13-96-026I' TYPE 5-3 A.CS.C.
1'
SLOPE VARIES
SLOPE VARIES
1'
6' LIMEROCK BASE, PRIMED, COMPACTED z 12' COMPACTED SUBGRADE
TO A MIN. W PERCENT DENSITY W/A 9891° MOD. PROCTOR
MIN. CALCIUM CONTENT OF 10 PERCENT MAX. DRY DENSITY,
ASTI"I. D -155
LBR = 40 (MW
PAVEMENT SECTION
6x6 - 6/6 WJJJJ =.
ALTERNATE: CONT 03 BAR O 18' EM.
W/ 3' MIN. COVER
3' SAND
CONCRETE PAVEMENT SECTION
3
C
ASP
CON
BASE
TYPICAL TYPE "D" CURBING
2' -0 "TO EDGE
OF PAVEMENT
6' -0"
T� I I�
13"
LA �I Fes- 7"
1
# 4 REBAR SECTION A-A
CONCRETE WHEEL STOP DETAIL
EXISTING
PAvN7
» ............ EXISTIN
BASE
.. »......... V /
SAWCUT DETAIL
PLAN
4000 P.S.I. CONCRETE AT 28 DAYS
TYPE II CEMENT
WALL THICKNESS AND REINFORCEMENT
MANUFACTURED IN ACCORDANCE WITH
A.S.T.M. SPECIFICATION C -478 (LATEST
REVISION). REINFORCEMENT IN THE CENTER
1/3 OF WALLS.
#4 BARS 9- CCOW
SECTION
TYPE "P" STRUCTURE
Role PERROIeATED Cr1n PIPE
JONTS ARE TO BE OANDED,
OIIT NO aAe�r
OTANDARO STD. TiAN•ICLE
CATCH SAM OR CATCH EWN
(6m e0 u)
LL•VELN6 CO#6E (s')
Zlemycr P71
' iELE rLmrc FILM I , ,
4' MAO( 4'
jow
I .]
PLA "
FLInm
Maroc
• NO GLOM OR PEI!'ORATICNO
CN THWB L 043TW Cr PIPE
I
I
T
�/
e' FWV.
OFI CAP.
FULL GRCUhPEIMCE
eEt NOTE 4
tf i
i
4'
�ALJ AST
!EE 6HM Z
I
%i /i FCC
AIeEA6 AS NOItD CN PLANS ANDIM AS DIRECTED BY THe OP42MM
^
w
FAtlC
FLAG= F LTM
;� '••/'
/
& AFMX 7HE 6ALLJ.AOT ROCK LLAS UM PLACED TO THE PROPM
A
FAMC
1
FULL WIRMSltIe1EM
WAT N CMM TO ALLOW PM W tAL BErt &1W THAT FLAY
ER
t f
XI
DEE NOT! 4
OCCUR r IT DOW TAIL• PLACE, AMMCNAL CAL.LMT MM WLL
/`
v
`TSALLASt
00 THAT THE D?IL?RATION TM CH WLL DE CCP*•L.t M N Accam-
3' -C
ROCK
TRANSVERSE
WALL THICKNESS AND REINFORCEMENT
MANUFACTURED IN ACCORDANCE WITH
A.S.T.M. SPECIFICATION C -478 (LATEST
REVISION). REINFORCEMENT IN THE CENTER
1/3 OF WALLS.
#4 BARS 9- CCOW
SECTION
TYPE "P" STRUCTURE
Role PERROIeATED Cr1n PIPE
JONTS ARE TO BE OANDED,
OIIT NO aAe�r
OTANDARO STD. TiAN•ICLE
CATCH SAM OR CATCH EWN
(6m e0 u)
LL•VELN6 CO#6E (s')
Zlemycr P71
' iELE rLmrc FILM I , ,
4' MAO( 4'
jow
I .]
PLA "
FLInm
Maroc
• NO GLOM OR PEI!'ORATICNO
CN THWB L 043TW Cr PIPE
I
I
T
�/
e' FWV.
OFI CAP.
FULL GRCUhPEIMCE
eEt NOTE 4
tf i
i
4'
�ALJ AST
!EE 6HM Z
I
%i /i FCC
AIeEA6 AS NOItD CN PLANS ANDIM AS DIRECTED BY THe OP42MM
^
=
FAtlC
FLAG= F LTM
;� '••/'
/
& AFMX 7HE 6ALLJ.AOT ROCK LLAS UM PLACED TO THE PROPM
A
FAMC
1
FULL WIRMSltIe1EM
WAT N CMM TO ALLOW PM W tAL BErt &1W THAT FLAY
ER
t f
XI
DEE NOT! 4
OCCUR r IT DOW TAIL• PLACE, AMMCNAL CAL.LMT MM WLL
/`
(WE
`TSALLASt
00 THAT THE D?IL?RATION TM CH WLL DE CCP*•L.t M N Accam-
3' -C
ROCK
TRANSVERSE
SECTION
4, MtW MAVATM To of AS 6WOSN N WG U (AW OCWWR GP=M WATER LffleU
SiJ.ECT R-L
W MAX
aLv
NOTE z)
LONG11TUDOLAIL SECTION
No. - Date -( Revision
�'
f
; ,.'' / /-`� ILL ' o+,t�AP r r,.i
—
i
PLAOTTIC 19LTM
L PLASTIC FILTER MWC (AT EACH SIDE, TOP AND OOTTQT) SWALL DE USED N OMCY
%i /i FCC
AIeEA6 AS NOItD CN PLANS ANDIM AS DIRECTED BY THe OP42MM
^
PLASTIC FILn"
FAtlC
]. tF! OTOh Q TE E)?G1iA1N t?104 SAL DE W-O OELO Etl6TN
GF=ND MZVATIOL, UN280 FMLD COMM" WAI POff OTFE WOW 41 OR 6712P[R /
& AFMX 7HE 6ALLJ.AOT ROCK LLAS UM PLACED TO THE PROPM
' Mr. CA!!
