Plans_Section_N.pdf
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FP ID NO.
ST THOMAS
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
DESIGNED
DPC-34(1)
Miami, FL 33126 Ph. (305) 514-3100
7650 Corporate Center Dr., Suite 300
Reference
Sheet
Sheet:
VETERANS DRIVE
U.S.V.I.
DEPARTMENT OF PUBLIC WORKSBRINCKERHOFF
PARSONS
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:28:34 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\index sheet.dgnMiguel
M. PAREDES
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
MAY, 2017
SHEET No. SHEET DESCRIPTIONSHEET NAME
INDEX OF STANDARD DRAWINGS
INDEX OF STANDARDS
SHEET No. SHEET DESCRIPTIONSHEET NAME
GENERAL INFORMATION FOR TCP THROUGH WORK ZONESINDEX600-10FDOTN-53
TURNOUTSINDEX515-17FDOTN-52
TURNOUTSINDEX515-4FDOTN-51
TURNOUTSINDEX515-3FDOTN-50
TURNOUTSINDEX515-2FDOTN-49
TURNOUTSINDEX515-1FDOTN-48
EMBANKMENT UTILIZATIONINDEX505-1FDOTN-47
REMOVAL OF ORGANIC AND PLASTIC MATERIALINDEX500-1FDOTN-46
TEMPORARY CONCRETE BARRIERINDEX415-7FDOTN-45
TEMPORARY CONCRETE BARRIERINDEX415-6FDOTN-44
TEMPORARY CONCRETE BARRIERINDEX415-5FDOTN-43
TEMPORARY CONCRETE BARRIERINDEX415-4FDOTN-42
TEMPORARY CONCRETE BARRIERINDEX415-3FDOTN-41
TEMPORARY CONCRETE BARRIERINDEX415-2FDOTN-40
TEMPORARY CONCRETE BARRIERINDEX415-1FDOTN-39
CURB & CURB AND GUTTERINDEX300-2FDOTN-38
CURB & CURB AND GUTTERINDEX300-1FDOTN-37
DITCH PAVEMENT & SODDINGINDEX281-2FDOTN-36
DITCH PAVEMENT & SODDINGINDEX281-1FDOTN-35
MISCELLANEOUS DRAINAGE DETAILSINDEX280-3FDOTN-34
MISCELLANEOUS DRAINAGE DETAILSINDEX280-2FDOTN-33
MISCELLANEOUS DRAINAGE DETAILSINDEX280-1FDOTN-32
LOOSE RIPRAP CHANNEL AT CULVERTSTD. E251-02FWAN-31
LOOSE RIPRAP AT CULVERTSTD. E251-01FWAN-30
DITCH BOTTOM INLET TYPES(C,D,E&H)INDEX232-7FDOTN-29
DITCH BOTTOM INLET TYPES(C,D,E&H)INDEX232-6FDOTN-28
DITCH BOTTOM INLET TYPES(C,D,E&H)INDEX232-5FDOTN-27
DITCH BOTTOM INLET TYPES(C,D,E&H)INDEX232-4FDOTN-26
DITCH BOTTOM INLET TYPES(C,D,E&H)INDEX232-3FDOTN-25
DITCH BOTTOM INLET TYPES(C,D,E&H)INDEX232-2FDOTN-24
DITCH BOTTOM INLET TYPES(C,D,E&H)INDEX232-1FDOTN-23
GUTTER INLET TYPE VINDEX221-2FDOTN-22
GUTTER INLET TYPE VINDEX221-1FDOTN-21
CURB INLET TYPE 7INDEX212FDOTN-20
CURB INLET TOPS TYPES 5&6INDEX211-5FDOTN-19
CURB INLET TOPS TYPES 5&6INDEX211-4FDOTN-18
CURB INLET TOPS TYPES 5&6INDEX211-3FDOTN-17
CURB INLET TOPS TYPES 5&6INDEX211-2FDOTN-16
CURB INLET TOPS TYPES 5&6INDEX211-1FDOTN-15
CURB INLET TOPS TYPES 1, 2, 3, AND 4INDEX210FDOTN-14
SUPPLEMENTARY DETAILS FOR MANHOLES AND INLETSINDEX201-5FDOTN-13
SUPPLEMENTARY DETAILS FOR MANHOLES AND INLETSINDEX201-4FDOTN-12
SUPPLEMENTARY DETAILS FOR MANHOLES AND INLETSINDEX201-3FDOTN-11
SUPPLEMENTARY DETAILS FOR MANHOLES AND INLETSINDEX201-2FDOTN-10
SUPPLEMENTARY DETAILS FOR MANHOLES AND INLETSINDEX201-1FDOTN-09
STRUCTURES BOTTOMS TYPE J AND PINDEX200-5FDOTN-08
STRUCTURES BOTTOMS TYPE J AND PINDEX200-4FDOTN-07
STRUCTURES BOTTOMS TYPE J AND PINDEX200-3FDOTN-06
STRUCTURES BOTTOMS TYPE J AND PINDEX200-2FDOTN-05
STRUCTURES BOTTOMS TYPE J AND PINDEX200-1FDOTN-04
TEMPORARY INLET PROTECTIONSTD. 157-2FWAN-03
SILT FENCESTD. 157-1FWAN-02
INDEX OF DRAWINGINDEX SHEETN-01
TURBIDITY BARRIERSINDEX103FDOTN-83
MISCELLANEOUS UTILITY DETAILSINDEX307-2FDOTN-82
MAST ARM ASSEMBLIESINDEX17745FDOTN-81
STANDARD ALUMINUM LIGHTINGINDEX17515FDOTN-80
TYPICAL SECTION FOR PLACEMENT OF SINGLE & MULTI-COLUMN SIGNSINDEX17302-1FDOTN-79
SINGLE COLUMN GROUND SIGNSINDEX11860-5FDOTN-78
SINGLE COLUMN GROUND SIGNSINDEX11860-4FDOTN-77
SINGLE COLUMN GROUND SIGNSINDEX11860-3FDOTN-76
SINGLE COLUMN GROUND SIGNSINDEX11860-2FDOTN-75
SINGLE COLUMN GROUND SIGNSINDEX11860-1FDOTN-74
ALUMINUM PEDESTRIAN /BICYCLE RAILINGINDEX862-8FDOTN-73
ALUMINUM PEDESTRIAN /BICYCLE RAILINGINDEX862-7FDOTN-72
ALUMINUM PEDESTRIAN /BICYCLE RAILINGINDEX862-6FDOTN-71
ALUMINUM PEDESTRIAN /BICYCLE RAILINGINDEX862-5FDOTN-70
ALUMINUM PEDESTRIAN /BICYCLE RAILINGINDEX862-4FDOTN-69
ALUMINUM PEDESTRIAN /BICYCLE RAILINGINDEX862-3FDOTN-68
ALUMINUM PEDESTRIAN /BICYCLE RAILINGINDEX862-2FDOTN-67
ALUMINUM PEDESTRIAN /BICYCLE RAILINGINDEX862-1FDOTN-66
TCP SINGLE LANE CLOSURE LAYOUT (WITH FLAGGERS)STD. ET635-6FWAN-65
DELINEATION AND SIGNING FOR UNMARKED PAVEMENTSSTD. ET635-3FWAN-64
TEMPORARY PAVEMENT MARKINGSSTD. ET635-2FWAN-63
TCP ADVANCE SIGNINGSTD. ET635-1FWAN-62
CONSTRUCTION TRAFFIC CONTROL SIGN MOUNTINGSTD. E635-1FWAN-61
PAVEMENT MARKERS IN NEUTRAL AREAS WITH RAISED PAVEMENT MARKERSSTD. E634-4FWAN-60
PAVEMENT MARKING WITH AND WITHOUT RAISED PAVEMENT MARKERSSTD. E634-3FWAN-59
RAISED PAVEMENT MARKERSSTD. E634-2FWAN-58
PAVEMENT MARKINGS SYMBOLS AND WORDSSTD. E634-1FWAN-57
CONCRETE SIDEWALKSTD. E615-01FWAN-56
PAVED WATERWAY, TYPE 4 (CONCRETE)STD. E608FWAN-55
CONCRETE PIPE CULVERT INSTALLATIONSTD. E602-7FWAN-54
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:28:35 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\STD. 157-1.dgnMiguel
ENGINEER OF RECORD
MAY, 2017
U.S.CUSTOMARY STANDARD
STANDARD
NO SCALE
FEDERAL LANDS HIGHWAY
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
STANDARD APPROVED FOR USE 6/2005
SILT FENCE
157-1
6 FT. (MAX.) SPACING WITHOUT FENCE SUPPORT.
10 FT. (MAX.) SPACING WITH FENCE SUPPORT.4.
AROUND THE ENDS.
