44861515401-PLANS-01-ROADWAY.pdf

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PROJECT LIMITS:

EXCEPTIONS:

BRIDGE LIMITS:

RAILROAD CROSSING:

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FT LAUDERDALE

MIAMI

NAPLES

KEY WEST

SHEET DESCRIPTIONSHEET NO.

INDEX OF ROADWAY PLANS

BEE LINE

EXPRESSWAY

T U

R N P

IK

E

PENSACOLA FORT WALTON

BEACH

PANAMA

CITY

CHIPLEY

TALLAHASSEE

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA DAYTONA BEACH

DELAND

NEW PORT RICHEY

TAMPA

LAKELAND

MELBOURNE -

COCOA

ORLANDO

BARTOWST PETERSBURG

SARASOTA -

BRADENTON

FT PIERCE

FT MYERS

WEST PALM

BEACH

CONTRACT PLANS COMPONENTS

CONTRACT NO.

COUNTY

23-13

NO.

SHEET

YEAR

FISCAL

CITY

LAKE

GOVERNING STANDARD SPECIFICATIONS:

http://www.fdot.gov/programmanagement/Implemented/SpecBooks for Road and Bridge Construction at the following website:

Florida Department of Transportation, FY2025-26 Standard Specifications

GOVERNING STANDARD PLANS:

following website: http://www.fdot.gov/design/standardplans

Standard Plans for Road Construction and associated IRs are available at the

Bridge Construction and applicable Interim Revisions (IRs).

Florida Department of Transportation, FY2025-26 Standard Plans for Road and

ENGINEER OF RECORD:

ROADWAY PLANS

: Q:\Projects-OpenRoads\FDOT\23-13 CR 1883- Walton County\Roadway\KEYSRD01.dgn

8:59:48 AM5/12/2025#USER$

WALTON COUNTY, FLORIDA

COUNTY ROAD (CR) 1883

WALTON COUNTY

PUBLIC WORKS DEPARTMENT

ROADWAY PLANS

RRR FROM SR 83 TO CR 183B

ANNA HUDSON, P.E.

PROJECT MANAGER:

WALTON COUNTY

NICHOLAS A. GROSSO, P.E.

P.E. LICENSE NUMBER: 71591

CHIPOLA ENGINEERING GROUP, INC.

1695 METROPOLITAN CIRCLE, SUITE 2

TALLAHASSEE, FLORIDA 32308

VENDOR NO.: 46-4372109

ROADWAY

LOCATION OF PROJECT

SIGNING AND PAVEMENT MARKING PLANS35 - 52

SIGNING AND PAVEMENT MARKING GENERAL NOTES34

TEMPORARY TRAFFIC CONTROL PLAN33

TEMPORARY TRAFFIC CONTROL NOTES32

SPECIAL DETAIL31

DRAINAGE STRUCTURES26 - 30

DRIVEWAY PROFILES24 - 25

ROADWAY PLANS6 - 23

GENERAL NOTES5

PROJECT CONTROL4

TYPICAL SECTION3

SIGNATURE SHEET2

KEY SHEET1

FINANCIAL PROJECT ID 448615-1-54-01

https://tinyurl.com/3jxc8344PROJECT LOCATION URL:

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

WALTON COUNTY

PROJECT

CR 1883

1695 METROPOLITAN CIRCLE, SUITE 2

TALLAHASSEE, FLORIDA 32308

NICHOLAS A. GROSSO, P.E.

P.E. LICENSE NUMBER 71591

CHIPOLA ENGINEERING GROUP, INC.

SIGNATURE SHEET

SIGNATURESHEETS : Q:\Projects-OpenRoads\FDOT\23-13 CR 1883- Walton County\Roadway\SIGNRD01.dgn

9:03:37 AM5/9/2025Kelley

THE ABOVE NAMED PROFESSIONAL IS RESPONSIBLE FOR THE FOLLOWING SHEETS IN

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

SHEET DESCRIPTION

SIGNING AND PAVEMENT MARKING PLANS35 - 52

SIGNING AND PAVEMENT MARKING GENERAL NOTES34

TEMPORARY TRAFFIC CONTROL PLAN33

TEMPORARY TRAFFIC CONTROL NOTES32

SPECIAL DETAIL31

DRAINAGE STRUCTURES26 - 30

DRIVEWAY PROFILES24 - 25

ROADWAY PLANS6 - 23

GENERAL NOTES5

PROJECT CONTROL4

TYPICAL SECTION3

SIGNATURE SHEET2

KEY SHEET1

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY:

ON THE DATE ADJACENT TO THE SEAL

PRINTED COPIES OF THIS DOCUMENT ARE

NOT CONSIDERED SIGNED AND SEALED

AND THE SIGNATURE MUST BE VERIFIED

ON ANY ELECTRONIC COPIES.

CHIPOLA ENGINEERING GROUP, INC.

1695 METROPOLITAN CIRCLE, STE. 2

TALLAHASSEE, FL 32308

NICHOLAS A. GROSSO, P.E. NO. 71591

SHEET NO.

STATE OF

No 71591

ESNECIL OS

SORG .A SALOHCI

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NIGNE LANOIS

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ADIROL

F

DATE DESCRIPTION

NO.

SHEET

TALLAHASSEE, FLORIDA 32308

NICHOLAS A. GROSSO, P.E.

P.E. LICENSE NUMBER 71591

CHIPOLA ENGINEERING GROUP, INC.

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TYPICAL SECTIONS

TYPICALSHEETS : Q:\Projects-OpenRoads\FDOT\CR 280 - Bob Sikes Road - Walton County\Roadway\TYPSRD01.dgn

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R/W/MAINTAINED R/W LINE VARIES 33' TYP. (20' MIN)

MILLING & RESURFACING

TRAVEL LANES

EXISTING

±12'

TRAVEL LANES

EXISTING

±12'

£ SURVEY

R/W / MAINTAINED R/W LINER/W / MAINTAINED R/W LINE

EXISTING

MATCH

STA. 238+43.32 - STA. 364+33.43

BRIDGE (RESURFACING EXCEPTION) STA. 234+33.52 - STA. 238+43.32

STA. 42+00.00 - STA. 234+33.52

CR 280

TYPICAL SECTION 1

CLEAR ZONE = 6 & 14 FT

DESIGN SPEED = 35 & 45 MPH

DESIGN HOUR T = 17.5%

K = 9.5% D = 60.4% T = 17.5% (24 HOUR)

ESTIMATED DESIGN YEAR = 2045 AADT = 5300

ESTIMATED OPENING YEAR = 2025 AADT = 4400

CURRENT YEAR = 2022 AADT = 4400

IMPACT BRIDGE DECK.

MILLING OPERATIONS, ADJUST MILL DEPTH TO NOT

2. IF BRIDGE APPROACH SLAB IS ENCOUNTERED DURING

1. STATIC COMPACTION ONLY

NATURAL GROUND

TRAVEL LANE RESURFACING

FRICTION COURSE (TRAFFIC B) FC-9.5 (1.5") (PG 76-22)

TYPE SP 12.5 STRUCTURAL COURSE (TRAFFIC B) (2.5") (PG 76-22)

STRESS ABSORPTION MEMBRANE INTERLAYER

MILL EXISTING ASPHALT PAVEMENT FOR DEPTH (3")

TRAFFIC DATA

TYPICAL SECTION NOTES

0.06

(INDEX 570-010)

TREATMENT 1

2'-6" SOD

4"

ROADWAY PAVEMENT

EXISTING

±24'

LBR 40

12" TYPE B STABILIZATION

OPTIONAL BASE GROUP 06

AND GRUBBING

STANDARD CLEARING

R/W/MAINTAINED R/W LINE VARIES 33' TYP. (20' MIN)

EXISTING

MATCH SLOPES 1:4*

TURF SOD

SHLDR.

6'

2' SHLDR. PAVT.

0.06

(INDEX 570-010)

TREATMENT 1

2'-6" SOD

4"

LBR 40

12" TYPE B STABILIZATION

OPTIONAL BASE GROUP 06

AND GRUBBING

STANDARD CLEARING

SLOPES 1:4*

TURF SOD

SHLDR.

6'

2' SHLDR. PAVT.

SHOULDER WIDENING

FRICTION COURSE (TRAFFIC B) FC-12.5 (1.5") (PG 76-22)

OPTIONAL BASE GROUP 06

1:4 TYPICAL SEE CROSS SECTIONS FOR SLOPES*

NOTE:

NEW CONSTRUCTION / WIDENING

FRICTION COURSE (TRAFFIC B) FC-12.5 (1.5") (PG 76-22)

TYPE SP STRUCTURAL COURSE (TRAFFIC B) (2.5") (PG 76-22)

OPTIONAL BASE GROUP 06

STA. 357+40.00 TO STA. 363+57.90 (LT)

STA. 356+60.00 TO STA. 362+23.55 (RT)

WIDENING LIMITS

1:30.02

& GRUBBING

STANDARD CLEARING

2'-14'

VARIES

WIDENING

TRAVEL LANE

VARIES*

RESURFACING

MILLING &

4"

SOD

OPTIONAL BASE GROUP 06

LBR 40

12" TYPE B STABILIZATION

CURB & GUTTER

TYPE F

1:3 0.02

& GRUBBING

STANDARD CLEARING

0'-3'

VARIES

WIDENING

TRAVEL LANE

VARIES*

RESURFACING

MILLING &

GROUND

NATURAL

SAWCUT4"

SOD

SAWCUT

2'**

FROM STA. 361+86.00 TO STA. 364+10.00

PROPOSED TRAFFIC SEPARATOR CONSTRUCTION **

SEE ROADWAY PLANS FOR MILLING AND RESURFACING LIMITS*

NOTES:

£ SURVEY

NATURAL GROUND

R/W LINE / CONST. LIMITS

EXISTING

MATCH

EXISTING

MATCH

33' R/W 33' R/W

CURB & GUTTER

TYPE F

OPTIONAL BASE GROUP 06

LBR 40

12" TYPE B STABILIZATION

CONST. LIMITS CONST. LIMITS

GROUND

NATURAL

R/W LINE / CONST. LIMITS

TYPE I OPTION II

TRAFFIC SEPARATOR

STA. 356+60.00 TO STA. 364+33.43

CR 280

TYPICAL SECTION 2

DATE DESCRIPTION

NO.

SHEET

TALLAHASSEE, FLORIDA 32308

NICHOLAS A. GROSSO, P.E.

P.E. LICENSE NUMBER 71591

CHIPOLA ENGINEERING GROUP, INC.

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PROJECT CONTROL

CONTROLSHEETS : Q:\Projects-OpenRoads\FDOT\23-13 CR 1883- Walton County\Survey\CTLSRD01.dgn

9:03:42 AM5/9/2025Kelley

REFERENCE POINTS�

HORIZONTAL AND VERTICAL CONTROL

1. PROJECT IS BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM NAD 1983/11 HORIZONTAL DATUM.

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

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 HORIZONTAL CONTROL.

