HomeMy WebLinkAbout1981 - (#63) Martin Ave (Lane) Plans of Proposed Paving & Drainage0
I
INDEX OF SHEETS
SHEET No DESCRIPTION
I KEY PLAN
2 TYPICAL SECTIONS a DETAILS
PLAN a PROFILE (MARTIN LN)
4 PLAN a PROFILE t16'ALLEY)
5 CROSS SECTIONS(MARTINLN)
6 CROSS SECTIONS(I6'ALLEY)
plans of proposed I
0 m
paving and drainage
I �I�l_� I •
b
T aC S
„- 31 S
t
... ► : JOB
S 1)?tian� .: LOCATION
o�
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r
o .Cur:}Mirg— ...�.
� P �
P
a
Pat Flood Jr. MAYOR
Everett T. I
Phelanss VICE MAYOR
-Xichard B. Votapka COUNCILOR Frank J. Oberbeck COUNCILOR
Florence
ESTIMATED QUANTITIES
ITEM No.I DESCRIPTION ILUNIT QUANTITY
GRADING
STABILIZING
LIMEROCK BASE (6" THICK, PRIMED)
ASPHALTIC CONCRETE TYPE IL
24"' CONCRETE PIPE (CROSS DRAIN)
15Jl CONCRETE PIPE (CROSS DRAIN).
1211 CONCRETE PIPE (CROSS DRAIN)
SAND CEMENT (RIP -RAP)
GRASS SEED & MULCH
INLETS
L.S.
S.Y.
S.Y.
TON
L.F
L. F.
L.F
C.Y.
S.Y.
EA.
1
21376
21244
106
22
60
40
4
1,473
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.
DESIGNED DRAWN
DATE SCALE
"F D E S C R I P T 1 O N BY
q
CHECKED JOB NO.
APPROVED I FILE NO.
1 .
LLOYD AND ASSOCIATES
CONSULTING ENGINEERS
VERO BEACH FLORIDA ;
3
AI
3
AI
w
z_
J
"- -
" B""
'Su-'---'
BASE BASE V wIVIGRVIrf\
TYPICAL ALLEY SECTION
SCALE: I" = 2'
CONSTRUCT LIMEROCK BASE (6" THICK) PRIMED WITH I" TYPE a
ASPALTIC CONCRETE SURFACE COURSE.
- -- -- - ----8 , - -- - _ _ - -- - - 8
CBI
E L 8.00'
I
LIMEROCK BASE i
EXTRA LIMEROCK
24DIA. CONC. PIPE
REINFORCED CONC. PIPE
F/L EL. 4.75'
27- 3/4"
2" 10-7/8" 10-7/8" 2"
00
St
N
ro
N I I
I-I/2"
TYPE 'C' GRATE DETAIL
'B'
EXTRA LIMERC
Klf`KAI'' tNUWALL5
1 : 8 SLOPE
EXIST. GRADE
EL. 5.6
�- 10 - —
'A'
CROSS DRAIN PIPE DETAIL
(I65LWIDE ALLEY)
N
4
4-1/2" 34" x 26"
43" x 35"
FRAME WT. 335 LBS.
FRAME DETAIL
4-1/2"
N
in
= T
d&,
r��iVARIES 5' TO 10'
2 5' SURVEY 25
CONSTRUCTION
I
I I ' 4' 10 10' 4' 3'
I PROP. GRADE REFERS
zl
Z TO THIS POINT
I" ASPHALT
c 6 2.0% 6%.,
° 4
4
1 TO
MATCH EXIST.
GRADE
SECTION 'A -A' SECTION 'B-B'
—4 a I(1it
INLET DETAIL_
12" STABILIZED '--6" LIMEROCK
SUB -BASE BASE
TYPICAL ROAD SECTION
SCALE- HORZ i" = 5'
VERT I'� _ '
CONSTRUCT LIMEROCK BASE (6" THICK) PRIMED WITH 1" TYPE II
ASPHALTIC CONCRETE SURFACE COURSE.
I
*4 BARS, 12" O.C.
BOTH WAYS
31
I �
1
20' 20'
4.5± 411.5± 13.5'+ ( 4� 2.5'±
CROSS DRAIN PIPE DETAIL
SCALE: I" = 5' HOR .
I"= I' VER.
(MARTIN LANE)
a
NOTE:
COST OF EXTRA LIMEROCK BASE FOR CROSS DRAINS TO BE
INCLUDED IN CONTRACT UNIT PRICE FOR CONCRETE PIPE.
�?t VISION I DATE I ID E S C R I P T I O N
DESIGNED
DRAWN
CHECKED
S.R.M.
DATE
SCALE
APPROVED
12-17-81
SHOWN
BY
JOB NO.
81-0251
FILE NO. I TYPICAL SECTIONS AND MISCELLANEOUS DETAILS
DRAWING NG
LLOYD AND ASSOCIATES
CONSULTING ENGINEERS SHEET
VERO BEACH FLORIDA 2«
0
Z
�
Z
O
m
+
O
=
M.H.
O
m
H
O
Cn
O
Z
\S.
BEGIN CONST.
�. STA. 0+42±
CONN. TO EXISTING
PAVEMENT
„
C
Y
1 80
I
3
STA. 0+60 (25' LT.)
CONSTRUCT CATCH BASIN
O
CONNECT
TO EXIST.
GRATE EL. 11.00
S. INV. 8.80
INLET
8
11. 2NV.
(Exist.W. )
C.B. CON � L.F. 15" CONC. CONN. TO EXIST. PAV'MT. 25' LT. I SURVEY
P
n.58 15 R.
O
O �
_ N
II.78
In
x
z w
D LLJ
I
=w
a c.B.
11.39
U (Exist.)
