Addendum_4,_Roadway_Plans,_Olive_Road_PHI,_2026-7-2.pdf

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SANTA ROSA COUNTY

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GULF ISLANDS NATIONAL SEASHORE

GULF IS

LANDS NATIONAL SEASHORE

AQUATIC PRESERVE

FORT PICKENS

SITE 8-A

OLF

INTRACOASTAL WATERWAY

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ESCAMBIA COUNTY

Old R ive r

Pop. 1,714

CENTURY

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PENSACOLA

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Santa Ro sa Sound

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ESCAMBIA COUNTY, FLORIDA

PLANS PROPOSED FOR

VICINITY MAP

CONSTRUCTION MANAGEMENT DIVISION

BOARD OF COUNTY COMMISSIONERS

DISTRICT TWO

DISTRICT ONE

DISTRICT FIVE

DISTRICT FOUR

DISTRICT THREE

COMMISSIONERS

LUMON MAY

ENGINEERING DEPARTMENT

I-10

SHEET NO. & DESCRIPTION

INDEX OF PLANS

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OLIVE RD.

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PROJECT MANAGER:

PROJECT ENGINEER:

SECTION / TOWNSHIP / RANGE: DISTRICT:

REG FLA ENG NO:

3 & 418, 20, & 21 / 1S / 30W

ALEXANDER J. WELFLE 86552

PHONE NUMBER

PLANS PREPARED BY:

CERTIFICATE OF AUTHORIZATION NO.: 4877

PENSACOLA, FL 32502

226 S. PALAFOX PLACE, FLOOR 6

MOFFATT & NICHOL

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850-595-3495

N.T.S.

N.T.S.

SHEET

OLIVE ROAD

STA. 252+06.95

END PROJECT

CONTRACT PLAN COMPONENTS

GOVERNING STANDARD PLANS:

MICHAEL SEGARS

MIKE KOHLER

RELATED DOCUMENTS OR THE ESCAMBIA COUNTY TECHNICAL SPECIFICATIONS.

SPECIFICATION REFERED HEREIN OR OTHERWISE LISTED IN THESE PLANS OR

COVENANTS, SHALL BE EXCLUDED AND NOT APPLICAPABLE TO ANY

CONSTRUCTION, LATEST EDITION, DIVISION 1, GENERAL REQUIREMENTS AND

ANY REFERENCE TO FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

ESCAMBIA COUNTY TECHNICAL SPECIFICATIONS.

THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE LATEST

AVAILABLE AT THE FOLLOWING WEBSITE: http://www.fdot.gov/design/standardplans STANDARD PLANS FOR ROAD CONSTRUCTION AND ASSOCIATED IRs ARE

ROAD AND BRIDGE CONSTRUCTION AND APPLICABLE INTERIM REVISIONS (IRs).

FLORIDA DEPARTMENT OF TRANSPORTATION, FY2026-27 STANDARD PLANS FOR

STREET IMPROVEMENT PROJECT

OLIVE ROAD

NOT ISSUED FOR CONSTRUCTION

STEVEN BARRY

ASHLEE HOFBERGER, CHAIR

STEVE STROBERGER, VICE CHAIR

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N

WATER AND SEWER PLANS

LANDSCAPE PLANS

ITS PLANS

SIGNALIZATION PLANS

SIGNING AND PAVEMENT MARKING PLANS

ROADWAY PLANS

PHASE I

SOLICITATION ID: PD 20-21.052

(FROM E OF CARPENTER CREEK TO N DAVIS HIGHWAY)

ROADWAY PLANS

OLIVE ROAD

STA. 191+90.00

BEGIN PROJECT

STA. 191+40.00

BEGIN CONSTRUCTION

ADDENDUM 4

JULY 2026

ADDENDUM:

DESCRIPTIONDATE

KEY SHEET ADDENDUM

7/2/26 ADDED SHEET NUMBER 2A TO THE INDEX

1 KEY SHEET

2 - 2A SIGNATURE SHEET

3 - 5 SUMMARY OF PAY ITEMS

6 - 7 TABULATION OF QUANTITIES

8 - 12 DRAINAGE MAP

13 - 19 TYPICAL SECTIONS

20 - 24 TYPICAL SECTION DETAILS

25 - 32 SUMMARY OF DRAINAGE STRUCTURES

33 OPTIONAL MATERIALS TABULATION

34 PROJECT LAYOUT

35 GENERAL NOTES

36 - 50 ROADWAY PLAN-PROFILE

51 - 93 DRAINAGE STRUCTURES

94 MAZUREK STORMWATER POND

95 - 96 DRAINAGE DETAILS

97 - 153 CROSS SECTIONS

154 - 170 TEMPORARY TRAFFIC CONTROL PLAN

171 - 173 STORMWATER POLLUTION PREVENTION PLAN

174 - 182 UTILITY ADJUSTMENTS

183 SUMMARY OF VERIFIED UTILITIES

184 - 185 SOIL SURVEY

186 - 189 REPORT OF CORE BORINGS

(REVISED 07/02/26)

WATER AND SEWER PLAN SHEETS: U-1, U-3 TO U-8

ITS PLAN SHEETS: IT-1 to IT-19

SIGNALIZATION PLAN SHEETS: SL-1, SL-2A, SL-3, SL-6, SL-8

ROADWAY PLAN SHEETS: 1, 2A, 3, 4, 13, 18, 24, 154

PROJECT ID: PD 20-21.052

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STATE OF

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No 86552

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W .J REDNA

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FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

SHEET NO. SHEET DESCRIPTION

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N A

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2A

ALEXANDER J. WELFLE, P.E. NO. 86552

PENSACOLA, FLORIDA 32502

226 SOUTH PALAFOX PLACE, FLOOR 6

MOFFATT & NICHOL

ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED ON ANY

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY:

THIS ITEM HAS BEEN DIGITALLY

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1 KEY SHEET

2A SIGNATURE SHEET

3 - 4 SUMMARY OF PAY ITEMS

13, 18 TYPICAL SECTIONS

24 TYPICAL SECTION DETAILS

154 TEMPORARY TRAFFIC CONTROL PLAN

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PAY ITEM NOTES

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THESE PAY ITEMS

MATERIAL, INCLUDING BUT NOT LIMITED TO POSTS, CORNER AND END/PULL POSTS, FENCING, AND TOP RAIL SHALL BE INCLUDED IN

LOCATIONS IDENTIFIED IN THE PLANS. PROPOSED FENCE SHALL MATCH EXISTING FENCE IN TERMS OF MATERIAL AND DESIGN. ALL

PAY ITEM 32 & 33 - FENCING AND GATES: CONTRACTOR SHALL COORDINATE WITH THE PROPERTY OWNER TO INSTALL NEW FENCE AT 5.

SIZE OF TREES AND ALL REMOVAL ITEMS BEFORE BIDDING.

COUNTY AT NO ADDITIONAL COST TO THE COUNTY. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE AMOUNTS, LOCATIONS,

12.38 ACRES. THE REMOVAL OF ANY ADDITIONAL IMPROVEMENTS IDENTIFIED ON SITE MAY BE ADDED AT THE REQUEST OF THE

A 10 FOOT VERTICAL CLEARANCE WITHIN 2 FEET OF THE SHARED USE PATH. AREA OF CLEARING AND GRUBBING IS ESTIMATED TO BE

CONSTRUCTION. ALL TREE LIMBS AND SHRUBS SHALL BE TRIMMED TO PROVIDE A 7 FOOT VERTICAL CLEARANCE OVER SIDEWALKS AND

VEGETATION, ASPHALT, DRAINAGE STRUCTURES, FENCING, POLES, BOLLARDS, TIRES, AND DEBRIS WITHIN THE LIMITS OF

TREES IDENTIFIED TO BE REMOVED, AS WELL AS CONFLICTING SHRUBS, CONFLICTING TREES THAT ARE UNDER 12" DIAMETER, OTHER

PAY ITEM 4 - CLEARING AND GRUBBING: A LUMP SUM PAY ITEM FOR THIS PROJECT AND SHALL INCLUDE, BUT NOT LIMITED TO, ALL 4.

STORMWATER SYSTEMS AS A RESULT OF CONSTRUCTION.

