Woodbine_Road_at_US90_PLANS-01-ROADWAY_Bid_Set.pdf

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

THE ABOVE NAMED PROFESSIONAL ENGINEER IS RESPONSIBLE FOR THE

ON ANY ELECTRONIC COPIES.

AND THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

RICKY E. BRANTON, P.E. NO. 57043

PENSACOLA, FLORIDA 32502

220 WEST GARDEN STREET, SUITE 700

MOTT MACDONALD FLORIDA, LLC

SHEET NO. SHEET DESCRIPTION

STATE OF

No 86494

ESNECIL

LL

UHS .P LEINA

D

R E

E

NIGNE LANOIS

SEF

O R

P

ADIROL

F

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

THE ABOVE NAMED PROFESSIONAL ENGINEER IS RESPONSIBLE FOR THE

ON ANY ELECTRONIC COPIES.

AND THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

DANIEL P. SHULL, P.E. NO. 86494

PENSACOLA, FLORIDA 32502

220 WEST GARDEN STREET, SUITE 700

MOTT MACDONALD FLORIDA, LLC

SHEET NO.

STATE OF

No 57043

ESNECIL

NOT

NARB .E YKCI

R

R E

E

NIGNE LANOIS

SEF

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P

ADIROL

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UTILITY DETAILS96-102

FORCE MAIN PROFILE93-95

UTILITY ADJUSTMENTS90-92

TRAFFIC CONTROL PLANS77-89

CROSS SECTIONS38-74

SPECIAL DETAILS15-17

ROADWAY PLAN12-14

ROADWAY PLAN-PROFILE9-11

GENERAL NOTES8

PROJECT CONTROL7

PROJECT LAYOUT6

TYPICAL SECTIONS4-5A

SUMMARY OF PAY ITEMS3

SIGNATURE SHEET2

KEY SHEET1

STORMWATER POLLUTION PREVENTION PLAN75-76

DRAINAGE DETAILS29-30

POND DETAILS28

DRAINAGE STRUCTURES18-27

SIGNATURE SHEET2

STATE OF

No 49932

ESNECIL

R E

GREBLE

KNUD .E GI

A R

C

R E

E

NIGNE LANOIS

SEF

O R

P

ADIROL

F

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

THE ABOVE NAMED PROFESSIONAL ENGINEER IS RESPONSIBLE FOR THE

ON ANY ELECTRONIC COPIES.

AND THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

CRAIG E. DUNKELBERGER, P.E. NO. 49932

TALLAHASSEE, FLORIDA 32303

3676 HARTSFIELD ROAD

SPECIALISTS, INC

ENVIRONMENTAL & GEOTECHNICAL

SHEET NO.

REPORT OF ROADWAY BORINGS35-37

ROADWAY SOIL SURVEY34

REPORT OF POND BORINGS32-33

POND SOILS SURVEY31

SIGNATURE SHEET2

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSANTA ROSA COUNTY

BOARD OF COUNTY COMMISSIONERS

ROAD NO. MM PROJECT IDCOUNTY

502100976-005SANTA ROSACR 197A

/2

/2 c p w w o rk in g \h m m

\t ra n s p o rt a ti o n \l o y

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\S

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A

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PENSACOLA, FLORIDA 32502

220 WEST GARDEN STREET SUITE 700

MOTT MACDONALD FLORIDA, LLC.

LICENSE NUMBER: 57043

RICKY E. BRANTON, PE

F A

C N

O T

E

ENGINEER OF RECORD

SIGNATURE SHEET

SHEET DESCRIPTION SHEET DESCRIPTION

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSANTA ROSA COUNTY

BOARD OF COUNTY COMMISSIONERS

ROAD NO. MM PROJECT IDCOUNTY

502100976-005

SANTA ROSA

CR 197A

/2

/2

C

P W

D r iv e \M o tt

M a c D o n a ld

L td

\F L

T D e s ig n \W o r k s e ts

\F D

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W \r o a d w a y \C

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P

M S

H U

32503FLORIDAPENSACOLA,

220 WEST GARDEN STREET, SUITE 700

MOTT MACDONALD FLORIDA, LLC.

57043LICENSE NUMBER:

RICKY E. BRANTON, P.E.

T H

E O

F F

IC

IA

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O R

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.A .C

ENGINEER OF RECORD

SUMMARY OF PAY ITEMS

MAINTENANCE OF TRAFFIC, TRAFFIC CONTROL, AND COORDINATION SHALL BE INCLUDED IN THE REMAINING SIGNALIZATION ITEMS.