J Q
a
3
Z
0
}
MEN
• e •
11.67
cr-
N v_
O
K
in O
w
ci12" PALM- - -
18" CAB. PALM
0 10 PINE
15R\ 15'R+ 3
• N SURVEY MARTIN LANE
•
• 12.22 N 700 28' 16" E
15" CONC. PIPE - — L0 -
_ a� l P I.
Q CONSTRUCTION oA PC _
$ - N I3.40 0� 13AO 13.30
IZ.91
15�R o Id R. 1� L5'R. 5�R. 5'R• 5 R.
� STA. 0160 (15' RT.) _ _ 3 J
I" IRON PIPE Z -,-
CONSTRUCT CATCH BASIN - - � --
GRATE EL. 11.00 R / W LINE x— cv !— 1
N. INV. 8.90 x—x--x---X— I � A.C. CONN. TO EXIST. �� l CONN. TO EXIST.
FENCE x 0) Q 1 DRIVE DRIVEWAY I 1 AC DRIVEWAY
I" IRON PIPE 0 14 CAB. PALM x x 0
/ I DRIVE
x x zJN WOOD RAIL FENCE � 6' HEDGE
x II rM 1
kl W cv ' CONST.
Q'Q CURVE DATA
A = 1057'41" RT.
R = 2133.38
T = 36.53
PC. STA. = 2 + 66
P 1. STA = 3.02.53
8' P R.C. STA. = 3.39.03
6' 6'
`-HEDGE
N
R/W LINE
1
1
�
I� �I
III
1
I
7.2Lo
MAINTAIN 3'-4' PERIMETER
4
r-
+
OF UNDISTURBED NATURAL
MATERIAL
" O 30"
'O 36OAK
PINE
O
sgc�
22O
o
LL
P. T. i
-
CONSTRUCT ASPHALTIC
CONCRETE PAVEMENT ss4
0
---
CONSTRUCT 40 L.F. 12' CONC. PIPE
•
O 18" OAK
m
� 20 R.
�I
w
O 24" OAK
7'
3
in f
CONST.
RIP -RAP
-
ENDWALL
6.58
O
(TYPICAL)
N
Q
C
Lo
N
i
®
IBC)
� cf
IQ- °
� O
�.
CONST.
CURVE
DATA
4
= 1057'41" LT.
R
= 2133.38
T
= 36.53
P1.
STA. = 3+75.56
PT
STA. = 4.12.06
SCALE: I" = 20'
END CONST. Ii- STA. 4+84±
CONNECT TO EXISTING
PAVEMENT
BENCHMARK INFORMATION
LOCATED AT SOUTHWEST CORNER
OF THE SEBASTI AN YACHT BASIN, SOUTH
HEADWALL
k CONCRETE .
ELEV.(+) 5.13
48 7024 MADE IN u S A."
/UoTE 5
0 APPEARS TO 9E,4AI Ag - 24 "
R. C. P Tf/PE P/ PE UAIDE.P U.S. t1o.
TO CgRR'! W,4TEe TO D/rCN WN/CN
TNEA/ CARRIES FLOW TO THE e/VER
�- DE,IJOTES POWER POLE
.-.r_ f-/ --10 rci ['OLl^1/C Oni L I AAI,-L/nP On/c
' Y_ STA. 2 t34.12 MARTIN LANE
o (L STA. 10+15
BEGIN CONSTRUCTION
CONNECT TO NEW
13.40 ' S R. PAVEMENT
00RAIEf-6 TO F i COR E125� ; ( I 6 OAK 12 L ////If FElvek CNA/,U O
•20" OAK I3
Z/^ ---�� 0 -�- __ _- I-Y r _ _ �_ —_
Q l O a OAK /11"CCTRU9 � / s ' r-dRRA11F ov/ M -- 0iO" OAK
9f1RU8
CID�� O EVATREE (2 PALM O O PEPPER TKEE IG W / DE A L �. E Y _
t0. <S) TREES "z,. � C O
w - 0 0 - 12".NACCLUiS'a 0 SURVEY N . I7 ° 19 29" W. .
�" 8"' BAN'/OV 'co"44K
CD
Z
N
i3'
G!/OODEU PosT 4r �— -
-�
`�` `�
WOODEAI POST
10 R. x CO,PNER OF C1/AJV FENCE {
X AT FENCE COPNEP
Q
x.
n '
Z
OvER GRON/TN OF
SMALL PEPPER TREES ,
Q
i
Nw
LOT 9
>
�+
cr
D
�+
.
.+ 4,
:..
OAKS a SNRUB.S
107 4
O (4) 3"OAKS
iO "OAK
11079 l: 1 7
'. STA. 16 + 45
END CONSTRUCTION
STA. 15 + 18 CONSTRUCT 22 L.F 24" DIA.
CONSTRUCT CATCH E CONC. PIPE THROUGH CATCH
BASIN IN CENTER I. o BASIN (SEE DETAIL) WITH
OF ALLEY a a RIP -RAP ENDWALLS
GRATE EL. 8.0 a ( ti INVERT EL. 4.75
K BOTTOM EL. 4.'` /
CORvER OF I L�. 5 of 'V
COS UER G
CAA/A/ LIAO( FENCE CHA/1/ L/A/K FEAlCE COUCPETE
s r�O vuneE v;
X —s — — • — —
•
0,-20 OAC _ CONSTRUCT ASPHALTIC ' CONCRETE m
,PAVEMENT co�
COT a
LOT 9
GRADE TO
DRAIN
o
a � I O(/ER GRO rN OF- SMALL i.4EEs- 3 !//NES
h
fOT /o Zt
o�
mo
'O1
Eal
48 7024 MALK IN a a.A u