STAMPING ID STATION� OFFSET ELEVATION (Z) DESCRIPTION NORTHING (Y) EASTING (X) LATITUDE LONGITUDE SCALE FACTOR 4000 10+35.00 37.51' LT. 268.57 SET 60D W/ WGI LB7055 CAP IN PP 653715 1459812 30°47'15.18" N 86°07'11.76" W N/A

5000 10+93.83 23.69' RT. 266.64 SET 5/8 GPS/TRAV LB7055 653654.4974 1459871.9527 30°47'14.59224" N 86°07'11.06673" W 1.00000684

5001 20+35.25 24.21' LT. 265.29 SET 5/8 GPS/TRAV LB7055 653715.0725 1460812.6351 30°47'15.32385" N 86°07'00.29375" W 1.00000688

4001 23+40.71 46.39' RT. 260.54 SET 60D W/ WGI LB7055 CAP IN PP 653649 1461119 30°47'14.71" N 86°06'56.77" W N/A

5002 29+76.07 18.78' RT. 263.96 SET 5/8 GPS/TRAV LB7055 653684.7550 1461753.9540 30°47'15.15580" N 86°06'49.49869" W 1.00000687

4002 37+18.20 46.17' RT. 260.12 SET 60D W/ WGI LB7055 CAP IN PP 653688 1462504 30°47'15.29" N 86°06'40.90" W N/A

5003 37+44.67 15.52' RT. 259.97 SET 5/8 GPS/TRAV LB7055 653723.8710 1462523.7090 30°47'15.65065" N 86°06'40.68148" W 1.00000689

5004 46+89.61 15.10' RT. 251.84 SET 5/8 GPS/TRAV LB7055 654170.6500 1463357.9490 30°47'20.18871" N 86°06'31.19101" W 1.00000713

4003 50+39.67 56.98' RT. 247.62 SET 60D W/ WGI LB7055 CAP IN PP 654313 1463681 30°47'21.64" N 86°06'27.52" W N/A

5005 56+10.44 14.22' RT. 241.24 SET 5/8 GPS/TRAV LB7055 654640.4760 1464149.9050 30°47'24.94877" N 86°06'22.18872" W 1.00000738

5006 65+73.38 14.69' RT. 224.07 SET 5/8 GPS/TRAV LB7055 655130.5920 1464978.7810 30°47'29.91" N 86°06'12.77" W N/A

4004 65+85.60 48.24' RT. 224.90 SET 60D W/ WGI LB7055 CAP IN PP 655108 1465006 30°47'29.69" N 86°06'12.45" W N/A

5007 74+79.25 15.82' RT. 216.82 SET 5/8 GPS/TRAV LB7055 655637.0631 1465731.0003 30°47'35.03142" N 86°06'04.22488" W 1.00000791

4005 80+83.00 47.56' RT. 217.03 SET 60D W/ WGI LB7055 CAP IN PP 655976 1466232 30°47'38.45" N 86°05'58.54" W N/A

5008 84+30.83 16.17' LT. 223.62 SET 5/8 GPS/TRAV LB7055 656236.0882 1466471.0674 30°47'41.06235" N 86°05'55.83745" W 1.00000823

5009 92+63.48 14.97' RT. 232.61 SET 5/8 GPS/TRAV LB7055 656757.2660 1467118.7670 30°47'46.30993" N 86°05'48.49613" W 1.00000851

4006 94+79.63 46.12' RT. 232.82 SET 60D W/ WGI LB7055 CAP IN PP 656952 1467227 30°47'48.25" N 86°05'47.29" W N/A

5010 101+94.47 17.20' LT. 237.94 SET 5/8 GPS/TRAV LB7055 657626.0930 1467457.0420 30°47'54.95499" N 86°05'44.75762" W 1.00000897

4007 107+02.50 42.78' LT. 238.51 SET 60D W/ WGI LB7055 CAP IN PP 658019 1467792 30°47'58.89" N 86°05'40.99" W N/A

5011 110+05.01 13.39' LT. 240.09 SET 5/8 GPS/TRAV LB7055 658155.8120 1468068.8890 30°48'00.28195" N 86°05'37.82824" W 1.00000926

4008 121+36.32 60.19' RT. 243.98 SET 60D W/ WGI LB7055 CAP IN PP 658336 1469199 30°48'02.22" N 86°05'24.90" W N/A

5012 121+38.53 17.53' RT. 243.85 SET 5/8 GPS/TRAV LB7055 658373.3930 1469179.2030 30°48'02.58864" N 86°05'25.13408" W 1.00000938

5013 126+35.27 16.67' RT. 235.03 SET 5/8 GPS/TRAV LB7055 658772.0160 1469476.4520 30°48'06.57456" N 86°05'21.79002" W 1.00000959

5014 133+68.06 17.96' RT. 221.58 SET 5/8 GPS/TRAV LB7055 659506.0100 1469522.8210 30°48'13.84479" N 86°05'21.37573" W 1.00000998

4009 134+00.28 48.39' RT. 222.70 SET 60D W/ WGI LB7055 CAP IN PP 659537 1469555 30°48'14.16" N 86°05'21.02" W N/A

5015 143+12.29 15.20' RT. 199.38 SET 5/8 GPS/TRAV LB7055 660449.5340 1469559.3550 30°48'23.18723" N 86°05'21.10766" W 1.00001049

4010 147+21.77 49.90' RT. 176.48 SET 60D W/ WGI LB7055 CAP IN PP 660857 1469611 30°48'27.23" N 86°05'20.58" W N/A

5016 152+53.16 18.51' LT. 157.42 SET 5/8 GPS/TRAV LB7055 661390.9980 1469564.8280 30°48'32.50498" N 86°05'21.19537" W 1.00001099

5017 162+50.58 16.90' LT. 162.34 SET 5/8 GPS/TRAV LB7055 662366.2890 1469778.8440 30°48'42.18626" N 86°05'18.89742" W 1.00001152

4011 164+40.77 49.40' LT. 168.14 SET 60D W/ WGI LB7055 CAP IN PP 662555 1469828 30°48'44.06" N 86°05'18.36" W N/A

5018 172+43.83 15.19' LT. 214.98 SET 5/8 GPS/TRAV LB7055 663206.4230 1470309.7150 30°48'50.57362" N 86°05'12.94472" W 1.00001197

4012 176+63.26 40.91' LT. 226.16 SET 60D W/ WGI LB7055 CAP IN PP 663534 1470577 30°48'53.85" N 86°05'09.93" W N/A

5019 180+97.62 32.20' LT. 232.59 SET 5/8 GPS/TRAV LB7055 663785.4031 1470942.1080 30°48'56.39042" N 86°05'05.78605" W 1.00001229

4013 188+40.59 45.68' LT. 221.66 SET 60D W/ WGI LB7055 CAP IN PP 663990 1471668 30°48'58.51" N 86°04'57.49" W N/A

5020 189+09.75 31.36' LT. 219.85 SET 5/8 GPS/TRAV LB7055 663975.5160 1471739.1541 30°48'58.38140" N 86°04'56.67729" W 1.00001240

5021 197+29.64 13.00' LT. 224.90 SET 5/8 GPS/TRAV LB7055 663736.7660 1472526.1450 30°48'56.12668" N 86°04'47.61557" W 1.00001228

4014 200+14.58 46.47' LT. 217.19 SET 60D W/ WGI LB7055 CAP IN PP 663596 1472782 30°48'54.77" N 86°04'44.66" W N/A

5022 207+74.14 15.25' RT. 196.69 SET 5/8 GPS/TRAV LB7055 663121.1140 1473369.7520 30°48'50.14960" N 86°04'37.84503" W 1.00001195

5023 215+36.12 12.18' RT. 171.27 SET 5/8 GPS/TRAV LB7055 662992.6020 1474120.6180 30°48'48.98053" N 86°04'29.21531" W 1.00001189

4015 215+95.14 55.72' LT. 170.55 SET 60D W/ WGI LB7055 CAP IN PP 663064 1474174 30°48'49.70" N 86°04'28.61" W N/A

5024 222+20.07 16.25' RT. 144.94 SET 5/8 GPS/TRAV LB7055 663156.2940 1474785.8530 30°48'50.69135" N 86°04'21.61369" W 1.00001198

4016 226+73.62 49.57' RT. 142.14 SET 60D W/ WGI LB7055 CAP IN PP 663361 1475195 30°48'52.77" N 86°04'16.96" W N/A

5025 233+65.19 14.03' RT. 157.61 SET 5/8 GPS/TRAV LB7055 663775.5900 1475752.8000 30°48'56.95195" N 86°04'10.62450" W 1.00001232

4017 242+93.86 31.64' RT. 201.83 SET 60D W/ WGI LB7055 CAP IN PP 664558 1476257 30°49'04.77" N 86°04'04.97" W N/A

5026 243+36.75 27.06' RT. 200.56 SET 5/8 GPS/TRAV LB7055 664597.8290 1476273.9210 30°49'05.16003" N 86°04'04.77891" W 1.00001277

5027 249+84.70 14.91' LT. 224.10 SET 5/8 GPS/TRAV LB7055 665208.2470 1476484.4640 30°49'11.22954" N 86°04'02.46096" W 1.00001311

5028 255+49.28 16.13' LT. 240.04 SET 5/8 GPS/TRAV LB7055 665741.9520 1476670.9220 30°49'16.53660" N 86°04'00.40702" W 1.00001340

4018 260+56.97 56.06' RT. 239.37 SET 60D W/ WGI LB7055 CAP IN PP 665883 1477154 30°49'18.00" N 86°03'54.89" W N/A

5029 264+33.42 12.23' RT. 247.93 SET 5/8 GPS/TRAV LB7055 666083.8390 1477483.9740 30°49'20.03049" N 86°03'51.13772" W 1.00001359

5030 268+81.12 32.35' RT. 246.72 SET 5/8 GPS/TRAV LB7055 666499.9606 1477654.5902 30°49'24.17170" N 86°03'49.24672" W 1.00001382

4019 N/A N/A 248.44 SET 60D W/ WGI LB7055 CAP IN PP 667006 1477593 30°49'29.18" N 86°03'50.03" W N/A

5031 N/A N/A 247.09 SET 5/8 GPS/TRAV LB7055 666992.3024 1477590.5936 30°49'29.03536" N 86°03'50.05802" W 1.00001409

DATE DESCRIPTION

NO.

SHEET

TALLAHASSEE, FLORIDA 32308

NICHOLAS A. GROSSO, P.E.

P.E. LICENSE NUMBER 71591

CHIPOLA ENGINEERING GROUP, INC.

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GENERAL NOTES

GENERALNOTES : Q:\Projects-OpenRoads\FDOT\23-13 CR 1883- Walton County\Roadway\GNNTRD01.dgn

9:03:44 AM5/9/2025Kelley

16.

