PROPOSED PAVEMENT ABUTMENT DETAIL 6' 3' 1.5' 1.5' CONCRETE WHEEL STOP DETAIL TOP OF PAVEMENT 4" 2" 3" 12" 5/8" REBAR (2 REQ'D.) 5" 8" CENTERLINE OF WHEEL STOP TO BE 30" FROM EDGE OF PAVEMENT TYPE D TYPE F CURB TRANSITION VALLEY GUTTER PER FDOT INDEX NO. 300 PLAN SECTION A-A SECTION B-B SECTION C-C CONTRACTION (CONTROL) JOINT SIDEWALK OR PVMT EDGE EXPANSION JOINT CONCRETE JOINT DETAILS CONSTRUCTION JOINT CONCRETE SIDEWALK DETAIL ASPHALT PAVEMENT DETAIL N.T.S. CONCRETE PAVEMENT DETAIL N.T.S. 6" CONCRETE SLAB BRICK VENEER 8" CMU - TOOL JOINTS AND PAINT EXPOSED BLOCK 1" COLLAR JOINT WITH FINE GROUT 6'-0" DUMPSTER ENCLOSURE WALL SECTION N.T.S. SILT SCREEN BARRIER DETAILS CURB INLET DETAIL FOR (PC-TYPE 3) M L K J H G F E D C 13 14 A 15 B 15 13 14 M L K J H G F E D C SHEET NUMBER FGA PROJECT NUMBER ISSUE DATE A 2 1 5 4 3 7 8 6 10 11 9 12 B 1 2 12 9 11 10 6 8 7 3 4 5 REGISTRATION NUMBER AA C000123 TAMPA OFFICE 324 HYDE PARK AVENUE, SUITE 300 TAMPA, FLORIDA 33606 PHONE (813) 251-4400 FAX (813) 251-1994 SAFETY HARBOR OFFICE 195 FOURTH AVENUE NORTH SAFETY HARBOR, FLORIDA 34695 PHONE (727) 725-8880 FAX (727) 725-3900 SARASOTA OFFICE 5967 CATTLEMEN LANE, SUITE 6 SARASOTA, FLORIDA 34232 PHONE (941) 342-9293 FAX (941) 342-9253 S:\@CDC\Projects\16056 Fire Station 38\Drawings\Construction\16056_C6.0-C6.1_Civil Details.dwg Cuyler Lutz 06-20-18 Pasco County Fire & Rescue Station No. 38 Wesley Chapel, Florida 16072 02-01-18 SITE DETAILS C6.0 PASCO COUNTY PERMITTING REVISIONS 1. ADD CONCRETE PAVEMENT SUBGRADE 2. ADDED PAVEMENT TIE-IN DETAIL
SILT SCREEN BARRIER DETAILS CURB INLET DETAIL FOR (PC-TYPE 3)
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S:\@
CD
C\P
rojects\16056 F
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tation 38\D
raw
ings\C
onstruction\16056_C
6.0-C
6.1_C
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uyler Lutz
06-20-18
Pasco
C
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Fire &
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16072
02-01-18
SITE
DETAILS
C6.0
PASCO COUNTY PERMITTING REVISIONS
1. ADD CONCRETE PAVEMENT
SUBGRADE
2. ADDED PAVEMENT TIE-IN DETAIL
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EXIST. BASE
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PROPOSED ASPHALT
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NOTE: CONTRACTOR SHALL MAKE A SMOOTH VERTICAL CUT IN THE EXISTING PAVEMENT AT A DISTANCE NOT LESS THAN 6" FROM THE EXISTING EDGE. THE EXISTING BASE SHALL BE EXPOSED AND CLEANED TO REMOVE LOOSE PARTICLES. THE EXPOSED LIMEROCK SHALL THEN BE PRIME COATED NOT MORE THAN THREE DAYS PRIOR TO SCHEDULED PAVING.
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SAW CUT EXISTING ASPHALT
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PROPOSED BASE MATERIAL
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PROPOSED STABILIZED SUBGRADE
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N.T.S.
