1.5'pavement course 8" concrete (4000 psi) subgrade 12" (95% mod. proctor) compacted subgrade ....
1
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
Transcript of 1.5'pavement course 8" concrete (4000 psi) subgrade 12" (95% mod. proctor) compacted subgrade ....
PROPOSED PAVEMENT ABUTMENT DETAIL
6'
3'
1.5'
1.5'
CONCRETE WHEEL STOP DETAIL
TOP OFPAVEMENT
4"2"
3"
12"5/8" REBAR(2 REQ'D.)
5"8"
CENTERLINE OF WHEEL
STOP TO BE 30" FROM
EDGE OF PAVEMENT
TYPE DTYPE 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
1314
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 15 4 378 61011 912
B
12129
11 106
8 7 34
5
REG
ISTR
ATI
ON
NU
MB
ER A
A C
0001
23
TAM
PA O
FFIC
E32
4 H
YD
E PA
RK
AV
ENU
E, S
UIT
E 30
0TA
MPA
, FLO
RID
A 3
3606
PHO
NE
(813
) 251
-440
0FA
X (8
13) 2
51-1
994
SAFE
TY H
AR
BO
R O
FFIC
E19
5 FO
UR
TH A
VEN
UE
NO
RTH
SAFE
TY H
AR
BO
R, F
LOR
IDA
346
95PH
ON
E (7
27) 7
25-8
880
FAX
(727
) 725
-390
0
SAR
ASO
TA O
FFIC
E59
67 C
ATT
LEM
EN L
AN
E, S
UIT
E 6
SAR
ASO
TA, F
LOR
IDA
342
32PH
ON
E (9
41) 3
42-9
293
FAX
(941
) 342
-925
3
S:\@
CD
C\P
rojects\16056 F
ire S
tation 38\D
raw
ings\C
onstruction\16056_C
6.0-C
6.1_C
ivil D
etails.dw
gC
uyler Lutz
06-20-18
Pasco
C
ou
nty
Fire &
R
escu
e S
tatio
n
No
. 38
We
sle
y C
ha
pe
l, F
lo
rid
a
16072
02-01-18
SITE
DETAILS
C6.0
PASCO COUNTY PERMITTING REVISIONS
1. ADD CONCRETE PAVEMENT
SUBGRADE
2. ADDED PAVEMENT TIE-IN DETAIL
AutoCAD SHX Text
EXIST. BASE
AutoCAD SHX Text
PROPOSED ASPHALT
AutoCAD SHX Text
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.
AutoCAD SHX Text
SAW CUT EXISTING ASPHALT
AutoCAD SHX Text
PROPOSED BASE MATERIAL
AutoCAD SHX Text
PROPOSED STABILIZED SUBGRADE
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
2"
AutoCAD SHX Text
BLUE
AutoCAD SHX Text
WHITE
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
2"
AutoCAD SHX Text
BLUE
AutoCAD SHX Text
WHITE
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
2"
AutoCAD SHX Text
BLUE
AutoCAD SHX Text
WHITE
AutoCAD SHX Text
4.53 S.F
AutoCAD SHX Text
4"
AutoCAD SHX Text
5'- 0"
AutoCAD SHX Text
9'
AutoCAD SHX Text
9'
AutoCAD SHX Text
9'
AutoCAD SHX Text
9'
AutoCAD SHX Text
9'
AutoCAD SHX Text
12' Min.
AutoCAD SHX Text
5'
AutoCAD SHX Text
12' Min.
AutoCAD SHX Text
12' Min.
AutoCAD SHX Text
12' Min.