ITEMS ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND SHALL BE FURNISHED AND INSTALLED BY OTHERS. ALL REQUIRED

INCLUDES ALL COSTS TO CONNECT FORCE MAIN TO EXISTING MANHOLE1050-13-002

MATERIAL AVAILABLE

INCLUDES ALL COSTS TO SAFE-UP DROP OFF'S ALONG THE TRAVEL WAY DURING CONSTUCTION IF THERE IS NOT SUITABLE INSITU102-3

PAY ITEM NOTES

SUMMARY OF SIGNALIZATION

ITEM NUMBER ITEM DESCRIPTION UNIT QUANTITY

0611-2-1 ITSFM LOCATION DOCUMENTATION - INTERSECTION EA 1

0630-2-11 CONDUIT, FURNISH & INSTALL, OPEN TRENCH LF 121

0630-2-12 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE LF 230

0630-2-14 CONDUIT, FURNISH & INSTALL, ABOVEGROUND LF 30

0632-7-1 SIGNAL CABLE, NEW OR RECONSTRUCTED INTERSECTION, FURNISH & INSTALL PI 1

0632-7-6 SIGNAL CABLE, REMOVE - INTERSECTION PI 1

0635-2-11 PULL & SPLICE BOX, F&I, 13 X 24 COVER SIZE EA 17

0639-1-112

FROM POWER COMPANY

ELECTRICAL POWER SERVICE, F&I, OVERHEAD, METER PURCHASED BY CONTRACTOR

AS 1

0639-2-1 ELECTRICAL SERVICE WIRE, FURNISH & INSTALL LF 130

0639-3-11 ELECTRICAL SERVICE DISCONNECT, F&I, POLE MOUNT EA 1

0641-2-12 PRESTRESSED CONCRETE POLE, F&I, TYPE P-II SERVICE POLE EA 1

0641-2-80 PRESTRESSED CONCRETE POLE, COMPLETE POLE REMOVAL - POLES 30' AND GREATER EA 4

0646-1-11 ALUMINUM SIGNALS POLE, FURNISH & INSTALL, PEDESTAL -

0646-1-60 ALUMINUM SIGNALS POLE, REMOVE EA 3

0649-21-10 MAST ARM ASSEMBLY, FURNISH & INSTALL, SINGLE ARM 60' -

0649-21-19 MAST ARM ASSEMBLY, FURNISH & INSTALL, DOUBLE ARM 70' - 60' -

0650-1-34

WAY

VEHICULAR TRAFFIC SIGNAL, FURNISH & INSTALL POLYCARBONATE, 3 SECTION, 1

0653-1-11 PEDESTRIAN SIGNAL, FURNISH & INSTALL LED COUNTDOWN, 1 WAY -

0660-4-11 VEHICLE DETECTION SYSTEM - VIDEO, FURNISH & INSTALL, CABINET EQUIPMENT -

0660-4-12

EQUIPMENT

VEHICLE DETECTION SYSTEM - VIDEO, FURNISH & INSTALL, ABOVE GROUND

EA 3

0663-1-121 SIGNAL PRIORITY AND PREEMPTION SYSTEM, F&I, GPS, CABINET ELECTRONICS -

0663-1-122 SIGNAL PRIORITY AND PREEMPTION SYSTEM, F&I, GPS, DETECTOR -

0665-1-12 PEDESTRIAN DETECTOR, FURNISH & INSTALL, ACCESSIBLE -

0670-5-111 TRAFFIC CONTROLLER ASSEMBLY, F&I, NEMA, 1 PREEMPTION PLAN -

0670-5-600 TRAFFIC CONTROLLER ASSEMBLY, REMOVE, CONTROLLER AND CABINET AS 1

0682-1-133 ITS CCTV CAMERA, F&I, DOME PTZ, NON-PRESSURIZED, IP, HIGH DEFINITION -

0684-6-12 WIRELESS COMMUNICATION DEVICE, FURNISH & INSTALL, ETHERNET SUBSRIBER UNIT -

0685-1-14

CONVERSION WITH CABINET

UNINTERRUPTIBLE POWER SUPPLY, FURNISH AND INSTALL, ONLINE/DOUBLE

0685-2-1 REMOTE POWER MANAGEMENT UNIT - RPMU, FURNISH AND INSTALL -

0700-5-21 INTERNALLY ILLUMINATED SIGN, F&I, OVERHEAD MOUNT, UP TO 12 SF -

0700-5-22 INTERNALLY ILLUMINATED SIGN, F&I, OVERHEAD MOUNT, 12-18 SF -

SUMMARY OF ROADWAY

ITEM NUMBER ITEM DESCRIPTION UNIT QUANTITY

0101-1 MOBILIZATION LS 1

0102-1 MAINTENANCE OF TRAFFIC LS 1

0102-2-200 SPECIAL DETOUR - TEMPORARY PAVEMENT SY 521

0102-3 COMMERCIAL MATERIAL FOR TEMPORARY DRIVEWAY MAINTENANCE CY 374

0102-60 WORK ZONE SIGN ED 4,013

0102-71-13 TEMPORARY BARRIER, F&I, LOW PROFILE, CONCRETE LF 900

0102-71-23 TEMPORARY BARRIER, RELOCATE, LOW PROFILE, CONCRETE LF 1,320

0102-74-1 CHANNELIZING DEVICE - TYPES I, II, DI, VP, DRUM, OR LCD ED 10,756

0102-76 ARROW BOARD/ADVANCE WARNING ARROW PANEL ED 105

0102-99 PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED 687

0102-115 TYPE III BARRICADE ED 42

0104-1 ARTIFICIAL COVERINGS / ROLLED EROSION CONTROL PRODUCTS SY 165

0104-10-3 SEDIMENT BARRIER LF 3,859

0104-12 STAKED TURBIDITY BARRIER, NYLON REINFORCED PVC LF 255

0104-15 SOIL TRACKING PREVENTION DEVICE EA 2

0104-18 INLET PROTECTION SYSTEM EA 4

0107-1 LITTER REMOVAL AC 7.32

0107-2 MOWING AC 2.16

0110-1-1 CLEARING AND GRUBBING LS 1

0110-4-10 REMOVAL OF EXISTING CONCRETE SY 342

0120-1 REGULAR EXCAVATION CY 12,499

0120-6 EMBANKMENT CY 5,433

0160-4 TYPE B STABILIZATION SY 7,580

0285-701 OPTIONAL BASE GROUP 1 SY 425

0285-709 OPTIONAL BASE GROUP 9 SY 6,123

0327-70-1 MILLING EXISTING ASPHALT PAVEMENT 1" AVERAGE DEPTH SY 8,853

0334-1-53 (1) SUPERPAVE ASPHALTIC CONC, TRAFFIC C, PG 76-22 TN 1,920.6

0334-1-53 (2) SUPERPAVE ASPHALTIC CONC, TRAFFIC C, PG 76-22 - OVERBUILD TN 2,388.9

0337-7-25 ASPHALTIC CONC, FC-5, PG 76-22 TN 72.1

0337-7-82 ASPHALTIC CONC, FC-9.5, TRAFFIC C, PG 76-22 TN 762.6

0425-1-311 INLETS, CURB, TYPE P-1, <10' EA 10

0425-1-351 INLETS, CURB, TYPE P-5, <10' EA 3

0425-1-411 INLETS, CURB, TYPE J-1, <10' EA 2

0425-1-421 INLETS, CURB, TYPE J-2, <10' EA 1

0425-1-451 INLETS, CURB, TYPE J-5, <10' EA 1

0425-1-461 INLETS, CURB, TYPE J-6, <10' EA 1

0425-1-531 INLETS, DITCH BOTTOM, TYPE C MOD. - BACK OF SIDEWALK, <10' EA 4

0425-1-541 INLETS, DT BOT, TYPE D, <10' EA 3

0425-1-551 INLETS, DT BOT, TYPE E, <10' EA 1

0425-1-581 INLETS, DT BOT, TYPE H, <10' EA 1

0425-1-589 INLETS, DT BOT, TYPE H, MODIFY EA 1

0425-1-910 INLETS, CLOSED FLUME EA 2

0425-2-41 MANHOLES, P-7, <10' EA 2

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

0425-2-63 MANHOLES, P-8, PARTIAL EA 1

0425-2-91 MANHOLES, J-8, <10' EA 5

0425-2-92 MANHOLES, J-8, >10' EA 1

0425-5-1 MANHOLE, ADJUST, UTILITIES EA 9

0425-6 VALVE BOXES, ADJUST EA 6

0430-174-118 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 18" SD LF 32

0430-175-106 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 6" S/CD LF 15

0430-175-118 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 18" S/CD LF 1,155

0430-175-124 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 24" S/CD LF 616

0430-175-130 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 30" S/CD LF 566

0430-175-136 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 36" S/CD LF 376

0430-175-218 PIPE CULVERT, OPTIONAL MATERIAL, OTHER-ELLIP/ARCH, 18" S/CD LF 17

0430-175-224 PIPE CULVERT, OPTIONAL MATERIAL, OTHER-ELLIP/ARCH, 24" S/CD LF 322

0430-175-230 PIPE CULVERT, OPTIONAL MATERIAL, OTHER-ELLIP/ARCH, 30" S/CD LF 73

0430-524-100 STRAIGHT CONCRETE ENDWALLS, 24, SINGLE, 0 DEGREES, ROUND EA 1

0430-982-125 MITERED END SECTION, OPTIONAL ROUND, 18" CD EA 1

0430-982-138 MITERED END SECTION, OPTIONAL ROUND, 36" CD EA 2

0430-984-125 MITERED END SECTION, OPTIONAL ELLIP/ARCH, 18" SD EA 2

0430-984-633 MITERED END SECTION, OPTIONAL ELLIP/ARCH, 30" SD EA 1

0515-1-2 PIPE HANDRAIL-GUIDERAIL (ALUMINUM) LF 36

0520-1-10 TYPE F CURB AND GUTTER LF 3,226

0520-5-11 TRAFFIC SEPARATOR, CONCRETE, TYPE I, 4' WIDE LF 1,136

0520-70 TRAFFIC SEPARATOR, CONCRETE, SPECIAL - VARIABLE WIDTH SY 97

0522-1 CONCRETE SIDEWALK AND DRIVEWAYS, 4" THICK SY 1,665

0522-2 CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK SY 224

0524-1-2 CONCRETE DITCH PAVEMENT, NON-REINFORCED, 4" SY 44

0527-2 DETECTABLE WARNINGS SF 237

0530-3-4 RIPRAP, RUBBLE, F&I, DITCH LINING TN 14.0

0530-74 BEDDING STONE TN 10.1

0550-10-220 FENCING, TYPE B, 5.1-6.0', STANDARD LF 1,039

0550-60-224 FENCE GATE, TYPE B, DOUBLE, 18.1-20.0' OPENING EA 3

0570-1-1 PERFORMANCE TURF SY 10,628

0570-1-2 PERFORMANCE TURF, SOD SY 5,864

0700-1-11 SINGLE POST SIGN, F&I GROUND MOUNT, UP TO 12 SF AS 19

0700-1-12 SINGLE POST SIGN, F&I GROUND MOUNT, UP TO 12 SF AS 10

0700-1-50 SINGLE POST SIGN, RELOCATE AS 1

0700-1-60 SINGLE POST SIGN, REMOVE AS 3

0704-1-2 TUBULAR MARKER, DURABLE, 36 YELLOW POST EA 8

0706-1-3

SYMBOL

RAISED PAVEMENT MARKINGS, STANDARD, WHITE, MESSAGE OR

EA 286

0710-90 PAINTED PAVEMENT MARKINGS, FINAL SURFACE LS 2

0711-11-123

ROUNDABOUT

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

LF 1409

0711-125

CROSSWALK

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

LF 251

0711-11-141

GAP EXTENSION, 6"

THERMOPLASTIC, STANDARD, WHITE, 2-4 DOTTED GUIDELINE/ 6-10

GM 0.081

0711-11-160 THERMOPLASTIC, STANDARD, WHITE, MESSAGE OR SYMBOL EA 12

0711-11-170 THERMOPLASTIC, STANDARD, WHITE, ARROW EA 27

0711-11-224

CHEVRONS

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

LF 87

0711-14-125 THERMOPLASTIC, PREFORMED, WHITE, SOLID, 24 FOR CROSSWALK LF 303

0711-14-160 THERMOPLASTIC, PREFORMED, WHITE, MESSAGE EA 1

0711-14-170 THERMOPLASTIC, PREFORMED, WHITE, ARROW EA 1

0711-16-101 THERMOPLASTIC, STANDARD, OTHER SURFACES, WHITE, SOLID, 6" GM 1.599

0711-16-102 THERMOPLASTIC, STANDARD, OTHER SURFACES, WHITE, SOLID, 8" GM 0.097

0711-16-131

10-30 SKIP OR 3-9 LANE DROP

THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SKIP, 6",

GM 0.519

0711-16-201 THERMOPLASTIC, STANDARD, OTHER SURFACES, YELLOW, SOLID, 6 GM 0.686

0711-16-231 THERMOPLASTIC, OTHER SURFACES, YELLOW, SKIP, 6 GM 0.149

0711-17-1

MARKINGS - SURFACE TO REMAIN

THERMOPLASTIC, REMOVE EXISTING THERMOPLASTIC PAVEMENT

SF 519

1050-13-002 UTILITY PIPE, INSTALL, 2-4.9" LF 160

1050-13-003 UTILITY PIPE, INSTALL, 5-7.9" LF 245

1050-13-004 UTILITY PIPE, INSTALL, 8-19.9" LF 2340

1050-16-002 UTILITY PIPE,REMOVE & DISPOSE, 2-4.9" LF 41

1050-16-003 UTILITY PIPE,REMOVE & DISPOSE, 5-7.9" LF 325

1050-16-004 UTILITY PIPE,REMOVE & DISPOSE, 8-19.9" LF 36

1050-18-002 UTILITY PIPE, PLUG & PLACE OUT OF SERVICE, 2-4.9" LF 93

1050-18-003 UTILITY PIPE, PLUG & PLACE OUT OF SERVICE, 5-7.9" LF 320

1050-18-004 UTILITY PIPE, PLUG & PLACE OUT OF SERVICE, 8-19.9" LF 1653

1055-13 UTILITY FITTINGS, INSTALL, 8" AND LARGER EA 19

1080-21-300

UTILITY

UTILITY FIXTURE, VALVE/METER BOX, INSTALL- BOX FURNISHED BY

EA 5

1080-23-300

BY OTHERS

UTILITY FIXTURE- TAPPING SADDLE/SLEEVE, INSTALL - FURNISHED

EA 1

1080-26-312

OTHERS, 12"

UTILITY FIXTURE- VAC/AIR ASSEMBLY, INSTALL - FURNISHED BY

EA 1

1644-800 FIRE HYDRANT, RELOCATE EA 1

Typical Section Notes strip may be constructed at no additional compensation.

existing pavement width. A uniform width base widening

2. Actual width of base widening may vary due to actual

1. Use Static Compaction Only.

Typical Section No. 1

Sta. 10+65.88 to Sta. 26+57.37

£ Survey CR 197A (Woodbine Rd.)

Design Speed = 45 mph

Design Hour T = N/A

K = 9.0% D = 54.8% T = 4.6% (24 hour)

= 2044 AADT = N/AEstimated design year

= 2024 AADT = N/AEstimated opening year

= 2022 AADT = 19,400Current year

Traffic Data

Milling, Overbuild, and Resurfacing and Friction Course (FC-9.5) (Traffic Level C) (1") (PG 76-22)

") (PG 76-22)2

Type SP (Traffic Level C) (2

Type SP Overbuild (Traffic Level C) (PG 76-22) (Thickness Varies - See Overbuild Detail)

Mill Existing Asphalt Pavement (Depth 1" - See Plans)

Widening and Friction Course (FC-9.5) (Traffic Level C) (1") (PG 76-22)

") (PG 76-22)2

Type SP (Traffic Level C) (2

Optional Base Group 9 with

R ig h t

O f W a y L in e

Lbr 40 (Typ.)

Type B Stabilization

Limits Of Construction

4"

2' Sod Level

12" (Typ.)

19.50'

Median

Plans Index 520-020

Type I Option II, Standard

4' Conc. Traffic Separator

1.5'

Left Turn

12.5'

� Survey CR 197A

R ig h t O f W a y L in e

Limits Of Construction

4"

2' Sod Level

12" (Typ.)

Profile Grade

9.75'9.75'

Lbr 40 (Typ.)

