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S’A
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ORD
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LAKE TALQUIN
HWY. 20
LOCATION MAP
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HWY 20
FORBES
U.S. 90
I-10 MICCOSUKEE
RD.
PROJECT LOCATION
I-10
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PURCHASE
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WY.
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CA
PIT
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U.S. HWY. 27
I-10
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RIDIA
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OF
1
Division of Engineering Services
Department of Public Works
LEON COUNTY
Web: http://www.leoncountyfl.gov
Ph: (850)606-1500 Fax: (850)606-1501
2280 Miccosukee Road, Tallahassee, FL 32308-5310
Public Works Center
NICHOLAS A. GROSSO, P.E. #71591
ENGINEER OF RECORD
GOVERNING STANDARDS AND SPECIFICATIONS
1.
2.
AGENCY CONTACT TELEPHONE NO.
3.
4.
REPLACED IN KIND UNLESS OTHERWISE SHOWN IN THE PLANS.
EXISTING DRIVEWAYS WITHIN THE LIMITS OF THIS PROJECT SHALL REMAIN AND IF DISTURBED BE
5.
6.
7.
GENERAL NOTES:
34
EVENTS AS DIRECTED BY THE ENGINEER.
OR OTHER CATASTROPHIC EVENTS AND SHALL REMAIN OPEN FOR THE DURATION OF THE EVACUATION OR
ALL LANES MUST BE REOPENED TO NORMAL TRAFFIC DURING AN EVACUATION NOTICE OF A HURRICANE
AND REMEDIATION OF THE HAZARDOUS MATERIAL.
NOTIFY LEON COUNTY OF THE DISCOVERY. LEON COUNTY WILL ARRANGE FOR INVESTIGATION, IDENTIFICATION
THE AREA OF KNOWN OR SUSPECTED CONTAMINATION FROM FURTHER ACCESS. THE ENGINEER IS TO
BE IMMEDIATELY REPORTED TO THE ENGINEER, WHO SHALL DIRECT THE CONTRACTOR TO PROTECT
ANY KNOWN OR SUSPECTED HAZARDOUS MATERIAL FOUND ON THE PROJECT BY THE CONTRACTOR SHALL
BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST.
ALL AREAS OUTSIDE THE CONSTRUCTION LIMITS CHANGED OR DISTURBED BY THE CONTRACTOR SHALL
UNLESS OTHERWISE NOTED IN THE PLANS.
ALL EXISTING SIGNS TO BE RELOCATED IN ACCORDANCE WITH FDOT STANDARD INDEX 17302
ALL EXCESS MATERIALS SHALL BE REMOVED FROM THE SITE AT THE CONTRACTORS EXPENSE.
PLACEMENT OF THE FRICTION COURSE.
UTILITY AND COUNTY OWNED MANHOLES AND VALVE COVERS SHALL BE RAISED TO THE FINAL GRADE PRIOR TO
PRIOR TO ANY CONSTRUCTION ACTIVITIES, A PRE-CONSTRUCTION MEETING WILL BE HELD ON-SITE.
SAFTEY DATA SHEET (MSDS) SUBMITTAL.
AND INTENDED FOR EQUIPMENT USE AS A HAZARDOUS MATERIAL, SUCH PRODUCTS DO NOT NEED A MATERIAL
USE. BECAUSE STATE LAW DOES NOT TREAT PERTROLEUM PRODUCTS THAT ARE PROPERLY CONTAINERIZED
MATERIAL PROPOSED FOR USE. THE CONTRACTOR SHALL PROVIDE EACH HAZARDOUS MATERIAL PROPOSED FOR
WRITTEN PERMISSION FROM THE ENGINEER AND SUBMIT A MATERIAL SAFETY DATA SHEET (MSDS) FOR EACH
REQUIRE SUCH FOR PERFORMING THE CONTRACT WORK, THE CONTRACTOR SHALL REQUEST, IN WRITING,
THE CONTRACTOR SHALL NOT BRING HAZARDOUS MATERIALS ONTO THE PROJECT. SHOULD THE CONTRACTOR
OPERATIONS, IN ORDER TO FACILITATE EMERGENCY VEHICLE TRAFFIC.
THE CONTRACTOR SHALL MAINTAIN AND KEEP STREET NAME IDENTIFICATION VISIBLE DURING CONSTRUCTION
CONSTRUCTION PLANS.
PLACEMENT PERMIT WILL BE REQUIRED WHEN THE UTILITIES RELOCATION PLANS ARE INCLUDED IN THE APPROVED
CONTRACTOR FOR THE COORDINATION EFFORTS SHALL BE INCIDENTAL TO EXISTING PAY ITEMS. NO RIGHT-OF-WAY
BE RESPONSIBLE FOR THE COORDINATION OF ALL CONSTRUCTION SCHEDULES. ALL COST INCURRED BY THE
THAT HAVE BEEN ISSUED A PERMIT WITHIN THE LIMITS OF THIS PROJECT. IN ADDITION, THE CONTRACTOR SHALL
THE CONTRACTOR SHALL BE REQUIRED TO COORDINATE CONSTRUCTION EFFORTS WITH OTHER CONTRACTORS
CONTRACTORS EXPENSE.
BY CONTRACTOR. ANY BENCHMARKS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AT THE
ANY PUBLIC LAND CORNER OR BENCHMARK WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PROTECTED
OF BEGINNING CONSTRUCTION.
NOTIFY UTILITY OWNERS AT THE TELEPHONE NUMBERS LISTED BELOW TWO BUSINESS DAYS IN ADVANCE
TWO BUSINESS DAYS IN ADVANCE OF BEGINNING CONSTRUCTION. IN ADDITION, THE CONTRACTOR SHALL
THROUGH SUNSHINE STATE ONE CALL OF FLORIDA, INC. (1-800-432-4770, UNIVERSAL NUMBER 811)
RESPONSIBLE FOR ALL UTILITY COORDINATION. THE CONTRACTOR SHALL NOTIFY UTILITY OWNERS
DURING CONSTRUCTION. UTILITIES ARE TO BE ADJUSTED BY OTHERS. THE CONTRACTOR WILL BE
COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND PROVIDE FOR PROTECTION OF EXISTING UTILITIES
RESPONSIBILITY TO VERIFY AND DETERMINE THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO THE
THE LOCATION OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE ONLY. IT IS THE CONTRACTOR’S
Index of Roadway Plans
Components of Plans Set
DURING THE PRE-CONSTRUCTION CONFERENCE AND PRIOR TO CONSTRUCTION COMMENCEMENT.
STAGING AREA(S) SHALL BE DISCUSSED WITH AND APPROVED BY THE COUNTY ENVIRONMENTAL INSPECTOR
10.
11.
12.
13.
LOCATION.
CONTRACTOR SHALL REMOVE EXCAVATED MATERIAL FROM THE SITE AND DISPOSE OF AT A PERMITTED
HOURS BASED ON THE TIME OF THE YEAR, SITE, WEATHER, AND TRAFFIC CONDITIONS.
OF THE CONTRACTOR, THE ENGINEER OR HIS DESIGNEE MAY CONSIDER AN ALTERNATIVE TO THESE WORKING
WORKING HOURS SHALL BE FROM 9:00 AM TO 4:00 PM, MONDAY THROUGH FRIDAY. HOWEVER, UPON REQUEST
Date:
LAKE
JACKSON
OCHLOCKONEE
RIV
ER
amended by contract documents.
and Standard Specifications For Road and Bridge Construction dated 2013, as
Florida Department of Transportation (FDOT) Design Standards dated January 2013,
Roadway Plans
BM #2 LEO 28 FLDNR ELEV. 90.51
PROJECT BENCHMARK: NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88) BM #1 I-10 74 A35 ELEV. 238.12,
8.
14.
15.
16.
17.
18.
INTERSECTION IMPROVEMENTS
RHODEN COVE ROAD
MERIDIAN ROAD &
9.
Public Works Director
Tony Park, P.E.