WILL ALSO INCLUDE MONITORING EXISTING PONDS AND CLEANING OUT SEDIMENT FROM CARPENTER CREEK AND DOWNSTREAM

METHODS IDENTIFIED IN THE STATE OF FLORIDA EROSION AND SEDIMENT CONTROL MANUAL, MOST RECENT VERSION. THIS PAY ITEM

BARRIERS, TURBIDITY BARRIERS, INLET PROTECTION SYSTEMS, CHECK DAMS, TEMPORARY RIP RAP, OR ANY OTHER EROSION CONTROL

BE FREE OF SEDIMENT AND DEBRIS PRIOR TO FINAL ACCEPTANCE. THESE ITEMS INCLUDE, BUT ARE NOT LIMITED TO, SEDIMENT

INSTALLED AND MAINTAINED BETWEEN THE WORK AREA AND ALL WETLAND AREAS. ALL STORMWATER PIPES AND STRUCTURES SHALL

BE PROTECTED TO KEEP SEDIMENT OUT OF THE DRAINAGE SYSTEM. A DOUBLE ROW OF SEDIMENT BARRIER WITH HAYBALES SHALL BE

CONFORMING TO THE STORMWATER POLLUTION PREVENTION PLAN THROUGHOUT THE DURATION OF CONSTRUCTION. ALL INLETS SHALL

PAY ITEM 3 - TEMPORARY EROSION CONTROL: THIS IS A LUMP SUM PAY ITEM WHICH SHALL INCLUDE ALL COSTS ASSOCIATED WITH 3.

COSTS ASSOCIATED WITH MAINTAINING A SAFE WORK ZONE AND ROADWAY DURING CONSTRUCTION.

PORTABLE CHANGEABLE MESSAGE SIGNS, FLAGGERS, LAW ENFORCEMENT OFFICERS, LABOR, UTILITY COORDINATION, AND ANY OTHER

DETECTION, SIGNALIZATION, STRIPING, DRAINAGE, ASPHALT, EARTHWORK, DETOURS, BARRICADES, BARRIER WALLS, ARROW BOARDS, TEMPORARY TRAFFIC CONTROL. THESE ITEMS INCLUDE, BUT ARE NOT LIMITED TO, TEMPORARY ITEMS SUCH AS SIGNAGE, TRAFFIC

PAY ITEM 2 - MAINTENANCE OF TRAFFIC: A LUMP SUM PAY ITEM WHICH SHALL INCLUDE ALL COSTS ASSOCIATED WITH THE 2.

WITH THE ABOVE SHALL BE INCLUDED IN THE COST OF MOBILIZATION. THIS ITEM SHALL INCLUDE PERFORMANCE AND PAYMENT BOND.

CONTRACTOR SHALL RETURN ALL SITES USED FOR THESE PURPOSES TO ORIGINAL CONDITION OR BETTER. ANY COSTS ASSOCIATED

PERMISSION TO USE OTHER SITES/PARCELS FOR LAYDOWN OR TEMPORARY EARTHWORK DISPOSAL INCLUDING SEDIMENT CONTROL. THE

MANPOWER, LAYDOWN, AND TEMPORARY EARTHWORK DISPOSAL AREAS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SELECT AND GAIN

PAY ITEM 1 - MOBILIZATION: A LUMP SUM PAY ITEM WHICH SHALL INCLUDE ALL COSTS ASSOCIATED WITH EFFORTS TO DELIVER 1.

MATERIAL IS ENCOUNTERED. THIS PAY ITEM REQUIRES APPROVAL BY ESCAMBIA COUNTY PRIOR TO PERFORMANCE.

PAY ITEM 35A - REMOVE AND REPLACE UNSUITABLE MATERIALS: THIS IS A CONTINGENT PAY ITEM, TO BE USED IF UNSUITABLE 9.

AND TABLE IN THE TYPICAL SECTION DETAILS SHEETS FOR INFORMATION ON THE THICKNESS.

PAY ITEM 23 - OVERBUILD: THE THICKNESS OF OVERBUILD VARIES THROUGHOUT THE PROJECT. SEE THE OVERBUILD DETAIL 8.

TREES AND TURF. SEE 365-DAY ESTABLISHMENT PERIOD MAINTENANCE PLAN NOTES IN THE LANDSCAPE PLANS.

PAY ITEM LD-4 - TEMPORARY IRRIGATION: THIS PAY ITEM IS TO BE UTILIZED DURING THE ESTABLISHMENT PERIOD FOR ALL 7.

GROUNDWATER.

ALSO INCLUDE ALL SAMPLING, TESTING AND PERMITTING COSTS NECESSARY TO SECURE A PERMIT FOR DISCHARGE OF PRODUCED

INSTALLATION, POND EXCAVATION, POND REGRADING, DRAINAGE STRUCTURE AND PIPING INSTALLATION THIS PAY ITEM SHALL

PAY ITEM D-29 - DEWATERING: A LUMP SUM PAY ITEM FOR DEWATERING FOR ALL CONSTRUCTION AREAS INCLUDING CULVERT 6.