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SECTION
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N.T.S.
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6"
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6"
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2"
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BLUE
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WHITE
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6"
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6"
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2"
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BLUE
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WHITE
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6"
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6"
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2"
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BLUE
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WHITE
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4.53 S.F
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4"
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5'- 0"
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9'
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9'
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9'
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9'
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9'
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12' Min.
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5'
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12' Min.
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12' Min.
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12' Min.
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5'
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9'
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9'
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9'
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20'
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6"
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6"
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2"
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Public Sidewalk Curb Ramp
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Sign No. FTP-20-06 and FTP -22-06
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23.0'
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Sidewalk
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Sign No. FTP-20-06 and FTP -22-06
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Sign No. FTP-20-06 and FTP -22-06
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Sidewalk
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Sidewalk
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Public Sidewalk Curb Ramp
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6" White (Typ.)
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90°'
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60°'
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6"
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6"
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2"
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Detectable Warning Strip
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Detectable Warning Strip
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23.0'
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23.0'
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23.0'
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45%%D 20'-0" 12'-9" 7'-1" 28'-3" 17'-0"
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ANGLE
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"A"
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"B"
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"C"
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DIMENSIONS
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18"
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DISABLED
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PERMIT
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ONLY
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PARKING BY
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F.S. 318.18
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$250 FINE
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1.5"
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2"
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2"
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2"
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2"
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8.5"
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7'
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0.5"
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GRADE
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%%UNOTE
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4) ONE SIGN REQUIRED FOR EACH PARKING SPACE.
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FTP-20-06
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FTP-22-06
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R 1- " (TYP.)12" (TYP.)
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3-6" White chevrons equally spaced per aisle
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BLUE
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BLUE
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BLUE
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WHITE
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WHITE
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WHITE
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WHITE
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6"
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6"
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2"
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NOTES: 1. Dimensions are to the centerline of markings. 2. An access aisle is required for each accessible space when angle parking is used. 3. Critera for pavement markings only, not public sidewalk curb ramp locations. For ramp locations refer to plans. 4. Blue pavement markings shall be tinted to match shade 15180 of Federal Standards 595a. 5. The FTP-22-06 panel shall be mounted below the FTP-20-06 sign.
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1) ALL LETTERS TO BE 1" SERIES "C", BLACK AND SHALL CONFORM TO FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS". (LATEST EDITION)
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2) TOP PORTION OF SIGN TO HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER.
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3) BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND BORDER.BORDER.
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5) HEIGHT OF SIGN BOTTOM SHALL BE 7' ABOVE GROUND IN ACCORDANCE WITH FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS" (LATEST EDITION).
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Sign No. FTP-20-06 and FTP -22-06
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Public Sidewalk Curb Ramp
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Detectable Warning Strip
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12'
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9'
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9'
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9'
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9'
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5'
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6" White (Typ.)
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"A"
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"D"
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"E"
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"C"
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"B"
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"D"
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"E"
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60%%D 21'-0" 10'-5" 5'-9" 24'-3" 13'-10"
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*
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* FOR ACCESSIBLE MARKING-SEE ABOVEFOR ACCESSIBLE MARKING-SEE ABOVE
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%%U"UNIVERSAL SYMBOL OF ACCESSIBILITY"
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Use of pavement in accessible parking spaces
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is optional, when used the symbol shall be 3'
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or 5' high and white in color.l
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9.0'
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2"R
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6"
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6"
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2"R
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3"R
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6"
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6"
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6"
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0.25"
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8"
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18"
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8"
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18"
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24"
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12"
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7.5"
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USE 3/4" RADIUS FOR ALL NON-LABELED RADII
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EDGE OF PAVEMENT
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3'
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RADIUS PER PLANS
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A
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A
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B
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B
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C
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C
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6.25"
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7.5"
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7.5"
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6.25"
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7.5"
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6"
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6"
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8"
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6"
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2"R
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3"R
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8"
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6"
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6"
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6.25"
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7.5"
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2"R
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6"
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-SEE F.D.O.T. INDEX NO. 300 FOR ADDITIONAL DETAILS.
