rweng10 2017 template (3/19/2018 11:02:10 am) 2020 25 east ivan rd plans.pdf · pensacolafort...
TRANSCRIPT
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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
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440659-1-54-01----
JUSTIN HANSEN FORD , P.E.
P.E. LICENSE NUMBER 74746
DEWBERRY ENGINEERS INC.
20684 CENTRAL AVE. E
BLOUNTSTOWN , FL 32424
CERTIFICATE OF AUTHORIZATION 00008794
WAKULLA
INDEX OF SIGNING AND PAVEMENT MARKINGS
SHEET NO. SHEET DESCRIPTION
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
CERTIFICATE OF AUTHORIZATION 8794
JUSTIN H. FORD, P.E. NO. 74746
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
-
SUMMARY OF QUANTITIES
EAST IVAN ROAD
ROADWAY PLANS
ROAD NO. COUNTY FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
C:\Civil 3D 2018 Projects\Civil\Roadway\SUMQRD01.dwg
----
3
----
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004‚ F.A.C.
WAKULLA 440659-1-54-01----
JUSTIN HANSEN FORD , P.E.
P.E. LICENSE NUMBER 74746
DEWBERRY ENGINEERS INC.
20684 CENTRAL AVE. E
BLOUNTSTOWN , FL 32424
CERTIFICATE OF AUTHORIZATION 00008794
-
PROJECT NOTES
EAST IVAN ROAD
ROADWAY PLANS
ROAD NO. COUNTY FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
C:\Civil 3D 2018 Projects\Civil\Roadway\GNNTRD01.dwg
----
4
----
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004‚ F.A.C.
WAKULLA 440659-1-54-01----
JUSTIN HANSEN FORD , P.E.
P.E. LICENSE NUMBER 74746
DEWBERRY ENGINEERS INC.
20684 CENTRAL AVE. E
BLOUNTSTOWN , FL 32424
CERTIFICATE OF AUTHORIZATION 00008794
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
DESIGN SPEED - 50 MPH
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"
LIMITS OF CONSTRUCTION
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
DESIGN SPEED - 40 MPH
POSTED SPEED - 35 MPH (ADVISORY)
CLEAR ZONE - 10'
ADT = 4810 (YEAR 2040)
NOTES:
1. ALL FINAL SURFACE ASPHALT SHALL BE
PLACED WITH THE USE OF A MATERIAL
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
1.25" SP 9.5 FRICTION COURSE (TRAFFIC B) (PG 76-22)
0.75" SP 9.5 STRUCTURAL COURSE (TRAFFIC B) (PG 76-22)
NEW CONSTRUCTION - WIDENING
1.5" SP 9.5 FRICTION COURSE (TRAFFIC B) (PG 76-22)
1.5" SP 9.5 STRUCTURAL COURSE (TRAFFIC B) (PG 76-22)
OPTIONAL BASE GROUP 6
EXISTING ROADWAY
SEED & MULCH
SEED & MULCH
TYPICAL SECTION
EAST IVAN ROAD
ROADWAY PLANS
ROAD NO. COUNTY FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
C:\Civil 3D 2018 Projects\Civil\Roadway\TYPSRD01.dwg
----
5
----
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004‚ F.A.C.
WAKULLA 440659-1-54-01----
JUSTIN HANSEN FORD , P.E.
P.E. LICENSE NUMBER 74746
DEWBERRY ENGINEERS INC.
20684 CENTRAL AVE. E
BLOUNTSTOWN , FL 32424
CERTIFICATE OF AUTHORIZATION 00008794
-
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
1.5" SP 9.5 FRICTION COURSE (TRAFFIC B) (PG 76-22)
1.5" SP 9.5 STRUCTURAL COURSE (TRAFFIC B) (PG 76-22)
OPTIONAL BASE GROUP 6
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
DESIGN SPEED - 15 MPH
POSTED SPEED - N/A
CLEAR ZONE - 10'
ADT = 4810 (YEAR 2040)
NOTES:
1. ALL FINAL SURFACE ASPHALT SHALL BE
PLACED WITH THE USE OF A MATERIAL
TRANSFER VEHICLE.