OF SILT FENCE UPGRADE TO PREVENT WATER FROM RUNNING
INSTALL SILT FENCE ALONG GROUND CONTOURS. CURVE ENDS3.
AND DOES NOT SLIDE DOWN, SUPPORTING POSTS.
ALL TYPES MUST ENSURE SILT FENCE REMAINS ATTACHED TO,
FOR INSTALLATION PROCEDURES.
SATISFIED. FOLLOW MANUFACTURER'S RECOMMENDATIONS
BE ALLOWED AS LONG AS SPECIFIED DIMENSIONS ARE
ALTERNATE PREASSEMBLED SILT FENCE OPTIONS WILL2.
CONTROL PLAN.
CONDITIONS ONLY WHEN SPECIFIED ON EROSION
USE DRAINAGE DITCH INSTALLATION FOR LOW FLOW1.
NOTE:
Varies
Varies fo r s p a c in g
S e e n o te
Fi ll slo pe around the end of the silt fence prevent water from flowing
Provide sufficient length to
Flow
Flow
T o e o f s lo p e
Flow
Limits of clearing
Flow
Support mesh
Backfilled and compacted soil
Steel or wood post
PLAN
ELEVATION
See Note 4 for spacing
(undisturbed)
Existing ground
Geotextile
DRAFT 03/2014
REVISED: 6/2007
M I N
M I N
M I N
MIN.
4"
6" MIN. TRENCH
POST AND GEOTEXTILE INSTALLATION DETAIL
SILT FENCE INSTALLATION AT TOE OF FILL
See Note 1
SILT FENCE INSTALLATION IN A DRAINAGE DITCH
SILT FENCE
SHEET 1 OF 2
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:28:36 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\STD. 157-2.dgnMiguel
ENGINEER OF RECORD
MAY, 2017
TEMPORARY INLET PROTECTION
STANDARD
U.S. CUSTOMARY STANDARD
FEDERAL LANDS HIGHWAY
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
STANDARD APPROVED FOR USE 6/2005
REVISED:
INLET PROTECTION
TEMPORARY
157-2
NOTE:
SILT FENCE DROP INLET PROTECTION (TYPE A)
DROP INLET PROTECTION (TYPE B)
GRAVEL AND WIRE MESH
BLOCK AND GRAVEL DROP INLET PROTECTION (TYPE C)
BLOCK AND GRAVEL (TYPE D)
CURB INLET PROTECTION,
WOODEN WEIR (TYPE E)
CURB INLET PROTECTION,
SECTION A-A
SECTION B-B
SECTION C-C
water
Filtered alternate weight
Sand bag or
Extend mesh
CAUSE INCONVENIENCE OR DAMAGE.
DO NOT USE WHERE PONDING AROUND THE STRUCTURE MIGHT
HEAVY CONCENTRATED FLOWS ARE NOT EXPECTED.
USE TYPE B INLET PROTECTION ONLY IN SUMP LOCATIONS WHERE
USE TYPE A INLET PROTECTION IN SUMP LOCATIONS ONLY.
Wire mesh
Wire mesh Concrete block
Wire mesh Wire mesh
Wire mesh
Drop inlet with grate
Overflow water
Filtered
Accumulated sediment
Sediment laden runoff
Filtered water
Curb inlet
Concrete block
Gravel filter
Accumulated sediment
Sediment laden runoff
Filtered water
Curb inlet
Curb inlet
Sandbag (typ.)
Wire mesh entire opening length)
Gravel (extends across
Wire mesh
Gravel filter
Overflow
C
C
B
B
A A
Gravel filter below ground line
Bury geotextile to a to retain concrete blocks
Geotextile
Frame
Drop inlet with grate
Gather excess at corners
Gravel filter
Sediment laden runoff
Accumulated sediment
Emergency overflow
NO SCALE
3.
2.
1.
SHEET 2 OF 2
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:28:36 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX200-1.dgnMiguel
ENGINEER OF RECORD
MAY, 2017
STRUCTURES BOTTOMS
TYPE J AND P
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:28:48 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX200-2.dgnMiguel
ENGINEER OF RECORD
MAY, 2017
STRUCTURES BOTTOMS
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:29:00 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX200-3.dgnMiguel
ENGINEER OF RECORD
MAY, 2017
STRUCTURES BOTTOMS
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:29:11 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX200-4.dgnMiguel
ENGINEER OF RECORD
MAY, 2017
SHEET 4 OF 5
INDEX No. 200
2014 FDOT DESIGN STANDARD
SHORT-WAY LONG-WAY
DEPTH
SLAB
DEPTH
SLAB
(BARS A)
SCHEDULE
(BARS B)
SCHEDULE
SIZE: 3'-6" x UNLIMITED
SIZE: 4' x UNLIMITED
SIZE: 5' x 5'
SIZE: 5' x 6'
SIZE: 5' x 7'
SIZE: 5' x 8'
SIZE: 5' x 9'
SIZE: 5' x UNLIMITED
B10
B5.5
C6.5
D7
B10
B5.58' < 13'
13' < 31'
31' - 40'
24' - 40'
B10
B5.5
C6.5
C6.5
E5
C6.5
29' - 40'
15' < 29'
B5.5
C6.5
D7
7' < 19'
19' < 31'
B5.5
C6.5
D7
E5
C6.5
D7
D4.5
E529' - 40'29' - 40'
3' < 7'
7' < 22'
22' < 29'
3' < 13'
13' < 22'
22' < 29'
C6.5
D7
E5
C6.5
D4.5
C3.5
B5.5
E5
12' < 26'
26' - 40'
3' < 9'
9' < 23'
23' < 35'
35' - 40'
E5
C6.5
D7
F5
D4.5
C3.5
B5.5
10' < 20'
20' < 34'
10' < 31'
31' - 40'
E5
C6.5
D7
F5
B10
B5.5
C6.5
C3.5
13' < 24'
7' < 13'
24' - 40' 25' - 40'
17' < 25'
8' < 17'
E5
C6.5
D7
F5
B10
B5.5
C6.5
C3.5
8' < 14'
E5
C6.5
D7
F5
B10
B5.5
C6.5
C3.5
8' < 14'
14' < 25'
14' < 25'
14' < 24'
14' < 24'
24' < 34'
34' - 40'
24' < 34'
34' - 40'25' - 40'
25' - 40'
34' - 40'
31' - 40'
LONG-WAYSHORT-WAY LONG-WAYSHORT-WAY
DEPTH
SLAB
DEPTH
SLAB DEPTH
SLAB
DEPTH
SLAB
DEPTH
SLAB
(BARS A)
SCHEDULE
(BARS B)
SCHEDULE
(BARS A)
SCHEDULE
(BARS B)
SCHEDULE
SIZE: 3'-6" DIAMETERSIZE: 8' X 8'SIZE: 6' X 6'
THICKNESS
SLAB
SCHEDULE
(2-WAY)
REINF.
