rweng10 2017 template (3/19/2018 11:02:10 am) 2020 25 east ivan rd plans.pdf · pensacolafort...

SHEET

NO.

FISCAL

YEAR

20

COMPONENTS OF PLANS SET

ROADWAY PLANS

DRAINAGE PLANS

SIGNING AND PAVEMENT MARKINGS

PROJECT LOCATION

BEGIN PROJECT

STA. 0+32.88

END PROJECT

STA. 118+34.28

CHIPLEY

TALLAHASSEE

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA

DELAND

4

NEW PORT RICHEY

TAMPA

4

LAKELAND

MELBOURNE -

COCOA

ORLANDO

BARTOW

ST PETERSBURG

FT PIERCE

FT MYERS

FT LAUDERDALE

MIAMI

NAPLES

KEY WEST

FORT WALTON

BEACH

PENSACOLA

WEST PALM

BEACH

F

L

O

R

I

D

A

T

U

R

N

P

I

K

E

PANAMA

CITY

LAKE

CITY

DAYTONA

BEACH

SARASOTA -

BRADENTON

BEE LINE

EXPRESSWAY

75

75

95

75

275

75

295

10

95

75

10

SHEET

NO.

FISCAL

YEAR

DEI PROJECT

NO.

1

C:\Civil 3D 2018 Projects\Civil\Roadway\KEYSRD01.dwg

N

THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004‚ F.A.C.

50116967

ENGINEER OF RECORD:

JUSTIN HANSEN FORD, P.E.

P.E. NO.:74746

DEWBERRY ENGINEERS INC.

20684 CENTRAL AVE. E

BLOUNTSTOWN, FL 32424

CERTIFICATE OF AUTHORIZATION NO.: 00008794

GOVERNING STANDARD PLANS:

Florida Department of Transportation, FY2019-20 Standard plans for

Road and Bridge Construction and applicable Interim Revisions (Irs).

Standard Plans for Road Construction and associated Irs are available at

the following website:

http://www.fdot.gov/design/Standardplans.shtm

APPLICABLE IRs: IR536-001-01, IR521-001-01

EAST IVAN ROADROADWAY PLANS

BOARD OF COUNTY COMMISSIONERSWAKULLA COUNTY, FLORIDA

FINANCIAL PROJECT ID

440659-1-54-01

T 3 S

T 4 S

T 3 S

T 4 S

FINAL PLANS

INDEX OF ROADWAY PLANS

SHEET NO. SHEET DESCRIPTION

1 KEY SHEET

2 SIGNATURE SHEET

3 SUMMARY OF QUANTITIES

4 PROJECT NOTES

5 - 6 TYPICAL SECTIONS

7 - 8 DETAILS

9 PROJECT LAYOUT

10 - 21 PLAN VIEW

22 - 23 PROFILE VIEW

24 - 25 TRAFFIC CONTROL PLAN

26 - 28 SWPPP

29 - 36 CROSS SECTIONS

SIGNATURE SHEET

EAST IVAN ROAD

ROADWAY PLANS

ROAD NO. COUNTY FINANCIAL PROJECT ID

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

C:\Civil 3D 2018 Projects\Civil\Roadway\SIGNRD01.dwg

----

2

----

440659-1-54-01----

JUSTIN HANSEN FORD , P.E.

P.E. LICENSE NUMBER 74746



BLOUNTSTOWN , FL 32424

CERTIFICATE OF AUTHORIZATION 00008794

WAKULLA

INDEX OF SIGNING AND PAVEMENT MARKINGS


S1 KEY SHEET

S2 SUMMARY OF QUANTITIES

S3 SIGN DETAIL

S4 - S15 PLAN VIEW

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN

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

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY:

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED

SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED

ON ANY ELECTRONIC DOCUMENTS

20684 CENTRAL AVENUE EASTBLOUNTSTOWN, FL 32424


JUSTIN H. FORD, P.E. NO. 74746

INDEX OF ROADWAY PLANS


1 KEY SHEET

2 SIGNATURE SHEET

3 SUMMARY OF QUANTITIES

4 PROJECT NOTES

5 - 6 TYPICAL SECTIONS

7 - 8 DETAILS

9 PROJECT LAYOUT

10 - 21 PLAN VIEW

22 - 23 PROFILE VIEW

24 - 25 TRAFFIC CONTROL PLAN

26 - 28 SWPPP

29 - 36 CROSS SECTIONS

SUMMARY OF QUANTITIES

EAST IVAN ROAD

ROADWAY PLANS



REVISIONS

SHEET

NO.

C:\Civil 3D 2018 Projects\Civil\Roadway\SUMQRD01.dwg

----

3

----


WAKULLA 440659-1-54-01----







PROJECT NOTES

EAST IVAN ROAD

ROADWAY PLANS



REVISIONS

SHEET

NO.

C:\Civil 3D 2018 Projects\Civil\Roadway\GNNTRD01.dwg

----

4

----


WAKULLA 440659-1-54-01----







GENERAL NOTES:

1. ALL ROADWAY AND DRAINAGE LAYOUT, CONSTRUCTION AND MATERIALS SHALL BE PER THE TECHNICAL

SPECIFICATIONS PROVIDED IN THESE PLANS. MATERIALS SHALL BE PRODUCED OR OBTAINED FROM AN FDOT

APPROVED SOURCE. MATERIALS NOT COVERED UNDER THE PROVIDED SPECIFICATIONS SHALL MEET THE

REQUIREMENTS WITHIN THESE PLANS AND THE RESPECTIVE MANUFACTURER.

2. ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF A CORNER

MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE

CONTRACTOR SHALL NOTIFY THE COUNTY ENGINEERING DIVISION WITHOUT DELAY. ANY SURVEY MONUMENTS

REMOVED BY THE CONTRACTOR WITHOUT REFERENCE BEING ESTABLISHED, WILL BE REPLACED BY THE

CONTRACTOR AT HIS EXPENSE.

3. ANY EXISTING BENCHMARKS ARE TO BE REESTABLISHED BY THE CONTRACTOR'S SURVEYOR, IF DISTURBED.

PROJECT CONTROL SHALL BE REINSTALLED AT COMPLETION OF PROJECT.

4. THE CONTRACTOR SHALL UNDERCUT ALL UNSUITABLE MATERIAL ENCOUNTERED AND SHALL BACKFILL WITH

CLEAN SUITABLE FILL MEETING FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AS

DETERMINED NECESSARY AND DIRECTED BY THE COUNTY. SEE FDOT STANDARD PLANS INDEX 120-001 AND

120-002. THESE CUT AND FILL QUANTITIES SHALL BE COMPENSATED BASED ON STATE WIDE AVERAGE

PRICING IF NEEDED.

5. ALL BORROW MATERIAL (OR EMBANKMENT) SHALL MEET THE REQUIREMENTS OF FDOT STANDARD PLANS INDEX

120-001 AND SHALL BE FURNISHED BY THE CONTRACTOR FROM AREAS PROVIDED BY THE CONTRACTOR AND

APPROVED BY THE COUNTY.

6. THE CONTRACTOR SHALL STOCKPILE TOPSOIL AND CONSTRUCTION MATERIALS IN SAFE AREAS ACCEPTABLE TO

THE COUNTY ENGINEERING DIVISION. NO MATERIAL IS TO BE WINDROWED ON THE PAVEMENT OR SHOULDERS

OR WITHIN ANY ENVIRONMENTALLY SENSITIVE AREAS.

7. ONLY THE EXCAVATION FOR BASE PLACEMENT AND PIPE TRENCHES THAT CAN BE BACKFILLED BY THE END OF

THE WORK DAY SHALL BE EXCAVATED. NO OPEN PIPE TRENCH OR ROADWAY EXCAVATION WILL BE ALLOWED

TO REMAIN AFTER WORK ENDS FOR THE APPROVED WORK HOUR DAY.

8. ALL DAMAGED/DISCARDED SIGNS, POSTS & SOIL PLATES SHALL BE SALVAGED TO THE COUNTY AND DELIVERED

TO THE PUBLIC WORKS DEPT. 338 TRICE LN, CRAWFORDVILLE, FL 32327.

9. ALL EXISTING STREET SIGNS, MAILBOXES, ETC. SHALL BE RELOCATED IN ACCORDANCE WITH THE PROCEDURES

OUTLINED IN FDOT STANDARD PLANS INDEX 110-200. RELOCATION SHALL BE CONSIDERED A PART OF

MAINTENANCE OF TRAFFIC. MAILBOX RELOCATIONS (8' FROM EOP) SHALL BE COORDINATED THROUGH THE

LOCAL POSTMASTER PRIOR TO RELOCATION. MAILBOXES DAMAGED DURING RELOCATION SHALL BE REPLACED AT

CONTRACTOR'S EXPENSE.

10. THE CONTRACTOR SHALL CONSTRUCT DRIVEWAY TURNOUTS AT ALL EXISTING DRIVEWAYS PER FDOT STANDARD

PLANS INDEX 000-515 AND 000-516 UNLESS OTHERWISE NOTED ON PLAN SHEETS. ALL EXISTING PAVED

DRIVES AND CONCRETE APRONS AT THE EDGE OF THE EXISTING DRIVING LANE SHALL BE SAW-CUT AND

REMOVED PRIOR TO CONSTRUCTING THE WIDENED ROADWAY OR PAVED SHOULDER. UNPAVED COUNTY ROADS

ARE TO BE PAVED TO THE R/W LINE OR AS NOTED IN PLANS. ALL DRIVEWAY TURNOUTS SHALL BE TYPE I AND

ALL SIDE STREET TURNOUTS SHALL BE TYPE II.

11. THE CONTRACTOR SHALL BE RESPONSIBLE TO LAWFULLY REMOVE, TRANSPORT AND DISPOSE OF ALL MATERIALS

NOT SALVAGED TO OWNER. EXCESS FILL MATERIAL SHALL BE UTILIZED TO THE FULLEST EXTENT POSSIBLE.

