13-96-0251'
P TYPE S -3 A.GS.C.
SLOPE VARIES
SLOPE VARIES
IN
6' LIMEROCK BASE, PRIMED, COMPACTED 12' COMPACTED SUBGRADE
TO A MN. 98 PERCENT DENSITY W/A 989a MOD. PROCTOR
MIN. CALCIUM CONTENT OF 10 PERCENT MAX. DRY DENSITY,
AS.TM. D -ISSi
LBR = 40 (MIN)
PAVEMENT SECTION
6x6 - 6/6 WlUF.
ALTERNATE: CONT 03 BAR IS' E.U.
W/ 3' MIN. COVER
3' SAND
CONCRETE PAVEMENT SECTION
3
C
ASP
CON
5ASE
TYPICAL TYPE "D" CURBING
2' -0 "TO EDGE
OF PAVEMENT
6' -0'
2-1/2"
5" I
IT
4 �. �I I� 7"
# 4 REBAR A SECTION A -A
CONCRETE WHEEL STOP DETAIL
EXISTING
PAVEMENT
EXISTN
BASE
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
8EC110N
TYPE "P" STRUCTURE
f)�
FOe MR'ORATED CMP. PIPE
JOKM AIM TO Be BANDED,
BUT NO 01AGMT
STAImAM —
CATCH BASH
(SEE W 22)
fu --=
PLASTIC PL
0
4' MAX 4' JOINT ewT i
ROCKLSEE/
•,k••. /fit I
STO. MA4440LL•
OR CATCH BASH
LEVELM CCMAM (a')
2.e<,
4'M
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I 02/01/2013
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FABRIC `••'
W
�;: °
BOTTOM R"
!SEE NOTE 2)
3
/:; • �$/
U_
CN THIS LEI5TH CP PIPE
_-
O
2
in <t
LENGTH OF FRENOH DRAW 05'- MPU
Qrn
2
WALL THICKNESS AND REINFORCEMENT
MANUFACTURED IN ACCORDANCE WITH
A.S.T.M. SPECIFICATION C -478 (LATEST
REVISION). REINFORCEMENT IN THE CENTER
1/3 OF WALLS.
#4 BARS 9" CCOW
8EC110N
TYPE "P" STRUCTURE
f)�
FOe MR'ORATED CMP. PIPE
JOKM AIM TO Be BANDED,
BUT NO 01AGMT
STAImAM —
CATCH BASH
(SEE W 22)
fu --=
PLASTIC PL
0
4' MAX 4' JOINT ewT i
ROCKLSEE/
•,k••. /fit I
STO. MA4440LL•
OR CATCH BASH
LEVELM CCMAM (a')
2.e<,
4'M
NOTE:
PLANTIN<s WHEN USED ON HIGH SIDE OF ROADWAYS, THE CROSS
SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE
OF THE ADJACENT PAVEMENT AND THE THICKNESS OF
THE LIP SHALL BE 6', UNLESS OTHERWISE SHOWN ON PLANS
6' 6' NEW ASPHALT PAVEMENT
T TO A NEAT STRAIGHT LINE (PARALLEL OR
PE ENDICULAR TO RUN OF ROAD)
PROPOSED PAVEMENT
PROPOSED BAS /
SAWCUT DETAIL
TYPE nF" CURB DETAIL
2 1/2'
a �
ctl 1
21 -41
2' 11' 21 11' 21
00
SO O's
o o
IOC
jOO
O O
;OO€
L
2 1/8'
1 1/2' 1 1/2'
21 -41
IIN.
CONC. WHEEL STOP
(SEE DETAIL)
NOTE:
ACCESSIBLE SPACES AND AISLES
SHALL NAVE 2% SLOPE MAXIMUM
PER 11 -4.1.
BLUE PAINTED
HANDICAPPED t
SYMBOL (TYPa'
4' WHITE STRIPES
f
HANDICAPPED 4, ?'
ACCESS (BLUE) Dc. *
GRATE DETAIL FOR TYPE nC" INLET
••4P•
'YELLOW DETECTABLE WAI;NINGS
VWEEN PEDESTRIAN AREAS AND
'- HICULAR CROSSING AS PER
-4.292 AND 5 F$.C.
