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. PAVING & DRAINAGE
SECOND REPLAT IN SEBASTIAN HIGHLANDS UNIT 9
�I FIRST REPLAT .IN SEBASTIAN HIGHLANDS UNIT 16
'O SEC. 18 TWP, 31'S. RGE. 39 E.
- GENERAL DEVELOPMENT ENGINEERING COMPANY
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1111 SOUTH BAYSHORE ' DRIVE MIAMI FLORIDA
- 4-/3-73 M.A. GENERAL GRADE C,NaN�,E.f E` DouBLE LANE 5CI UAfANN. t,.Y BY�a,a � P. E. N0. 12510
i I
J PAUL MELKONIAN STATE OF FLORIDA
k DATE D1KN. tY +
f Q ` I I DESCRI'tION kWD sY APPRArY DATENOV. 1972 DSG' BY: JMV. OWN BY, MB. ! RELEASED BYA SHEET NO. C '
F Q E✓ c o E �" j T ' R IF V L. 1 0 N�` SCALE AS SHOWN CWD BY.G,A_v. I APPR.B) 1 k Ft"f I 2 OF 4
- FILE
:
Relnfo r
9
�- -.
cln 4 bars s v
f/eld bent as shown
CONCRETE HEADWALL QUANTITIES
PIPE SIZE
D/MENS. CONC.
REINFORCING 2 '-4 BARS
Relnfo r
9
�- -.
cln 4 bars s v
f/eld bent as shown
CONCRETE HEADWALL QUANTITIES
PIPE SIZE
D/MENS. CONC.
REINFORCING 2 '-4 BARS
SPAN
/N IN.
RISE
INN IN.
C0NC•
CU. YDS.
LENGTH OF EACH
TOTAL WEIGHT LBS.
/8
//
4'-6,,
.2/
8'—l0"
11.8
22
13
, ##.
5!-6
2 6
/0' „
9
/4.4:
25
16
6'-3"
.32
/2'-3"
16.4
29
18
7-3"
.38
- /4'- /~
/8.8
36
22
9I O"
.51
/7'- 4"
23.2
43T
27
/0'-9"
.66
20=9"
27.7
6 6 6
T 6"
HEADWALL
QUANTITIES
/T ES
CONCRETE
P/PE SIZE
D/MENS.
C0NC•
RE/NFORC IG 2:04
SPAN
RISE
S
L
CU. YDS.
El
TOTALwEMHT
22"
13"
l -
?$
„
It
21.8 bs.
6 6 6
T 6"
. 1 '
HEADWALL QUANTITIES
HEADWALL
QUANTITIES
/T ES
CONCRETE
P/PE SIZE
D/MENS.
C0NC•
RE/NFORC IG 2:04
SPAN
RISE
S
L
CU. YDS.
LENBTH EACH
TOTALwEMHT
22"
13"
l -
8-4"
•39
16-4"
21.8 bs.
25"
16"
1'-0"
9� 4"
• 46
/8=3"
24.4 /bs.
29''
l8"
I' d'-10=8"
/5=0"
•54
20=9'�
27.7Albs.
36"
22"
/- 0"
13'-d
•70
23=4"
33.8 lbs.
43"
27"
2"
l5 L6"
89
= "
30 2
40 3 lb s.
50"
31"
/= 4"
18Le
07
35LO"
46.8lbs.
. 1 '
HEADWALL QUANTITIES
PIPE
DIAMETER
DIMENSION
CONCRETE
REINFORCING 2-29f4
L
CU. YDS.
LEAW 7W EACH
TOTAL wE/NHT
15"
31- 9"
/8"
4-6It
•24
9=/"
12.1 lbs.
2/'
5=3'
•30
/0'-7"
14.1 lbs:
_ 24"
6'- 0"
•36
12'- 0"
16.0 lbs
30"
7= 6"
• 49
/5=0"
20.0 lbs.
36#1
9'- 0"
• 64
17'11"
23.9 lbs.
42"
-10,-6"
•8/
20'41"
27.9 lbs -
WHEN
J USED AS A BARRICADE THE COMPONENTS WILL BE
/4 2//32 (2) 12 6 SPANS B 2 r_ ,�
Splice boNS/1t� _ FLARED ENDS TOTALING 28 5/2
3 CONCRETE POSTS AND A STOP DoH3/32
"
fl m^rods - ALTERNATE BLACK B WHITE STRIPES 4" WIDE AT AN
• ANGLE OF 459
x T f
orBv! HEXAGON VT L
SPLACE BOLT -POST BOLT S/32 deep x /5//8 c bora
(some except for feWA)
BOLT Q NUT DETAIL
(NOT TO SCALE)
GUARDRAIL
& BARRICADE DETAIL
(Not to scale
STANDARD a DETAILS
SECOND REPLAY IN SEBASTIAN HIGHLANDS UNIT 9
FIRST REPLAT IN SEBASTIAN HIGHLANDS UNIT 16
DOUBLE -PIPE ARCHES /
. S NGLE ROUND PIPE
SINGLE PIPE -ARCHES SEC. 18 TWR 31-S RGE.39 E.
- GENERAL DEVELOPMENT ENGINEERING COMPANY
1111 SOUTH BAYSHORE DRIVE MIAMI FLORIDA
HEADWAL.LS DE T-A/L
B Y l n
.j -u.11 �teses� P. E. N 0. 12510
PAUL MELKONIAN STAT OF FLORIDA
( NOT TO SCALE.) .. �
PATE OWXBY OEfCRIPTION Ctt•D BY AMR. iY ATE:
NOV. 1972 DSGN. BY:,i. • • DWN BY: 1VI,g, REIEAEED •Y: iNEET N0.
REVISION SCALE• s-5HOWN CK`D BY:GA•V• A/rR.WY: 3 or 4
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