12-86 1OF7-02010 11 12 13 14 15 16 17 18
MMON
PROPERTY
M
M GROUP
o_ A C 20' R OR AS SHOWN ON PLANS 1' -10" 1' -2"
6" 2" NATIONAL CITY CENTER
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1/2" EXP. JOINT P.O. BOX 7033
`i 6" 1-1/2" TYPE S -I ASPHALTIC INDIANAPOLIS, IN 46207
tK IN ° d CONCRETE COURSE WITH 1"
TYPE S -III ASPHALTIC CONCRET (31') 636 -1600
2' R
° TOP LAYER
3' -0"
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to
A L�
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d° ° PAVEMENT
8"
5' -0"
B C SECTION A -A
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8" LIMEROCK BASE
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N.T.S.
VALLEY GUTTER CURB AND GUTTER
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COMPACTED TO 95% OF THE
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MODIFIED PROCTOR MAXIMUM
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DRY DENSITY
PLAN
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(LBR 40)
N.T.S.
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d
STABILIZED SUBGRADE
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6" 1' -10" 1' -2"
10
NOTE: SEE GENERAL NOTE NO. 1
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N
SHE
CCOMRAS
COMPANY
1111 Lincoln Road Mall
Suite 510
Miami Beach, R, 33139
(3051532-0433
CONTRACTION JOINT IN CURB 6" CURB DETAIL '
�^ N � N
C-4 � OR CURB AND GUTTER N.T.S.
N. T. S.
ASPHALTIC CONCRETE PAVING =
8" N.T.S. '
3P-6"
SECTION B -B SECTION C -C
N.T.S. N.T.S. ,
& VALEY GUTTER
x
0
a
I I
JOINT USE POLES
1. THE LUMINAIRE AND ARM SHALL BE GROUNDED
2. THE SURGE PROTECTOR AND FUSES SHALL BE INSTALLED
AND LOCATED IN A LOCKABLE NEMA 3R BOX (SIZED BY
THE CONTRACTOR) ATTACHED TO THE SIDE OF THE POLE. ►�
0
CLASS I CONCRETE PAVEMENT U�
(3000 PSI AT 28 DAYS)
H V6"
1' -0" 1' -0" 4 AND MEODIUMPTOGFINEG EXTUREDH
� BROOM FINISH
N
cV
2" R i z SLOPE TO //- -COMPACTED LIMEROCK BASE TO 98%
r� - FIT DRIVEWAY OF THE
MODIFIED PROCTOR MAXIMUM
CO 3" R PAVEMENT - DRY DENSITY
PAVEMENT (MIN. MODULUS OF SUBGRADE K =200)
0
I
G - 3/4" R 3/4" R G
3
A / �, .� \\� \�� STABILIZED SUBGRADE
d.° n a (LBR 40)
d (O �/ X
2z s a
oZ 2.
2' -0" LU
�Q a
W a u Y
m 03
F w
CONCRETE PAVING
N.T.S.
z 2' CURB AND GUTTER DETAIL 2' VALLEY GUTTER DETAIL WOLF
F N.T.S. ALVAR�Z
N.T.S.
AN
c�
PARTNERS
X ARCHrrECIUYH • ENGDOEKING
W FLANMNG -DIM iOR DRUM
EXISTING CONCRETE POLE Z
5960 S.W. 57TH AVE.
Z MIAMI, FLORIDA 33143
E
Fj (305) 666 -5474
A.A.C. 000404
BACKFILL IN ACCORDANCE WITH STANDARD MANDHOLE WITH METAL OLIVERIO SANCHEZ, P.E.
SECTION 125.8 STANDARD COVER ATTACHED WITH STAINLESS CIVIL ENGINEER
SPECIFICATIONS FOR ROAD STEEL MACHINE SCREWS.
FL. REG. N0. 44771
AND BRIDGE CONSTRUCTION.
