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S�MON
PROPERTY
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° A C 20' R OR AS SHOWN ON PLANS 1' -10" 1' -2"
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C4 1 /2" EXP. JOINT 6" 2" NATIONAL CITY CENTER
.� �� 6" 1 -1/2" TYPE S -I ASPHALTIC P•0• BOX 7033
° d INDIANAPOLIS, IN 46207
CONCRETE COURSE WITH 1
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S -III ASPHALTIC CONCRET (317) M1600
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COMRAC
COMPANY
1 111 Lincoln Road Mall
9ufte 510
Miami Beach, FL. 33139
(305) 532 -0433
CONTRACTION JOINT IN CURB 6" CURB DETAIL
R CURB AND GUTTER N.T.S.
\ ^ N.T.S.
8„ ASPHALTIC CONCRETE PAVING
° N.T.S.
� 3' -6"
J SECTION B -B SECTION C -C
N.T.S. N.T.S.
& VALEY GUTTER
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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.
CLASS I CONCRETE PAVEMENT
H (3000 PSI AT 28 DAYS)
6" 1' -6" 1' -0 WITH NONSLIP AGGREGATE FINISH H
" 1' -0° 4 AND MEDIUM TO FINE TEXTURED
BROOM FINISH
• N
2" R SLOPE TO 04 ? 12" LIMEROCK BASE
_ Z FIT DRIVEWAY COMPACTED TO 98% OF THE
`D 3" R MODIFIED PROCTOR MAXIMUM
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PAVEMENT PAVEMENT N DRY DENSITY O (MIN. MODULUS OF SUBGRADE K =200)
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3/4" R 3/4" R
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2' VALLEY GUTTER DETAIL
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�jMIAMI, FLORIDA
E (305) 666 -5474
A.A.C. 000404
BACKFILL IN ACCORDANCE WITH STANDARD MANDHOLE WITH METAL
SECTION 125.8 STANDARD COVER ATTACHED WITH STAINLESS -
OLIVERIO SANCHEZ, P.E.
SPECIFICATIONS FOR ROAD STEEL MACHINE SCREWS.
CIVIL ENGINEER
AND BRIDGE CONSTRUCTION.
FL REG." NO.`44771
P 6" STEEL PIPE
FILLED W/ CONCRETE
AND LEAVE CROWN AT TOP
SURFACE ON LOW SIDE OF PAVEMENT M ��;• • '� .
1 r_Orr TO BE 1/4" ABOVE LIP OF GUTTER EXCEPT
CORROSION RESISTANT
PAVERS (SET IN MORTAR) FC -2 TO BE 5/8 ABOVE LIP. SURFACE ON 6>�
COATING SHALL BE APPLIED
BEFORE PAINTING 1/4 "R HIGH SIDE TO BE FLUSH WITH GUTTER SLOPE VARIES
I
12" BED OF PEAROCK OR CRUSHED K' TRAFFIC YELLOW
AS ACTURER'S 4 #5
STONE FOR DRAINAGE SLOPE CONCRETE AWAY SPECIFICATIONS .. •a ' ° . _ C ISSUE.:QATE
FROM PIPE 6' FOR TRAFFIC AREAS •d • d Q
4" FOR SIDEWALKS d d • • Li, 8 -7-96
C �
- - • ' . a • • • • • CONCRETE BAND FLEXIBLE PAVT. ('� REVISION DATE
.. If _ .¢.. . . c
A • ' • 4'• (CLASS I CONCRETE, 3000 PSI)
_ CLASS I CONCRETE PAVEMENT
C) ' I � (3000 PSI AT 28 DAYS)
AWG BARE STRANDED COPPER :° �
/�� /����� /�� /�� /� \���� /�� /�� /�� /� LIMEROCK SUBBASE KEY PLAN o
GROUND WIRE IN CONCRETE POLE I I WELL COMPACTED COMPACTED TO 98% OF THE z
WITH 4' PIGTAIL AT BOTTOM END OF FILL MODIFIED PROCTOR MAXIMUM
DRY DENSITY (K =200) U
POLE AND 2 PIGTAIL AT TOP END. � � - w
16" CONCRETE FOOTING NOTE: PAVERS WILL BE INSTALLED
ACCORDING TO MANUFACTURER'S STABILIZED SUBGRADE (LBR 40)
o
CORROSION RESISTANT COATING SPECIFICATIONS AND ARCHITECT'S O APPLIES TO BOTH HIGH AND LOW SIDES OF PAVEMENT, LOW SIDE SHOWN. ate.
LAOUT PATTERNS D
16 SHALL BE APPLIED BEFORE j)
PLACEMENT a
V
CONCRETE POLE DEAIL
CADD FILE NAME
N.T.S. BOLLARD DETAIL CURB AND GUTTER AND TYPE A CURB ,C7 -01
N.T.S. PAVER AREA PAVEMENT ADJACENT TO FLEXIBLE PAVEMENT
N.T.S. DRAWING TITLE
.t
N.T.S. TYPICAL DETAILS
SHEET NUMBER
C7 ®01
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