County Attorney
Herbert W. A. Thiele
County Administrator
Vincent Long
33-34 Signing & Pavement Markings
31-32 Erosion Control Sheets
AutoTurn Detail Sheets28-30
26-27 Utility Adjustment Sheets
14-25 Roadway Cross Sections
9-13 Drainage Structures
7-8 Roadway Profile Sheets
5-6 Roadway Plan Sheets
4 Erosion Control & MOT Notes
3 Mitigation Notes
2 Typical Sections
1 Key Sheet
Sheet Sheet Description
www.atkinsglobal.com/northamerica
(850) 575-1800
Tallahassee, FL 32303
2639 N. Monroe St. Bldg C
VENDOR #: 59-0896138.007
CERTIFICATE OF AUTHORIZATION: 24
PLANS PREPARED BY:
19. EXISTING DRAINAGE STRUCTURES WITHIN THE PROJECT LIMITS SHALL REMAIN UNLESS OTHERWISE NOTED.
FINAL PLANS
CITY OF TALLAHASSEE TRAFFIC TOMMY SMITH 850-891-5349
CITY OF TALLAHASSEE UTILITY SERVICE GARY BURNS 850-891-5130
COMCAST PHIL CARTER 850-574-4030
CENTURY LINK BILL McCLOUD 850-599-1444
LEON COUNTY PUBLIC WORKS BETSY THORPE 850-606-1500
CITY OF TALLAHASSEE WATER UTILITY TOMMY CRADY 850-694-8006
At-Large
Mary Ann Lindley
At-Large
Nick Maddox
District 5
Kristin Dozier
District 4
Bryan Desloge
District 3
John E. Dailey
District 2
Jane G. Sauls
District 1
Bill Proctor
Commissioners:
STAGING AREAS TO DETERMINE PERMITTING REQUIREMENTS PRIOR TO CONSTRUCTION COMMENCEMENT.
ENVIRONMENTAL COMPLIANCE DIVISION SHOULD BE CONTACTED REGARDING ANY PROPOSED OFF-SITE
ENVIRONMENTAL MANAGEMENT PERMIT FROM DSEM PRIOR TO USE OF THE STAGING AREA. DSEM
STAGING IN AREAS OUTSIDE OF THE RIGHT-OF-WAY AND DEFINED PROJECT AREA MAY REQUIRE A SEPARATE
20.
THE PRECONSTRUCTION MEETING, AND WILL INFORM THE ENVIRONMENTAL INSPECTOR.
THE CONTRACTOR SHALL DESIGNATE A STORMWATER MANAGEMENT CONTROL OFFICER PRIOR TO
TYPE F C&G
1.5’ MODIFIED
LANE
11’ TURN
LANE
11’ THRU
LANE
11’ THRU
TRAFFIC DATA
DESIGN SPEED = 45 MPH
POSTED SPEED = 45 MPH
MILLING
N.T.S.
1’-6"
6" Min.
" Std.21* 7
1’-0" 6"
6"
6" 1’-
0"
8"
TRANS.3’
TRANS.3’
1.5’1.5’
GUTTER TRANSITION DETAIL
INLET TYPE 5
2
MERIDIAN RD& RHODEN COVE
TYPICAL SECTIONS
STABILIZATION LBR 40
12" TYPE B
SAWCUT
NATURAL GROUND
NATURAL GROUND
EXISTING ROADSIDE DITCH
TYPE F C&G
1.5’ MODIFIED
CURB & GUTTERMODIFIED TYPE F
STABILIZATION LBR 40
12" TYPE B
SAWCUT
MAINTAINED R/WMAINTAINED R/W (VARIES)
¡ CONST.
NATURAL GROUND
EXISTING ROADSIDE DITCH
MAINTAINED R/W (VARIES)
MAINTAINED R/W
1’ FLAT1’ FLAT
THAN 1:2
VARIES, NO STEEPER
NATURAL GROUND
VARIES, NO STEEPER THAN 1:2
12" TYPE B STABILIZATION (LBR 40)
NOTE: SAWCUT EXISTING EDGE OF PAVEMENT TO ENSURE
A CLEAN EDGE FOR WIDENING PAVEMENT
RESURFACING
EXISTING R/W
EXISTING R/W
LANE
10’ TURN
LANE
10’ TURN
12’-16’
VARIES
EXISTING R/W (28’–) EXISTING R/W (32’–)
¡ RHODEN COVE
STA. 15+20.00 TO STA. 16+40.00
RHODEN COVE
TYPICAL SECTION NO. 2
STA. 12+84.00 TO STA. 19+85.00
MERIDIAN ROAD
CENTERED WIDENING
TYPICAL SECTION NO. 1
MILLING & RESURFACING
CURB & GUTTER DETAIL
MODIFIED TYPE F
2"R
3"R
"R43
VARIES, NO STEEPER THAN 1:2
1’ FLAT
TYPE F C&G
1.5’ MODIFIED
1.5’
CURB & GUTTERMODIFIED TYPE F
5’
EDGE OF PAVT.
4’R 4’R
1.5’
A
A
PROPOSED EOP
STEEPER THAN 1:2
SLOPE VARIES, NO
WIDENING
6" MIN.
3" CONCRETE
CROSS SECTION A-AFLUME DETAIL
SWALE FLOW
�
PROPOSED EOP
1’ CURB TRANSITION
MERIDIAN WIDENING
TYPE SP-12.5 STRUCTURAL COURSE (1.5") (PG 76-22) (GRANITE)
AND FRICTION COURSE FC-12.5 (1.5") (PG 76-22) (GRANITE)
FLUME DETAIL
FRICTION COURSE FC-12.5 (1.5") (PG 76-22) (GRANITE)
12" TYPE B STABILIZATION (LBR 40)
RHODEN COVE WIDENING
AND FRICTION COURSE FC-12.5 (1.5") (GRANITE)
DEPTH (1.5") (BOTH ROADWAYS)
MILLING & RESURFACING
**
0’-5.5’
VARIES
**
0’-5.5’
VARIES
SEE CROSS SECTIONS FOR EOP ELEVATIONS
** MATCH EXISTING CROSS SLOPE
**
0’-6.8’
VARIES
SEE CROSS SECTIONS FOR EOP ELEVATIONS
** MATCH EXISTING CROSS SLOPE
1.5’
FILTER FABRIC
6" DEPTH W/
GROUTED IN PLACE
(OR FDOT EQUIVALENT)
3’x6’ RIPRAP RUBBLE
GROUTED IN PLACE
(OR FDOT EQUIVALENT)
3’X6’ RUBBLE RIPRAP
OPTIONAL BASE GROUP 6 (LBR 100) (8") WITH
OPTIONAL BASE GROUP 6 (LBR 100) (8") WITH
SHALL BE PINNED.
SLOPES GREATER THAN 1:4
CURB ARE TO BE SODDED, ALL
* ALL DISTURBED AREAS BEHIND
SHALL BE PINNED.
SLOPES GREATER THAN 1:4
CURB ARE TO BE SODDED, ALL
* ALL DISTURBED AREAS BEHIND
SPECIAL NOTE
PROPOSED SWALES.
EMBANKMENT UTILIZATION AND BACKFILL FOR
REFER TO FDOT STD. INDEX 505 SHEET 1 FOR
2/27/2013USER: 18050 J:\FDOT 2010 Projects\10002873500\roadway\TYPSRD01.DGN3:18:50 PM
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEET
Nicholas A. Grosso, P.E. 71591
FBPE Certificate of Authorization No. 24
2639 N. Monroe Street, Bldg. C Tallahassee, Florida 32303
LEON COUNTY
INTERSECTION IMPROVEMENTS
MERIDIAN ROAD & RHODEN COVE ROAD
CONSTRUCTION PLANS FOR:
SPECIAL TREE PROTECTION REQUIREMENTS:
GENERAL MITIGATION REQUIREMENTS:
3
MERIDIAN RD& RHODEN COVE
MITIGATION NOTES
not required by this project.and 6" wide. The tree is a potential hazard and should be removed even ifup 20’ on the trunk. The decay from the wound has created a cavity 12’ deeptelephone utility box. This tree has a large longitudinal cavity from the basethe centerline of Meridian Road will need to be removed in order to move aOne tree, a 17" laurel oak located on the south side of Rhodeon Cove 98’ from
have been the most impacted tree on the project.Rhoden Cove, has apparently died and been removed. Ironically this tree wouldOne tree, a 19" laurel oak shown on the plans on the southwest corner ofof Rhoden Cove where a City of Tallahassee gas line structure is located.trees past the existing ditch is undisturbed forest except for 2 oaks northlittle evidence of any structural concerns. The soil in the CPZ of theseare otherwise in good condition. In my preliminary visual inspection, I found(greater than 20") water oaks and 1 sweet gum have some deadwood (30%) butThe majority of the impacted trees are in very good condition. Three larger
requirements listed below.to the canopy trees and what damage is done can be mitigated by theMost of the proposed improvements for this intersection will cause little harm
1.
2.
3.
4.