IT

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LANDSCAPE

ITEMS

FDOT PAY DESCRIPTION UNIT QUANTITY

LD-1 0110 21 TREE PROTECTION BARRIER LF 1179

LD-2

LAGERSTROEMIA 'TONTO', 8-10' OVERALL HEIGHT

LANDSCAPE- TREES, CRAPE MYRTLE STANDARD/SINGLE

EA 29

LD-3 MULCH SY 97

LD-4 TEMPORARY IRRIGATION LS 1

OLIVE ROAD STREET IMPROVEMENT PROJECT

DRAINAGE

ITEMS

FDOT PAY DESCRIPTION UNIT QUANTITY

D-1 0425 1311 INLETS, CURB, TYPE P-1, <10' EA 5

D-2 0425 1331 INLETS, CURB, TYPE P-3, <10' EA 31

D-3 0425 1341 INLETS, CURB, TYPE P-4, <10' EA 3

D-4 0425 1351 INLETS, CURB, TYPE P-5, <10' EA 1

D-5 0425 1411 INLETS, CURB TYPE J-1, <10' EA 1

D-6 0425 1412 INLETS, CURB, TYPE J-1, >10' EA 2

D-7 0425 1431 INLETS, CURB, TYPE J-3, <10' EA 7

D-8 0425 1432 INLETS, CURB, TYPE J-3, >10' EA 5

D-9 0425 1441 INLETS, CURB, TYPE J-4, <10' EA 1

D-10 0425 1452 INLETS, CURB, TYPE J-5, >10' EA 2

D-11 0425 1523 INLETS, DT BOT, TYPE C,JBOT,>10' EA 2

D-12 0425 1531 INLETS, DT BOT, TYPE C MOD- BACK OF SIDEWALK,<10' EA 8

D-13 0425 1533 INLETS, DT BOT, TYPE C MOD- BACK OF SIDEWALK,JBOT,<10' EA 7

D-14 0425 1534 INLETS, DT BOT, TYPE C MOD- BACK OF SIDEWALK,JBOT,>10' EA 8

D-15 0425 1581 INLETS, DT BOT, TYPE H, <10' EA 1

D-16 0425 2 61 MANHOLES, P-8, <10' EA 4

D-17 0425 2 91 MANHOLES, J-8, <10' EA 4

D-18 0425 2 92 MANHOLES, J-8, >10' EA 3

D-19 0425 17 18 BACK OF SIDEWALK ENDWALL, 18" PIPE DIA. EA 2

D-20 0430175118 PIPE CULVERT, RCP,ROUND, 18"S/CD LF 3600

D-21 0430175124 PIPE CULVERT, RCP,ROUND, 24"S/CD LF 650

D-22 0430175130 PIPE CULVERT, RCP,ROUND, 30"S/CD LF 200

D-23 0430175136 PIPE CULVERT, RCP,ROUND, 36"S/CD LF 2000

D-24 0430175142 PIPE CULVERT, RCP,ROUND, 42"S/CD LF 1600

D-25 0430175218 PIPE CULVERT, RCP, ELLIP/ARCH, 14"x23" S/CD LF 130

D-26 0430175242 PIPE CULVERT, RCP, ELLIP/ARCH, 34"x53" S/CD LF 160

D-27 0430982125 MITERED END SECTION, RCP ROUND, 18" CD EA 3

D-28 0430982625 MITERED END SECTION, ELLIP/ARCH, 14"x23" CD EA 2

D-29 - DEWATERING LS 1

OLIVE ROAD STREET IMPROVEMENT PROJECT

ROADWAY

ITEMS

FDOT PAY DESCRIPTION UNIT QUANTITY

1 0101 1 MOBILIZATION (All Components) LS 1

2 0102 1 MAINTENANCE OF TRAFFIC (All Components) LS 1

3 - TEMPORARY EROSION CONTROL LS 1

4 0110 1 1 CLEARING AND GRUBBING LS 1

5 0110 4 10 REMOVAL OF EXISTING CONCRETE SY 750

6 0110 7 1 MAILBOX, F&I SINGLE EA 38

7 0120 1 REGULAR EXCAVATION CY 880

8 0120 6 EMBANKMENT CY 8000

9 0160 4 TYPE B STABILIZATION SY 14000

10 0285701 OPTIONAL BASE, BASE GROUP 01 SY 4500

11 0285708 OPTIONAL BASE, BASE GROUP 08 (Type B-12.5-5.5") SY 3900

12 0285713 OPTIONAL BASE, BASE GROUP 13 (Type B-12.5-8") SY 1400

13 0326 70 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 165

14 0327 70 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 790

15 0327 70 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 4350

16 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1.5" AVG DEPTH SY 1000

17 0327 70 15 MILLING EXISTING ASPHALT PAVEMENT, 2 3/4" AVG DEPTH SY 18000

18 0327 70 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH SY 140

19 0334 1 52

THICK)

SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC B, PG76-22 (MUP) (1.5"

SY 4200

20 0334 1 53 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C, PG76-22 (1" THICK) SY 4350

21 0334 1 53

THICK)

SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C, PG76-22 (1.5"

SY 2300

22 0334 1 53 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C, PG76-22 (2" THICK) SY 21350

23 0334 1 53

(OVERBUILD) (THICKNESS VARIES)

SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C, PG76-22

SY 19700

24 0337 7 82

FC-9.5, PG 76-22 (1" THICK)

ASPHALT CONCRETE FRICTION COURSE,TRAFFIC C,

SY 25650

25 0515 1 2 PIPE HANDRAIL - GUIDERAIL, ALUMINUM LF 225

26 0520 1 7 CONCRETE CURB & GUTTER, TYPE E LF 80

27 0520 1 10 CONCRETE CURB & GUTTER, TYPE F LF 10500

28 0520 70 CONCRETE TRAFFIC SEPARATOR, SPECIAL, VARIABLE WIDTH SY 25

29 0522 1 CONCRETE SIDEWALK AND DRIVEWAYS, 4" THICK SY 2600

30 0522 2 CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK SY 2850

31 0527 2 DETECTABLE WARNINGS SF 800

32 - FENCING LF 425

33 - 6'hX12'w DBL CHAIN LINK SWING GATE, (2) 6'w GATES EA 2

34 0570 1 2 PERFORMANCE TURF, SOD SY 10000

35 - SAW CUT EXISTING ASPHALT LF 15000

35A - REMOVE AND REPLACE UNSUITABLE MATERIALS CY 1000

OLIVE ROAD STREET IMPROVEMENT PROJECT

ITS

ITEMS

FDOT PAY DESCRIPTION UNIT QUANTITY

IT-1 630-2-11 CONDUIT, F&I, OPEN TRENCH LF 4720

IT-2 630-2-12 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE LF 1900

IT-3 633-1-121 FIBER OPTIC CABLE, F&I, UNDERGROUND,2-12 FIBERS LF 730

IT-4 633-1-123 FIBER OPTIC CABLE, F&I, UNDERGROUND,49-96 FIBERS LF 6400

IT-5 633-2-31 FIBER OPTIC CONNECTION, INSTALL, SPLICE EA 44

IT-6 633-3-11 FIBER OPTIC CONNECTION HARDWARE, F&I, SPLICE ENCLOSURE EA 3

IT-7 633-3-12 FIBER OPTIC CONNECTION HARDWARE, F&I, SPLICE TRAY EA 6

IT-8 633-3-15

PATCH PANEL

FIBER OPTIC CONNECTION HARDWARE, F&I, PRETERMINATED

EA 3

IT-8A 635-2-11 PULL & SPLICE BOX, F&I, 13" x 24" COVER SIZE EA 2

IT-9 635-2-12 PULL & SPLICE BOX, F&I, 24" X 36" COVER SIZE EA 14

IT-10 635-2-13

COVER SIZE

PULL & SPLICE BOX, F&I, 30" X 60" RECTANGULAR OR 36" ROUND

EA 3

IT-11 684-1-1 MANAGED FIELD ETHERNET SWITCH, FURNISH & INSTALL EA 2

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L

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-0 r o a d w a y

C E

S S

R D

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Y

D A

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A P P

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D B

Y

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L D B

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A G

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IG

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Y

C H

E C

K E

D

B

Y

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IS

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IC

T

SHEET

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IA

C

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Y F

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ID

A

P D

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G A

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L E T

O W

E R S

O U

T H P

A L

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IN

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D

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IO

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H

IP

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A N

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L A E

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F P

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PAY ITEM NOTES

S I-

U -4

U -6

U P

D A

T E

D P

A Y I

T E

M N

O T

E S

U P

D A

T E

D P

A Y I

T E

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D Q

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IT

IE

S F

O R S I-

/0

/2

IN CONFLICT WITH PROPOSED WORK OR OUTSIDE THE TRAVEL LANES OF OLIVE RD.

INCLUDING ANY AND ALL CONDUIT CONTAINED WITHIN THE DUCTBANK, CONCRETE, AND OTHER DUCT BANK MATERIALS, PAY ITEM U-6 - THIS PAY ITEM SHALL INCLUDE THE REMOVAL AND DISPOSAL OF ABANDONED AT&T DUCT BANK, 4.

GRADE.

OUTSIDE OF THE TRAVEL LANES OF OLIVE ROAD, INCLUDING REMOVAL, DISPOSAL, AND EMBANKMENT TO THE PROPOSED

PAY ITEM U-5 - THIS PAY ITEM SHALL INCLUDE ALL WORK NECESSARY TO REMOVE ABANDONED AT&T MANHOLES 3.

TRAVEL LANES OF OLIVE RD.

PAY ITEM U-4 - THIS PAY ITEM SHALL INCLUDE FILLING ALL ABANDONED AT&T MANHOLES AND DUCTBANK WITHIN THE 2.

ALL MATERIALS, APPLICATION, CURING, PROTECTION, AND ALL INCIDENTALS NECESSARY TO COMPLETE THE WORK.

AND PLACEMENT OF PAVEMENT MARKINGS. INCLUDING BUT NOT LIMITED TO PREPARING THE SURFACES, FURNISHING

PAY ITEM S-8 - PAINTED PAVEMENT MARKINGS, FINAL SURFACE: A LUMP SUM PAY ITEM WHICH INCLUDES FURNISHING 1.

OLIVE ROAD STREET IMPROVEMENT PROJECT

SIGNALIZATION

ITEMS

FDOT PAY DESCRIPTION UNIT QUANTITY

SI-1 630-2-11 CONDUIT, F&I, OPEN TRENCH LF 380

SI-2 630-2-12 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE LF 515

SI-3 632-7-1

INSTALL

SIGNAL CABLE - NEW OR RECONSTRUCTED INTERSECTION, FURNISH &

PI 2

SI-4 632-7-6 SIGNAL CABLE, REMOVE- INTERSECTION PI 2

SI-5 635-2-11 PULL & SPLICE BOX, F&I, 13" x 24" COVER SIZE EA 25

SI-6 639-1-122

CONTRACTOR

ELECTRICAL POWER SERVICE, F&I, UNDERGROUND, METER PURCHASED BY

AS 2

SI-7 639-2-1 ELECTRICAL SERVICE WIRE, FURNISH & INSTALL LF 60

SI-8 641-2-12 PRESTRESSED CONCRETE POLE, F&I, TYPE P-II SERVICE POLE EA 2

SI-9 641-2-80

GREATER

PRESTRESSED CONCRETE POLE, COMPLETE POLE REMOVAL- POLE 30' AND

EA 4

SI-10 646-1-11 ALUMINUM SIGNALS POLE, PEDESTAL EA 8

SI-11 646-1-60 ALUMINUM SIGNALS POLE, REMOVE EA 4

SI-12 649-21-1 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, SINGLE ARM 30' EA 1

SI-13 649-21-3 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, SINGLE ARM 40' EA 1

