HomeMy WebLinkAboutResolution_33-00/01_03/08/2001RESOLUTION NO. 33-00/O1
•
•
A RESOLUTION OF THE VILLAGE COUNCIL OF THE
VILLAGE OF TEQUESTA, PALM BEACH COUNTY,
FLORIDA, AWARDING A PROPOSAL TO WYNN & SONS
ENVIRONMENTAL CONSTRUCTION, INC., OF WEST PALM
BEACH, FLORIDA, IN THE AMOUNT OF $41,957.50,
FOR PATHWAY AND CURBING IMPROVEMENTS ON
SEABROOK ROAD, AUTHORIZING AN INTRA FUND
TRANSFER OF $138,000, TO FUND THIS PROJECT
AND, AUTHORIZING THE VILLAGE MANAGER TO
EXECUTE THE APPLICABLE PROPOSAL ON BEHALF OF
THE VILLAGE.
NOW, THEREFORE, BE IT RESOLVED BY THE VILLAGE
COUNCIL OF THE VILLAGE OF TEQUESTA, PALM BEACH
COUNTY, FLORIDA, AS FOLLOWS:
Section 1. Consideration to award a proposal to
Wynn & Sons Environmental Construction, Inc., of
West Palm Beach, Florida, in the amount of
$41,957.50, for pathway and curbing improvements
on Seabrook Road, authorizing a Intra Fund
Transfer of $138,000, attached hereto as Exhibit
"A" and incorporated by reference as a part of
this Resolution is hereby approved and the Village
Manager of the Village of Tequesta is authorized
to execute the same on behalf of the Village.
THE FOREGOING RESOLUTION WAS OFFERED by
Councilmember Schauer who moved its
adoption. The motion was seconded by
Councilmember Genco and upon being
put to a vote, the vote was as follows:
FOR ADOPTION
Joseph N. Capretta
AGAINST ADOPTION
Elizabeth A. Schauer
Sharon D. Walkex
Geraldine A. Genco
Basil E. Dalack
•
•
The Mayor thereupon declared the Resolution duly
passed and adopted this 8th day of March, A.D,
2001.
MAYOR OF TEQUESTA
C ~~ s
oseph N.Capretta
C
ATTEST:
oann Manga ello
Village Clerk
Word\Resolution\Wynn&Sons
•
WYNN & SONS ENVIRONMENTAL CONSTRUCTION, INC.
~55 1st Lane South
est Palm Beach, FL 33411
Phone 561-686-6077
Fax 561-686-2433
PROPOSAL:SEABROOK ROAD CURB ~
SIDEWALK
I NAME/ADDRESS I
VILLAGE OF TEQUESTA
357 Tequesta Drive
Tequesta, FL 33469
ATTN: GARY PRESTON
•
•
DATE
1124/2001
~r ^
* `~..
EXHIBIT "A"
ITEM DESCRIPTION QTY RATE TOTAL
PLANS BY GEE 8 JENSEN DATED 3J13/00
PRICING AS PER PALM BEACH COUNTY
ANNUAL CONTRACT #00052
I 0.00 0.00
# 7 REMOVE EXISTING ASPHALT(PER SYIN) 1,296 1.00 1,296.00
# 8 EXCAVATION (PER CY) 899 5.00 4,495.00
# 9 EMBANKMENT (PER CY) 449 4.00 1,796.00
# 24 4" CONCRETE PATHWAY(PER SY) 907 21.00 19,047.00
# 25 6" CONCRETE PATHWAY (OR 62 23.00 1,426.00
DRIVEWAY)(PER SY)
# 40 CONCRETE CURB 8 GUTTER TYPE "F" 1,693 7.50 12,697.50
(PER LF)
#121 ALUMINUM PIPE HANDRAIL (3 RAIL)(PER 40 30.00 1,200.00
LF)
THIS WORK W{LL COMENCE 10 DAYS
~ FROM NOTICE TO PROCEED 8 BE
i COMPLETED WITHIN 30 WORKING DAYS
TOTAL
$41,957.