REMAINING FILL SHALL, AT COUNTY'S OPTION, BE SALVAGED TO THE COUNTY AT AN APPROVED LOCATION FOR

STOCKPILING. UNDAMAGED GUARDRAIL SHALL BE SALVAGED TO THE COUNTY AND DELIVERED TO THE GADSDEN

COUNTY PUBLIC WORKS DEPARTMENT.

12. ALL DISTURBED AREAS SHALL BE STABILIZED BY PERFORMANCE TURF AND SOD. (SEE TYPICAL ROADWAY

MODIFICATION SECTION FOR SOD LOCATIONS)

13. ALL WATER, EQUIPMENT. MATERIALS, SUPPLIES, PRIME MATERIAL, COVER MATERIAL ETC. INCLUDING

NECESSARY MEANS, METHODS, SURVEYING AND MOT SHALL BE INCLUDED IN BID PRICE(S). OMISSIONS BY

CONTRACTOR WILL NOT SERVE AS JUSTIFICATION FOR APPROVAL OF ADDITIONAL COMPENSATION.

14. CONTRACTOR IS TO PROVIDE ALL REQUIRED SUBMITTALS INCLUDING FDOT APPROVED ASPHALT DESIGN MIXES

FOR REVIEW AND APPROVAL BEFORE ANY WORK IS TO COMMENCE ON THE RELEVANT PHASE OF THE PROJECT.

15. TYPE SP AND FC ASPHALTIC CONCRETE TO BE PLACED WITH A MECHANICAL SPREADER USING ELECTRONIC

TRANSVERSE & LONGITUDINAL SCREED CONTROLS.

16. PAVEMENT THICKNESS TRANSITIONS ALONG THE MAINLINE ROADWAY ARE TO BE CONSTRUCTED ON A 1:600

RATIO. FURTHER, WHENEVER GRADE DIFFERENCES EXIST BETWEEN THE PROJECT AND AN INTERSECTING

STREET, TURNOUT OR CROSSOVER, THE CONTRACTOR SHALL PROVIDE A SMOOTH TRANSITION FROM THE

STREET, TURNOUT, OR CROSSOVER TO THE PROJECT UNTIL FINAL SURFACE INSTALLATION.

17. ALL ITEMS AS SHOWN ON THE PLANS MAY BE INCREASED, DECREASED OR OMITTED AS DIRECTED BY THE

COUNTY OR THE AUTHORIZED REPRESENTATIVE.

18. ALL WELLS, CLEANOUTS, MANHOLE TOPS, PULL BOX COVERS AND OTHER UTILITY APPURTENANCES WITHIN THE

PROJECT LIMITS SHALL BE PROTECTED AND ADJUSTED WHERE NECESSARY TO MATCH PROPOSED FINISH

GRADES.

19. CONTRACTOR SHALL EXERCISE EXTREME CARE DURING THIS PROJECT AND SHALL BE RESPONSIBLE FOR

REPAIRING ANY DAMAGE TO ADJACENT PROPERTIES, EXISTING STRUCTURES OR FACILITIES, ABOVE OR BELOW

GROUND THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR.

20. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE APPROPRIATE UTILITY ANY NECESSARY UTILITY

FIELD LOCATION OR RELOCATION, AS REQUIRED. THE LOCATION OF THE UTILITIES SHOWN IN THE PLANS ARE

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

LOCATIONS SHALL BE FIELD VERIFIED BY CONTRACTOR.

21. CONTRACTOR SHALL NOTIFY UTILITY OWNERS THROUGH SUNSHINE ONE CALL OF FLORIDA, INC.

(1-800-432-4770) AND UTILITY OWNERS LISTED HEREIN, 48 HOURS IN ADVANCE OF BEGINNING CONSTRUCTION

AT THE JOB SITE.

22. THE CONTRACTOR SHALL INSTALL RPMs IN A SINGLE LINE DOWN CENTER OF THE PROPOSED STRIPING AS

DIRECTED BY THE OWNER.

23. ALL OVERHEAD LINES ARE 7.7 OR 14.4 KV.

24. THE CONTRACTOR SHALL CONSTRUCT A 2' APRON ON THE INSIDE OF THE CURVES AS INDICATED ON THE

ROADWAY PLAN SHEETS. APRON SHALL BEGIN AT POINT OF CURVATURE AND TERMINATE AT THE POINT OF

TANGENCY. THE APRON SHALL TRANSITION FROM ZERO TO FULL WIDTH OVER A 10' LENGTH. APRON SHALL BE

CONSTRUCTED IN ACCORDANCE WITH TURNOUT DETAIL.

MAINTENANCE OF TRAFFIC BY CONTRACTOR

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFE PASSAGE OF TRAFFIC AND PROTECTION OF

HIS WORK FORCE THROUGHOUT THE PROJECT.

2. A MAINTENANCE OF TRAFFIC PLAN SHALL BE SUBMITTED BY THE CONTRACTOR IN ACCORDANCE WITH PART SIX

OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE ROADWAY AND TRAFFIC DESIGN

STANDARDS. ONE TRAFFIC LANE MAY BE CLOSED DURING WORKING HOURS ONLY. CONTRACTOR IS TO CHECK

AND MAINTAIN ON A DAILY BASIS ALL SIGNS, FLASHING LIGHTS, STRIPING AND OTHER ITEMS AS REQUIRED TO

CONFORM WITH THE MAINTENANCE OF TRAFFIC PLAN.

3. WORK ZONE TRAFFIC CONTROL SHALL ADHERE STRICTLY TO THE REQUIREMENTS OF THE FDOT STANDARD

PLANS INDEX FOR ROAD CONSTRUCTION 102-600, THE MUTCD AND ANY SPECIFIC INSTRUCTIONS OF THE

COUNTY ENGINEERING DIVISION. NONCOMPLIANCE WITH THESE STANDARDS WILL SERVE AS JUST CAUSE FOR

STOPPING WORK AT NO EXPENSE TO OWNER.

4. THE CONTRACTOR'S PROPOSED SEQUENCE OF OPERATIONS AND SPECIFIC MAINTENANCE OF TRAFFIC PLANS

SHALL BE REVIEWED BY THE COUNTY ENGINEER OF RECORD PRIOR TO THEIR IMPLEMENTATION.

5. UNLESS SPECIFICALLY AUTHORIZED BY THE COUNTY, THE CONTRACTOR SHALL MAINTAIN AT ALL TIMES AT

LEAST ONE WAY TRAFFIC WITH A MINIMUM OF A 10' (FT) WIDE LANE AND A POSTED SPEED OF NOT MORE

THAN 35 MILES PER HOUR, WITH APPROPRIATE TRAFFIC CONTROL.

6. AN ABOVE GROUND HAZARD IS ANY OBJECT, MATERIAL, OR EQUIPMENT OTHER THAN TRAFFIC CONTROL

DEVICES THAT ENCROACHES UPON THE TRAVEL WAY OR THAT IS LOCATED WITHIN THE CLEARZONE WHICH

DOES NOT MEET THE DEPARTMENT'S SAFETY CRITERIA.

7. TEMPORARY LANES SHALL BE STABILIZED AND SUITABLE FOR PASSENGER VEHICLES DURING ALL WEATHER

CONDITIONS.

EROSION & SEDIMENTATION CONTROL:

THE CONTRACTOR IS RESPONSIBLE FOR EROSION/SEDIMENTATION CONTROL PRACTICES DURING CONSTRUCTION

TO MINIMIZE ON-SITE EROSION/SEDIMENTATION AND TO PROTECT AGAINST DAMAGE TO OFF-SITE PROPERTY.

THE FOLLOWING PRACTICES SHALL BE EMPLOYED:

1. EROSION AND SEDIMENTATION CONTROL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. AREAS OF

OFF-SITE DISCHARGE DURING CONSTRUCTION SHALL BE PROTECTED WITH A SEDIMENT BARRIER PER FDOT

STANDARD PLANS INDEX TO PREVENT OFF-SITE DISCHARGE OF SEDIMENTS. TEMPORARY SEED AND MULCH

SHOULD BE USED TO CONTROL ON-SITE" EROSION WHEN IT IS NOT PRACTICAL TO ESTABLISH PERMANENT

VEGETATION. PERMANENT VEGETATION SHALL BE PLACED AS EARLY AS POSSIBLE ON ALL SLOPES STEEPER

THAN 5 (FT) HORIZONTAL TO 1 (FT) VERTICAL (IF APPLICABLE). SOD SHALL BE PINNED AS REQUIRED. ALL

EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE MAINTAINED IN WORKING ORDER THROUGHOUT

THE CONSTRUCTION PHASE. THE CONTRACTOR SHALL INSPECT AND REPAIR AS NECESSARY THE

EROSION/SEDIMENTATION PROTECTION AT THE END OF EACH WORKING DAY.

2. EROSION/SEDIMENTATION CONTROL SHALL BE PLACED PRIOR TO ANY SITE EXCAVATION AND/OR FILLING AND

SHALL REMAIN IN PLACE UNTIL SITE EXCAVATION IS COMPLETE AND VEGETATION ESTABLISHED.

3. ALL SLOPES STEEPER THAN 3H:1V REQUIRE LAPPED OR PEGGED SOD.

4. ALL INLET STRUCTURES AND PIPES SHALL BE PROTECTED FROM SILTATION BY CONSTRUCTING INLET

PROTECTION AS DEFINED IN THE FDOT STANDARDS.

5. PERMANENT VEGETATIVE STABILIZATION SHALL BE APPLIED ON FINE GRADED SITES AS SOON AS PRACTICAL.

TEMPORARY SEEDING SHOULD BE EMPLOYED TO PREVENT EXPOSURE OF BARREN SOILS UNTIL PERMANENT

VEGETATION CAN BE APPLIED.

6. ALL SYNTHETIC BALES, SILT FENCE AND OTHER EROSION CONTROL MEASURES SHALL BE REMOVED AT THE

COMPLETION OF THE PROJECT ONCE VEGETATION IS FULLY ESTABLISHED. CONTRACTOR SHALL REPLACE ANY

PERFORMANCE TURF THAT DOES NOT ESTABLISH.