SI-14 649-21-8 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, DOUBLE ARM 50'-40' EA 1

SI-15 649-21-12 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, DOUBLE ARM 60'-40' EA 1

SI-16 649-21-23 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, DOUBLE ARM 78'-40' EA 1

SI-17 650-1-34

SECTION, 1 WAY

VEHICULAR TRAFFIC SIGNAL, FURNISH & INSTALL POLYCARBONATE, 3

AS 15

SI-18 650-1-36

SECTION, 1 WAY

VEHICULAR TRAFFIC SIGNAL, FURNISH & INSTALL POLYCARBONATE, 4

AS 4

SI-19 650-1-38

SECTION STRAIGHT, 1 WAY

VEHICULAR TRAFFIC SIGNAL, FURNISH & INSTALL POLYCARBONATE, 5

AS 1

SI-20 653-1-11 PEDESTRIAN SIGNAL, F&I LED COUNT, 1 WAY AS 2

SI-21 653-1-12 PEDESTRIAN SIGNAL, F&I LED COUNT, 2 WAY AS 6

SI-22 654-2-21

& INSTALL- SOLAR, COMPLETE SIGN ASSY- SINGLE DIRECTION

MIDBLOCK CROSSWALK: RECTANGULAR RAPID FLASHING BEACON, FURNISH

AS 4

SI-23 654-2-22

& INSTALL- SOLAR, COMPLETE SIGN ASSEMBLY- BACK TO BACK

MIDBLOCK CROSSWALK: RECTANGULAR RAPID FLASHING BEACON, FURNISH

AS 2

SI-24 660-4-11

EQUIPMENT

VEHICLE DETECTION SYSTEM- VIDEO, FURNISH & INSTALL CABINET

EA 2

SI-25 660-4-12

EQUIPMENT

VEHICLE DETECTION SYSTEM- VIDEO, FURNISH & INSTALL ABOVE GROUND

EA 4

SI-26 665-1-11 PEDESTRIAN DETECTOR, FURNISH & INSTALL, STANDARD EA 14

SI-27 670-5-160 TRAFFIC CONTROLLER ASSEMBLY, F&I, NEMA W/STANDARD LOCK AS 2

SI-28 670-5-600 TRAFFIC CONTROLLER ASSEMBLY, REMOVE CONTROLLER WITH CABINET AS 2

SI-29 682-1-173 ITS CCTV CAMERA, NON-PRESSURIZED, IP, HIGH DEFINITION EA 2

SI-30 684-6-3 WIRELESS COMMUNICATION SYSTEM DEVICE, INSTALL EA 2

SI-31 685-1-14

CONVERSION WITH CABINET

UNINTERRUPTIBLE POWER SUPPLY, FURNISH AND INSTALL, ONLINE/DOUBLE

EA 2

SI-32 700-3-201 SIGN PANEL, FURNISH & INSTALL OVERHEAD MOUNT, UP TO 12 SF EA 7

SI-33 700-5-22

12-18 SF

INTERNALLY ILLUMINATED SIGN, FURNISH & INSTALL, OVERHEAD MOUNT,

EA 8

OLIVE ROAD STREET IMPROVEMENT PROJECT

ECUA - WATER MAIN

ITEMS

FDOT PAY DESCRIPTION UNIT QUANTITY

W-1 - 4" PVC C900 DR25 WATER MAIN LF 27

W-2 - 6" PVC C900 DR25 WATER MAIN LF 112

W-3 - 8" PVC C900 DR25 WATER MAIN LF 4742

W-4 - 6" DI C151 CL. 350 WATER MAIN LF 185

W-5 - 8" DI C151 CL. 350 WATER MAIN LF 1047

W-6 - 6" D.I. R.J. WATER MAIN LF 111

W-7 - 12" X 8" DI MJ REDUCER EA 1

W-8 - 4" DI MJ CAP EA 1

W-9 - 6" DI MJ CAP EA 6

W-10 - 8" DI MJ CROSS EA 1

W-11 - 8" DI MJ CAP EA 8

W-12 - 12" DI MJ CAP EA 1

W-13 - 8" X 4" DI MJ TEE EA 1

W-14 - 8" X 6" DI MJ TEE EA 6

W-15 - 8" X 8" DI MJ TEE EA 5

W-16 - 6" FIRE HYDRANT ASSEMBLY EA 7

W-17 - 8" FOSTER ADAPTER EA 1

W-18 - 12" FOSTER ADAPTER EA 1

W-19 - 4" MJ GATE VALVE W/ BOX EA 1

W-20 - 6" MJ GATE VALVE W/ BOX EA 13

W-21 - 8" MJ GATE VALVE W/ BOX EA 21

W-22 - 1" WM SERVICE LINE LF 1145

W-23 - 2" WM SERVICE LINE LF 170

W-24 - WATER METER RESET EA 41

W-25 - WATER VALVE BOX RESET EA 13

W-26 - SEWER VALVE BOX RESET EA 2

W-27 - WM ABANDONMENT LF 9100

OLIVE ROAD STREET IMPROVEMENT PROJECT

SIGNING & PAVEMENT MARKING

ITEMS

FDOT PAY DESCRIPTION UNIT QUANTITY

S-1 0700 1111 SINGLE POST SIGN, F&I GROUND MT, UP TO 12 SF AS 22

S-2 0700 1500 SINGLE POST SIGN, RELOCATE AS 20

S-3 0700 1600 SINGLE POST SIGN, REMOVE AS 11

S-4 0700 3501 SINGLE POST SIGN, RELOCATE, UP TO 12 SF AS 2

S-5 0704 1 2 TUBULAR MARKER, DURABLE, 36" YELLOW POSTS EA 4

S-6 0706 1 3 RAISED PAVEMENT MARKER, TYPE B EA 816

S-7 0710 11290 PAINTED PAVEMENT MARKINGS, STD, YELLOW, ISLAND NOSE SF 27

S-8 0710 90 PAINTED PAVEMENT MARKINGS, FINAL SURFACE LS 1

S-9 0711 11123

AND ROUNDABOUT

THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" FOR CROSSWALK

LF 2704

S-10 0711 11124

AND CHEVRONS

THERMOPLASTIC, STANDARD, WHITE, SOLID, 18" FOR DIAGONALS

LF 345

S-11 0711 11125

AND CROSSWALK

THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE

LF 445

S-12 0711 11141 THERMO., STD., WHITE, GUIDE LINE, 6" (2/4) GM 0.029

S-13 0711 11241 THERMO., STD., YELLOW, GUIDE LINE, 6" (2/4) GM 0.087

S-14 0711 11160 THERMO., STD., MESSAGE OR SYMBOL EA 1

S-15 0711 11170 THERMO., STD., ARROWS EA 54

S-16 0711 11224

CHEVRONS

THERMOPLASTIC, STANDARD, YELLOW, SOLID, 18" FOR DIAGONAL OR

LF 418

S-17 0711 14125 THERMOPLASTIC, PREFORMED, WHITE, SOLID, 24" FOR CROSSWALK LF 1850

S-18 0711 14160 THERMO., PREFORMED, MESSAGE OR SYMBOL EA 2

S-19 0711 14170 THERMO., PREFORMED, ARROWS (BIKE THRU) EA 2

S-20 0711 16101 THERMOPLASTIC, STANDARD, OTHER SURFACES, WHITE, SOLID, 6" GM 2.625

S-21 0711 16131 THERMO., STD. - OTHER, WHITE, SKIP, 6" (10/30) GM 0.091

S-22 0711 16201 THERMOPLASTIC, STANDARD, OTHER SURFACES, YELLOW, SOLID, 6" GM 2.380

S-23 0711 16231 THERMOPLASTIC, OTHER SURFACES, YELLOW, SKIP, 6" GM 1.065

OLIVE ROAD STREET IMPROVEMENT PROJECT

UTILITIES

ITEMS

FDOT PAY DESCRIPTION UNIT QUANTITY

U-1 - ADJUST TO GRADE MANHOLES (ALL) EA 9

U-2 - ADJUST TO GRADE METERS & VALVES (ALL) EA 4

U-3 - ADJUST TO GRADE HANDHOLES-PEDS (ALL) EA 15

U-4 0121-70 FLOWABLE FILL (AT&T) CY 279.8

U-5 MANHOLE REMOVAL (AT&T) EA 4

U-6 DUCT BANK REMOVAL (AT&T) LF 5038

R O

V E

M E

N T P

R O J E

C T

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IV

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L

G N

A L

D

L E

G

A

C

P

O R

L

D D

A c t iv e -0 -0

-0 r o a d w a y

T Y

P S

R D

P H I .d g n p d o r s e y

N U

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N E

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C H

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K E

D

B

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C T M

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D

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T R

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T

SHEET

S

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M O

F F

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C A

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IA

C

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ID

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G A

S E

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L E T

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A L

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C E F

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(8 -3

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SAWCUT

EXIST. PAV'T.