Type B Stabilization

Pavement Sawcut Existing

Pavement Sawcut Existing

19.50'

Median

Plans Index 520-020 Type I Option II, Standard 4' Conc. Traffic Separator

1.5'

� Survey CR 197A

9.75' 9.75'

Left Turn Lane Detail £ Survey

Sta. 20+17.48 To Sta 23+02.50 (Northbound)

Sta. 17+83.29 To Sta 20+67.00 (Southbound)

Sta. 14+05.37 To Sta 16+90.75 (Northbound)

Sta. 10+89.88 To Sta. 14+05.37 (Southbound)

CR 197A (Woodbine Rd.)

Left Turn

12.5'

TYPICAL SECTIONS

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSANTA ROSA COUNTY

BOARD OF COUNTY COMMISSIONERS

ROAD NO. MM PROJECT IDCOUNTY

502100976-005SANTA ROSACR 197A

/2

/2 c p w w o rk in g \h m m

\t ra n s p o rt a ti o n \l o y

\d m s

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P S

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P

M lo y

PENSACOLA, FLORIDA 32502

220 WEST GARDEN STREET, SUITE 700

MOTT MACDONALD FLORIDA, LLC.

LICENSE NUMBER: 57043

RICKY E. BRANTON, PE

T H

E O

F F

IC

IA

L R

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O R

D O

F T

H

IS

S H

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-2

.0

F

.A .C

ENGINEER OF RECORD

0.02

12' to 22'

Varies

R ig h t

O f

W a y L in e

Lbr 40 (Typ.)

Type B Stabilization

Existing R/W Varies (50' Min.)

Sod

Construction Limits Of

4"

0' to 11'

Varies

Lane

11'

* Varies

Milling, Resufacing & Overbuild

12" (Typ.)

13' to 19.5'

Median Varies

� Survey CR 197A

0.02

Varies* Widening

And Grubbing

Standard Clearing

Pavement Sawcut Existing

Ground Natural

Shldr.

Unpaved

2'

0.06

1:4

0.02

12' to 22'

Varies

R ig h t O f W a y L in e

Lbr 40 (Typ.)

Type B Stabilization

Existing R/W Varies (50' Min.)

Sod

Construction Limits Of

4"

0' to 11'

Varies

Lane

11'

12" (Typ.)

0.02

Varies* Widening

And Grubbing

Standard Clearing

Pavement Sawcut Existing

Ground Natural

Shldr.

Unpaved

2'

0.06 1:4

Typical Section No. 2

Sta. 26+57.37 to Sta. 27+92.35

£ Survey CR 197A (Woodbine Rd.)

Milling, Overbuild, and Resurfacing and Friction Course (FC-9.5) (Traffic Level C) (1") (PG 76-22)

Type SP Overbuild (Traffic Level C) (PG 76-22) (Thickness Varies)

Mill Existing Asphalt Pavement (Depth 1" - See Plans)

Widening and Friction Course (FC-9.5) (Traffic Level C) (1") (PG 76-22)

") (PG 76-22)2

1Type SP (Traffic Level C) (2

Optional Base Group 9 with

9.75' to 10' 3' to 9.75'

0-3'

Varies

**Crown Point To 3' Lt At Sta. 27+92.35.

0' At Sta. 26+57.37

** Crown Point Shifts From

For Dimensions

* Varies - See Plans

0.02 0.02

22'

Natural Ground Concrete Sidewalk

6'

Existing R/W Varies (50' Min.)

10'

Sod

Type F

Curb And Gutter

Not Flatter Than 1:6

1:2 Or To Suit Property Owner

Lane

11'

Lane

11'

Standard Clearing And Grubbing

Milling, Resufacing & Overbuild

* Varies

0.02 0.02

22'

Natural Ground Concrete Sidewalk

6'

Existing R/W Varies (50' Min.)

10'

Sod

Type F

Curb And Gutter

Not Flatter Than 1:6

1:2 Or To Suit Property Owner

Lane

11'

Lane

11'

0.02 0.02

*Varies

Widening

*Varies

Widening

Standard Clearing And Grubbing

0.02

1.5'

For Dimensions

* Varies - See Plans

Lane

11'

Milling, Resufacing & Overbuild

* Varies

Lane

11'

0.020.02 0.02

1.5'

For Dimensions

* Varies - See Plans

Limits Of Construction

2'-6" Sod

0.06 0.06

1:6

4"4"

Lbr 40

Type B Stabilization

12" (Typ.)

Of Optional Base Material At No Additional Compensation

At The Contractor's Option This Area May Be Constructed

Optional Base

1:4

Acceleration Lane Widening Detail

Sta. 184+60.00 to Sta. 187+30.00 (LT)

SR 10 (US 90)£ Survey

Widening

Friction Course (FC-5) (Traffic Level C) (1") (PG 76-22)

") (PG 76-22) and2

Type SP (Traffic Level C) (2

Optional Base Group 9 with

� Survey US 90

R ig h t

O f

W a y L in e

Existing Edge Of Travel

Sawcut Existing Pavement

Milling and Resurfacing and Friction Course (FC-5) (Traffic Level C) (1") (PG 76-22) Mill Existing Asphalt Pavement (Depth 1" - See Plans)

Shoulder Pavement

Friction Course (FC-5) (Traffic Level C) (1") (PG 76-22) ") (PG 76-22) and2

1Type SP (Traffic Level C) (1

Optional Base Group 1 with

Limits Of Construction

2'-6" Sod

0.060.06

1:6

4"4"

Lbr 40

Type B Stabilization

12" (Typ.)

Of Optional Base Material At No Additional Compensation At The Contractor's Option This Area May Be Constructed

Optional Base

1:4

Acceleration Lane Widening Detail

Sta. 179+84.00 to Sta. 184+60.00 (LT)

£ Survey SR 10 (US 90)

Widening and Friction Course (FC-5) (Traffic Level C) (1") (PG 76-22)

") (PG 76-22)2

1Type SP (Traffic Level C) (2

Optional Base Group 9 with

� Survey US 90

R ig h t

O f

W a y L in e

Existing Edge Of Travel

Sawcut Existing Pavement

Shoulder Pavement

Friction Course (FC-5) (Traffic Level C) (1") (PG 76-22) ") (PG 76-22) and2

1Type SP (Traffic Level C) (1

Optional Base Group 1 with

Acceleration Lane Milling And Resurfacing Detail

Sta. 192+57.74 to Sta. 193+42.54 (LT) £ Survey SR 10 (US 90)

Milling and Resurfacing and Friction Course (FC-5) (Traffic Level C) (1") (PG 76-22) Mill Existing Asphalt Pavement (Depth 1" - See Plans)

R ig h t

O f

W a y L in e

� Survey US 90

Limits Of Construction

4"

2' Sod Level

12" (Type B Stabilization LBR 40)

Right Turn Lane Widening, Milling And Resurfacing Detail

Sta. 195+72.09 to Sta. 197+73.85 (LT)

SR 10 (US 90)£ Survey

Milling and Resurfacing and Friction Course (FC-9.5) (Traffic Level C) (1") (PG 76-22) Mill Existing Asphalt Pavement (Depth 1" - See Plans)

Widening and Friction Course (FC-9.5) (Traffic Level C) (1") (PG 76-22)

") (PG 76-22)2

1Type SP (Traffic Level C) (2

Optional Base Group 9 with

R ig h t

O f

W a y L in e

� Survey US 90

Existing Edge Of Travel

Areas During Construction And Protect Existing Landscape Contractor Shall Limit Impacts

Sawcut Existing Pavement

TYPICAL SECTIONS

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSANTA ROSA COUNTY

BOARD OF COUNTY COMMISSIONERS

ROAD NO. MM PROJECT IDCOUNTY

502100976-005SANTA ROSACR 197A

/2

/2 c p w w o rk in g \h m m

\t ra n s p o rt a ti o n \l o y

\d m s

\T Y

P S

R D

H w y

.d g n

:5

:2

A

M S

H U

PENSACOLA, FLORIDA 32502

220 WEST GARDEN STREET, SUITE 700

MOTT MACDONALD FLORIDA, LLC.

LICENSE NUMBER: 57043

RICKY E. BRANTON, PE

T H

E O

F F

IC

IA

L R

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O R

D O

F T

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IS

S H

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T I

S T

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E L

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T R

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IC

F

IL

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D

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A

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-2

.0

F

.A .C

ENGINEER OF RECORD

strip may be constructed at no additional compensation.

existing pavement width. A uniform width base widening

1. Actual width of base widening may vary due to actual

Typical Section Notes

Natural Ground

5'

10'

Turf

0.03

See Plans

Widening Varies

Clear Zone 24'

Existing Lanes

Standard Clearing And Grubbing

Varies See Plans

Milling And Resufacing

Existing Match

Natural Ground

5'

10'

Turf

0.03

0' to 12'

Varies

Clear Zone 24'

Existing Lanes

Standard Clearing And Grubbing

Natural Ground

10'

Match Existing

Resufacing

Milling And

Match Exis ting

And Resufacing

Shldr. Milling

Existing Lanes

0.02 0.02

17'

Natural Ground Concrete Sidewalk

6'

10'

Sod

Type F

Curb And Gutter

Not Flatter Than 1:6 1:2 Or To Suit Property Owner

Match Exist.

And Resufacing

Limits Of Milling Existing Lanes

Grubbing

Standard Clearing And

11' 6'

5' Widening

Overbuild Detail

Sta. 10+65.88 to Sta. 27+92.35

£ Survey CR 197A (Woodbine Rd.)

Type SP Structural Course (Traffic C) (PG 76-22)

Friction Course (FC-9.5) (Traffic C) (PG 76-22) and

See Table for Depth of Overbuild

Type SP (Traffic C) Overbuild

Milled Surface

� Survey CR 197A

R ig h t

O f

W a y L in e

R ig h t

O f

W a y L in e

TYPICAL SECTIONS

5A

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSANTA ROSA COUNTY

BOARD OF COUNTY COMMISSIONERS

ROAD NO. MM PROJECT IDCOUNTY

502100976-005SANTA ROSACR 197A

/2

/2

C

P W

D ri v e

\M o tt M a c D o n a ld

L td

\F L

T -D e s ig n \W o rk s e ts \F

D O

T \5

W o o d b in e

U

S

P W

\r o a d w a y \T

Y P

S R

D

H w y

.d g n

:5

:2

A

M S

H U

PENSACOLA, FLORIDA 32502

220 WEST GARDEN STREET, SUITE 700

MOTT MACDONALD FLORIDA, LLC.