CONSTRUCTION IS COMPLETE IN THESE AREAS, THE SEDIMENT BARRIER SHOULD BE REMOVED IMMEDIATELY.

GOPHER TORTOISE PROTECTION SHOULD ONLY BE PLACE DURING CONSTRUCTION ACTIVITIES ADJACENT TO THE BURROWS. ONCE

GOPHER TORTOISE PROTECTION IS TO BE INSTALLED IN FRONT OF BURROWS AS SHOWN IN THE PLANS. SEDIMENT BARRIER FOR 15.

VEGETATION AND SEDIMENT REMOVAL TO PAID FOR USING PAY ITEM 110-1-1.14.

(251) 214-7059CHARLIE CROFTUNITI FIBER LLC

(850) 599-1444BILL MCCLOUDCENTURYLINK

(850) 307-1199DERRICK MARSHALLCHELCO

(850) 401-1088MICHAEL HARGROVECITY OF DEFUNIAK SPRINGS WATER AND SEWER

(850) 401-1088MICHAEL HARGROVECITY OF DEFUNIAK SPRINGS NATURAL GAS DEPT.

(800) 247-2020DINO FARRUGGIOAT&T DISTRIBUTION

TELEPHONE NUMBERCONTACT PERSONCOMPANY

UTILITY OWNERS:13.

WORKS DEPARTMENT.

THE CONTRACTOR IS REQUIRED TO USE A LICENSED AND LEGAL BORROW PIT THAT HAS BEEN CERTIFIED BY THE COUNTY PUBLIC12.

SHALL COORDINATE WITH THE COUNTY'S PROJECT ADMINISTRATOR TO PROVIDE TRUCKS FOR THE DELIVERY OF THE MILLINGS.

ALL MILLINGS WITHIN THE PROJECT LIMITS ARE THE PROPERTY OF THE COUNTY PUBLIC WORKS DEPARTMENT. THE CONTRACTOR 11.

WETLAND AREAS ARE NOT TO BE USED AS STORAGE OR STAGING AREAS DURING CONSTRUCTION.10.

A REQUEST FOR USE OF OFF-SITE AREAS TO WALTON COUNTY PUBLIC WORKS.

OF WAY. ANY OFF-SITE STORAGE AREA WILL REQUIRE PRIOR REVIEW BY THE COUNTY STAFF. THE CONTRACTOR WILL SUBMIT

AS DESCRIBED IN THE PLANS. THE CONTRACTOR WILL NOT STORE MATERIALS OR EQUIPMENT WITHIN WALTON COUNTY RIGHT

THE CONTRACTOR WILL RESTRICT PERSONNEL, AND THE USE OF EQUIPMENT TO AREAS WITHIN THE LIMITS OF CONSTRUCTION 9.

REPRESENTATIVE. SIGNS TO REMAIN IN USE UNTIL RELOCATION AND/OR REPLACEMENT SIGNS ARE TO BE INSTALLED.

ALL SIGNS TO BE REMOVED AND STOCKPILED AT AN AGREED UPON LOCATION WITH THE COUNTY ENGINEER OR 8.

THE CONTRACTOR AND DISPOSED OF IN APPROVED DISPOSAL SITES FURNISHED BY THE CONTRACTOR.

CONSTRUCTION DEBRIS GENERATED BY THE CONTRACTOR DURING CONSTRUCTION OF THE PROJECT IS TO BE REMOVED BY 7.

UPON THE CONTRACTOR'S APPROACH TO CERTAIN ASPECTS OF THE PROJECT.

ASPECTS OF THE NPDES PERMIT REQUIREMENTS ARE FULFILLED. AN ADDITIONAL PERMIT MAY BE NEEDED DEPENDENT

PUMPING OF GROUND WATER OR SURFACE WATER WILL NEED TO BE COORDINATED WITH THE DCIC IN ORDER TO INSURE ALL

PLANS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY WALTON COUNTY. ALL PROJECTS REQUIRING WELL-POINTING OR OTHER

IF A MONITORING WELL IS ENCOUNTERED WITHIN OR ADJACENT TO THE PROJECT CORRIDOR, AND IS NOT SHOWN ON THE 6.

ON THE JOB SITE.

(1-800-432-4770 OR 811) AND UTILITY OWNERS LISTED BELOW 2 BUSINESS DAYS IN ADVANCE OF BEGINNING CONSTRUCTION

THE CONTRACTOR SHALL NOTIFY UTILITY OWNERS THROUGH SUNSHINE ONE CALL OF FLORIDA INC. 5.

DELAY, BY TELEPHONE.

AND HAS NOT BEEN PROPERLY REFERENCED, THE PROJECT ADMINISTRATOR SHOULD NOTIFY WALTON COUNTY, WITHOUT

OF CONSTRUCTION IS TO BE PROTECTED BY THE CONTRACTOR. IF A MONUMENT IS IN DANGER OF BEING DESTROYED

ANY PUBLIC LAND SURVEY SYSTEM CORNER OR ANY MONUMENT THAT PERPETUATES THE R/W WITHIN THE LIMITS 4.

EXISTING UTILITIES ARE TO REMAIN IN PLACE UNLESS OTHERWISE NOTED IN THE PLANS.3.

HAVE NOT BEEN VERIFIED.

VERIFIED LOCATIONS/ELEVATIONS APPLY ONLY AT THE POINTS SHOWN. INTERPOLATIONS BETWEEN THESE POINTS

ARE BASED ON LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE ONLY. THE

THE LOCATION(S) OF THE UTILITIES SHOWN IN THE PLANS (INCLUDING THOSE DESIGNATED VV, VH, AND VVH) 2.

BENCHMARK ELEVATIONS SHOWN ON THE PLANS ARE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).1.

ROADWAY GENERAL NOTES:

CONSTRUCTION.

APPROPRIATE GOPHER TORTOISE BURROW PROTECTIVE MEASURES AND/ OR RELOCATION PERMITTING REQUIREMENTS PRIOR TO

COUNTY’S DESIGNATED AGENT MUST COORDINATE WITH THE FFWCC’S GOPHER TORTOISE CONSERVATION BIOLOGIST TO DETERMINE GOPHER TORTOISE AGENT WILL BE REQUIRED NO SOONER THAN 90 DAYS BEFORE CONSTRUCTION COMMENCEMENT. THE CONTRACTOR OR THE A 100% GOPHER TORTOISE BURROW SURVEY BY A FLORIDA FISH AND WILDLIFE CONSERVATION COMMISSION (FFWCC) AUTHORIZED

U

SD

BACK FLOW

N89°13'42"E

10 11 12 13 14

R/W LINE

R/W LINE

FENCE TO REMAIN

EXIST. EOP

EXIST. EOP

£ SURVEY CR 1883

PAVED

DRWY

D

IR

T

D R

W Y

D

IR

T

D R

W Y

H I G

H W

A Y

DOLLAR GENERAL

BAIL BONDS

MILLING & RESURFACING LIMITS

LEGEND:

CR 1883

£ SURVEY

STA. 10+07.70

BEGIN CONSTRUCTION

50.00' LT.

+19.60

50.00' RT.

+84.82

65.72' RT.

+56.89

25.81' LT.

+07.70

CR 1883

£ SURVEY

STA. 10+21.57

BEGIN PROJECT

PERFORMANCE TURF SOD

CITY OF DEFUNIAK SPRINGS

8" PVC WATER LINE

CITY OF DEFUNIAK SPRINGS

6" PVC WATER LINE

DESILT 17 LF OF 18" PIPE

TURF SOD AROUND MES

PLACE 8.1 SY OF PERFORMANCE

DESILT 105 LF OF 18" PIPE

N

UU

U

N89°13'42"E

15 16 17 18 19 20 21 22

R/W LINE

R/W LINE

FENCE TO REMAIN

FENCE TO REMAIN

EXIST. EOP

EXIST. EOP £ SURVEY CR 1883

GRAVEL

DRWY

D I R

T D

R W

Y

D

IR

T

D R

W Y

MILLING & RESURFACING LIMITS

LEGEND:

CITY OF DEFUNIAK SPRINGS

6" PVC WATER LINE

N

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

TALLAHASSEE, FLORIDA 32308

NICHOLAS A. GROSSO, P.E.

P.E. LICENSE NUMBER 71591

CHIPOLA ENGINEERING GROUP, INC.

T H

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T I

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E L

E C

T R

O N

I C

F I L

E D

I G

I T

A L

L Y

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AL1-CR 1883 - PLAN 1 [SHEET] : Q:\Projects-OpenRoads\FDOT\23-13 CR 1883- Walton County\Roadway\PLANRD01.dgn

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IN

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S T

A

.0

22 23 24 25 26 27 28 29

N89°13'42"E

R/W LINE

R/W LINE

FENCE TO REMAIN

FENCE TO REMAIN

EXIST. EOP

EXIST. EOP

£ SURVEY CR 1883

GRAVEL

DRWY

G R

A V

E L

D R

W Y

G R

A V

E L

D R

W Y

MILLING & RESURFACING LIMITS

LEGEND:

SEDIMENT BARRIER

CITY OF DEFUNIAK SPRINGS

6" PVC WATER LINE

STA. 28+91.28 / 36.19' RT

GOPHER TORTOISE BURROW GT-1

STA. 28+93.68 / 34.71' RT

GOPHER TORTOISE BURROW GT-2

W/ CONC. COLLAR

CONST. 3 LF OF 24" RCP

DESILT 46 LF OF 24" PIPE

DESILT 48 LF OF 24" PIPE

DESILT 24 LF OF 15" PIPE

W/ CONC. COLLAR

CONST. 6 LF OF 24" RCP W/ CONC. COLLAR

CONST. 3 LF OF 24" RCP

W/ CONC. COLLAR

CONST. 3 LF OF 24" RCP

S-2

S-3

S-1

S-0

N

U U

UU

N89°13'42"E

CURVE DATA CURVE 1

PI STA. = 37+79.95

¬ = 29°51'08" (LT)

D = 05°59'50"

T = 254.67

L = 497.76

R = 955.37

PC STA. = 35+25.28

PT STA. = 40+23.05

e = MATCH EXISTING

30 31 32 33 34 35 36

P C

S

T A

.2

R/W LINE

R/W LINEFENCE TO REMAIN

EXIST. EOP

EXIST. EOP � SURVEY CR 1883

T R

IP

L E G R

D

CURVE 1

MILLING & RESURFACING LIMITS

LEGEND:

50.00' RT.

+45.63

50.00' RT.

+80.46

CITY OF DEFUNIAK SPRINGS

6" PVC WATER LINE

N

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

TALLAHASSEE, FLORIDA 32308

NICHOLAS A. GROSSO, P.E.

P.E. LICENSE NUMBER 71591

CHIPOLA ENGINEERING GROUP, INC.

