K_43046815801-PLANS-01-ROADWAY.pdf

PROJECT LOCATION

CERTIFICATE OF AUTHORIZATION NO. 26889

VENDOR NO. 591294824004

CONTRACT NO. C-9F68

(850) 332 - 7912

PENSACOLA FL 32503

3298 SUMMIT BLVD, STE 32

P.E. NO. 57353

JASON L. LASHLEY, P.E.

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BRIDGE REPLACEMENT

STRUCTURE PLANS

ROADWAY PLANS

COMPONENTS:

DISTRICT FIVE

DISTRICT FOUR

DISTRICT THREE

DISTRICT TWO

DISTRICT ONE

CONSULTING

GROUP, INC.

SIGMA

CERTIFICATE OF AUTHORIZATION #26889

PHONE: (850) 332-7912

PENSACOLA, FLORIDA 32503

3298 SUMMIT BOULEVARD, SUITE 32

ESCAMBIA COUNTY

ENGINEERING DEPARTMENT

CONTRACT PLANS

ROADWAY PLANS

1:36:46 PM Z:\Projects Directory\180904 - Occie Phillips Bridge Replacement\01800 (CAD Drawings)\DWG\OC Phillips to Eric S\KEYSHEET01.dgnFAvera 2/27/2024

FINANCIAL PROJECT ID 430468-1-58-01

ESCAMBIA COUNTY

(FEDERAL FUNDS)

NO.

SHEET

YEAR

FISCAL

CONTRACT NO.

CONSTRUCTION

EXPRESSWAY

T U

R N P

IK

E

PENSACOLA FORT WALTON

BEACH

PANAMA

CITY

CHIPLEY

TALLAHASSEE

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA DAYTONA BEACH

DELAND

NEW PORT RICHEY

TAMPA

LAKELAND

MELBOURNE -

COCOA

ORLANDO

BARTOWST PETERSBURG

SARASOTA -

BRADENTON

FT PIERCE

FT MYERS

WEST PALM

BEACH

FT LAUDERDALE

MIAMI

NAPLES

KEY WEST

CITY

LAKE

F

LO

R

ID

A 'S

BEACH LINE

PROJECT MANAGER

ENGINEER OF RECORD:

ROADWAY PLANS

TEMPORARY (TCP) PHASE II-CROSS-SECTIONS23-25

TEMPORARY (TCP) PHASE I-CROSS-SECTIONS20-22

TEMPORARY (TCP) PHASE I-PLAN/PROFILE17-19

TEMPORARY (TCP) TYPICAL SECTIONS16

SIGNING & PAVEMENT MARKING & DRIVEWAY TYPICAL SECTIONS15

STORMWATER POLLUTION PREVENTION PLAN13-14

CROSS-SECTIONS10-12

ROADWAY PLAN-PROFILE6-9

GENERAL NOTES5

TYPICAL SECTIONS3-4

SUMMARY OF PAY ITEMS2

KEY SHEET 1

DESCRIPTIONSHEET NO.

OCCIE (O.C.) PHILLIPS ROAD OVER BRUSHY CREEK

GOVERNING STANDARDS AND SPECIFICATIONS:

NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO PRODUCTION

HTTP://WWW.FDOT.GOV/PROGRAMMANAGEMENT/IMPLEMENTED/SPECBOOKS

FOR ROAD AND BRIDGE CONSTRUCTION AT THE FOLLOWING WEBSITE:

FLORIDA DEPARTMENT OF TRANSPORTATION, JULY 2024 STANDARD SPECIFICATIONS

COMPONENT

STANDARD PLANS FOR BRIDGE CONSTRUCTION ARE INCLUDED IN THE STRUCTURES PLANS

FOLLOWING WEBSITE: HTTP://WWW.FDOT.GOV/DESIGN/STANDARDPLANS

STANDARD PLANS FOR RAOD CONSTRUCTION AND ASSOCIATED IRS ARE AVAILABLE AT THE

BRIDGE CONSTRUCTION AND APPLICABLE INTERM REVISIONS (IRS).

FLORIDA DEPARTMENT OF TRANSPORTATION, FY 2024-2025 STANDARD PLANS FOR ROAD AND

ALL ROADWAY CONSTRUCTION SHALL COMPLY WITH:

STEVEN BARRY (CHAIRMAN)

ROBERT BENDER (VICE CHAIRMAN)

LUMON MAY

MIKE KOHLER

JEFF BERGOSH

COMMISSIONERS

JOHN ROSENAU

jlashley FDOT Seal with Sig

CERTIFICATE OF AUTHORIZATION 26889

PENSACOLA FL 32503

3298 SUMMIT BLVD, STE 32

SIGMA CONSULTING GROUP INC.

P.E. LICENSE NUMBER 57353

JASON L. LASHLEY, P.E.

PHILLIPS

O.C.

ESCAMBIA 430468-1-58-01 2

SUMMARY OF PAY ITEMS

2/27/2024FAvera Z:\Projects Directory\180904 - Occie Phillips Bridge Replacement\01800 (CAD Drawings)\DWG\OC Phillips to Eric S\QUANRD01.DGN1:37:24 PM

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETESCAMBIA COUNTY

ENGINEERING DEPARTMENT

TYPE B STABILIZATION

5'

0.06

SHOULDER PAVEMENT DETAIL

0.02

DESIGN CRITERIA

MANUAL OF MINIMUM STANDARDS (FL GREENBOOK)

SEE CROSS SECTIONS

DEPTH AND WIDTH VARY

Natural Ground

LIMITS OF CONSTRUCTION

STANDARD CLEARING AND GRUBBING

LIMITS OF CONSTRUCTION

3'

TYP.

1:3 T Y P

.5

0.06 0.02

10' 12' 12' 10'

0.02

LBR 40

TYPE B STABILIZATION

12"

0.06

Natural Ground

� CONST. *

STA. 22+31.13 TO 26+00.00

STA. 14+22.21 TO 21+15.96

O.C. PHILLIPS ROAD

TYPICAL SECTION

PAVT.

SHLDR.

5'

PAVT.

SHLDR.

5'

GRADE POINT

PROFILE

8"

DESIGN SPEED = 35 MPH

2/27/2024 1:37:30 PM

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PROJECT CONTROLS

5 - RESTRICTIVE w/440 ft. Connection Spacing

4 - NON-RESTRICTIVE w/2640 ft. Signal Spacing

7 - BOTH MEDIAN TYPES

6 - NON-RESTRICTIVE w/1320 ft. Signal Spacing

2 - RESTRICTIVE w/Service Roads

1 - FREEWAY

3 - RESTRICTIVE w/660 ft. Connection Spacing

NEW CONSTRUCTION / RECONSTRUCTION

ACCESS CLASSIFICATION

CRITERIA

STATE HIGHWAY SYSTEM

( ) NATIONAL HIGHWAY SYSTEM

(X)

HIGHWAY SYSTEM

STRATEGIC INTERMODAL SYSTEM

(X)

(X)

NO.

SHEET

(X) LOCAL

FUNCTIONAL CLASSIFICATION

CONTEXT CLASSIFICATION

C1 : NATURAL

C2 : RURAL

C2T : RURAL TOWN

C6 : URBAN CORE

C5 : URBAN CENTER

C4 : URBAN GENERAL

C3R : SUBURBAN RES.

C3C : SUBURBAN COMM.

OFF-STATE HIGHWAY SYSTEM

RRR (ARTERIALS & COLLECTORS)

RESURFACING (LA FACILITIES)

INTERSTATE

FREEWAY/EXPWY.

PRINCIPAL ARTERIAL

MINOR ARTERIAL

MAJOR COLLECTOR

MINOR COLLECTOR

(X) N/A : OFF-STATE HIGHWAY FACILITY

RELATED TO TYPICAL SECTION:

POTENTIAL EXCEPTIONS AND VARIATIONS

FINANCIAL PROJECT ID

1:3 1:3

SOD SOD

NEW CONSTRUCTION

TYPE 12.5 SP STRUCTURAL COURSE (2")

8" GRADED AGGREGATE BASE

SHOULDER PAVEMENT

TYPE 12.5 SP STRUCTURAL COURSE (2")

8" GRADED AGGREGATE BASE

8" GAB

10'

5' SOD

R/W LINE

PROPOSED

R/W LINE

PROPOSED

1:

3'

TYP.

SEE CROSS SECTIONS

DEPTH AND WIDTH VARY

PROPOSED R/W VARIES (98' MIN.)

8" GAB

430468-1-58-01

DESIGN CRITERIA

MANUAL OF MINIMUM STANDARDS (FL GREENBOOK)

Natural Ground

LIMITS OF CONSTRUCTION

STANDARD CLEARING AND GRUBBING

0.02 0.02

Natural Ground

� CONST. *

STA. 26+00.00 TO 27+00.00

STA. 13+22.21 TO 14+22.21

O.C. PHILLIPS ROAD

TYPICAL SECTION

GRADE POINT

PROFILE

EXISTING

10'-12' 10'-12' varies varies

2/27/2024 1:37:31 PM

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PROJECT CONTROLS

5 - RESTRICTIVE w/440 ft. Connection Spacing

4 - NON-RESTRICTIVE w/2640 ft. Signal Spacing

7 - BOTH MEDIAN TYPES

6 - NON-RESTRICTIVE w/1320 ft. Signal Spacing

2 - RESTRICTIVE w/Service Roads

1 - FREEWAY

3 - RESTRICTIVE w/660 ft. Connection Spacing

NEW CONSTRUCTION / RECONSTRUCTION

ACCESS CLASSIFICATION

CRITERIA

STATE HIGHWAY SYSTEM

( ) NATIONAL HIGHWAY SYSTEM

(X)

HIGHWAY SYSTEM

STRATEGIC INTERMODAL SYSTEM

(X)

(X)

NO.

SHEET

(X) LOCAL

FUNCTIONAL CLASSIFICATION

CONTEXT CLASSIFICATION

C1 : NATURAL

C2 : RURAL

C2T : RURAL TOWN

C6 : URBAN CORE

C5 : URBAN CENTER

C4 : URBAN GENERAL

C3R : SUBURBAN RES.

C3C : SUBURBAN COMM.

OFF-STATE HIGHWAY SYSTEM

RRR (ARTERIALS & COLLECTORS)

RESURFACING (LA FACILITIES)

INTERSTATE

FREEWAY/EXPWY.