LIMITS OF CONSTRUCTION
SEED & MULCH
SEED & MULCH
0.02
ROW VARIES
℄ CONSTRUCTION
R/W LINE
VARIES
0' TO 22'-8"
LIMITS OF CONSTRUCTION
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
1.5" SP 9.5 FRICTION COURSE (TRAFFIC B) (PG 76-22)
1.5" SP 9.5 STRUCTURAL COURSE (TRAFFIC B) (PG 76-22)
OPTIONAL BASE GROUP 6
PROPOSED ROADWAY VARIES
TRAFFIC DATA
0.02
VARIES
4' TO 20'-5"
TYPE I CONC.
TRAFFIC SEPARATOR
VARIES
0' TO 19'-5"
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
12" TYPE B STABILIZATION
LBR 40
OPTIONAL BASE
GROUP 6
STA. 23+36.61 - 28+16.61
DESIGN SPEED - 40 MPH
POSTED SPEED - 35 MPH (ADVISORY)
CLEAR ZONE - 10'
ADT = 4810 (YEAR 2040)
NOTES:
1. ALL FINAL SURFACE ASPHALT SHALL BE
PLACED WITH THE USE OF A MATERIAL
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
ROAD NO. COUNTY FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
C:\Civil 3D 2018 Projects\Civil\Roadway\TYPSRD01.dwg
----
6
----
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004‚ F.A.C.
WAKULLA 440659-1-54-01----
JUSTIN HANSEN FORD , P.E.
P.E. LICENSE NUMBER 74746
DEWBERRY ENGINEERS INC.
20684 CENTRAL AVE. E
BLOUNTSTOWN , FL 32424
CERTIFICATE OF AUTHORIZATION 00008794
-
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
STEALTH 120 SOLAR LIGHT
WITH 25' TALL ANCHOR
BASE LIGHT POLE
STEALTH 120 SOLAR LIGHT
WITH 25' TALL ANCHOR
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
ROAD NO. COUNTY FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
C:\Civil 3D 2018 Projects\Civil\Roadway\DETSRD01.dwg
----
7
----
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004‚ F.A.C.
WAKULLA 440659-1-54-01----
JUSTIN HANSEN FORD , P.E.
P.E. LICENSE NUMBER 74746
DEWBERRY ENGINEERS INC.
20684 CENTRAL AVE. E
BLOUNTSTOWN , FL 32424
CERTIFICATE OF AUTHORIZATION 00008794
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.013
AutoCAD SHX Text.008
AutoCAD SHX Text.02
AutoCAD SHX Text.02
AutoCAD SHX Text.02
AutoCAD SHX Text.007
AutoCAD SHX Text.016
AutoCAD SHX Text.014
AutoCAD SHX Text.01
AutoCAD SHX Text.057
AutoCAD SHX Text.00
AutoCAD SHX Text.01
AutoCAD SHX Text.02
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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
OPTIONAL BASE GROUP 1
(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
OPTIONAL BASE GROUP 6
(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
ROAD NO. COUNTY FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
C:\Civil 3D 2018 Projects\Civil\Roadway\TYPSRD01.dwg
----
8
----
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004‚ F.A.C.
WAKULLA 440659-1-54-01----
JUSTIN HANSEN FORD , P.E.
P.E. LICENSE NUMBER 74746
DEWBERRY ENGINEERS INC.
20684 CENTRAL AVE. E
BLOUNTSTOWN , FL 32424
CERTIFICATE OF AUTHORIZATION 00008794
-
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
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6
P
C
S
T
A
.
4
9
+
9
0
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5
P
T
S
T
A
.
5
2
+
4
1
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6
P
C
S
T
A
.
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4
+
9
4
.9
8
P
T
S
T
A
.
5
7
+
4
1
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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
ROAD NO. COUNTY FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
C:\Civil 3D 2018 Projects\Civil\Roadway\PLAYRD01.dwg
----
N
1" = 500'
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004‚ F.A.C.
JUSTIN HANSEN FORD , P.E.
P.E. LICENSE NUMBER 74746
DEWBERRY ENGINEERS INC.
20684 CENTRAL AVE. E
BLOUNTSTOWN , FL 32424
CERTIFICATE OF AUTHORIZATION 00008794
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
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
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
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
ROAD NO. COUNTY FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
C:\Civil 3D 2018 Projects\Civil\Roadway\PLANRD01.dwg
----
N
1" = 40'
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004‚ F.A.C.