1"

2.75"

MILLING

BEGIN PROJECT

ASPHALT FEATHERING DETAIL

S T

A

.0

F E

A T

H E

R I N

G B

E G

P

A

T H

E R I

G

A

.0

EXIST. R/W LINE

EXIST. R/W LINE

Natural Ground

11' 11'

VARIES (34'-35')

POINT

PROFILE GRADE

MILL & RESURFACING LIMITS

NATURAL GROUND

TRAFFIC DATA

DESIGN SPEED = 18 MPH (SHARED USE PATH)

DESIGN SPEED = 35 MPH

K = 9.0% D = 55.2% T = 5% (24 HOUR)

ESTIMATED DESIGN YEAR = 2045 AADT = 11,800

CURRENT YEAR = 2021 AADT = 11,800

MAX

1:6

� CONST. OLIVE RD

EXISTING BASE

(SEE DETAIL)

OVERBUILD

RESURFACING DETAIL

TYPE SP-9.5 STRUCTURAL COURSE (TRAFFIC C) (PG 76-22) (1")

OVERBUILD

THICKNESS VARIES (SEE OVERBUILD TABLE)

TYPE SP-12.5 OVERBUILD (TRAFFIC C)(PG 76-22)

EXISTING STABLIZATION MILLED SURFACE

VARIES VARIES

VARIES VARIES

MILLING DETAIL

PAVEMENT (1" MAX. DEPTH)

MILL EXISTING ASPHALT

SODSOD 5' 5'

MAX

1:6

2' SOD2' SOD

DROP CURB TRANSITION DETAIL

0'-5'

VARIES

SHLDR.

GUTTER TYPE F

DROP CURB &

TRANSITION DETAIL

SEE DROP CURB

EX. ASPHALT

SAW CUT

PAVEMENT

EXISTING ASPHALT

22'-32'

TRANSITION DETAIL

SEE DROP CURB

LEFT CURB SHOWN. RIGHT CURB OPPOSITE.

STA. 191+40.00 TO STA. 191+90.00

OLIVE ROAD

TYPICAL SECTION 1

BEGIN CONSTRUCTION BEGIN PROJECT

SAWCUT

P

IC

A L S

E C

T

IO

LEVEL

2' SOD

32'

OVERBUILD

1" STRUCTURAL

SECTION 2

SEE TYPICAL

NOT FLATTER THAN 1:6

PROPERTY OWNER,

SOD-1:2 OR TO SUIT

A D

D

/2 /2

W E

L F

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A D J U

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P -1

.5 T

O S

P -9 .5

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Natural Ground

MATCH EXISTING MATCH EXISTING

MILL & RESURFACING LIMITS

VARIES (30' MIN)

EXIST. R/W LINE

EXIST. R/W LINE

� CONST.

Natural Ground Natural GroundMATCH EXISTING MATCH EXISTING

VARIES (22' MIN)

EXIST. R/W LINE

EXIST. R/W LINE

� CONST.

VARIES (30' - 45')VARIES (30' - 45')

VARIES VARIES

WHITMIRE DRIVE (N & S)

CODY LANE (N) &

TYPICAL SECTION 6

RESURFACING DETAIL

TYPE SP-12.5 STRUCTURAL COURSE (TRAFFIC C) (PG 76-22) (1½")

WIDENING CONSTRUCTION

WIDENING CONSTRUCTION

SIDE STREETS & CURBED DRIVEWAYS

TYPICAL SECTION 7

OVERBUILD

THICKNESS VARIES (SEE SIDE STREET & CURBED DRIVEWAYS OVERBUILD TABLE)

TYPE SP-12.5 OVERBUILD (TRAFFIC C) (PG 76-22)

CURB & GUTTER TYPE F

CURB & GUTTER TYPE F

1:4 1:4

4" 4"

Ground

Natural

4"

WIDEN. 2'

ASPHALT

EXISTING

SAW-CUT

12" TYPE B STABILIZATION LBR 40 12" TYPE B STABILIZATION LBR 40

STABILIZATION LBR 40

12" TYPE B

4"

WIDEN.2'

ASPHALT

EXISTING

SAW-CUT

STABILIZATION LBR 40

12" TYPE B

CURB & GUTTER TYPE F

TYPE F

CURB & GUTTER

12" TYPE B STABILIZATION LBR 40

CURB & GUTTER TYPE F

RESURFACING LIMITS

4' MIN.

VARIES

4' MIN.

VARIES

EL ESTRECHO DR. (S), CITY NORTH APARTMENTS DRIVEWAY (N), ERNESTINE RD. (N)

CARPENTER CREEK HEADWATER PARK DRIVEWAYS (S), DOLLAR GENERAL DRIVEWAY (N), HEIRLOOM DR. (N) & (S), TYPE SP-12.5 STRUCTURAL COURSE (TRAFFIC C) (PG 76-22) (1½")

TYPE B-12.5 (5½")

(SEE PLANS FOR LIMITS OF WIDENING)

FRICTION COURSE FC 9.5 (PG 76-22) (1")

TYPE SP-12.5 STRUCTURAL COURSE (TRAFFIC C) (PG 76-22) (2")

TYPE B-12.5 (5½")

(SEE PLANS FOR LIMITS OF WIDENING)

MILLING & RESURFACING

FRICTION COURSE FC 9.5 (PG76-22) (1")

TYPE SP-12.5 STRUCTURAL COURSE (TRAFFIC C) (2")

MILL 3" PAVEMENT TO MATCH SLOPE4

A D

D

/2 /2

W E

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A D J U

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P -9 .5 T

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P -1

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H

IP

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G F

L A E

N G

N O

1:

5'

6'

' 1

6'4'4'

DROP CURB

M I N

S T

D

M I N

S T

D

M I N

S T

D

M I N

S T

D

P L

A N

S S

V

R I

A N

S S

V

R I

DRIVEWAY DETAIL

SIDEWALK

4"

NORTH SIDE (SIDEWALK) SOUTH SIDE (MUP)

WIDTH VARIES

M A

X

S

L O

P E

.0

M A

X

S

L O

P E

.0

PATH

USE

SHARED

TYPE F

GUTTER

CURB &

TYPE F

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CURB &

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OR ASPHALT DRIVEWAYS

SAWCUT EXISTING CONCRETE

(N.T.S.)

PAVEMENT REPAIR DETAIL

STORM DRAIN TRENCH CUT

VARIES

18"-42"

1' MIN.1' MIN.

1'-6"1'-6"

ELEVATION INFORMATION

STRUCTURE SHEETS FOR

SEE DRAINAGE

7' MAX.

10' MAX.

VARIES 1' MIN.1' MIN.

1'-6"1'-6"

3' MAX.

6' MAX.

(N.T.S.)

PAVEMENT REPAIR DETAIL

UTILITY TRENCH CUT

1"-20"

MILLED DURING MILLING OPERATIONS

TOP OF ASPHALT PATCH IS SACRIFICIAL AND WILL BE

5.5" - TYPE B-12.5 (MINOR SIDESTREETS/DRIVEWAYS)

8" - TYPE B-12.5 (OLIVE RD., CODY LN., WHITMIRE DR.)

ELEVATION INFORMATION

SEWER PLANS FOR

SEE WATER &

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CONSTRUCTION.

BOTTOM AND/OR THE DEBRIS SEPARATING BAFFLE BOX THROUGHOUT THIS ENTIRE SEGMENT OF

POND, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING SEDIMENT FROM THE POND

CARPENTER CREEK HEADWATER STORMWATER DETENTION POND. ONCE CONNECTED TO THE

CONSTRUCT DRAINAGE STRUCTURES S-306, S-305 AND CROSS-DRAIN PIPE. CONNECT TO NEW 7.

TO RELOCATE ANY CONFLICTING UTILITIES.