WATERING
PRUNING
no circumstances should this barricade line be crossed.
should be metal fence posts set at 10’ intervals with hog wire fencing. Under
vehicular traffic, equipment storage, or material stock piling. Barricades
CPZ line on the property to prevent root and soil compaction resulting from
development activities along the root pruning lines and elsewhere along the
Tree protection barricades or fences will be installed prior to any
where it is not practical to remove it
branch up to two inches in diameter may remain within the main leaf area
branches on the main trunk, as well as those within leaf area. An occasional
defects such as included bark and dead branches, obstructed views), and weak
failure, development of low aggressive limbs, formation of co-dominant stems,
more dominant limbs), objectionable (increased risk of branch and stem
diseased, interfering (subordinate limbs which may be restricting growth of
enhance their health. This pruning will consist of the removal of dead, dying,
All trees must be pruned according to ANSI A300 pruning standards to
fill creates a grade change greater than 14".
mulch, or other organic medium. Root pruning is not necessary where adding
All pruned/cut roots exposed will be covered as soon as possible with topsoil,
Root pruning will occur prior to any excavation within the CPZ of any tree.
ROOT PRUNING
TREE BARRICADES
All arboricultural work is to be supervised by a Certified Arborist.
SUPERVISION AND MONITORING
addition to the specific recommendations listed above.
curbs, drainage inlets and any paving. These general requirements are in
improvement area whose CPZ extends into any area of construction including
* The following mitigation requirements are applicable to every tree in the
APPROVED CONSTRUCTION PLANS.
NOTED IN PLANS) FOR THIS PROJECT, AS SHOWN ON THE
ALONG THE MAINTAINED RIGHT-OF-WAY (UNLESS OTHERWISE
THE TREE PROTECTION BARRICADES ARE TO BE INSTALLED
NOTES:
STORAGE OF MATERIAL OR EQUIPMENT.
THE AREA WITHIN BARRICADE IS NOT TO BE USED FOR
4’ MIN.
ORANGE "SAFETY" FENCING
METAL POSTS
TREE PROTECTION BARRICADENTS
of several trees but the intrusion is very minor (less than 5%).outflows will be placed on the outer edge of the Critical Protection Zone (CPZ)the existing ditch. Several storm water structures (P5) and pipe inlets andprimarily under the existing roadway with the southern end being installed insignificant root disturbance. Storm water pipe is planned to be placedpavement and ditch locations. Installation of the curb will be the mostimprovements are located within existing disturbed soils in the currenttrees in the Canopy Road Protection Zone. The majority of the proposedThe preliminary plans for this project will have only minor impact to the
should be installed on site and monitored weekly by the site supervisor.
Watering will be adjusted as required by the weather conditions. A rain gauge
pruned trees will be watered at the rate equivalent to 1" of rainfall per week.
Following root pruning and through substantial completion of the project, any
Bill Armstrong, Certified Arborist
2/27/2013USER: 18050 J:\FDOT 2010 Projects\10002873500\roadway\GNNTRD02.DGN3:22:35 PM
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEET
Nicholas A. Grosso, P.E. 71591
FBPE Certificate of Authorization No. 24
2639 N. Monroe Street, Bldg. C Tallahassee, Florida 32303
LEON COUNTY
INTERSECTION IMPROVEMENTS
MERIDIAN ROAD & RHODEN COVE ROAD
CONSTRUCTION PLANS FOR:
1.
2.CONTROL DEVICES FOR STREETS AND HIGHWAYS" AND THE FDOT’S "DESIGN STANDARDS."
TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC
3.
CONSTRUCTION WHICH ARE ALTERED SHALL BE REPLACED UPON COMPLETION OF THE PROJECT.
HYDRO-BLASTING. ALL EXISTING PAVEMENT MARKINGS OUTSIDE THE LIMITS OF
OR ANY OTHER METHOD WHICH PRODUCES THE SAME RESULTS IN THE SAME MANNER AS
CONFLICTING OR MISLEADING PAVEMENT MARKINGS SHALL BE REMOVED BY HYDRO-BLASTING
4.ALL PHASES OF CONSTRUCTION.
THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE THROUGHOUT THE PROJECT DURING
5.OF CONSTRUCTION.
THE CONTRACTOR SHALL MAINTAIN ACCESS TO ADJACENT PROPERTIES DURING ALL PHASES
6.
7.
8.
PLACE, BUT SHALL BE FACING TRAFFIC AND COMPLETELY COVERED AS NOT TO BE READABLE.
THEIR USE FOR THE DESIRED TRAFFIC CONTROL OPERATION. TCP SIGNS MAY REMAIN IN
AND/ OR WARNING DEVICES TO THE APPROPRIATE STORAGE FACILITY UPON COMPLETION OF
IT IS THE CONTRACTOR’S RESPONSIBILITY TO REMOVE ALL UNUSED BARRICADES, SIGNS,
STREET NAME SIGNS.
(RELOCATED) AT COMPLETION OF PROJECT. SEE THE GENERAL NOTES SHEET CONCERNING
CONTRACTOR SHALL PROVIDE A SAFE STORAGE OF SIGNING MATERIALS TO BE REINSTALLED
SIGNING IN CONFLICT WITH TRAFFIC CONTROL DURING CONSTRUCTION OPERATIONS. THE
WORK ZONE TRAFFIC CONTROL. THE CONTRACTOR SHALL COVER, RELOCATE OR REMOVE ALL
THE CONTRACTOR SHALL CONFIRM THAT EXISTING SIGNAGE WILL NOT POSE A CONFLICT FOR 10.
11.
12.
1.
PHASE I
PHASE II
1.
2.
PHASE III
MODIFICATION TO THE TRAFFIC CONTROL PLAN AND/ OR DEVICES.
NOTIFICATION BY THE ENGINEER TO ANY REQUEST FOR CORRECTION, IMPROVEMENT, OR
RESPOND WITHIN TIME CONSTRAINTS OUTLINED IN THE STANDARD SPECIFICATIONS UPON
ENGINEER WITHOUT DELAY UNDER THESE CONDITIONS. THE CONTRACTOR SHALL ALSO
THE CONTRACTOR SHALL RESPOND AND PROVIDE ADJUSTMENTS AS DIRECTED BY THE
REQUIRE THE ENGINEER TO RESTRICT OR REMOVE LANE CLOSURES OR CHANNELIZATIONS.
TRAFFIC CONDITIONS, ACCIDENTS AND OTHER UNFORESEEN EMERGENCY CONDITIONS MAY
9.
SHALL BE INCLUDED IN THE UNIT PRICE FOR MAINTENANCE OF TRAFFIC.
OPERATIONS DURING AND AT THE END OF EACH OPERATION AND/OR DAY’S OPERATION. COST
ARROWS AND PAVEMENT MESSAGES SHALL BE PROVIDED TO COMPLETELY DEFINE TRAFFIC
THE CONTRACTOR SHALL INSTALL TEMPORARY PAVEMENT MARKINGS INDICATING LANE LINES.
OF THE ROAD AT A TIME.
ALL VEHICLES, EQUIPMENT, WORKERS AND THEIR ACTIVITIES SHALL BE RESTRICTED TO ONE SIDE
TO TRAFFIC.
ANY REQUIRED TEMPORARY PAVEMENT MARKINGS SHALL BE IN PLACE BEFORE OPENING LANES
13.
AND TRAFFIC CONDITIONS.
ALTERNATIVE TO THESE WORKING HOURS BASED ON THE TIME OF THE YEAR, SITE, WEATHER,
UPON REQUEST OF THE CONTRACTOR, THE ENGINEER OR HIS DESIGNEE, MAY CONSIDER AN
WORKING HOURS SHALL BE FROM 9:00 AM TO 4:00 PM, MONDAY THROUGH FRIDAY, HOWEVER,
14.
EVE (DECEMBER 31), NEW YEARS DAY (JANUARY 1).
OF NOVEMBER) CHRISTMAS EVE (DECEMBER 24), CHRISTMAS DAY (DECEMBER 25), NEW YEARS
MONDAY IN SEPTEMBER), THANKSGIVING (LAST THURSDAY, FRIDAY, SATURDAY AND SUNDAY
MEMORIAL DAY (LAST MONDAY IN MAY), INDEPENDENCE DAY (JULY 3 AND 4), LABOR DAY (FIRST
WILL NOT BE ALLOWED DURING SPECIAL EVENTS AND DURING THE HOLIDAY PERIODS OF
SINGLE LANE CLOSURES WILL BE ALLOWED BETWEEN 9:00 AM AND 4:00 PM. LANE CLOSURES
MAINTENANCE OF TRAFFIC GENERAL NOTES:
4
MERIDIAN RD& RHODEN COVE
EROSION CONTROL & MOT
CONSTRUCT DRAINAGE STRUCTURES AND PIPES, CONSTRUCT WIDENING.