JUSTIN HANSEN FORD , P.E.
P.E. LICENSE NUMBER 74746
DEWBERRY ENGINEERS INC.
20684 CENTRAL AVE. E
BLOUNTSTOWN , FL 32424
CERTIFICATE OF AUTHORIZATION 00008794
WAKULLA
N
1" = 40'
AutoCAD SHX TextT4
AutoCAD SHX TextTREE LINE
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 TextSTOP SIGN
AutoCAD SHX TextCRAWFORDVILLE HWY
AutoCAD SHX TextT4
AutoCAD SHX TextTREE LINE
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 TextSTOP SIGN
AutoCAD SHX TextCRAWFORDVILLE HWY
AutoCAD SHX TextT4
AutoCAD SHX TextTREE LINE
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 TextSTOP SIGN
AutoCAD SHX TextCRAWFORDVILLE HWY
AutoCAD SHX TextTREE LINE
AutoCAD SHX TextT5
AutoCAD SHX TextDIRT DRIVE
AutoCAD SHX Text12" IRON ROD
AutoCAD SHX TextDIRT DRIVE
AutoCAD SHX Text4' WIRE FENCE
AutoCAD SHX TextE IVAN RD
AutoCAD SHX TextMATCHLINE STA. - 5+13.00
AutoCAD SHX TextMATCHLINE STA. - 10+54.00
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
ROAD NO. COUNTY FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
C:\Civil 3D 2018 Projects\Civil\Roadway\PLANRD01.dwg
----
N
1" = 40'
N
1" = 40'
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004‚ F.A.C.
JUSTIN HANSEN FORD , P.E.
P.E. LICENSE NUMBER 74746
DEWBERRY ENGINEERS INC.
20684 CENTRAL AVE. E
BLOUNTSTOWN , FL 32424
CERTIFICATE OF AUTHORIZATION 00008794
WAKULLA
AutoCAD SHX TextINV.24"RCP=11.59'
AutoCAD SHX TextINV.24"RCP=11.06'
AutoCAD SHX TextT6
AutoCAD SHX TextTREE LINE
AutoCAD SHX TextTREE LINE
AutoCAD SHX TextINV.18"RCP=11.43'
AutoCAD SHX TextINV.18"RCP=11.43'
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' WIRE FENCE
AutoCAD SHX Text4"X4" CONCRETE MONUMENT #3562
AutoCAD SHX TextDIRT DRIVE
AutoCAD SHX Text4"X4" CONCRETE MONUMENT #1254
AutoCAD SHX Text4' WOOD FENCE WITH GATE
AutoCAD SHX TextTREE LINE
AutoCAD SHX Text4' WOOD/WIRE FENCE
AutoCAD SHX Text4"X4" CONCRETE MONUMENT #1254
AutoCAD SHX TextGRAVEL DRIVE
AutoCAD SHX TextT7
AutoCAD SHX TextINV.18"RCP=11.43'
AutoCAD SHX TextSIGN (CURVE) 35 MPH
AutoCAD SHX TextSIGN (45 MPH)
AutoCAD SHX TextE IVAN RD
AutoCAD SHX TextMATCHLINE STA. - 16+16.00
AutoCAD SHX TextMATCHLINE STA. - 10+54.00
AutoCAD SHX TextMATCHLINE STA. - 16+16.00
AutoCAD SHX TextMATCHLINE STA. - 21+69.00
-
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
ROAD NO. COUNTY FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
C:\Civil 3D 2018 Projects\Civil\Roadway\PLANRD01.dwg
----
N1" = 40'
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004‚ F.A.C.
JUSTIN HANSEN FORD , P.E.
P.E. LICENSE NUMBER 74746
DEWBERRY ENGINEERS INC.