•
W ~ j ~ ~ ~ ~
o m i ~ W TOP OF ~ 1 : 9CALE:.1'•20'
°3 ~~ BANK I FLARED END ~ END TYPE 'F' CURB AND CUTTEk
i~! i I ' NCED/•300 P RAF.O.O.TN NDEX~( 300
dm~ i:' ' ' I O 3 ! TYP. ALL DRIVEWAYS
I CURB CUT RAA4P 1 tS- O (T1P.) ( )
UO ! ~•' PER D.O.T. O` ~ < ASPHALT Df~
~ u ! !:! ,:• •' INDE% / 304 m : '~
~ ! `!, :,; ;; ? A E R• OEAO ASPHALT ASPHALT ORIYE I ASPHALT 5.60E
nZ .' ,. T:+t (T~•) ! ~ rTREE ASPHALT DRIVE SIDEWALK ~ SIDEWALK MAlL80X i~
yr t _~. `, MAll86X O ` `~/1Y- SIDEWAL~ - -- 1 - - r _ - _ a
5.29E ~ Ly SOUTHERN BELL - `S., ://1~~. _ - f' -'~ ~~~ ~ ~
36' R.C.P. PECESTAL CONCRETE ~~, . t,h, + ~ 1 ', •,
INV= 0.56 C ASPHALT DRIVE ! ` ;• MAILBOX ++ .E MIALBOX 6 4, I
STORM MANHOLE ~ ..^ .fi,,LL ~ ASPHALT ~:~.. =~„ SICEWAL
K 5.63E 1 I `'^~ vy vY ~r' ~%i ^ S
(FILLED WITH WATER) +~,^:; 2=cr' FOUND t/Y SIDEWALK '- ^J- ^- .._ -»• "-...
''/ `~~~
RIM EL.=5.76 ;, wON ROD MAILBOX pn ~/
...... .... ~ S ~ ._ ~F ,
BOTTOM EL=,-9.51 ~ "' "'~ ._..._..... - ` -"""- __, _
zf
_._ ~ ,
wESi INV. J6 INV= -5.19 "R ~ r. - ~ - - <Z " ~ _ .. °""
SOUTH INV. 36 INV.= -6.50 f. yy - . ' ruy '• '. ., mA ... --""` _
, .__.. ..
rn tS _ __.....~_ ~ _ ~ )
• y .,e..,r ~. ~ c t o ~.~~ --•
. '' i ?~v"a ~~ ;' `:; ~ ~ ~ ~ fi ~ c. t `E" ~•+t ~ r 5 52E S ` r^> 5.43E `?•'` ~. M1'~ L ~.y
CATCH BASIN 6 ~ ~ ^.t 5.93E N CURB CUT RAMP S` S ~ `-~ ~ ~~' ,. ` :0 c~. ~ 1Q
(FILLED WITH WATEA) ~ + ~ 5.62 5.95E „• c~; ~,a PER D.O.T. v Sa" A' t` ~~ TYPE 'f' CURB C W W
R ' % = 4%E, `~ ~ INDEX / 304 w & CUTTER (TYPJ E '~,: Z;
IM EL=5.~9 i '~ ~, •~,
J
., /
WEST INV. 36 R.C.P.= -1.43 ! i ! ~aM1 0'~, E,ITYp,) J^ r
,,; ~%
EAST INY. ]6' R.C.P.= -4.45 t} 4 ~'?
1 • ~yC :1y ~,~~
SOUTH INV. 24' A.C.P.= -4.45 ;' I . '"
//,, 3
, t~f ? ~ Vim) , ~~ ~y
5 ////{{{--^~- N
.,
~~ ri ' lif __ -
f} ~ f1 5.58E '. `S~ ~ ~_...._ ._._...._,_...._......_._._.._._._~._._ ~- _.. _ _. •
._ .._._
~ 542 t ~~. ~~
CATCH BASIN r' t _.> " .A_ •-_ ~ .. .... _,_. ~~"~~--
(FILLEO VNTH WATER) _,y ~ .. • °~ ~ xc .: ~ - ~ ., _ _. __ - _ _ .