PRINCIPAL ARTERIAL

MINOR ARTERIAL

MAJOR COLLECTOR

MINOR COLLECTOR

(X) N/A : OFF-STATE HIGHWAY FACILITY

RELATED TO TYPICAL SECTION:

POTENTIAL EXCEPTIONS AND VARIATIONS

FINANCIAL PROJECT ID

APPARENT R/W VARIES

6" ABC BASE

6"

DESIGN SPEED = 35 MPH

NEW CONSTRUCTION

ABC BASE (6")

varies

SOD

varies

SOD

(LBR 40)

12" TYPE B STABILIZATION

12"

3298 SUMMIT BLVD, STE 32

SIGMA CONSULTING GROUP INC.

P.E. LICENSE NUMBER 57353

JASON L. LASHLEY, P.E.

PHILLIPS

O.C.

GENERAL NOTES:

UTILITY NOTES:

SHALL BE TO THE SATISFACTION OF UTILITY OWNERS.

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

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

CELL PHONE.

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

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.

PENSACOLA, FL. 32505 PH:(850) 595-3404

3363 WEST PARK PLACE

MR. JOHNNY COX

TRAFFIC DEPARTMENT - ESCAMBIA COUNTY PUBLIC WORKS

ATMORE, AL 36502 ; PH: (850) 327-4122

ORLANDO, FL. 32809 PH: (800) 432-4770201 S. PENSACOLA, AVENUE

7200 LAKE ELLENOR DRIVE, SUITE 200MR. ROBERT SPICER

SUNSHINE STATE ONE-CALLTELEPHONE - FRONTIER COMMUNICATIONS

JAY, FL. 32565 PH: (850) 675-7409WALNUT HILL, FL. 32568 PH: (850) 327-4530

3425 HWY 45026 ARHUR BROWN ROAD

MR. WESLEY SCOTTMR. LORENCE WHITMIRE

ELECTRIC - ESCAMBIA RIVER ELECTRIC COOPERATIVE WATER - WALNUT HILL WATERWORKS

THEIR UTILITIES. KNOWN UTILITIES OWNERS INCLUDE:

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

MIGHT OCCUR BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ALL UTILITIES.

EXISTING UTILITIES BEFORE COMMENCING WORK IN EACH AREA. THE CONTRACTOR AGREES TO BE COMPLETELY RESPONSIBLE FOR ALL DAMAGES WHICH

1. THE LOCATION SHOWN FOR EXISTING UNDERGROUND UTILITIES IS APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL

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

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

OF HISTORICAL RESOURCES.

OFFICER FOR FURTHER GUIDANCE. PROJECT ACTIVITIES SHOULD NOT RESUME WITHOUT VERBAL AND/OR WRITTEN AUTHORIZATION FROM THE DIVISION

STATE HISTORIC PRESERVATION OFFICER (SHPO) AND THE DSH/FEMA REGION IV ENVIRONMENTAL OFFICER AND FDEM STATE ENVIRONMENTAL LIAISON

THE APPLICANT/RECIPIENT, OR OTHER DESIGNEE, SHOULD CONTACT THE FLORIDA DEPARTMENT OF STATE, DIVISION OF HISTORICAL RESOURCES, THE

AT ANY TIME, THE PROJECT SHOULD CEASE ALL ACTIVITIES INVOLVING SUBSURFACE DISTURBANCE IN THE IMMEDIATE VICINITY OF SUCH DISCOVERIES.

PHYSICAL REMAINS THAT COULD BE ASSOCIATED WITH NATIVE AMERICAN CULTURES, OR EARLY COLONIAL OR AMERICAN SETTLEMENT ARE ENCOUNTERED

24. IF ARCHAEOLOGICAL MATERIAL/PREHISTORIC ARTIFACTS SUCH AS POTTERY OR CERAMICS, STONE TOOLS OR METAL IMPLEMENTS, OR ANY OTHER

THEREFORE, ALL PIPES LENGTHS ASSOCIATED WITH MITERED END SECTIONS SHALL BE PAID FOR IN THE UNIT COST OF THE MITERED END SECTION.

23. PIPE LENGTHS SHOWN IN THE PLANS DO NOT INCLUDE THE LENGTH OF PIPE THAT MUST BE INSTALLED WITH THE MITERED END SECTION.

FOR PAVING, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE COUNTY ENGINEER OR DESIGNEE PRIOR TO ANY EXCAVATION.

IS ENCOUNTERED IN THE AREAS PROPOSED CONDITION, AND ANY OTHER MATERIAL THAT IS CONSIDERED BY THE COUNTY ENGINEER TO BE UNSUITABLE

22. WHERE UNSUITABLE MATERIAL, AS DEFINED AS ANY MATERIAL SUCH AS MUCK, WOOD, ROCK, PEAT, GARBAGE, NON-COMPACTABLE SOILS IN DRY

INSTALLATION OF ANY SIGNING AND PAVEMENT MARKINGS.

PLACED IN ACCORDANCE WITH THE LATEST FDOT DESIGN STANDARDS. THE CONTRACTOR SHALL CONTACT THE COUNTY TRAFFIC DEPARTMENT PRIOR TO

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

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

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

18. ALL TREES WITHIN LIMITS OF CONSTRUCTION SHALL BE REMOVED UNLESS OTHERWISE NOTED IN PLANS.

BASE.

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

RESTORATION SHALL BE CONSIDERED INCIDENTAL TO OTHER PAY ITEMS.

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

CHIPLEY FL, 32428 ; PH (850) 638-0970 PENSACOLA, FLORIDA 32505 PH (850) 595-3427

1130 HWY 90 3363 WEST PARK PLACE

SOUTHEASTERN SURVEYING AND MAPPING CORPORATION ESCAMBIA COUNTY SURVEYOR

THOMAS K. MEAD, PSM MR. JOE BARRETT, PLS

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

CONSTRUCTION SHALL BE ACQUIRED BY THE CONTRACTOR WITH NO ADDITIONAL COMPENSATION OR ASSISTANCE FROM THE COUNTY.

14. ONLY ACCESS TO THE ROAD R/W AS SHOWN IS GUARANTEED BY THE COUNTY, PRIVATE R/W REQUIRED BY THE CONTRACTOR TO FACILITATE

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

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

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

DAMAGED BEYOND USE BY THE CONTRACTOR SHALL BE REPLACED BY THE CONTRACTOR AT HIS EXPENSE.

LIMITS BY THE CONTRACTOR AS DIRECTED BY THE COUNTY ENGINEER OR DESIGNEE. ANY EXISTING SIGNS THAT ARE TO BE RELOCATED AND ARE

VEHICLES. ALL OTHER EXISTING SIGNS THAT CONFLICT WITH CONSTRUCTION OPERATIONS SHALL BE TAKEN DOWN AND STOCKPILED WITHIN THE R/W

11. EXISTING STREET AND ROAD NAME SIGNS ON THE PROJECT SHALL BE KEPT VISIBLE AT ALL TIMES FOR THE FACILITATION OF ACCESS BY EMERGENCY

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

DESIGNEE.

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

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

APPROVAL.

LICENSED PROFESSIONAL SURVEYOR AND MAPPER USING GUIDELINES AS ESTABLISHED BY NATIONAL GEODETIC SURVEY FOR BLUE BOOKING AND

THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF THE MONUMENTS AND HAVE THE MONUMENTS POSITION DETERMINED BY A FLORIDA

BE PROTECTED. IF A HARN/GPS NETWORK MONUMENTS OR BUREAU OF SURVEY AND MAPPING GPS NETWORK MONUMENTS ARE DISTURBED OR DESTROYED

COUNTY HARN/GPS NETWORK MONUMENTS OR BUREAU OF SURVEY AND MAPPING GPS NETWORK MONUMENTS WITHIN THE LIMITS OF CONSTRUCTION SHALL

DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OR DESIGNEE IMMEDIATELY. ANY ESCAMBIA

ALL PUBLIC OR PRIVATE CORNER MONUMENTATION SHALL BE PROTECTED. IF A PUBLIC OR PRIVATE CORNER MONUMENTATION IS IN DANGER OF BEING

7. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PRESERVE OR RELOCATE ALL BENCHMARKS (VERTICAL CONTROL) AS NEEDED DURING CONSTRUCTION.

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

REQUIRED PERMITS.

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

ASSOCIATED DISTURBED AREAS ARE STABILIZED AS TO REDUCE SEDIMENT RUNOFF, UNLESS OTHERWISE DIRECTED BY THE ENGINEER OR DESIGNEE.

CONTROL INSPECTOR'S MANUAL, 2018 EDITION, OR AS INDICATED ON THE PLANS. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL

DURING CONSTRUCTION BY PROVIDING SILT FENCE AND/OR STAKED HAY BALES AS REQUIRED BY THE FLORIDA STORMWATER EROSION AND SEDIMENT

4. THE CONTRACTOR SHALL TAKE STEPS NECESSARY TO PREVENT EROSION AND ANY OFF SITE SEDIMENT TRANSPORT RESULTING FROM INCREASED RUNOFF

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

COMPLIED WITH IN EVERY DETAIL.

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

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

Z:\Projects Directory\180904 - Occie Phillips Bridge Replacement\01800 (CAD Drawings)\DWG\OC Phillips to Eric S\GENNOTES.dgnFAvera 2/27/2024 1:37:31 PM Default

5 430468-1-58-01 ESCAMBIA

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

GENERAL NOTES

10 40

Feet

0 0

26.99

10 ¬

°2

'4

(R

T

P O

T

S

T A

.9

P C

S

T A

.9

P T

S

T A

.2

P I

S

T A

.1

PI STA. = 12+76.17

T = 151.21

L = 297.25

R = 658.24

PC STA. = 11+24.96

PT STA. = 14+22.21

CURVE DATA CENTERLINE1

97.97 310.

(-) 2.200%

.8

.4

.1

.8

.5

.3

.2

.2

E

L

.1

(-) 2.200%

ESCAMBIA 430468-1-58-01

PLAN & PROFILE SHEET

CERTIFICATE OF AUTHORIZATION 26889

PENSACOLA FL 32503

3298 SUMMIT BLVD, STE 32

SIGMA CONSULTING GROUP INC.

P.E. LICENSE NUMBER 57353

JASON L. LASHLEY, P.E.

120 120

STATION 11+24.96

BEGIN PROJECT

10+00 11+00 12+00 13+00 14+00 15+00

EXISTING WETLANDS

EXISTING WETLANDS

EXISTING EDGE OF DIRT ROAD

EXISTING EDGE OF DIRT ROAD

¡ CONSTRUCTION

EXISTING GROUND @ ¡ CONSTRUCTION

PHILLIPS

O.C.

F O

R

C

O N

T I N

U A

T I O

N

S

E E

S

H E

E T

M A

T C

H L I N

E

S

T A

T I O

N

.0

VERTICAL SCALE = 1" - 20'

APPARENT R.O.W.

(TO BE RELOCATED BY E.R.E.C.)