PLACE SUPERPAVE & PLACE FRICTION COURSE.
INSTALL FINAL STRIPING, MARKINGS, PERMANENT RPMS AND RELOCATE SIGNS.
REMOVE ALL CONSTRUCTION SIGNAGE.
CONSTRUCTION.
EXISTING REGULATORY SPEED OF 45 MPH SHALL BE USED FOR TRAFFIC CONTROL DURING
EROSION CONTROL NOTES:
(E&SC MANUAL).
STATE OF FLORIDA EROSION AND SEDIMENT CONTROL DESIGNER AND REVIEWER MANUAL
THE UPDATE INCORPORATES EROSION AND SEDIMENT CONTROL FEATURES FOUND IN THE
HTTP://WWW.DOT.STATE.FL.US/SPECIFICATIONSOFFICE/IMPLEMENTED/SPECBOOKS/2010ARCHIVES.SHTM
URL SHALL APPLY TO THIS PROJECT.
THE SPECIFICATION SECTION 104, JANUARY 2011 UPDATE AVAILABLE AT THE FOLLOWING 1.
2.
MANUAL PROVIDES ADDITIONAL DETAILS.
PROVIDES DETAILS OF SEDIMENT BARRIERS AND INLET PROTECTION SYSTEMS. THE E&SC
ACTIVITIES THAT EXPOSE SOIL. FDOT DESIGN STANDARD 102 (JANUARY 2011 INTERIM)
SEDIMENT BARRIERS AND INLET PROTECTION SYSTEMS SHALL BE CONSTRUCTED PRIOR TO
3.
WILL HAVE EXPOSED SOIL.
CONSTRUCT SEDIMENT BARRIERS ON ALL SLOPES DRAINING AWAY FROM PROJECT AREAS THAT
4.
SITE.
LOCATION SHOWN IN THE PLANS TO PREVENT SEDIMENT LADEN WATER FROM LEAVING THE
CONSTRUCT SEDIMENT BARRIERS AND INLET PROTECTION SYSTEMS AT A MINIMUM AT THE
5.
LEAVES THE SITE.
THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND CLEAN-UP OF ANY SEDIMENT THAT
1. INSTALL EROSION CONTROL MEASURES.
3.
4.
UPON THE OPERATION TO BE PERFORMED.
EDITION OF THE F.D.O.T. DESIGN STANDARD INDEX NOS. 600, 603, 604 & 605 DEPENDENT
TRAFFIC CONTROLS SHALL BE IN ACCORDANCE WITH THE PROJECT PLANS, THE CURRENT
UPON THE OPERATION TO BE PERFORMED.
INSTALL WORK ZONE TRAFFIC CONTROL SIGNS PER INDEX NOS. 600, 603, 604 & 605 DEPENDENT
CONSTRUCTION SEQUENCE NOTES:
2. INSTALL TREE BARRICADES.
6.
AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
SUPPORT & ENVIRONMENTAL MANAGEMENT ENVIRONMENTAL INSPECTOR TO CONTROL SEDIMENTS
EROSION CONTROLS MAY BE REQUIRED BY THE LEON COUNTY DEPARTMENT OF DEVELOPMENT
SHALL BE MAINTAINED IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS. ADDITIONAL
THE EROSION CONTROL DEVICES SHOWN ON THESE PLANS ARE THE MINIMUM REQUIRED AND
SUPPORT & ENVIRONMENTAL MANAGEMENT.
FOR FINAL INSPECTION FROM THE LEON COUNTY DEPARTMENT OF DEVELOPMENT
AND SEALED COMPLIANCE CERTIFICATE TO THE LCDSEM DIRECTOR 20 DAYS PRIOR TO REQUEST
CERTIFIED BY A PROFESSIONAL LAND SURVEYOR. THE ENGINEER SHALL PREPARE A SIGNED
THE RECORD DRAWINGS (INCLUDING TOPOGRAPHIC INFORMATION) SHALL BE PREPARED AND
RECORD DRAWINGS (AS-BUILT’S) TO THE ENGINEER PRIOR TO INSPECTION AND ACCEPTANCE.
THE CONTRACTOR SHALL SUBMIT A POST-CONSTRUCTION CERTIFICATION AND REPRODUCIBLE3.
2/27/2013USER: 18050 J:\FDOT 2010 Projects\10002873500\roadway\GNNTRD01.DGN3:50:20 PM
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEET
Nicholas A. Grosso, P.E. 71591
FBPE Certificate of Authorization No. 24
2639 N. Monroe Street, Bldg. C Tallahassee, Florida 32303
LEON COUNTY
INTERSECTION IMPROVEMENTS
MERIDIAN ROAD & RHODEN COVE ROAD
CONSTRUCTION PLANS FOR:
00 1010 2020 3030 4040 50506070
95
100
105
110
90
12+89.34
9
MERIDIAN ROAD
DRAINAGE STRUCTURES
2/27/2013USER: 18050 J:\FDOT 2010 Projects\10002873500\drainage\DRXSRD01.DGN3:52:10 PM
NO.
SHEET
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION LEON COUNTY
INTERSECTION IMPROVEMENTS
MERIDIAN ROAD & RHODEN COVE ROAD
CONSTRUCTION PLANS FOR:
Scale: 1" = 10’ Horizontal
1" = 5’ Vertical
WARNING: GAS MAIN IN AREAS OF CONSTRUCTION
William K. Johnson, P.E. 41040
FBPE Certificate of Authorization No. 24
2639 N. Monroe Street, Bldg. C Tallahassee, Florida 32303
¡ CONST.
MAIN
TAIN
ED R/
W
MAIN
TAIN
ED R/
W
BTBT
BFOEXISTING
10" WATER EXISTING GAS
EXISTING GAS
ELLIPTICAL PIPE
CONST. 24"x38"
EL.
99.5
7
99.90
WITH GRAVELOPEN BOTTOM
EL 93.57
INDEX NO.’S 200 & 232OPENING INV 97.00FL 95.88TOP EL 98.88SOUTH SIDE & OPEN BOTTOM W/ GRAVELCONST. INLET TYPE D, W/ SLOT OPENING,STA. 12+89.34 (20.14’ LT)
S-1
S-2
FROM
EL. 98.00BOLTS TO BE CENTERED IN WALLS. PIPE ¡
" ANCHOR85DETAIL OF FDOT INDEX 272.
PIPE TO BE CUT AND DRILLED PER GRATECONST. 2.5" SCH 40 PIPE ACROSS OPENING.
15 PI S
TA.
15
+91.5
5
16 17 18 19 PI S
TA.
19
+13.3
9
20
16
15 PI S
TA.
15
+91.5
5
16 17 18 19 PI S
TA.
19
+13.3
9
20
16
11/2/2012USER: 20090 J:\FDOT 2010 Projects\10002873500\roadway\autoturn.DGN4:41:48 PM
28
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEET
AUTOTURN DETAIL
MERIDIAN RD&RHODEN COVE
LEON COUNTY
INTERSECTION IMPROVEMENTS
MERIDIAN ROAD & RHODEN COVE ROAD
CONSTRUCTION PLANS FOR:
N
10 40
Feet
0
N
10 40
Feet
0
Nicholas A. Grosso, P.E. 71591
FBPE Certificate of Authorization No. 24
2639 N. Monroe Street, Bldg. C Tallahassee, Florida 32303
S-BUS-40AASHTO 2004 (US)
S-B
US-40
AAS
HTO 2
004 (U
S)
8.5
9ft
S-B
US-40
AAS
HTO 2
004 (U
S)
S-BUS-40AASHTO 2004 (US)
11.31ft
S-BUS-40AASHTO 2004 (US)
S-B
US-40
AAS
HTO 2
004 (U
S)
8.3
1ft
S-BUS-40AASHTO 2004 (US)
S-B
US-40
AAS
HTO 2
004 (U
S)
13.67ft
15 PI S
TA.
15
+91.5
5
16 17 18 19 PI S
TA.
19
+13.3
9
20
16
15 PI S
TA.
15
+91.5
5
16 17 18 19 PI S
TA.
