HomeMy WebLinkAbout11th Street Paving & Drainage PlansINDEX
OF SHEETS
SHEET
NO.
ESCRIPTI "
I
KEY MA,
2
PLAN. &
Y PROFILE
3
CROSS
SECTIONS
4
CROSS
SECTIONS
5
DETAILS
CITY OF SEBASTIAN
plans of proposed
E 0
paving and drainage
11t"STREET
from: us.1,east pavement edge
to: north central, west pavement edge
_ro L A
''X
CONTY
GRANT
U.S. I
,NORTH CENTRAL AVE.
PROJECT
LOCATION
SEAS 71 AN
{8
2
1-� i
3 '
.
1
b y �
s
Pat Flood Jr. — MAYOR
Everett T. Gass am VICE MAYOR
Richard B. Votapka — COUNCILOR Frank J. Oberbeck — COUNCILOR
Florence Phelan — COUNCILOR Elizabeth Reid — CITY CLERK
ESTIMATED QUANTITIES
ITEM
PCRIPTIN
UNITS
Q ..1
1
I
GRADING
L.S.
2
STABILIZING
SQ. YD.
1898
1500
3
LIMEROCK BASE
SQ. YD.
4
ASPHALTIC CONC. TYPE 2
TON
7S
5
MIAMI CURB
L.F
10\:
6
INLETS
EA.
2
5 C e
7
EXFI LT TRENCH
L.F
8
GRASSING
ISQ.YD.
810
ITEM No. 2 INCLUDES 278 SQ.YD. STABILIZING
FOR DRIVEWAY RESTORATION AS
DIRECTED BY THE ENGINEER IN
THE FIELD. ( ESTIMATE BASED ON
5 — 20'x 25' DRIVEWAYS)
. IFS+GNFCi f;�2I��VP+ � CHECKED SOB NCB.
L L. Q Y D AND ASSOCIATFIr
I
._ ----- _ . •__. _ .._ _ _ DATE SCALE APPROW D FILE NO. CONSULTING E N G I N F. E R F,
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1 1 0 28.82 2 suave 4 COSST MIAMI CURB I g 14.32 I��M1`ret
1 {, �, ,'/ � I I th St. (JACKSON ST } Y Sta.5+6�
1 ffi survey '"" - - -_ - -' - o
1 �/ (REPLACE ASPHALTIC CONC. REPLACE ASPHALTIC ) is� 53'�0" Q�I
11- Strnc 1.70 CONTT. ASPHALTIC CONCRETE PAVEMENT
>I
1 29,25 - DRIVEWAY CONC. DRIVEWAY ^ QI
1 sto.. 0 + 00 rb J BonG� 14.36
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CONTT. MIAMI TYPE CURB 10, R 3'R of `� +
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STA. 0433
�28.3
8.45 , �29.8
�28.1
1
1
1
1 r28.4
28.551, i k �29.8 (EXIST. TYP)
1 28J
1
1
1 / 28.4
28.601, t
29.4
�28.2
10
a�
28.60 28.6
�
EXIST
3� 28.7
28.3'
W �51-oP S�
28.50
0
7g°��'lo" 28:66
STA. 4
STA. 5 + 12 (28' LEFT)
CONTT. CATCH
BASIN, APRON
AND 25 L. FT.
OF
EXFILTRATION
TRENCH
GRATE EL.
13.5'
PIPE EL.
BOTTOM EL.
8.5'
6.5
STA. 5+56
END COSTT.
CONNECT TO
EXISTING PAVM'T,
-' � r �h .
1
A.C. + 1,
tn r PNoW� Bo' -
BEGIN CONTT. CONNECT 1 (h. o -� E -� f 14.06 cI
TO EXIST. PAVM T w'll Noun¢-SPR1N!(1 ER ZUr1�1" Pole 5 S d�woJk Utility �AncJ�or S1 f Q)I
1 2 9.6 2 9.8 - - - - SPRI N K1 E2 �tncc _ - - - o I o " DAB E PAU'� - - Pole -
I - - - - - S✓y n
1 30' R I �
1 Z 30.2, ✓ 8" CAnc. r- -- _.__ P nc Coiclsfin�o
1 28.85 Q N nc. I i
{ t I
� EXIST � �' �, \ 3'�SiWG.r Oak Wall �8"�,pnc. �%.I� �'ur�p 51ab :. � P e. � I I
ro.�i" Av5{ �InC. 1 0 + 3 s,lV�- Gak w
36"Aou t pint...