AutoCAD SHX Text
5'
AutoCAD SHX Text
9'
AutoCAD SHX Text
9'
AutoCAD SHX Text
9'
AutoCAD SHX Text
20'
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
2"
AutoCAD SHX Text
Public Sidewalk Curb Ramp
AutoCAD SHX Text
Sign No. FTP-20-06 and FTP -22-06
AutoCAD SHX Text
23.0'
AutoCAD SHX Text
Sidewalk
AutoCAD SHX Text
Sign No. FTP-20-06 and FTP -22-06
AutoCAD SHX Text
Sign No. FTP-20-06 and FTP -22-06
AutoCAD SHX Text
Sidewalk
AutoCAD SHX Text
Sidewalk
AutoCAD SHX Text
Public Sidewalk Curb Ramp
AutoCAD SHX Text
6" White (Typ.)
AutoCAD SHX Text
90°'
AutoCAD SHX Text
60°'
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
2"
AutoCAD SHX Text
Detectable Warning Strip
AutoCAD SHX Text
Detectable Warning Strip
AutoCAD SHX Text
23.0'
AutoCAD SHX Text
23.0'
AutoCAD SHX Text
23.0'
AutoCAD SHX Text
45%%D 20'-0" 12'-9" 7'-1" 28'-3" 17'-0"
AutoCAD SHX Text
ANGLE
AutoCAD SHX Text
"A"
AutoCAD SHX Text
"B"
AutoCAD SHX Text
"C"
AutoCAD SHX Text
DIMENSIONS
AutoCAD SHX Text
18"
AutoCAD SHX Text
DISABLED
AutoCAD SHX Text
PERMIT
AutoCAD SHX Text
ONLY
AutoCAD SHX Text
PARKING BY
AutoCAD SHX Text
F.S. 318.18
AutoCAD SHX Text
$250 FINE
AutoCAD SHX Text
1.5"
AutoCAD SHX Text
2"
AutoCAD SHX Text
2"
AutoCAD SHX Text
2"
AutoCAD SHX Text
2"
AutoCAD SHX Text
8.5"
AutoCAD SHX Text
7'
AutoCAD SHX Text
0.5"
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
%%UNOTE
AutoCAD SHX Text
4) ONE SIGN REQUIRED FOR EACH PARKING SPACE.
AutoCAD SHX Text
FTP-20-06
AutoCAD SHX Text
FTP-22-06
AutoCAD SHX Text
R 1- " (TYP.)12" (TYP.)
AutoCAD SHX Text
3-6" White chevrons equally spaced per aisle
AutoCAD SHX Text
BLUE
AutoCAD SHX Text
BLUE
AutoCAD SHX Text
BLUE
AutoCAD SHX Text
WHITE
AutoCAD SHX Text
WHITE
AutoCAD SHX Text
WHITE
AutoCAD SHX Text
WHITE
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
2"
AutoCAD SHX Text
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.
AutoCAD SHX Text
1) ALL LETTERS TO BE 1" SERIES "C", BLACK AND SHALL CONFORM TO FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS". (LATEST EDITION)
AutoCAD SHX Text
2) TOP PORTION OF SIGN TO HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER.
AutoCAD SHX Text
3) BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND BORDER.BORDER.
AutoCAD SHX Text
5) HEIGHT OF SIGN BOTTOM SHALL BE 7' ABOVE GROUND IN ACCORDANCE WITH FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS" (LATEST EDITION).
AutoCAD SHX Text
Sign No. FTP-20-06 and FTP -22-06
AutoCAD SHX Text
Public Sidewalk Curb Ramp
AutoCAD SHX Text
Detectable Warning Strip
AutoCAD SHX Text
12'
AutoCAD SHX Text
9'
AutoCAD SHX Text
9'
AutoCAD SHX Text
9'
AutoCAD SHX Text
9'
AutoCAD SHX Text
5'
AutoCAD SHX Text
6" White (Typ.)