FIELD LOCATE DRAINGE STRUCTURES AND ALLOW UP TO THREE (3) WEEKS FOR UTILITY OWNERS 6.

INSTALL ANY NECESSSARY SEDIMENT BARRIERS AND INLET PROTECTION SYSTEMS.5.

CONTROL PLAN UTILIZING FDOT INDEX 102-603 AND 102-604.

INSTALL LOW PROFILE BARRIER AND TRAFFIC CONTROL DEVICES AS DETAILED IN THE TRAFFIC 4.

OPERATIONS. UTILIZE FDOT INDEX 102-600 AND 102-604.

SPECIFICATION 102-9.12 UNLESS INSTRUCTED OTHERWISE BY ESCMABIA COUNTY TRAFFIC

ALIGN VIDEO DETECTION ZONES. TEMPORARY VIDEO DETECTION SHALL MEET FDOT

SIGNALIZED INTERSECTIONS. COORDINATE WITH ESCAMBIA COUNTY TRAFFIC OPERATIONS TO

INSTALL TEMPORARY VIDEO DETECTION ON OLIVE ROAD AT CODY LANE AND WHITMIRE DRIVE

ADJUST SIGNAL HEADS FACING OLIVE ROAD, CODY LANE AND WHITMIRE DRIVE, AS NECESSARY. 3.

INDEX 102-603, 102-604, AND THE TEMPORARY TRAFFIC CONTROL PLAN.

TEMPORARY STRIPING AS DETAILED IN THE TEMPORARY TRAFFIC CONTROL PLAN. UTILIZE FDOT

DURING ONE WORK PERIOD, REMOVE ANY CONFLICTING PAVEMENT MARKINGS AND INSTALL 2.

THE TEMPORARY TRAFFIC CONTROL PLAN.

ADJUST TEMPORARY TRAFFIC CONTROL DEVICES AND ADVANCE WARNING SIGNAGE AS SHOWN IN 1.

PHASE I - CONSTRUCT DRAINAGE TRUNK LINE AND IMPROVEMENTS NORTH OF ROADWAY

ERECT SIGNAGE UNDER INDEX 102-602.4.

PLACE ROADWAY STRIPING UTILIZING FDOT INDEX 102-603 AND 102-604.3.

CONSTRUCT FINAL FRICTION COURSE UTILIZING FDOT INDEX 102-603, 102- 604.2.

TEMPORARY ASPHALT WEDGES AS NECESSARY ACCORDING TO GENERAL NOTE 7.

FDOT INDEX 102-603, 102- 604 AND THE TEMPORARY TRAFFIC CONTROL PLANS. CONSTRUCT

MILL AND RESURFACE LANES OF TRAFFIC, NOT INCLUDING THE FRICTION COURSE, UTILIZING 1.

THIS PHASE SHALL BE COMPLETED DURING NIGHT WORK (8:00PM TO 6:00AM).

PHASE III - MILLING AND RESURFACING WORK

RECONSTRUCTION, MILLING AND RESURFACING ALONG MAZUREK BLVD AND OLD NURSERY WAY.

CONSTRUCT DRAINAGE TRUNK LINE AND ASSCOCIATED STRUCTURES, FULL DEPTH 4.

REMOVAL, RELOCATION, OR REPLACEMENT OF SUCH SIGNAGE IS REQUIRED.

CONTRACTOR SHALL COORDINATE WITH THE OWNER OR THE ENGINEER WHEN TEMPORARY

THE CONTRACTOR SHALL PROTECT ALL EXISTING TRAFFIC AND STREET SIGNS. THE 5.

TRAFFIC OR CONSTITUTES IN ANY WAY A HAZARD TO THE PUBLIC.

102-600 AND 102-603 IN ALL PLACES WHERE THE WORK CAUSES OBSTRUCTION TO THE NORMAL

MARKINGS FOR HAZARDS AND THE CONTROL OF TRAFFIC IN ACCORDANCE WITH FDOT INDEX

CONTRACTOR SHALL FURNISH, ERECT, AND MAINTAIN ALL BARRICADES, WARNING SIGNS, AND 4.

OWNER A MINIMUM OF 5 WORKING DAYS IN ADVANCE.

CLOSURES ARE REQUIRED DURING CONSTRUCTION, THEN THE CONTRACTOR SHALL NOTIFY THE

CONTRACTOR SHALL NOTIFY THE OWNER A MINIMUM OF 3 WORKING DAYS IN ADVANCE. IF ROAD

MAINTAINED. IF ACCESS TO LOCAL TRAFFIC IS CHANGED DURING CONSTRUCTION, THE

ACCESS FOR LOCAL TRAFFIC WITH DESTINATIONS WITHIN THE PROJECT LIMITS SHALL BE 3.

SYSTEMS.

INSTALL AND MAINTAIN ANY NECESSSARY SEDIMENT BARRIERS AND INLET PROTECTION 2.

CONSTRUCTION.

NOTIFY ALL PROPERTY OWNERS ALONG MAZUREK BLVD AND NURSERY WAY PRIOR TO 1.

MAZUREK BLVD DRAINAGE IMPROVEMENTS

REQUIRE A LANE CLOSURE.

SHALL BE APPROVED BY ESCAMBIA COUNTY AND BE UTILIZED ONLY TO CONSTRUCT ITEMS THAT

VOLUMES, NO LANE CLOSURES WILL BE ALLOWED BETWEEN 6:00AM AND 8:00PM. NIGHT WORK

THIS SEGMENT IS ZONED PRIMARILY HIGH DENSITY MIXED USE (HD/MU). DUE TO THE HIGH TRAFFIC

FROM CARPENTER CREEK TO DAVIS HIGHWAY

TEMPORARY TRAFFIC CONTROL PHASING NOTES

Message Sign

Portable Changeable (Variable)

LEGEND

Sediment Barrier or Vertical Panel or Drum

Type I or Type II Barricade

Pavement Marking

Directional Arrow

Temporary Pavement

Work Zone

Type III Barricade

Work Zone Sign

PCMS

(Not a Pavement Marking)

Direction of Traffic

Lane Identification and

ELEVATION OF THE PAVEMENT DURING THIS PHASE.

DEPTH RECONSTRUCTION OF THE WIDENING AREAS SHALL NOT EXCEED THE EXISTING

NOTE: FOR WIDENING TO BE CONSTRUCTED AS PER THE PLANS, BASE INCLUDED WITHIN THE FULL

GUTTER CONSTRUCTION GUIDE. UTILIZE FDOT INDEX 102-603 AND 102-604 AS NECESSARY.

ON OVERBUILD TABLE) SEE TEMPORARY TRAFFIC CONTROL GENERAL NOTE 12 FOR CURB AND

WHERE OVERBUILD THICKNESS T1, T2, AND T3 EXCEEDS 4.75" COLLECTIVELY. (REFER TO NOTE

WEDGES AS NECESSARY ACCORDING TO GENERAL NOTE 7. CONSTRUCT OVERBUILD IN AREAS

MILLINGS TO STABILIZE DRIVEWAYS DURING CONSTRUCTION. CONSTRUCT TEMPORARY ASPHALT

PLANS. MAINTAIN ACCESS AT ALL DRIVEWAYS USING MISCELLANEOUS ASPHALT OR ASPHALT

SIGNALS, PEDESTRIAN SIGNALS, RRFB, ITS SYSTEM, AND MULTI-USE PATH ACCORDING TO THE

PLANS. CONSTRUCT DRAINAGE, PAVEMENT WIDENING, CURB & GUTTER, DRIVEWAYS, TRAFFIC

SAW CUT AND REMOVE EXISTING SHOULDER PAVEMENT, CLEAR, AND GRUB AS DETAILED IN THE 7.

PLANS.

TRAFFIC. UTILIZE FDOT INDEX 102-603, 102-604 AND THE TEMPORARY TRAFFIC CONTROL

BACKFILL, COMPACT AND CONSTRUCT ASPHALT PATCH OVER PIPE ASAP TO OPEN LANES TO

CONSTRUCT DRAINAGE PIPE CROSSING OLIVE ROAD DURING NIGHT WORK (8:00PM TO 6:00AM). 6.

TO RELOCATE ANY CONFLICTING UTILITIES.

FIELD LOCATE DRAINGE STRUCTURES AND ALLOW UP TO THREE (3) WEEKS FOR UTILITY OWNERS 5.