LICENSE NUMBER: 57043

RICKY E. BRANTON, PE

F A

C N

O T

E

ENGINEER OF RECORD

OVERBUILD DETAILS

STATION A

THICKNESS

B

THICKNESS

C

THICKNESS

OVERBUILD

WIDTH OF

OVERBUILD

AREA OF

(IN) (IN) (IN) (FT) (SF)

11+20.00 7.0 3.8 0.9 77.3 23.8

11+50.00 9.1 10.3 8.6 58.6 46.9

12+00.00 8.4 14.2 9.7 58.6 57.4

12+50.00 4.5 8.2 6.6 58.7 32.3

13+00.00 3.2 5.7 4.4 58.4 21.6

13+50.00 2.2 6.0 5.9 58.2 24.5

14+00.00 3.2 8.0 9.0 58.1 34.6

14+50.00 1.6 8.1 10.6 58.0 34.9

15+00.00 7.3 8.1 11.6 49.9 32.2

15+50.00 2.2 8.2 11.8 47.7 31.7

16+00.00 1.9 8.2 10.9 42.4 29.5

16+50.00 0.6 8.3 10.0 41.3 28.3

17+00.00 0.5 8.0 12.1 39.2 27.7

17+50.00 0.4 6.5 11.8 36.1 24.0

18+00.00 0.0 4.2 13.5 27.5 20.3

18+50.00 0.0 2.7 11.2 29.7 14.8

19+00.00 0.0 2.0 8.8 27.3 11.4

19+50.00 0.0 1.6 8.4 25.5 9.2

20+00.00 0.0 0.0 5.3 21.0 4.7

20+50.00 0.0 0.0 5.2 16.3 3.5

21+00.00 0.0 1.2 14.3 23.0 9.1

21+50.00 0.0 2.7 16.7 23.0 12.8

22+00.00 0.0 4.1 10.3 23.4 11.1

22+50.00 0.1 6.1 10.5 22.6 13.7

23+00.00 0.5 7.7 11.8 28.3 17.1

23+50.00 0.5 7.9 12.1 30.2 17.3

24+00.00 0.5 7.9 11.8 30.7 17.1

24+50.00 0.5 8.5 11.3 30.7 17.8

25+00.00 0.5 8.8 10.7 32.4 18.2

25+50.00 0.5 8.6 10.1 35.6 18.5

26+00.00 0.0 4.7 4.9 36.6 9.1

26+50.00 0.0 2.6 1.7 18.6 2.7

27+00.00 0.0 0.0 0.0 0.0 0.0

27+50.00 0.0 0.0 0.0 0.0 0.0

Limits of OverbuildWidening Widening

A

B

C

Existing R/W Varies (50' Min.) Existing R/W Varies (50' Min.)

Standard Clearing And Grubbing Standard Clearing And Grubbing

= N/Ae

212+13.62= PT STA.

195+12.13= PC STA.

2,387.40= R

1,701.49= L

888.68= T

02°24'00"= D

(RT)40°50'04"= ¬

204+00.81= PI STA.

CURVE DATA NO. 1

= NCe

24+43.94= PT STA.

16+16.40= PC STA.

2,864.93= R

827.54= L

416.67= T

02°00'00"= D

(RT)16°33'00"= ¬

20+33.07= PI STA.

CURVE DATA NO. 2

+16.40

STA.

PC

+43.94

STA.

PT

= e

24+43.94= PT STA.

16+16.40= PC STA.

2,864.93= R

827.54= L

416.67= T

02°00'00"= D

(RT)16°33'00"= ¬

20+33.07= PI STA.

CURVE DATA

20+33.07

PI STA.

N °5

'3

"W

N °2

'3

"W

179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200

205+

.1

S

T A

P

C

.8

P I

S

T A

180 185 190 195

180 190

2002001

+16.40

STA.

PC

+43.94

STA.

PT

= e

24+43.94= PT STA.

16+16.40= PC STA.

2,864.93= R

827.54= L

416.67= T

02°00'00"= D

(RT)16°33'00"= ¬

20+33.07= PI STA.

CURVE DATA

20+33.07

PI STA.

N °5

'3

"W

N °2

'3

"W

179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200

205+

.1

S

T A

P

C

.8

P I

S

T A

180 185 190 195

180 190

200200

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

ROAD NO. FINANCIAL PROJECT IDCOUNTY

/2

/2 c p w w o r k in g \h m m

\t r a n s p o r ta ti o n \l o y \d m s \P

L A

Y R

D .d g n

:3

:4

A M lo y

PENSACOLA, FLORIDA 32502

220 WEST GARDEN STREET, SUITE 700

MOTT MACDONALD FLORIDA, LLC.

57043LICENSE NUMBER:

RICKY E. BRANTON, P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

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D

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IT

A

L L

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A N

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E A

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D U

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-2

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F

.A .C

ENGINEER OF RECORD

PROJECT LAYOUT

N

9 10 11

£ Survey US 90

Sta. 179+84.00

Begin Construction

£ Survey CR 197A

Sta. 10+65.88

Begin Construction

£ Survey US 90

Sta. 197+73.85

End Construction

£ Survey CR 197A

Sta. 27+92.35

End Construction

£ Survey CR 197A

Sta. 26+57.37

End Project

STA 10+00.00 £ SURVEY CR 197A

STA. 194+44.35 £ SURVEY US 90

CURVE NO. 2

CURVE NO. 1

SR.10 US.90 N23°59'27"E

STA 194+62.59 63.31 LT £ SURVEY US 90

STA. 10+65.88 £ SURVEY CR 197A

BEGIN CONSTRUCTION

BEGIN PROJECT

e = NC

PT STA. = 24+43.94

PC STA. = 16+16.40

R = 2,864.93 L = 827.54 T = 416.67 D = 02°00'00"

¬ = 16°33'00" (RT)

PI STA. = 20+33.07

CURVE DATA NO. 2

e = 0.04

PT STA. = 212+13.62

PC STA. = 195+12.13

R = 2,387.40 L = 827.54 T = 888.68 D = 02°24'00"

¬ = 40°50'04" (RT)

PI STA. = 204+00.81

CURVE DATA NO. 1

1"=

0'

DATE DESCRIPTION

NO.

SHEETSANTA ROSA COUNTY

BOARD OF COUNTY COMMISSIONERS

/2

/2 c p w w o r k in g

\h m m \t r a n s p o r ta ti o n \s h u

\d m s

\C T

L S

R D

.d g n

:5

:4

A

M S

H U

32503FLORIDAPENSACOLA,

220 WEST GARDEN STREET, SUITE 700

MOTT MACDONALD FLORIDA, LLC.

57043LICENSE NUMBER:

RICKY E. BRANTON, P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

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IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

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-2

.0

F

.A .C

ENGINEER OF RECORD

PROJECT CONTROL

¡ REFERENCE POINTS

¡ STATION NORTHING (Y) EASTING (X) SCALE FACTOR

LEGEND

□ = Found 6x6 conrete monument

○ = Found mag nail with FDOT washer

▲ = Set 5/8" rebar with orange FDOT reference cap

� = Found 5/8" rebar with orange FDOT cap

HORIZONTAL AND VERTICAL CONTROL

1. PROJECT IS BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM NAD 1983/2011 HORIZONTAL DATUM.

2. BENCHMARK ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88).

HORIZONTAL CONTROL.

3. INFORMATION FOR BENCHMARKS IS SHOWN TO THE NEAREST FOOT FOR COORDINATES & THE TENTH OF A SECOND FOR LATITUDE / LONGITUDE AND IS TO BE USED FOR RECON PURPOSES ONLY, SHOULD NOT BE USED FOR

STAMPING ID ¡ STATION OFFSET ELEVATION (Z) DESCRIPTION NORTHING (Y) EASTING (X) LATITUDE LONGITUDE SCALE FACTOR C10 10+73.54 -78.56' LT. 15.61 5/8" IRON ROD WITH CAP 588649.0350 1126775.9670 30° 35' 29.20430" 87° 10' 31.17055" 0.999975741

CP1 16+33.76 45.62' RT. 15.72 1/2" IRON ROD WITH CAP STAMPED SSMC TRAV. PT. 589104.4757 1126427.3325 30° 35' 33.63000" 87° 10' 35.28054" 0.999975900

CP2 22+19.37 23.22' RT. 24.39 1/2" IRON ROD WITH CAP STAMPED SSMC TRAV. PT. 589506.3545 1126011.9203 30° 35' 37.51013" 87° 10' 40.14006" 0.999976039

GENERAL NOTES

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSANTA ROSA COUNTY

BOARD OF COUNTY COMMISSIONERS

/2

/2 c p w w o r k in g

\h m m \t r a n s p o r ta ti o n \s h u

\d m s

\G N

N T

R D

.d g n

:5

:5

A

M S

H U

PENSACOLA, FLORIDA 32502

220 WEST GARDEN STREET, SUITE 700

MOTT MACDONALD FLORIDA, LLC.

57043LICENSE NUMBER:

RICKY E. BRANTON, P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

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N

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A N

D S

E A

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D U

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F

.A .C

ENGINEER OF RECORD

BEFORE FINAL ACCEPTANCE.

CONTRACTOR TO REMOVE ALL SILTATION THAT ACCUMULATES IN POND BOTTOM, RIPRAP, STORM DRAIN PIPE AND DRAINAGE STRUCTURES6.

REINFORCED CONCRETE PIPE SHALL BE USED FOR ALL STORM DRAIN PIPE CLASS I SHOWN IN THE PLANS UNLESS OTHERWISE NOTED.5.

EXISTING DRAINAGE IS TO BE REMOVED UNLESS OTHERWISE NOTED IN THE PLANS.4.

THE POINTS SHOWN. INTERPOLATIONS BETWEEN THESE POINTS HAVE NOT BEEN VERIFIED.

INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE ONLY. THE VERIFIED LOCATIONS/ELEVATIONS APPLY ONLY AT

THE LOCATION(S) OF THE UTILITIES SHOWN IN THE PLANS (INCLUDING THOSE DESIGNATED Vv, Vh AND Vvh) ARE BASED ON LIMITED3.

GENERAL NOTES

OF DESIGN PLANS AND FOR CONSTRUCTION ON SUBJECT PROJECT. THE PROFESSIONAL SURVEYOR AND MAPPER OF RECORD IS:

ALL SURVEY INFORMATION WAS OBTAINED FROM A LICENSED FLORIDA PROFESSIONAL SURVEYOR AND MAPPER AND UTILIZED AS SUPPORTING DATA IN THE PRODUCTION1.

THOMAS K. MEAD, P.S.M.