AutoCAD SHX Text
"A"
AutoCAD SHX Text
"D"
AutoCAD SHX Text
"E"
AutoCAD SHX Text
"C"
AutoCAD SHX Text
"B"
AutoCAD SHX Text
"D"
AutoCAD SHX Text
"E"
AutoCAD SHX Text
60%%D 21'-0" 10'-5" 5'-9" 24'-3" 13'-10"
AutoCAD SHX Text
*
AutoCAD SHX Text
* FOR ACCESSIBLE MARKING-SEE ABOVEFOR ACCESSIBLE MARKING-SEE ABOVE
AutoCAD SHX Text
%%U"UNIVERSAL SYMBOL OF ACCESSIBILITY"
AutoCAD SHX Text
Use of pavement in accessible parking spaces
AutoCAD SHX Text
is optional, when used the symbol shall be 3'
AutoCAD SHX Text
or 5' high and white in color.l
AutoCAD SHX Text
9.0'
AutoCAD SHX Text
2"R
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
2"R
AutoCAD SHX Text
3"R
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
0.25"
AutoCAD SHX Text
8"
AutoCAD SHX Text
18"
AutoCAD SHX Text
8"
AutoCAD SHX Text
18"
AutoCAD SHX Text
24"
AutoCAD SHX Text
12"
AutoCAD SHX Text
7.5"
AutoCAD SHX Text
USE 3/4" RADIUS FOR ALL NON-LABELED RADII
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
3'
AutoCAD SHX Text
RADIUS PER PLANS
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
C
AutoCAD SHX Text
6.25"
AutoCAD SHX Text
7.5"
AutoCAD SHX Text
7.5"
AutoCAD SHX Text
6.25"
AutoCAD SHX Text
7.5"
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
8"
AutoCAD SHX Text
6"
AutoCAD SHX Text
2"R
AutoCAD SHX Text
3"R
AutoCAD SHX Text
8"
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
6.25"
AutoCAD SHX Text
7.5"
AutoCAD SHX Text
2"R
AutoCAD SHX Text
6"
AutoCAD SHX Text
-SEE F.D.O.T. INDEX NO. 300 FOR ADDITIONAL DETAILS.
AutoCAD SHX Text
-A 1/2" EXPANSION JOINT IS REQUIRED BETWEEN CONCRETE PAVEMENT AND CURBS
AutoCAD SHX Text
AND/OR GUTTERS.
AutoCAD SHX Text
-MINUMUM 3,000 psi. FIBERMESH CONCRETE TO BE USED FOR CURBS AND/OR GUTTERS.
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
18"
AutoCAD SHX Text
18"
AutoCAD SHX Text
12"
AutoCAD SHX Text
18"
AutoCAD SHX Text
18"
AutoCAD SHX Text
18"
AutoCAD SHX Text
12"
AutoCAD SHX Text
18"
AutoCAD SHX Text
18"
AutoCAD SHX Text
36"
AutoCAD SHX Text
TYPE "F" CURB
AutoCAD SHX Text
TYPE "D" CURB
AutoCAD SHX Text
1/2" EXPANSION MATERIAL
AutoCAD SHX Text
1/4" RAD
AutoCAD SHX Text
1/8"-1/4" PREMOLDED STRIP, HAND TOOLED, OR SAWCUT
AutoCAD SHX Text
1/4" RAD.
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
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.
AutoCAD SHX Text
JOINT SPACING
AutoCAD SHX Text
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.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
LIGHT BROOMING
AutoCAD SHX Text
CONTROL JOINT-(AS SHOWN OR 5' MIN. &
AutoCAD SHX Text
HAND-TOOLED ONLY)
AutoCAD SHX Text
1/2" EXP. JT. FILLER @ 20' O.C.
AutoCAD SHX Text
COMPACTED SUBGRADE TO 95 % MAX.
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
DENSITY AS PER AASHTO T-99
AutoCAD SHX Text
6" X 6" - # 10 W.W.F.
AutoCAD SHX Text
3. A MAXIMUM CROSS SLOPE OF 2%%%.
AutoCAD SHX Text
2. CONCRETE SHALL BE 3,000 PSI, 4" DEEP MIN.
AutoCAD SHX Text
1. ALL JOINTS TO BE HAND-TOOLED.
AutoCAD SHX Text
NOTES :
AutoCAD SHX Text
(SEE PLANS)
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
4. CONTROL JOINTS 5' O.C. MAX. (OR AS SHOWN)
AutoCAD SHX Text
AND HAND-TOOLED.
