.00 OFF:13.55R

TOP:122.91

SLOT:120.84

INV IN:112.90 48" RCP

INV OUT:112.90 54" RCP

-0.45%

PVI STA: 1025+76.80

PVI ELEV: 125.38

K: 327.84

LVC: 590.00

C E:

-0.45%

PVI STA: 1035+00.39

PVI ELEV: 121.22

K: 1329.41

LVC: 1130.00

C E:

PVI STA: 1025+76.80

PVI ELEV: 125.38

K: 327.84

LVC: 590.00

C E:

EX 68' of 18" RCP @ 0.46% EX 67' of 18" RCP @ 0.55% EX 99' of 18" RCP @ -0.01% EX 34' of 18" RCP @ 0.90%

Project Number:

Date:

Drawn By:

Sheet:

R E

D A

Checked By:

S U

M M

O U

R D

C O

, F

O N

) 3

-7

E O

220803

DECEMBER 2025

F.E.A./ M.G.M.

F.E.A.

J.L.L.

O A

P A

X S

T D

R A

G E

O V

O A

R D

O F

C O

U N

O M

C A

M B

O U

, F

A R

Feet

80400

EXISTING C OF ROADL

EXISTING E.O.P.

APPARENT ROW

(FENCELINE)

ATC

LIN

E STA 1033+00

R C

O N

TIN

ATIO

SEE SH

EET 12

APPARENT E.O.P.

APPARENT ROW

N . P

S T.

N -P

R O

C H

R C

O N

S H

EXISTING GASLINE CROSSING (TO BE

RELOCATED IF NECESSARY, BY OTHERS)

EXISTING INLET (TO BE REMOVED) EXISTING MES & 98 LF OF PIPE

(TO BE REMOVED)

13 14 15

HORIZONTAL SCALE : 1'' = 40'

VERTICAL SCALE : 1'' = 8'

EXISTING CENTERLINE

OF ROADWAY GRADE

EXISTING RT DITCH GRADE

PRELIMINARY

STATION EQ:

PALAFOX STA 1029+70.51

PACIFIC STA 50+00.00

FOR CONTINUATION ON PACIFIC STREET

SEE SHEET 23

STATION EQ:

PALAFOX STA 1031+78.77

W OAKFIELD STA 84+22.00

EXISTING GASLINE CROSSING

(TO BE RELOCATED IF

NECESSARY, BY OTHERS)

S-145

11A

S-147 S-149 S-151

S-151A

S-153

PROPOSED ROADWAY

CENTERLINE GRADE

AutoCAD SHX Text

TLM

AutoCAD SHX Text

TLM

AutoCAD SHX Text

GSM

AutoCAD SHX Text P

AutoCAD SHX Text

TLM

AutoCAD SHX Text

GSM

AutoCAD SHX Text

18" RCP INV.=120.11'

AutoCAD SHX Text

18" RCP INV.=119.81'

AutoCAD SHX Text

18" RCP INV.=119.75'

AutoCAD SHX Text

18" RCP INV.=119.95'

AutoCAD SHX Text

18" CPP INV.=119.77'

AutoCAD SHX Text

18" CPP INV.=119.69'

AutoCAD SHX Text

18" CPP INV.=119.65'

AutoCAD SHX Text

18" CPP INV.=119.35'

AutoCAD SHX Text

18" RCP INV.=119.35'

AutoCAD SHX Text

18" RCP INV.=119.82'

AutoCAD SHX Text

18" RCP INV.=119.69'

AutoCAD SHX Text

18" RCP INV.=119.40'

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text 4" x 4" WOOD FENCE POST

AutoCAD SHX Text

6" CHAIN LINK FENCE

AutoCAD SHX Text

CP 7 1/2" IRON ROD NORTHING =552191.267 EASTING =1102052.325 ELEV.=122.200

AutoCAD SHX Text

NAME

AutoCAD SHX Text

DATE

AutoCAD SHX Text

LICENSE NO.

AutoCAD SHX Text THIS…

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File details come from the government source that posted it. Updated Apr 20, 2026.