1 p NOTES
I. DRIVEWAY REPLACEMENT
wx
STA 5+20
(28RT.)
1 a
W It•
0
COST TO BE INCLUDED
IN CONTRACT UNIT
CONTT CATCH
BASIN APRON
Z
1-
1 t 29.9
28.96 , C .
PRICE FOR GUTTER
AND 25 L. FT
OF
1
2. MAILBOXES TO BE RELOCATED
AS
EXFILTRATION
TRENCH
Q
1
NECESSARY BY CONTRACTOR.
ALL
GRATE EL.
PIPE EL.
13.75'
8.75
a-
COSTS INCIDENTAL THERETO
SHALL
PLAN-
BOTTOM EL.
6.75'
1 >r
i
BE CONSIDERED INCIDENTAL
TO
1
1 1 N.
THE CONTRACT
�Lr C PLATE 1 KEUF EL & PLAN-PROFILE
CO.
48 7024 MADE M U S.A.`
SHEET 2 OF 5
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PLATE 3 CROSS SECTION - DOTTED
CHARLES BRUNING COMPANY
MADE IN U.S.A.
SCALE: HOR. I"=51
V E R T. I'l = 2
SHEET 3 OF 5
�EC110N OF FXEILT-RAT10H TP.-F-MCAl-
SCALE: 1" = 2' 0"
10' .SQ. ASPHALTIC CONC. ,25�
APRON AROUND INLET
0"A.C. OVER 6" LIMEROCK )
TYPE `C'
FRAME AND GRATE
• o. •n r• a s O; s ,, o eo ,• a a. o • s
o I*jw
6 ' 2.'- �. � 2 / O ; • �o�.YPRaPYLJ=N�. F11_�'ER • �ABw� .. •.
_ d Op000O •
10 00 0 00
�- No I060.0�0 00 L
(� PIPE00
0 0 o
/
�000o G
' �O000a
I�aODO�
SF�C-T-
0 4 BARS a z
12"O.C. BOTHK��""
WAYS
l0
3 , Z
d-
VARIES
GRASSING
21
GRADE TO DRAIN
TOWARD APRON
2 1 Z!
VARIES
GRASSING
(2r. iz.r 22:
1
4
I
o
2
� O O O O fJ • o G G
0 C o o V� . •@ a O e. • p o v o d•. 6 C d 0 '° .
j CorvsrpDcr tAIA,IA l
L- -- -- - -- -- - - - - - - - - - - -- 'TYPE cope) (,TYp )
$vbGRAp /AtN. FQV ?$
TYPICAL 5EC [ON
Comsmocr UANr R=-K I%ksv-. C6'~rw C K) `PRJ^ED
w" !" TYPE Zl= ASPH,41..TtC CDNCRET& suR-IrAcE.
CLwiLcm.
SCALE: VERT
HOR. I"a5'
GAP 1=.ND
OF PIPE,
ci
NOTE: COST OF INLET. STRUCTURE,
ASSOCIATED EXCAVATION AND BACKFILL,
FRAME AND GRATE, ASPHALTIC CONCRETE
APRON, AND CONCRETE _ SPILLWAY SHALL
BE INCLUDED IN THE CONTRACT UNIT
PRICE BID FOR `INLETS", PER EACH.
COST OF EXCAVATION, PIPE, PIPE CONNECTIONS,
CAP, BALLAST ROCK, FILTER FABRIC, AND ` BACKFILL
SHALL BE INCLUDED IN THE CONTRACT UNIT
PRICE BID FOR "EXFILTRATION TRENCH; PER LINEAR FT.
4 34',, z G" 4�z„
43"X 35
FRAME WT. 335 LBS.
FRAME DETAIL
SCALE: I" = I` 0"
NOTE: FRAME AND GRATE SHALL
1 BE EQUIVALENT TO U.S. FOUNDRY
GRATE WT. 235 LBS. AND M FG. CORP. No. 9 -A
IECKED JOB NO.
PROVED FILE NO. T Y P I CA L SECTIONS AND. MISCELLANEOUS DETAILS
z
a
PAVEMENT
EXISTING R• �"� /SURFACE
GRADE R
' 2241" HORIZONTAL
CONTP-4 ' ION ` oI R TS ,y
MIDI . DEPTH OV c-f i .
SCALE: I "= 1' 0"
LLOYD AND AS
CONSULTING ENC
VERO BEACH