HomeMy WebLinkAbout1981 - (#24) Martin Lane & 16 Ft Alley Paving & Drainage Plans6
INDEX OF SHEETS
SHEET Nol 1 DESCRIPTION
KEY PLAN
2
TYPICAL SECTIONS a DETAILS
3
PLAN 81
PROFILE (MARTIN LN)
4
PLAN a
PROFILE t IWALLEY)
5
CROSS
SECTIONS(MARTINLN)
6
CROSS
SECTIONS(I6-ALLEY)
CITY OF SEBASTIAN
plans of proposed
paving and drainage
MARTIN LANE
16 FT. ALLEY
xiL
,
o
r
• JOB"
'p CF�o.rci21 LOCATION
6 .j
Ch
�a .,�,��' �E c
12 ! ------ --- 7 `
s `ti
J
oFeate is i
Pat Flood Jr. -MAYOR
Everett T. Gass -VICE MAYOR
PhelanNwichard B. Votapka � COUNCILOR Frank J. Oberbeck � COUNCILO
Florence Elizabeth
� ESTIMATED QUANTITIES I
ITEM No.I
3
4
5
6
7
8
9
10
DESCRIPTION
GRADING
STABILIZING
LIMEROCK BASE (611 THICK, PRIMED)
ASPHALTIC CONCRETE TYPE IL
241-` CONCRETE PIPE (CROSS DRAIN)
15"' CONCRETE PIPE (CROSS DRAIN).
12It CONCRETE PIPE (CROSS DRAIN)
SAND CEMENT (RIP -RAP)
GRASS SEED a MULCH
INLETS
Fu—NI-T I NTITY
L.S.
S.Y.
S.Y.
TON
L.F
L. F.
L. F.
C.Y.
S.Y.
EA.
21376
21244
106
22
60
40
4
11473
3
ITEM N° 2 — INCLUDES 291 S.Y EXTRA STABILIZED SUBGRADE FOR DRIVEWAY RESTORATION, AS
DIRECTED BY ENGINEER IN THE FIELD.
ITEM N° 3 — INCLUDES 274 SY. EXTRA LIMEROCK BASE MATERIAL NEEDED FOR DRIVEWAY RESTORATION,
AS DIRECTED BY ENGINEER IN THE FIELD.
ITEM N° 4 — INCLUDES 13TONS EXTRA ASPHALTIC CONCRETE PAVEMENT NEEDED FOR DRIVEWAY
RESTORATION, AS DIRECTED BY ENGINEER IN FIELD.
IC
DESIGNED DRAWN CHECKED JOB NO. DRAWING NO.
LLOYD AND ASSOCIATES
DATE SCALE APPROVED FILE NO,
CONSULTING ENGINEERS SHEET of
FIVISION DATE DESCRIPTION BY VERO BEACH FLORIDA 1
4F 21119
ME
R
M
1" ASPHALT
2.0% 2.0% f
OL
12" STABILIZED
SUB —BASE
6" LIMEROCK
BASE
TYPICAL_ ALLEY SECTION
SCALE: I" = 2'
CONSTRUCT LIMEROCK BASE (6" THICK) PRIMED WITH I" TYPE II
ASPALTIC CONCRETE SURFACE COURSE.
27- 3/4
2" 10-7/8" 10-7/8 2OD
N
M
N L 1 L
1-1/2" 2Ll-IC2�
TYPE 'C' GRATE DETAIL -
SCALE:
CROSS DRAIN PIP
- SCALE: i= 2' --
(16' WIDE ALLEY)
N
4
4-1/2" 34" x 26'
43" x 35" _
FRAME WT. 335 LBS.
FRAME DETAIL
EXTRA LIMERO
RIP -RAP ENDWALLS
1 :8 SLOPE
EXIST. GRADE
EL. 5.6
10 —
4-1/2"
4�
6 �
4
I I— TO
MATCH EXIST.
77
GRADE
i
SECTION 'A -A' SECTION 'B-B'
f I I I
I I I i
I I I I
'4In
INLET DETAIL
VARIES 5' TO 10'
25� SURVEY 25�
CONSTRUCTION
I
10� 10� 4�
I PROP. GRADE REFERS
TO THIS POINT
I I" ASPHALT
2.0% 2.0% S o�
o O e G , o G 6 o J � � p e e e,►
p o e 6
3� 8�
12" STABILIZED �'-6" LIMEROCK
SUB —BASE BASE
TYPICAL ROAD SECTION
SCALE- HORZ 1;; =
VERT I =
CONSTRUCT LIMEROCK BASE (6" THICK) PRIMED WITH I" TYPE II
ASPHALTIC CONCRETE SURFACE COURSE.
# 4 BARS, 12" O.C.
BOTH WAYS
4.5'± 4'
11.5'±
13.5' #
20'
CROSS DRAIN PIPE DETAIL
SCALE: I" = 5 ' HOR .
I"= I' VER.
(MARTIN LANE)
4' 2.5't
NOTE:
COST OF EXTRA LIMEROCK BASE FOR CROSS DRAINS TO BE
INCLUDED IN CONTRACT UNIT PRICE FOR CONCRETE PIPE.
REVISION DATE
DESCRIPTION
DESIGNED
DRAWN
S. R. M.
CHECKED
I12-17-81
DATE
SCALE
SHOWN
APPROVED
JOB NO.
81-0251
FILE NO. TYPICAL SECTIONS AND MISCELLANEOUS
LLOYD AND ASSOCIATES
DETAILS CONSULTING ENGINEERS
VERO BEACH FLORIDA
DRAWING NO.
SHEET OF
2 6
v
N
O
48 7024 MADE IN U S d
w
Q
m
0
w
Y
UJ
U
p W w
y
W p < U
W --j to
K 0MCL W
uj
-i ui w w
cnar-aa
Y
-J w O
4 >- m
L cr-, W
z'� O
Z Z
MCA LE : 1 Z' VEf2T.
f = 5' F OR I z .
VLAI L 3 LKV55 SLLI IUN - UUT I LU
CHARLES BRUNING COMPANY
MADE IN U.S.A.
SHEET OF
-- 5 6