MISCELLANEOUS NOTES:

1. BURNING OF MATERIALS AND/OR DEBRIS AS A MEANS OF DISPOSAL IS PROHIBITED WITHIN THE LIMITS OF

THE PROJECT.

2. RE-GRADE DITCHES AT SIDE AND CROSS DRAINS TO LIMITS SHOWN OR 25 FEET MINIMUM TO PROVIDE

SMOOTH TRANSITION WITH CULVERT AND EXISTING FLOW LINES. AVOID SUMP CONDITIONS TO THE MAXIMUM

EXTENT POSSIBLE.

3. ALL DRIVES, WHERE SIDE DRAIN REPLACEMENT IS CALLED FOR SHALL BE REPLACED WITH MATERIAL CALLED

FOR IN PLANS. IT SHALL BE RECONSTRUCTED TO THE POINT OF DISTURBANCE OR RIGHT-OF-WAY AS

DIRECTED. GRADES SHALL BE ADJUSTED TO PROVIDE A SMOOTH TRANSITION TO THE POINT OF

DISTURBANCE/REPLACEMENT.

CONSTRUCTION SEQUENCE:

1. THE CEI FIRM WILL BE RESPONSIBLE FOR SCHEDULING A PRE-CONSTRUCTION CONFERENCE WITH THE

OWNERS, UTILITY COMPANIES, CONTRACTOR, ENGINEER AND ALL OTHER PARTIES REQUIRED FOR

COMMENCEMENT OF PROJECT. THIS MEETING SHALL TAKE PLACE PRIOR TO COMMENCEMENT OF ANY PROJECT

RELATED ACTIVITIES.

2. THE CONTRACTOR SHALL ENSURE THAT A FOREMAN OR SUPERVISOR WHO HAS BEEN CERTIFIED UNDER

FLORIDA STORMWATER, EROSION, AND SEDIMENTATION CONTROL INSPECTOR TRAINING PROGRAM IS AVAILABLE

IN PERSON OR BY TELEPHONE AT ALL TIMES DURING CONSTRUCTION ACTIVITIES. CONSTRUCTION SHALL NOT

COMMENCE UNTIL INFORMATION (NAME AND PHONE NUMBER) OF CERTIFIED STORMWATER EROSION AND

SEDIMENT CONTROL INSPECTOR HAS BEEN PROVIDED TO THE CEI FIRM AT THE PRE CONSTRUCTION MEETING

3. PRIOR TO CLEARING, A STAKED SILT FENCE (TRENCHED 8 INCHES DEEP AND BACKFILLED ON THE UPHILL

SIDE), SHALL BE INSTALLED AROUND THE PERIMETER OF THE SITE AS SHOWN ON THE PLANS. SILT FENCE

MUST NOT BE TRENCHED WITHIN 60% OF THE CPZ (CRITICAL PROTECTION ZONE) OF ANY TREES TO BE

PROTECTED. EROSION CONTROL SHOWN ON PLANS IS REQUIRED. ADDITIONAL SEDIMENT AND EROSION

CONTROL MEASURES MAY BE REQUIRED DURING ANY PHASE OF THE DEVELOPMENT, AT THE DISCRETION OF

THE INSPECTOR. THE COUNTY INSPECTOR MAY REQUIRE ADDITIONAL MEASURES TO PREVENT ADDITIONAL

EROSION. CONTRACTOR WILL BE RESPONSIBLE FOR CLEANING ANY SEDIMENT AFTER CONSTRUCTION.

CONTRACTOR WILL BE RESPONSIBLE FOR THE CONDITION OF RIGHT-OF-WAY DURING CONSTRUCTION.

CONTRACTOR CAN USE ADDITIONAL ALTERNATIVES TO PREVENT SEDIMENTS EXISTING THE SITE. CONTRACTOR

WILL BE RESPONSIBLE FOR ANY OFFSITE IMPACTS.

4. DURING THE CLEARING, GRUBBING AND SITE GRADING STAGES, AREAS THAT ARE DISTURBED MORE THAN 7

DAYS SHALL BE STABILIZED WITH GRASS SEED APPLIED AT MANUFACTURER'S RECOMMENDATIONS. SEEDING

SHALL CONTAIN 1.4 LB/1,000 SF OF BERMUDA AND 0.9 LB./1,000 SF OF RYGRASS IN THE COOL SEASON AND IN

THE WARM SEASON SHALL CONTAIN 1.4 LB./1,000SF OF BERMUDA AND 0.9 LB/1,000 SF OF BROWNTOP MILLET.

AFTER SEEDING, EACH AREA SHALL BE MULCHED WITH 4,000 POUNDS OF STRAW PER ACRE. ALL EXPOSED

SLOPES THAT ARE EQUAL TO OR GREATER THAN 5%, AN EROSION BLANKET SHALL BE UTILIZED UNTIL THE

AREA ACHIEVES FINAL STABILIZATION.

5. CONTRACTOR SHALL EXCAVATE THE SITE SO THAT NO SEDIMENTS ENTER A CONVEYANCE SYSTEM. CONTRACTOR

SHALL ENSURE NECESSARY SAFETY MEASURES ARE TAKEN TO REMOVE SOIL FROM THE PROPOSED SITE AND

OSHA REQUIREMENTS ARE MET. IF CONTRACTOR STORES SOILS ON SITE AND SHALL COORDINATE WITH OWNER

ABOUT LOCATION ON SITE. THE STORAGE ON SITE AREA SHALL BE SURROUNDED BY DOUBLE ROW SILT FENCE.

IF THE CONTRACTOR REMOVES SOIL AND CREATES SLOPES GREATER THAN 2:1 PRIOR TO ANY HEADWALL BEING

INSTALLED NECESSARY EROSION CONTROL MEASURES SHALL BE PLACED, SUCH AS SILT FENCES AND EROSION

CONTROL BLANKETS AS NEEDED.

6. AFTER THE INITIAL SITE GRADING WORK, ALL PROPOSED INLET(S)/OUTFALLS, ONCE INSTALLED, SHALL BE

PROTECTED FROM EROSION AND SEDIMENT RUNOFF BY THE USE OF FILTER FABRIC (WITH THE SAME

INSTALLATION AS ABOVE). DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE

PERMANENTLY CEASED OR ARE TO BE LEFT IDLE FOR MORE THAN 14 DAYS SHALL BE STABILIZED WITH

PERMANENT SEED OR OTHER PERMANENT STABILIZATION METHODS. SEEDING SHALL BE THE SAME AS IN

TEMPORARY SEEDING.

7. TEMPORARY SEEDING SHALL BE APPLIED AT MANUFACTURER'S RECOMMENDATIONS, AS ABOVE, TO ANY

DISTURBED AREAS THAT ARE INACTIVE MORE THAN 7 DAYS. SOD SHALL BE USED TO STABILIZE ANY

STORMWATER DISCHARGE SWALE. SOD STRIPS IN SWALES AND WATERWAYS SHALL BE LAID PERPENDICULAR

TO THE DIRECTION OF FLOW. SOD SHALL BE PEGGED OR STAPLED TO RESIST WASHOUT DURING THE

ESTABLISHMENT PERIOD. SOD SHALL BE WATERED AND MAINTAINED AS NEEDED FOR THIS PROJECT.

8. CLEAR THE REMAINING PORTION OF THE SITE, INCLUDING ACCESS DRIVES, AND CREATE DIVERSION CHANNELS

IF NECESSARY TO DIRECT ANY STORM WATER FLOWS TO A CONVEYANCE SYSTEM. CONSTRUCT SEDIMENT BALE

CHECK DAMS WHERE NEEDED TO TRAP SEDIMENT BEFORE IT REACHES A CONVEYANCE SYSTEM.

9. CARE SHALL BE TAKEN TO ASSURE THE REMOVAL OF ACCUMULATED FINE SEDIMENTS AND THAT THE

EXCESSIVE COMPACTION OF SOIL BY CONSTRUCTION MACHINERY IS AVOIDED. INLET(S)/OUTFALLS SHALL BE

PROTECTED WITH FILTER FABRIC AND PROPERLY INSTALLED SEDIMENT BALES (WITH THE SAME INSTALLATION

AS INDICATED ABOVE) OR DOUBLE ROW STAKED SILT FENCE.

10. ALL SEDIMENT IS TO BE CAPTURED ON THE PROJECT SITE. ANY SEDIMENT ESCAPING THE PROJECT SITE WILL

BE REQUIRED TO BE REMOVED AND RESTORED INCLUDING THE TRACKING OF SOIL ON STREETS. THIS

INCLUDES SEDIMENT INTO ANY SWALE OR PIPE FACILITY. CONTRACTOR WILL BE RESPONSIBLE FOR ANY

SEDIMENT ENTERING FACILITY AND WILL BE RESPONSIBLE FOR ITS REMOVAL.

11. DAILY MAINTENANCE WILL BE REQUIRED ON THE SITE AND IMMEDIATELY AFTER STORM EVENTS TO PREVENT

TRACKING OF SEDIMENT ON TO ADJACENT STREETS AND RIGHT OF WAY.

12. REMOVE ALL SEDIMENT/EROSION CONTROL DEVICES. REMOVE AND DISTRIBUTE ANY REMAINING SEDIMENT

ONCE FULLY STABILIZED. ASSURE THAT DISTRIBUTED SEDIMENT WILL NOT BE REDISTRIBUTED. ANY EXCESS

DIRT SHALL BE DISPOSED OFF IN A MANNER OFF SITE THAT WILL NOT CAUSE ANY EROSION OR SEDIMENT

ISSUES. CONTRACTOR WILL ALSO INSPECT STRUCTURES FOR SEDIMENT. ANY SEDIMENT SHALL BE FLUSHED

FROM THE CONVEYANCE SYSTEM.

13. TWO WEEKS PRIOR TO FINAL INSPECTION, THE CONTRACTOR SHALL HAVE A WALK THROUGH WITH THE

ENGINEER AND OWNER AND A PUNCH LIST SHALL BE PREPARED. ONCE ALL PUNCH LIST ITEMS ARE

ADDRESSED, THE CONTRACTOR SHALL ALSO SCHEDULE A WALK THROUGH WITH THE OWNER AND ENGINEER

UPON COMPLETION.