EXISTING OVERHEAD ELECTRIC

APPARENT R.O.W.

EXISTING TREELINE

EXISTING TREELINE

(MATCH EXISTING)

STATION 13+22.21 ¡ CONSTRUCTION

BEGIN CONSTRUCTION

STATION 13+22.21

A.B.C. BASE

BEGIN CONSTRUCTION/

END A.B.C. BASE

BEGIN ASPHALT

ASPHALT

A.B.C. BASE

LEGEND:

PROPOSED R.O.W.

PROPOSED R.O.W.

2/27/2024FAvera Z:\Projects Directory\180904 - Occie Phillips Bridge Replacement\01800 (CAD Drawings)\DWG\OC Phillips to Eric S\PLANSSP01.dgn1:37:33 PM

REVISIONS

DATE DESCRIPTION

NO.

SHEET

ESCAMBIA COUNTY

PROFILE GRADE

WIDTH TO PROPOSED TRAVEL LANE WIDTH

TRANSITION FROM EXISTING TRAVEL LANE

STA 13+22.21 TO STA 14+22.21

STA 14+22.21

BEGIN DITCH

STA 14+22.21

BEGIN DITCH

+22.21

31.20' (LT)

+22.21

35.30' (RT)

+22.21

49.00' (LT)

+22.21

49.00' (RT)

+96.08

49.00' (RT)

EL. 99.00

PROFILES STA 14+22.21

BEGIN LT/RT DITCH

(-) 0.70%

DITCH GRADES

PROPOSED LT/RT

FRONTIER)

(TO BE RELOCATED BY

EXISTING TELEPHONE

(TO BE RELOCATED BY EREC)

EXISTING WATERLINE

Feet

.3

.1

.9

.3

.1

.9

.7

.5

.3

.1

.9

.7

.5

.1

.0

.9

.7

.5

P I

.7

E L

.9

(-) 2.200% (+) 1.000%

K = 98

(+) 1.000% (+) 0.300%

.2

.0

.0

.9

.9

.0

.0

.7

.5

P I

.0

E L

.0

.7

E

L

.4

.2

.3

304.34' V.C.

1,534.22

P C

S

T A

.1

18 19 20

P T

S

T A

.1

P I

S

T A

.7

PT STA. = 20+60.14

PC STA. = 17+33.15

R = 4,050.00

L = 326.99

T = 163.58

PI STA. = 18+96.73

CURVE DATA CENTERLINE2

310.93

ESCAMBIA 430468-1-58-01

PLAN & PROFILE SHEET

CERTIFICATE OF AUTHORIZATION 26889

PENSACOLA FL 32503

3298 SUMMIT BLVD, STE 32

SIGMA CONSULTING GROUP INC.

P.E. LICENSE NUMBER 57353

JASON L. LASHLEY, P.E.

21+0020+0019+0018+0017+0016+00

EXISTING WETLANDS

EXISTING WETLANDS

EDGE OF BRUSHY CREEK

STATION 20+94.68

BEGIN APPROACH SLAB

STATION 21+15.96

BEGIN BRIDGE

¡ CONSTRUCTION

EXISTING GROUND @ ¡ CONSTRUCTION

PROFILE GRADE

PHILLIPS

O.C.

EXISTING EDGE OF DIRT ROAD

F O

R

C

O N

T I N

U A

T I O

N

S

E E

S

H E

E T

M A

T C

H L I N

E

S

T A

T I O

N

.0

F O

R

C

O N

T I N

U A

T I O

N

S

E E

S

H E

E T

M A

T C

H L I N

E

S

T A

T I O

N

.0

VERTICAL SCALE = 1" - 20'

S T

A T I

O N

B E

G

B

I

D G

E

APPARENT R.O.W.

EXISTING TREELINE

EXISTING TREELINE

APPARENT R.O.W.

(TO BE RELOCATED BY E.R.E.C.)

EXISTING OVERHEAD ELECTRIC

R=25'

DRIVEWAY (95 SY)

CONSTRUCT ASPHALT

PROPOSED T.C.E.

PROPOSED R.O.W.

PROPOSED R.O.W.

2/27/2024FAvera Z:\Projects Directory\180904 - Occie Phillips Bridge Replacement\01800 (CAD Drawings)\DWG\OC Phillips to Eric S\PLANSSP02.dgn1:37:35 PM

REVISIONS

DATE DESCRIPTION

TEMPORARY L.O.C.

MAINLINE L.O.C.

MAINLINE L.O.C.

INV EL: 95.30

CONSTRUCT M.E.S. (4:1)

+80.00

66.00' (RT)

+93.02

20.93' (RT)

+38.02

20.89' (LT)

+83.20

52.00' (LT)

+83.70

17.06' (LT)

CONCRETE FLUME

CONSTRUCT 29' LONG BY 4' WIDE

INV EL: 94.97

M.E.S. (4:1)

CONSTRUCT

CONSTRUCT 45 LF OF 24" PIPE

+98.98

19.25' (RT)

RIP RAP

ASPHALT

LEGEND:

54.00' (LT)

+00.00

49.00' (LT)

+00.00

+00.00

49.00' (RT)

+00.00

54.00' (RT)

54.00' (LT)

+33.00

74.00' (LT)

+33.00

+30.00

66.00' (RT)

+30.00

54.00' (RT)

DITCH GRADES

PROPOSED LT/RT

(-) 0.70%

EL. 95.0

EL. 98.0

(-) 0.70% (-) 0.70%

DITCH GRADES

PROPOSED LT

DITCH GRADES

PROPOSED RT

BY FRONTIER)

(TO BE RELOCATED

EXISTING TELEPHONE

BY EREC)

(TO BE RELOCATED

EXISTING WATERLINE

B-1

B-3

GRADELINE

PROPOSED GUARDRAIL

GRADELINE

PROPOSED GUARDRAIL

63.59' (LT)

+08.24 (I.E. 95.0)

(19.00 RT)

TL-2 PARALLEL TERMINAL

BEGIN GR. STA. 20+01.35

(19.00 LT)

TL-2 PARALLEL TERMINAL

BEGIN GR. STA. 19+72.12

(17.00 LT)

TL-2 APPRH. TRANS.

END GR. STA. 20+88.48

(17.00 RT)

TL-2 APPRH. TRANS.

END GR. STA. 21+00.85

CONCRETE FLUME

CONSTRUCT 33' LONG BY 4' WIDE

Feet

.5

.4

.4

.3

.3

.2

.1

.1

.4

(+) 0.300% (-) 0.400%

P I

.6

E L

.7

(-) 0.400% (+) 4.362

300' V.C.

K = 63

.6

E

L

.3

.3

.3

.4

.5

.7

.0

.3

.7

.2

.7

.3

.9

.7

.4

.6

E

L

.3

P I

.0

E L

.5

.3

22 23 24 25 26

1,534.22

ESCAMBIA 430468-1-58-01

PLAN & PROFILE SHEET

CERTIFICATE OF AUTHORIZATION 26889

PENSACOLA FL 32503

3298 SUMMIT BLVD, STE 32

SIGMA CONSULTING GROUP INC.

P.E. LICENSE NUMBER 57353

JASON L. LASHLEY, P.E.

STATION 22+31.13

END BRIDGE

26+0025+0024+0023+0022+00

EDGE OF BRUSHY CREEK

EDGE OF BRUSHY CREEK

EXISTING WETLANDS

EXISTING WETLANDS

EXISTING GROUND @ ¡ CONSTRUCTION

PROFILE GRADE

EXISTING EDGE OF DIRT ROAD

F O

R

C

O N

T I N

U A

T I O

N

S

E E

S

H E

E T

M A

T C

H L I N

E

S

T A

T I O

N

.0

PHILLIPS

O.C.

VERTICAL SCALE = 1" - 20'

S T

A T I

O N

E

I

D G

E

EXISTING TREELINE

APPARENT R.O.W.

EXISTING TREELINE

APPARENT R.O.W.

(TO BE RELOCATED BY E.R.E.C.)

EXISTING OVERHEAD ELECTRIC

STATION 22+52.42

END APPROACH SLAB

PROPOSED R.O.W.

PROPOSED R.O.W.

PROPOSED T.C.E.

2/27/2024FAvera Z:\Projects Directory\180904 - Occie Phillips Bridge Replacement\01800 (CAD Drawings)\DWG\OC Phillips to Eric S\PLANSSP03.dgn1:37:36 PM

REVISIONS

DATE DESCRIPTION

F O

R

C

O N

T I N

U A

T I O

N

S

E E

S

H E

E T

M A

T C

H L I N

E

S

T A

T I O

N

.0

¡ CONSTRUCTION

STATION 26+00.00

BEGIN A.B.C. BASE

END ASPHALT/

MAINLINE L.O.C.

MAINLINE L.O.C.

+53.04

21.60' (LT)

+79.05

20.89' (RT)+59.43

19.25 (RT)

+45.41

19.25 (LT)

TEMPORARY L.O.C.

+00.00

31.60' (LT)

STA 26+00.00

END ARMORED DITCH

+00.00

32.40' (RT)

STA 26+00.00

END ARMORED DITCH

+93.50

41.78' (LT)

+12.80

52.00 (RT)

STA 22+12.80

BEGIN ARMORED DITCH

+60.40

56.40 (RT)

+31.60

50.00 (LT)

STA 21+93.50

DITCH

BEGIN ARMORED

STA 21+31.60

END DITCH

OF RIP RAP

CONSTRUCT 388 SY

RIP RAP

DITCH ARMORING

A.B.C. BASE

ASPHALT

LEGEND:

74.00' (LT)

+94.00

54.00' (LT)

+94.00

+30.00

66.00' (RT)

+30.00

54.00' (RT)

+00.00

49.00' (RT)

+00.00

54.00' (RT)

54.00' (LT)

+00.00

49.00' (LT)

+00.00

+03.90

40.00' (RT)

+00.00

49.00' (RT)

49.00' (LT)

+00.00

CONSTRUCT 406 SY OF RIP RAP

STATION 21+37.73 EL = 96.91

END LT DITCH PROFILE

STATION 21+41.62 EL = 94.09

END RT DITCH PROFILE

EL = 94.58

BEGIN LT/RT DITCH PROFILE

(+) 3.50%

PROPOSED LT/RT DITCH GRADE

EL = 108.50

DITCH PROFILE

END LT/RT

B-2

B-4

(TO BE RELOCATED BY FRONTIER)

EXISTING TELEPHONE

(TO BE RELOCATED BY EREC)

EXISTING WATERLINE

GRADELINE

GUARDRAIL

PROPOSED

GRADELINE

PROPOSED GUARDRAIL

STA 21+96.00-STA 26+00.00

BE ARMORED FROM

PROPOSED DITCH TO

STA 22+12.80-STA 26+00.00

BE ARMORED FROM

PROPOSED DITCH TO

(17.00' LT)

TL-2 APPRH. TRANS.

