HomeMy WebLinkAbout1982 - (#124) Proposed Control StructureTRACT
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SCALE :III RI
CONSTRUCT —TRENCH
NEW PAVEMENT
OF ROADWAY
B I I B -XISTING
_j
EXISTING PAVEMENT SHALL BE TRIMMED iHAVE "V1 C N T
ALONG A NEAT, STRAIGHT LINE
PLAN
I"ASPHALTIC r0N,`�REJE' TYPE 11
TACK COAT ALL SURFACES
AND EDGES VARIES
1_0d' 6'a CONCRETE BASE 3000*
MIN MIN
REINFORCED WITH a 6"X 6" 10/10
TRENCH BACKFILLED IN =0 WIRE MESH
q' COMPACTED LAYERS
PIPE TRE 11 I`Z, w P I I L F C, TO
L.F.VEL ONE (1) 1`00T 4P,)4E
CONDUIT IN 65"
VARIES COMPACTED L A\I( L 1<';
SECTION B— B
PAVEMENT RESTORATION DETAIL
24N 72" BAND
FILLED WITH C
DWN. BY
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IL Q . IF I _•_ T. W "
1, 1* 7 a Is 4 3 2 1 so#
5 16
•
t1.4 I"I'al.o c 1 21113 *4 961
4 os )EI 1 14 to
I _13
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all 371,
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LOCATION MAP
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to
7
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H MALL OUNTITiFS
PIPE
0 1 AMETI ER
DIMENSiOk
L
CONCRETE
Cu. YDS
PE IN IN ui _#41
LENGTH EACH
TOTAL WEIGHT
19
7' 8
10
E 1,
24
12. 1
?12'
3
30
1, 0 7
14 1
F
36
12' ":"
u
1' 0
ETE HEAbWALL DETAIL
GENERAL NOTES:
1) THE ALIGNMENT OF EXISTING PAVEMENT AS SHOWN IN PLANS
IS APPROXIT�IATE.
2) ALL EXISTING UTILITIES ARE TO BE VERIFIED BEFORE
BEGINNING WORK.AND ANY DISCREPANCIES ARE TO BE
REPORTED TO G.D.E. EAST COAST.
3) ALL WORK SHALL CONFORM TO THE CITY OF SEBASTIAN
SPECIFICATIONS.
4) ELEVATIONS ARL BASED ON NGVD.
PROPOSED CONTROL STRUCTURE AT
SCHUMANN DR. 8k SCHUMANN WATERWAY
SEBASTIAN EBASTIAN HIGHLAND UNIT 16 FLORIDA
CITY OF SEBASTIAN INDIAN RIVER COUNTY,
IQ DowU
: A Go—ol Dwo(opItt Subsodiary
PORT CHARLOTTE MIAMI VERO BEACH P.E.
FLORIDA STATE OF FLORIDA
DTE 2 /17/82 DSG By DW N BY RELEASED BY SHEET NO
DESCRIPTION JAI BYIOF I
REVISIONS S�ALESHOWN CK'D : BY APPR BY
FILE 82!�QO.6
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