UTILITY CONTACTS

CENTURYLINK

DISPATCH

855-742-6062

CITY OF SOPCHOPPY

MIKE PORTER

850-962-4611

COMCAST COMMUNICATIONS

USIC DISPATCH

800-778-9140

WAKULLA COUNTY

CASEY KEARNS

850-962-3026 x2146

TALQUIN ELECTRIC CO-OP, INC. -ELECTRIC

NATE HOGAN

850-508-0273

TALQUIN ELECTRIC CO-OP, INC. -WATER

DANNY PARKER

850-627-7651 x1464

UNITI FIBER LLC

SOUTHERN LIGHT EMERGENCY RESPONSE

DISPATCH

877-652-2321

STA. 0+32.88 - 23+36.61

DESIGN SPEED - 50 MPH

POSTED SPEED - 45 MPH

CLEAR ZONE - 18'

ADT = 4810 (YEAR 2040)

NOTES:

1. ALL FINAL SURFACE ASPHALT SHALL BE

PLACED WITH THE USE OF A MATERIAL

TRANSFER VEHICLE.

MATCH

EX.

1.25" SP 9.5

FRICTION COURSE

MATCH EX.

ROW VARIES

℄ CONSTRUCTION

R/W LINE

EXISTING ROADWAY

R/W LINE

±24' EXISTING ROADWAY

±12' RESURFACE

LIMITS OF CONSTRUCTION

±12' RESURFACE

TIE TO EX. GRADE

2'-8"

SOD

TYPICAL SECTION

EAST IVAN ROAD

STA. 0+32.88 - STA. 23+36.61

STA. 28+16.61 - STA. 118+34.28

RESURFACE

1.25" SP 9.5 FRICTION COURSE (TRAFFIC B) (PG 76-22)

0.75" SP 9.5 STRUCTURAL COURSE (TRAFFIC B) (PG 76-22)

TIE TO EX. GRADE

2'-8"

SOD

24' PROPOSED ROADWAY

STA. 28+16.61 - 118+34.28


POSTED SPEED - 45 MPH

CLEAR ZONE - 18'

ADT = 4810 (YEAR 2040)

TRAFFIC DATA

0.75" SP 9.5

STRUCTURAL COURSE

0.02

ROW VARIES

℄ CONSTRUCTION

R/W LINE

VARIES

0' TO 2'-6"


TIE TO EX. GRADE

1.5" SP 9.5

STRUCTURAL COURSE

OPTIONAL BASE

GROUP 6

1.5" SP 9.5

FRICTION COURSE

12' TRAVEL LANE

TYPICAL SECTION

EAST IVAN ROAD

STA. 23+36.61 - STA. 23+98.46

STA. 27+50.40 - STA. 28+16.61

PROPOSED ROADWAY VARIES

TRAFFIC DATA

0.02

VARIES

0' TO 2'-6"

12" TYPE B STABILIZATION

LBR 40

PROFILE

GRADE

POINT

4

:1

TIE TO EX. GRADE

2'-8"

SOD

4' PAVED

SHOULDER

6' SHOULDER

0.06

STA. 23+36.61 - 28+16.61


POSTED SPEED - 35 MPH (ADVISORY)

CLEAR ZONE - 10'

ADT = 4810 (YEAR 2040)

NOTES:



TRANSFER VEHICLE.

6"

R/W LINE

12' TRAVEL LANE

4' PAVED

SHOULDER

2'-8"

SOD

0.75" SP 9.5

STRUCTURAL COURSE

1.25" SP 9.5

FRICTION COURSE

4

:1

0.06

6' SHOULDER

RESURFACE



NEW CONSTRUCTION - WIDENING



OPTIONAL BASE GROUP 6

EXISTING ROADWAY

SEED & MULCH

SEED & MULCH

TYPICAL SECTION

EAST IVAN ROAD

ROADWAY PLANS



REVISIONS

SHEET

NO.

C:\Civil 3D 2018 Projects\Civil\Roadway\TYPSRD01.dwg

----

5

----


WAKULLA 440659-1-54-01----







1.5" SP 9.5

FRICTION COURSE

0.02

R/W LINE

TIE TO EX. GRADE

4' PAVED

SHOULDER

1.5" SP 9.5

STRUCTURAL COURSE

18' CONC. TRUCK APRON (AMS-STD-595-21105 red)

VARIES 1:10 MIN TO 1:6 MAX

0.02

OPTIONAL BASE

GROUP 6

12" TYPE B STABILIZATION (LBR 40)

6"

6"

TYPE D CURB

TYPE RA CURB

1.5" SP 9.5

FRICTION COURSE

0.02

R/W LINE

4

:1

TIE TO EX. GRADE

0.06

2'-8"

SOD

4' PAVED

SHOULDER

1.5" SP 9.5

STRUCTURAL COURSE

PROFILE GRADE POINT

18' CONC. TRUCK APRON (AMS-STD-595-21105 red)

VARIES 1:10 MIN TO 1:6 MAX

0.02

OPTIONAL BASE

GROUP 6

12" TYPE B STABILIZATION (LBR 40)

6"

6"

TYPE D CURB

TYPE RA CURB

16' CIRCULATORY ROADWAY 16' CIRCULATORY ROADWAY

PROFILE GRADE POINT

SOD AND LANDSCAPE 46.2'

INSCRIBED CIRCLE DIAMETER (ICD) 120'

VARIESVARIES

℄ CONSTRUCTION ℄ CONSTRUCTION

NEW CONSTRUCTION




TYPICAL SECTION

ROUNDABOUT (RAB)

STA. 0+00.00 - STA. 2+76.46

6' SHOULDER

4

:1

0.06

2'-8"

SOD

6' SHOULDER

TRAFFIC DATA


POSTED SPEED - N/A

CLEAR ZONE - 10'

ADT = 4810 (YEAR 2040)

NOTES:



TRANSFER VEHICLE.


SEED & MULCH

SEED & MULCH

0.02

ROW VARIES

℄ CONSTRUCTION

R/W LINE

VARIES

0' TO 22'-8"


TIE TO EX. GRADE

1.5" SP 9.5

STRUCTURAL COURSE

OPTIONAL BASE

GROUP 6

1.5" SP 9.5

FRICTION COURSE

12' TO 19'-4" TRAVEL LANE

TYPICAL SECTION

EAST IVAN ROAD

STA. 23+98.46 - STA. 25+16.61

STA. 26+36.61 - STA. 27+50.40

LONNIE RAKER LANE

STA. 0+60.00 TO STA. 2+40.00

NEW CONSTRUCTION




PROPOSED ROADWAY VARIES

TRAFFIC DATA

0.02

VARIES

4' TO 20'-5"

TYPE I CONC.

TRAFFIC SEPARATOR

VARIES

0' TO 19'-5"


LBR 40

PROFILE GRADE POINT

4

:1

TIE TO EX. GRADE

2'-8"

SOD

4' PAVED

SHOULDER

6' SHOULDER

0.06


LBR 40

OPTIONAL BASE

GROUP 6

STA. 23+36.61 - 28+16.61


POSTED SPEED - 35 MPH (ADVISORY)

CLEAR ZONE - 10'

ADT = 4810 (YEAR 2040)

NOTES:



TRANSFER VEHICLE.

6"

R/W LINE

12' TO 14'-11" TRAVEL LANE

4' PAVED

SHOULDER

2'-8"

SOD

1.5" SP 9.5

STRUCTURAL COURSE

1.5" SP 9.5

FRICTION COURSE

4

:1

0.06

6"

6' SHOULDER

4

:

1

5' TRAPEZOIDAL

DITCH

SEED & MULCH SEED & MULCH

TYPICAL SECTION

EAST IVAN ROAD

ROADWAY PLANS



REVISIONS

SHEET

NO.


----

6

----


WAKULLA 440659-1-54-01----







R

6

0

'

R44'

1

8

'

R

2

3

.

8

'

R=300'

R=100'

R=75'

R=200'

R=100'

R=75'

R=300'

R=100'

R=75'

16'

1

8

.

6

'

1

8

.6

'

1

9

.

3

'

1

2

'

1

2

'

12'

12'

1

4

.

9

'

1

4

.

9

'

14.7'

R=286'

R=286'

R=186'

1

2

'

1

2

'

℄ EAST IVAN ROAD

℄ ROUNDABOUT (RAB)

℄ LONNIE RAKER LANE

℄ EAST IVAN ROAD

4

'

4'

4'

2

3

24

25

2

6

2

7

PI STA. 25+76.61

P

C

S

T

A

.

2

3

+

5

9

.3

9

P

C

S

T

A

.

2

7

+

1

3

.

0

7

P

T

S

T

A

.

2

3

+

2

4

.9

4

PT STA. 24+40.16

-

0

1

2

2

0

1

Beg. STA. 0+00.00

PC STA. 0+61.01

P

C

C

S

T

A

. 1

+

3

5

.6

6

RAB STA. 0+00.00=

RAB STA. 2+76.46

0

+18.61

2.00 RT.

+18.61

2.00 LT.

+26.13

2.00 LT.

+33.65

1.82 RT.

+78.63

1.23 LT.

+12.90

4.34 RT.

+15.66

2.40 RT.

+14.89

13.09 LT.

+11.25

15.87 LT.

+77.13

8.38 LT.

+60.81

4.81 LT.

+63.53

6.90 LT.

+62.35

9.48 RT.

+66.02

12.07 RT.

+99.41

4.53 RT.

+03.43

1.13 LT.

+28.31

2.00 RT.

+58.00

2.00 RT.

+58.00

2.00 LT.

+27.58

2.00 LT.

+37.55

2.86 LT.

+38.98

9.61 RT.

+42.57

12.20 RT.

+40.28

4.94 LT.

+70.60

6.30 RT.

+74.60

0.31 RT.

+95.90

1.37 LT.

+34.61

2.00 RT.

+34.61

2.00 LT.

+13.07

2.00 LT.

+11.99

2.00 RT.

S

8

7

°

4

5

'

4

9

"

E

S 7

3° 0

1' 3

2" E

S

2

6

°

0

2

'

5

6

"

E

N

3

3

°

5

7

'

3

9

"

E

+26.13

2.00 RT.

R=306'

STEALTH 120 SOLAR LIGHT

WITH 25' TALL ANCHOR

BASE LIGHT POLE



BASE LIGHT POLE



BASE LIGHT POLE

3

'

3

'

1'

1'

R=3'

R=3'

R=300'

R=60'

R=75'

R=2'

1'

1'

1'

1'

6" YELLOW SOLID (TYP.)