T H

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E E

T I S

T H

E E

L E

C T

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IC

F

IL

E D

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IT

A L L Y

S

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D A

N D

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AL1-CR 1883 - PLAN 3 [SHEET] : Q:\Projects-OpenRoads\FDOT\23-13 CR 1883- Walton County\Roadway\PLANRD01.dgn

9:03:51 AM5/9/2025Kelley

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IN

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M A

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H L

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E

S T

A

CURVE DATA CURVE 1

PI STA. = 37+79.95

¬ = 29°51'08" (LT)

D = 05°59'50"

T = 254.67

L = 497.76

R = 955.37

PC STA. = 35+25.28

PT STA. = 40+23.05

e = MATCH EXISTING

N59°22'34"E

39 40

PT STA. +23.05

R/W LINE

R/W LINE

FENCE TO REMAIN

EXIST. EOP

EXIST. EOP

� SURVEY CR 1883

WETLAND LINE

WETLAND LINE

CURVE 1

MILLING & RESURFACING LIMITS

LEGEND:

SEDIMENT BARRIER

REMOVE EXIST. CONC. ENDWALL

REMOVE EXIST. CONC. ENDWALL

S-5

S-4

N

U

ELEC

N59°22'34"E

45 46 47 48 49 50 51 52

R/W LINE

R/W LINE

FENCE TO REMAIN

EXIST. EOP

EXIST. EOP

� SURVEY CR 1883

DIRT

DRWY

D

IR

T D

R W

Y

Q U

IN

N

M C

M

IL

L

IA

N W

A Y

MILLING & RESURFACING LIMITS

LEGEND:

DRIVEWAY RECONSTRUCTION PER

INDEX 330-001

10.74' RT.

+19.71

15.74' RT.

+31.44

15.68' RT.

+89.94

10.73' RT.

+50.41

31.71' RT.

+70.43

27.65' RT.

+88.18

10.81' RT.

+07.91

'R

'R

50.00' RT.

+84.6150.00' RT.

+70.43

DESILT 60 LF OF 18" PIPE

FL. 247.60

INDEX 430-022

STA. 48+64.94 / 23.6' RT

CONST. SD MES 1:4

FL. 246.60

INDEX 430-022

STA. 48+92.94 / 23.4' RT

CONST. SD MES 1:4

FL. 243.50

INDEX 430-022

STA. 49+94.76 / 23.2' RT

CONST. SD MES 1:4

FL. 243.50

INDEX 430-022

STA. 50+20.04 / 23.6' RT

CONST. SD MES 1:4

CONST. 28 LF OF 12"x18" ECP

REMOVE EXIST. CMP PIPE AND

CONST. 25 LF OF 15" CMP

REMOVE EXIST. PIPE AND

SD-1

SD-2

SD-3

SD-4

N

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

TALLAHASSEE, FLORIDA 32308

NICHOLAS A. GROSSO, P.E.

P.E. LICENSE NUMBER 71591

CHIPOLA ENGINEERING GROUP, INC.

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IC

F

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E D

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AL1-CR 1883 - PLAN 5 [SHEET] : Q:\Projects-OpenRoads\FDOT\23-13 CR 1883- Walton County\Roadway\PLANRD01.dgn

9:03:52 AM5/9/2025Kelley

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M A

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IN

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.0

M A

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H L

IN

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S

T A

N59°22'34"E

52 53 54 55 56 57 58 59

R/W LINE

R/W LINE

EXIST. EOP

EXIST. EOP� SURVEY CR 1883

D

IR

T

D R

W Y5

MILLING & RESURFACING LIMITS

LEGEND:

10.55' RT.

+00.98

CONC. DITCH

FROM CONC. DITCH

REMOVE SEDIMENT/VEGETATION

FL. 243.00

INDEX 430-022

STA. 52+01.09 / 25.4' RT

CONST. SD MES 1:4

FL. 242.50

INDEX 430-022

STA. 52+40.39 / 24.9' RT

CONST. SD MES 1:4

SD-5 SD-6

TO REMAIN

EXIST. 15" HDPE

N

U

N59°22'34"E

CURVE DATA CURVE 2

PI STA. = 70+01.17

¬ = 06°26'17" (LT)

D = 01°00'00" T = 322.25 L = 643.82 R = 5,729.65

PC STA. = 66+78.92

PT STA. = 73+22.74

e = MATCH EXISTING

60 61 62 63 64 65 66 67PC

S

T A

.9

R/W LINE

R/W LINE

EXIST. EOP

EXIST. EOP

� SURVEY CR 1883

D

IR

T D

R W

Y D

IR

T D

R W

Y

CURVE 2

MILLING & RESURFACING LIMITS

LEGEND:

CONC. DITCH

REMOVE EXIST. PIPE AND CONST. 49 LF OF 18" RCP

FL. 228.00

INDEX 430-022

STA. 61+46.01 / 24.6' LT

CONST. SD MES 1:4

FL. 227.80

INDEX 430-022

STA. 61+77.15 / 23.9' LT

CONST. SD MES 1:4

FL. 220.50

INDEX 430-022

STA. 66+22.74 / 26.5' LT

CONST. SD MES 1:4

FL. 220.70

INDEX 430-022

STA. 65+74.20 / 27.4' LT

CONST. SD MES 1:4

SD-7 SD-8

SD-9

SD-10

TO REMAIN

EXIST. 18" CMP

N

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

TALLAHASSEE, FLORIDA 32308

NICHOLAS A. GROSSO, P.E.

P.E. LICENSE NUMBER 71591

CHIPOLA ENGINEERING GROUP, INC.

T H

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T I S

T H

E E

L E

C T

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IC

F

IL

E D

IG

IT

A L L Y

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9:03:54 AM5/9/2025Kelley

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M A

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M A

T C

H L

IN

E

S T

A

.0

M A

T C

H L

IN

E

S T

A

CURVE DATA CURVE 2

PI STA. = 70+01.17

¬ = 06°26'17" (LT)

D = 01°00'00"

T = 322.25

L = 643.82

R = 5,729.65

PC STA. = 66+78.92

PT STA. = 73+22.74

e = MATCH EXISTING

N52°56'17"E

69 70 71 72

74P T

S

T A

.7

R/W LINE

R/W LINE

FENCE TO REMAIN

EXIST. EOP

EXIST. EOP

� SURVEY CR 1883

WETLAND LINE

CURVE 2

SEDIMENT BARRIER

DRIVEWAY RECONSTRUCTION PER

INDEX 330-001

MILLING & RESURFACING LIMITS

LEGEND:

10.70' RT.

+80.83

25.80' RT.

+03.80

40.91' RT.

+10.31

41.07' RT.

+33.09

34.13' RT.

+33.52

'R

'R

'R

9.82' RT.

+47.31

9.70' RT.

+74.27

28.47' RT.

+98.21

25.66' RT.

+24.03

34.84' RT.

+20.46

35.68' RT.

+00.04

W/ CONC. COLLAR

CONST. 8 LF OF 24" RCP

W/ CONC. COLLAR

CONST. 8 LF OF 24" RCP

FL. 218.40

INDEX 430-022

STA. 67+94.87 / 29.7' RT

CONST. SD MES 1:4

FL. 217.50

INDEX 430-022

STA. 68+30.85 / 29.0' RT

CONST. SD MES 1:4

FL. 214.70

INDEX 430-022

STA. 73+93.72 / 28.2' RT

CONST. SD MES 1:4

FL. 215.30

INDEX 430-022

STA. 74+41.56 / 28.7' RT

CONST. SD MES 1:4

CONST. 36 LF OF 18" CMP

REMOVE EXIST. PIPE AND

CONST. 48 LF OF 18" CMP

REMOVE EXIST. PIPE AND

S-6

S-7

SD-11

SD-12

SD-13

SD-14

N

N52°56'17"E

75 76 77 78 79 80 81 82

R/W LINE

R/W LINE FENCE TO REMAIN

EXIST. EOP

EXIST. EOP

� SURVEY CR 1883

GRAVEL

DRWY

MILLING & RESURFACING LIMITS

LEGEND:

SEDIMENT BARRIER

10.68' RT.

+58.66

'R

DESILT 37 LF OF 24" PIPE

W/ CONC. COLLAR

CONST. 7 LF OF 24" RCP

W/ CONC. COLLAR

CONST. 8 LF OF 24" RCP

S-8

S-9

N

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

TALLAHASSEE, FLORIDA 32308

NICHOLAS A. GROSSO, P.E.

P.E. LICENSE NUMBER 71591

CHIPOLA ENGINEERING GROUP, INC.

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T I S

T H

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L E

C T

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IC

F

IL

E D

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AL1-CR 1883 - PLAN 9 [SHEET] : Q:\Projects-OpenRoads\FDOT\23-13 CR 1883- Walton County\Roadway\PLANRD01.dgn

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M A

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IN

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M A

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IN

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S

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.0

M A

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H L

IN

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S

T A

N52°56'17"E

82 83 84 85 86 87 88 89

R/W LINE

R/W LINE

FENCE TO REMAIN

EXIST. EOP

EXIST. EOP

� SURVEY CR 1883

GRAVEL

DRWY

D

IR

T D

R W

Y

MILLING & RESURFACING LIMITS

LEGEND:

DRIVEWAY RECONSTRUCTION PER

INDEX 330-001

10.19' RT.

+88.99

25.62' RT.

+08.75

36.06' RT.

+11.13

36.06' RT.

+21.35

26.99' RT.

+22.79

10.14' RT.

+42.512

'R

'R

FL. 227.70

INDEX 430-022

STA. 87+03.06 / 28.6' RT

CONST. SD MES 1:4

FL. 228.30

INDEX 430-022

STA. 87+28.13 / 27.1' RT

CONST. SD MES 1:4

FL. 220.00

INDEX 430-022

STA. 83+10.44 / 23.6' LT

CONST. SD MES 1:4

FL. 220.40

INDEX 430-022

STA. 83+57.58 / 23.2' LT

CONST. SD MES 1:4

REMOVE EXIST. CMP PIPE AND CONST. 25 LF OF 14"x23" ECP

CONST. 47 LF OF 18" CMP

REMOVE EXIST. PIPE AND

SD-15 SD-16

SD-17 SD-18

N

U

CURVE DATA CURVE 3

PI STA. = 91+97.27

¬ = 35°04'41" (LT)

D = 08°59'27" T = 201.41 L = 390.16 R = 637.27

PC STA. = 89+95.86

PT STA. = 93+86.02

e = MATCH EXISTING

N52°56'17"E

CURVE DATA CURVE 4

PI STA. = 101+49.11

¬ = 30°04'45" (RT)

D = 03°17'58" T = 466.58 L = 911.62 R = 1,736.48

PC STA. = 96+82.53

PT STA. = 105+94.15

e = MATCH EXISTING

92 93

P C S

T A

.8

P T

S

T A

.0

PC STA. +82.53

N17°5 1'36"E

R/W LINE

R/W LINE

FENCE TO REMAIN

EXIST. EOP

EXIST. EOP

� SURVEY CR 1883

W H

IP

P O

O R

W

IL

L P

L

D

IR

T

D R

W Y

CURVE 3

CURVE 4

MILLING & RESURFACING LIMITS

LEGEND:

PERFORMANCE TURF SOD

SEDIMENT BARRIER

33.14' RT.