20684 CENTRAL AVE. E
BLOUNTSTOWN , FL 32424
CERTIFICATE OF AUTHORIZATION 00008794
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
LIMIT OF CONSTRUCTION
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
EAST IVAN ROAD SUPERELEVATION
SOUTHEASTERN APPROACH
STATION LEFT LANE RIGHT LANE
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
STATION LEFT LANE RIGHT LANE
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 TextDIRT DRIVE
AutoCAD SHX TextGRAVEL DRIVE
AutoCAD SHX TextGRAVEL DRIVE
AutoCAD SHX TextTREE LINE
AutoCAD SHX TextTREE LINE
AutoCAD SHX TextINV.18"CMP=15.98'
AutoCAD SHX TextSTOP SIGN
AutoCAD SHX TextLONNIE RAKER LN
AutoCAD SHX TextM.E.S. INV.18"CMP=11.39'
AutoCAD SHX TextM.E.S. INV.18"CMP=11.39'
AutoCAD SHX Text.006
AutoCAD SHX Text.013
AutoCAD SHX Text.008
AutoCAD SHX Text.02
AutoCAD SHX Text.02
AutoCAD SHX Text.02
AutoCAD SHX Text.007
AutoCAD SHX Text.016
AutoCAD SHX Text.014
AutoCAD SHX Text.01
AutoCAD SHX Text.057
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. - 21+69.00
AutoCAD SHX TextMATCHLINE STA. - 27+58.00
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
ROAD NO. COUNTY FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
C:\Civil 3D 2018 Projects\Civil\Roadway\PLANRD01.dwg
----
N
1
"
=
4
0
'
N
1
"
=
4
0
'
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004‚ F.A.C.
JUSTIN HANSEN FORD , P.E.
P.E. LICENSE NUMBER 74746
DEWBERRY ENGINEERS INC.
20684 CENTRAL AVE. E
BLOUNTSTOWN , FL 32424
CERTIFICATE OF AUTHORIZATION 00008794
WAKULLA
LIMIT OF CONSTRUCTION
LEGEND
SUPERELEVATION RATE & DIRECTION
EAST IVAN ROAD SUPERELEVATION
SOUTHEASTERN APPROACH
STATION LEFT LANE RIGHT LANE
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 TextTREE LINE
AutoCAD SHX Text4"X4" CONCRETE MONUMENT #4261
AutoCAD SHX TextINV.12"CMP=12.20'
AutoCAD SHX TextGRAVEL DRIVE
AutoCAD SHX TextINV.12"CMP=12.45'
AutoCAD SHX Text4' WIRE FENCE
AutoCAD SHX TextT10
AutoCAD SHX Text4"X4" CONCRETE MONUMENT #2919
AutoCAD SHX TextINV.12"CMP=11.76'
AutoCAD SHX TextGRAVEL DRIVE
AutoCAD SHX TextINV.12"CMP=11.87'
AutoCAD SHX TextTREE LINE
AutoCAD SHX TextT9
AutoCAD SHX TextELECTRIC LINE MARKER
AutoCAD SHX TextE IVAN RD
AutoCAD SHX Text.046
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"X4" CONCRETE MONUMENT #2919
AutoCAD SHX TextINV.24"RCP=9.02'
AutoCAD SHX TextM.E.S. INV.12"CMP=11.87'
AutoCAD SHX TextGRAVEL DRIVE
AutoCAD SHX TextM.E.S. INV.12"CMP=11.90'
AutoCAD SHX TextINV.24"RCP=10.83'
AutoCAD SHX TextINV.12"CMP=11.76'
AutoCAD SHX TextGRAVEL DRIVE
AutoCAD SHX TextINV.12"CMP=11.87'
AutoCAD SHX TextGRAVEL DRIVE
AutoCAD SHX Text4' WIRE FENCE WITH GATE
AutoCAD SHX TextT11
AutoCAD SHX TextSIGN (CURVE)
AutoCAD SHX TextMATCHLINE STA. - 33+14.00
AutoCAD SHX TextMATCHLINE STA. - 38+49.00
AutoCAD SHX TextMATCHLINE STA. - 27+58.00
AutoCAD SHX TextMATCHLINE STA. - 33+14.00
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
ROAD NO. COUNTY FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
C:\Civil 3D 2018 Projects\Civil\Roadway\PLANRD01.dwg
----
N
1
"
=
4
0
'
N
1
"
=
4
0
'
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004‚ F.A.C.
JUSTIN HANSEN FORD , P.E.
P.E. LICENSE NUMBER 74746
DEWBERRY ENGINEERS INC.