SIZE: 4'-0" DIAMETER
SIZE: 5'-0" DIAMETER
SIZE: 6'-0" DIAMETER
SIZE: 7'-0" DIAMETER
SIZE: 8'-0" DIAMETER
SIZE: 10'-0" DIAMETER
SIZE: 12'-0" DIAMETER
SIZE: 7' x 9'
SIZE: 7' x 8'
SIZE: 7' x 7'
SIZE: 6' x UNLIMITED
SIZE: 6' x 8'
SIZE: 6' x 9'
SIZE: 6' x 7' SIZE: 8' X 9'
SIZE: 9' X 9'
SIZE: 10' X 10' X 10" SLAB THICKNESS
SIZE: 12' X 12' X 12" SLAB THICKNESS
C6.5
A6
B5.5
A6
B5.5
C6.5
B5.5
C6.5
B5.5
C6.5
D7
D4.5
D4.5
D4.5
D4.5
D4.5
D4.5
C3.5
C3.5
G3.5
G3.5
G3.5
F5
F5
F5
F3.5
F3.5
E5
E5
E5
E5
E5
E3
E3
10"
10"
10"
10"
10"
10"
10"
10"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
10"
8"
12"
6" PRECAST
SIZE: 9' X 9' X 10" SLAB THICKNESS
C3.5
D4.5
E5
E3
F5
C6.5
D7
E5
D7
E5
F5
D4.5
G3.5
E5
F5
F3.5
10' < 18'
C6.5
C3.5
E5
D4.5
E3
F5
C6.5
D7
E5
D7
E5
F5
G3.5
D4.5
G3.5
F5
F3.5
D7
E3
F5
8' < 14'8' < 16'
C6.5
C3.5
B5.5
D4.5
E5
E3
C6.5
D7
E5
F5
G5
D7
E5
F5
G3.5
E5
F3.5
D4
8' < 14'
F5
G5 G3.5
F3.5
D7
E5
F5
G5
D4.5
E5
G3.5
F5
C6.5
10' < 18'
D7
E5
F5
G5
E5
F5
D7
G5
H4
8' < 14'
C6.5
B5.5
C3.5
D4.5
E5
D7
E5
F5
G5
8' < 14' 8' < 14'
C6.5
B5.5
C3.5
D4.5
E5
D7
E5
F5
G5
8' < 14' 8' < 14'
C6.5
C3.5
F3.5
D4.5
G3.5
E3
C6.5
D7
E5
F5
C6.5
C3.5
F3.5
D4.5
G3.5
E3
C6.5
D7
E5
F5
G5
C6.5
C3.5
F3.5
D4.5
F5
E5
D7
E5
F5
G5
14' < 24'
14' < 24'
14' < 22'
14' < 23'
14' < 22'
14' < 21'
14' < 21'
14' < 21'
24' - 34'
24' - 34'
6' < 13'
13' < 22'
22' < 35'
35' - 40'
16' < 28'
28' - 40'
13' < 23'
23' - 40' 18' < 27'
27' < 33'
33' < 40'
8' < 12'
12' < 21'
21' < 28'
28' < 35'
35' - 40'
6' < 11'
11' < 17'
17' < 22'
22' < 32'
21' < 25'
21' < 25'
4' < 7'
7' < 11'
11' < 22
22' < 32'
32' - 40'
8' < 15'
15' < 26'
26' - 40'
5' < 11'
11' < 19'
19' < 30'
30' - 40'
5' < 8'
8' < 13'
13' < 22'
22' < 30'
30' - 40'
9' < 15'
15' < 25'
25' - 34'
7' < 10'
10' < 14'
21' < 29'
29' - 34'
32' - 40'
25' - 34'
25' - 34' 25' - 35'
16' < 25'
10' < 16'
27' - 32'
18' < 27'
22' < 30'
30' - 35'
22' - 32'
9' < 15'
15' < 22'
6' < 9'7' < 10'
7' < 10'
7' < 9'
9' < 15'
15' < 20'
20' < 23'
23' - 31'
23' - 31'
10' < 17'
17' < 22'
22' < 31'
18' < 26'
13' < 18'
8' < 13'
20' < 28'
12' < 20'
19' < 29'
16' < 19'
10' < 16'
8' < 16'
16' < 23'
23' < 27'
9' < 15'
15' < 22'
22' < 30'
26' < 35'
15' < 26'
19' < 30'
0.5' < 30'9' < 13'
13' < 18'
18' < 23'
10' < 19'
22' < 36'
19' - 30'
23' - 30'
26' - 40'
28' - 40'
29' - 40'
27' - 40'
30' - 40'
35' - 40'
30' - 40'
2' - 15'
30' - 40'
36' - 40' 31' - 40'
SLAB AND WALL DESIGN TABLE NOTES
SIZE IS THE INSIDE DIMENSION(S) OF A STRUCTURE.1.
SLAB DEPTH IS MEASURED FROM FINISHED GRADE TO TOP OF SLAB.4.
LENGTHS EXCEEDING 5', OR 10' FOR WALL LENGTHS EXCEEDING 12".
BOTTOM OF UPPER SLAB. MAXIMUM WALL HEIGHT IS 12' FOR WALL
WALL HEIGHT IS THE DISTANCE BETWEEN TOP OF LOWER SLAB TO6.
INSIDE AND OUTSIDE FACES FOR EACH LAYER.
(SEE TABLE 8) WITH 2" OF COVER FROM THE HORIZONTAL BARS TO THE
WALL LENGTHS EXCEEDING 6'-0" REQUIRE TWO LAYERS OF REINFORCING7.
TABLE 8, 12'-0" DIAMETER REQUIRE A SPECIAL DESIGN.
WALL LENGTHS EXCEEDING THE DIMENSIONS OR DEPTHS SHOWN IN8.
THE SAME FOR BOTH LONG AND SHORT SIDES.
WALL THICKNESS AND REINFORCING FOR RECTANGULAR STRUCTURES IS9.
WHEN LARGER AREAS OF REINFORCING ARE SUBSTITUTED.
A6. SEE INDEX 201, SHEET 4 FOR ALLOWABLE BAR SPACING ADJUSTMENTS
EXCEPT THAT SCHEDULE B10 MAY NOT BE SUBSTITUTED FOR SCHEDULE
SUBSTITUTED FOR SCHEDULES WITH SMALLER BAR OR WIRE SPACING,
REINFORCING SCHEDULES WITH LARGER AREAS OF STEEL MAY BE10.
BOTTOM SLABS.
SLAB REINFORCEMENT IS APPROPRIATE FOR TOP, INTERMEDIATE, AND2.
15' DEPTH OR LESS, MAY BE 6" THICK.
BOTTOM SLABS FOR PRECAST 3'-6" x 3'-6" RECTANGULAR STRUCTURE AT3.
AND TO THE TOP OF THE INTERMEDIATE SLAB FOR RISERS.
WALL DEPTH IS MEASURED TO THE TOP OF THE BOTTOM SLAB FOR BOXES5.
STRUCTURES (TABLE 7)
SLAB DESIGNS - ROUND
(ALL SLAB 8" THICK EXCEPT AS NOTED - REINFORCING PARALLEL TO SHORT WAY AND LONG WAY)
SLAB DESIGNS - SQUARE AND RECTANGULAR STRUCTURES (TABLE 6)
≥ 0.5 < 8'
≥ 0.5 < 6'
≥ 0.5 < 13' ≥ 0.5 < 10'
≥ 0.5 < 6'
≥ 0.5 < 8'
≥ 0.5 < 8'
≥ 0.5 < 14'
≥ 0.5 < 14'
≥ 0.5 < 8'
≥ 0.5 < 8'≥ 0.5 < 7'
≥ 0.5 < 10'≥ 0.5 < 10'
≥ 0.5 < 12' ≥ 0.5 < 3'
≥ 0.5 < 8'
≥ 0.5 < 8'
≥ 0.5 < 8'
≥ 0.5 < 3' ≥ 0.5 < 3'
≥ 0.5 < 7' ≥ 0.5 < 15'
≥ 0.5 < 8' ≥ 0.5 < 24'
≥ 0.5 < 8'
≥ 0.5 < 4'
≥ 0.5 < 8'
≥ 0.5 < 5'
≥ 0.5 < 7'≥ 0.5 < 9'
≥ 0.5 < 5'
≥ 0.5 < 10' ≥ 0.5 < 8'
≥ 0.5 < 6'≥ 0.5 < 7'
≥ 0.5 < 7'≥ 0.5 < 8'
≥ 0.5 < 8' ≥ 0.5 < 7'
≥ 0.5 < 9'≥ 0.5 < 10'
≥ 0.5 < 19'
≥ 0.5 < 15'
≥ 0.5 < 9'
≥ 0.5 < 8'
≥ 0.5 < 10'
≥ 0.5 < 8'
≥ 0.5 < 12'
STRUCTURES BOTTOMS
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:29:12 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX200-5.dgnMiguel
ENGINEER OF RECORD
MAY, 2017
(ALTERNATE B)
WALL REINFORCING SPLICE DETAILS
(DOUBLE LAYER WALL REINF.)