H.C. RAMP DETAIL
5P 91
9'
NOTE:
SIGNING AND MARKING FOR HANDICAP PARKING STALLS
MUST BE IN ACCORDANCE WITH FOOT STANDARD INDEX 17346.
ALL PANT SHALL BE REFLECTORIIED PANT
L HANDICAPPED SIGN WILL BE OF FDD.T. (BLUE) COLOR
2. PAVEMENT BORDER LINES (ONE ON EACH SIDE) OF TIE HANDICAP SPACE WILL BE OF A
BLUE COLOR OF A CLIALITY EQUIVALENT TO SUPER STRIPE TRAFFIC PANT SOLD BY FOX
VALLEY SYSTEMS, INC. OF CARY, ILLINOIS, PHONE I -80O- 323 -4T10. SHALL BE STRIPED
ON THE LLEARNG SURFACE OF EAC 4 SPACE DESIGNED FOR THE HANDICAP PAWING
SPACE. ORDNANCE NO. 15W.
3. ALL LETTERS N MIDDLE PORTION OF SIGN ARE L5' SERIES AT L5' SPACNG.
4. ALL LETTERS N BOTTOM PORTION OF SIGN ARE P SERIES AT I' SPACING.
5. MINIM FM SHALL BE $250D0 PER ORDINANCE 2149, IWAA FB.C.
TYPICAL PARKING STALL DETAILS
N.T.S.
SOLID
WATERTIGHT
CAP
ONE HALF
24" DIAMEI
IEOPRENE -21
;ASKET
1LONG ALL 3 SIDES.
I OUTFALL
WALL MOUNTED
N CMU WALL
IS'
ALL LETTERS
38 SERIES C
25 SPACING
PARKING BY BETWEEN LINES
Le 3 DISABLED OF TEXT
PERMIT
I E, ONLY F7P -26
°0 750 x 450
35 RADII C LEGEND
COLOR TOP BOTTC
BACKGROUND BLUE WHITE
LEGEND
& BORDER WHI7F BLACK
FNI SURFACE
HANDICAP PARKING SIGNS SHOULD BE
F7P -26 AS PER FDOT STD. INDEX 17355.
HANDICAP PARKING SIGN DETAIL
Ts
12'
$250.00 FINE
ENFORCED FINE
F7P - 55
150 x 300
35 RADII 19 BORDER
25 SERIES C
WH17E BACKGROUND
BLACK LEGEND & BORDER
7FMPLA TE F7P -55, SIZE 6"X1811
W rH MESSAGE ENFORCED F7NE
$250.00 SHOLD BE POSTED
AS A SEPARA 7E SIGN
BELOW F7P -26
PER 11 -4.6.4 F$.C.
POLLUTION RETARDANT
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 SHALL BE
IN STRICT ACCORDANCE WITH THE MINIMUM ENGINEERING AND
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.LE. (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.
ONE WAY ONE WAY DO
ENTER
R64L) Rb -I(R)
36'X12' 36'X12' R9-I
(HIGH INTENSITY)
STOP
ONLY
RI -1 R3 -5(R)
30'X30'
(HIGH INTENSITY)
TRAFFIC SIGNS
N.T.S.
SIGNS ARE TO BE MOUNTED ON FLANGED POST
T
1
r
Kl
MI
ALL TE
SOLID W141 REFLECTIVE
CRMOPLASTIC AS PER
co
n
M
r �
i•-
t�
TRAFFIC SIGNS
I�
REVERSE RROWS
OPPOSAITE
DIRECTION OF
FLOW
G S & P
Design Services
For The Built
I
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 H A N D
I
P A R T N E R S
6030 Hollywood Blvd.
Suite 210
Hollywood, Florida 33024
9 54.9 81.9100
FIRM'S FLORIDA
CERT. NO.