BEGIN GR. STA. 22+46.22

(17.00' RT)

TL-2 APPRH. TRANS.

BEGIN GR. STA. 22+58.60

(19.00' LT)

TL-2 PARALLEL TERMINAL

END GR. STA. 23+42.08

(19.00' RT)

TL-2 PARALLEL TERMINAL

END GR. STA. 23+67.33

Feet

27 28 29 30 31 32

ESCAMBIA 430468-1-58-01

PLAN & PROFILE SHEET

CERTIFICATE OF AUTHORIZATION 26889

PENSACOLA FL 32503

3298 SUMMIT BLVD, STE 32

SIGMA CONSULTING GROUP INC.

P.E. LICENSE NUMBER 57353

JASON L. LASHLEY, P.E.

120 120

32+0031+0030+0029+0028+0027+00

EXISTING GROUND LINE @ ¡ CONST

F O

R

C

O N

T I N

U A

T I O

N

S

E E

S

H E

E T

M A

T C

H L I N

E

S

T A

T I O

N

.0

PHILLIPS

O.C.

VERTICAL SCALE = 1" - 20'

EXISTING EDGE OF DIRT ROAD

¡ CONSTRUCTION

EXISTING TREELINE

APPARENT R.O.W.

(TO BE PROTECTED)

EXISTING TELEPHONE

(TO BE PROTECTED)

EXISTING TELEPHONE PEDESTAL

(TO BE PROTECTED)

EXISTING WATERLINE

EXISTING TREELINE

APPARENT R.O.W.

(TO BE RELOCATED BY E.R.E.C.)

EXISTING OVERHEAD ELECTRIC

(+) 7.

508%

2/27/2024FAvera Z:\Projects Directory\180904 - Occie Phillips Bridge Replacement\01800 (CAD Drawings)\DWG\OC Phillips to Eric S\PLANSSP04.dgn1:37:37 PM

REVISIONS

DATE DESCRIPTION

LANE WIDTH

LANE WIDTH TO EXISTING TRAVEL

TRANSITION FROM PROPOSED TRAVEL

STA. 26+00.00 TO STA. 27+00.00

A.B.C. BASE

LEGEND:

STATION 27+00.00

A.B.C. BASE

CONSTRUCTION/

END PROJECT/

R/W

PROP

R/W

PROP

R/W

PROP

R/W

PROP

R/W

PROP

R/W

PROP

R/W

APP.

R/W

APP.

R/W

APP.

R/W

APP.

R/W

APP.

R/W

APP.

R/W

APP.

R/W

APP.

T.C.E.

T.C.E.R/W

PROP

R/W

APP.

R/W

PROP

R/W

APP.

CERTIFICATE OF AUTHORIZATION 26889

PENSACOLA FL 32503

3298 SUMMIT BLVD, STE 32

SIGMA CONSULTING GROUP INC.

P.E. LICENSE NUMBER 57353

JASON L. LASHLEY, P.E.

PHILLIPS

O.C.

ESCAMBIA 430468-1-58-01

CROSS SECTION SHEET

¡ CONST

¡ CONST¡ CONST

¡ CONST

98 98

105 105

PROP ¡ EL = 104.79'

PROP ¡ EL = 104.19'

PROP ¡ EL = 102.84'

PROP ¡ EL = 102.00'

PROP ¡ EL = 102.20'

40 32 24 16 8 0 8 16 24 32 40 40 32 24 16 8 0 8 16 24 32 40

= 1"=20'VERTICAL

HORIZONTAL = 1"=40'

SCALE:

EXIST ¡ EL = 104.19'

EXIST ¡ EL = 104.79'

EXIST ¡ EL = 99.70'

EXIST ¡ EL = 100.74'

EXIST ¡ EL = 102.42'

72645648 80

STA. 14+00.00

STA. 14+22.21

STA. 15+00.00

STA. 16+00.00

STA. 17+00.00

2/27/2024FAvera Z:\Projects Directory\180904 - Occie Phillips Bridge Replacement\01800 (CAD Drawings)\DWG\OC Phillips to Eric S\RDXSSH01.dgn1:37:38 PM

REVISIONS

DATE DESCRIPTION

8072645648

40 32 24 16 8 0 8 16 24 32 40 8072645648 40 32 24 16 8 0 8 16 24 32 40 72645648 80

ENGINEERING DEPARTMENT

ESCAMBIA COUNTY

88 9656 48

48564856

106 106

R/W

PROP

R/W

PROP

R/W

PROP

R/W

PROP

R/W

PROP

R/W

PROP

R/W

PROP

R/W

APP.

R/W

APP.

R/W

APP.

R/W

APP.

R/W

APP.

R/W

APP.

R/W

APP. R/W

APP.

T.C.E.

T.C.E.

T.C.E.

T.C.E.

R/W

APP.

R/W

APP.

R/W

PROP

R/W

PROP

T.C.E.

R/W

PROP

R/W

APP. R/W

PROP

R/W

APP. T.C.E.

STA. 20+00

STA. 19+00

STA. 18+00

CERTIFICATE OF AUTHORIZATION 26889

PENSACOLA FL 32503

3298 SUMMIT BLVD, STE 32

SIGMA CONSULTING GROUP INC.

P.E. LICENSE NUMBER 57353

JASON L. LASHLEY, P.E.

PHILLIPS

O.C.

ESCAMBIA 430468-1-58-01 11

¡ CONST

¡ CONST¡ CONST

¡ CONST

PROP ¡ EL: 103.17'

PROP ¡ EL: 104.17'

PROP ¡ EL: 105.17' PROP ¡ EL: 106.51'

40 32 24 16 8 0 8 16 24 32 4040 32 24 16 8 0 8 16 24 32 40

= 1"=20'VERTICAL

HORIZONTAL = 1"=40'

SCALE:

EXIST ¡ EL = 99.06'

EXIST ¡ EL = 98.67'

EXIST ¡ EL = 99.08'

EXIST ¡ EL = 100.79'

96 96

CROSS SECTION SHEET

STA. 21+00

2/27/2024FAvera Z:\Projects Directory\180904 - Occie Phillips Bridge Replacement\01800 (CAD Drawings)\DWG\OC Phillips to Eric S\RDXSSH02.dgn1:37:38 PM

REVISIONS

DATE DESCRIPTION

8072645648 9688 8072645648 968840

40 32 24 16 8 0 8 16 24 32 40 8072645648 9688

40 32 24 16 8 0 8 16 24 32 40 8072645648 968840

48564856

EXIST ¡ EL = 99.90'

PROP ¡ EL: 106.06'

647280

80 6472 647280

647280

STA. 20+80

PROP ¡ EL: 105.97'

EXIST ¡ EL = 99.93'

INV. ELV. = 94.97

PROPOSED 24" SIDEDRAIN

CONCRETE FLUME

CONSTRUCT

FLUME

CONSTRUCT CONCRETE

STA. 22+52.41

R/W

PROP

R/W

PROP

R/W

PROP

R/W

PROP

R/W

PROPR/W

APP.

R/W

APP.

R/W

APP.

R/W

APP.

R/W

APP.

R/W

APP.

R/W

APP.

R/W

APP.

T.C.E.

T.C.E.

STA. 26+00

STA. 25+00

STA. 24+00

STA. 27+00

CERTIFICATE OF AUTHORIZATION 26889

PENSACOLA FL 32503

3298 SUMMIT BLVD, STE 32

SIGMA CONSULTING GROUP INC.

P.E. LICENSE NUMBER 57353

JASON L. LASHLEY, P.E.

PHILLIPS

O.C.

ESCAMBIA 430468-1-58-01

CROSS SECTION SHEET

0 40

¡ CONST

¡ CONST¡ CONST

¡ CONST

PROP ¡ EL: 106.76'

PROP ¡ EL: 108.75'

PROP ¡ EL: 112.32'

PROP ¡ EL: 119.26'

40 824 1632 8 16 24 32 40 32 24 16 8 0 8 16 24 32 40

= 1"=20'VERTICAL

HORIZONTAL = 1"=40'

SCALE:

EXIST ¡ EL = 104.32'

EXIST ¡ EL = 107.75'

EXIST ¡ EL = 112.32'

EXIST ¡ EL = 119.26'

6448 56 72 80 6448 56 72 80

2/27/2024FAvera Z:\Projects Directory\180904 - Occie Phillips Bridge Replacement\01800 (CAD Drawings)\DWG\OC Phillips to Eric S\RDXSSH03.dgn1:37:39 PM

REVISIONS

DATE DESCRIPTION

0 40816 8 16 24 32 6448 5640 2432 72 80 40 32 24 16 8 0 8 16 24 32 40 6448 56 72 80

96884856

4856 9688 4856 9688

4856 9688

3298 SUMMIT BLVD, STE 32

SIGMA CONSULTING GROUP INC.

P.E. LICENSE NUMBER 57353

JASON L. LASHLEY, P.E.

PHILLIPS

O.C.

Z:\Projects Directory\180904 - Occie Phillips Bridge Replacement\01800 (CAD Drawings)\DWG\OC Phillips to Eric S\SWPPPRD01.dgnFAvera 2/27/2024 1:37:39 PM Default

13 ESCAMBIA

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETESCAMBIA COUNTY

SWPPP NOTES

ROADSIDE DITCHES AND DISCHARGE TO BRUSHY CREEK AS SHOWN IN THE PLANS.

DISCHARGE POINTS TO SURFACE WATERS: PROJECT AREA DISCHARGE TO THE EXISTING

POINT IS THE BRIDGE CROSSING OVER BRUSHY CREEK.

OTHER THAN THE ROAD SIDE DITCHES AND ADJACENT WETLAND AREAS. PRIMARY DRAINAGE

SURFACE WATERS: NO DEFINED SURFACE WATERS ARE LOCATED WITHIN THE PROJECT LIMITS

SHOWN IN THE SAME LOCATIONS AS MENTIONED ABOVE.

AREAS TO BE STABILIZED: TEMPORARY AND PERMANENT STABILIZATION PRACTICES AREA

ARE SHOWN ON THE TYPICAL SECTION AND STANDARD DETAIL SHEETS.

THE PERMANENT CONTROL FOR THIS PROJECT. LIMITS OF SODDING AND TURF PLACEMENT

LOCATION OF PERMANENT CONTROLS: SODDING AND PLACING TURF ON DISTURBED AREAS IN

NOT INDICATED FOR WORK ON THE ROADWAY PLAN SHEETS WILL NOT BE DISTURBED.