+84.27

32.59' RT.

+96.34

26.21' RT.

+96.02

26.10' RT.

+84.28

STA. 96+93.11 / 20.73' LT

GOPHER TORTOISE BURROW GT-3

12.92' RT.

+66.52

28.67' RT.

+86.13

38.61' RT.

+88.37

'R

DRIVEWAY RECONSTRUCTION PER

INDEX 330-001

TURF SOD AT CROSS DRAIN OUTFALL

PLACE 9.3 SY OF PERFORMANCE

DESILT 33 LF OF 18" PIPE

W/ CONC. COLLAR

CONST. 11 LF OF 24" RCP

FL. 233.60

INDEX 430-022

STA. 96+80.46 / 27.9' RT

CONST. SD MES 1:4

CONST. 25 LF OF 18" CMP

S-10

SD-19

1"=

N

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

TALLAHASSEE, FLORIDA 32308

NICHOLAS A. GROSSO, P.E.

P.E. LICENSE NUMBER 71591

CHIPOLA ENGINEERING GROUP, INC.

T H

E O

F F

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D O

F T

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T I S

T H

E E

L E

C T

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IC

F

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M A T

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M A T

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M A

T C

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IN

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S T

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.0

M A

T C

H L

IN

E

S T

A

CURVE DATA CURVE 4

PI STA. = 101+49.11

¬ = 30°04'45" (RT)

D = 03°17'58"

T = 466.58

L = 911.62

R = 1,736.48

PC STA. = 96+82.53

PT STA. = 105+94.15

e = MATCH EXISTING

100 101

R/W LINE

R/W LINE

EXIST. EOP

EXIST. EOP

� SURVEY CR 1883

DIRT

DRWY

H A L L E L

U J A

H

T

R L

(D

IR

T

CURVE 4

MILLING & RESURFACING LIMITS

LEGEND:

SEDIMENT BARRIER

36.77' RT.

+01.06

33.88' RT.

+00.99

13.27' RT.

+21.092

'R

DRIVEWAY RECONSTRUCTION PER

INDEX 330-001

DESILT 37 LF OF 18" PIPE

DESILT 39 LF OF 24" PIPE

W/ CONC. COLLAR

CONST. 10 LF OF 24" RCP

W/ CONC. COLLAR

CONST. 3 LF OF 24" RCP

FL. 233.70

INDEX 430-022

STA. 97+05.93 / 28.3' RT

CONST. SD MES 1:4

FL. 234.00

INDEX 430-022

STA. 97+01.07 / 28.6' LT

CONST. SD MES 1:4

FL. 234.00

INDEX 430-022

STA. 97+32.55 / 27.9' LT

CONST. SD MES 1:4

CONST. 32 LF OF 18" CMP

REMOVE EXIST. PIPE AND

S-12

S-11

SD-20

SD-21

SD-22

1" =50

N

U

CURVE DATA CURVE 5

PI STA. = 110+93.89

¬ = 38°27'32" (RT)

D = 03°59'57" T = 499.74 L = 961.66 R = 1,432.68

PC STA. = 105+94.16

PT STA. = 115+55.82

e = MATCH EXISTING

CURVE DATA CURVE 4

PI STA. = 101+49.11

¬ = 30°04'45" (RT)

D = 03°17'58" T = 466.58 L = 911.62 R = 1,736.48

PC STA. = 96+82.53

PT STA. = 105+94.16

e = MATCH EXISTING

108 109

P T

S

T A

.1

P C

S

T A

.1

R/W LINE

R/W LINE

EXIST. EOP

EXIST. EOP

� SURVEY CR 1883

N U

R S

E R

Y

L N

PAVED TURNOUT

DIRT DRWY

CENTER RIDGE CHURCH

CURVE 4

CURVE 5

MILLING & RESURFACING LIMITS

LEGEND:

9.69' LT.

+71.38

10.97' LT.

+71.33

SEDIMENT BARRIER

22.18' LT.

+70.35

10.27' LT.

+37.82

19.12' LT.

+36.36

9.31' LT.

+31.28

17.38' LT.

+44.14

36.00' LT.

+53.51

36.00' LT.

+63.26

25.07' LT.

+62.48

9.05' LT.

+76.70

DRIVEWAY RECONSTRUCTION PER

INDEX 330-001

'R

'R

W/ CONC. COLLAR

CONST. 9 LF OF 24" RCP

W/ CONC. COLLAR

CONST. 3 LF OF 24" RCP

FL. 235.70

INDEX 430-022

STA. 109+20.70 / 24.7' RT

CONST. SD MES 1:4

FL. 235.90

INDEX 430-022

STA. 109+45.29 / 24.6' RT

CONST. SD MES 1:4

FL. 236.60

INDEX 430-022

STA. 110+86.22 / 23.3' RT

CONST. SD MES 1:4

FL. 237.20

INDEX 430-022

STA. 111+10.54 / 22.9' RT

CONST. SD MES 1:4

FL. 237.20

INDEX 430-022

STA. 111+32.99 / 26.0' LT

CONST. SD MES 1:4

FL. 238.30

INDEX 430-022

STA. 111+79.43 / 23.0' LT

CONST. SD MES 1:4

CONST. 24 LF OF 18" CMP

REMOVE EXIST. PIPE AND

CONST. 24 LF OF 18" CMP

REMOVE EXIST. PIPE AND

CONST. 47 LF OF 18" CMP

REMOVE EXIST. PIPE AND

S-14

S-13

SD-27

SD-28

SD-23 SD-24

SD-25

SD-26

1' DEEP BEDDING STONE

(DITCH LINING) W/

10'x10'x1.5' RIP RAP

36.57' LT.

+36.67

26.57' LT.

+36.61

26.55' LT.

+46.42

36.55' LT.

+46.42

REMOVE EXIST. HEADWALL

N

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

TALLAHASSEE, FLORIDA 32308

NICHOLAS A. GROSSO, P.E.

P.E. LICENSE NUMBER 71591

CHIPOLA ENGINEERING GROUP, INC.

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

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AL1-CR 1883 - PLAN 13 [SHEET] : Q:\Projects-OpenRoads\FDOT\23-13 CR 1883- Walton County\Roadway\PLANRD01.dgn

9:03:59 AM5/9/2025Kelley

M A T

C H

L

IN

E S

T A

.0

M A T

C H

L

IN

E S

T A

.0

M A T

C H

L

IN

E

S

T A

.0

M A T

C H

L

IN

E

S

T A

CURVE DATA CURVE 5

PI STA. = 110+93.89

¬ = 38°27'32" (RT)

D = 03°59'57"

T = 499.74

L = 961.66

R = 1,432.68

PC STA. = 105+94.16

PT STA. = 115+55.82

e = MATCH EXISTING

CURVE DATA CURVE 6

PI STA. = 124+09.21

¬ = 84°00'47" (LT)

D = 08°59'27"

T = 573.94

L = 934.44

R = 637.27

PC STA. = 118+35.27

PT STA. = 127+69.71

e = MATCH EXISTING

114 115

P T

S

T A

.8

P C

S

T A

.2

N86°23'53"E

R/W LINE

R/W LINE

FENCE TO REMAIN

EXIST. EOP

EXIST. EOP

� SURVEY CR 1883

D

IR

T D

R W

Y

DIRT DRWY

APRON

ASPHALT DRWY

CURVE 5

CURVE 6

MILLING & RESURFACING LIMITS

LEGEND:

ASPHALT PAVEMENT REMOVAL

ASPHALT PAVEMENT

REMOVE .007 AC OF

12.67' RT.

+61.71

31.05' RT.

+80.30

38.81' RT.

+80.92

38.37' RT.

+94.22

30.99' RT.

+94.68

12.25' RT.

+14.42

DRIVEWAY RECONSTRUCTION PER

INDEX 330-001

'R

20'R

FL. 239.60

INDEX 430-022

STA. 117+01.13 / 27.4' RT

CONST. SD MES 1:4

FL. 239.20

INDEX 430-022

STA. 116+76.23 / 27.3' RT

CONST. SD MES 1:4

CONST. 25 LF OF 18" CMP

REMOVE EXIST. PIPE AND

SD-29

SD-30

N

U

CURVE DATA CURVE 6

PI STA. = 124+09.21

¬ = 84°00'47" (LT)

D = 08°59'27" T = 573.94 L = 934.44 R = 637.27

PC STA. = 118+35.27

PT STA. = 127+69.71

e = MATCH EXISTING

123 124

R/W LINE

R/W LINE

FENCE TO REMAIN

EXIST. EOP

EXIST. EOP

� SURVEY CR 1883

C

OY E

LLIS

R

D

CURVE 6

SIDE ROAD RECONSTRUCTION

LEGEND:

MILLING & RESURFACING LIMITS

NOTE:

SEE SPECIAL DETAIL SHEET FOR

COY ELLIS RD REALIGNMENT.

ASPHALT PAVEMENT REMOVAL

STA. 121+42.80 / 24.22' RT

GOPHER TORTOISE BURROW GT-15

SEDIMENT BARRIER

STA. 123+49.50 / 20.78' RT

GOPHER TORTOISE BURROW GT-13

STA. 123+56.85 / 20.99' RT

GOPHER TORTOISE BURROW GT-14

23.75' RT

STA. 124+34.58 /

BURROW GT-11

GOPHER TORTOISE

STA. 124+40.15 / 45.26' RT

GOPHER TORTOISE BURROW GT-12

STA. 124+78.41 / 51.93' RT

GOPHER TORTOISE BURROW GT-6

STA. 124+49.65 / 24.45' RT

GOPHER TORTOISE BURROW GT-10

STA. 124+57.95 / 24.95' RT

GOPHER TORTOISE BURROW GT-8

22.92' RT

STA. 124+61.30 /

BURROW GT-9

GOPHER TORTOISE

23.78' RT

STA. 125+15.46 /

BURROW GT-7

GOPHER TORTOISE

STA. 125+37.67 / 45.48' RT

GOPHER TORTOISE BURROW GT-5

DRIVEWAY RECONSTRUCTION PER

INDEX 330-001

10.49' LT.

+73.29

31.67' LT.

+44.00

43.77' LT.

+39.68

10.88' LT.

+93.48

43.34' LT.

+25.58

R

30'R CONC.

DI

TCH

CONC.