20684 CENTRAL AVE. E
BLOUNTSTOWN , FL 32424
CERTIFICATE OF AUTHORIZATION 00008794
WAKULLA
AutoCAD SHX Text4"X4" CONCRETE MONUMENT #2919
AutoCAD SHX TextTREE LINE
AutoCAD SHX TextM.E.S. INV.12"CMP=12.75'
AutoCAD SHX TextM.E.S. INV.12"CMP=12.75'
AutoCAD SHX TextDIRT DRIVE
AutoCAD SHX Text4' WIRE FENCE
AutoCAD SHX TextDIRT DRIVE
AutoCAD SHX Text58" IRON ROD
AutoCAD SHX Text4' WIRE FENCE
AutoCAD SHX TextT11
AutoCAD SHX TextE IVAN RD
AutoCAD SHX TextTREE LINE
AutoCAD SHX TextT12
AutoCAD SHX TextT13
AutoCAD SHX Text24"RCP
AutoCAD SHX Text24"RCP
AutoCAD SHX TextMATCHLINE STA. - 38+49.00
AutoCAD SHX TextMATCHLINE STA. - 44+04.00
AutoCAD SHX TextMATCHLINE STA. - 44+04.00
AutoCAD SHX TextMATCHLINE STA. - 49+48.00
-
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
ROAD NO. COUNTY FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
C:\Civil 3D 2018 Projects\Civil\Roadway\PLANRD01.dwg
----
N
1
"
=
4
0
'
N
1
"
=
4
0
'
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004‚ F.A.C.
JUSTIN HANSEN FORD , P.E.
P.E. LICENSE NUMBER 74746
DEWBERRY ENGINEERS INC.
20684 CENTRAL AVE. E
BLOUNTSTOWN , FL 32424
CERTIFICATE OF AUTHORIZATION 00008794
WAKULLA
AutoCAD SHX TextTREE LINE
AutoCAD SHX TextT14
AutoCAD SHX TextTREE LINE
AutoCAD SHX TextT13
AutoCAD SHX TextINV.12"CMP=18.37'
AutoCAD SHX TextGRAVEL DRIVE
AutoCAD SHX TextINV.12"CMP=18.38'
AutoCAD SHX Text4"X4" CONCRETE MONUMENT #2919
AutoCAD SHX Text4'VINYL FENCE
AutoCAD SHX TextM.E.S. INV.15"CMP=17.66'
AutoCAD SHX TextCONCRETE DRIVE WITH GATE
AutoCAD SHX TextM.E.S. INV.15"CMP=17.39'
AutoCAD SHX Text4'VINYL FENCE
AutoCAD SHX TextT15
AutoCAD SHX TextE IVAN RD
AutoCAD SHX TextMATCHLINE STA. - 49+48.00
AutoCAD SHX TextMATCHLINE STA. - 55+04.00
AutoCAD SHX TextMATCHLINE STA. - 55+04.00
AutoCAD SHX TextMATCHLINE STA. - 60+53.00
-
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
ROAD NO. COUNTY FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
C:\Civil 3D 2018 Projects\Civil\Roadway\PLANRD01.dwg
----
N
1
"
=
4
0
'
N
1
"
=
4
0
'
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004‚ F.A.C.
JUSTIN HANSEN FORD , P.E.
P.E. LICENSE NUMBER 74746
DEWBERRY ENGINEERS INC.
20684 CENTRAL AVE. E
BLOUNTSTOWN , FL 32424
CERTIFICATE OF AUTHORIZATION 00008794
WAKULLA
AutoCAD SHX Text4' VINYL FENCE
AutoCAD SHX TextSTOP SIGN
AutoCAD SHX TextT16
AutoCAD SHX TextDIRT DRIVE
AutoCAD SHX Text4"X4" CONCRETE MONUMENT
AutoCAD SHX TextTREE LINE
AutoCAD SHX TextEMERALD ACRES DR
AutoCAD SHX Text4' WOOD/WIRE FENCE
AutoCAD SHX TextGRAVEL DRIVE
AutoCAD SHX Text4' WIRE FENCE
AutoCAD SHX TextTREE LINE
AutoCAD SHX TextT17
AutoCAD SHX TextSTOP SIGN (BLUE)
AutoCAD SHX TextGRAVEL ROAD
AutoCAD SHX Text4"X4" CONCRETE MONUMENT
AutoCAD SHX TextSIGN (BUS STOP AHEAD)
AutoCAD SHX Text4"X4" CONCRETE MONUMENT
AutoCAD SHX TextSIGN (CURVE)
AutoCAD SHX TextDIRT DRIVE
AutoCAD SHX Text4' WIRE FENCE
AutoCAD SHX TextE IVAN RD
AutoCAD SHX TextKRISTIN LN
AutoCAD SHX TextMATCHLINE STA. - 66+01.00
AutoCAD SHX TextMATCHLINE STA. - 60+53.00
AutoCAD SHX TextMATCHLINE STA. - 66+01.00
AutoCAD SHX TextMATCHLINE STA. - 71+55.00
-
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
ROAD NO. COUNTY FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
C:\Civil 3D 2018 Projects\Civil\Roadway\PLANRD01.dwg
----
N
1
"
=
4
0
'
N
1
"
=
4
0
'
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004‚ F.A.C.