AutoCAD SHX Text
5. EXPANSION JOINTS 20' O.C. MAX. (1/2" WIDE
AutoCAD SHX Text
EXPANSION JOINT MATERIAL W/ 1/4" REVEAL
AutoCAD SHX Text
AND SEALANT.
AutoCAD SHX Text
PERPENDICULAR TO TRAVEL
AutoCAD SHX Text
ROADWAY PAVEMENT STRUCTURE
AutoCAD SHX Text
STRUCTURAL COURSE 2" TYPE SP-9.5 BASE COURSE 8" LIMEROCK (LBR 100) SUBGRADE 12" STABILIZED SUBGRADE (LBR 40)
AutoCAD SHX Text
0.88 1.44 0.96
AutoCAD SHX Text
SN = 3.28
AutoCAD SHX Text
PROPOSED 8" BASE COURSE
AutoCAD SHX Text
PROPOSED 12" STABILIZED SUBGRADE
AutoCAD SHX Text
PROPOSED 2" STRUCTURAL COURSE
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
PAVEMENT MARKING FOR PUBLIC SIDEWALK CURB RAMPS (PER FDOT INDEX NO. 17346)
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
ROADWAY PAVEMENT STRUCTURE
AutoCAD SHX Text
PAVEMENT COURSE 8" CONCRETE (4000 PSI) SUBGRADE 12" (95% MOD. PROCTOR) COMPACTED SUBGRADE
AutoCAD SHX Text
PROPOSED 8" CONCRETE PAVEMENT COURSE
AutoCAD SHX Text
PROPOSED 12" COMPACTED SUBGRADE
AutoCAD SHX Text
SEE ARCHITECTURAL PLANS FOR ADDITIONAL DETAILS.
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
ELEVATION SECTION
AutoCAD SHX Text
15" TO 18"
AutoCAD SHX Text
8"
AutoCAD SHX Text
3' OR MORE
AutoCAD SHX Text
STEEL 1.33 LBS/FT. MIN.)
AutoCAD SHX Text
2 1/2" MIN. DIA. WOOD;
AutoCAD SHX Text
POST (OPTIONS: 2" x 4" OR
AutoCAD SHX Text
TYPE III SILT FENCE
AutoCAD SHX Text
SEC. 985 FDOT SPEC.)
AutoCAD SHX Text
CONFORMANCE WITH
AutoCAD SHX Text
FILTER FABRIC (IN
AutoCAD SHX Text
VERTICAL
AutoCAD SHX Text
TOWARDS FLOW)
AutoCAD SHX Text
FILTER FABRIC
AutoCAD SHX Text
SILT FLOW
AutoCAD SHX Text
OPTIONAL POST POSITION
AutoCAD SHX Text
ED 20 DEGREES
AutoCAD SHX Text
PATTERN (CANT-
AutoCAD SHX Text
PRINCIPLE POST
AutoCAD SHX Text
20d +/-
AutoCAD SHX Text
GENERAL NOTES
AutoCAD SHX Text
1
AutoCAD SHX Text
4
AutoCAD SHX Text
OR PRE CAST CONCRETE.
AutoCAD SHX Text
OTHERWISE SHOWN. INLET TOPS SHALL BE EITHER CAST-IN-PLACE
AutoCAD SHX Text
2. THESE INLETS ARE TO BE USED WITH CONCRETE DROP CURB.
AutoCAD SHX Text
LOCATE OUTSIDE OF PEDESTRIAN CROSSWALK AND DRIVEWAYS WHERE PRACTICAL.