19
+13.3
9
20
16
11/2/2012USER: 20090 J:\FDOT 2010 Projects\10002873500\roadway\autoturn-CAR.DGN4:45:07 PM
29
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEET
AUTOTURN DETAIL
MERIDIAN RD&RHODEN COVE
LEON COUNTY
INTERSECTION IMPROVEMENTS
MERIDIAN ROAD & RHODEN COVE ROAD
CONSTRUCTION PLANS FOR:
N
10 40
Feet
0
N
10 40
Feet
0
Nicholas A. Grosso, P.E. 71591
FBPE Certificate of Authorization No. 24
2639 N. Monroe Street, Bldg. C Tallahassee, Florida 32303
PAASHTO 2004 (US)
PAAS
HTO 2
004 (U
S)
PAAS
HTO 2
004 (U
S)
PAASHTO 2004 (US)
PAASHTO 2004 (US)
PAAS
HTO 2
004 (U
S)
PAAS
HTO 2
004 (U
S)
PAASHTO 2004 (US)
STONE RETAINING WALL
STONE RETAINING WALL
T
TOP OF BANK
TOP OF BANK
TOP OF BANK
TOP OF BANK
TOP OF BANK
TOP OF BANK
TOP OF BANK
TOP OF BANK
TO
P
OF
BA
NK
TO
P
OF
BA
NK
TO
P
OF
BA
NK
STOPSTOP
TCB
E
FO
FO
GMGM
EM EM
ET
G
G
GG
W
BO
XE
S
WOODLINE
BARBED WIRE FENCE REMAINS
EDGE OF PAVEMENT
TOE OF SLOPE
TOP OF BANK
EDGE OF PAVEMENT
TOP OF BANK
TOP OF BANK
TOE OF SLOPE
TOE OF SLOPE
TOP OF BANK
TOP OF BANK
TOE OF SLOPE
TOP OF BANK
SINGLE WHITE SOLID LINE
DOUBLE YELLOW SOLID LINE
SINGLE WHITE SOLID LINE
TO
P
OF
BA
NK
TO
E
OF
SL
OP
ET
OP
OF
BA
NK
TO
E
OF
SL
OP
E
TO
P
OF
BA
NK
4’ FIELD WIRE FENCE
4’ FIELD WIRE FENCE
4’
WO
OD
BO
AR
D
FE
NC
E
ED
GE
OF
PA
VE
ME
NT
ED
GE
OF
PA
VE
ME
NT
SIN
GLE
WHIT
E
SO
LID
LIN
E
SIN
GLE
WHIT
E
SO
LID
LIN
E
6’
CH
AIN
LIN
K
FE
NC
E
DOUBLE YELLOW SOLID LINE
SINGLE WHITE SOLID LINE
SINGLE WHITE SOLID LINE
TOE OF SLOPE
TO
E
OF
SL
OP
E
TOP
OF
BA
NK
TO
P
OF
BA
NK
TO
E
OF
SL
OP
ET
OE
OF
SL
OP
E
DO
UB
LE
YE
LL
OW
SO
LID
LIN
E
SIN
GLE
WHIT
E
SO
LID
LIN
E
SIN
GLE
WHIT
E
SO
LID
LIN
E
TOE OF SLOPE
TOP OF BANK
UTILITY POLE AND 2 TELEPHONE PEDESTALS
TELEPHONE VAULT 2’X3’
TELEPHONE VAULT 4’X2.5’
FIBER OPTIC CABLE MARKER
TELEPHONE VAULT 1’X2’ &
1.5’X2’ CONCRETE SLAB
ELECTRIC CABINET ON
11.5’
14’
7’X7’ FIBERGLASS PAD
6’X2.5’ TELEPHONE CABINET
MERIDIAN ROAD - RIGHT-OF-WAY VARIESMERIDIAN ROAD - RIGHT-OF-WAY VARIES
TELEPHONE CABINET 9.5’X4’
BARRIER WALL
6" WIDE WOOD
ON 4’X4’ CONCRETE PAD
1.5’X3’ TELEPHONE CABINET
GRAVEL PARKING
SIN
GLE
WHIT
E
SO
LID
LIN
E
NORTH AND SOUTH
UNDERGROUND PIPES RUN
ABOVE GROUND PIPES VISIBLE
AREA FENCED AND LOCKED
GAS REGULATING STATION
3 ELECTRIC JUNCTIONS
3 GAS VENT PIPES &
COMMUNICATIONS PANEL
TOE OF SLOPE
EDGE OF PAVEMENT
EDGE OF PAVEMENT
4’ FIELD WIRE FENCE
TOE OF SLOPE
TOE OF SLOPETOE OF SLOPE
TOE OF SLOPE
TOE OF
SLOPE
TO
E
OF SLOP
E
TO
E
OF
SL
OP
E
COLUMN
STONE COLUMN
STONE
ED
GE
OF
PA
VE
ME
NT
ED
GE
OF
PA
VE
ME
NT
WITH HEADWALLS
MITERED END SECTION
TO
E
OF
SL
OP
E
6’ CHAIN LINK FENCE
PAP
ER
BO
X
ELEVATION = 107.02’
SITE BENCHMARK 2
14.1’
PRIV
ATE
RO
AD
WA
Y
RIGHT-OF-WAY
APPROXIMATE MAINTAINED
RIGHT-OF-WAY
APPROXIMATE MAINTAINED
RIGHT-OF-WAY
APPROXIMATE MAINTAINED RIGHT-OF-WAY
APPROXIMATE MAINTAINED
RIGHT-OF-WAY
APPROXIMATE MAINTAINED
RIG
HT-O
F-W
AY
AP
PR
OXIM
AT
E
RIG
HT-O
F-W
AY
AP
PR
OXIM
AT
E
FIR
C - 5
/8" P
ECI C
OR
P L
B288
T
ELEVATION = 115.72’
SITE BENCHMARK 3
GM
GMGM
GM
TV
TV
TC
B
TCB
TV
STONE RETAINING WALL
STONE RETAINING WALL
T
TOP OF BANK
TOP OF BANK
TOP OF BANK
TOP OF BANK
TOP OF BANK
TOP OF BANK
TOP OF BANK
TOP OF BANK
TO
P
OF
BA
NK
TO
P
OF
BA
NK
TO
P
OF
BA
NK
STOPSTOP
TCB
E
FO
FO
GMGM
G
G
GG
W
BO
XE
S
WOODLINE
BARBED WIRE FENCE REMAINS
EDGE OF PAVEMENT
TOE OF SLOPE
TOP OF BANK
EDGE OF PAVEMENT
TOP OF BANK
TOP OF BANK
TOE OF SLOPE
TOE OF SLOPE
TOP OF BANK
TOP OF BANK
TOE OF SLOPE
TOP OF BANK
SINGLE WHITE SOLID LINE
DOUBLE YELLOW SOLID LINE
SINGLE WHITE SOLID LINE
TO
P
OF
BA
NK
TO
E
OF
SL
OP
ET
OP
OF
BA
NK
TO
E
OF
SL
OP
E
TO
P
OF
BA
NK
4’ FIELD WIRE FENCE
4’ FIELD WIRE FENCE
4’
WO
OD
BO
AR
D
FE
NC
E
ED
GE
OF
PA
VE
ME
NT
ED
GE
OF
PA
VE
ME
NT
SIN
GLE
WHIT
E
SO
LID
LIN
E
SIN
GLE
WHIT
E
SO
LID
LIN
E
6’
CH
AIN
LIN
K
FE
NC
E
DOUBLE YELLOW SOLID LINE
SINGLE WHITE SOLID LINE
SINGLE WHITE SOLID LINE
TOE OF SLOPE
TO
E
OF
SL
OP
E
TOP
OF
BA
NK
TO
P
OF
BA
NK
TO
E
OF
SL
OP
ET
OE
OF
SL
OP
E
DO
UB
LE
YE
LL
OW
SO
LID
LIN
E
SIN
GLE
WHIT
E
SO
LID
LIN
E
SIN
GLE
WHIT
E
SO
LID
LIN
E
TOE OF SLOPE
TOP OF BANK
UTILITY POLE AND 2 TELEPHONE PEDESTALS
TELEPHONE VAULT 2’X3’
