HomeMy WebLinkAbout1981 - (#56) Paving Grading & Drainage Details14 c' 14 12.5' 25' ! 12 5'
j 2' 10.5 10.5'
2
1 2 2' 1'
I2' j 2' 1SPOT ELEVATION SHOWN
SPOT ELEVATION SHOWN PG. 0•0'
SPOT ELEVATION P.G.0.0'
I ,
SHOWN CURB g" 6P.G.0.0' U 22 -0.22' I'
I
1/4/f1.' x `" i3,� 1/4"/ft. --�CURB P.G.0.0 I/4'%ft. 6
x r1/4"Ift. z ./ /4"/f x o xj x ! i. SPOT ELEVATION SHOWN VA GUTTERVALLEY GUTTER � • : �_ __
� _ VALLEY
SUBGRADE
SURFACE COURSE 7
SURFACE COURSE VALLEY GUTTER BASE
BASE
SUBGRACE BASE SURFACE COURSE
SUBGRADE ; SURFACE COURSE
BASE
SUBGRADE
is
SECTION "D _ DID SECTION IIC - C,I , �t
SECTION F - F
11
Scale: I" ° 5 ' . Scale I° = 5'
Roadways F, Parking l;
Scale
Surface - 1" Type II Asphaltic Concrete
Base - 6" compacted limerock or cemented coquina material
(primed)
Subgrade 8" compacted.
i.
Alternative Roadways $ Parking (Approved by Engineer
Prior to Construction)
1) Surface 1" Type II Asphaltic Concrete.
Base - 6" Compacted Soil Cement (primed)
2) Surface - 1" Type II Asphaltic Concrete
Base - 6" Mixed in Place (primed)
3) Surface - 1" Type II Asphaltic Concrete ~ '
Base - 4" Hot Sand Asphalt j
Subgrade- 8" Compacted. J scale I" = 50'
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H o G o a
J J �
U. S.
CHI G H WA Y No.
4 SOLID YELLOW LINE
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0
li f�4" SKIP R Q"IC(lI Ifl_f\ N
PAVEMENT MATERIALS FOR LEFT TURN CROSSOVER
AND RIGHT TURN LANE CONSTRUCTION U.S. HWY. I:
SURFACE: 3" TYPE -1 A3PHALTI CONCRETE
2 SIM'LAR MATERIAL FOR THE RIGHT
TURN LANE ONLY .
BASE: 81/2" LIMEROCK DOUBLE COURSE COMPLETE a PRIMED.
SUBGRADE: 12" STABILIZED MATERIAL TO AN L.B.R. OF 40 OR
FI_A. BEARING VA'_'IE OF 75 LBS. / SP. IN.
' TR.:F='C 'GS = 10E (\Ili'_. TIC Ti c.r I0 A_'_Ei 8 I EA'TEE"
NOTE:
1) All construction within the U.S. Highway No. 1. right-of-
way shall conform to Florida D.O.T. Permit #294:81.
2) Pavement markings shall conform to Florida D.O.T. Index
No. 17346, Sheets 1 & 2.
3) The contractor shall notify Florida D.O.T. at 305-461-1780,
24 hours prior to the start of construction.
4) Maintenance of traffic shall be the responsibility of the
contractor and shall be in accordance with the applicable
subsections of Section 102 of the "Standard Specifications".
r
40' R.
40' R .
INSTALL
STOP SIGN
I
E! _� 26 ---- ---- 24 ' t U ' 2 4' 12 14'
BOULEVARD
EX. ASPHALT
EX. MEDIAN EX. ASPHA'_T DECELARATION 80J'_EVARD
!LANE
I;
II j
I
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SECTION "C _ Ct��
j
Scale I" - 10'
120' R.O.W.
26, li
2 4' i = ' 8' 2 4' 2 6'
BOULEVARD EX. ASPHALT LEFT TURN MEDIAN EX. ASPHALT I BOULEVARD
LANE
o C.C.L CONSULTANTS,
j (1) 440 EAST SAMPLE ROAD — SUITE 102
SECTION H — H tI W POMPANO BEACH, FLORIDA 33064 (305) 786-1901
scale: 1 ' = 10
' J REFLECTIONS ON TH E RIVE
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p - PAVING GRADING AND
2/14/63 REV. FLOW TO G.D. UTILITIES L.L.L.I W DRAINAGE DETAILS.
REV. DATE DESCRIPTION BY Designed C.S.U. Drawn Che
M H . cker Scale As