HALF PLAN
(SINGLE LAYER WALL REINF.)
HALF PLAN
2014 FDOT DESIGN STANDARD SHEET 5 OF 5
INDEX No. 200
12" #6'S)
FOR #4'S, 10" FOR #5'S,
HOOKS AT CORNERS (8"
WITH STANDARD 90°
OPTION 2 LAP SPLICE:
PLUS 2" FOR WWF)
VERTICAL WIRE SPACING
(30 BAR DIAMETERS OR
AT QUARTER POINT
OPTION 1 LAP SPLICE:
(TYP.)
3" CLEAR
SPACES PLUS 2" FOR WWF)
THAN TWO VERTICAL WIRE
DIAMETERS, BUT NOT LESS
CORNER SPLICE BAR (30 BAR
OPTION 3 LAP SPLICE:
WALL REINFORCING
DOUBLE LAYER
(OUTSIDE)
2" CLEAR
STRUCTURE WALL
WALL REINFORCING
SINGLE LAYER
(WALL LENGTH)
L
L / 4
(INSIDE)
2" CLEAR
A12
A6
B10
C6.5
B5.5
C3.52
D7
D4.5
E5
E3
F5
F3.5
G5
G3.5
H4
0.20
0.24
0.37
0.24
0.53
1.06
1.45
0.20
0.37
0.53
0.73
0.73
1.06
1.45
1.75
5 1/2
6 1/2
3 1/2
4 1/2
3 1/2
3 1/2
8 8
4 4
4 4
3 3
3 3
4 1/2
7 1/2
2 1/2
3 1/2
S C
H E
D U L E
(in². / ft.)
AREA
GRADE 60
(in.)
BARS
GR 60
(in.)
65 KSI
WWR EQUIV. AREA*
MAXIMIUM SPACING
(in.)
70 KSI
WELDED WIRE REINFORCING
GRADE 60 BARS OR 65 KSI & 70 KSI
REINFORCING SCHEDULE
SIZE: 10'-0" (PRECAST ONLY)
SIZE: 12'-0" (PRECAST ONLY)
SIZE: 16'-0" (PRECAST ONLY)
SIZE: 20'-0" (PRECAST ONLY)
REINFORCING
VERTICAL
REINFORCING
HORIZONTAL
T H
IC
K N
E S S
W A
L L
DEPTH
WALL
DEPTH
WALL
SCHEDULESCHEDULE
8"
8"
8"
8"
F5
D7
F5
D7
INSIDE OUTSIDEINSIDE OUTSIDE
INSIDE OUTSIDE INSIDE OUTSIDE
INSIDE OUTSIDEINSIDE OUTSIDE
INSIDE OUTSIDE INSIDE OUTSIDE
INSIDE OUTSIDEINSIDE OUTSIDE
D7
C6.5 9"
INSIDE OUTSIDEINSIDE OUTSIDE
8"
INSIDE OUTSIDE INSIDE OUTSIDE
D7D7
C6.5C6.5
F5 F5
F5 F5
E5E5
E5E5
G5G5
D4.5 D4.5
F5F5
E5E5
G5G5
D7D7
F5
D7
F5
D7
E5E5
G5G5
D4.5 D4.5
F5
D7
F5
D7
E5E5
G5G5
F5F5
E5E5
G5G5
D4.5 D4.5
10"
10"
10"
10"
9"
9"
9"
9"
9"
9"
9"
9"
9"
9"
9"
9"
9"
10"
10"
10"
10"
E5
D7
C6.5
E5
D7
C6.5
E5
D7
C6.5
E5
D7
C6.5
E5
F5
D7
E5
F5
C6.5
D7
C6.5
E5
F5
D7
E5
F5
C6.5
D7
C6.5
D7
C6.5
D7
C6.5
D7
C6.5
B10 B10
13' - 25'
=1.17' < 8'
8' < 13'
=1.17' < 10'
=1.17' < 10'
=1.17' < 11'
=1.17' < 12'
=1.17' < 14'
=1.17' < 8'
=1.17' < 8'
=1.17' < 10'
=1.17' < 10'
=1.17' < 13'
=1.17' < 9'
8' < 12'
12' < 19'
9' - 25'
8' < 12'
12' < 20'
20' - 30'
19' < 27'
27' - 35'
13' < 19'
9' < 13'
18' < 25'
25' - 35'
10' < 18'
11' < 20'
27' - 35'
12' < 24'
24' - 40'
14' < 25'
25' - 40'
20' < 28'
17' - 30'
10' < 17'
13' < 20'
20' < 28'
28' - 40'
32' - 40'
23' < 32'
17' < 23'
10' < 17'
10' < 17'
17' < 24'
26' < 40'
24' - 40'
B10 B10
26' < 40' D7 D7
SIZE: 12'-0"
SIZE: 20'-0"
REINFORCING
VERTICAL
REINFORCING
HORIZONTAL
T H
IC
K N
E S S
W A
L L
DEPTH
WALL
DEPTH
WALL
SCHEDULESCHEDULE
SIZE: 3'-6' & RISERS
SIZE: 4'-0"
SIZE: 5'-0"
SIZE: 6'-0"
SIZE: 7'-0"
SIZE: 8'-0"
SIZE: 9'-0"
SIZE: 10'-0"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
10"
E5
F5
D7
F5
E5
F5
D7
F5
E5
F5
D7
E5
F5
D7
E5
F5
D7
E5
F5
D7
E5
D7
E5
D7
D7D7
B5.5
C6.5
D4.5
C3.5
E3
B5.5
C6.5
D4.5
C3.5
B5.5
C6.5
C3.5
D4.5
C3.5
E3
B10
B10
B5.5
C6.5
B5.5
C6.5
B5.5
C6.5
B5.5
C6.5
B10 B10
C6.5 C6.5
INSIDE OUTSIDEINSIDE OUTSIDE
INSIDE OUTSIDE INSIDE OUTSIDE
INSIDE OUTSIDEINSIDE OUTSIDE
INSIDE OUTSIDE INSIDE OUTSIDE
INSIDE OUTSIDEINSIDE OUTSIDE
=1.17' < 10' =1.17' < 10'
=1.17' < 12'
=1.17' < 20'
=1.17' < 25'
=1.17' < 10'
=1.17' < 6'
=1.17' < 5'
=1.17' < 9'
=1.17' < 7'
=1.17' < 6'
=1.17' < 8'
=1.17' < 26'
=1.17' < 40'
=1.17' < 40'
=1.17' < 40'
D7
B10
C6.5
C6.5
D7
B10
C6.5
C6.5
D7
C6.5
A12
D7
C6.5
A12
C6.5
A12
C6.5
A12
A12A12
A12A12
A12
B10B10
A12
A12
A12 6"/8"
6"/8"
6"/8"
6"/8"
6"/8"
6"/8"
6"/8"
6"/8"
6"/8"
6"/8"
6"/8"
6"/8"
6"/8"
6"/8"
6"/8"
8"
10' < 18'
18' < 29'
29' - 40'
28' - 40'
22" - 40'
26' - 40'
30' - 40'
31' - 40'
23' - 40'
26' - 40'
6' < 10'
7' < 10'
10' < 20'
10' < 20'
20' < 28'
9' < 15'
15' < 22'
15' < 26'
15' < 23'
5' < 9'
9' < 15'
20' < 30'
22' < 31'
13' < 22'
6' < 13'
8' < 15'
10' < 17'
17' < 26'
26' - 40'
21' < 26'
10' < 21'
28' - 40'
12' < 28'
20' - 40'
26' - 40'
26' - 40'
WALL DESIGNS - RECTANGULAR STRUCTURES (TABLE 8)
STRUCTURES BOTTOMS
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:29:12 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX201-1.dgnMiguel
ENGINEER OF RECORD
MAY, 2017 SHEET 1 OF 5
SUPPLEMENTARY DETAILS
FOR MANHOLES & INLETS
USVI
SEWER
STORM
SEWER
STORM
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:29:25 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX201-2.dgnMiguel
ENGINEER OF RECORD
MAY, 2017 SHEET 2 OF 5
SUPPLEMENTARY DETAILS
FOR MANHOLES & INLETS 10
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:29:38 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX201-3.dgnMiguel
ENGINEER OF RECORD
MAY, 2017 SHEET 3 OF 5
FOR MANHOLES & INLETS 11
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:29:48 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX201-4.dgnMiguel
ENGINEER OF RECORD
MAY, 2017 SHEET 4 OF 5
FOR MANHOLES & INLETS 12
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:30:03 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX201-5.dgnMiguel
ENGINEER OF RECORD
MAY, 2017 SHEET 5 OF 5
FOR MANHOLES & INLETS 13
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:30:14 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX210.dgnMiguel
ENGINEER OF RECORD
MAY, 2017 SHEET 1 OF 1
CURB INLET TOPS
TYPES 1, 2, 3, AND 4 14
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:33:36 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX211-1.dgnMiguel
ENGINEER OF RECORD
MAY, 2017
INLET TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR INLETS (CURB) (TYPE_), EACH. 13.