P.S.M. NO.: 5624

SOUTHEASTERN SURVEYING AND MAPPING CORPORATION

1130 HIGHWAY 90

CHIPLEY, FL 32428

(850) 638-0790

CERTIFICATE OF AUTHORIZATION: LB 2108

UTILITY/AGENCY OWNERS FOR THIS PROJECT INCLUDE:2. :

COMPANY CONTACT TELEPHONE NUMBERS

AT&T TOM MANNING (850) 623-3521

CITY OF MILTON JOE COOK (850) 983-5434

FP&L STEPHEN HARRIS (850) 516-8499

LUMEN JOHN DALTON (757) 822-4285

MCI / VERIZON THOMAS WIND (850) 475-7477

MEDIACOM EDDIE ARNOLD (850) 934-2560

PACE WATER DAMON BOUTWELL (850) 994-5129

COX COMMUNICATIONS TROY YOUNG (850) 232-5044

UNITI KYLE HILL (850) 544-1400

QUANTA RUSSELL RIBBLETT (678) 836-5610

10 11 12 13 14 15

N49°56'33"W

10 1510

+12.13

STA.

PC

U

U

U

TH

THTH

T E L

S A

N

U

WATER

WATER

BACK FLOW

WATER

BACK FLOW

TH

U

WATER

S A

N

BACK FLOW

T E L

U

U

U

TH

U

S A

N

TH

S A

N

S A

N

N

EL. 14.16

31.75' RT.

+64.50

EL. 13.95

31.75' RT.

+56.20

EL. 15.34

55.09' RT.

+90.82

EL. 15.58

54.95' RT.

+38.16

EL. 13.76

31.75' LT.

+94.47

EL. 14.69

49.79' LT.

+17.46

EL. 14.76

49.99' LT.

+42.79

EL. 14.83

31.75' LT.

+66.86

31.75' LT.

+29.05

EL. 15.74

49.25' LT.

+48.89

EL. 15.96

48.87' LT.

+73.72

EL. 16.37

31.75' LT.

+97.45

66.78' LT.

+74.46

EL. 16.84

100.40' RT.

+11.22

EL. 15.35

48.45' RT.

+41.40

EL. 14.92

46.55' RT.

+84.78

4.25' RT.

+55.37

8.25' RT.

+55.86

EL. 14.95

31.75' RT.

+71.23

19"x30" PIPE

CONST. 108 LF OF

OF 18" PIPE

CONST. 17 LF

OF 18" PIPE

CONST. 58 LF

OF 18" PIPE

CONST. 35 LF

19"x30" PIPE

CONST. 67 LF OF

OF 18" PIPE

CONST. 115 LF

OF 18" PIPE

CONST. 96 LFEXIST. R/W

EXIST. R/W

EXIST. R/W

£ SURVEY CR 197A

£ SURVEY CR 197A

EL. 15.85

95.79' LT.

+53.04

STA. 10+00.00 £ SURVEY CR 197A

STA. 194+44.35 £ SURVEY US 90 =

STA. 194+62.59 63.31 LT £ SURVEY US 90

STA. 10+65.88 £ SURVEY CR 197A =

BEGIN CONSTRUCTION

BEGIN PROJECT

S-102

S-103

S-104

S-107

S-110

S-112

S-105 S-106 S-108

S-109

S-113

78.98' LT.

+42.54

74.98' LT.

+42.54

S-102A

OF 18" PIPE

CONST. 157 LF

S-111

OF 18" PIPE

CONST. 17 LF

31.75' LT.

+32.20

64.46' LT.

+72.54

63.28' RT.

+08.72

WARNING: GAS PIPE LINE IN AREA OF CONSTRUCTION

50.00' RT.

+44.40

CR-C

CR-C

CR-G

CR-G

CR-G

CR-G

R

R

R

R

35'R

R

R

R

SEE SPECIAL

DETAIL SHEET

SEE SPECIAL

DETAIL SHEET

IN PLACE

FILL PIPE

OF HANDRAIL

CONST. 9 LF

OF HANDRAIL

CONST. 9 LF

60.00' RT.

+47.17

AGREEMENT

LICENSE

CR-G

CR-G

LANE WIDENING LIMITS

MILLING, RESURFACING &

OVERBUILD LIMITS

LEGEND

CONCRETE REMOVAL

MILLING AND RESURFACING

LIMITS

1" = 5' Vertical

1" = 50' Horizontal

SCALE

5 5

10 10

15 15

20 20

8 9 10 11 12 13 14

-1.000% +1.177

(-)1.000% (+)1.17 7%

.5

.5

.2

.0

.7

.5

.2

.0

.8

.7

.7

.9

.1

.4

.7

.0

.3

.5

.5

E

L

.8

S

T A

S-107

S-104

S-103

S-110

18" PIPE

19"x30" PIPE19"x30" PIPE

FL 9.65 FL 9.75

FL 9.90

FL 10.00

FL 11.00

S-112

18" PIPE

FL 12.00

.9

.1

.0

.2

.9

VPL +81.67

EL. 14.70

PI +87.15

EL. 14.33

135 VC

K=62.02

AT £ SURVEY

EXISTING GRADE

PROFILE GRADE

STA. 194+62.59 63.31 LT £ SURVEY US 90

STA. 10+65.88 £ SURVEY CR 197A =

BEGIN PROFILE

STA. 10+00.00 £ SURVEY CR 197A

STA. 194+44.45 £ SURVEY US 90 =

DATE DESCRIPTION

NO.

SHEETSANTA ROSA COUNTY

BOARD OF COUNTY COMMISSIONERS

ROAD NO. MM PROJECT IDCOUNTY

502100976-005SANTA ROSACR 197A

/2

/2 c u s e r s \c o o

\a p p d a ta

\l o c a l\ p r o je c tw is e \w o r k d ir

\m o tt u s e p w

\d m s

\P L

A N

R D

.d g n

:5

:1

A

M S

H U

PENSACOLA, FLORIDA 32502

220 WEST GARDEN STREET SUITE 700

MOTT MACDONALD FLORIDA, LLC.

LICENSE NUMBER: 57043

RICKY E. BRANTON, PE

F A

C N

O T

E

ENGINEER OF RECORD

ROADWAY PLAN-PROFILE

EL. 14.16

31.75' LT.

+59.20

19"x30" PIPE

CONST. 89 LF OF

19"x30" PIPE

CONST. 58 LF OF

EXIST. R/W

EXIST. R/W

EXIST. R/W

SIDEWALK

CONST 5' CONC.

DETECTABLE WARNING

17.82' RT.

194+26.57STA.

50.00' LT.

+15.68

EXISTING BRICK SIGN TO REMAIN

18 19

.4

S

T A

P C

= e

24+43.94= PT STA.

16+16.40= PC STA.

2,864.93= R

827.54= L

416.67= T

02°00'00"= D

(RT)16°33'00"= ¬

20+33.07= PI STA.

CURVE DATA

.0

P I

S

T A

U

U

NPW

S D

WATER

WATER

WATER

U

BACK FLOW

U

BACK FLOW

WATER

U

WATER

WATER

BACK FLOW

WATER

BACK FLOW WATER

BACK FLOW

BACK FLOW

U

WATER

S A

N

S A

N

WATER

BACK FLOW

WATER

WATER

U

S D

N

EL. 19.31

48.88' LT.

+12.14

EL. 20.14

48.88' LT.

+60.00

EL. 24.70

31.75' LT.

+83.30

EL. 24.70

31.75' LT.

+88.84

EL. 24.70

31.75' LT.

+70.30

EL. 22.46

49.45' LT.

+91.12

EL. 18.43

31.75' RT.

+72.91

EL. 18.82

40.19' RT.

+94.15

EL. 19.03

48.92' RT.

+03.40

EL. 19.42

48.86' RT.

+51.23

EL. 19.64

31.75' RT.

+75.40

31.75' LT.

+16.40

EL. 14.95

31.75' RT.

+71.23

8.25' LT.

+05.37

4.25' LT.

+05.86

8.25' LT.

+67.00

4.25' LT.

+67.51

4.25' RT.

+17.00

8.25' RT.

+17.48

CONST. 35 LF OF 18" PIPE

CONST. 86 LF OF 18" PIPE

CONST. 17 LF OF 14"x23" PIPE

CONST. 36" PIPE

OF 18" PIPE

CONST. 9 LF

PIPE W/ CONC. JACKET

CONST. 26 LF OF 36"

TO REMAIN

EXIST. 36" RCP

CONST. 67 LF OF 18" PIPE

PIPE TO REMAIN

EXIST. 10" PVC

EXIST. 24" RCP TO REMAIN

30" PIPE

CONST.

TO REMAIN

24" RCP

EXIST.

50.00' LT.

+59.96

50.00' LT.

+12.04

EXIST. R/W

EXIST. R/W

EXIST. R/W

£ SURVEY CR 197A

£ SURVEY CR 197A

S-206

S-208

O-4

O-5

S-207

OF 30" PIPE

CONST. 23 LF

S-204

S-205S-201

S-203

S-112

S-113

CONST. 67 LF OF 18" PIPE

CONST. 234 LF OF 18" PIPE

S-206B

S-114

WARNING: GAS PIPE LINE IN AREA OF CONSTRUCTION

CR-G

CR-G

CR-G

CR-G

CR-G

R

R

R

25'R

R

50.00' RT.

+16.40

50.00' LT.

+16.40

CURVE 1

NC

CONST. 9 LF OF HANDRAIL

57.00' RT.

+20.00

50.00' RT.

+20.00

60.00' RT.

+70.00

57.00' RT.

+70.00

60.00' RT.

+70.0060.00' RT.

+00.00

50.00' RT.

+00.00

LICENSE AGREEMENT

LICENSE AGREEMENT

S-114A

CONST. 10 LF OF 18" PIPE

CONST. 9 LF OF HANDRAIL

LANE WIDENING LIMITS

MILLING, RESURFACING &

OVERBUILD LIMITS

LEGEND

CONCRETE REMOVAL

6" CONC. SIDEWALK

1" = 5' Vertical

1" = 50' Horizontal

SCALE

10 10

15 15

20 20

25 25

15 16 17 18 19 20 21

(+)1.17 7%

(+)1.3 98%

.8

.1

.4

.7

.0

.3

.6

.9

.2

.5

.8

.1

.4

.7

.0

.3

.5

.8

.1

.4

.8

.1

.5

.8

.2

.5

.9

.2

.5

E

L

.5

S

T A

.1

.3

.5

.0

.3

.6

.0

S-112

S-204

FL 15.60

18" PIPE

S-206 S-208

FL 18.50

TO REMAIN

36" PIPE

30" PIPE

AT £ SURVEY

EXISTING GRADE

PROFILE GRADE

FL 15.20

PIPE

30"

FL 13.50

S-206B

TO

PIPE

18"

FL 12.00 FL 12.50

S-114

DATE DESCRIPTION

NO.