6" WHITE

ROUNDABOUT DETAIL

EAST IVAN ROAD

ROADWAY PLANS



REVISIONS

SHEET

NO.

C:\Civil 3D 2018 Projects\Civil\Roadway\DETSRD01.dwg

----

7

----


WAKULLA 440659-1-54-01----







SPLITTER ISLAND DETAIL (TYPICAL)

N

1

"=

3

0

'

NOTE:

LIGHT AND LIGHT POLE SHALL BE

PLACED WITHIN ROW LINE AND 10' FROM

THE EDGE OF PROPOSED PAVEMENT

AutoCAD SHX Text.006



AutoCAD SHX Text.02

AutoCAD SHX Text.02

AutoCAD SHX Text.02




AutoCAD SHX Text.01


AutoCAD SHX Text.00

AutoCAD SHX Text.01

AutoCAD SHX Text.02

AutoCAD SHX Text.03

AutoCAD SHX Text.04

AutoCAD SHX Text.02

AutoCAD SHX Text.05

AutoCAD SHX Text.04

AutoCAD SHX Text.01

AutoCAD SHX Text.02

AutoCAD SHX Text.02

AutoCAD SHX Text.02

AutoCAD SHX Text.01

AutoCAD SHX Text.02

AutoCAD SHX Text.00

AutoCAD SHX Text.01

AutoCAD SHX Text.02

AutoCAD SHX Text.00

AutoCAD SHX Text.01

AutoCAD SHX Text.02

AutoCAD SHX Text.02

AutoCAD SHX Text.03

AutoCAD SHX Text.02

DRIVEWAY APRON DETAIL

TRAVEL LANE

NTS

SIDE ROAD TURNOUT DETAIL

NTS

1.25" SP 9.5

FRICTION COURSE

COMMERCIAL

MATERIAL


(ONLY WHERE EXISTING

ASPHALT DOES NOT EXIST)

2' DRIVEWAY

TURNOUT

1.25" SP 9.5

FRICTION COURSE

TRAVEL LANE

1.25" SP 9.5

FRICTION COURSE


(ONLY WHERE EXISTING

ASPHALT DOES NOT EXIST)

5' SIDE ROAD

TURNOUT

1.25" SP 9.5

FRICTION COURSE

0.75" SP 9.5

STRUCTURAL COURSE

0.75" SP 9.5

STRUCTURAL COURSE

TURNOUT DETAIL

EAST IVAN ROAD

ROADWAY PLANS



REVISIONS

SHEET

NO.


----

8

----


WAKULLA 440659-1-54-01----







0

4

BP STA. 0+00.00

PC STA. 0+61.01

PCC STA. 1+35.66

PT STA. 3+32.90

EP STA. 4+80.63

0 10

20

3

0

4

0

BP STA. 0+00.00

PC STA. 3+30.02

PT STA. 8+81.93

PC STA. 22+09.05

PT STA. 23+24.94

PC STA. 23+59.39

PT STA. 24+40.16

PI STA. 25+76.61

PC STA. 27+13.07

PT STA. 27+73.16

PC STA. 29+70.07

PT STA. 33+43.70

PC STA. 36+93.95

PT STA. 41+37.02

P

C

S

T

A

.

4

5

+

3

6

.

9

4

-

0

2

BP STA. -0+00.00

EP STA. 2+76.46

5

0

6

0

7

0

8

0

9

0

1

0

0

1

1

0

1

1

8

PC STA. 36+93.95

PT STA. 41+37.02

P

C

S

T

A

.

4

5

+

3

6

.9

4

P

T

S

T

A

.

4

8

+

5

5

.6

6

P

C

S

T

A

.

4

9

+

9

0

.3

5

P

T

S

T

A

.

5

2

+

4

1

.4

6

P

C

S

T

A

.

5

4

+

9

4

.9

8

P

T

S

T

A

.

5

7

+

4

1

.2

8

PC STA. 72+78.55

P

T

S

T

A

.

7

7

+

3

6

.

6

2

P

C

S

T

A

.

9

2

+

1

5

.

5

6

PT STA. 96+41.65

PC STA. 97+93.55

PT STA. 100+81.89

P

C

S

T

A

.

1

0

2

+

6

8

.

7

2

P

T

S

T

A

.

1

0

4

+

1

6

.

7

1

EP STA. 118+52.74

----

----440659-1-54-01

PROJECT LAYOUT9

EAST IVAN ROAD

ROADWAY PLANS



REVISIONS

SHEET

NO.

C:\Civil 3D 2018 Projects\Civil\Roadway\PLAYRD01.dwg

----

N

1" = 500'








WAKULLA

SITE CONTROL POINTS:

DESCRIPTION NORTHING EASTING ELEV. (NAVD 1988)

SOURCE CONTROL POINTS:

DESCRIPTION NORTHING EASTING ELEV. (NAVD 1988)

N

1

"

=

5

0

0

'

AutoCAD SHX TextMATCHLINE STA. - 42+00

AutoCAD SHX TextT4 SET 5/8" CAPPED IRON ROD NO.8011 445073.026' 2012020.721' 16.65' SET 5/8" CAPPED IRON ROD NO.8011 445073.026' 2012020.721' 16.65' 445073.026' 2012020.721' 16.65' 2012020.721' 16.65' 16.65' T5 SET 5/8" CAPPED IRON ROD NO.8011 445039.055' 2012553.361' 13.35' SET 5/8" CAPPED IRON ROD NO.8011 445039.055' 2012553.361' 13.35' 445039.055' 2012553.361' 13.35' 2012553.361' 13.35' 13.35' T6 SET 5/8" CAPPED IRON ROD NO.8011 445076.335' 2013092.221' 13.78' SET 5/8" CAPPED IRON ROD NO.8011 445076.335' 2013092.221' 13.78' 445076.335' 2013092.221' 13.78' 2013092.221' 13.78' 13.78' T7 SET 5/8" CAPPED IRON ROD NO.8011 445028.885' 2013630.988' 14.82' SET 5/8" CAPPED IRON ROD NO.8011 445028.885' 2013630.988' 14.82' 445028.885' 2013630.988' 14.82' 2013630.988' 14.82' 14.82' T8 SET 5/8" CAPPED IRON ROD NO.8011 445064.568' 2014212.318' 16.73' SET 5/8" CAPPED IRON ROD NO.8011 445064.568' 2014212.318' 16.73' 445064.568' 2014212.318' 16.73' 2014212.318' 16.73' 16.73' T9 SET 5/8" CAPPED IRON ROD NO.8011 444771.275' 2014602.381' 12.93' SET 5/8" CAPPED IRON ROD NO.8011 444771.275' 2014602.381' 12.93' 444771.275' 2014602.381' 12.93' 2014602.381' 12.93' 12.93' T10 SET 5/8" CAPPED IRON ROD NO.8011 444335.714' 2014859.958' 12.93' SET 5/8" CAPPED IRON ROD NO.8011 444335.714' 2014859.958' 12.93' 444335.714' 2014859.958' 12.93' 2014859.958' 12.93' 12.93' T11 SET 5/8" CAPPED IRON ROD NO.8011 443962.857' 2015237.674' 12.87' SET 5/8" CAPPED IRON ROD NO.8011 443962.857' 2015237.674' 12.87' 443962.857' 2015237.674' 12.87' 2015237.674' 12.87' 12.87' T12 SET 5/8" CAPPED IRON ROD NO.8011 443606.859' 2015656.593' 13.40' SET 5/8" CAPPED IRON ROD NO.8011 443606.859' 2015656.593' 13.40' 443606.859' 2015656.593' 13.40' 2015656.593' 13.40' 13.40' T13 SET 5/8" CAPPED IRON ROD NO.8011 443271.408' 2016084.475' 13.73' SET 5/8" CAPPED IRON ROD NO.8011 443271.408' 2016084.475' 13.73' 443271.408' 2016084.475' 13.73' 2016084.475' 13.73' 13.73' T14 SET 5/8" CAPPED IRON ROD NO.8011 442984.928' 2016537.072' 18.73' SET 5/8" CAPPED IRON ROD NO.8011 442984.928' 2016537.072' 18.73' 442984.928' 2016537.072' 18.73' 2016537.072' 18.73' 18.73' T15 SET 5/8" CAPPED IRON ROD NO.8011 442635.590' 2016930.201' 15.77' SET 5/8" CAPPED IRON ROD NO.8011 442635.590' 2016930.201' 15.77' 442635.590' 2016930.201' 15.77' 2016930.201' 15.77' 15.77' T16 SET 5/8" CAPPED IRON ROD NO.8011 442340.921' 2017387.531' 13.38' SET 5/8" CAPPED IRON ROD NO.8011 442340.921' 2017387.531' 13.38' 442340.921' 2017387.531' 13.38' 2017387.531' 13.38' 13.38' T17 SET 5/8" CAPPED IRON ROD NO.8011 442034.294' 2017793.109' 13.80' SET 5/8" CAPPED IRON ROD NO.8011 442034.294' 2017793.109' 13.80' 442034.294' 2017793.109' 13.80' 2017793.109' 13.80' 13.80' T18 SET 5/8" CAPPED IRON ROD NO.8011 441664.284' 2018189.811' 17.06' SET 5/8" CAPPED IRON ROD NO.8011 441664.284' 2018189.811' 17.06' 441664.284' 2018189.811' 17.06' 2018189.811' 17.06' 17.06' T19 SET 5/8" CAPPED IRON ROD NO.8011 441111.723' 2018349.798' 15.88' SET 5/8" CAPPED IRON ROD NO.8011 441111.723' 2018349.798' 15.88' 441111.723' 2018349.798' 15.88' 2018349.798' 15.88' 15.88' T20 SET 5/8" CAPPED IRON ROD NO.8011 440641.327' 2018562.713' 15.86' SET 5/8" CAPPED IRON ROD NO.8011 440641.327' 2018562.713' 15.86' 440641.327' 2018562.713' 15.86' 2018562.713' 15.86' 15.86' T21 SET 5/8" CAPPED IRON ROD NO.8011 440107.684' 2018710.376' 16.42' SET 5/8" CAPPED IRON ROD NO.8011 440107.684' 2018710.376' 16.42' 440107.684' 2018710.376' 16.42' 2018710.376' 16.42' 16.42' T22 SET 5/8" CAPPED IRON ROD NO.8011 439700.099' 2019039.353' 15.87' SET 5/8" CAPPED IRON ROD NO.8011 439700.099' 2019039.353' 15.87' 439700.099' 2019039.353' 15.87' 2019039.353' 15.87' 15.87' T23 SET 5/8" CAPPED IRON ROD NO.8011 439213.798' 2019280.507' 15.22' SET 5/8" CAPPED IRON ROD NO.8011 439213.798' 2019280.507' 15.22' 439213.798' 2019280.507' 15.22' 2019280.507' 15.22' 15.22' T24 SET 5/8" CAPPED IRON ROD NO.8011 438700.221' 2019446.346' 15.30' SET 5/8" CAPPED IRON ROD NO.8011 438700.221' 2019446.346' 15.30' 438700.221' 2019446.346' 15.30' 2019446.346' 15.30' 15.30' T25 SET 5/8" CAPPED IRON ROD NO.8011 438183.763' 2019628.349' 15.80' SET 5/8" CAPPED IRON ROD NO.8011 438183.763' 2019628.349' 15.80' 438183.763' 2019628.349' 15.80' 2019628.349' 15.80' 15.80' T26 SET 5/8" CAPPED IRON ROD NO.8011 437710.226' 2019744.178' 16.00'SET 5/8" CAPPED IRON ROD NO.8011 437710.226' 2019744.178' 16.00' 437710.226' 2019744.178' 16.00'2019744.178' 16.00'16.00'