GROUTED IN ACCORDANCE WITH THE GROUTING DETAIL SHOWN ON SHEET 5, IN LIEU OF TACK WELDING.
STEEL FRAME OR THE GALVANIZED STEEL GRATE AND FRAME MUST BE USED. GRATES ARE TO BE
WHEN ALTERNATE "G" GRATE IS SPECIFIED IN THE PLANS EITHER THE CAST IRON GRATE AND GALVANIZED12.
EITHER CAST IRON GRATES OR STEEL GRATES MAY BE USED.11.
ALL STEEL USED FOR FRAME AND GRATE SHALL MEET THE REQUIREMENTS OF ASTM A36/A36M.10.
SEE INDEX No. 201 FOR SUPPLEMENTAL DETAILS.9.
CURB OVER THE GUTTER TRANSITION LENGTH TO MATCH THE FACE OF THE INLET (TYPE F).
LOCATE INLET OUTSIDE OF PEDESTRIAN CROSSWALKS. FOR TYPE E CURB, TRANSITION THE SHAPE OF THE
THESE INLET TOPS ARE DESIGNED FOR USE WITH STANDARD CURB AND GUTTER TYPE E AND TYPE F8.
TYPE J BOTTOMS WITH 3'-6" SQUARE (TYPE B), 3'-6" OR 4' ROUND (TYPE A) RISERS OR TOP SLAB OPENINGS.
FOR INLET BOTTOMS SEE INDEX No. 200, INLET TOPS ARE TO BE USED WITH TYPE P BOTTOM, OR 7.
FILLETS FLUSH WITH DRAIN THROAT BOTTOM AND MATCH SLOPE.
CONJUNCTION WITH CIRCULAR INLET BOTTOMS OR SKEWED RECTANGULAR INLET BOXES. FINISH TOP OF
CORNER FILLETS ARE REQUIRED AT INLET OPENING FOR PRECAST UNIT OR C-I-P UNITS USED IN6.
449 OF THE SPECIFICATIONS.
CONCRETE FOR PRECAST UNITS, MANUFACTURED IN PLANTS WHICH MEET THE REQUIREMENTS OF SECTION
CONCRETE MEETING THE REQUIREMENTS OF ASTM C478 (4000 psi) MAY BE USED IN LIEU OF CLASS II5.
DRAWING APPROVAL SHALL BE DIRECTED TO THE STATE DRAINAGE ENGINEER.
DIMENSIONS SHOWN OR IN ACCORDANCE WITH APPROVED SHOP DRAWING'S. REQUEST FOR SHOP
INLET TOPS SHALL BE EITHER CAST-IN-PLACE OR CONCRETE. PRECAST UNITS SHALL CONFORM TO THE4.
SEE SHEET 4 FOR EQUIVALENT AREA WELDED WIRE REINFORCEMENT DETAILS.
ALL REINFORCING STEEL TO BE GRADE 60 BARS WITH 1 1/4" MINIMUM COVER UNLESS OTHERWISE SHOWN,3.
THE INLET DETAILS ACCORDINGLY. BEND STEEL WHEN NECESSARY.
FOR INLETS CONSTRUCTED ON A CURVE, REFER TO THE PLANS TO DETERMINE THE RADIUS, AND MODIFY2.
AND GRADE OF THE PROPOSED SIDEWALK AND/OR BORDER.
THE FINISHED GRADE AND SLOPE OF THE INLET TOPS ARE TO CONFRONT WITH THE FINISHED CROSS SLOPE1.H
H
G
G
F
F
E
E
D
D
C
C
C
C
A A
Q Q
L L
L
3" GRATE RECESS
L L
B B
INLET OR RISER
L
(CURB INLET TYPE 6 SYMMETRICAL WITH LEFT HALF)
SKETCH SHOWING FRAME SEAT AND THROAT RECESS
TOP VIEW
SECTION BB
GENERAL NOTES
(AT ¡ INLET)
SECTION AA
INLET TYPE 5
BARS 4D (BOTTOM) @ 6" SP.
BARS 4B (TOP) @ 6" SP.
6"
6"
.2
BARS 4A & 4C @ 5" SP.
CONTROL LINE
TOP OF CURB
C INLET
FOR C-I-P INLETS
6" � CONCRETE POST
BARS 4A
BARS 4S
2 ~ BARS 4J
BARS 4H
BARS 4F @ 12" SP.
(TIED TO BARS 4A)
BARS 4E @ 5" BOTTOM
ABOUT C)
C INLET (TYPE 6 SYMMETRICAL
CORNER FILLETS (SEE NOTE 6)
BARS 4K (FOR FILLETS ONLY)
BAR 4E
BAR 4L
FIELD BEND)
BARS 4B (VERT. FACE,
ABOUT C)
C INLET (TYPE 6 SYMETRICAL
2 ~ BARS 4J
OUTLINE OF GRATE
¾" CHAMFER OR 1 ¼" RADIUS
FOR C-P-I INLETS
6" CONCRETE POST
CURB CONTROL LINE)
9" (10" BELOW TOP OF
TRANSITION
TYPE E CURB
TRANSITION
TYPE F CURB
TYP
E
GUTTER TRANSITION
3'-0"
2'-6"
8'-0"
GUTTER TRANSITION
3'-0"
N O
S E
PRECAST INLETS
C-I-P INLETS
3"
6"
6"
6"
3'-6"
5'-9" 4'-9"
BARS 4S @ 8"
9"
4 ½"4 ½"
½
½
BARS 4A ~ 24 SP. @ 5" = 10'-0" 2 ½"3 ½"
TYP.
12"
(SEE NOTE 8)
TYPE E OR F CURB
GUTTER TRANSTION
3'-0"
4'-9"
INLET THROAT TRANSITION
5'-9"
GUTTER TRANSITION
3'-0"
CURB (SEE NOTE 8)
TYPE E OR F
AS CURB & GUTTER
TO BE PAID FOR
LIMIT OF INLET CONST. (SEE NOTE 13)
AS CURB & GUTTER
TO BE PAID FOR
FACE, FIELD BEND)
BARS 4B (VERT.