AREAS THAT ARE NOT TO BE DISTURBED: ALL AREAS WITHIN THE PROJECT RIGHT OF WAY

CONSTRUCTED ABOVE OR BELOW THE GROUND WILL BE DISTURBED.

PLAN/PROFILE SHEETS. ANY AREA WHERE PERMANENT FEATURES ARE SHOWN TO BE

AREAS OF SOIL DISTURBANCE: THE AREAS TO BE DISTURBED ARE SHOWN ON THE

SHEETS AND THE PLAN/PROFILE SHEETS.

APPROXIMATE SLOPES: THE SLOPES OF THE SITE CAN BE SEEN IN THE CROSS SECTION

ROADWAY DITCHES AND IS CONVEYED TO THE OUTFALL LISTED ABOVE.

DRAINAGE PATTERNS: RUNOFF FROM THE ROADWAY SURFACES DISCHARGES DIRECTLY TO THE

REFERENCED ARE IDENTIFIED ON THE KEY SHEET OF THESE CONSTRUCTION PLANS.

REQUIRED INFORMATION IS DESCRIBED BELOW. THE SHEET NUMBERS FOR THE PLAN SHEETS

THE CONSTRUCTION PLANS ARE BEING USED AS THE SITE MAPS. THE LOCATION OF THE

1.E SITE MAP

OUTFALL NO.1 DESCRIPTION: ROADSIDE DITCHES DISCHARGE TO BRUSHY CREEK

THERE IS ONE OUTFALL WITHIN THE PROJECT LIMITS.

OUTFALL INFORMATION:

AFTER: 0.51

DURING: 0.51

BEFORE: 0.51

RUNOFF COEFFICIENTS:

1.D RUNOFF DATA

TOTAL AREA TO BE DISTURBED: 6.00 ACRES

TOTAL SITE AREA: 9.00 ACRES

1.C AREA ESTIMATES

4. BRIDGE PILE CONSTRUCTION

3. EARTHWORK ASSOCIATED WITH FILL SECTIONS FOR FINAL ROADWAY

EARTHWORK ASSOCIATED WITH FILL SECTIONS FOR TEMPORARY DETOUR2.

CLEARING AND GRUBBING1.

MAJOR SOIL DISTURBING ACTIVITIES ARE:

UPSTREAM AREAS ARE STABILIZED.

WORK FOR THE CONSTRUCTION PHASE. REMOVE PERIMETER CONTROLS ONLY AFTER ALL

GRUBBING NECESSARY FOR INSTALLATION OF CONTROLS, BUT BEFORE BEGINNING OTHER

FOR EACH CONSTRUCTION PHASE, INSTALL PERIMETER CONTROLS AFTER CLEARING AND

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

UNLESS THE CONTRACTOR PROPOSES A DIFFERENT SEQUENCE THAT IS EQUAL OR BETTER AT

CONTRACTOR SHALL FOLLOW THE SEQUENCE OF MAJOR ACTIVITIES DESCRIBED BELOW,

DETAILED SEQUENCE OF CONSTRUCTION FOR ALL CONSTRUCTION ACTIVITIES. THE

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL PROVIDE A

1.B SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES

PROJECT EXTENDS APPROXIMATELY 0.5 MILES.

IS CLEARING AND GRUBBING, ROADSIDE DITCH CONSTRUCTION AND EROSION CONTROL. THE

ROADWAY AND DRAINAGE DESIGN CRITERIA. ALSO INCLUDED IN CONSTRUCTION ACTIVITES

APPROXIMALTEY 1700 LF OF ROADWAY APPROACHES TO COMPLY WITH THE MOST CURRENT

OVER BRUSHY CREEK. THIS INVOLVES CONSTRUCTING A NEW BRIDGE OVER BRUSHY CREEK,

THE PROJECT CONSISTS OF THE REMOVAL AND REPLACEMENT OF THE OC PHILLIPS BRIDGE

1.A NATURE OF CONSTRUCTION ACTIVITY:

SITE DESCRIPTION1.0

2.C.1 WASTE DISPOSAL:

2.C OTHER CONTROLS:

IT TO BRUSHY CREEK.

EXISTING ROADSIDE DITCHES COLLECT THE RUNOFF FROM THE PROJECT SITE AND DIRECT

2.B STORMWATER MANAGEMENT:

*SOD AND TURF IN ACCORDANCE WITH SPECIFICATION SECTION 570.

PERMANENT:

ACCORDANCE WITH SPECIFICATION SECTION 104.

*SEDIMENT BARRIERS, INLET PROTECTION, AND OTHER APPLICABLE PROVISIONS IN

TEMPORARY:

APPROVED BY THE ENGINEER:

STRUCTURAL PRACTICES SHALL INCLUDE AT LEAST THE FOLLOWING, UNLESS OTHERWISE

SHALL BE IN PLACE BEFORE DISTURBING SOIL UPSTREAM OF THE CONTROL. THE

THE DISCHARGE OF POLLUTANTS FROM EXPOSED AREAS OF THE SITE. SEDIMENT CONTROLS

PROPOSED STRUCTURAL PRACTICES TO CONTROL OR TRAP SEDIMENT AND OTHERWISE PREVENT

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL DESCRIBE THE

2.A.2 STRUCTURAL PRACTICES:

INDEX 570-010.

*SOD IN ACCORDANCE WITH SPECIFICATION SECTION 570 AND

*ASPHALT OR CONCRETE SURFACE.

PERMANENT:

*TURF AND SOD IN ACCORDANCE WITH SPECIFICATION SECTION 570.

*ARTIFICAL COVERINGS IN ACCORDANCE WITH SPECIFICATION SECTION 104.

TEMPORARY:

ENGINEER.

SHALL INCLUDE AT LEAST THE FOLLOWING, UNLESS OTHERWISE APPROVED BY THE

ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. THE STABILIZATION PRACTICES

IN NO CASE MORE THAN 7 DAYS, IN PORTIONS OF THE SITE WHERE CONSTRUCTION

CONTRACTOR SHALL INITIATE ALL STABILIZATION MEASURES AS SOON AS PRACTICAL, BUT

DESCRIBE THE STABILIZATION PRACTICES PROPOSED TO CONTROL EROSION. THE

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE PROPOSED CONTRACTOR SHALL

2.A.1 STABILIZATION PRACTICES:

UPSTREAM AREAS ARE STABILIZED.

WORK FOR THE CONSTRUCTION PHASE. REMOVE PERIMETER CONTROLS ONLY AFTER ALL

FOR EACH CONSTRUCTION PHASE, INSTALL PERIMETER CONTROLS BEFORE BEGINNING OTHER

ACTIVITIES, AND THE NEED FOR BETTER PRACTICES.

MODIFY THE PLAN TO ADAPT TO SEASONAL VARIATION, CHANGES IN CONSTRUCTION

SUBJECT TO APPROVAL BY THE ENGINEER. AS WORK PROGRESSES, THE CONTRACTOR SHALL

FOLLOWING GUIDELINES OR MODIFY THEM IN THE SEDIMENT AND EROSION CONTROL PLAN,

OUTLINED IN THESE CONTSTRUCTION PLANS, THE CONTRACTOR MAY CHOOSE TO ACCEPT THE

CONSTRUCTION PLANS. WHERE FOLLOWING THE TEMPORARY TRAFFIC CONTROL PLAN

GUIDELINES ARE BASED ON THE TEMPORARY TRAFFIC CONTROL PLAN OUTLINED IN THE

PROPOSED TEMPORARY TRAFFIC CONTROL (TTC) PLAN. THE FOLLOWING RECOMMENDED

PROPOSED STABILIZATION AND STRUCTURAL PRACTICES BASED ON THE CONTRACTOR’S

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL DESCRIBE THE

2.A EROSION AND SEDIMENT CONTROLS

CONTROLS2.0

REPORT".

#19-233 ENTITLED, "OCCIE PHILLIPS ROAD BRIDGE REPLACEMENT BRIDGE DESIGN

SAND FROM 0'TO 5' BLS. FOR ADDITIONAL GEOTECHNICAL INFORMATION SEE LMJ FILE

SOIL RANGED FROM RED/ORANGE MEDIUM DENSE, SILTY SAND TO DARK GRAY LOOSE SILTY

FOUR (4) BORINGS (B1-B4) WERE TAKEN WITHIN THE EXISTING ROADWAY FOOTPRINT. THE

1.G SOIL INFORMATION

RECEIVING WATER.

ADJACENT WETLAND AREAS ARE DESIGNATED ON THE PLAN SHEETS. BRUSHY CREEK IS THE

1.F RECEIVING WATERS

DISCHARGE POINTS TO OUTFALL: SEE PLANS

3298 SUMMIT BLVD, STE 32

SIGMA CONSULTING GROUP INC.

P.E. LICENSE NUMBER 57353

JASON L. LASHLEY, P.E.

PHILLIPS

O.C.

Z:\Projects Directory\180904 - Occie Phillips Bridge Replacement\01800 (CAD Drawings)\DWG\OC Phillips to Eric S\SWPPPRD02.dgnFAvera 2/27/2024 1:37:40 PM Default

14 ESCAMBIA

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETESCAMBIA COUNTY

SWPPP NOTES

DEREK FOX AT (850) 595-2413 OR (850) 384-3760.

CONTAMINATED SOIL OR GROUNDWATER, CONTACT THE ESCAMBIA COUNTY LAP COORDINATOR

POLLUTION OF THESE NON-STORMWATER DISCHARGES. IF THE CONTRACTOR ENCOUNTERS

ACTIVITIES). THE CONTRACTOR SHALL DESCRIBE THE PROPOSED MEASURES TO PREVENT

ANTICIPATED NON-STORMWATER DISCHARGES (EXCEPT FLOWS FROM FIRE FIGHTING

IN THE SECTION 104 EROSION CONTROL PLAN, THE CONTRACTOR SHALL IDENTIFY ALL

5.0 NON-STORMWATER DISCHARGES:

APPROVED BY THE ENGINEER.

DISCHARGING POLLUTANTS, THE CONTRACTOR SHALL PROVIDE ADDITIONAL MEASURES, AS

PRACTICES ARE NOT SUFFICENT TO MINIMIZE EROSION, RETAIN SEDIMENT, AND PREVENT

IF INSPECTIONS INDICATE THAT THE INSTALLED STABILIZATION AND STRUCTURAL

INDICATE ITEMS ARE NOT IN GOOD WORKING ORDER.

THE CONTRACTOR SHALL INITIATE REPAIRS WITHIN 24 HOURS OF INSPECTIONS THAT

*LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE.