D

IT

CH

FROM CONC. DITCH

REMOVE SEDIMENT/VEGETATION

FL. 234.10

INDEX 430-022

STA. 125+18.93 / 29.7' LT

CONST. SD MES 1:4

FL. 232.70

INDEX 430-022

STA. 125+49.96 / 28.1' LT

CONST. SD MES 1:4

CONST. 30 LF OF 18" CMP

REMOVE EXIST. PIPE AND

SD-31

SD-32

1"

N

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

TALLAHASSEE, FLORIDA 32308

NICHOLAS A. GROSSO, P.E.

P.E. LICENSE NUMBER 71591

CHIPOLA ENGINEERING GROUP, INC.

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

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AL1-CR 1883 - PLAN 15 [SHEET] : Q:\Projects-OpenRoads\FDOT\23-13 CR 1883- Walton County\Roadway\PLANRD01.dgn

9:04:00 AM5/9/2025Kelley

M A T C

H

LI

N E S

T A .0

M A T C H

LI

N E S

T A

9+ .0

M A

T C

H L

IN

E

S

T A

.0

M A T

C H

L

IN

E

S

T A

CURVE DATA CURVE 6

PI STA. = 124+09.21

¬ = 84°00'47" (LT)

D = 08°59'27"

T = 573.94

L = 934.44

R = 637.27

PC STA. = 118+35.27

PT STA. = 127+69.71

e = MATCH EXISTING

N02°23'05"E

128 129 130 131 132 133 134

PT

S

T A

.7

R/W LINE

R/W LINE

REMAIN

TO

FENCE

FENCE TO REMAIN

EXIST. EOP

EXIST. EOP

� SURVEY CR 1883

D

IR

T

D R

W Y

DIRT DRWY

D

IR

T D

R W

Y

PAVED

DRWY

CURVE 6

MILLING & RESURFACING LIMITS

LEGEND:

CONCRETE DITCH REMOVAL

SEDIMENT BARRIER

STA. 129+62.59 / 20.92' RT

GOPHER TORTOISE BURROW GT-4

9.43' LT.

+02.49

36.61' LT.

+84.62

41.09' LT.

+86.30

41.39' LT.

+76.47

23.91' LT.

+69.58

10.95' LT.

+49.75

'R20'R

DRIVEWAY RECONSTRUCTION PER

INDEX 330-001

11.70' RT.

+89.57

11.82' RT.

+41.65

26.14' RT.

+08.73

41.73' RT.

+13.24

40.86' RT.

+22.67

34.41' RT.

+21.83

20'R

'R

4" CONC. DITCH

CONC. DITCH CONC. DITCH

SAWCUT AND REMOVE 2 SY CONC. DITCH PAVEMENT

CONC. DITCH

VEGETATION FROM

REMOVE SEDIMENT/

OF 18" PIPE

DESILT 26 LF

W/ CONC. COLLAR

CONST. 11 LF OF 24" RCP

DESILT 45 LF OF 18" PIPE

CONC. DITCH PAVEMENT

SAWCUT AND REMOVE 4 SY

FL. 217.80

INDEX 430-022

STA. 134+28.20 / 24.5' RT

CONST. SD MES 1:4

FL. 218.50

INDEX 430-022

STA. 134+03.27 / 24.7' RT

CONST. SD MES 1:4

FL. 228.20

INDEX 430-022

STA. 127+58.13 / 24.1' LT

CONST. SD MES 1:4

FL. 227.80

INDEX 430-022

STA. 127+88.88 / 24.0' LT

CONST. SD MES 1:4

FL. 218.10

INDEX 430-022

STA. 134+29.82 / 23.4' LT

CONST. SD MES 1:4

FL. 219.60

INDEX 430-022

STA. 133+88.82 / 23.0' LT

CONST. SD MES 1:4

REMOVE EXIST. PIPE AND CONST. 25 LF OF 18" CMP

OF 18" CMP

CONST. 30 LF AND

REMOVE EXIST. PIPE

CONST. 41 LF OF 18" CMPREMOVE EXIST. PIPE AND

38 SY CONC. DITCH PAVEMENT

SAW CUT AND REMOVE

DITCH

CONC.

S-15

SD-33

SD-34 SD-35 SD-38

SD-36

SD-37

FROM CONC. DITCH

REMOVE SEDIMENT/VEGETATION

1' DEEP BEDDING STONE

(DITCH LINING) W/

10'x10'x1.5' RIP RAP

28.14' LT.

+34.92

28.26' LT.

+44.92

38.26' LT.

+44.80

38.14' LT.

+34.80

MATCH EXIST. DITCH BOTTOM WIDTH

PAVEMENT, INDEX 524-001

CONST. 36 SY OF 4" CONC. DITCH

34.09' RT.

+83.18

29.13' RT.

+83.09

42.02' RT.

+36.96

36.69' RT.

+35.21

36.06' RT.

+42.91

33.99' RT.

+37.91

28.73' RT.

+90.00

33.75' RT.

+90.00

1"=50'N

U

N02°23'05"E

135 136 137 138 139 140 141 142

R/W LINE

R/W LINE

EXIST. EOP

EXIST. EOP

� SURVEY CR 1883

PAVED

DRWY

D

IR

T D

R W

Y

FRIENDSHIP BAPTIST CHURCH

MILLING & RESURFACING LIMITS

LEGEND:

SEDIMENT BARRIER

CONC. DITCH

CONC. DITCH CONC. DITCH

CONC. DITCH

FROM CONC. DITCH

REMOVE SEDIMENT/VEGETATION

FROM CONC. DITCH

REMOVE SEDIMENT/VEGETATION

FL. 204.70

INDEX 430-022

STA. 139+78.71 / 25.6' LT

CONST. SD MES 1:4

FL. 201.50

INDEX 430-022

STA. 141+84.21 / 23.3' LT

CONST. SD MES 1:4

REMOVE 5 LF OF 18" HDPE

SD-39

SD-40

PLACE OUT OF SERVICE

PLUG 45 LF OF 18" RCP AND

REMOVE ENDWALL

1"=50'N

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

TALLAHASSEE, FLORIDA 32308

NICHOLAS A. GROSSO, P.E.

P.E. LICENSE NUMBER 71591

CHIPOLA ENGINEERING GROUP, INC.

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

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AL1-CR 1883 - PLAN 17 [SHEET] : Q:\Projects-OpenRoads\FDOT\23-13 CR 1883- Walton County\Roadway\PLANRD01.dgn

9:04:02 AM5/9/2025Kelley

M A

T C

H L

IN

E

S T

A

.0

M A

T C

H L

IN

E

S T

A

.0

M A

T C

H L

IN

E

S

T A

.0

M A

T C

H L

IN

E

S

T A

N02°23'05"E

142 143 144 145 146 147 148 149

R/W LINE

R/W LINE

FENCE TO REMAIN

EXIST. EOP

EXIST. EOP

� SURVEY CR 1883

P A

V E

D

D R

W Y

MILLING & RESURFACING LIMITS

LEGEND:

CONC. DITCH

CONC. DITCH

FROM CONC. DITCH

REMOVE SEDIMENT/VEGETATION

TO REMAIN

DITCH LINING (RIPRAP)

TO REMAIN

DITCH LINING (RIPRAP)

1"=50'N

U

N02°23'05"E

CURVE DATA CURVE 7

PI STA. = 162+90.57

¬ = 39°40'57" (RT)

D = 02°00'00" T = 1,033.77 L = 1,984.22 R = 2,864.93

PC STA. = 152+56.81

PT STA. = 172+41.03

e = MATCH EXISTING

153 154 155

PC STA. +56.81

R/W LINE

R/W LINE

FENCE TO REMAIN

FENCE TO REMAIN

EXIST. EOP

EXIST. EOP

� SURVEY CR 1883

PAVED DRWY

D

IR

T

D R

W Y

D

IR

T

D

RW

Y

WETLAND LINE

WETLAND LINE

CURVE 7

MILLING & RESURFACING LIMITS

LEGEND:

MILLING & RESURFACING LIMITS

FOR BOX CULVERTS

11' X 10' CHAMBERS TO REMAIN

BRIDGE CULVERT WITH TWO (2)

11.85' LT.

+19.00

9.88' RT.

+19.00

11.36' LT.

+40.14

10.44' RT.

+40.14

TO REMAIN

DITCH LINING (RIPRAP)

1"=50'N

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

TALLAHASSEE, FLORIDA 32308

NICHOLAS A. GROSSO, P.E.

P.E. LICENSE NUMBER 71591

CHIPOLA ENGINEERING GROUP, INC.

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

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F

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AL1-CR 1883 - PLAN 19 [SHEET] : Q:\Projects-OpenRoads\FDOT\23-13 CR 1883- Walton County\Roadway\PLANRD01.dgn

9:04:04 AM5/9/2025Kelley

M A

T C

H L

IN

E

S

T A

.0

M A

T C

H L

IN

E

S

T A

.0

M A

T C

H L

IN

E

S T

A

.0

M A

T C

H L

IN

E

S T

A

CURVE DATA CURVE 7

PI STA. = 162+90.57

¬ = 39°40'57" (RT)

D = 02°00'00"

T = 1,033.77

L = 1,984.22

R = 2,864.93

PC STA. = 152+56.81

PT STA. = 172+41.03

e = MATCH EXISTING

160 161 162

R/W LINE

R/W LINE

FENCE TO REMAIN

FENCE TO REMAIN

EXIST. EOP

EXIST. EOP

� SURVEY CR 1883

DIRT

DRWY

DIRT DRWY

WETLAND LINE

CURVE 7

WETLAND LINE

MILLING & RESURFACING LIMITS

LEGEND:

CONCRETE DITCH REMOVAL

SEDIMENT BARRIER

D

IR

T D

R W

Y CONC. DITCH

DESILT 32 LF OF 36" PIPE

DESILT 37 LF OF 2-36" PIPE

W/ CONC. COLLAR

CONST. 6 LF OF 2-36" RCP

FL. 158.80

INDEX 430-022

STA. 162+59.12 / 24.9' RT

CONST. SD MES 1:4

FL. 158.90

INDEX 430-022

STA. 162+83.82 / 24.0' RT

CONST. SD MES 1:4

FL. 159.30

INDEX 430-022

STA. 163+08.66 / 24.2' RT

CONST. SD MES 1:4

FL. 159.90

INDEX 430-022

STA. 163+42.73 / 24.3' RT

CONST. SD MES 1:4

CONC. DITCH PAVEMENT

SAWCUT AND REMOVE 3 SY

DESILT 31 LF OF 36" PIPE

DESILT 40 LF OF 36" PIPE

DESILT 41 LF OF 36" PIPE

CONST. 25 LF OF 18" CMP

REMOVE EXIST. PIPE AND

CONST. 34 LF OF 18" CMPREMOVE EXIST. PIPE AND

S-16

SD-41

SD-42

SD-43

SD-44

1"= 50'

N

U

CURVE DATA CURVE 7

PI STA. = 162+90.57

¬ = 39°40'57" (RT)

D = 02°00'00" T = 1,033.77 L = 1,984.22 R = 2,864.93

PC STA. = 152+56.81

PT STA. = 172+41.03

e = MATCH EXISTING

167 168 169

R/W LINE

R/W LINE

FENCE TO REMAIN

EXIST. EOP

EXIST. EOP

� SURVEY CR 1883

DIRT

DRWY

DIRT

DRWY

CURVE 7

MILLING & RESURFACING LIMITS

LEGEND:

SEDIMENT BARRIER

CONC. DITCH

CONC. DITCH

CONC. DITCH

FROM CONC. DITCH

REMOVE SEDIMENT/VEGETATION

FL. 184.80

INDEX 430-022

STA. 167+87.43 / 23.9' RT

CONST. SD MES 1:4

FL. 188.00

INDEX 430-022

STA. 168+37.43 / 24.1' RT

CONST. SD MES 1:4

FL. 209.30

INDEX 430-022

STA. 171+89.28 / 24.6' RT

CONST. SD MES 1:4

CONST. 50 LF OF 18" CMP

REMOVE EXIST. PIPE AND

SD-45 SD-46

SD-47

1" =50

N

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

TALLAHASSEE, FLORIDA 32308

NICHOLAS A. GROSSO, P.E.