(TYPE 6 SYMMETRICAL ABOUT ¡)
TYPE 5 &
6 INLET
¡ INLET
C INLET (TYPE 6 SYMMETRICAL ABOUT ¡)
SHEET 1 OF 5
INDEX No. 211
2014 FDOT DESIGN STANDARD
CURB INLET TOPS TYPES 5 & 6
SHEET 1 OF 5
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:33:37 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX211-2.dgnMiguel
ENGINEER OF RECORD
SHEET 2 OF 5
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:33:49 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX211-3.dgnMiguel
ENGINEER OF RECORD
SHEET 3 OF 5
CURB INLET TOPS TYPES 5 & 6 17
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:34:01 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX211-4.dgnMiguel
ENGINEER OF RECORD
MAY, 2017 SHEET 4 OF 5
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:34:11 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX211-5.dgnMiguel
ENGINEER OF RECORD
SHEET 5 OF 5
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:34:21 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX212.dgnMiguel
ENGINEER OF RECORD
CURB INLET TYPE 7
SHEET 1 OF 1
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:34:33 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX221-1.dgnMiguel
ENGINEER OF RECORD
MAY, 2017 SHEET 1 OF 2
GUTTER INLET TYPE V
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:34:43 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX221-2.dgnMiguel
ENGINEER OF RECORD
MAY, 2017 SHEET 2 OF 2
GUTTER INLET TYPE V
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:34:53 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX232-1.dgnMiguel
ENGINEER OF RECORD
MAY, 2017
DITCH BOTTOM INLET TYPES
C, D, E & H
SHEET 1 OF 7
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:35:04 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX232-2.dgnMiguel
ENGINEER OF RECORD
MAY, 2017 SHEET 2 OF 7
DITCH BOTTOM INLET TYPES
C, D, E & H 24
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:35:15 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX232-3.dgnMiguel
ENGINEER OF RECORD
MAY, 2017
DITCH BOTTOM INLET TYPES
C, D, E & H
SHEET 3 OF 7
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:35:29 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX232-4.dgnMiguel
ENGINEER OF RECORD
MAY, 2017 SHEET 4 OF 7
C, D, E & H 26
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:35:39 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX232-5.dgnMiguel
MAY, 2017 SHEET 5 OF 7
C, D, E & H 27
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:35:50 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX232-6.dgnMiguel
MAY, 2017 SHEET 5 OF 7
C, D, E & H
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:36:03 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX232-7.dgnMiguel
SHEET 7 OF 7
C, D, E & H 29
E251-01
NO SCALE
DETAILDETAIL APPROVED FOR USE
Riprap Class
AT CULVERT
LOOSE RIPRAP
U.S. CUSTOMARY DETAIL
APPROVED : MAY 2011
NOTES:
RIPRAP DEPTH TABLE
Depth (d)
30"
24"
18" diameter for (D) dimension.
1. For arch or elliptical pipes, use equivalent
REVISED : MAY 2015
xx
D
D
Geotextile, Class 1, Type C
Depth (d)
Geotextile, Class 1, Type C
Depth (d)
DEnd section
Var. fill slope
D
Var. fill slope
Ground
Depth (d)
Geotextile, Class 1, Type C
Var. fill slope
D
End section
Diameter of pipe (D)
M in
Diameter of pipe (D)
M in
ELEVATION
ELEVATIONELEVATION
PLAN PLAN PLAN
END TREATMENT
CULVERT WITH NO
CULVERT WITH END SECTIONCULVERT WITH HEADWALL
2/
R
D
2/
R
D
Ground Ground
D
FEDERAL LANDS HIGHWAY
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
SHEET 1 OF 2
LOOSE RIPRAP AT CULVERT
FP ID NO.
ST THOMAS
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:36:16 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\STD. E251-01.dgnMiguel
ENGINEER OF RECORD
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:36:17 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\STD. E251-02.dgnMiguel
E251-02
U.S. CUSTOMARY DETAIL
DETAILDETAIL APPROVED FOR USE
Riprap Class
AT CULVERT
LOOSE RIPRAP CHANNEL
APPROVED : MAY 2011
NOTES:
diameter for (D) dimension
1. For arch or elliptical pipes (S), use equivalent
RIPRAP DEPTH TABLE
Depth (d)
30"
24"
18"
REVISED : MAY 2015
FEDERAL LANDS HIGHWAY
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
Riprap Class
RIPRAP DEPTH TABLE
Depth (d)
30"
24"
18"
D
D
Centerline of Drainage
Var. fill slope
Ground
(as shown on plans)
L
D or S
Centerline of Drainage
End section
Diameter of pipe (D)
(as shown on plans)
L
Var. fill slope
Centerline of Drainage
Diameter of pipe (D)
(as shown on plans)
L
(as shown on plans)
L
Depth (d)Depth (d)
(as shown on plans)
L
Geotextile, Class 1, Type C
End section
Var. fill slope
Geotextile, Class 1, Type C D
Depth (d)
(as shown on plans)
L
END TREATMENT
CULVERT WITH NO
CULVERT WITH END SECTIONCULVERT WITH HEADWALL
ELEVATION
PLAN PLAN PLAN
ELEVATIONELEVATION
Ground Ground
D
D
D
Class 1, Type C Geotextile, NOTES:
diameter for (D) dimension
1. For arch or elliptical pipes (S), use equivalent
SHEET 2 OF 2
LOOSE RIPRAP CHANNEL
AT CULVERT 31
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:40:01 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX280-1.DGNMiguel
ENGINEER OF RECORD
MAY, 2017 SHEET 1 OF 3
MISCELLANEOUS DRAINAGE
DETAILS 32
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:40:14 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX280-2.DGNMiguel
SHEET 2 OF 3
DETAILS 33
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:40:26 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX280-3.DGNMiguel
SHEET 3 OF 3
DETAILS 34
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:40:38 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX281-1.DGNMiguel
ENGINEER OF RECORD
MAY, 2017
SHEET 1 OF 2
DITCH PAVEMENT & SODDING
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:40:53 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX281-2.DGNMiguel
DITCH PAVEMENT & SODDING
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:41:06 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX300-1.dgnMiguel
ENGINEER OF RECORD
MAY, 2017 SHEET 1 OF 2
CURB & CURB AND GUTTER
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:41:18 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX300-2.dgnMiguel
CURB & CURB AND GUTTER
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:41:30 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX415-1.dgnMiguel
ENGINEER OF RECORD
TEMP. CONCRETE BARRIER
SHEET 1 OF 7
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:41:42 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX415-2.dgnMiguel
ENGINEER OF RECORD
SHEET 2 OF 7
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:41:54 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX415-3.dgnMiguel
ENGINEER OF RECORD
SHEET 3 OF 7
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:42:06 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX415-4.dgnMiguel
ENGINEER OF RECORD
SHEET 4 OF 7
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:52:18 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX415-5.dgnMiguel
ENGINEER OF RECORD
SHEET 5 OF 7
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:52:30 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX415-6.dgnMiguel
ENGINEER OF RECORD
SHEET 6 OF 7
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:52:41 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX415-7.dgnMiguel
ENGINEER OF RECORD
SHEET 7 OF 7
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:52:52 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX500-1.dgnMiguel
ENGINEER OF RECORD
MAY, 2017 SHEET 1 OF 2
REMOVAL OF ORGANIC AND
PLASTIC MATERIAL 46
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:53:03 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX505-1.dgnMiguel
EMBANKMENT UTILIZATION
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:53:17 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX515-1.dgnMiguel
ENGINEER OF RECORD
MAY, 2017 SHEET 1 OF 5
TURNOUTS 48
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:53:32 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX515-2.dgnMiguel
ENGINEER OF RECORD
MAY, 2017 SHEET 2 OF 5
TURNOUTS
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:53:45 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX515-3.dgnMiguel
ENGINEER OF RECORD
MAY, 2017 SHEET 3 OF 5
TURNOUTS 50
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:53:57 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX515-4.dgnMiguel
ENGINEER OF RECORD
MAY, 2017 SHEET 4 OF 5
TURNOUTS 51
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:54:09 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\INDEX600-10.DGNMiguel
MAY, 2017 SHEET 1 OF 1
THROUGH WORK ZONES
FOR TRAFFIC CONTROL
GENERAL INFORMATION
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:54:22 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\STD. E602-7.DGNMiguel
ENGINEER OF RECORD
MAY, 2017
CONCRETE PIPE
CULVERT INSTALLATION
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 3:00:12 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\STD. E608.dgnMiguel
ENGINEER OF RECORD
MAY, 2017 SHEET 1 OF 1
PAVED WATERWAY, TYPE 4,
(CONCRETE) 54
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 3:00:23 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\STD. 615-01.dgnMiguel
ENGINEER OF RECORD
MAY, 2017
DETAIL
NO SCALE
E615-01 joints at intervals of not more than
20 feet to match adjacent curb expansion joints.