AAP000034/CA3806
IB26000797/LC26000381
I
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I 02/01/2013
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•
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• NO SLOTS OR PEI!'ORATION6
FABRIC `••'
W
�;: °
BOTTOM R"
!SEE NOTE 2)
�o
/:; • �$/
U_
CN THIS LEI5TH CP PIPE
_-
O
2
in <t
LENGTH OF FRENOH DRAW 05'- MPU
Qrn
2
N' TO 50 Lt ONL• STIaJCTtlflE)
p��//�����'-��O' SECTION
Tf7ANSVEPSE SECT
LONgTUDWL SECTION
�SELECT PILL : ` i :
OMPLAW 11 MR
L PLASTIC FILTER FAMC !AT EACH SIDE, TOP AND BOTTOM) SHALL BE USED N SA 14D
�
%i %` F. �� 1=M
AIQAS AS NOTED ON FLA145 AND"R A5 DIMCTED BY THE EWNWR
^
PLASTIC FILTER
2. THE BOTTOM CP THE IDV LTRATM TRENCH GRALL BE 01-0 MZW EXISTM
FABRIC
GPWXM ELEVATWK LILESS FIELD CONDITIONS UL4119iAiT OTM WOE. 61 OR 6TIQPER
3. AFTER THE BALLAST ROCK HAS BEEN PLACID TO TM PROPER
/ 'PERT. CAP
W41E1lATN ORD4R TO AL1QU FDR
FULL CA11CUMPEWNCE
/
WTIAL SETTLJ?!Ht 11 WT�hL4�Y �,
OCC1R I• IT DOES TAIM PLACE, AMMCNAL BALLAST MM WILL BOTTOM ELEV.
BE ADDED TO
SEE NOTE 4
RESTORE TM BALLAST ROCK TO TFE MWN R ELEVATION, IEEE NOTE
SO THAT TM 9"ILTRATION TRENCH WILL EE CQ 4XW N ACCOIm-
2)
3'-0 ROCK
ANCE WTH THE DETAM
a NVERT ELEVATION TO BE AS SHCON N WC 22 (AVM =00ER OPWL O W4TM LEVELA
ALT. TRANS. SEECTION
!' THIS DETAIL 15 TO BE USED FOR P RETIQATMENT Q STOIIINIWTdR RW -OT, TFE NVlRf
MAY BE USED N AREAS U&NM IFOM:H OW LS
RILL NOT STAND VE MQ- CR "EM CAVE N
CP PIPE TO BE AS SHOW N WC. 22, P I'11l11M1m MENT HAS BEEN PROVIDED THR) One"
MEANS Ili• "tow Q FIR' CAW BE LOVER THAN SHOW N = 22.
MM TI! WATER TABLE b LIQLY TO OCCUR TO
BE USED AT n1ft ENSHM" DISCMTkX
FRENCH
DRAIN
DETAIL
NOTE:
PLANTIN<s WHEN USED ON HIGH 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
T TO A NEAT STRAIGHT LINE (PARALLEL OR
PE ENDICULAR TO RUN OF ROAD)
PROPOSED PAVEMENT
PROPOSED BAS /
SAWCUT DETAIL
TYPE nF" CURB DETAIL
2 1/2'
a �
ctl 1
21 -41
2' 11' 21 11' 21
00
SO O's
o o
IOC
jOO
O O
;OO€
L
2 1/8'
1 1/2' 1 1/2'
21 -41
IIN.
CONC. WHEEL STOP
(SEE DETAIL)
NOTE:
ACCESSIBLE SPACES AND AISLES
SHALL NAVE 2% SLOPE MAXIMUM
PER 11 -4.1.
BLUE PAINTED
HANDICAPPED t
SYMBOL (TYPa'
4' WHITE STRIPES
f
HANDICAPPED 4, ?'
ACCESS (BLUE) Dc. *
GRATE DETAIL FOR TYPE nC" INLET
••4P•
'YELLOW DETECTABLE WAI;NINGS
VWEEN PEDESTRIAN AREAS AND
'- HICULAR CROSSING AS PER
-4.292 AND 5 F$.C.
H.C. RAMP DETAIL
5P 91
9'
NOTE:
SIGNING AND MARKING FOR HANDICAP PARKING STALLS
MUST BE IN ACCORDANCE WITH FOOT STANDARD INDEX 17346.
