11-360-014d
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2' 2'
2% Max. 2% MAX. 2% Max.
PROP. 12" STABILIZED
SUB —BASE MIN. L.BR -40
do COMPACTED TO 95%
SECTION $1"
N.T.S.
0
SLOPE AT A MAX. OF 1 :20 TO
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N.T.S.
CONSTRUCTION i
1. CONTRACTOR SHALL SUBMIT SHOP DRAMNGS FOR ALL MATERIAL TO BE USED.
CONTRACTOR SHALL NOT i` D•
APPROVED BY THE ENGINEER.
CONTRACTOR SHALL N077FY PRIOR TO COMMENCEMENT OF
WORK. i LE RESPONSIBILITY OF i i TO INSURE THAT
POURING ALL WORK GETS INSPECTED AND APPROVED BY THE ENGINEER PRIOR TO
CONCRETE COVERING WORK WITH THE FINAL
LAYER OF
j. ALL WORK PERFORMED IN A CLEAN AND NEAT MANNER ACCEPTABLE
TO THE ONWER • i
4. THE CONTRACTOR PRIOR TO PRICING 774E WORK
BECOME • i DIFFERENT
y i
i i! i! OF PROPOSED.
THE CONTRACTOR REQUEST ANY ADDITIONAL i• • i REQUIRED •
! 7741S WORK PRIOR To SUBMITTING A PRICE FOR it OUIZJNED
5. AMY AND ALL DEVIA77ONS FROM THESE PLANS SHALL BE
BY THE ENGINEER.
6. THE CONTRACTOR SHALL N077FY OF i
PROPOSED WORK AND EXISTING CONDITIONS AND SWU OBTAIN DIRECTIONS
TO HOW TO DEAL i DISCREPANCIES
-- M.E.G.
4" OR 6"
UNDER
DRIVEWAYS
Type "B" Joint
Type "A" Joint
ISOMETRIC 3=
C20SS—SLOPE SHALL NOT ' 2% AT ANY TIME
1/8 "_ 11
1 -1/2"
14m- "Bog JofLa
1/2
1/4"_ I
1 /2 "Rad:
1�me "A =Jont
Q all P.C.& P.T.s of Sidewalk,
Q Junctions with Existing Sidewalk,
do Q 20 L,F. Intervals.
Tyz)2 ifc» Joint
Where Sidewalk Abuts Driveways
and Concrete Curbs etc.
SIDEWALK DETAILS
N.T.S.
1 /2 "Premolded Expansion
Joint Material
A
q
R _ o i-to i -qne.
LAND $URVEYOR,S'
CIVIL ENGINEER$
LAND PLANNERS'
LB #87 CA #87
3240 C'0RPORATE WAY
MIRAMAR, FL 33025
TEL: (954)435 --7010
FFREVISIGINS X: (954)438 -3288
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Dra,!n, N . Date: 3 /29/11
i eck
N. Date: 3/29/11
A. i�{ r
NAVAS
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RES.
ear Ko.
50635
�knte of Florida
Date:
F
rdm#*ihhg c copies of this
eor the raised seal of
Profe ssional Engineer
/ Land Sur►�eyor. .T.S.
File ' No. Litt -4812
r
Dwg: No:
C®e
Sheet;
6OF6