4'
`•'� Y
D 6" STEEL PIPE
ti. \
{ FILLED W/ CONCRETE
AND LEAVE CROWN AT TOP SURFACE ON LOW SIDE OF PAVEMENT
TO BE 1/4" ABOVE LIP OF GUTTER EXCEPT '1
CORROSION RESISTANT PAVERS (SET IN MORTAR) 1' -0" FC -2 TO BE 5/8" ABOVE LIP. SURFACE ON :f ,
COATING SHALL BE APPLIED 1/4 "R HIGH SIDE TO BE FLUSH WITH GUTTER SLOPE VARIES
z �
BEFORE PAINTING
TRAFFIC YELLOW As PER 5
MANUFACTURER'S 4 # ISSUE DATE
..,�~
� 12" BED OF PEAROCK OR CRUSHED SPECIFICATIONS . :. _ ' �a
STONE FOR DRAINAGE SLOPE CONCRETE AWAY a
FROM PIPE 6' FOR TRAFFIC AREAS d .Q a ' v d d. 8 -7 -96
4' FOR SIDEWALKS d d Q cq
CONCRETE BAND FLEXIBLE PAVT. C - � REVISION DATE
e • , '.:, s .fie d, e,••• n (CLASS I CONCRETE, 3000 PSI)
s
e a e. • d. 8
i I I I I I I I I CLASS I CONCRETE PAVEMENT
(3000 PSI AT 28 DAYS)
o
I III \ \ \ \ \ \ \ \ \ \ \\ \ LIMEROCK SUBBASE KEY PLAN
AWG BARE STRANDED COPPER �I I I I I /\ / \ / \ / \ / \/\ \ /\ / \ /\ /�" //' COMPACTED TO 98% OF THE Z
GROUND WIRE IN CONCRETE POLE '�I II ( I WELL COMPACTED MODIFIED PROCTOR MAXIMUM
WITH 4' PIGTAIL AT BOTTOM END OF I I I FILL DRY DENSITY (K -200) w
POLE AND 2' PIGTAIL AT TOP END. - u '~ 16" CONCRETE FOOTING NOTE: PAVERS WILL BE INSTALLED
ACCORDING TO MANUFACTURER'S STABILIZED SUBGRADE (LBR 40)
CORROSION RESISTANT COATING SPECIFICATIONS AND ARCHITECT'S APPLIES TO BOTH HIGH AND LOW SIDES OF PAVEMENT, LOW SIDE SHOWN. a.
B SHALL BE APPLIED BEFORE LAOUT PATTERNS B
PLACEMENT Q
CONCRETE POLE DETAIL CURB AND GUTTER AND TYPE A CURB CADDC�LE01NAME
N.T.S. BOLLARD DETAIL A PAVER AREA PAVEMENT
N.T.S. ADJACENT TO FLEXIBLE PAVEMENT DRAWING TITLE
N.T.S.
N.T.S. TYPICAL DETAILS
A SHEET NUMBER
A
C7 ®®1
1 2 3 4 5 6 "7 8 9 10 11 12 13 14 15 16 17 18 18 OF 39
8"
5' -0"
SHE
CCOMRAS
COMPANY
1111 Lincoln Road Mall
Suite 510
Miami Beach, R, 33139
(3051532-0433
CONTRACTION JOINT IN CURB 6" CURB DETAIL '
�^ N � N
C-4 � OR CURB AND GUTTER N.T.S.
N. T. S.
ASPHALTIC CONCRETE PAVING =
8" N.T.S. '
3P-6"
SECTION B -B SECTION C -C
N.T.S. N.T.S. ,
& VALEY GUTTER
x
0
a
I I
JOINT USE POLES
1. THE LUMINAIRE AND ARM SHALL BE GROUNDED
2. THE SURGE PROTECTOR AND FUSES SHALL BE INSTALLED
AND LOCATED IN A LOCKABLE NEMA 3R BOX (SIZED BY
THE CONTRACTOR) ATTACHED TO THE SIDE OF THE POLE. ►�
0
CLASS I CONCRETE PAVEMENT U�
(3000 PSI AT 28 DAYS)
H V6"
1' -0" 1' -0" 4 AND MEODIUMPTOGFINEG EXTUREDH
� BROOM FINISH
N
cV
2" R i z SLOPE TO //- -COMPACTED LIMEROCK BASE TO 98%
r� - FIT DRIVEWAY OF THE
MODIFIED PROCTOR MAXIMUM
CO 3" R PAVEMENT - DRY DENSITY
PAVEMENT (MIN. MODULUS OF SUBGRADE K =200)
0
I
G - 3/4" R 3/4" R G
3
A / �, .� \\� \�� STABILIZED SUBGRADE
d.° n a (LBR 40)
d (O �/ X
2z s a
oZ 2.