to the width of the sidewalk as shown in the plans.
1.
2.
2' min.
DETAIL APPROVED FOR USE
APPROVED : MAY 2011
NOTES:
CONCRETE SIDEWALK
-inch transverse expansion 4 3Place
Place contraction joints at intervals equal
3.
See Note 3
REVISED: APRIL 2015
4'' Concrete
4'' Bedding material
4'' Concrete
4'' Bedding material conforming to Subsection 712.01(b)(1).
-inch preformed expansion joint filler2 1Install
Width as shown in the plans
CurbPavement structure e (var.)
2 % 8 %
Variable slope
SIDEWALK WITH CURB
SIDEWALK
SHEET 1 OF 1
CONCRETE SIDEWALK
FEDERAL LANDS HIGHWAY
FEDERAL HIGHWAY ADMINISTRATION
DETAIL NO SCALE
SYMBOLS AND WORDS
PAVEMENT MARKINGS
SQFT
14"12"14"
.5
.5
12"30"30"
33"
27"
R
12"30"30"
33"
R
R
27"
.7
.7
8"
6'
(V
M
P H
(V
M
P H
(V
M
P H
(V
M
P H
4" Typical
6.75'
4" Minimum
7'
6'
T y p
8'
T y p
4" Minimum
9.75'
4" Typical
45"
M in im u m
24" Minimum
3" Minimum
6" R
9" R
3"R
3"R
3"R
E634-01
DETAIL APPROVED FOR USE
APPROVED : MAY 2011
REVISED: MARCH 2015
NOTES:
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
in the Striping Plans
White border when specified
"AHEAD" WORD MARKING "SCHOOL" WORD MARKING
"ONLY" WORD MARKING"YIELD" WORD MARKING"STOP" WORD MARKING
TURN LANE-USE ARROW
TYPE
PAVEMENT MARKING AREAS
3.
2.
1.
LANE-USE ARROW
THROUGH
LANE-USE ARROW
TURN AND THROUGH
TRIANGLE SYMBOL
YIELD AHEAD
YIELD Word Marking
STOP Word Marking
SCHOOL Word Marking
ONLY Word Marking
AHEAD Word Marking
Accessibility Marking w/ border (Blue)
Accessibility Marking w/ border (White)
Accessibility Marking (symbol only)
Yield Ahead Arrow (V≥45 mph)
Yield Ahead Arrow (V<45 mph)
Turn and Through Lane-Use Arrow
Turn Lane-Use Arrow
Through Lane-Use Arrow specified in the Striping Plans
Blue background when border
Striping Plans.
accessibility symbol only, unless a border is specified in the
The Accessibility Parking Space Marking includes the
"Standard Highway Signs", current edition.
Place all letters, numerals and symbols according to the current edition.
with the ''Manual on Uniform Traffic Control Devices'' (MUTCD), Place pavement word and symbol markings in accordance
ACCESSIBILITY PARKING SPACE SYMBOL
FP ID NO.
ST THOMAS
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 3:00:24 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\STD. E634-1.dgnMiguel
ENGINEER OF RECORD
MAY, 2017
SHEET 1 OF 4
PAVEMENT MARKINGS
SYMBOLS AND WORDS 56
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 3:00:26 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\STD. E634-2.dgnMiguel
DETAIL
4" 4"
.4
.3
9.25"
1.
reflector.
a combination of colors the same as the
The shell of the marker to be of one color or2.
.7
.7
.7
9.25"
NOTES:
PAVEMENT MARKERS
RAISED
U.S. CUSTOMARY DETAIL
E634-02
NO SCALE
APPROVED : MAY 2011
DETAIL APPROVED FOR USE
clear (white), yellow or red as specified.
Colors of the reflective markers to be either
REVISED: SEPTEMBER 2014
Reflective material
TYPE ETYPE D
SNOW PLOWABLE PAVEMENT MARKERS
TYPE A TYPE B
NON-SNOW PLOWABLE PAVEMENT MARKERS
TYPE C
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
SHEET 2 OF 4
RAISED PAVEMENT MARKERS 57
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 3:00:27 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\STD. E634-3.dgnMiguel
E634-03
NOTES:
RAISED PAVEMENT MARKERS
WITH AND WITHOUT
PAVEMENT MARKINGS
NO SCALE
Single Solid White Striping (edge striping) Single Solid White Striping (edge striping) broken white striping 4" wide
Raised
Pavement
Markers
(Typ.)
Double Solid Yellow Striping (centerline)
N
2N or less
N
Double Solid Yellow Striping (centerline) broken white striping
4" wide
Solid Yellow Striping
Single Solid White Striping (edge striping)
Raised
Pavement
Marker
(Typ.)
Single Solid Yellow Striping
N
See Detail A
2.
1.
APPROVED : MAY 2011
DETAIL APPROVED FOR USE
3.
(See Note 3)
Raised Pavement Marker
10' 30' 10' 30' see Detail E634-02.
When raised pavement markers are required, and as shown in this detail or as directed by the CO.
space and install in accordance with the MUTCD
When raised pavement markers are required, Latest Edition.
on Uniform Traffic Control Devices (MUTCD), Install striping in accordance with the Manual
Edge of pavement (Typ.)
broken yellow striping
4" wide
3 ft
10 ft 30 ft
N broken white striping
4" wide
Edge of pavement (Typ.)
broken yellow striping 4" wide
Raised
Pavement
Markers
(Typ.)
4" wide broken white striping
10 ft 30 ft
N
3 ft
M
M
N
9 ft
9 ft
REVISED: JUNE 2015
DOUBLE SOLID YELLOW STRIPING
BROKEN SINGLE WHITE AND
WITH RAISED PAVEMENT MARKERS
DOUBLE SOLID YELLOW STRIPING
BROKEN SINGLE WHITE AND
WITH RAISED PAVEMENT MARKERS
DOTTED WHITE STRIPING
BROKEN SINGLE YELLOW AND
DOTTED WHITE STRIPING
BROKEN SINGLE YELLOW AND
DETAIL A
WITH RAISED PAVEMENT MARKERS
SINGLE SOLID YELLOW STRIPING
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
SHEET 3 OF 4
RAISED PAVEMENT MARKERS
WITH AND WITHOUT
PAVEMENT MARKINGS
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 3:00:28 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\STD. E634-4.dgnMiguel
E634-04
IN NEUTRAL AREAS
PAVEMENT MARKERS
WITH RAISED PAVEMENT MARKERS
DETAIL APPROVED FOR USE
See Detail A
(white) - snowplowable (Typ.)
Raised pavement marker, Type E
12" solid white striping
8" solid white striping
12" solid white striping
8" solid white striping
Edge of roadway
See Detail A
(white) - snowplowable (Typ.)