SHEETSANTA ROSA COUNTY

BOARD OF COUNTY COMMISSIONERS

ROAD NO. MM PROJECT IDCOUNTY

502100976-005SANTA ROSACR 197A

/2

/2 c p w w o r k in g \h m m

\t r a n s p o r ta ti o n \l o y \d m s \P

L A

N R

D .d g n

:5

:1

A

M S

H U

PENSACOLA, FLORIDA 32502

220 WEST GARDEN STREET SUITE 700

MOTT MACDONALD FLORIDA, LLC.

LICENSE NUMBER: 57043

RICKY E. BRANTON, PE

F A

C N

O T

E

ENGINEER OF RECORD

ROADWAY PLAN-PROFILE

23 24 25 26 27 28 29

.9

S

T A

P T

N33°23'33"W

NPW

S D

S D

B A C K

F L O

W W A T E R

S A

N

U

B A C K

F L O

W

B A C K

F L O

W

W A T E R

S D

B A C K

F L O

W

U

W A T E R

S D

W A T E R

S A

N

S A

N

U

U W A T E R

U

B A C K

F L O

W

W A T E R

U

W A T E R

B A C K

F L O

W

S-209

CURVE DATA NO. 2

PI STA. = 20+33.07

Δ = 16°33'00" (RT)

D = 02°00'00" T = 416.67 L = 827.54 R = 2,864.93

PC STA. = 16+16.40

PT STA. = 24+43.94

e = NC

1"=50'

N

EL. 26.68

31.75' LT.

+12.03

EL. 27.76

31.75' LT.

+80.81

EL. 26.36

48.88' LT.

+57.51

EL. 25.87

48.88' LT.

+35.33

39.75' LT.

+57.37

31.75' RT.

+57.37

EL. 30.42

48.87' RT.

+81.21

EL. 30.11

31.75' RT.

+57.48

EL. 26.49

48.86' RT.

+63.34

EL. 27.75

31.75' RT.

+87.51

50.00' LT.

+08.40

50.00' LT.

+28.40

31.75' LT.

+57.37

EL. 22.90

48.51' LT.

+17.55

EL. 25.69

31.75' LT.

+41.10

PIPE TO REMAINEXIST. 10

" PVC

TO REMAIN

EXIST. 24" RCP

CONST. 92 LF OF 30" PIPE

CONST. 145 LF OF 30" PIPE

CONST. 51 LF OF 24" PIPE

TO REMAIN

EXIST. 18" RCP

CONST. 284 LF OF 30" PIPE

CONST. 22 LF OF 30" PIPE

CONST. 66 LF OF 18" PIPE

CONST. 2 LF OF 18" PIPE

CONST. 192 LF OF 24" PIPE

O-11

CONST. 61 LF OF 18" PIPE

18" RCP TO REMAIN

CONST. 15 LF OF 18" PIPE

EXIST. 6" PVC TO REMAIN

EXIST. R/W

EXIST. R/W

, 3.44' LT27+92.35STA.

END CROWN SHIFT

END CONSTRUCTION

£ SURVEY CR 197A

L

IM

B A

U G

H

L

N

EL. 26.54

31.75' RT.

+01.25

EL. 25.58

48.86' RT.

+24.42

O-10

WITH 2 90-DEGREE ELBOWS

CONST. 15 LF OF 6" PVC PIPE

O-9

S-212

S-213

0-6

0-7

S-211

0-8

S-210 S-209

EL. 31.51

48.87' RT.

+20.70

EL. 31.54

31.75' RT.

+44.43

EXISTING

MATCH

15.01' RT.

+92.35

EXISTING

MATCH

22.12' LT.

+92.35

WARNING: GAS PIPE LINE IN AREA OF CONSTRUCTION

CR-G

CR-G

CR-G

CR-G CR-G

CR-G

CR-G

R

R

'R

R

25'R

R

R

50.00' LT.

+43.94

50.00' RT.

+43.94

£ SURVEY CR 197A

STA. 26+57.37, 0.00' LT

BEGIN CROWN SHIFT

END PROJECT

CROWN SHIFT LINE

S-214

S-215

CONST. 32 LF OF 18" PIPE

LANE WIDENING LIMITS

MILLING, RESURFACING &

OVERBUILD LIMITS

LEGEND

CONCRETE REMOVAL

G-4

CONST. 4 LF OF 18" PIPE W/ CONC. JACKET

W/ CONC. JACKET

CONST. 4 LF OF 24" PIPE

W/ CONC. JACKET

CONST. 4 LF OF 18" PIPE

1" = 5' Vertical

1" = 50' Horizontal

SCALE

20 20

25 25

30 30

35 35

22 23 24 25 26 27 28

.2

.3

.6

.0

.7

.8

+1.398% +2.8 90%

(+)1.39 8%

(+)2 .890

.6

.9

.3

.6

.0

.3

.7

.0

.4

.7

.1

.4

.8

.1

.4

.8

.2

.6

.1

.7

.3

.0

.8

.5

.2

.9

.6

.4

'30" PIPE

S-209

FL 19.50

30" PIPE

FL 21.50

FL 22.50

S-210

FL 26.00

S-212

PIPE

30"

S-213

FL 26.50

135 VC

K=90.47

PI +63.46

EL. 32.04

PROFILE GRADE

AT £ SURVEY

EXISTING GRADE

MATCH EXISTING EL. 35.95

STA. 27+92.35 £ SURVEY CR 197A

END CROWN SHIFT

END PROFILE

30" PIPE

BEGIN CROWN SHIFT

BEGIN PGL SHIFT FROM 9.75' LT/RT TO CROWN LINE

STA. 26+57.37

EL. 32.16

EL. 32.35

DATE DESCRIPTION

NO.

SHEETSANTA ROSA COUNTY

BOARD OF COUNTY COMMISSIONERS

ROAD NO. MM PROJECT IDCOUNTY

502100976-005SANTA ROSACR 197A

/2

/2 c p w w o rk in g \h m m

\t ra n s p o rt a ti o n \l o y \d m s \P

L A

N R

D .d g n

:5

:1

A

M S

H U

PENSACOLA, FLORIDA 32502

220 WEST GARDEN STREET SUITE 700

MOTT MACDONALD FLORIDA, LLC.

LICENSE NUMBER: 57043

RICKY E. BRANTON, PE

F A

C N

O T

E

ENGINEER OF RECORD

ROADWAY PLAN-PROFILE

179 180 181 182 183 184 185 186180 185180

1" =50

N

STA. 179+84.00 76.61' LT £ SURVEY US 90

BEGIN CONSTRUCTION AND BEGIN LANE WIDENING

88.24' LT.

+14.01

76.61' LT.

+84.00

12'

STA. 184+60.00 75.45 LT.

BEGIN MILLING AND RESURFACING

5' PAVED SHOULDER

EXISTING R/W

EXISTING R/W

£ SURVEY US 90

MILLING AND RESURFACING LIMITS

LANE WIDENING LIMITS

LEGEND

LIMITS OF CONSTRUCTION

£ SURVEY US 90

£ SURVEY US 90

SEDIMENT BARRIER

1" =50

N

STA. 179+84.00 76.61' LT £ SURVEY US 90

BEGIN CONSTRUCTION AND BEGIN LANE WIDENING

88.24' LT.

+14.01

76.61' LT.

+84.00

12'

STA. 184+60.00 75.45 LT.

BEGIN MILLING AND RESURFACING

5' PAVED SHOULDER

EXISTING R/W

EXISTING R/W

£ SURVEY US 90

MILLING AND RESURFACING LIMITS

LANE WIDENING LIMITS

LEGEND

LIMITS OF CONSTRUCTION

£ SURVEY US 90

£ SURVEY US 90

SEDIMENT BARRIER

PLANROADWAY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSANTA ROSA COUNTY

BOARD OF COUNTY COMMISSIONERS

/2

/2 c p w w o r k in g \h m m

\t r a n s p o r ta ti o n \l o y \d m s \P

L A

N R

D A

.d g n

:1

:5

P

M lo y

PENSACOLA, FLORIDA 32502

220 WEST GARDEN STREET, SUITE 700

MOTT MACDONALD FLORIDA, LLC.

57043LICENSE NUMBER:

RICKY E. BRANTON, P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

ENGINEER OF RECORD

187 188 189 190 191 192 193 194190190

U

U S A

N

U

T

HU T

HT

H

S-10225' R

R S-10225'

R

R

1" =50

N

24"x38" PIPE

CONST. 73 LF OF

AND MES'S TO REMAIN

EXIST. DBL. 24" PIPES

84.65' LT.

+30.00

5' PAVED SHOULDER

£ SURVEY US 90+42.54 63.00' LT.

END MILLING AND RESURFACING

EXISTING R/W

EXISTING R/W

£ SURVEY US 90

MILLING AND RESURFACING LIMITS

LANE WIDENING LIMITS

LEGEND

LIMITS OF CONSTRUCTION

S-101

79.00' LT

+44.62

103.90' LT.

+19.18

WARNING: GAS PIPE LINE IN AREA OF CONSTRUCTION

121.31' LT.

+26.96

73.01' LT.

+82.88

73.71' LT.

+19.11

PLANT PRESERVATION AREA

79.00' LT

+57.74

£ SURVEY US 90+57.74 63.00' LT

BEGIN MILLING AND RESURFACING

£ SURVEY US 9072.65' LT.+30.00

END MILLING AND RESURFACING

END LANE WIDENING

103.87' LT.

+82.95

CR-C

CONST. 19"x30" PIPE

A

B

SPECIAL DITCH PROFILE

A

EL. 9.35

STA. 191+85.00

BEGIN SPECIAL DITCH

B

EL. 9.50

STA. 192+58.00

END SPECIAL DITCH

SEDIMENT BARRIER

1" =50

N

24"x38" PIPE

CONST. 73 LF OF

AND MES'S TO REMAIN

EXIST. DBL. 24" PIPES

84.65' LT.

+30.00

5' PAVED SHOULDER

£ SURVEY US 90+42.54 63.00' LT.

END MILLING AND RESURFACING

EXISTING R/W

EXISTING R/W

£ SURVEY US 90

MILLING AND RESURFACING LIMITS

LANE WIDENING LIMITS

LEGEND

LIMITS OF CONSTRUCTION

S-101

79.00' LT

+44.62

103.90' LT.

+19.18

WARNING: GAS PIPE LINE IN AREA OF CONSTRUCTION

121.31' LT.

+26.96

73.01' LT.