TELEPHONE VAULT 4’X2.5’
FIBER OPTIC CABLE MARKER
TELEPHONE VAULT 1’X2’ &
1.5’X2’ CONCRETE SLAB
ELECTRIC CABINET ON
11.5’
14’
7’X7’ FIBERGLASS PAD
6’X2.5’ TELEPHONE CABINET
MERIDIAN ROAD - RIGHT-OF-WAY VARIESMERIDIAN ROAD - RIGHT-OF-WAY VARIES
TELEPHONE CABINET 9.5’X4’
BARRIER WALL
6" WIDE WOOD
ON 4’X4’ CONCRETE PAD
1.5’X3’ TELEPHONE CABINET
GRAVEL PARKING
SIN
GLE
WHIT
E
SO
LID
LIN
E
NORTH AND SOUTH
UNDERGROUND PIPES RUN
ABOVE GROUND PIPES VISIBLE
AREA FENCED AND LOCKED
GAS REGULATING STATION
3 ELECTRIC JUNCTIONS
3 GAS VENT PIPES &
COMMUNICATIONS PANEL
TOE OF SLOPE
EDGE OF PAVEMENT
EDGE OF PAVEMENT
4’ FIELD WIRE FENCE
TOE OF SLOPE
TOE OF SLOPETOE OF SLOPE
TOE OF SLOPE
TOE OF
SLOPE
TO
E
OF SLOP
E
TO
E
OF
SL
OP
E
COLUMN
STONE COLUMN
STONE
ED
GE
OF
PA
VE
ME
NT
ED
GE
OF
PA
VE
ME
NT
WITH HEADWALLS
MITERED END SECTION
TO
E
OF
SL
OP
E
6’ CHAIN LINK FENCE
PAP
ER
BO
X
ELEVATION = 107.02’
SITE BENCHMARK 2
14.1’
PRIV
ATE
RO
AD
WA
Y
RIGHT-OF-WAY
APPROXIMATE MAINTAINED
RIGHT-OF-WAY
APPROXIMATE MAINTAINED
RIGHT-OF-WAY
APPROXIMATE MAINTAINED RIGHT-OF-WAY
APPROXIMATE MAINTAINED
RIGHT-OF-WAY
APPROXIMATE MAINTAINED
RIG
HT-O
F-W
AY
AP
PR
OXIM
AT
E
RIG
HT-O
F-W
AY
AP
PR
OXIM
AT
E
FIR
C - 5
/8" P
ECI C
OR
P L
B288
T
ELEVATION = 115.72’
SITE BENCHMARK 3
GM
GMGM
GM
TV
TV
TC
B
TCB
TV
11/2/2012USER: 20090 J:\FDOT 2010 Projects\10002873500\roadway\autoturn-EXISTING.DGN4:45:43 PM
30
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEET
AUTOTURN DETAIL
MERIDIAN RD&RHODEN COVE
LEON COUNTY
INTERSECTION IMPROVEMENTS
MERIDIAN ROAD & RHODEN COVE ROAD
CONSTRUCTION PLANS FOR:
N
10 40
Feet
0
N
10 40
Feet
0
Nicholas A. Grosso, P.E. 71591
FBPE Certificate of Authorization No. 24
2639 N. Monroe Street, Bldg. C Tallahassee, Florida 32303
S-BUS-40AASHTO 2004 (US)
S-B
US-40
AAS
HTO 2
004 (U
S)
11.4
6ft
S-B
US-40
AAS
HTO 2
004 (U
S)
S-BUS-40AASHTO 2004 (US)
12.4
5ft
S-B
US-40
AAS
HTO 2
004 (U
S)
S-BUS-40AASHTO 2004 (US)
13.4
2ft
S-B
US-40
AAS
HTO 2
004 (U
S)
S-BUS-40AASHTO 2004 (US)
8.9
2ft
EXISTING ROAD CONDITIONSTURNING MOVEMENTS USING
EXISTING ROAD CONDITIONSTURNING MOVEMENTS USING
RIP RAP HEADWALL
RIP RAP HEADWALL
T
FL
OW
ERIN
G
DO
GW
OO
D
6"
FL
OW
ERIN
G
DO
GW
OO
D
3"
CH
ER
RY
4"
DOUBLE YELLOW SOLID LINE
SINGLE WHITE SOLID LINE
AM
ERIC
AN
EL
M
6"
AM
ERIC
AN
EL
M
18"
AM
ERIC
AN
EL
M
9"
AM
ERIC
AN
EL
M
5"
RIV
ER
BIR
CH
10"
RIV
ER
BIR
CH
2"
FL
OW
ERIN
G
DO
GW
OO
D
6"
SW
EE
TG
UM
26"
SW
EE
TG
UM
11"
SW
EE
TG
UM
10"
SW
EE
TG
UM
14"
SW
EE
TG
UM
7",1
3",1
6"
SW
EE
TG
UM
10"
SW
EE
TG
UM
16",1
3"
SW
EE
TG
UM
10",1
2"
SW
EE
TG
UM
2"
SW
EE
TG
UM
10",9
"
SW
EE
TG
UM
7"
SW
EE
TG
UM
10"
SW
EE
TG
UM
8"
SW
EE
TG
UM
5"
SW
EE
TG
UM
3"
SW
EE
TG
UM
10"
SW
EE
TG
UM
5"
SW
EE
TG
UM
9"
SW
EE
TG
UM
4"
SW
EE
TG
UM
11"
SW
EE
TG
UM
11"
SW
EE
TG
UM
11"
SW
EE
TG
UM
7"
SW
EE
TG
UM
8"
SW
EE
TG
UM
11"
SW
EE
TG
UM
9"
HIC
KO
RY
10"
LA
UR
EL
OA
K
20"
LA
UR
EL
OA
K
2"
LA
UR
EL
OA
K
25"
LO
BL
OLL
Y
PIN
E
12"
LO
BL
OLL
Y
PIN
E
9"
LO
BL
OLL
Y
PIN
E
25"
LO
BL
OLL
Y
PIN
E
20"
LIV
E
OA
K
14"
SO
UT
HE
RN
MA
GN
OLIA
2"
SA
ND
PIN
E
8"
SA
ND
PIN
E
8"
SA
ND
PIN
E
16"
SA
ND
PIN
E
3"
UN
KN
OW
N
TR
EE
2"
UN
KN
OW
N
TR
EE
3"
UN
KN
OW
N
TR
EE
2"
UN
KN
OW
N
TR
EE
3"
UN
KN
OW
N
TR
EE
11",6
",7
"
WA
TE
R
OA
K
19"
WA
TE
R
OA
K
WA
TE
R
OA
K
2"
WA
TE
R
OA
K
22"
WA
TE
R
OA
K
7"
WHIT
E
OA
K
11"
WHIT
E
OA
K
11"
WHIT
E
OA
K
15",1
6"
WHIT
E
MU
LB
ER
RY
3"
E
GM
RIV
ER
BIR
CH
7"
RIV
ER
BIR
CH
9"
RIV
ER
BIR
CH
2"
SW
EE
TG
UM
11"
SW
EE
TG
UM
21"
SW
EE
TG
UM
9"
SW
EE
TG
UM
12"
SW
EE
TG
UM
22"
SW
EE
TG
UM
17"
SW
EE
TG
UM
26"
SW
EE
TG
UM
19"
HIC
KO
RY
6"
HIC
KO
RY
5"
LIV
E
OA
K
29"
LIV
E
OA
K
28"
SO
UT
HE
RN
MA
GN
OLIA
6",2
"
SO
UT
HE
RN
MA
GN
OLIA
4"
MIM
OS
A
7"
CR
EP
E
MY
RTLE
CL
US
TE
R
2"
PRIV
ET
2"
SA
ND
PIN
E
26"
SA
ND
PIN
E
3"
SA
ND
PIN
E
2"
UN
KN
OW
N
TR
EE
4"
UN
KN
OW
N
TR
EE
8"
UN
KN
OW
N
TR
EE
3"
WA
TE
R
OA
K
7"
WA
TE
R
OA
K
15"
WA
TE
R
OA
K
8"
WA
TE
R
OA
K
4"
WA
TE
R
OA
K
20"
WA
TE
R
OA
K
12"
WA
TE
R
OA
K
2"
WA
TE
R
OA
K
2"
WA
TE
R
OA
K
16"
WA
TE
R
OA
K
26"
WA
TE
R
OA
K
24"
WA
TE
R
OA
K
16"
WA
TE
R
OA
K
17"
AM
ERIC
AN
EL
M
4"
AM
ERIC
AN
EL
M
3"
AM
ERIC
AN
EL
M
2"
AM
ERIC
AN
EL
M
3"
AM
ERIC
AN
EL
M
4"
AM
ERIC
AN