Raised pavement marker, Type E
45°
4" double solid yellow striping
4" solid yellow striping 45°
White or yellow striping
2" snowplowable
(white or yellow)
Type D or E
Raised pavement marker, DETAIL A
APPROVED : MAY 2011
45°
See Detail A
(yellow) - snowplowable (Typ.)
Raised pavement marker, Type D
NOTES:
Latest Edition.
on Uniform Traffic Control Devices (MUTCD),
1. Install striping in accordance with the Manual see Detail E634-02.
2. When raised pavement markers are required, 20' (T yp.)
10' (T yp.)
10' (T yp.)
20' (T yp.)
20' (Typ.)
10' (Typ.)
REVISED: MARCH 2015
ONE-WAY TRAFFIC -- LANE SHIFT
ONE-WAY TWO-LANE TRAFFIC -- LANES SEPARATE
TWO-WAY TWO-LANE TRAFFIC -- LANES SEPARATE
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
SHEET 4 OF 4
WITH RAISED PAVEMENT MARKERS
IN NEUTRAL AREAS
PAVEMENT MARKERS
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 3:00:29 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\STD. E635-1.dgnMiguel
ENGINEER OF RECORD
MAY, 2017
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
U.S. CUSTOMARY DETAIL
DETAIL APPROVED FOR USE DETAIL
E635-01
CONSTRUCTION TRAFFIC
CONTROL SIGN MOUNTING
NO SCALE
All lumber dimensions are nominal.
PORTABLE SIGNS
FIXED ROADWAY SIGNS
RURAL AREA
URBAN AREA BREAKAWAY SUPPORT DETAIL
4'' x 4''
4'' x 6''
6'' x 6''
6'' x 8''
1.5''
3''
2''
None Required
D
4'
4'
5'
5'
10 20
1 Post 2 Post 3 Post 4 Post
165125
FIXED SIGNS 4'' X 6'' AND GREATER POSTS)(
Sign panel
Traffic
Wood post (fixed)
Holes (See table)
M in
M in
Note:
Roadway
M in
Roadway
2'-0''
M in
D
M
2'-0''
Roadway
Sidewalk
M
6' to 12'
6'-0''
M
APPROVED : MAY 2011
utility poles may be used for sign mounting.
When approved by the CO and the Utility Company, a minimum of 7 feet apart.
required and the posts cannot be spaced non-breakaway if multiple posts are greater, signs are considered to be
For signs requiring 6'' x 6'' posts and surface.
mount the sign a minimum of 7 feet above the pavement
When parking is permitted within 200 feet of the sign, than 10 square feet on double posts.
Mount signs that are wider than 3 feet or larger
(See Notes 3 and 4)
6.
5.
4.
3.
2.
1.
NOTES:
non-breakaway signs.
or shield with a barrier. Do not place holes in posts of to post spacing, place the sign outside the clearzone
Support Detail. If breakaway design cannot be used due
For posts 6 inch x 6 inch and greater, see the Breakaway
POST SIZE
DIAMETER
HOLE (Sq. Ft.)
MAXIMUM SIGN AREA
POST SIZE TABLE
REVISED: MARCH 2015
of NCHRP Report 350 for crashworthiness.
all portable sign supports meet the requirements lower than fixed signs when approved by the CO. Ensure face in a vertical plane. Portable signs may be mounted portable signs. Ensure sign mounts hold the sign
The Contractor may submit alternate details for
ROAD
AHEAD
WORK
DETOUR
AHEAD
M PH.. .
M PH.. .
ROAD
CLOSED
DETOUR 35
M PH.. .
M PH.. .
CLOSED
RIGHT LANE
AHEAD
CONSTRUCTION TRAFFIC
CONTROL SIGN MOUNTING
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 3:00:30 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\STD. ET635-1.dgnMiguel
ENGINEER OF RECORD
MAY, 2017
SIGNS IN FEET
STANDARD APPROVED FOR USE 6/2005
ADVANCE SIGNING
TEMPORARY TRAFFIC CONTROL
Rural greater than 50 MPH
Urban and Rural 35 MPH to 50 MPH
Urban and Rural 30 MPH and less
For work zones that are 2 miles or more in length, install G20-1 signs at signs "B" feet apart according to the Sign Spacing Table.
sign when approach speeds exceed 50 MPH. When used place the two W20-1
REVISED: 9/2014
ET 635-1
DETAIL
U.S. CUSTOMARY DETAIL
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
xx
ROAD WORK
NEXT MILES
ROAD
WORK
xx FT
ROAD
WORK
xx FT xx
ROAD WORK
NEXT MILES
ROAD
WORK
xx FT
ROAD
WORK
xx FT
G20-2
G20-2
G20-2
See Note 11
G20-1
See Note 11
G20-1
M in o r R o a d
M a jo r R o a d
See Note 10
W20-1
See Note 10
W20-1
See Note 9
W16-8P
W20-1 over
See Note 9
W16-8P
W20-1 over
W20-1
Ro ad N am e
SIGN SPACING TABLE
ROAD TYPE
DISTANCE BETWEEN
A B C
14.
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
NOTE:
NO SCALE
A
A
A
(S ee S ig n
Sp ac in g
Ta bl e)
ADVANCE
W
ARNI
NG
AREA
A
B
C
(S ee S ig n
Sp ac in g
Ta bl e)
ADVANCE
W
ARNI
NG
AREA
A
ROAD WORK
END
WORK
AHEAD
ROAD
ROAD WORK
END
ROAD WORK
END
ROAD WORK
END
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
ROAD NAME
ROAD NAME
See Note 10
W20-1
See Note 10
W20-1
G20-2
C
B
A as d et er m in ed b y th e
CO
W or k zo ne A re a of In flu en ce
A
Pr oj ec t L im its
Expressway / Freeway retroreflective sheeting types.
Refer to the Section 635 of the Special Contract Requirements for allowable
State standards may be used as an alternative if approved by the CO.
that an encroachment permit has been obtained.
If signing on a roadway under a jurisdiction other than the client agency, verify whole mile.
each end of the project. Show the distance on the G20-1 sign to the nearest the distance to the work area in feet or in miles. Install an additional W20-1
The message on the W20-1 signs may be "ROAD WORK AHEAD" or may specify of the road on which the construction does occur (applies to major roads only).
construction work occurs, include a supplementary plaque indicating the name
If W20-1 is placed on a roadway other than that on which the actual post-mounted signs when not applicable.
Do not store traffic control devices along the roadway when not in use. Cover
Maintain two-way traffic during all non-work hours except as approved by the CO.
NCHRP-350 or MASH for crashworthiness.
Ensure all sign supports exposed to impact by traffic meet the requirements of indicate a maximum recommended speed through the construction area.
Install advisory speed plates under the W20 series warning signs as needed to construction conditions.
Additional or different message signs may be required to fit the actual messages as required.
locate the warning signs as determined by the CO for best results. Vary
Where advance warning signs, placed as shown, interfere with permanent signs, traffic control plan as necessary to accommodate actual operations.
to this project. The Contractor may add or delete information and details in this
Not all details shown on the temporary traffic control sheets may be applicable
Erect all project advance warning signs before starting construction work.
TEMPORARY TRAFFIC CONTROL
ADVANCE SIGNING
SHEET 1 OF 4
CONTRACTOR TO MODIFY FOR LEFT HAND DRIVING
NOTE: TRAFFIC DIRECTION SHOW FOR RIGHT HAND DRIVING
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
Reference
Sheet
MODEL NAME =US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 3:00:31 PM T:\Projects\173908_VeteransDr\roadway\phase_1\Standards\STD. ET635-2.dgnMiguel
ENGINEER OF RECORD
MAY, 2017
10' centers.
STANDARD APPROVED FOR USE 6/2005
PAVEMENT MARKINGS
TEMPORARYCurves < 500' Radius Tangents or Curves ≥ 500' Radius
Single solid line: pavement markers spaced on 10'…
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