CONTROL PLAN UTILIZING FDOT INDEX 102-603 AND 102-604.

INSTALL LOW PROFILE BARRIER AND TRAFFIC CONTROL DEVICES AS DETAILED IN THE TRAFFIC 4.

INSTALL ANY NECESSSARY SEDIMENT BARRIERS AND INLET PROTECTION SYSTEMS.3.

102-600 AND 102-604.

ZONES ON OLIVE ROAD AT PALAFOX STREET SIGNALIZED INTERSECTION. UTILIZE FDOT INDEX

COORDINATE WITH ESCAMBIA COUNTY TRAFFIC OPERATIONS TO ADJUST VIDEO DETECTION

ADJUST SIGNAL HEADS FACING OLIVE ROAD AND PALAFOX STREET, AS NECESSARY. 2.

TRAFFIC CONTROL PLAN.

TEMPORARY SIGNAGE AS NEEDED. UTILIZE FDOT INDEX 102-603, 102-604, AND THE TEMPORARY

TEMPORARY STRIPING AS DETAILED IN THE TEMPORARY TRAFFIC CONTROL PLAN. ADJUST ANY

DURING ONE WORK PERIOD, REMOVE ANY CONFLICTING PAVEMENT MARKINGS AND INSTALL 1.

PHASE II - CONSTRUCT IMPROVEMENTS SOUTH OF ROADWAY

NEW TRAFFIC SIGNALS ARE INSTALLED AND OPERATIONAL.

CONTRACTOR SHALL MAINTAIN ALL CURRENT TRAFFIC SIGNALS DURING CONSTRUCTION UNTIL 20.

- THROUGHOUT THE DURATION OF DETOURS

- DURING ACTIVE LANE CLOSURES

- 14 DAYS AFTER A LANE HAS BEEN SHIFTED

- 14 DAYS PRIOR TO NEW LANE SHIFTS

- 14 DAYS PRIOR TO CONSTRUCTION

PORTABLE CHANGEABLE MESSAGE SIGNS SHALL BE PLACED DURING THE FOLLOWING TIMES:19.

LUMP SUM PAY ITEM "MAINTENANCE OF TRAFFIC"

SEGMENTS AND PHASES. THE COST OF THIS COORDINATION SHALL BE INCLUDED WITHIN THE

COORDINATE WITH FLORIDA POWER AND LIGHT DURING ALL MAINTENANCE OF TRAFFIC

THROUGHOUT THE PROJECT UNDER A SEPERATE CONTRACT. THE CONTRACTOR SHALL

FLORIDA POWER AND LIGHT WILL BE RESPONSIBLE FOR THE INSTALLATION OF THE LIGHTING 18.

TRAFFIC CONTROL PLANS ON OLIVE ROAD.

THE LEGEND FOUND ON THIS SHEET WILL BE USED IN THE PLANS FOR ALL PHASES OF THE 17.

TEMPORARY TRAFFIC CONTROL GENERAL NOTES CONT.

PORTABLE CHANGEABLE MESSAGE SIGN DISPLAY TABLE

DATE DISPLAY 1 DISPLAY 2

14 DAYS PRIOR TO CONSTRUCTION

XX/XX

CONST

OLIVE RD

N/A

14 DAYS PRIOR TO LANE SHIFT

14 DAYS AFTER LANE SHIFT

DURING ACTIVE LANE CLOSURES

XX/XX

SHIFTS

LANE

CAUTION

USE

AHEAD

SHIFT

LANE

CAUTION

USE

AHEAD

CLOSURE

LANE

STOP

TO

PREPARE

SHOWN IN THE SIGNAL PLANS PRIOR TO ANY OTHER IMPROVEMENTS.

NOTE: CONTRACTOR SHALL CONSTRUCT THE PROPOSED DIRECTIONAL BORE UNDER DAVIS HIGHWAY AS

RIGHT TURN LANES TO THE EXTENT POSSIBLE.

PRIOR TO CLOSURE. THE CONTRACTOR SHALL ADJUST LOW PROFILE BARRIERS TO ACCOMMODATE

TRAFFIC CONTROL PLANS. THE CONTRACTOR SHALL NOTIFY RESIDENTS AT LEAST 2 WEEKS

NEED TO BE CLOSED DURING ACTIVE CONSTRUCTION PERIODS AS SHOWN IN THE TEMPORARY

ADDITIONALLY, RIGHT TURN LANES AT HEIRLOOM DRIVE, AND BRIARWOOD CONDOMINIUMS MAY

NOTE: EXISTING RIGHT TURN LANE AT STONEBROOK DRIVE WILL BE CLOSED DURING LANE SHIFT.

ELEVATION OF THE PAVEMENT DURING THIS PHASE.

DEPTH RECONSTRUCTION OF THE WIDENING AREAS SHALL NOT EXCEED THE EXISTING

NOTE: FOR WIDENING TO BE CONSTRUCTED AS PER THE PLANS, BASE INCLUDED WITHIN THE FULL

GENERAL NOTE 12 FOR CURB AND GUTTER CONSTRUCTION GUIDE.

COLLECTIVELY. (REFER TO NOTE ON OVERBUILD TABLE) SEE TEMPORARY TRAFFIC CONTROL

OVERBUILD IN AREAS WHERE OVERBUILD THICKNESS T1, T2, AND T3 EXCEEDS 4.75"

TEMPORARY ASPHALT WEDGES AS NECESSARY ACCORDING TO GENERAL NOTE 7. CONSTRUCT

INDEX 102-603, 102-604 AND THE TEMPORARY TRAFFIC CONTROL PLANS. CONSTRUCT

SIGNALS, RRFB, ITS SYSTEM, PAVEMENT WIDENING, AND CURB & GUTTER UTILIZING FDOT

CONSTRUCT SIDEWALK, DRIVEWAYS, PROPOSED WATER MAIN, TRAFFIC SIGNALS, PEDESTRIAN 10.

AND THE TEMPORARY TRAFFIC CONTROL PLANS.

PATCH OVER PIPE ASAP TO OPEN LANES TO TRAFFIC. UTILIZE FDOT INDEX 102-603, 102-604

WITH PERMISSION FROM ESCAMBIA COUNTY. BACKFILL, COMPACT AND CONSTRUCT ASPHALT

CONTROL PLANS. THIS TASK SHALL BE COMPLETED DURING NIGHT WORK (8:00PM TO 6:00AM)

CONSTRUCT DRAINAGE PIPE CROSSING OLIVE ROAD AS SHOWN IN THE TEMPORARY TRAFFIC 9.

DRIVEWAYS DURING CONSTRUCTION.

ALL DRIVEWAYS USING MISCELLANEOUS ASPHALT OR ASPHALT MILLINGS TO STABILIZE

PLANS. CONSTRUCT DRAINAGE AS SHOWN IN THE TRAFFIC CONTROL PLAN. MAINTAIN ACCESS AT

SAWCUT AND REMOVE EXISTING SHOULDER PAVEMENT, CLEAR, AND GRUB AS DETAILED IN THE 8.

-FDOT'S DAVIS HIGHWAY RESURFACING FPID 453332-1-52-01

222476-1

-FDOT'S I-10 AT US 29 INTERCHANGE PROJECT (INCLUDING WORK ON PALAFOX STREET), FPID

PROJECTS, INCLUDING:

THESE TEMPORARY TRAFFIC CONTROL PLANS SHALL BE COORDINATED WITH NEIGHBORING 16.

MONEY WHICH IS DUE TO THE CONTRACTOR BY ESCAMBIA COUNTY.

ESCAMBIA COUNTY WILL HAVE THE RIGHT TO APPLY AS PAYMENT ON SUCH DAMAGES ANY

CONTRACTOR'S OPERATIONS.

THE CONTRACTOR, I.E., CATASTROPHIC EVENTS, ACCIDENTS NOT RELATED OR CAUSED BY THE

ASSESSED FOR FAILURE TO OPEN TRAFFIC LANES IF SUCH CAUSE IS BEYOND THE CONTROL OF

AT THE DISCRETION OF THE ENGINEER, DAMAGE RECOVERY/USER COST WILL NOT BE

SUCH COSTS WILL NOT EXCEED $15,000 OVER A 24 HOUR PERIOD.