AutoCAD SHX TextS1 FOUND F.D.O.T. MONUMENT "59-03-B05G" 447948.132' 2011909.469' 17.16' FOUND F.D.O.T. MONUMENT "59-03-B05G" 447948.132' 2011909.469' 17.16' 447948.132' 2011909.469' 17.16' 2011909.469' 17.16' 17.16' S2 FOUND F.D.O.T. MONUMENT "59-03-B06G" 450446.823 ' 2011909.514' 18.27' FOUND F.D.O.T. MONUMENT "59-03-B06G" 450446.823 ' 2011909.514' 18.27' 450446.823 ' 2011909.514' 18.27' ' 2011909.514' 18.27' 2011909.514' 18.27' 18.27'

AutoCAD SHX TextMATCHLINE STA. - 42+00

CONTRACTOR SHALL MILL FULL WIDTH

OF EX. ROADWAY TO AN AVG. DEPTH

OF 1.5" TO ALLOW FOR TIE IN TRANSITION

STA. 0+32.88 - 0+82.88

2' TURNOUT (TYP)

0

1

2

3

4

5

BP STA. 0+00.00

PC STA. 3+30.02

12'

12'

INSTALL ±25 LF

OF SILT FENCE

INSTALL ±20 LF

OF SILT FENCE




STA. 0+32.88 - 0+82.88

2' TURNOUT (TYP)

0

1

2

3

4

5

BP STA. 0+00.00

PC STA. 3+30.02

12'

12'

INSTALL ±25 LF

OF SILT FENCE

INSTALL ±20 LF

OF SILT FENCE




STA. 0+32.88 - 0+82.88

2' TURNOUT (TYP)

0

1

2

3

4

5

BP STA. 0+00.00

PC STA. 3+30.02

12'

12'

INSTALL ±25 LF

OF SILT FENCE

INSTALL ±20 LF

OF SILT FENCE

2' TURNOUT (TYP)

6

7

8

9

10

PT STA. 8+81.93

12'

12'

----

----440659-1-54-01

PLAN VIEW10

EAST IVAN ROAD

ROADWAY PLANS



REVISIONS

SHEET

NO.

C:\Civil 3D 2018 Projects\Civil\Roadway\PLANRD01.dwg

----

N

1" = 40'








WAKULLA

N

1" = 40'

AutoCAD SHX TextT4

AutoCAD SHX TextTREE LINE


AutoCAD SHX Text5/8" CAPPED IRON ROD #6745

AutoCAD SHX Text4"X4" CONCRETE MONUMENT

AutoCAD SHX TextSIGN (ADOPT A ROAD)

AutoCAD SHX TextSIGN (NO LITTERING)

AutoCAD SHX TextSIGN (STOP AHEAD)

AutoCAD SHX TextSIGN (45 MPH)

AutoCAD SHX TextSTOP SIGN

AutoCAD SHX Text4"X4" CONCRETE MONUMENT #2919


AutoCAD SHX TextCRAWFORDVILLE HWY

AutoCAD SHX TextT4













AutoCAD SHX TextT4














AutoCAD SHX TextT5

AutoCAD SHX TextDIRT DRIVE

AutoCAD SHX Text12" IRON ROD


AutoCAD SHX Text4' WIRE FENCE

AutoCAD SHX TextE IVAN RD

AutoCAD SHX TextMATCHLINE STA. - 5+13.00



2' TURNOUT (TYP)

11

12

13

14

15

16

12'

12'

INSTALL ±75 LF

OF SILT FENCE

INSTALL ±75 LF

OF SILT FENCE

INSTALL ±75 LF

OF SILT FENCE

INSTALL ±75 LF

OF SILT FENCE

2' TURNOUT (TYP)

17

18

19

20

21

12'

12'

----

----440659-1-54-01

PLAN VIEW11

EAST IVAN ROAD

ROADWAY PLANS



REVISIONS

SHEET

NO.


----

N

1" = 40'

N

1" = 40'








WAKULLA

AutoCAD SHX TextINV.24"RCP=11.59'


AutoCAD SHX TextT6





AutoCAD SHX Text4' IRON FENCE WITH GATE

AutoCAD SHX TextGRAVEL DRIVE 4' IRON FENCE WITH GATE

AutoCAD SHX Text4' WIRE TO IRON FENCE





AutoCAD SHX Text4' WOOD FENCE WITH GATE


AutoCAD SHX Text4' WOOD/WIRE FENCE


AutoCAD SHX TextGRAVEL DRIVE

AutoCAD SHX TextT7


AutoCAD SHX TextSIGN (CURVE) 35 MPH







2' TURNOUT (TYP)

S 87° 45' 49" E

S

7

3

°

0

1

'

3

2

"

E

S

2

6

°

0

2

'

5

6

"

E

N

3

3

°

5

7

'

3

9

"

E

EAST IVAN ROAD

PI STA. = 27+43.20

DELTA = 10° 57' 53"

D = 18° 14' 49"

T = 30.14

L = 60.09

R = 314.00

PC STA. = 27+13.07

PT STA. = 27+73.16

EAST IVAN ROAD

PI STA. = 24+00.00

DELTA = 14° 44' 17"

D = 18° 14' 49"

T = 40.61

L = 80.77

R = 314.00

PC STA. = 23+59.39

PT STA. = 24+40.16

LONNIE RAKER LANE

PI STA. = 0+98.45

DELTA = 11° 15' 20"

D = 15° 04' 40"

T = 37.45

L = 74.65

R = 380.00

PC STA. = 0+61.01

PT STA. = 1+35.66

LONNIE RAKER LANE

PI STA. = 2+35.58

DELTA = 22° 36' 07"

D = 11° 27' 33"

T = 99.92

L = 197.24

R = 500.00

PC STA. = 1+35.66

PT STA. = 3+32.90

EAST IVAN ROAD RAB

PI STA. = 0+00.00

DELTA = 360° 00' 00"

D = 130° 13' 04"

T = 0.00

L = 276.46

R = 44.00

PC STA. = 0+00.00

PT STA. = 2+76.46

0

1

2

BP STA. 0+00.00

PC STA. 0+61.01

P

C

C

S

T

A

.

1

+

3

5

.

6

6

22

23

2

4

2

5

2

6

2

7

PI STA. 25+76.61

PC STA. 22+09.05

PC STA. 23+59.39

P

C

S

T

A

.

2

7

+

1

3

.

0

7

PT STA. 23+24.94

P

T

S

T

A

.

2

4

+

4

0

.1

6

P

T

S

T

A

.

2

7

+

7

3

.1

6

-

0

1

2

2

RAB STA. 0+00.00=

RAB STA. 2+76.46

0

+05.00

30.34 L

+90.00

50.00 L

+50.00

28.95 L

+55.00

42.00 L

+75.00

55.00 L

+90.00

57.00 R

+70.00

55.00 R

+00.00

45.00 R

+00.00

29.16 R

+00.00

65.00 R

+00.00

88.00 R

12'

12'

INSTALL ±75 LF

OF SILT FENCE

INSTALL ±75 LF

OF SILT FENCE

INSTALL ±20 LF

OF SILT FENCE

INSTALL ±20 LF

OF SILT FENCE

PROPOSED LIMEROCK

TURNOUT TO

PROPOSED ROW

----

----440659-1-54-01

PLAN VIEW12

EAST IVAN ROAD

ROADWAY PLANS



REVISIONS

SHEET

NO.