;x``z '4- ~`` • ! `5 ' 2 :I S 4S i 4.91E ~q9 s ''.as' ++ `zii.
RIM EL=4,07 i - "' ^ Z - -- -
WEST WV. 36' R.C P = -3.33 ~ J. s ( r,~. ~ .!a~: 5:..... __ _ n ? rG'"U`~ 5 0 {' }
EAST INV. 36' R.C P = _] 1~ _ I I_ _ I ... - - ,..+f+. rx„ t .A ~r..._ 4. 6 h" ; k 5.07 e r '9 5' / ~`c ~
NORTH WV 24' A.C.P.= PLUCEEO ~ t ! _t+i• _ 5.26 ..... 5.47... a `'O ~~ / `: ~.•:~:~ . HEDGE % t'~E 4°~.~x ,• 12' AK J
HEDG D r ~US v ~15" CITRUS r D ~• ; 6' OAK
','',t t, I SHRUB •S~~ • iy! ~ ~ CATCH BA9N ~ t ~ ` f
_~~ `505E :^ 4' SHRUB ~ `4' FICUS 4 SHRUB I y
42' R.C.P. - 12 P M ~ ~ ! (FILLED VATH WATER) ~ I CATCH BASIN 10' OAK 10, ~
INV.= 0.57 + t', t•y Al 'JtS• ~ 4" FICUS t 15' CITRUS t RIM EL.=5.07 FILLED WJH WATER
f BLOWOFF VALVE I I ( )
;~ , I't ~ p I RIM EL.=4.91 4' HIGH CHAINI
BOTTOM EL.= -5.70
'' t ~ 4" PALM { I C CRETE }'~' LINK FENCE
1' W^OE HEADWALL :E >' ~'~ 'CATCH BASIN ~ CATCH BASIN Tr'. i HE DER CURB I BOTTOM EL.= -4.85
?j } I%f' j (FILLED WITH WATER) 1 I (FILLED WITH WATER) 1 _
t~ . RLM EL.=5.05 FLARED END RIM EL.=4.2¢ 1
' -~ ~. i ~~ FER D.O.T. ~ NORTH 7N 24 R.C.P.= -4.10 ! j 5' CONC. WALK
- ~~ °' ~ INDEX N 300 6CUTH INY. 24'R.C.P.= -4.10 ! ! (TYP.)
TOP OF BANK r TYP. ,
F 3 ~ ( ) '•~ ENO TYPE 'F" CURB ARO CUTTER
! ~ t STRAIGHT END TRANS. t
0 1 I ! PER F,D.O.T. INDEX / 300
,
u U . ._._ _ .....
t ._ _......_. _ _ _. ._ _»__.. _. _ _......_ - - -
~'
,
- O '
1
,,, W .. _. ... _.__..._ .. .. ...._.._.. _. .. ,
O ~ 1 1
G , 1
(FILLED 4NTH WATER) ~ FOUND 2'X2' I
r V '.,,_._..- _ - -~M"EL.='5.ra" " ` ".-"' CONCRETE MONUMENT _
f ; NGATH INV. 18' R.C.P,= -].87
! ~ EAST INV. 24' R.C.P.= -].70 1 X1°3
~' ( ~ E CONCRETE ~E:t•=p,
t I ENO TYPE 'F' CURB AND CUTTER I!. nrttSPHAU
e OVERHEAD UTILITY I F ` 1' CONCRETE STRAIGHT END TRANS I; `PARKING SIDEWALK ;
WIRES (TYPICAL):-; I HEADDER CUR PER F.D.0. T. INDEX ~ 300 1• 2' CURD i
12' MANGO , , (T~) FOUND 1/2 & CUTTER
a;. . ; IRON PIPE 1; I
~. 4' PINE 6" SEAGRAPE i ~ B' PALMS u ~ ASPHALT tt I
I 12" TREE ~ i2" ALMS /r1B" PALMS ~ ?] ~ ,CR:VE i"' ~y,''J .