*STORMWATER MANAGEMENT SYSTEMS.

*STRUCTURAL CONTROLS.

*AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPIATION.

*DISTURBED AREAS OF THE SITE

*POINTS OF DISCHARGE TO MUNICIPAL SEPARATE STORM DRAIN SYSTEMS.

*POINTS OF DISCHARGE TO WATERS OF THE UNITED STATES.

STORMWATER PREVENTION PLAN.

CONTROLS INSTALLED IN THE FIELD TO VERIFY THAT THEY AGREE WITH THE LATEST

A RAIN EVENT OF 0.5 INCHES OR GREATER). THE CONTRACTOR SHALL INSPECT THE

BE INSPECTED DURING NORMAL INSPECTIONS (EVERY 7 DAYS) AND WITHIN 24 HOURS AFTER

RECORD THE DAILY RAINFALL. SITES THAT HAVE BEEN PERMANENTLY STABILIZED, SHALL

GREATER. TO COMPLY, THE CONTRACTOR SHALL INSTALL AND MAINTAIN RAIN GAUGES AND

CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM THAT IS 0.50 INCHES OR

QUALIFIED PERSONNEL SHALL INSPECT THE FOLLOWING ITEMS AT LEAST ONCE EVERY SEVEN

4.0 INSPECTIONS:

430468-1-58-01

WHEN WATER PONDS IN UNACCEPTABLE AMOUNTS OR AREAS.

*SEDIMENT BARRIERS: REMOVE SEDIMENT AS PER MANUFACTURER’S RECOMMENDATIONS OR

ANTICIPATE REPLACING SILT FENCE ON 12 MONTH INTERVALS.

*SILT FENCE, IF UTILIZED: MAINTAIN PER SECTION 104. THE CONTRACTOR SHOULD

THE MAINTENANCE PLAN SHALL AT A MINIMUM, COMPLY WITH THE FOLLOWING:

FOR MAINTAINING ALL EROSION AND SEDIMENT CONTROLS THROUGHOUT CONSTRUCTION.

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL PROVIDE A PLAN

3.0 MAINTENANCE:

F.A.C.

STATE 404 PROGRAM INDIVIDUAL PERMIT PER FDEP STATE 404 PROGRAM Chapter 62-331, NOTICE OF INTENT WILL ALSO NEED TO BE SUBMITTED (62-621.300 (4)(B).

CONSTRUCTION GENERIC PERMIT FOR NPDES PER 62-621.300 (4)(A). A REQUIRED

AN EASEMENT OVER STATE-OWNED SUBMERGED LANDS.

MANAGEMENT PERMIT PER 62-330.301 (A), (B), (C), (E) FAC AND AN APPLICATION FOR

FDEP ENVIRONMENTAL RESOURCE PERMIT PER 62-330.060(1) FAC INCLUDING STORMWATER

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

THESE SUBSTANCES.

ADDRESSING THE GENERATION, APPLICATION, MIGRATION, STORAGE, AND DISPOSAL OF

OF TOXIC SUBSTANCES THAT ARE LIKELY TO BE USED ON THE JOB AND PROVIDE A PLAN

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL PROVIDE A LIST

2.C.5 TOXIC SUBSTANCES:

SHALL COMPLY WITH APPLICABLE SUBSECTIONS OF SECTION 570 OF THE SPECIFICATIONS.

PROCEDURES FOR APPLYING FERTILIZERS AND PESTICIDES. THE PROPOSED PROCEDURES

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL DESCRIBE THE

2.C.4 FERTILIZERS AND PESTICIDES:

WASTE DISPOSAL, AND SANITARY SEWER OR SEPTIC SYSTEMS.

PROPOSED PROCEDURES TO COMPLY WITH APPLICABLE STATE AND LOCAL REGULATIONS FOR

IN THE SECTION 104 EROSION CONTROL PLAN, THE CONTRACTOR SHALL DESCRIBE THE

SEPTIC TANK REGULATIONS:

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

AND MILLING OPERATIONS.

*USING ROADWAY SWEEPERS DURING DUST GENERATING ACTIVITIES SUCH AS EXCAVATION

*STABILIZING CONSTRUCTION ENTRANCES ACCORDING TO SPECIFICATION SECTION 104.

*REMOVING EXCESS DIRT FROM ROADS DAILY.

*COVERING LOADED HAUL TRUCKS WITH TARPAULINS.

UNLESS OTHERWISE APPROVED BY THE ENGINEER.

GENERATING DUST. THE PROPOSED METHODS SHALL INCLUDE AT LEAST THE FOLLOWING,

PROPOSED METHODS FOR MINIMIZING OFFSITE VEHICLE TRACKING OF SEDIMENTS AND

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL DESCRIBE THE

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

OFF THE PROJECT SITE BUT NOT IN SURFACE WATERS, OR WETLANDS.

*DISPOSING OF SOLID MATERIALS INCLUDING BUILDING AND CONSTRUCTION MATERIALS

EPA’S STANDARD PRACTICES AS DETAILED BY THE MANUFACTURER.

*DISPOSING OF ALL FERTILIZER OR OTHER CHEMICAL CONTAINERS ACCORDING TO THE

CONSTRUCTION ACTIVITIES.

*PROVIDING LITTER CONTROL AND COLLECTION WITHIN THE PROJECT DURING

ENGINEER:

SHALL INCLUDE AT LEAST THE FOLLOWING, UNLESS OTHERWISE APPROVED BY THE

BUILDING MATERIALS, TO WATERS OF THE UNITED STATES. THE PROPOSED METHODS

PROPOSED METHODS TO PREVENT THE DISCHARGE OF SOLID MATERIALS, INCLUDING

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL DESCRIBE THE

R/W

APP. R/W

PROP

R/W

APP. T.C.E.

34%

10%

ESCAMBIA 430468-1-58-01

CERTIFICATE OF AUTHORIZATION 26889

PENSACOLA FL 32503

3298 SUMMIT BLVD, STE 32

SIGMA CONSULTING GROUP INC.

P.E. LICENSE NUMBER 57353

JASON L. LASHLEY, P.E.

PHILLIPS

O.C.

2/27/2024FAvera Z:\Projects Directory\180904 - Occie Phillips Bridge Replacement\01800 (CAD Drawings)\DWG\OC Phillips to Eric S\S&PM SHEET.dgn1:37:41 PM

REVISIONS

DATE DESCRIPTION

24.00'

12.00' 12.00'5.00' 5.00'

34.00'

24.00'

12.00' 12.00'5.00' 5.00'

34.00'

TYPICAL SECTIONS

MARKING & DRIVEWAY

SIGNING & PAVEMENT

GRADE

PROPOSED MAINLINE DRIVEWAY

DRIVEWAY GRADE

TEMPORARY DETOUR

INV. ELV. = 95.40

UNDER TEMPORARY DRIVEWAY

TEMPORARY 24" SIDEDRAIN

INV. ELV. = 95.14

UNDER PROPOSED DRIVEWAY

PROPOSED 24" SIDEDRAIN

LANE

EDGE OF TRAVEL

LANE

EDGE OF TRAVEL

LANE

EDGE OF TRAVEL

6" SOLID WHITE THERMOPLASTIC

STA. 48+16.87 - STA. 51+82.01

STA. 40+00.00 - STA. 47+01.87

SIGNING & PAVEMENT MARKING SECTION

O.C. PHILLIPS ROAD DETOUR TYPICAL

6" DOUBLE SOLID YELLOW THERMOPLASTIC

6" SOLID WHITE THERMOPLASTIC

6" SOLID WHITE PAINT

6" DOUBLE SOLID YELLOW PAINT

6" SOLID WHITE PAINT

DRIVEWAY SECTION

STATION 19+80.00

SIGNING & PAVEMENT MARKING NOTES

EDGE OF ROADWAY SHOULDER

SHOULDER

EDGE OF ROADWAY

SHOULDER

EDGE OF ROADWAY

SHOULDER

EDGE OF BRIDGE

SHOULDER

EDGE OF BRIDGE

1'-4" 1'-4"

36'-8"

STA. 14+22.21 - STA. 26+00.00

SIGNING & PAVEMENT MARKING SECTION

O.C. PHILLIPS ROAD & BRIDGE TYPICAL

NO 706-001

PER FDOT INDEX

ON ROADWAY & DETOUR

2. RPMs TO BE PLACED

LIMIT OF 20 M.P.H.

HAVE A POSTED SPEED

1. TEMPORARY DETOUR SHALL

3298 SUMMIT BLVD, STE 32

SIGMA CONSULTING GROUP INC.

P.E. LICENSE NUMBER 57353

JASON L. LASHLEY, P.E.

PHILLIPS

O.C.

Natural Ground

1:3

EXISTING DIRT ROAD

OCCIE PHILLIPS ROAD

0.020.02 0.06

LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

12' 12'

TEMPORARY DETOUR

:2

GRADE POINT

DETOUR

0.06

DETOUR �

20±

SOD

VARIES

1:3

12' 12'

TEMPORARY DETOUR

GRADE POINT

DETOUR

DETOUR �

SOD

VARIES

0.06 0.020.02

0.061 :2

LIMITS OF CONSTRUCTION

R/W VARIES (124' MIN.)

LIMITS OF CONSTRUCTION

PROPOSED �

12' 12'

PERMANENT LANES

PAVT.

SHLDR.

5'

1:2

0.06 0.020.02

0.06

10'

1:

PHASE I TRAFFIC CONTROL PLAN NOTES:

EXISTING ROADWAY

ROADWAY AND TEMPORARY BRIDGE WHILE MAINTAINING TRAFFIC ON THE

PHASE I TRAFFIC CONTROL CONSISTS OF CONTRUCTING THE DIVERSION

TYPICAL SECTION NOTES:

PHASE II TRAFFIC CONTROL PLAN NOTES:

TYPICAL SECTION NOTES:

INSTALL EROSION CONTROL BLANKET ON SLOPES EQUAL TO OR STEEPER THAN 1:2

Z:\Projects Directory\180904 - Occie Phillips Bridge Replacement\01800 (CAD Drawings)\DWG\OC Phillips to Eric S\TYPSRD03 - DETOUR.dgnFAvera 2/27/2024 1:37:41 PM Default

ESCAMBIA

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

STA. 48+22.45 TO STA. 51+82.01

STA. 40+00.00 TO STA. 46+93.29

OCCIE PHILLIPS ROAD

TYPICAL SECTION : PHASE I

TEMPORARY TRAFFIC CONTROL DIVERSION

STA. 48+22.45 TO STA. 51+82.01

STA. 40+00.00 TO STA. 46+93.29

OCCIE PHILLIPS ROAD

TYPICAL SECTION NO. 1 PHASE II

TEMPORARY TRAFFIC CONTROL DIVERSION

APPARENT R/W LINE TCE LINEAPPARENT R/W LINE

APPARENT R/W VARIES TCE VARIES

INSTALL EROSION CONTROL BLANKET ON SLOPES EQUAL TO OR STEEPER THAN 1:2

* PAVEMENT ONLY REQUIRED IN AREAS WHERE BARRIER WALL IS REQUIRED (SEE TABLE)

PROPOSED R/W LINE

TCE LINE

TEMPORARY ROADWAY AND BRIDGE.