+82.88

73.71' LT.

+19.11

PLANT PRESERVATION AREA

79.00' LT

+57.74

£ SURVEY US 90+57.74 63.00' LT

BEGIN MILLING AND RESURFACING

£ SURVEY US 9072.65' LT.+30.00

END MILLING AND RESURFACING

END LANE WIDENING

103.87' LT.

+82.95

CR-C

CONST. 19"x30" PIPE

A

B

SPECIAL DITCH PROFILE

A

EL. 9.35

STA. 191+85.00

BEGIN SPECIAL DITCH

B

EL. 9.50

STA. 192+58.00

END SPECIAL DITCH

SEDIMENT BARRIER

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSANTA ROSA COUNTY

BOARD OF COUNTY COMMISSIONERS

/2

/2 c p w w o r k in g \h m m

\t r a n s p o r ta ti o n \l o y \d m s \P

L A

N R

D A

.d g n

:2

:5

P

M lo y

PENSACOLA, FLORIDA 32502

220 WEST GARDEN STREET, SUITE 700

MOTT MACDONALD FLORIDA, LLC.

57043LICENSE NUMBER:

RICKY E. BRANTON, P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

U

197 198 199

.1

S

T A

P C

200200200

U

T H

T

HT

H

T E

L

W A T E R

B A C K

F L O

W

U

S A

N

T E

L

U

U

U

S A

N

S A

N

U

B A C K

F L O

W W A T E R

S A

N

S-103

S-104

S-106

S-105

S-102A S-102B

CURVE DATA

PI STA. = 296+90.02

¬ = 08°20'55" (RT)

D = 02°21'02"

T = 177.89

L = 355.15

R = 2,437.40

PC STA. = 295+12.13

PT STA. = 298+67.29

e = NA

'R

S-103

S-104

S-106

S-105

S-102A S-102B

CURVE DATA

PI STA. = 296+90.02

¬ = 08°20'55" (RT)

D = 02°21'02"

T = 177.89

L = 355.15

R = 2,437.40

PC STA. = 295+12.13

PT STA. = 298+67.29

e = NA

'R

1"

N

PIPE

19"x30

CONST.

PIPE

19"x30"

CONST.

PIPE

19"x30"

CONST.

18" PIPE

CONST.

£ SURVEY US 90

+73.85 63.38' LT.

END CONSTRUCTION

MILLING AND RESURFACING LIMITS

LEGEND

£ SURVEY US 90

EXISTING R/W

EXISTING R/W

CR 197A

£ SURVEY

MILLING, RESURFACING &

OVERBUILD LIMITS

89.11' LT.

+77.49

95.11' LT.

+63.88

EL. 17.20

80.07' LT.

+42.07

EL. 16.84

79.81' LT.

+69.70

WARNING: GAS PIPE LINE IN AREA OF CONSTRUCTION

CONCRETE REMOVAL

EL. 16.29

89.69' LT.

+39.93

EL. 15.95

103.89' LT.

+26.66

EL. 15.04

125.00' LT.

+31.36

29.75' RT.

+29.16

29.79' RT.

+24.16

125.00' LT.

+18.21

100.00' LT.

+18.21

75.00' RT.

+18.21

50.00' RT.

+18.21

121.31' LT.

+26.96

LANE WIDENING LIMITS

LANDSCAPING WHERE POSSIBLE

CONTRACTOR TO PRESERVE

62.45' LT.

+72.09

CR-G

STA. 10+00.00 £ SURVEY CR 197A

STA. 194+44.35 £ SURVEY US 90 =

STA. 194+62.59 63.31 LT £ SURVEY US 90

STA. 10+65.88 £ SURVEY CR 197A =

BEGIN CONSTRUCTION

BEGIN PROJECT

CR-C

CR-C

1"

PIPE

19"x30

CONST.

PIPE

19"x30"

CONST.

PIPE

19"x30"

CONST.

18" PIPE

CONST.

£ SURVEY US 90

+73.85 63.38' LT.

END CONSTRUCTION

MILLING AND RESURFACING LIMITS

LEGEND

£ SURVEY US 90

EXISTING R/W

EXISTING R/W

CR 197A

£ SURVEY

MILLING, RESURFACING &

OVERBUILD LIMITS

89.11' LT.

+77.49

95.11' LT.

+63.88

EL. 17.20

80.07' LT.

+42.07

EL. 16.84

79.81' LT.

+69.70

WARNING: GAS PIPE LINE IN AREA OF CONSTRUCTION

CONCRETE REMOVAL

EL. 16.29

89.69' LT.

+39.93

EL. 15.95

103.89' LT.

+26.66

EL. 15.04

125.00' LT.

+31.36

29.75' RT.

+29.16

29.79' RT.

+24.16

125.00' LT.

+18.21

100.00' LT.

+18.21

75.00' RT.

+18.21

50.00' RT.

+18.21

121.31' LT.

+26.96

LANE WIDENING LIMITS

LANDSCAPING WHERE POSSIBLE

CONTRACTOR TO PRESERVE

62.45' LT.

+72.09

CR-G

STA. 10+00.00 £ SURVEY CR 197A

STA. 194+44.35 £ SURVEY US 90 =

STA. 194+62.59 63.31 LT £ SURVEY US 90

STA. 10+65.88 £ SURVEY CR 197A =

BEGIN CONSTRUCTION

BEGIN PROJECT

CR-C

CR-C

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSANTA ROSA COUNTY

BOARD OF COUNTY COMMISSIONERS

/2

/2 c p w w o r k in g \h m m

\t r a n s p o r ta ti o n \l o y \d m s \P

L A

N R

D A

.d g n

:3

:3

P

M lo y

PENSACOLA, FLORIDA 32502

220 WEST GARDEN STREET, SUITE 700

MOTT MACDONALD FLORIDA, LLC.

57043LICENSE NUMBER:

RICKY E. BRANTON, P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

48.03' LT.

10+63.68STA.

30.10' LT.

10+87.90STA.

44.49' LT.

10+57.94STA.

40.70' LT.

10+59.04STA.

38.96' LT.

10+59.55STA.

34.16' LT.

10+60.98STA.

24.40' LT.

10+63.87STA.

22.26' LT.

10+66.95STA. 22.55' LT.

10+71.21STA.

22.90' LT.

10+76.32STA.

23.59' LT.

10+86.37STA.

36.05' LT.

10+78.61STA.

39.38' LT.

10+61.01STA.

37.22' LT.

10+70.55STA.

37.53' LT.

10+73.51STA.

38.98' LT.

10+74.55STA.

33.98' LT.

10+77.10STA.

25.28' LT.

10+75.62STA.

31.21' LT.

10+68.64STA.

34.59' LT.

10+62.43STA.

.5

R

R

R

R

10' R

R

R

3.5' R

N

2'

2'

2'

TRAFFIC SEPARATOR

CONST. TYPE I CONCRETE

39.91' RT.

11+04.65STA.

34.25' RT.

10+84.97STA.

38.16' RT.

10+82.11STA.

56.72' RT.

10+87.99STA.

57.03' RT.

10+94.55STA.

50.30' RT.

10+97.81STA.

46.00' RT.

11+00.35STA.

34.25' RT.

11+01.90STA.

34.25' RT.

10+93.05STA.

34.25' RT.

10+87.84STA.

46.35' RT.

10+91.33STA.

43.10' RT.

10+95.60STA.

R

.5

R

.5

R

76'

R

N

2'

2'

TRAFFIC SEPARATOR

CONST. TYPE I CONCRETE

U

S A

N

U

U

25' R

R

EL. 15.17

79.00' LT

+57.74

63.00' LT

+57.74

EL. 15.16

103.87' LT.

+82.95

EL. 15.42

123.01' LT.

+82.88

EL. 15.58

123.71' LT.

+19.11

EL. 15.59

103.90' LT.

+19.18

EL. 15.55

79.00' LT

+44.62

63.00' LT

+42.54

1" =20

N

Be Removed

Existing Conc. To

Transition

1' Friction Course

24"x38" PIPE

SPECIAL DETAILS

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSANTA ROSA COUNTY

BOARD OF COUNTY COMMISSIONERS

/2

/2 c p w w o r k in g

\h m m \t r a n s p o r ta ti o n \l o y

\d m s

\S P

D T

R D

.d g n

:5

:5

A

M S

H U

PENSACOLA, FLORIDA 32502

220 WEST GARDEN STREET, SUITE 700

MOTT MACDONALD FLORIDA, LLC.

57043LICENSE NUMBER:

RICKY E. BRANTON, P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

ENGINEER OF RECORD

R ig h t

O f W a y L in e

Optional Base Group 9

Structural Course

Commercial Drive Way On US 90 Sta 193+00 LT. £ Survey

") (PG 76-22)2

Type SP (Traffic Level C) (2

Optional Base Group 9 (Type B-12.5 ONLY)

Section AA

A

A

24"x38" Pipe

SR 10 (US 90)

Right Of Way Line

West Traffic Island Detail

East Traffic Island Detail

See Plans

Limits of Commercial Drive Existing Lanes

Varies See Plans

Milling And Resufacing

Existing Match

Transition

1' Friction Course

Slope Varies

Milling And Resufacing Limits

New Asphalt Drive

Legend

EL 16.73'

38.16' RT.

+82.11STA.

EL 16.74'

34.25' RT.

+90.45STA.

EL 16.60'

34.25' RT.

+01.90STA.

16.38'

48.13' RT.

+99.04STA.

EL 16.55'

57.03' RT.

+94.55STA.

EL 16.79'

58.02' RT.

+88.41STA.

EL 16.84'

100.40' RT.

+11.22STA.

EL 15.12'

31.75' RT.

+64.50STA.

EL 16.12'

59.10' RT.

+16.95STA.

EL 15.44'

54.52' LT.

+88.87STA.

EL 15.68'

95.79' LT.

+53.04STA.

EL 15.79'

118.59' LT.

+43.87STA.

EL 15.55'

117.71' LT.

+48.31STA.

EL 16.22'

65.24' RT.

+13.88STA.

EL 15.98'

52.85' RT.

+21.19STA.

EL 15.51'

63.33' LT.

+78.07STA. 2

.0

.8

.0

.0

.0

1.

.0

.5

R=

0'

R=

1'

R= 55'

R

6.02'EL

115.27' LT.

+32.34STA.

EL 16.20'

44.49' LT.

+57.94STA.

16.25'EL

36.56' LT.

+60.26STA.

16.31'EL

24.40' LT.

+63.87STA.

16.29'EL

22.26' LT.

+66.95STA.

16.21'EL

22.73' LT.

+73.77STA.