JUSTIN HANSEN FORD , P.E.
P.E. LICENSE NUMBER 74746
DEWBERRY ENGINEERS INC.
20684 CENTRAL AVE. E
BLOUNTSTOWN , FL 32424
CERTIFICATE OF AUTHORIZATION 00008794
WAKULLA
AutoCAD SHX TextGRAVEL ROAD
AutoCAD SHX Text4"X4" CONCRETE MONUMENT #2919
AutoCAD SHX TextHEDGE LINE
AutoCAD SHX TextCONCRETE DRIVE
AutoCAD SHX TextHEDGE LINE
AutoCAD SHX Text4"X4" CONCRETE MONUMENT
AutoCAD SHX TextT18
AutoCAD SHX TextDIRT ROAD
AutoCAD SHX Text58" IRON ROD
AutoCAD SHX TextDIRT DRIVE
AutoCAD SHX Text6"X6" CONCRETE MONUMENT SJPC
AutoCAD SHX Text58" CAPPED IRON ROD #6475
AutoCAD SHX TextINV.12"CMP=14.32'
AutoCAD SHX TextDIRT DRIVE
AutoCAD SHX TextINV.12"CMP=14.51'
AutoCAD SHX Text4' WIRE FENCE
AutoCAD SHX TextTREE LINE
AutoCAD SHX TextSUE LN
AutoCAD SHX TextSTOP SIGN (BLUE)
AutoCAD SHX TextDIRT DRIVE
AutoCAD SHX TextTREE LINE
AutoCAD SHX TextINV.18"RCP=12.41'
AutoCAD SHX Text58" IRON ROD #6475
AutoCAD SHX TextT19
AutoCAD SHX TextCONCRETE DRIVE
AutoCAD SHX TextINV.18"RCP=13.25'
AutoCAD SHX Text58" IRON ROD
AutoCAD SHX TextCONCRETE DRIVE
AutoCAD SHX TextCONCRETE DRIVE
AutoCAD SHX Text6"X6" CONCRETE MONUMENT SJPC
AutoCAD SHX Text58" CAPPED IRON ROD #6475
AutoCAD SHX TextDIRT DRIVE
AutoCAD SHX TextINV.12"CMP=14.51'
AutoCAD SHX TextE IVAN RD
AutoCAD SHX TextSIGN (CURVE)
AutoCAD SHX TextMATCHLINE STA. - 71+55.00
AutoCAD SHX TextMATCHLINE STA. - 77+07.00
AutoCAD SHX TextMATCHLINE STA. - 77+07.00
AutoCAD SHX TextMATCHLINE STA. - 82+51.00
-
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
ROAD NO. COUNTY FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
C:\Civil 3D 2018 Projects\Civil\Roadway\PLANRD01.dwg
----
N
1
"
=
4
0
'
N
1
"
=
4
0
'
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004‚ F.A.C.
JUSTIN HANSEN FORD , P.E.
P.E. LICENSE NUMBER 74746
DEWBERRY ENGINEERS INC.