IP~ALT i /r' ! o' PA 1. I ./~ iI`. .~ ~ £~` y ~ .. ." ~ t ~_ - _ „ _ _ __" _ _ _" _ _ '_~ - _ -^" -_
o ASPHALT ~ 4 ? v., ; 1 - - - ,_ ._ CI. 1
° F - __ SIDEWALK7~ 5.5 D Af' .) ASPHALT i S _ ~ ~ q~ ms`s /I _ _._ L _. _.._ s^.
., / ~-- _ •. + ~ =+E' - OVERHEAD
t+: z. ,. '- '. ~, y._f. ! ~°uQ I~ ~ ~JL : s S6O 580E •, ~, i L ._
S00 530
f .." ,.• ~WRESY
I ~- 5.66E ~a ~' ~ ~° t`N . ±t k: _ .~.._..... ~ ...-__.-_ .~ ,;: S ~~ -- .T'` -L _ IC )
m ...I .._ _ - _.._..~ _---_- _-._ ,_._. NOTE
" j' ` c ~~ ;~ L J ,~:,;-.~ ~ ~~' c < m 1 T ilUMES SHILL BE fIELO
m ' t ., < v ~. ....__._ ... -- CEO
I ,{'$ t{- S~~ O ,i ADJU51E0 ANO PU
'a Q t,5.-,v '+ ~Sr'S m ~ ,t'-.._._ yy. S, •r:, L(.~ df:+y ~ C Ai LOW POINTS.
N ( (:).:'-.xC, f, t•^+~ ~~ ~ )~ +;C ~',• i v`41 44/,4./+ t`,' ~.
•~ ~t
•`` 'CURB CUT RAMP ~ ':~; e~' ~ ~I .`
~ ~ W 6. PER O.O.T E ~' S. ! •. ' :`
. ..,,.
~ n _- c~'~ '• ZI
~.,
~'Z •:4 INDEk+]04 'E`V ,S y, ;~;~:~i:,r v" <
v ~~ ~--._.,..._....._,
o _• :"
m ~ TYPJ ~~
m
t - 4n, }
_.
y -CURB a ~ r ~, q''r ~}, y ~ _ ~
_-~ _ .5.31 t %rt:• p t s 5.50 & GUTTER A r '~ r I`
( - 5.11 .~ HEDGE ~ i .) vy I ,,L''`R~„~~::1.~`\~~~~~~~~.~.,,,. ,:~~,\`,;~ a.. < t i; v , , CONCRETE
-t i :';+ \+ _> ~~ SUPPORT
.°r I IRRIGATION BLOWOFF ~ ,, m .h ~ ~; ~~: »~ POLE
VALVE BOX VALVE ~t _m IRRIGATION ~; TYPICAL
2' CURB ( )
o I li ,;'~ VALVE & CUTTER
! I, D.5' RAISED
d OAK 4` GUARD 18" PALM 1 " P LM; CATCH BASIN BUILDING CGNCRETE CURB
POST (TYPICAL) ` FLARED EN (FILLED WITH MATER)
° fi' HIGH WOOD ~ PER D.O.T. ~ • RIM EL.= 4,61 CATCH BA81N
FENCE ~ INDEX j 300 BOTTOM EL.= -4.70 Cp,TCH BASIN
EAST INV. 2a' R.C.P,= -4.27 (FILLED WITH WATER) (FILLEC WITH WATER)
u ~ (TYP.) RIM EL. =;.5.46
o ( RIM EL. = 5.4fi •
( ~ BOTTOM EL.= -4.65 SOUTH INV. 36' R.C.P.= -4,63
S BOTTOM E.= -5.25
I
a
a
~6
M q b 8
Y T ~ Y .Yd
2~~$d~~a
`~ Q
X
J
W ~ Z
Q W
VJ
GEE &
JENS4N
Enginaen •Arohilech
Pianrar:, Inc.
EB tO,R 3y /A CbCC0.'d
w w•oa o-
w«I r.m e~.,a, e..e. s+ca
~': ' `,
90.004.02
c+n a
COHSFA
SST Nia£il
~- ~C1