----

N1" = 40'








WAKULLA

SEE ROUNDABOUT DETAIL ON SHEET 7

FOR ADDITIONAL INFORMATION

1

2

'

1

2

'

1

6

'

R

4

4

'

1

2

'

1

7

'

(T

Y

P

)

1

2

'

1

2

'

1

2

'

STA 24+00.00 TO 25+16.61 RT

5' BASE DITCH @ -0.74%

STA 1+00.00 TO 1+50.00 LT

5' BASE DITCH @ -0.22%

STA 1+50.00 TO 2+40.00 LT

5' BASE DITCH @ 2.54%

STA 1+50.00 TO

2+40.00 RT

5' BASE DITCH

@ 2.54%

STA 1+00.00 TO

1+50.00 RT

5' BASE DITCH

@ -1.48%

CONSTRUCT 30 LF OF 18" CMP

W INV. = 16.13

E INV. = 15.98

CONSTRUCT 14 LF OF 18" CMP

INV. = 11.39

CONSTRUCT 11 LF

OF 18" CMP

INV. = 11.39

LIMIT OF CONSTRUCTION



1

7

'

(

T

Y

P

)

1

7

'(

T

Y

P

)

+

2

1

.6

1

+

8

7

.

6

1

+

7

7

.

0

0

LEGEND

SUPERELEVATION RATE & DIRECTION

EAST IVAN ROAD SUPERELEVATION

WESTERN APPROACH

STATION LEFT LANE RIGHT LANE

23+36.61

+0.01 -0.057

23+53.61

+0.02 -0.05

23+87.61

+0.02 -0.03

24+04.61

+0.01 -0.02

24+55.61

-0.02 -0.02

24+82.61

-0.02 -0.02

24+99.61

-0.02 -0.01

25+16.61

-0.016 -0.006


SOUTHEASTERN APPROACH


26+36.61

-0.013 +0.007

26+53.61

-0.02 0.00

27+21.61

-0.02 -0.04

27+65.61

-0.02 -0.04

LONNIE RAKER LANE SUPERELEVATION


0+60.00

+0.008 -0.014

0+77.00

0.00 -0.02

1+11.00

-0.02 -0.02

2+06.00

-0.02 -0.02

NOTE:

AutoCAD SHX TextT8

AutoCAD SHX TextINV.18"CMP=16.13'








AutoCAD SHX TextLONNIE RAKER LN

AutoCAD SHX TextM.E.S. INV.18"CMP=11.39'





AutoCAD SHX Text.02

AutoCAD SHX Text.02

AutoCAD SHX Text.02




AutoCAD SHX Text.01


AutoCAD SHX Text.02

AutoCAD SHX Text.00

AutoCAD SHX Text.01

AutoCAD SHX Text.02

AutoCAD SHX Text.03

AutoCAD SHX Text.04

AutoCAD SHX Text.02

AutoCAD SHX Text.05

AutoCAD SHX Text.04

AutoCAD SHX Text.01

AutoCAD SHX Text.02

AutoCAD SHX Text.02

AutoCAD SHX Text.02

AutoCAD SHX Text.01

AutoCAD SHX Text.02

AutoCAD SHX Text.00

AutoCAD SHX Text.01

AutoCAD SHX Text.02

AutoCAD SHX Text.00

AutoCAD SHX Text.01

AutoCAD SHX Text.02

AutoCAD SHX Text.02

AutoCAD SHX Text.03

AutoCAD SHX Text.02



AutoCAD SHX TextMATCHLINE STA. - 2+00.00 SEE SHEET 21

AutoCAD SHX Text.02

2' TURNOUT (TYP)

S

1

5

° 0

5

' 0

4

" E

EAST IVAN ROAD

PI STA. = 27+43.20

DELTA = 10° 57' 53"

D = 18° 14' 49"

T = 30.14

L = 60.09

R = 314.00

PC STA. = 27+13.07

PT STA. = 27+73.16

2

8

2

9

30

31

3

2

3

3

P

C

S

T

A

. 2

9

+

7

0

.0

7

P

T

S

T

A

. 2

7

+

7

3

.1

6

P

T

S

T

A

.

3

3

+

4

3

.

7

0

+75.00

47.00 R

+50.00

34.20 R

1

2

'

1

2

'

I

N

S

T

A

L

L

±

7

5

L

F

2' TURNOUT (TYP)

34

35

36

37

38

PC STA. 36+93.95

PT STA. 33+43.70

12'

12'

INSTA

LL ±7

5 LF

OF SI

LT FE

NCE

INSTA

LL ±7

5 LF

OF SI

LT FE

NCE

----

----440659-1-54-01

PLAN VIEW13

EAST IVAN ROAD

ROADWAY PLANS



REVISIONS

SHEET

NO.


----

N

1

"

=

4

0

'

N

1

"

=

4

0

'








WAKULLA


LEGEND



SOUTHEASTERN APPROACH


27+21.61

-0.02 -0.04

27+65.61

-0.02 -0.04

27+99.61

0.00 -0.04

28+16.61

+0.01 -0.046







AutoCAD SHX TextT10






AutoCAD SHX TextT9

AutoCAD SHX TextELECTRIC LINE MARKER



AutoCAD SHX Text.01

AutoCAD SHX Text.04

AutoCAD SHX Text.00

AutoCAD SHX Text.01

AutoCAD SHX Text.02

AutoCAD SHX TextT10











AutoCAD SHX Text4' WIRE FENCE WITH GATE

AutoCAD SHX TextT11

AutoCAD SHX TextSIGN (CURVE)





AutoCAD SHX Text.02

2' TURNOUT (TYP)

39 4041

4243

44

PT STA. 41+37.02

12'

12'

44

45

46

47

48

49

PC STA. 45+36.94

PT STA. 48+55.66

12'

12'

INSTALL ±75 LF

OF SILT FENCE

INSTALL ±75 LF

OF SILT FENCE

----

----440659-1-54-01

PLAN VIEW14

EAST IVAN ROAD

ROADWAY PLANS



REVISIONS

SHEET

NO.


----

N

1

"

=

4

0

'

N

1

"

=

4

0

'








WAKULLA










AutoCAD SHX TextT11



AutoCAD SHX TextT12

AutoCAD SHX TextT13

AutoCAD SHX Text24"RCP

AutoCAD SHX Text24"RCP





50

51

52

53

54

55

PC STA. 49+90.35

PC STA. 54+94.98

PT STA. 52+41.46

12'

12'

2' TURNOUT (TYP)

5657 58

59 60

PT STA. 57+41.28

12'

12'

----

----440659-1-54-01

PLAN VIEW15

EAST IVAN ROAD

ROADWAY PLANS



REVISIONS

SHEET

NO.


----

N

1

"

=

4

0

'

N

1

"

=

4

0

'








WAKULLA


AutoCAD SHX TextT14


AutoCAD SHX TextT13





AutoCAD SHX Text4'VINYL FENCE


AutoCAD SHX TextCONCRETE DRIVE WITH GATE


AutoCAD SHX Text4'VINYL FENCE

AutoCAD SHX TextT15






2' TURNOUT (TYP)

61

62

63

64

65

66

12'

12'

2' TURNOUT (TYP)

66

67

68

69

70

71

12'

12'

INSTALL ±

100 LF

OF S

ILT F

ENCE

----

----440659-1-54-01

PLAN VIEW16

EAST IVAN ROAD

ROADWAY PLANS



REVISIONS

SHEET

NO.


----

N

1

"

=

4

0

'

N

1

"

=

4

0

'








WAKULLA

AutoCAD SHX Text4' VINYL FENCE


AutoCAD SHX TextT16




AutoCAD SHX TextEMERALD ACRES DR

AutoCAD SHX Text4' WOOD/WIRE FENCE




AutoCAD SHX TextT17

AutoCAD SHX TextSTOP SIGN (BLUE)

AutoCAD SHX TextGRAVEL ROAD


AutoCAD SHX TextSIGN (BUS STOP AHEAD)






AutoCAD SHX TextKRISTIN LN





2' TURNOUT (TYP)

7

2

7

3

74

75

7

6

7

7

P

C

S

T

A

.

7

2

+

7

8

.5

5

P

T

S

T

A

.

7

7

+

3

6

.

6

2

CONTRACTOR SHALL CONSTRUCT CURVE

APRON PER NOTE 24 ON SHEET 4

12'

12'

2'

2' TURNOUT (TYP)

78

79

80

81

82

PT STA. 77+36.62

CONTRACTOR SHALL CO

NSTRUCT CURVE

APRON PER NOTE 24 ON

SHEET 4

12'

12'

INST

ALL ±

75 LF

OF S

ILT F

ENCE

INSTALL

±75 LF

OF SILT

FENCE

----

----440659-1-54-01

PLAN VIEW17

EAST IVAN ROAD

ROADWAY PLANS



REVISIONS

SHEET

NO.


----

N

1

"

=

4

0

'

N

1

"

=

4

0

'








WAKULLA



AutoCAD SHX TextHEDGE LINE

AutoCAD SHX TextCONCRETE DRIVE

AutoCAD SHX TextHEDGE LINE


AutoCAD SHX TextT18

AutoCAD SHX TextDIRT ROAD



AutoCAD SHX Text6"X6" CONCRETE MONUMENT SJPC

AutoCAD SHX Text58" CAPPED IRON ROD #6475






AutoCAD SHX TextSUE LN





AutoCAD SHX Text58" IRON ROD #6475

AutoCAD SHX TextT19






AutoCAD SHX Text6"X6" CONCRETE MONUMENT SJPC










2' TURNOUT (TYP)

83 84 85 86 87 88

12'

12'

2' TURNOUT (TYP)

5' TURNOUT

89

90

91

92

93

PC STA. 92+15.56

12'

12'

----

----440659-1-54-01

PLAN VIEW18

EAST IVAN ROAD

ROADWAY PLANS



REVISIONS

SHEET

NO.


----

N

1

"

=

4

0

'

N

1

"

=

4

0

'








WAKULLA




AutoCAD SHX Text58" IRON ROD #6475



AutoCAD SHX TextT20









AutoCAD SHX TextT21







AutoCAD SHX TextLOBLOLLY DR





2' TURNOUT (TYP)

9

4

9596

97

98 99

PC STA. 97+93.55

PT STA. 96+41.65

12'

12'

INST

ALL

±75

LF

OF S

ILT

FENC

E

INSTALL

±75 L

F

OF S

ILT F

ENCE

2' TURNOUT (TYP)

9

9

100

101

102

103 104

PC STA. 102+68.72

PT STA. 100+81.89

PT STA. 104+16.71

12'

12'

----

----440659-1-54-01

PLAN VIEW19

EAST IVAN ROAD

ROADWAY PLANS



REVISIONS

SHEET

NO.