20684 CENTRAL AVE. E
BLOUNTSTOWN , FL 32424
CERTIFICATE OF AUTHORIZATION 00008794
WAKULLA
AutoCAD SHX Text58" IRON ROD
AutoCAD SHX TextDIRT DRIVE
AutoCAD SHX Text4' WIRE FENCE
AutoCAD SHX Text58" IRON ROD #6475
AutoCAD SHX TextCONCRETE DRIVE
AutoCAD SHX Text4' WIRE FENCE
AutoCAD SHX TextT20
AutoCAD SHX Text58" CAPPED IRON ROD #6475
AutoCAD SHX Text58" CAPPED IRON ROD #6475
AutoCAD SHX TextCONCRETE DRIVE
AutoCAD SHX TextSIGN (CURVE)
AutoCAD SHX TextTREE LINE
AutoCAD SHX Text58" CAPPED IRON ROD #6475
AutoCAD SHX TextGRAVEL DRIVE
AutoCAD SHX Text58" IRON ROD
AutoCAD SHX TextT21
AutoCAD SHX TextCONCRETE DRIVE
AutoCAD SHX Text58" CAPPED IRON ROD #6475
AutoCAD SHX TextSIGN (CURVE)
AutoCAD SHX Text58" CAPPED IRON ROD #6475
AutoCAD SHX TextSTOP SIGN
AutoCAD SHX TextE IVAN RD
AutoCAD SHX TextLOBLOLLY DR
AutoCAD SHX TextMATCHLINE STA. - 82+51.00
AutoCAD SHX TextMATCHLINE STA. - 88+03.00
AutoCAD SHX TextMATCHLINE STA. - 88+03.00
AutoCAD SHX TextMATCHLINE STA. - 93+48.00
-
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
ROAD NO. COUNTY FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
C:\Civil 3D 2018 Projects\Civil\Roadway\PLANRD01.dwg
----
N
1
"
=
4
0
'
N
1
"
=
4
0
'
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004‚ F.A.C.
JUSTIN HANSEN FORD , P.E.
P.E. LICENSE NUMBER 74746
DEWBERRY ENGINEERS INC.
20684 CENTRAL AVE. E
BLOUNTSTOWN , FL 32424
CERTIFICATE OF AUTHORIZATION 00008794
WAKULLA
AutoCAD SHX TextINV.24"RCP=12.67'
AutoCAD SHX TextT22
AutoCAD SHX TextGRAVEL ROAD
AutoCAD SHX TextM.E.S. INV.12"CMP=14.09'
AutoCAD SHX TextCONCRETE DRIVE
AutoCAD SHX TextM.E.S. INV.12"CMP=13.51'
AutoCAD SHX TextINV.24"RCP=11.92'
AutoCAD SHX TextCONCRETE DRIVE
AutoCAD SHX TextCONCRETE DRIVE
AutoCAD SHX Text4' WIRE FENCE
AutoCAD SHX TextTREE LINE
AutoCAD SHX TextSIGN (BLUE) (CIRCLE G RANCH DR)
AutoCAD SHX TextGRAVEL DRIVE
AutoCAD SHX TextGLOVER LN
AutoCAD SHX TextSTOP SIGN (BLUE)
AutoCAD SHX Text4' WIRE FENCE
AutoCAD SHX Text58" IRON ROD
AutoCAD SHX TextT23
AutoCAD SHX Text58" IRON ROD
AutoCAD SHX Text4' WIRE FENCE
AutoCAD SHX TextGRAVEL DRIVE
AutoCAD SHX Text4' WIRE FENCE
AutoCAD SHX TextTREE LINE
AutoCAD SHX TextSIGN (BLUE) (CIRCLE G RANCH DR)
AutoCAD SHX TextMATCHLINE STA. - 93+48.00
AutoCAD SHX TextMATCHLINE STA. - 98+98.00
AutoCAD SHX TextMATCHLINE STA. - 98+98.00
AutoCAD SHX TextMATCHLINE STA. - 104+57.00
-
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
ROAD NO. COUNTY FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
C:\Civil 3D 2018 Projects\Civil\Roadway\PLANRD01.dwg
----
N
1
"
=
4
0
'
N
1
"
=
4
0
'
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004‚ F.A.C.
JUSTIN HANSEN FORD , P.E.
P.E. LICENSE NUMBER 74746
DEWBERRY ENGINEERS INC.