$1,125.00EACH ADDITIONAL 30 MINUTE PERIOD OR A PORTION THEREOF:

$2,250.00FIRST 30 MINUTES AND UNDER:

THIS ASSESSMENT WILL BE IN THE FOLLOWING AMOUNTS:

CONTROL PLANS AND CONTINUE UNTIL ALL LANES ARE OPEN AS RECORDED BY THE ENGINEER.

COSTS WILL BE ASSESSED BEGINNING AT THE APPROPRIATE TIME AS SHOWN IN HTE TRAFFIC

ARE NOT OPEN TO TRAFFIC DURING THE TIMES AS SHOWN IN THE TRAFFIC CONTROL PLANS.

A DAMAGE RECOVERY/USER COST WILL BE ASSESSED AGAINST THE CONTRACTOR IF ALL LANES 15.

BE ADJUSTED WITH THE APPROVAL OF ESCAMBIA COUNTY.

CONSTRUCTION ACTIVITES BETWEEN THE HOURS OF 3:00 PM AND 7:00 PM. THESE HOURS MAY

ENFORCEMENT OFFICERS SHALL BE UTILIZED THROUGHOUT THE DURATION OF SEGMENT 1

RESURFACING LANE CLOSURES AT ALL SIGNALIZED INTERSECTIONS. ALSO, SPEED AND LAW

SHERIFFS OFFICE FOR THE USE OF TRAFFIC CONTROL OFFICERS DURING MILLING AND

FOR THE SAFETY OF THE WORKERS, CONTRACTOR SHALL COORDINATE WITH ESCAMBIA COUNTY 14.

SERVICES.

STREET NAME SIGNS SHALL REMAIN VISIBLE THROUGHOUT CONSTRUCTION FOR EMERGENCY 13.

APPROPRIATE FDOT STANDARD AS NECESSARY DURING THIS PROCESS.

MUST MEET FDOT OFFSET REQUIREMENTS. UTILIZE FDOT INDEX 102-603, 102-604 OR OTHER

UNTIL THAT PHASE OF CONSTRUCTION IS COMPLETED. ANY REMAINING LOW PROFILE BARRER

EXTENT OF ONE ACTIVE CONSTRUCTION PERIOD AND REPLACED WITH A CHANNELIZING DEVICE

DURING CURB CONSTRUCTION, LOW PROFILE BARRIER MAY BE REMOVED ONLY UP TO THE 12.

STANDARD PLANS TO IMPLEMENT THE REQUIRED LANE CLOSURES AT ALLOWABLE TIMES.

BE REQUIRED. THE CONTRACTOR WILL NEED TO PHASE THIS WORK AND UTILIZE FDOT

WORK THAT IS REQUIRED TO BE COMPLETED IN THAT PHASE. TEMPORARY LANE CLOSURES MAY

LOCATIONS WHERE THE WORK ZONE IS SHOWN IN OR THROUGH TRAVEL LANES INDICATES 11.

SEE DETOUR PLAN FOR ADDITIONAL RESTRICTIONS AND INFORMATION.

APPROVAL OF ESCAMBIA COUNTY AND FOR THE SPECIFIC SEGMENT AND PHASE IDENTIFIED.

THE DETOUR PLAN INCLUDED IN THIS PLAN SET IS ONLY TO BE IMPLEMENTED WITH THE 10.

ITEMS SHALL NOT BE STORED WITHIN THE SETBACK DISTANCE OF THE BARRIER.

OR WITHIN THE CLEAR ZONE OF TRAVEL LANES. IF A TEMPORARY BARRIER IS PRESENT, THESE

THE CONTRACTOR SHALL NOT STORE ANY MATERIAL OR EQUIPMENT WITHIN THE BUFFER AREA 9.

SHALL BE INCLUDED IN THE LUMP SUM PAY ITEM "MAINTENANCE OF TRAFFIC".

MILLINGS, AND ALL ASSOCIATED MATERIALS SUCH AS EARTHWORK, BASE MATERIALS ETC.

TRAVEL LANE WIDTH FOR TRAFFIC SHIFTS. THE COST OF TEMPORARY ASPHALT, ASPHALT

DRIVEWAYS, SIDE STREETS, OR TO MAINTAIN OLIVE ROAD TRAFFIC DUE TO INADEQUATE

TEMPORARY ASPHALT AND ASPHALT MILLINGS MAY BE REQUIRED FOR WEDGES, TEMPORARY 8.

4-INCHES.

DIFFERENCE OF 1½-INCHES OR AN ABOVE GROUND HAZARD ELEVATION DIFFERENCE OF

-BETWEEN A TRAVEL LANE AND CURB AND GUTTER THAT EXCEED A DROP OFF ELEVATION

DIFFERENCE OF 1½-INCHES.

-BETWEEN A TRAVEL LANE AND A SIDE STREET OR DRIVEWAY THAT EXCEED AN ELEVATION

-BETWEEN ADJACENT TRAVEL LANES THAT EXCEED AN ELEVATION DIFFERENCE OF 1½-INCHES.

STEEPER THAN 1:4. ASPHALT WEDGES SHALL BE REQUIRED IN THE FOLLOWING INSTANCES:

WHERE REQUIRED, TEMPORARY ASPHALT WEDGES SHALL BE CONSTRUCTED AT A SLOPE NO

DIFFERENCE GREATER THAN 3-INCHES BETWEEN OPEN LANES OF TRAFFIC AT ANY TIME.

(UNEVEN LANES) IS REQUIRED EVERY ½ MILE. THERE SHALL NOT BE AN ELEVATION

IF THERE IS A DIFFERENCE IN ELEVATION BETWEEN ADJACENT TRAVEL LANES, A W8-11 SIGN 7.

PERIOD, ONLY A CHANNELIZING DEVICES SHALL BE REQUIRED.

BARRIER. IF THE DROP-OFF CONDITION IS CREATED AND RESTORED WITHIN THE SAME WORK

ANY DROP-OFF CONDITION WITHIN THE CLEAR ZONE SHALL BE PROTECTED BY A TEMPORARY 6.

ADJUST GARBAGE/WASTE PICK-UP SERVICES.

SERVICES (850.476.0480) OF CONSTRUCTION PHASING/TRAFFIC CONTROL CHANGES SO ECUA CAN

PRIOR TO AND DURING CONSTRUCTION THE CONTRACTOR SHALL NOTIFY ECUA SANITATION 5.

ECAT.

CONTRACTOR WILL ONLY BE RESPONSIBLE FOR RELOCATION OF ECAT SIGNS, AT DIRECTION OF

ALL CHANGES IN TRAFFIC PATTERNS THROUGHOUT THE DURATION OF CONSTRUCTION.

CONSTRUCTION TO EXISTING ECAT BUS STOP LOCATIONS. CONTRACTOR SHALL NOTIFY ECAT OF

OF PROPOSED WORK AND PROACTIVELY COORDINATE WITH ECAT REGARDING IMPACTS OF

PRIOR TO CONSTRUCTION, CONTRACTOR SHALL NOTIFY ESCAMBIA COUNTY AREA TRANSIT (ECAT) 4.

DIRECTED LOWER BY THE ENGINEER.

ALL WORK ZONE SPEEDS ALONG OLIVE ROAD WILL BE POSTED AT 30 MPH UNLESS OTHERWISE 3.

UNTIL OTHERWISE DIRECTED BY THE ENGINEER.

NOTICE FOR A HURRICANE OR ANY OTHER EMERGENCY EVENT. LANES SHALL REMAIN OPEN

ALL LANES MUST BE REOPENED TO NORMAL TRAFFIC WITHIN 12 HOURS OF AN EVACUATION 2.

ONE LANE OF TRAFFIC SHALL BE KEPT OPEN AT ALL TIMES.

7:00 AM - 8:00 PM-OLIVE ROAD BETWEEN CODY LANE AND N DAVIS HIGHWAY

6:00 AM - 8:00 PMWHITMIRE DRIVE & OLIVE ROAD

6:00 AM - 8:00 PMCODY LANE & OLIVE ROAD

-WITHIN 600 FEET OF THE FOLLOWING INTERSECTIONS:

LANE CLOSURES ARE PROHIBITED AT THE FOLLOWING LOCATIONS AND TIMES:1.

TEMPORARY TRAFFIC CONTROL GENERAL NOTES

A D

D

/2 /2

W E

L F

L E

A L

E X

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D E

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A D J U

S T

E D N

O T

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O V

E D N

O T

E S