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-A 1/2" EXPANSION JOINT IS REQUIRED BETWEEN CONCRETE PAVEMENT AND CURBS
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AND/OR GUTTERS.
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-MINUMUM 3,000 psi. FIBERMESH CONCRETE TO BE USED FOR CURBS AND/OR GUTTERS.
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NOTES:
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18"
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18"
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12"
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18"
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18"
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18"
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12"
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18"
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18"
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36"
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TYPE "F" CURB
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TYPE "D" CURB
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1/2" EXPANSION MATERIAL
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1/4" RAD
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1/8"-1/4" PREMOLDED STRIP, HAND TOOLED, OR SAWCUT
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1/4" RAD.
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N.T.S.
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CONSTRUCTION (BUTT) JOINTS SHALL BE USEDWHENEVER PLACEMENT OF CONCRETE IS STOPPED FOR MORE THAN 30 MINUTES. THICKEN EDGE AS SHOWN WHEN d IS GREATER THAN 4-INCHES. SLABS WILL REQUIRE KEYWAY OR DOWELS TO MAINTAIN ALIGNMENT AT BUTT JOINTS. SEE TYPICAL SECTION.
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JOINT SPACING
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CURBS: EXPANSION JOINTS ABUTTING SIDEWALKS, CONCRETE PAVEMENT, STRUCTURES, RETURNS, RAMPS AND AT MAX 50' INTERVALS UNLESS APPROVED OTHERWISE BY ENGINEER & LOCAL ROAD AUTHORITY. CONTROL JOINTS SHALL MATCH ADJACENT SIDEWALK, OR AT MAX 10' INTERVALS. SIDEWALKS: EXPANSIONS JOINTS ABUTTING CURBS, STRUCTURES, CHANGES IN CROSS-SECTION, OR ALIGNED WITH ADJACENT SURFACES, OR AT MAX 20' INTERVAL. CONTROL JOINTS SHALL MATCH ADJACENT FEATURES OR INTERVAL SHALL BE MAX OF 2xWIDTH.
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LIGHT BROOMING
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CONTROL JOINT-(AS SHOWN OR 5' MIN. &
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HAND-TOOLED ONLY)
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1/2" EXP. JT. FILLER @ 20' O.C.
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COMPACTED SUBGRADE TO 95 % MAX.
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VARIES
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PLAN
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SECTION
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DENSITY AS PER AASHTO T-99
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6" X 6" - # 10 W.W.F.
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3. A MAXIMUM CROSS SLOPE OF 2%%%.
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2. CONCRETE SHALL BE 3,000 PSI, 4" DEEP MIN.
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1. ALL JOINTS TO BE HAND-TOOLED.
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NOTES :
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(SEE PLANS)
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N.T.S.
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4. CONTROL JOINTS 5' O.C. MAX. (OR AS SHOWN)
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AND HAND-TOOLED.
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5. EXPANSION JOINTS 20' O.C. MAX. (1/2" WIDE
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EXPANSION JOINT MATERIAL W/ 1/4" REVEAL
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AND SEALANT.
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PERPENDICULAR TO TRAVEL
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ROADWAY PAVEMENT STRUCTURE
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STRUCTURAL COURSE 2" TYPE SP-9.5 BASE COURSE 8" LIMEROCK (LBR 100) SUBGRADE 12" STABILIZED SUBGRADE (LBR 40)
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0.88 1.44 0.96
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SN = 3.28
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PROPOSED 8" BASE COURSE
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PROPOSED 12" STABILIZED SUBGRADE
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PROPOSED 2" STRUCTURAL COURSE
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N.T.S.
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PAVEMENT MARKING FOR PUBLIC SIDEWALK CURB RAMPS (PER FDOT INDEX NO. 17346)