----

N

1

"

=

4

0

'

N

1

"

=

4

0

'








WAKULLA


AutoCAD SHX TextT22










AutoCAD SHX TextSIGN (BLUE) (CIRCLE G RANCH DR)


AutoCAD SHX TextGLOVER LN




AutoCAD SHX TextT23






AutoCAD SHX TextSIGN (BLUE) (CIRCLE G RANCH DR)





2' TURNOUT (TYP)

105

106

107

108

109

110

12'

12'

2' TURNOUT (TYP)

110

111

112

113

114

115

12'

12'

----

----440659-1-54-01

PLAN VIEW20

EAST IVAN ROAD

ROADWAY PLANS



REVISIONS

SHEET

NO.


----

N

1

"

=

4

0

'

N

1

"

=

4

0

'








WAKULLA

AutoCAD SHX TextT24








AutoCAD SHX TextT25



AutoCAD SHX TextSIGN (BLUE) (SHAMROCK LN)

AutoCAD SHX TextDIRT ROAD



AutoCAD SHX TextSHAMROCK LN





CONTRACTOR SH

ALL MILL FULL W

IDTH

OF EX. ROADWA

Y TO AN AVG. D

EPTH

OF 1.5" TO ALLO

W FOR TIE IN

TRANSITION

STA. 117+84.28 -

118+34.28

2' TURNOUT (TYP)

115

116

117

118118

EP STA. 118+52.74

12'

12'

INST

ALL

±20

LF

OF S

ILT F

ENCE

INST

ALL

±20

LF

OF S

ILT

FENC

E

N

0

0

°

0

6

'

1

1

"

E

LONNIE RAKER LANE

PI STA. = 2+35.58

DELTA = 22° 36' 07"

D = 11° 27' 33"

T = 99.92

L = 197.24

R = 500.00

PC STA. = 1+35.66

PT STA. = 3+32.90

2

3

4

4

E

P

S

T

A

.

4

+

8

0

.6

3

P

T

S

T

A

.

3

+

3

2

.9

0

+40.00

39.00 L

+40.00

30.00 L

+40.00

30.00 R

+40.00

39.00 R

----

----440659-1-54-01

PLAN VIEW21

EAST IVAN ROAD

ROADWAY PLANS



REVISIONS

SHEET

NO.


----

N

1

"

=

4

0

'








WAKULLA

N 1" = 40'


LEGEND


LONNIE RAKER LANE SUPERELEVATION


1+11.00

-0.02 -0.02

2+06.00

-0.02 -0.02

2+23.00

-0.02 -0.03

2+40.00

-0.025 -0.037





AutoCAD SHX Text58" CAPPED IRON ROD # 6475


AutoCAD SHX TextSIGN (WAKULLA RD) w/ W1-7


AutoCAD SHX TextSTOP SIGN w/ BEACON


AutoCAD SHX TextWAKULLA ARRAN RD

AutoCAD SHX TextT26

AutoCAD SHX TextOM1-3

AutoCAD SHX TextOM1-3

AutoCAD SHX TextOM2-2V

AutoCAD SHX Text4' WOOD FENCE



AutoCAD SHX Text.02

AutoCAD SHX Text.03

AutoCAD SHX Text.02


AutoCAD SHX TextMATCHLINE STA. - 2+00.00 SEE SHEET 12

AutoCAD SHX Text.02

-1.48%2.54%

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

1 2 3 4 4

-

2

.0

0

%

1.00%

PI +60.00

EL. 16.17

PI +40.00

EL. 15.11

100' V.C.

K = 33

+05.00 EL. 15.27

+05.00 EL. 14.77

55.00

+

VPI

14.27

EL.

-

2

.0

0

0

%

+0.995%

2.00%

ROUNDABOUT

GRADE

BEGIN

GRADE

END

GRADE

-0.22%

2.54%

PI +00.00

EL. 11.50

PI +40.00

EL. 13.68

PI +50.00

EL. 11.39

DITCH LT

PI +00.00

EL. 12.13

DITCH RT

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

24 25 26 27 28 28

0.76%

-0.96%

PI +36.61

EL. 18.41

PI +16.61

EL. 17.69

80' V.C.

K = 47

+55.00 EL. 18.55

+35.00 EL. 18.47

95.00

+

VPI

18.85

EL.

+0.759%

-0.958%

-2.00%

0.10%

PI +36.61

EL. 16.10

PI +16.61

EL. 14.53

150' V.C.

K = 72

+45.00 EL. 15.93

+95.00 EL. 14.51

20.00

+

VPI

14.43

EL.

-

2

.0

0

0

%

+0.096%

2.00% ROUNDABOUT GRADE

BEGIN

GRADE

BEGIN GRADEEND GRADE

END

GRADE-0.74%

PI +00.00

EL. 15.98

PI +16.61

EL. 15.12

DITCH RT

----

----440659-1-54-01

PROFILE VIEW22

EAST IVAN ROAD

ROADWAY PLANS



REVISIONS

SHEET

NO.


----








WAKULLA

1" = 40' Horizontal

1" = 4' Vertical

1" = 40' Horizontal

1" = 4' Vertical

AutoCAD SHX TextEAST IVAN ROAD

AutoCAD SHX TextLONNIE RAKER LANE

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

0 1 2 2

-

2

.0

0

%

2

.0

0

%

-2.00%

PI +00.00

EL. 17.24

110' V.C.

K = 27

+31.26 EL. 16.62

+41.26 EL. 16.62

86.26

+

VPI

15.52

EL.

-

2

.0

0

0

%

+

2

.0

0

0

%

50' V.C.

K = 12

+99.49 EL. 17.78

+49.49 EL. 17.78

24.49

+

VPI

18.28

EL.

+

2

.0

0

0

% -

2

.0

0

0

%

END

GRADE

BEGIN

GRADE

----

----440659-1-54-01

PROFILE VIEW23

EAST IVAN ROAD

ROADWAY PLANS



REVISIONS

SHEET

NO.


----








WAKULLA

1" = 40' Horizontal

1" = 4' Vertical

AutoCAD SHX TextROUNDABOUT

A B C

D

ROAD

WORK

AHEAD

*

ONE LANE

ROAD

AHEAD

BE

PREPARED

TO STOP

Buffer

Space

See

Table 1

250' C B A

D

ROAD

WORK

AHEAD

ONE LANE

ROAD

AHEAD

BE

PREPARED

TO STOP

Tangent

Device Spacing (See Table 1)

Taper Length

50' to 100'

* May Be omitted if ROAD WORK AHEAD sign is installed upstream within the project limits.

TRAFFIC CONTROL PLAN

EAST IVAN ROAD

ROADWAY PLANS



REVISIONS

SHEET

NO.

C:\Civil 3D 2018 Projects\Civil\Roadway\TCPLRD01.dwg

----

24

----


WAKULLA 440659-1-54-01

----

----

----

Work Area

Channelizing Device (See Index 102-600)

Work Zone Sign

Flagger

Lane Identification + Direction Of Traffic

SYMBOLS:

TABLE 1

Posted

Speed

DEVICE SPACING

Distance Between Signs

Buffer

Space

Maximum Spacing of

Cones or Tubular

Markers

Maximum Spacing of

Type I or Type II

Barricades/

Panels/Drums

On a

Taper

On a

Tangent

On a

Taper

On a

Tangent

A B C D

25 20' 50' 20' 50' 200' 200' 200' 100' 155'

30 20' 50' 20' 50' 200' 200' 200' 100' 200'

35 20' 50' 20' 50' 200' 200' 200' 100' 250'

40 20' 50' 20' 50' 200' 200' 200' 100' 305'

45 20' 50' 20' 50' 200' 350' 350' 175' 360'

50 20' 50' 20' 100' 200' 500' 500' 250' 425'

55 20' 50' 20' 100' 200' 2640' 1500' 500 495'

60 20' 50' 20' 100' 200' 2640' 1500' 500' 570'

65 20' 50' 20' 100' 200' 2640' 1500' 500' 645'

70 20' 50' 20' 100' 200' 2640' 1500' 500' 730'

Work Area


Work Zone Sign

Flagger

Lane Identification + Direction Of Traffic

SYMBOLS:

ROAD

1 MILE

WORK

ROAD

1 MILE

WORK

ROAD WORK

END

ROAD WORK

END

SPEED

LIMIT

XX

SPEED

LIMIT

XX

SPEED

LIMIT

XX

SPEED

LIMIT

XX

SPEED

LIMIT

XX

SPEED

LIMIT

25

Required Only When Construction Zone

Speed Reduced Below Existing

Posted Speed Prior To Construction

When Other Construction Or Maintenance Operations

Occur Within 1 Mile, Sign(s) To Be Omitted And Signing

To Be Coordinated In Accordance With Index 102-600

Required Only When

(T) Exceeds 500'

Required Only When

(T) Exceeds 500'

White Reflectorized

Pavement Markings


Speed Reduced Below Existing


Double Yellow

Reflectorized

Pavement Markings


Speed Is Reduced Below Existing


Required Only

When Construction

Zone Speed

Reduced Below

Existing Posted

Speed Prior To

Construction500' Or

1

2

(T), Whichever Is Less

Detour Connection To Existing Pavement To

Be Constructed Under TCZ Plan Or Index

102-603. Same For Opposite Connection)

ROAD

CLOSED

ROAD

CLOSED

ROAD

WORK

ROAD

WORK

1500 FT

ROAD

WORK

ROAD

WORK

1500 FT

SPEEDING FINES

DOUBLED

PRESENT

WHEN WORKERS

SPEEDING FINES

DOUBLED

PRESENT

WHEN WORKERS

1000 FT

1000 FT

SYMBOLS

Lane Identification + Direction of Traffic

Work Zone Sign

Type III Barricade


Work Area

500' 1640' 1140' 500' 500' 500' 500'

R*: See SUPERELEVATION Index 102-600.

Work Area

500' 500'

500'1640'1140'500'500'500'500'

R

*

R

*

R

*

R

*

(T)

500'500'

Type I

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