ALL PANT SHALL BE REFLECTORIIED PANT
L HANDICAPPED SIGN WILL BE OF FDD.T. (BLUE) COLOR
2. PAVEMENT BORDER LINES (ONE ON EACH SIDE) OF TIE HANDICAP SPACE WILL BE OF A
BLUE COLOR OF A CLIALITY EQUIVALENT TO SUPER STRIPE TRAFFIC PANT SOLD BY FOX
VALLEY SYSTEMS, INC. OF CARY, ILLINOIS, PHONE I -80O- 323 -4T10. SHALL BE STRIPED
ON THE LLEARNG SURFACE OF EAC 4 SPACE DESIGNED FOR THE HANDICAP PAWING
SPACE. ORDNANCE NO. 15W.
3. ALL LETTERS N MIDDLE PORTION OF SIGN ARE L5' SERIES AT L5' SPACNG.
4. ALL LETTERS N BOTTOM PORTION OF SIGN ARE P SERIES AT I' SPACING.
5. MINIM FM SHALL BE $250D0 PER ORDINANCE 2149, IWAA FB.C.
TYPICAL PARKING STALL DETAILS
N.T.S.
SOLID
WATERTIGHT
CAP
ONE HALF
24" DIAMEI
IEOPRENE -21
;ASKET
1LONG ALL 3 SIDES.
I OUTFALL
WALL MOUNTED
N CMU WALL
IS'
ALL LETTERS
38 SERIES C
25 SPACING
PARKING BY BETWEEN LINES
Le 3 DISABLED OF TEXT
PERMIT
I E, ONLY F7P -26
°0 750 x 450
35 RADII C LEGEND
COLOR TOP BOTTC
BACKGROUND BLUE WHITE
LEGEND
& BORDER WHI7F BLACK
FNI SURFACE
HANDICAP PARKING SIGNS SHOULD BE
F7P -26 AS PER FDOT STD. INDEX 17355.
HANDICAP PARKING SIGN DETAIL
Ts
12'
$250.00 FINE
ENFORCED FINE
F7P - 55
150 x 300
35 RADII 19 BORDER
25 SERIES C
WH17E BACKGROUND
BLACK LEGEND & BORDER
7FMPLA TE F7P -55, SIZE 6"X1811
W rH MESSAGE ENFORCED F7NE
$250.00 SHOLD BE POSTED
AS A SEPARA 7E SIGN
BELOW F7P -26
PER 11 -4.6.4 F$.C.
POLLUTION RETARDANT
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 SHALL BE
IN STRICT ACCORDANCE WITH THE MINIMUM ENGINEERING AND
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.LE. (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.
ONE WAY ONE WAY DO
ENTER
R64L) Rb -I(R)
36'X12' 36'X12' R9-I
(HIGH INTENSITY)
STOP
ONLY
RI -1 R3 -5(R)
30'X30'
(HIGH INTENSITY)
TRAFFIC SIGNS
N.T.S.
SIGNS ARE TO BE MOUNTED ON FLANGED POST
T
1
r
Kl
MI
ALL TE
SOLID W141 REFLECTIVE
CRMOPLASTIC AS PER
co
n
M
r �
i•-
t�
TRAFFIC SIGNS
I�
REVERSE RROWS
OPPOSAITE
DIRECTION OF
FLOW
G S & P
Design Services
For The Built
I
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 H A N D
I
P A R T N E R S
6030 Hollywood Blvd.
Suite 210
Hollywood, Florida 33024
9 54.9 81.9100
FIRM'S FLORIDA
CERT. NO.
AAP000034/CA3806
IB26000797/LC26000381
I
I
,;,, . -;,,;• ,�: %�i••r,,a.�. ?;..,,. � ; . -.:., iii.:;':, I
iii, %, %%% %:'• iY/ ii
�I
REVISION
M
I 02/01/2013
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REVISION
No. - Date - Revision
I 02/01/2013
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------------ - - - - -- - - - --
•
.....................................................
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REVISION
No. - Date - Revision
I 02/01/2013
i Addendum M
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•
.....................................................
E
i
PAVING + DRAINAGE DETAILS