WAVAMK R BFLALL W CAMMLY UIA&W DOW WTH CL.EM
FULL WIRMSltIe1EM
WAT N CMM TO ALLOW PM W tAL BErt &1W THAT FLAY
ER
DEE NOT! 4
OCCUR r IT DOW TAIL• PLACE, AMMCNAL CAL.LMT MM WLL
/`
BE ADDED TO W -STOLE THE aAL.L.A6T IeDCTG TO TM PIeOPER MZVATION (8EE NOTE 7) i,` ;';
`TSALLASt
00 THAT THE D?IL?RATION TM CH WLL DE CCP*•L.t M N Accam-
3' -C
ROCK
ANCE WTH ?W DETAIL&
4, MtW MAVATM To of AS 6WOSN N WG U (AW OCWWR GP=M WATER LffleU
ALT. TRAM SECTION
' P TLA0 MAIL U! TO EE USED ROe FIRW EAMEW Q STOR'WATM MN-O9! THE W-&W
WILL NOT STAND VW VW.AL, OR WERE CAVU IN
Q PIKE TO OE AS 6HOYN N = 22, P PRETREATMV HA6 l6E!?L PROVIDED nM OT}L m
=LCW nE WATER TANA 0 LIQLY TO OCCUR TO
MANE THE NVERT Q PTE CAN W LAUER THAN SHOUN N WC: T1.
OE USED AT THE ENOIIL'ER'0 DISCI! M
FRENCH
DRAIN
DETAIL
NOTE:
PLANTING WHEN USED ON WIG44 SIDE OF ROADWAYS, THE CROSS
SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE
OF THE ADJACENT PAVEMENT AND THE THICKNESS OF
THE LIP SHALL BE 6', UNLESS OTHERWISE SHOWN ON PLANS
6' 6' NEW ASPHALT PAVEMENT
—S T TO A NEAT STRAIGHT LINE (PARALLEL OR
PE ICUL TO RUN OF ROAD)
PROPOSED PAVEMENT
77
TYPE "F" CURB DETAIL
2 1/2'
I
0 �
C
I
21-41
2' 11' 2 11' 2'
;CO's
;oo
r oo
o o
' 'OOC
4 oo-
O O
IOC1
T O D
2 1/8
1/2' 1 1/2'
21 -4'
CONIC. WHEEL STOP
(ME DETAIL)
BLUE PAINTED
HANDICAPPED
SYMBOL (TYP.)•
4' WHITE STRIPES
HANDICAPPED—
ACCESS (BLUE)
GRATE DETAIL FOR TYPE "C" INLET
/1' h
DETECTABLE WAWINCsS
3ETWEEN PEDESTRIAN AREAS AND
'EHICULAR CROSSING AS PER
-429.2 AND 5 F.B.C.
' Ap' ;
F
H.C. RAMP DETAIL
NOTE:
ACCE5515LE SPACES AND AISLES
SHALL HAVE 2% SLOPE MAXIMUM
PER II -4.1.
bf
/ I
t
S
Z'
4. ...............s
4.
Z'
5' 12' 9'
.............. ............................... // .r ....... ........................... »n/.
NOTE:
SIGNING AND MARKING FOR HANDICAP PARKING STALLS
MUST BE IN ACCORDANCE WITH FDOT STANDARD INDEX 17346.
ALL PAINT SHALL BE REFLECTOR ZED PANT
L HANDICAPPED SIGN WILL BE OF FDOOT. (BLLE) COLOR
2. PAVEMENT BORDER LINES (ONE ON EACH SIDE) OF THE HANDICAP SPACE WILL i3E OF A
BLUE COLOR OF A QUALITY EQUIVALENT TO SUPER STRIFE TRAFFIC PAINT SOLD BY FOX
VALLEY SYSTEMS, INC. OF CARP, ILLINOIS, PHONE 1 -800- 323 -4110. SHALL BE STRIPED
ON THE WEARING SURFACE OF EACH SPACE DESIGNED FOR THE HANDICAP PAWNG
SPACE. ORDNANCE NO. 15W.