EL
M
4"
AM
ERIC
AN
EL
M
4"
AM
ERIC
AN
EL
M
3"
AM
ERIC
AN
EL
M
3"
AM
ERIC
AN
EL
M
4"
AM
ERIC
AN
EL
M
2"
AM
ERIC
AN
EL
M
3"
AM
ERIC
AN
EL
M
3"
AM
ERIC
AN
EL
M
3"
AM
ERIC
AN
EL
M
2"
AM
ERIC
AN
EL
M
3"
AM
ERIC
AN
EL
M
2"
AM
ERIC
AN
EL
M
5"
AM
ERIC
AN
EL
M
2"
AM
ERIC
AN
EL
M
7"
AM
ERIC
AN
EL
M
2"
AM
ERIC
AN
EL
M
4"
AM
ERIC
AN
EL
M
4"
AM
ERIC
AN
EL
M
3"
AM
ERIC
AN
EL
M
11"
AM
ERIC
AN
EL
M
7"
AM
ERIC
AN
EL
M
5"
AM
ERIC
AN
EL
M
11"
AM
ERIC
AN
EL
M
3"
AM
ERIC
AN
EL
M
5"
AM
ERIC
AN
EL
M
2"
AM
ERIC
AN
EL
M
2"
AM
ERIC
AN
EL
M
7"
AM
ERIC
AN
EL
M
4"
AM
ERIC
AN
EL
M
6"
AM
ERIC
AN
EL
M
5"
BA
Y
17"
BA
Y
11"
BA
Y
21"
BA
Y
2"
RIV
ER
BIR
CH
7"
RIV
ER
BIR
CH
3"
RIV
ER
BIR
CH
3"
RIV
ER
BIR
CH
3"
RIV
ER
BIR
CH
7"
RIV
ER
BIR
CH
7"
RIV
ER
BIR
CH
4"
RIV
ER
BIR
CH
2"
RIV
ER
BIR
CH
3"
RIV
ER
BIR
CH
4"
RIV
ER
BIR
CH
6"
RIV
ER
BIR
CH
2"
RIV
ER
BIR
CH
4"
RIV
ER
BIR
CH
2"
RIV
ER
BIR
CH
3"
RIV
ER
BIR
CH
5"
RIV
ER
BIR
CH
2"
RIV
ER
BIR
CH
4"
RIV
ER
BIR
CH
5"
RIV
ER
BIR
CH
6"
RIV
ER
BIR
CH
4"
RIV
ER
BIR
CH
5"
RIV
ER
BIR
CH
7"
RIV
ER
BIR
CH
3"
RIV
ER
BIR
CH
6"
RIV
ER
BIR
CH
5"
RIV
ER
BIR
CH
4"
RIV
ER
BIR
CH
5"
RIV
ER
BIR
CH
3"
RIV
ER
BIR
CH
6"
RIV
ER
BIR
CH
2"
RIV
ER
BIR
CH
3"
RIV
ER
BIR
CH
2"
RIV
ER
BIR
CH
4"
RIV
ER
BIR
CH
5"
RIV
ER
BIR
CH
3"
RIV
ER
BIR
CH
6,3
"
RIV
ER
BIR
CH
5"
RIV
ER
BIR
CH
2"
SW
EE
TG
UM
16"
SW
EE
TG
UM
4"
SW
EE
TG
UM
12"
SW
EE
TG
UM
13" S
WE
ET
GU
M
9"
SW
EE
TG
UM
9"
SW
EE
TG
UM
11" S
WE
ET
GU
M
12"
SW
EE
TG
UM
18"
SW
EE
TG
UM
18"
SW
EE
TG
UM
9"
SW
EE
TG
UM
10"
SW
EE
TG
UM
3"
SW
EE
TG
UM
7"
SW
EE
TG
UM
5"
SW
EE
TG
UM
12"
SW
EE
TG
UM
15"
SW
EE
TG
UM
3"
SW
EE
TG
UM
2"
SW
EE
TG
UM
3"
SW
EE
TG
UM
15"
SW
EE
TG
UM
8"
SW
EE
TG
UM
15"
SW
EE
TG
UM
18"
SW
EE
TG
UM
21"
SW
EE
TG
UM
10"
SW
EE
TG
UM
18"
SW
EE
TG
UM
16"
SW
EE
TG
UM
13"
SW
EE
TG
UM
20"
SW
EE
TG
UM
18"
SW
EE
TG
UM
3"
SW
EE
TG
UM
13"
SW
EE
TG
UM
8"
SW
EE
TG
UM
7"
SW
EE
TG
UM
2" S
WE
ET
GU
M
8"
SW
EE
TG
UM
10"
SW
EE
TG
UM
3"
SW
EE
TG
UM
5"
SW
EE
TG
UM
24"
SW
EE
TG
UM
7"
SW
EE
TG
UM
10"
SW
EE
TG
UM
23"
SW
EE
TG
UM
3"
SW
EE
TG
UM
3"
SW
EE
TG
UM
8"
SW
EE
TG
UM
12"
SW
EE
TG
UM
16"
SW
EE
TG
UM
5"
SW
EE
TG
UM
15"
SW
EE
TG
UM
3"
SW
EE
TG
UM
21"
SW
EE
TG
UM
9"
HIC
KO
RY
21"
HIC
KO
RY
18"
LA
UR
EL
OA
K
14"
LA
UR
EL
OA
K
7"
LA
UR
EL
OA
K
2"
LA
UR
EL
OA
K
4"
LO
BL
OLL
Y
PIN
E
24"
SO
UT
HE
RN
MA
GN
OLIA
4"
SO
UT
HE
RN
MA
GN
OLIA
3"
SO
UT
HE
RN
MA
GN
OLIA
4"
SO
UT
HE
RN
MA
GN
OLIA
2"
SO
UT
HE
RN
MA
GN
OLIA
2"
SO
UT
HE
RN
MA
GN
OLIA
24"
SO
UT
HE
RN
MA
GN
OLIA
21"
MIM
OS
A
3"
MIM
OS
A
2"
MIM
OS
A
2"
SA
ND
PIN
E
14"
SA
ND
PIN
E
7"
SA
ND
PIN
E
15"
SA
ND
PIN
E
10"
SA
ND
PIN
E
5"
SA
ND
PIN
E
19"
SA
ND
PIN
E
16"
SA
ND
PIN
E
18"
SA
ND
PIN
E
16"
SA
ND
PIN
E
6"
SA
ND
PIN
E
10"
SA
ND
PIN
E
4"
SA
ND
PIN
E
6"
SA
ND
PIN
E
4"
SA
ND
PIN
E
17"
SA
ND
PIN
E
6"
SA
ND
PIN
E
12"
SA
ND
PIN
E
20"
SA
ND
PIN
E
9"
SA
ND
PIN
E
14"
SA
ND
PIN
E
20"
SA
ND
PIN
E
9"
SA
ND
PIN
E
5"
SA
ND
PIN
E
17"
SA
ND
PIN
E
19"
SA
ND
PIN
E
19"
SA
ND
PIN
E
24"
SA
ND
PIN
E
2"
SA
ND
PIN
E
19",1
6"
SA
ND
PIN
E
19"
SA
ND
PIN
E
27"
BL
AC
K
TU
PE
LO
2"
BL
AC
K
TU
PE
LO
5"
BL
AC
K
TU
PE
LO
4"
BL
AC
K
TU
PE
LO
2"
BL
AC
K
TU
PE
LO
3"
BL
AC
K
TU
PE
LO
2"
BL
AC
K
TU
PE
LO
2"
BL
AC
K
TU
PE
LO
6"
UN
KN
OW
N
TR
EE
8"
UN
KN
OW
N
TR
EE
4"
UN
KN
OW
N
TR
EE
7"
UN
KN
OW
N
TR
EE
3"
UN
KN
OW
N
TR
EE
2"
UN
KN
OW
N
TR
EE
5"
UN
KN
OW
N
TR
EE
9",7
"
UN
KN
OW
N
TR
EE
9"
UN
KN
OW
N
TR
EE
6"
UN
KN
OW
N
TR
EE
4"
UN
KN
OW
N
TR
EE
3"
UN
KN
OW
N
TR
EE
4"
WA
TE
R
OA
K
25"
WA
TE
R
OA
K
17"
WA
TE
R
OA
K
14"
WA
TE
R
OA
K
28"
WA
TE
R
OA
K
14"
WA
TE
R
OA
K
5"
WA
TE
R
OA
K
18"
WA
TE
R
OA
K
23"
WA
TE
R
OA
K
9"
WA
TE
R
OA
K
19"
WA
TE
R
OA
K
23"
WA
TE
R
OA
K
3"
WA
TE
R
OA
K
3"
WA
TE
R
OA
K
3"
WA
TE
R
OA
K
6"
WA
TE
R
OA
K
6"
WA
TE
R
OA
K
3"
WA
TE
R
OA
K
2"
WA
TE
R
OA
K
7"
WA
TE
R
OA
K
2"
WA
TE
R
OA
K
5"
WA
TE
R
OA
K
7"
WA
TE
R
OA
K
6"
WA
TE
R
OA
K
6"
WA
TE
R
OA
K
13"
WA
TE
R
OA
K
7"
WA
TE
R
OA
K
2"
WA
TE
R
OA
K
2"
WA
TE
R
OA
K
11"
WA
TE
R
OA
K
3"
WA
TE
R
OA
K
5",5
"
WA
TE
R
OA
K
3"
WA
TE
R
OA
K
2"
WA
TE
R
OA
K
9"
WHIT
E
OA
K
11"
WHIT
E
OA
K
9"
WHIT
E
OA
K
7"
WHIT
E
OA
K
4"
WHIT
E
OA
K
7",4
"
WHIT
E
OA
K
5"
WHIT
E
OA
K
11"
TCB
AM
ERIC
AN
EL
M
4"
BA
Y
2"
RIV
ER
BIR
CH
2"
CA
MP
HO