P.E. LICENSE NUMBER 71591

CHIPOLA ENGINEERING GROUP, INC.

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

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AL1-CR 1883 - PLAN 21 [SHEET] : Q:\Projects-OpenRoads\FDOT\23-13 CR 1883- Walton County\Roadway\PLANRD01.dgn

9:04:05 AM5/9/2025Kelley

M A T

C H

L

IN

E

S

T A

.0

M A T

C H

L

IN

E

S

T A

.0

M A T

C H

L

IN

E

S

T A

.0

M A T

C H

L

IN

E

S

T A

CURVE DATA CURVE 7

PI STA. = 162+90.57

¬ = 39°40'57" (RT)

D = 02°00'00"

T = 1,033.77

L = 1,984.22

R = 2,864.93

PC STA. = 152+56.81

PT STA. = 172+41.03

e = MATCH EXISTING

CURVE DATA CURVE 8

PI STA. = 191+11.02

¬ = 88°49'08" (RT)

D = 03°34'03"

T = 1,573.31

L = 2,489.72

R = 1,606.08

PC STA. = 175+37.71

PT STA. = 200+27.43

e = MATCH EXISTING

176 177

PT STA. +41.03

P C

S

T A

.7

N42°04'02"E

R/W LINE

R/W LINE

FENCE TO REMAIN

TO REMAIN

FENCE

EXIST. EOP

EXIST. EOP� SURVEY CR 1883

D

IR

T D

R W

Y

GRAVEL

DRWY

G R

A V

E L

D R

W Y

GRAVEL

DRWY

IN

G L E R

D

D

IR

T D

R W

Y

CURVE 7

CURVE 8

'2

34.22' LT.

+53.72

MILLING & RESURFACING LIMITS

LEGEND:

CONCRETE DITCH REMOVAL

SEDIMENT BARRIER

CONC. DITCH

CONC. DITCH

FROM CONC. DITCH

SEDIMENT/VEGETATION

REMOVE

FROM CONC. DITCH

SEDIMENT/VEGETATION

REMOVE

FL. 211.40

INDEX 430-022

STA. 172+38.25 / 23.8' RT

CONST. SD MES 1:4

FL. 215.00

INDEX 430-022

STA. 173+36.99 / 24.7' LT

CONST. SD MES 1:4

FL. 216.10

INDEX 430-022

STA. 173+72.02 / 24.2' LT

CONST. SD MES 1:4

FL. 220.60

INDEX 430-022

STA. 176+13.22 / 29.1' LT

CONST. SD MES 1:4

FL. 221.90

INDEX 430-022

STA. 176+62.55 / 27.7' LT

CONST. SD MES 1:4

FL. 225.50

INDEX 430-022

STA. 178+02.85 / 27.7' LT

CONST. SD MES 1:4

FL. 225.70

INDEX 430-022

STA. 178+37.81 / 28.3' LT

CONST. SD MES 1:4

CONC. DITCH PAVEMENT

SAWCUT AND REMOVE 2 SY

CONC. DITCH PAVEMENT

SAWCUT AND REMOVE 2 SY

CONST. 49 LF OF 18" CMP

CONST. 50 LF OF 18" CMP

REMOVE EXIST. PIPE AND

CONST. 36 LF OF 18" CMP

REMOVE EXIST. PIPE AND

35.18' LT.

+25.35

SD-48

SD-49

SD-50

SD-51

SD-52

SD-53

SD-54

FROM CONC. DITCH

REMOVE SEDIMENT/VEGETATION

1"

N

U CURVE DATA CURVE 8

PI STA. = 191+11.02

¬ = 88°49'08" (RT)

D = 03°34'03" T = 1,573.31 L = 2,489.72 R = 1,606.08

PC STA. = 175+37.71

PT STA. = 200+27.43

e = MATCH EXISTING

183 184

R/W LINE

R/W LINE

FENCE TO REMAIN

EXIST. EOP

EXIST. EOP

� SURVEY CR 1883

D

IR

T D

R W

Y

D

IR

T

D R

W Y

D

IR

T D

R W

Y

APRON

ASPHALT DRWY

CURVE 8

MILLING & RESURFACING LIMITS

LEGEND:

38.00' LT.

+28.54

37.61' LT.

+46.44

23.79' LT.

+27.68

9.81' LT.

+13.58

9.68' LT.

+60.07

26.17' LT.

+45.27

10.04' LT.

+23.97

17.04' LT.

+35.91

36.00' LT.

+47.43

36.00' LT.

+60.09

33.00' LT.

+58.28

10.18' LT.

+70.78

DRIVEWAY RECONSTRUCTION PER

INDEX 330-001

'R

'R

'R

'R

FL. 230.40

INDEX 430-022

STA. 181+38.93 / 26.4' LT

CONST. SD MES 1:4

FL. 230.50

INDEX 430-022

STA. 181+69.91 / 25.9' LT

CONST. SD MES 1:4

FL. 227.30

INDEX 430-022

STA. 182+93.99 / 28.7' LT

CONST. SD MES 1:4

FL. 227.40

INDEX 430-022

STA. 183+19.06 / 30.2' LT

CONST. SD MES 1:4

FL. 223.00

INDEX 430-022

STA. 184+22.44 / 31.4' LT

CONST. SD MES 1:4

FL. 223.10

INDEX 430-022

STA. 184+51.76 / 31.2' LT

CONST. SD MES 1:4

FL. 220.40

INDEX 430-022

STA. 185+30.61 / 29.6' LT

CONST. SD MES 1:4

FL. 219.90

INDEX 430-022

STA. 185+63.36 / 28.6' LT

CONST. SD MES 1:4

CONST. 26 LF OF 18" CMPREMOVE EXIST. PIPE AND

CONST. 30 LF OF 18" CMP

REMOVE EXIST. PIPE AND

CONST. 33 LF OF 18" CMP

REMOVE EXIST. PIPE AND

CONST. 32 LF OF 18" CMP

REMOVE EXIST. PIPE AND

SD-55

SD-56

SD-57 SD-58 SD-59

SD-60

SD-61

SD-62

N

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

TALLAHASSEE, FLORIDA 32308

NICHOLAS A. GROSSO, P.E.

P.E. LICENSE NUMBER 71591

CHIPOLA ENGINEERING GROUP, INC.

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

AL1-CR 1883 - PLAN 23 [SHEET] : Q:\Projects-OpenRoads\FDOT\23-13 CR 1883- Walton County\Roadway\PLANRD01.dgn

9:04:07 AM5/9/2025Kelley

M A T

C H

L

IN

E S

T A

.0

M A T

C H

L

IN

E S

T A

.0

M A T

C H

L

IN

E

S

T A

.0

M A

T C

H L

IN

E

S

T A

CURVE DATA CURVE 8

PI STA. = 191+11.02

¬ = 88°49'08" (RT)

D = 03°34'03"

T = 1,573.31

L = 2,489.72

R = 1,606.08

PC STA. = 175+37.71

PT STA. = 200+27.43

e = MATCH EXISTING

190 191

R/W LINE

R/W LINE

FENCE TO REMAIN

EXIST. EOP

EXIST. EOP

� SURVEY CR 1883

G R

A V

E L

D R

W Y

D

IR

T D

R W

Y

CURVE 8

MILLING & RESURFACING LIMITS

LEGEND:

SEDIMENT BARRIER

8.46' LT.

+65.26

8.25' LT.

+23.83

DRIVEWAY RECONSTRUCTION PER

INDEX 330-001

'R

'R

23.18' LT.

+38.42

32.00' LT.

+38.42

23.39' LT.

+50.65

32.00' LT.

+50.65

W/ CONC. COLLAR

CONST. 10 LF OF 24" RCP

W/ CONC. COLLAR

CONST. 6 LF OF 24" RCP

FL. 218.10

INDEX 430-022

STA. 189+11.64 / 22.4' LT

CONST. SD MES 1:4

FL. 217.80

INDEX 430-022

STA. 189+42.46 / 22.3' LT

CONST. SD MES 1:4

FL. 220.30

INDEX 430-022

STA. 191+35.01 / 24.2' LT

CONST. SD MES 1:4

FL. 220.60

INDEX 430-022

STA. 191+54.02 / 24.4' LT

CONST. SD MES 1:4

CONST. 31 LF OF 18" CMP

REMOVE EXIST. PIPE AND

CONST. 19 LF OF 18" CMP

REMOVE EXIST. PIPE AND

S-17

S-18

SD-63 SD-64 SD-65 SD-66

CONC. DITCH PAVEMENT

SAWCUT AND REMOVE 6 SY

29.17' RT.

+83.70

39.17' RT.

+83.67

29.17' RT.

+93.89

39.17' RT.

+93.92

1' DEEP BEDDING STONE

(DITCH LINING) W/

10'x10'x1.5' RIP RAP

N

CURVE DATA CURVE 8

PI STA. = 191+11.02

¬ = 88°49'08" (RT)

D = 03°34'03" T = 1,573.31 L = 2,489.72 R = 1,606.08

PC STA. = 175+37.71

PT STA. = 200+27.43

e = MATCH EXISTING

S49°06'49"E

198 199

P T

S

T A

.4

S49°06'49"E

R/W LINE

R/W LINE

FENCE TO REMAIN

EXIST. EOP

EXIST. EOP

� SURVEY CR 1883

D

IR

T D

R W

Y

DIRT DRWY

CURVE 8

MILLING & RESURFACING LIMITS

LEGEND:

SEDIMENT BARRIER

34.52' RT.

+58.33

36.52' RT.