ROADWAY AND BRIDGE WHILE MAINTAINING TRAFFIC ON THE

PHASE II TRAFFIC CONTROL CONSISTS OF CONTRUCTING THE FINAL

SHLDR.

*5'

PAVT.

SHLDR.

5'

SHLDR.

5'

SHLDR.

*5'

SHLDR.

5'

TYPICAL SECTION

TEMPORARY TCP PHASE I & II

DITCH (3:1)

REMOVE DETOUR & REGRADE

COMPLETE PERMANENT LANES,

1:3

TYPE 12.5 SP STRUCTURAL COURSE (2")

12" TYPE "B" STABILIZATION LBR 40

8" AGGREGATE BASE

12" TYPE "B" STABILIZATION LBR 40

8" AGGREGATE BASE

TYPE 12.5 SP STRUCTURAL COURSE (2")

PHASE II BARRIER WALL TABLE

PHASE I BARRIER WALL TABLE

LT 50+43.77 48+64.37 DETOUR

LT 46+54.37 41+43.91 DETOUR

LT/RTSTA STA TOALIGNMENT

RT 24+66.29 22+14.75 MAINLINE

RT 21+14.88 15+63.91 MAINLINE

LT/RTSTA STA TOALIGNMENT

P I

S

T A

.7

P C

S

T A

.2

P T

S

T A

.1

P I

S

T A

.1

P C

S

T A

.0

P I

S

T A

.5

P C

S

T A

.0

P T

S

T A

.5

P C

S

T A

.2

P T

S

T A

.1

P C

S

T A

.0

PI STA. = 40+48.70

T = 48.70

L = 96.55

R = 300.00

PC STA. = 40+00.00

PT STA. = 40+96.55

PI STA. = 42+12.11

T = 48.85 L = 96.86 R = 300.00

PC STA. = 41+63.25

PT STA. = 42+60.11

DETOUR CURVE #1 DETOUR CURVE #2

66.70

48.89

N 10 40

Feet

.1

.4

.8

.3

.8

.3

.9

.5

.2

.9

.7

.5

.3

.2

.1

.1

.1

.2

.3

.4

.6

.9

.1

.5

.8

P I

.1

E L

.1

(-) 3.275% (+) 2.000%

K = 92

.0

E

L

.1

486.29' V.C.

ESCAMBIA 430468-1-58-01

CERTIFICATE OF AUTHORIZATION 26889

PENSACOLA FL 32503

3298 SUMMIT BLVD, STE 32

SIGMA CONSULTING GROUP INC.

P.E. LICENSE NUMBER 57353

JASON L. LASHLEY, P.E.

F O

R

C

O N

T I N

U A

T I O

N

S

E E

S

H E

E T

M A

T C

H L I N

E

S

T A

T I O

N

.0

44+0043+0042+0041+0040+00

EXISTING WETLANDS

PHILLIPS

O.C.

VERTICAL SCALE = 1" - 20'

EXISTING GROUND @ DETOUR ¡ CONSTRUCTION

PHASE I

TRAFFIC CONTROL PLAN

EXISTING TREELINE

APPARENT R.O.W.

DETOUR PROFILE GRADE

DIRT ROAD

EXISTING EDGE OF

(TO BE RELOCATED BY E.R.E.C.)

EXISTING OVERHEAD ELECTRIC

PROPOSED R.O.W.

PROPOSED R.O.W.

2/27/2024FAvera Z:\Projects Directory\180904 - Occie Phillips Bridge Replacement\01800 (CAD Drawings)\DWG\OC Phillips to Eric S\TCPLRD01.dgn1:37:43 PM

REVISIONS

DATE DESCRIPTION

DETOUR ¡

STATION 40+00.00 =

BEGIN DETOUR

STATION 14+26.75, 0.00 OFFSET

C.L. CONSTRUCTION

EREC)

(TO BE RELOCATED BY

EXISTING WATERLINE

FRONTIER)

(TO BE RELOCATED BY

EXISTING TELEPHONE

20 21 22 23 24

45 46

P T

S

T A

.9

47 48 49 P C

S

T A

.3

P T

S

T A

.6

P I

S

T A

.1

P T

S

T A

.9

P C

S

T A

.3

P T

S

T A

.6

PI STA. = 44+72.58

T = 163.58 L = 326.99 R = 4,050.00

PC STA. = 43+09.00

PT STA. = 46+35.99

PI STA. = 49+84.13

T = 55.75

L = 110.23

R = 300.00

PC STA. = 49+28.38

PT STA. = 50+38.62

DETOUR CURVE #3 DETOUR CURVE #4

292.39

N 10 40

Feet

.6

.2

.8

.4

.0

.0

.0

.0

.0

.0

.0

.8

.2

.5

.7

.9

.0

.9

.8

.6

.5

.3

P I

.2

E L

.0

(+) 2.000% (-) 0.000%

100' V.C.

K = 50

P I

.3

E L

.0

(-) 0.000% (-) 0.700%

.2

E

L

.0

.2

E

L

.0

.2

E

L

.0

.2

P I

.5

(-) 0.700%

.5

E

L

.3

.2

.3

.6

.9

.4

.9

ESCAMBIA 430468-1-58-01

CERTIFICATE OF AUTHORIZATION 26889

PENSACOLA FL 32503

3298 SUMMIT BLVD, STE 32

SIGMA CONSULTING GROUP INC.

P.E. LICENSE NUMBER 57353

JASON L. LASHLEY, P.E.

F O

R

C

O N

T I N

U A

T I O

N

S

E E

S

H E

E T

M A

T C

H L I N

E

S

T A

T I O

N

.0

49+0048+0047+0046+0045+00

EXISTING WETLANDS

PHILLIPS

O.C.

VERTICAL SCALE = 1" - 20'

F O

R

C

O N

T I N

U A

T I O

N

S

E E

S

H E

E T

M A

T C

H L I N

E

S

T A

T I O

N

.0

EXISTING GROUND @ ¡ OF DETOUR CONSTRUCTION

50+00

PHASE I

TRAFFIC CONTROL PLAN

S T

A T I

O N

S T

A

M P

O R

A

I

D G

E

STA. 47+04.37

BEGIN TEMPORARY BRIDGE

STA. 48+14.37

END TEMPORARY BRIDGE

DETOUR PROFILE GRADE

EXISTING BRIDGE

EXISTING TREELINE

APPARENT R.O.W.

TEMPORARY DRIVEWAY

CONSTRUCT 65 SY OF

E

M P

O R

A

I

D G

E

(TO BE RELOCATED NY E.R.E.C.)

EXISTING OVERHEAD ELECTRIC

DETOUR ¡

PROPOSED R.O.W.

PROPOSED R.O.W.PROPOSED T.C.E.

2/27/2024FAvera Z:\Projects Directory\180904 - Occie Phillips Bridge Replacement\01800 (CAD Drawings)\DWG\OC Phillips to Eric S\TCPLRD02.dgn1:37:44 PM

REVISIONS

DATE DESCRIPTION

EXISTING WETLANDS

OF DIRT ROAD

EXISTING EDGE

INV EL: 95.87

CONSTRUCT M.E.S. (4:1)

INV EL: 95.80

CONSTRUCT M.E.S. (4:1)

CONSTRUCT 24" SIDEDRAIN (45 LF)

INV EL: 96.32

SLOT EL: 97.82

TOP EL: 98.32

CONSTRUCT TYPE "C" DBI

INV EL: 96.10

CONSTRUCT M.E.S. (4:1)

(48 LF @ 0.3%)

CONSTRUCT 18" PIPE

B-1

B-3

B-2

B-4

BY FRONTIER)

(TO BE RELOCATED

EXISTING TELEPHONE

BY EREC)

(TO BE RELOCATED

EXISTING WATERLINE

(14.00 LT/RT)

TL-2 PARALLEL TERMINAL

BEGIN GR. STA. 46+54.37

(12.81 LT/RT)

TL-2 APPRH. TRANS

BEGIN GR. STA. 48+14.37

(14.00 LT/RT)

TL-2 PARALLEL TERMINAL

END GR. STA. 48+64.37

(12.81 LT/RT)

TL-2 APPRH. TRANS

END GR. STA. 47+04.37

25 26 27 28 29 30

P C

S

T A

.8

51 P T

S

T A

.0

P I

S

T A

.5

P C

S

T A

.8

P T

S

T A

.0

CURVE DATA DETOURDEC35

PI STA. = 51+28.55

T = 55.75 L = 110.23 R = 300.00

PC STA. = 50+72.81

PT STA. = 51+83.04

.19

N 10 40

Feet

P I

.5

E L

.3

(-) 0.700% (+) 7.2 21%

K = 35

.0

E

L

.3

.6

.4

.3

.4

.5

.8

.1

276.5' V.C.

ESCAMBIA 430468-1-58-01

CERTIFICATE OF AUTHORIZATION 26889

PENSACOLA FL 32503

3298 SUMMIT BLVD, STE 32

SIGMA CONSULTING GROUP INC.

P.E. LICENSE NUMBER 57353

JASON L. LASHLEY, P.E.

51+00

EXISTING WETLANDS

EXISTING TELEPHONE

PHILLIPS

O.C.

VERTICAL SCALE = 1" - 20'

F O

R

C

O N

T I N

U A

T I O

N

S

E E

S

H E

E T

M A

T C

H L I N

E

S

T A

T I O

N

.0

EXISTING GROUND @ DETOUR ¡ CONSTRUCTION

PHASE I

TRAFFIC CONTROL PLANS

DETOUR ¡

DETOUR PROFILE GRADE

(TO BE PROTECTED)

EXISTING WATERLINE

(TO BE RELOCATED BY E.R.E.C.)

EXISTING OVERHEAD ELECTRIC

(TO BE PROTECTED)

TELEPHONE PEDESTAL

APPARENT R.O.W.

EXISTING TREELINE

(TO BE RELOCATED BY E.R.E.C.)

EXISTING POWERPOLE

(TO BE RELOCATED BY E.R.E.C.)

EXISTING POWERPOLE

PROPOSED R.O.W.

PROPOSED R.O.W.