EL 15.96'

23.59' LT.

+86.37STA.

EL 15.77'

30.10' LT.

+87.90STA.

15.86'EL

37.51' LT.

+76.56STA.

15.39'EL

48.22' LT.

+98.52STA.

15.12'

31.75' LT.

+59.20STA.

16.0' 3.13%

.0

.2

.0'

1.9 4%

.0

.5

EL 15.26'

36.16' LT.

+26.96STA.

EL 15.60

79.66' LT.

+63.26STA.

EL 16.12'

70.05' LT.

+50.47STA.

EL 15.76'

20.75' LT.

+22.66STA. 15.78'EL

44.14' RT.

+29.72STA.

16.09'EL

31.75' RT.

+19.60STA.

16.78'EL

34.25' RT.

+84.97STA.

16.53'EL

82.21' RT.

+09.69STA.

16.93'EL

80.89' RT.

+93.74STA.

.2

.2

.3

.4

.7

.9

.0

.1

.1

Exist. Right Of Way Exist. Right Of Way

E x is t

R ig h t

O f

W a y

E x is t

R ig h t f

W a y

C R

A

S u r v e y

SR 10 (US 90)

.5

.7

.4

.0

EL 15.93'

48.03' LT.

+63.68Sta.

EL 16.21'

39.91' RT.

+04.65STA.

SPECIAL DETAILS

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSANTA ROSA COUNTY

BOARD OF COUNTY COMMISSIONERS

/2

/2 c p w w o r k in g

\h m m \t r a n s p o r ta ti o n \l o y

\d m s

\S P

D T

R D

.d g n

:5

:5

A

M S

H U

PENSACOLA, FLORIDA 32502

220 WEST GARDEN STREET, SUITE 700

MOTT MACDONALD FLORIDA, LLC.

57043LICENSE NUMBER:

RICKY E. BRANTON, P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

ENGINEER OF RECORD

1" =20

N

For Additional Spot Grading In This Area.

See Sheet 17 "Special Grading On CR 197A" Intersection Grading At Hwy 90

16.43

16.78

16.572

16.517

16.660

16.41

16.19

15.99

15.79

16.01

16.21

16.199

16.144

15.59

15.39

15.390

15.645

15.81

15.61

15.610

15.810

15.860

16.060

16.260

16.460

15.170

15.480

Exist. Right Of Way

£ Survey

CR 197A

S R

(U

S

2.

0%

16.390

16.390

16.390

16.627

16.618

16.672

16.727

16.695

16.750

16.805

16.600

16.660

16.730

16.48

16.03

15.55

16.560

16.360

16.160

15.960

16.620

16.590

16.610

16.650

16.590

16.490

16.390

16.290

16.010

16.190

16.090

15.710

15.890

15.990

15.490

15.890

16.089

15.790

15.270

+80 +20 +40 +60

16.207

16.020

15.840

15.740

15.640

16.690

16.560

16.610

16.509

16.390

0.

0%

0.

0%

2.

0%

2.

0%

2.

0%

2.

0%

2.

0%

2.

0%

2.

0%

2.

0%

2.

0%

2.

0%

LT Profile Grade

Line

RT Profile Grade

Line 4' Traffic

Separator

1.5'

+80

SPECIAL DETAIL

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSANTA ROSA COUNTY

BOARD OF COUNTY COMMISSIONERS

/2

/2 c p w w o r k in g

\h m m \t r a n s p o r ta ti o n \l o y

\d m s

\S P

D T

R D

.d g n

:5

:5

A

M S

H U

PENSACOLA, FLORIDA 32502

220 WEST GARDEN STREET, SUITE 700

MOTT MACDONALD FLORIDA, LLC.

57043LICENSE NUMBER:

RICKY E. BRANTON, P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

ENGINEER OF RECORD

Special Grading On CR 197A

STA. 195+80.00

1" = 10' Vertical

1" = 20' Horizontal

SCALE

140 120 100 80 60 40 20 0 20 40 60 80 100 120 140

10 10

20 20 E

X

IS

T

IN

G R

/W L

IN

E

WM GM

ELEV. 16.86 (EOP)

INDEX NO.'S 425-061

CLOSED FLUME INLET (TYPE 1)

STA. 195+80.00 (79.77' LT)

S-102A

SAN

BFOC

BFOCBFOC

192+58.32STA.

1" = 10' Vertical

1" = 20' Horizontal

SCALE

140 120 100 80 60 40 20 0 20 40 60 80 100 120 140

0 0

10 10

20 20

E X

IS

T

IN

G

R /W

L

IN

E E

X

IS

T

IN

G R

/W L

IN

E

1:

5.99% 2.36%

BFOC

BFOC

BFOC

BFOC

BFOC

FM

SAN

GM

GM

FL 9.50

INDEX NO. 430-022

MITERED END SECTION (1:4 SD)

STA. 192+65.35 (107.17' LT)

S-101

24"x38" PIPE

FROM S-102

1:4

193+39.13STA.

1" = 10' Vertical

1" = 20' Horizontal

SCALE

140 120 100 80 60 40 20 0 20 40 60 80 100 120 140

10 10

20 20

E X

IS

T

IN

G

R /W

L

IN

E E

X

IS

T

IN

G R

/W L

IN

E

BFOC

FM

SAN

GM

24"x38" PIPE

TO S-101

FL 9.55 (AH)

FL 9.55 (BK)

SLOT ELEV. 13.42 AH

ELEV. 14.00 (GRATE)

INDEX NO. 425-052

W/ TRAVERSABLE SLOT AH

DBI TYPE D

STA. 193+39.13 (107.56' LT)

S-102

19"x30" PIPE

FROM S-103

BFOC

BFOC

GM

BFOC

BFOC

BFOC

DATE DESCRIPTION

NO.

SHEETSANTA ROSA COUNTY

BOARD OF COUNTY COMMISSIONERS

ROAD NO. MM PROJECT IDCOUNTY

502100976-005SANTA ROSACR 197A

/2

/2 c p w w o r k in g \h m m

\t r a n s p o r ta ti o n \s h u \d m s \D

R X

S R

D .d g n

:0

:2

A

M S

H U

PENSACOLA, FLORIDA 32502

220 WEST GARDEN STREET, SUITE 700

MOTT MACDONALD FLORIDA, LLC.

LICENSE NUMBER: 86494

DANIEL P. SHULL, PE

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

ENGINEER OF RECORD

DRAINAGE STRUCTURES

£ SURVEY US 90

£ SURVEY US 90

196+50.00STA.

1" = 20' Horizontal

SCALE

140 120 100 80 60 40 20 0 20 40 60 80 100 120 140

10 10

20 20

E X

IS

T

IN

G

R /W

L

IN

E

:2

SAN

GM

ELEV. 17.00 (EOP)

INDEX NO.'S 425-061

CLOSED FLUME INLET (TYPE 1)

STA. 196+50.00 (79.65' LT)

S-102B

BFOC

BFOC

STA. 11+07.90

1" = 10' Vertical

1" = 20' Horizontal

SCALE

140 120 100 80 60 40 20 0 20 40 60 80 100 120 140

10 10

20 20

19"x30" PIPE

TO S-102

19"x30" PIPE

FROM S-104

FL 9.65 (AH)

FL 9.65 (LT)

ELEV. 15.35 (EOP)

INDEX NO.'S 425-010 AND 425-021

INLET TYPE J-5 (5' DIA.)

STA. 11+07.90 (44.65' LT)

S-103

FM GM

BFOCBFOC BFOC

BFOC

BFOC

BFOC BFOC BFOC

11+70.00STA.

1" = 10' Vertical

1" = 20' Horizontal

SCALE

140 120 100 80 60 40 20 0 20 40 60 80 100 120 140

10 10

20 20

FL 9.75 (AH)

FL 9.75 (BK)

ELEV. 15.07 (EOP)

INDEX NO.'S 425-010 AND 425-020

INLET TYPE P-1 (4' DIA.)

STA. 11+70.00 (37.25' LT)

S-104

19"x30" PIPE

TO S-103

19"x30" PIPE

FROM S-107

E X

IS

T

IN

G

R /W

L

IN

E

FM

GM

BFOC

WM BFOC

BFOC

PROP. 12" FM

L

IC

E N

S E

A G

R E

E M

E N

T

E X

IS

T

IN

G

R /W

L

IN

E

12+00.00STA.

1" = 10' Vertical

1" = 20' Horizontal

SCALE

140 120 100 80 60 40 20 0 20 40 60 80 100 120 140

10 10

20 20

E X

IS

T

IN

G

R /W

L

IN

E

E X

IS

T

IN

G

R /W

L

IN

E

E X

IS

T

IN

G

R /W

L

IN

E

2.00% 2.00% 2.00% 2.00% 1 :2

O F

F .7

O F

F

.7

WM

FM

FL 10.40 (AH)

SLOT ELEV. 13.69 (RT)

ELEV. 15.22 (TOP)

INDEX NO. 425-060

DBI TYPE C MODIFIED 6' SW

STA. 12+00.00 (37.55' RT)

S-105

18" PIPE

TO S-106

E L

.2

E L

.2

GM

BFOC

BFOC

BFOC

L

IC

E N

S E

A G

R E

E M

E N

T

PROP. 12" FM

DATE DESCRIPTION

NO.

SHEETSANTA ROSA COUNTY

BOARD OF COUNTY COMMISSIONERS

ROAD NO. MM PROJECT IDCOUNTY

502100976-005SANTA ROSACR 197A

/2

/2 c p w w o r k in g \h m m

\t r a n s p o r ta ti o n \l o y \d m s \D

R X

S R

D .d g n

:0

:4

A

M S

H U

PENSACOLA, FLORIDA 32502

220 WEST GARDEN STREET, SUITE 700

MOTT MACDONALD FLORIDA, LLC.

LICENSE NUMBER: 86494

DANIEL P. SHULL, PE

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

ENGINEER OF RECORD

DRAINAGE STRUCTURES

£ SURVEY CR 197A

£ SURVEY CR 197A

£ SURVEY CR 197A

12+20.00STA.

1" = 20' Horizontal

SCALE

140 120 100 80 60 40 20 0 20 40 60 80 100 120 140

10 10

20 20

E X

IS

T

IN

G

R /W

L

IN

E

E X

IS

T

IN

G

R /W

L

IN

E

E X

IS

T

IN

G

R /W

L

IN

E

2.00% 2.00% 2.00% 2.00% :2

O F

F .7

O F

F

.7

WM

FM

FL 10.20 (AH)

FL 10.20 (BK)

ELEV. 14.57 (EOP)

INDEX NO.'S…