+66.62

30.19' RT.

+70.05

31.74' RT.

+59.00

20.53' RT.

+76.05

13.27' RT.

+89.07

13.25' RT.

+44.28

'R

'R

DRIVEWAY RECONSTRUCTION PER

INDEX 330-001

CONC. DITCH

DESILT 23 LF OF 18" PIPE

FL. 215.30

INDEX 430-022

STA. 199+56.13 / 25.2' RT

CONST. SD MES 1:4

FL. 214.90

INDEX 430-022

STA. 199+80.32 / 25.4' RT

CONST. SD MES 1:4

FL. 224.70

INDEX 430-022

STA. 196+20.79 / 26.6' LT

CONST. SD MES 1:4

FL. 225.00

INDEX 430-022

STA. 195+88.81 / 25.5' LT

CONST. SD MES 1:4

W/ CONC. JACKET

CONST. 8 LF OF 18" CMP

FL. 208.70

INDEX 430-022

STA. 201+49.92 / 22.5' LT

CONST. SD MES 1:4

FL. 208.10

INDEX 430-022

STA. 201+86.15 / 22.9' LT

CONST. SD MES 1:4

W/ CONC. JACKET

CONST. 3 LF OF 18" CMP

CONST. 24 LF OF 18" CMP

REMOVE EXIST. PIPE AND

CONST. 36 LF OF 18" CMP

REMOVE EXIST. PIPE AND

SD-67

SD-68

SD-69

SD-70

SD-71

SD-72

N

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

TALLAHASSEE, FLORIDA 32308

NICHOLAS A. GROSSO, P.E.

P.E. LICENSE NUMBER 71591

CHIPOLA ENGINEERING GROUP, INC.

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

AL1-CR 1883 - PLAN 25 [SHEET] : Q:\Projects-OpenRoads\FDOT\23-13 CR 1883- Walton County\Roadway\PLANRD01.dgn

9:04:09 AM5/9/2025Kelley

M A T

C H

L

IN

E

S

T A

.0

M A T

C H

L

IN

E

S

T A

.0

M A T

C H

L

IN

E S

T A

.0

M A T

C H

L

IN

E S

T A

S49°06'49"E

CURVE DATA CURVE 9

PI STA. = 215+01.47

¬ = 73°07'22" (LT)

D = 03°19'58"

T = 1,274.94

L = 2,194.00

R = 1,719.12

PC STA. = 202+26.54

PT STA. = 224+20.54

e = MATCH EXISTING

205 206

209P C

S

T A

.5

R/W LINE

R/W LINE

FENCE TO REMAIN

EXIST. EOP

EXIST. EOP

� SURVEY CR 1883

DIRT DRWY

D

IR

T

D R

W Y

CURVE 9

MILLING & RESURFACING LIMITS

LEGEND:

CONCRETE DITCH REMOVAL

SEDIMENT BARRIER

CONC. DITCH

FROM CONC. DITCH

REMOVE SEDIMENT/VEGETATION

DESILT 55 LF OF 18" PIPE

CONC. DITCH PAVEMENT

SAWCUT AND REMOVE 1 SY

FL. 197.50

INDEX 430-022

STA. 205+30.70 / 25.2' RT

CONST. SD MES 1:4

FL. 196.40

INDEX 430-022

STA. 205+55.92 / 26.2' RT

CONST. SD MES 1:4

FL. 192.90

INDEX 430-022

STA. 208+61.80 / 27.1' LT

CONST. SD MES 1:4

FL. 192.60

INDEX 430-022

STA. 208+86.11 / 28.2' LT

CONST. SD MES 1:4

CONST. 26 LF OF 2-18" CMP

REMOVE EXIST. PIPE AND

CONST. 24 LF OF 18" CMP

REMOVE EXIST. PIPE AND

SD-73

SD-74

SD-75

SD-76

N

U

CURVE DATA CURVE 9

PI STA. = 215+01.47

¬ = 73°07'22" (LT)

D = 03°19'58" T = 1,274.94 L = 2,194.00 R = 1,719.12

PC STA. = 202+26.54

PT STA. = 224+20.54

e = MATCH EXISTING

213 214

R/W LINE

R/W LINE

EXIST. EOP

EXIST. EOP

� SURVEY CR 1883

GRAVEL

DRWY

D

IR

T

D R

W Y

CURVE 9

MILLING & RESURFACING LIMITS

LEGEND:

CONC. DITCH

CONC. DIT

CH

CONC. DIT

CH

DESILT 36 LF OF 18" PIPE

FROM CONC. DITCH

REMOVE SEDIMENT BUILD UP

N

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

TALLAHASSEE, FLORIDA 32308

NICHOLAS A. GROSSO, P.E.

P.E. LICENSE NUMBER 71591

CHIPOLA ENGINEERING GROUP, INC.

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

AL1-CR 1883 - PLAN 27 [SHEET] : Q:\Projects-OpenRoads\FDOT\23-13 CR 1883- Walton County\Roadway\PLANRD01.dgn

9:04:10 AM5/9/2025Kelley

M A T

C H

L

IN

E

S

T A

.0

M A T

C H

L

IN

E

S

T A

.0

M A T

C H

L

IN

E

S

T A

.0

M A T

C H

L

IN

E

S

T A

N57° 45'4

8"E

CURVE DATA CURVE 9

PI STA. = 215+01.47

¬ = 73°07'22" (LT)

D = 03°19'58"

T = 1,274.94

L = 2,194.00

R = 1,719.12

PC STA. = 202+26.54

PT STA. = 224+20.54

e = MATCH EXISTING

220 221

224 P T

S

T A

.5

R/W LINE

R/W LINE

EXIST. EOP

EXIST. EOP

� SURVEY CR 1883

D

IR

T D

R W

Y

CURVE 9

MILLING & RESURFACING LIMITS

LEGEND:

'±CONC. DITCH

CONC. DITCH

CONC. DITCH

FROM CONC. DITCH

REMOVE SEDIMENT BUILD UP

OF 2-24" PIPE

DESILT 25 LF FROM CONC. DITCH

REMOVE SEDIMENT/VEGETATION

N

U U

PC STA. +96.43

N57°45'48"E

CURVE DATA CURVE 10

PI STA. = 234+01.74

¬ = 28°08'43" (LT)

D = 06°59'44" T = 205.31 L = 402.33 R = 819.02

PC STA. = 231+96.43

PT STA. = 235+98.75

e = MATCH EXISTING

225 226 227 228 229 230 231 232

N57°45'48"E

R/W LINE

R/W LINE

FENCE TO REMAIN

EXIST. EOP

EXIST. EOP

� SURVEY CR 1883

D

IR

T D

R W

Y

WETLAND LINE

WETLAND LINE

CURVE 10

MILLING & RESURFACING LIMITS

LEGEND:

MILLING & RESURFACING LIMITS

FOR BOX CULVERTS

10' X 10' BOX CULVERT TO REMAIN 10' X 10' CHAMBERS TO REMAIN

BRIDGE CULVERT WITH TWO (2)

10.49' LT.

+13.87

11.50' RT.

+13.87

9.91' LT.

+34.93

11.29' RT.

+34.93

CONCRETE DITCH REMOVAL

SEDIMENT BARRIER

CONC. DITCH

FL. 143.20

INDEX 430-022

STA. 230+62.51 / 31.5' RT

CONST. SD MES 1:4

FL. 143.20

INDEX 430-022

STA. 231+14.25 / 28.0' RT

CONST. SD MES 1:4

CONC. DITCH PAVEMENT

SAWCUT AND REMOVE 1 SY

CONST. 52 LF OF 18" CMPREMOVE EXIST. PIPE AND

SD-77

SD-78

FROM CONC. DITCH

REMOVE SEDIMENT

DITCH

FROM CONC.

SEDIMENT

REMOVE

CONC. DITCH

N

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

TALLAHASSEE, FLORIDA 32308

NICHOLAS A. GROSSO, P.E.

P.E. LICENSE NUMBER 71591

CHIPOLA ENGINEERING GROUP, INC.

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

AL1-CR 1883 - PLAN 29 [SHEET] : Q:\Projects-OpenRoads\FDOT\23-13 CR 1883- Walton County\Roadway\PLANRD01.dgn

9:04:12 AM5/9/2025Kelley

M A

T C

H L

IN

E

S T

A

.0

M A

T C

H L

IN

E

S T

A

.0

M A T

C H

L

IN

E

S

T A

.0

M A T

C H

L

IN

E

S

T A

CURVE DATA CURVE 10

PI STA. = 234+01.74

¬ = 28°08'43" (LT)

D = 06°59'44"

T = 205.31

L = 402.33

R = 819.02

PC STA. = 231+96.43

PT STA. = 235+98.75

e = MATCH EXISTING

N29°37 '05"E

P T

S

T A

.7

R/W LINE

R/W LINE

FENCE TO REMAIN

FENCE TO REMAIN

EXIST. EOP

EXIST. EOP

� SURVEY CR 1883

DIRT

DRWY

GRAVEL TURNOUT

D

IR

T

D R

W Y

CURVE 10

MILLING & RESURFACING LIMITS

LEGEND:

CONCRETE DITCH REMOVAL

SEDIMENT BARRIER

CONC. DITCH

CONC. DITCH

CONC. DITCH

FROM CONC. DITCH

REMOVE SEDIMENT

FROM CONC. DITCH

REMOVE SEDIMENT

DESILT 30 LF OF 18" PIPE

FROM CONC. DITCH

REMOVE SEDIMENT

FL. 157.90

INDEX 430-022

STA. 234+62.26 / 24.2' LT

CONST. SD MES 1:4

FL. 156.40

INDEX 430-022

STA. 234+31.64 / 24.2' LT

CONST. SD MES 1:4

DESILT 29 LF OF 18" PIPE

CONC. DITCH PAVEMENT

SAWCUT AND REMOVE 1 SY

CONC. DITCH PAVEMENT

SAWCUT AND REMOVE 2 SY

SD-79

SD-80

1" =50

N

CURVE DATA CURVE 11

PI STA. = 247+17.80

¬ = 16°41'07" (LT)

D = 05°00'38" T = 167.69 L = 333.00 R = 1,143.49

PC STA. = 245+50.12

PT STA. = 248+83.12

e = MATCH EXISTING

240 241 242 243 244 245 246

P C

S

T A

.1

N29°37'05"E

R/W LINE

R/W LINE

FENCE TO REMAIN

FENCE TO REMAIN

EXIST. EOP

EXIST. EOP

� SURVEY CR 1883

DIRT DRWY

D

IR

T D

R W

Y

D

IR

T

D R

W Y

CURVE 11

MILLING & RESURFACING LIMITS

LEGEND:

SEDIMENT BARRIER

10.79' LT.

+13.00 11.28' LT.

+92.00

10.64' RT.

+92.00

11.28' RT.

+13.00

RO…