R
3"
SW
EE
TG
UM
12"
SA
ND
PIN
E
13"
SA
ND
PIN
E
27"
BL
AC
K
TU
PE
LO
2"
UN
KN
OW
N
TR
EE
9"
WA
TE
R
OA
K
15"
BARBED WIRE FENCE REMAINS
BARBED WIRE FENCE REMAINS
BARBED WIRE FENCE REMAINS
12"X18" RCP
12"X18" RCP
WOODLINE
WETLAND FLAG 1
FLAG 2
WETLAND
WETLAND FLAG 3
WETLAND FLAG 4
PAVERS
SINGLE WHITE SOLID LINE
DOUBLE YELLOW SOLID LINE
SINGLE WHITE SOLID LINE
EDGE OF PAVEMENT
EDGE OF PAVEMENT
RCP (UNABLE TO DETERMINE SIZE)
CURB & GUTTERCURB & GUTTER
TOE OF SLOPETOE OF SLOPE
TOP OF BANK
TOE OF SLOPE
TOE OF SLOPE
TOE OF SLOPE
TOE OF SLOPE
TOP OF BANK
TOP OF BANK
TOP OF BANK
WOODLINE
BARBED WIRE FENCE REMAINS
EDGE OF PAVEMENT
TOE OF SLOPE
TOP OF BANK
EDGE OF PAVEMENT
INV = 95.78’
INV = 95.31’
INV = 95.72’
TOP = 98.42’
GRATE INLET
INV = 95.36’
TOP = 98.22’
GRATE INLET
TOP OF BANK
TOP OF BANK
TOE OF SLOPE
TOE OF SLOPE
TOP OF BANK
TOP OF BANK
TOE OF SLOPE
TOP OF BANK
DOUBLE YELLOW SOLID LINE
SINGLE WHITE SOLID LINE
4’ FIELD WIRE FENCE
4’ FIELD WIRE FENCE
6’
CH
AIN
LIN
K
FE
NC
E
UTILITY POLE AND 2 TELEPHONE PEDESTALS
TELEPHONE VAULT 2’X3’
11.5’
7’X7’ FIBERGLASS PAD
6’X2.5’ TELEPHONE CABINET
MERIDIAN ROAD - RIGHT-OF-WAY VARIESMERIDIAN ROAD - RIGHT-OF-WAY VARIES
BARRIER WALL
6" WIDE WOOD
TOP = 98.22’
SANITARY SEWER MANHOLE
ELEVATION = 98.64’
SITE BENCHMARK 1
14.1’
GATED ENTRANCE
WOODBROOK SUBDIVISION
AM
ERIC
AN
EL
M4"
AM
ERIC
AN
EL
M6"
AM
ERIC
AN
EL
M6"
AM
ERIC
AN
EL
M2"
AM
ERIC
AN
EL
M4"
AM
ERIC
AN
EL
M3"
AM
ERIC
AN
EL
M6"
AM
ERIC
AN
EL
M5"
AM
ERIC
AN
EL
M5"
AM
ERIC
AN
EL
M6"
AM
ERIC
AN
EL
M4"_
4"
AM
ERIC
AN
EL
M7"
AM
ERIC
AN
EL
M2"
AM
ERIC
AN
EL
M4"
AM
ERIC
AN
EL
M10"
AM
ERIC
AN
EL
M3"
BA
Y2"
BA
Y3"
RIV
ER
BIR
CH
6"
RIV
ER
BIR
CH
5"_
2"
RIV
ER
BIR
CH
3"_
4"
RIV
ER
BIR
CH
5"
RIV
ER
BIR
CH
5"
RIV
ER
BIR
CH
3"
RIV
ER
BIR
CH
5"
CA
BB
AG
E
PA
LM
9"
FL
OW
ERIN
G
DO
GW
OO
D3"
FL
OW
ERIN
G
DO
GW
OO
D3"
SW
EE
TG
UM
30"
SW
EE
TG
UM
5"
SW
EE
TG
UM
3"
SW
EE
TG
UM
21"
SW
EE
TG
UM
18"
SW
EE
TG
UM
17"
HIC
KO
RY3"
HIC
KO
RY5"
LA
UR
EL
OA
K14"
LA
UR
EL
OA
K12"
LA
UR
EL
OA
K13"
SO
UT
HE
RN
MA
GN
OLIA
24"
RE
D
MAP
LE5"_
6"
RE
D
MAP
LE3"_
4"
RE
D
MAP
LE5"_
3"
RE
D
MAP
LE5_
6_
7
RE
D
MAP
LE6"
RE
D
MAP
LE22"
SA
ND
PIN
E14"
SA
ND
PIN
E18"
SA
ND
PIN
E10"
SA
ND
PIN
E12"
SA
ND
PIN
E7"
SA
ND
PIN
E6"
SA
ND
PIN
E11"
UN
KN
OW
N
TR
EE12"
UN
KN
OW
N
TR
EE17"
UN
KN
OW
N
TR
EE14"
WA
TE
R
OA
K10"
WA
TE
R
OA
K18"
WA
TE
R
OA
K5"
WA
TE
R
OA
K5"
WA
TE
R
OA
K4"
WA
TE
R
OA
K10"
WA
TE
R
OA
K2"
TOE OF SLOPE
TOE OF SLOPE
TOE OF SLOPE
TOP OF BANK
TOP OF BANK
4’ FIELD WIRE FENCE REMAINS
BARBED WIRE FENCE REMAINS
BARBED WIRE FENCE REMAINS
TOP OF BANK
TOP OF BANK
TOE OF SLOPETOE OF SLOPE
TELEPHONE PEDESTAL
T
GM
TC
B
12 13 PI S
TA.
13
+38.9
3
14 PI S
TA.
14
+71.3
6
15 PI S
TA.
15
+91.5
5
16 17
N
MA
TC
HLIN
E S
TA.
17+
00.0
0
10 40
Feet
0
100’
100’
PROTECTION ZONE
CANOPY ROAD
PROTECTION ZONE
CANOPY ROAD
100’
100’
WIDENING LIMITS
� C
WETLANDSWETLANDS
WETLANDS
MAINTAINED R/W
MAINTAINED R/W
S-1
WARNING: GAS MAIN IN AREAS OF CONSTRUCTIONNOTES, SHEET 4)(SEE EROSION CONTROLSEDIMENT BARRIER
NOTES, SHEET 4)(SEE EROSION CONTROLINLET PROTECTION SYSTEM
SHEET 3)(SEE TREE PROTECTION NOTESTREE PROTECTION BARRICADE
LEGEND
CONTROL NOTES, SHEET 4)SILT FENCE (SEE EROSION
MITIGATION PLAN ON SHEET 3
INSTALL TREE BARRICADES PER
MITIGATION PLAN ON SHEET 3
INSTALL TREE BARRICADES PER
31
2/27/2013USER: 18050 J:\FDOT 2010 Projects\10002873500\roadway\PLANRD05-EC.DGN2:23:59 PM
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEET
EROSION CONTROL
MERIDIAN RD&RHODEN COVE
Nicholas A. Grosso, P.E. 71591
FBPE Certificate of Authorization No. 24
2639 N. Monroe Street, Bldg. C Tallahassee, Florida 32303
LEON COUNTY
INTERSECTION IMPROVEMENTS
MERIDIAN ROAD & RHODEN COVE ROAD
CONSTRUCTION PLANS FOR:
BM #2 - LEO 28 FLDNR - 30°32’24"(N), 84°19’38"(W), ELEVATION = 90.51’
BM #1 - I-10 74 A35 - 30°29’34.23327"(N), 84°16’38.51558"(W), ELEVATION = 238.12’
ELEVATIONS ARE BASED ON NAVD88 AND THE FOLLOWING BENCHMARKS WERE USED:
SURVEY PROVIDED BY: LM2 CONSULTING, INC.
WETLANDS
STA. 12+84.00 (¡ CONST.)BEGIN LANE TRANSITIONBEGIN CONSTRUCTIONBEGIN PROJECT
SURFACE WATERS
OF WETLANDS & OTHER
APPROXIMATE DIVISION