3. ALL LETTERS N MIDDLE PORTION OF SIGN ARE IS' SERIES AT 1.5' SPACING.
4. ALL LETTERS N BOTTOM PORTION OF SIGN ARE 1' SERIES AT P SPACMG
5. MINIM1JM FINE SHALL 5E x25000 PER ORDNANCE 2149,114foA FB.C.
TYPICAL PARKING STALL DETAILS
N.T.S.
SOLID
WATERTIGHT
CAP
ONE HALF
24" DIAMET
IEOPRENE
;ASKET
ALONG ALL 3 SIDES.
OUTFALL
///N
WALL MOUNTED \
M CMU WALL
IS'
ALL LETTERS
r .T8 SERIES C
PARKING BY BETWEEN LINES
ISABLED OF TEXT
PERMIT
LED
»ONLY F7P - 26
750 x 450
35 RADII C LEGEND
COLOR TOP BOTTC
BACKGROUND BLUE WHITE
LEGEND
& BORDER WHITE BLACK
FINISHED
HANDICAP PARKING SIGNS SHOULD BE
F7P -26 AS PER FDOT S7D. INDEX 17355.
HANDICAP PARKING SIGN DETAIL
POLLUTION RETARDANT
WIN
$250.00 FINE
ENFORCED FINE €�
FTP - 55
150 x 300
35 RADII 19 BORDER
25 SERIES C
WHITE BACKGROUND
BLACK LEGEND & BORDER
7EMPLA 7F F1P -55, SIZE 6"X18",
WITH MESSAGE ENFORCED FINE
$250.00 SHOLD BE POSTED
AS A SEPARA TE SIGN
BELOW F7P -26
PER 11 -4.6.4 F.BZ.
Ln
T-
PAVING -I- DRAINAGE NOTES-
1. ALL MUCK UNDER THE PROPOSED DRIVEWAY AND PARKING AREAS SHALL
BE REMOVED AND REPLACED WITH COMPACT ACCEPTABLE FILL IN
ONE -FOOT LIFTS TO 98% DENSITY. ----- - - -
2. ALL LABOR, MATERIALS AND METHODS =oF INSTALLATION aHAIL BE
IN STRICT ACCORDANCE WITH THE MINIMUM EN- GINEERfNG AN[
CONSTRUCTION STANDARDS ADOPTED BY MIAMI -DADE COUNTY.
3. ALL UNDERGROUND UTILITIES AND DRAINAGE IS TO BE INSTALLED
BEFORE SUBGRADE IS CONSTRUCTED.
4. ALL ELEVATIONS REFER TO N.G.V.D.
5. ALL PIPE SHALL BE REINFORCED CONCRETE PIPE, OR AS INDICATED.
6. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO SAFEGUARD
ALL EXISTING STRUCTURES AND UTILITIES, ANY DAMAGE DONE TO
EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO
EXPENSE TO THE SUBJECT UTILITY. CALL U.N.C.L.E. (1 -800- 432 -4770)
48 HOURS BEFORE DIGGING.
7. ALL CONCRETE SHALL BE 2500 P.S.I., UNLESS OTHERWISE NOTED.
8. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UNDERGROUND UTILITIES.
9. ALL PERFORATED PIPE SHALL BE PERFORATED FOR THE FULL
CIRCUMFERENCE. THE FIRST FOUR FEET FROM CATCH BASIN
SHALL BE NON - PERFORATED.
10. CONTRACTOR TO DISCARD ALL UNUSABLE MATERIAL AT APPROVED
DISPOSAL SITE.
11. CONTRACTOR TO PROTECT ALL EXISTING UTILITIES.
12. CONTRACTOR SHALL VERIFY EXISTING ELEVATION ON PAVEMENTS,
RIMS, ETC. & INFORM ENGINEER OF DISCREPANCY.
13. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS AND /OR
SPECIFICATIONS FOR FILL REQUIREMENTS UNDERNEATH BUILDING PADS.
JNE WAY ONE WAY DO
ENTER
R6 -KL) R6 -KR)
36'X12' 36'X12'
30'X30'
(HIGH NTENSIm
STOP
ONLY
RI_1 R3 -5(R)
30'X30'
(NIGH NTENSITY)
TRAFFIC SIGNS
N.TS.
SIGNS ARE TO BE MOUNTED ON FLANGED POST
TRAFFIC SIGNS
G S & P
Design Services
For The Built
Environment
■
Atlanta Birmingham
Cincinnati
Columbus Dallas
Fort Lauderdale
Knoxville Jackson
Jacksonville Louisville
Memphis Nashville
Richmond Tampa
■
G R E S H A M
S M I T A N D
P A R T N E R S
6030 Hollywood Blvd.
Suite 210
Hollywood, Florida 33024
954.981.9'100
FIRM'S FLORIDA
CERT, NO.
AAP000034/CA3806
I B26000797/LC26000381
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REVISION
No. - Date -( Revision
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REVISION
No. - Date -( Revision
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PAVING + DRAINAGE DETAILS