2/27/2024FAvera Z:\Projects Directory\180904 - Occie Phillips Bridge Replacement\01800 (CAD Drawings)\DWG\OC Phillips to Eric S\TCPLRD03.dgn1:37:45 PM

REVISIONS

DATE DESCRIPTION

EXISTING WETLANDS

ESCAMBIA COUNTY

STATION 26+01.02, 0.00 OFFSET

C.L. CONSTRUCTION

STATION 51+83.04 =

END DETOUR

R/W

PROP

R/W

PROP

R/W

PROP

R/W

PROP

R/W

PROP

R/W

APP.

R/W

APP.

R/W

APP.

R/W

APP.

R/W

APP.

R/W

APP.

R/W

APP.

R/W

APP.

T.C.E.

T.C.E.R/W

PROP

R/W

APP.

R/W

PROP

R/W

APP.

CERTIFICATE OF AUTHORIZATION 26889

PENSACOLA FL 32503

3298 SUMMIT BLVD, STE 32

SIGMA CONSULTING GROUP INC.

P.E. LICENSE NUMBER 57353

JASON L. LASHLEY, P.E.

PHILLIPS

O.C.

ESCAMBIA 430468-1-58-01

¡ CONST

¡ CONST¡ CONST

¡ CONST

98 98

105 105

DETOUR ¡ EL = 99.96'

DETOUR ¡ EL = 99.18'

40 32 24 16 8 0 8 16 24 32 40 40 32 24 16 8 0 8 16 24 32 40

= 1"=20'VERTICAL

HORIZONTAL = 1"=40'

SCALE:

EXIST ¡ EL = 104.10'

EXIST ¡ EL = 104.79'

EXIST ¡ EL = 99.70'

EXIST ¡ EL = 100.74'

EXIST ¡ EL = 102.42'

72645648 80

DIVERSION CROSS SECTIONS

TEMPORARY TCP PHASE I

DETOUR STA. 40+74.01

STA. 15+00.00

DETOUR STA. 41+79.06

STA. 16+00.00

DETOUR STA. 42+80.05

STA. 17+00.00

STA. 14+00.00

DETOUR ¡ EL = 102.08'

2/27/2024FAvera Z:\Projects Directory\180904 - Occie Phillips Bridge Replacement\01800 (CAD Drawings)\DWG\OC Phillips to Eric S\RDXSSH01 - PHASE I.dgn1:37:46 PM

REVISIONS

DATE DESCRIPTION

968856 4856 48 96888072645648

40 32 24 16 8 0 8 16 24 32 40 72645648 80 968856 4840 32 24 16 8 0 8 16 24 32 4056 48 96888072645648

DETOUR ¡ EL = 104.10'

DETOUR STA. 40+00.00

STA. 14+23.75

DITCH EL = 100.50'

DITCH EL = 98.70'

DITCH EL = 97.70'

DITCH EL = 96.70'

R/W

PROP

R/W

PROP

R/W

PROP

R/W

PROP

R/W

PROP

R/W

PROP

R/W

PROP

R/W

APP.

R/W

APP.

R/W

APP.

R/W

APP.

R/W

APP.

R/W

APP.

R/W

APP. R/W

APP.

T.C.E.

T.C.E.

T.C.E.

T.C.E.

R/W

PROP

R/W

APP. R/W

PROP

R/W

APP. T.C.E.

CERTIFICATE OF AUTHORIZATION 26889

PENSACOLA FL 32503

3298 SUMMIT BLVD, STE 32

SIGMA CONSULTING GROUP INC.

P.E. LICENSE NUMBER 57353

JASON L. LASHLEY, P.E.

PHILLIPS

O.C.

ESCAMBIA 430468-1-58-01

¡ CONST

¡ CONST¡ CONST

¡ CONST

40 32 24 16 8 0 8 16 24 32 4040 32 24 16 8 0 8 16 24 32 40

= 1"=20'VERTICAL

HORIZONTAL = 1"=40'

SCALE:

EXIST ¡ EL = 99.06'

EXIST ¡ EL = 98.67'

EXIST ¡ EL = 99.08'

EXIST ¡ EL = 100.79'

96 96

DIVERSION CROSS SECTIONS

TEMPORARY TCP PHASE I

DETOUR STA. 45+76.60

STA. 20+00.00

DETOUR STA. 44+77.90

STA. 19+00.00

DETOUR STA. 43+79.19

STA. 18+00.00

DETOUR STA. 46+75.83

STA. 21+00.00

DETOUR STA. 48+28.24

STA. 22+52.41

DETOUR ¡ EL: 102.67'

DETOUR ¡ EL: 100.80'

DETOUR ¡ EL: 99.49'

DETOUR ¡ EL: 103.97'

DETOUR ¡ EL: 103.88'

2/27/2024FAvera Z:\Projects Directory\180904 - Occie Phillips Bridge Replacement\01800 (CAD Drawings)\DWG\OC Phillips to Eric S\RDXSSH02 - PHASE I.dgn1:37:46 PM

REVISIONS

DATE DESCRIPTION

40 32 24 16 8 0 8 16 24 32 4056 48 96888072645648

40 32 24 16 8 0 8 16 24 32 4056 48 96888072645648 40 32 24 16 8 0 8 16 24 32 4056 48 96888072645648

40 32 24 16 8 0 8 16 24 32 4056 48 96888072645648

ENGINEERING DEPARTMENT

ESCAMBIA COUNTY

EXIST ¡ EL = 99.90'

647280

647280 647280

647280

INV. ELV. = 95.80

TEMPORARY SIDEDRAIN

34%

DITCH EL = 96.40'

DITCH EL = 96.10' DITCH EL = 95.10'

DITCH EL = 94.50'

R/W

PROP

R/W

PROP

R/W

PROP

R/W

PROP

R/W

PROPR/W

APP.

R/W

APP.

R/W

APP.

R/W

APP.

R/W

APP.

R/W

APP.

T.C.E.

T.C.E.

CERTIFICATE OF AUTHORIZATION 26889

PENSACOLA FL 32503

3298 SUMMIT BLVD, STE 32

SIGMA CONSULTING GROUP INC.

P.E. LICENSE NUMBER 57353

JASON L. LASHLEY, P.E.

PHILLIPS

O.C.

ESCAMBIA 430468-1-58-01

0 40

¡ CONST

¡ CONST

PROP ¡ EL: 103.51'

PROP ¡ EL: 106.45'

PROP ¡ EL: 112.32'

40 824 1632 8 16 24 32

= 1"=20'VERTICAL

HORIZONTAL = 1"=40'

SCALE:

EXIST ¡ EL = 104.32'

EXIST ¡ EL = 107.75'

EXIST ¡ EL = 112.32'

6448 56 72 80

DETOUR STA. 51+83.06

STA. 26+00.00

DETOUR STA. 50+81.11

STA. 25+00.00

DETOUR STA. 49+76.02

STA. 24+00.00

2/27/2024FAvera Z:\Projects Directory\180904 - Occie Phillips Bridge Replacement\01800 (CAD Drawings)\DWG\OC Phillips to Eric S\RDXSSH03 - PHASE I.dgn1:37:47 PM

REVISIONS

DATE DESCRIPTION

4856 9688

0 4040 824 1632 8 16 24 32 6448 56 72 804856 9688

ENGINEERING DEPARTMENT

ESCAMBIA COUNTY

DIVERSION CROSS SECTIONS

TEMPORARY TCP PHASE I

DITCH EL = 99.50'

DITCH EL = 105.20'

DITCH EL = 108.00'

R/W

PROP

R/W

PROP

R/W

PROP

R/W

PROP

R/W

PROP

R/W

APP.

R/W

APP.

R/W

APP.

R/W

APP.

R/W

APP.

R/W

APP.

R/W

APP.

R/W

APP.

T.C.E.

T.C.E.R/W

PROP

R/W

APP.

R/W

PROP

R/W

APP.

CERTIFICATE OF AUTHORIZATION 26889

PENSACOLA FL 32503

3298 SUMMIT BLVD, STE 32

SIGMA CONSULTING GROUP INC.

P.E. LICENSE NUMBER 57353

JASON L. LASHLEY, P.E.

PHILLIPS

O.C.

ESCAMBIA 430468-1-58-01

¡ CONST

¡ CONST¡ CONST

¡ CONST

98 98

105 105

PROP ¡ EL = 104.79'

PROP ¡ EL = 104.19'

PROP ¡ EL = 102.84'

PROP ¡ EL = 102.00'

PROP ¡ EL = 102.20'

40 32 24 16 8 0 8 16 24 32 40 40 32 24 16 8 0 8 16 24 32 40

= 1"=20'VERTICAL

HORIZONTAL = 1"=40'

SCALE:

EXIST ¡ EL = 104.19'

EXIST ¡ EL = 104.79'

EXIST ¡ EL = 99.70'

EXIST ¡ EL = 100.74'

EXIST ¡ EL = 102.42'

72645648 80

DIVERSION CROSS SECTIONS

TEMPORARY TCP PHASE II

STA. 14+00.00

DETOUR STA. 40+74.01

STA. 15+00.00

DETOUR STA. 41+79.06

STA. 16+00.00

DETOUR STA. 42+80.05

STA. 17+00.00

DETOUR ¡ EL = 102.08'

DETOUR ¡ EL = 99.96'

DETOUR ¡ EL = 99.18'

807264564840

2/27/2024FAvera Z:\Projects Directory\180904 - Occie Phillips Bridge Replacement\01800 (CAD Drawings)\DWG\OC Phillips to Eric S\RDXSSH01 - PHASE II.dgn1:37:47 PM

REVISIONS

DATE DESCRIPTION

40 32 24 16 8 0 8 16 24 32 40 72645648 8040 32 24 16 8 0 8 16 24 32 40 807264564840

88 9656 4856 48 88 96

56 48 88 96 56 48 88 96

ENGINEERING DEPARTMENT

ESCAMBIA COUNTY

DETOUR STA. 40+00.00

STA. 14+26.75

DITCH EL = 96.70'

DITCH EL = 97.70'

DITCH EL = 98.70'

DITCH EL = 100.50'

DITCH EL = 99.40'

DITCH EL = 98.90'

R/W

PROP

R/W

PROP

R/W

PROP

R/W

PROP

R/W

PROP

R/W

PROP

R/W

PROP

R/W

APP.

R/W

APP.

R/W

APP.

R/W

APP.

R/W

APP.

R/W

APP.

R/W

APP. R/W

APP.

T.C.E.

T.C.E.

T.C.E.

T.C.E.

R/W

APP.

R/W

APP.

R/W

PROP

R/W

PROP

T.C.E.

R/W

PROP

R/…