AutoCAD SHX Text
1. ALL STEEL IN INLET TOP SHALL HAVE 1 MINIMUM COVER UNLESS
AutoCAD SHX Text
A
AutoCAD SHX Text
MIN. 4'
AutoCAD SHX Text
1'6"
AutoCAD SHX Text
3'
AutoCAD SHX Text
3'
AutoCAD SHX Text
MONOLITHIC POUR
AutoCAD SHX Text
8"
AutoCAD SHX Text
TOP VIEW
AutoCAD SHX Text
1'6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
3"
AutoCAD SHX Text
THROAT DETAIL
AutoCAD SHX Text
@ 6" O.C. EA. WAY
AutoCAD SHX Text
NO. 4 BARS DIAG.
AutoCAD SHX Text
4" CONC. SLAB W/ NO. 4 BARS
AutoCAD SHX Text
@ 6" O.C. EA. WAY
AutoCAD SHX Text
U.S. FOUNDRY - USF 1255 AJ
AutoCAD SHX Text
TOP SLAB REINFORCING
AutoCAD SHX Text
2'
AutoCAD SHX Text
1'6"
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
4"(TYP.)
AutoCAD SHX Text
NO. 4 BARS @
AutoCAD SHX Text
GUTTER GRADE
AutoCAD SHX Text
SEE THROAT DETAIL
AutoCAD SHX Text
12" O.C. EA. WAY
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
4"
AutoCAD SHX Text
Varies
AutoCAD SHX Text
8" TYP.)
AutoCAD SHX Text
PRE-CAST CONCRETE
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text
RING & COVER (OR EQUIVALENT)
AutoCAD SHX Text
3,000 P.S.I. CONC.
AutoCAD SHX Text
LABEL STORM ON COVER
AutoCAD SHX Text
#3 DOWEL
AutoCAD SHX Text
3,000 P.S.I. CONC.
AutoCAD SHX Text
CEMENT GROUT
AutoCAD SHX Text
THIS SHEET
AutoCAD SHX Text
SINGLE (PC TYPE 1&2) = 5.7 C.F.S.
AutoCAD SHX Text
3. THROAT CAPACITY-
AutoCAD SHX Text
DOUBLE (PC TYPE 3) = 11.5 C.F.S.
AutoCAD SHX Text
MAX. 8'
AutoCAD SHX Text
SUIT PIPE
AutoCAD SHX Text
VARIES TO
AutoCAD SHX Text
8"
AutoCAD SHX Text
8"
AutoCAD SHX Text
MIN. 11'-0" (VARIES)
AutoCAD SHX Text
COLD JOINT (TYP.)
AutoCAD SHX Text
BACK OF CURB
AutoCAD SHX Text
A
AutoCAD SHX Text
8"(TYP.)
AutoCAD SHX Text
UNDERDRAIN (IF REQUIRED)
AutoCAD SHX Text
PIPE
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
PIPE
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
MIN. 4'
AutoCAD SHX Text
MAX. 8'
AutoCAD SHX Text
SUIT PIPE
AutoCAD SHX Text
VARIES TO
AutoCAD SHX Text
8"
AutoCAD SHX Text
8"
AutoCAD SHX Text
MIN. 6'-10"
AutoCAD SHX Text
CONCRETE POST REQUIRED
AutoCAD SHX Text
6"
AutoCAD SHX Text
TOP SLAB
AutoCAD SHX Text
FACE OF CURB
AutoCAD SHX Text
#5 REBAR @ 6" O.C FULL WIDTH.
AutoCAD SHX Text
POURED MONOLITHIC
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
#4 BAR
AutoCAD SHX Text
MIN. 4'
AutoCAD SHX Text
MAX. 8'
AutoCAD SHX Text
SUIT PIPE
AutoCAD SHX Text
VARIES TO
AutoCAD SHX Text
TRIM PIPE FLUSH
AutoCAD SHX Text
TYPE 'F' CURB
AutoCAD SHX Text
TYPE 'F' CURB
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
PLANNING ENGINEERING CONSTRUCTION ADMINISTRATION
AutoCAD SHX Text
7026 LITTLE ROAD NEW PORT RICHEY, FLORIDA 34654
AutoCAD SHX Text
727-849-8010 Fax 727-849-8020
AutoCAD SHX Text
CA# 00009572
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
3