2' -0" LU
�Q a
W a u Y
m 03
F w
CONCRETE PAVING
N.T.S.
z 2' CURB AND GUTTER DETAIL 2' VALLEY GUTTER DETAIL WOLF
F N.T.S. ALVAR�Z
N.T.S.
AN
c�
PARTNERS
X ARCHrrECIUYH • ENGDOEKING
W FLANMNG -DIM iOR DRUM
EXISTING CONCRETE POLE Z
5960 S.W. 57TH AVE.
Z MIAMI, FLORIDA 33143
E
Fj (305) 666 -5474
A.A.C. 000404
BACKFILL IN ACCORDANCE WITH STANDARD MANDHOLE WITH METAL OLIVERIO SANCHEZ, P.E.
SECTION 125.8 STANDARD COVER ATTACHED WITH STAINLESS CIVIL ENGINEER
SPECIFICATIONS FOR ROAD STEEL MACHINE SCREWS.
FL. REG. N0. 44771
AND BRIDGE CONSTRUCTION.
4'
`•'� Y
D 6" STEEL PIPE
ti. \
{ FILLED W/ CONCRETE
AND LEAVE CROWN AT TOP SURFACE ON LOW SIDE OF PAVEMENT
TO BE 1/4" ABOVE LIP OF GUTTER EXCEPT '1
CORROSION RESISTANT PAVERS (SET IN MORTAR) 1' -0" FC -2 TO BE 5/8" ABOVE LIP. SURFACE ON :f ,
COATING SHALL BE APPLIED 1/4 "R HIGH SIDE TO BE FLUSH WITH GUTTER SLOPE VARIES
z �
BEFORE PAINTING
TRAFFIC YELLOW As PER 5
MANUFACTURER'S 4 # ISSUE DATE
..,�~
� 12" BED OF PEAROCK OR CRUSHED SPECIFICATIONS . :. _ ' �a
STONE FOR DRAINAGE SLOPE CONCRETE AWAY a
FROM PIPE 6' FOR TRAFFIC AREAS d .Q a ' v d d. 8 -7 -96
4' FOR SIDEWALKS d d Q cq
CONCRETE BAND FLEXIBLE PAVT. C - � REVISION DATE
e • , '.:, s .fie d, e,••• n (CLASS I CONCRETE, 3000 PSI)
s
e a e. • d. 8
i I I I I I I I I CLASS I CONCRETE PAVEMENT
(3000 PSI AT 28 DAYS)
o
I III \ \ \ \ \ \ \ \ \ \ \\ \ LIMEROCK SUBBASE KEY PLAN
AWG BARE STRANDED COPPER �I I I I I /\ / \ / \ / \ / \/\ \ /\ / \ /\ /�" //' COMPACTED TO 98% OF THE Z
GROUND WIRE IN CONCRETE POLE '�I II ( I WELL COMPACTED MODIFIED PROCTOR MAXIMUM
WITH 4' PIGTAIL AT BOTTOM END OF I I I FILL DRY DENSITY (K -200) w
POLE AND 2' PIGTAIL AT TOP END. - u '~ 16" CONCRETE FOOTING NOTE: PAVERS WILL BE INSTALLED
ACCORDING TO MANUFACTURER'S STABILIZED SUBGRADE (LBR 40)
CORROSION RESISTANT COATING SPECIFICATIONS AND ARCHITECT'S APPLIES TO BOTH HIGH AND LOW SIDES OF PAVEMENT, LOW SIDE SHOWN. a.
B SHALL BE APPLIED BEFORE LAOUT PATTERNS B
PLACEMENT Q
CONCRETE POLE DETAIL CURB AND GUTTER AND TYPE A CURB CADDC�LE01NAME
N.T.S. BOLLARD DETAIL A PAVER AREA PAVEMENT
N.T.S. ADJACENT TO FLEXIBLE PAVEMENT DRAWING TITLE
N.T.S.
N.T.S. TYPICAL DETAILS
A SHEET NUMBER
A
C7 ®®1
1 2 3 4 5 6 "7 8 9 10 11 12 13 14 15 16 17 18 18 OF 39