20684 CENTRAL AVE. E
BLOUNTSTOWN , FL 32424
CERTIFICATE OF AUTHORIZATION 00008794
WAKULLA
AutoCAD SHX TextT24
AutoCAD SHX TextSIGN (STOP AHEAD)
AutoCAD SHX TextM.E.S. INV.12"CMP=13.82'
AutoCAD SHX TextDIRT DRIVE
AutoCAD SHX TextM.E.S. INV.12"CMP=13.68'
AutoCAD SHX TextE IVAN RD
AutoCAD SHX Text4' WIRE FENCE
AutoCAD SHX Text58" CAPPED IRON ROD #6475
AutoCAD SHX TextT25
AutoCAD SHX TextSIGN (ADOPT A ROAD)
AutoCAD SHX TextDIRT DRIVE
AutoCAD SHX TextSIGN (BLUE) (SHAMROCK LN)
AutoCAD SHX TextDIRT ROAD
AutoCAD SHX Text4' WIRE FENCE
AutoCAD SHX TextE IVAN RD
AutoCAD SHX TextSHAMROCK LN
AutoCAD SHX TextMATCHLINE STA. - 104+57.00
AutoCAD SHX TextMATCHLINE STA. - 110+01.00
AutoCAD SHX TextMATCHLINE STA. - 110+01.00
AutoCAD SHX TextMATCHLINE STA. - 115+02.00
-
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
ROAD NO. COUNTY FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
C:\Civil 3D 2018 Projects\Civil\Roadway\PLANRD01.dwg
----
N
1
"
=
4
0
'
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004‚ F.A.C.
JUSTIN HANSEN FORD , P.E.
P.E. LICENSE NUMBER 74746
DEWBERRY ENGINEERS INC.
20684 CENTRAL AVE. E
BLOUNTSTOWN , FL 32424
CERTIFICATE OF AUTHORIZATION 00008794
WAKULLA
N 1" = 40'
LIMIT OF CONSTRUCTION
LEGEND
SUPERELEVATION RATE & DIRECTION
LONNIE RAKER LANE SUPERELEVATION
STATION LEFT LANE RIGHT LANE
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 TextSIGN (ADOPT A ROAD)
AutoCAD SHX TextSIGN (45 MPH)
AutoCAD SHX TextSIGN (NO LITTERING)
AutoCAD SHX Text58" IRON ROD
AutoCAD SHX Text58" CAPPED IRON ROD # 6475
AutoCAD SHX Text4' WIRE FENCE
AutoCAD SHX TextSIGN (WAKULLA RD) w/ W1-7
AutoCAD SHX Text4' WIRE FENCE
AutoCAD SHX TextSTOP SIGN w/ BEACON
AutoCAD SHX TextDIRT DRIVE
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.037
AutoCAD SHX Text.025
AutoCAD SHX Text.02
AutoCAD SHX Text.03
AutoCAD SHX Text.02
AutoCAD SHX TextMATCHLINE STA. - 115+02.00
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
ROAD NO. COUNTY FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
C:\Civil 3D 2018 Projects\Civil\Roadway\PLANRD01.dwg
----
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004‚ F.A.C.
JUSTIN HANSEN FORD , P.E.
P.E. LICENSE NUMBER 74746
DEWBERRY ENGINEERS INC.
20684 CENTRAL AVE. E
BLOUNTSTOWN , FL 32424
CERTIFICATE OF AUTHORIZATION 00008794
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
ROAD NO. COUNTY FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
C:\Civil 3D 2018 Projects\Civil\Roadway\PLANRD01.dwg
----
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004‚ F.A.C.
JUSTIN HANSEN FORD , P.E.
P.E. LICENSE NUMBER 74746
DEWBERRY ENGINEERS INC.
20684 CENTRAL AVE. E
BLOUNTSTOWN , FL 32424
CERTIFICATE OF AUTHORIZATION 00008794
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
ROAD NO. COUNTY FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
C:\Civil 3D 2018 Projects\Civil\Roadway\TCPLRD01.dwg
----
24
----
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004‚ F.A.C.
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
Channelizing Device (See Index 102-600)
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
Required Only When Construction Zone
Speed Reduced Below Existing
Posted Speed Prior To Construction
Double Yellow
Reflectorized
Pavement Markings
Required Only When Construction Zone
Speed Is Reduced Below Existing
Posted Speed Prior To Construction
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
Channelizing Device (See Index 102-600)
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