HomeMy WebLinkAboutDocumentation_Regular_Tab 05J_05/16/2002 •
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memo
Date: 5/7/02
70: Village Mayor and Councilmembers
From: Mary Wolcott, Village Clerk
RE: Code Supplement No. 31, 2002
Per the Village of Tequesta Code of Ordinances, Sec.1-�. Supplementation of Code., Your
authorization is requested to codify the Ordinances through Ordinance No. 573. The estimated cost
for codification, a previously budgeted item, is $2,116.00 from line item 001 120 531.304, which has
a remaining balance of $6,200.68.
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REVENUE/EXPENDITURE REPORT
� Date: 05/06/02
Time: 4:29pm
,z Tequesta Page: 1
------------------------------------ ------------------------------------------------------------------------------------------------------------------
, the Period: 09/O1/02 to 09/30/02 Original Budget Amended Budget YTD Actual CURR MTH Encumbered YTD Unenc. Balance � Bud
------------------------------------------------------------------------------------------------------------------------------------------------------------
Fund: 001 General Fund
;xpenditures
Dept Group: 512 Executive
Dept: 120 Village Clerk
�ersonal Services
�12.100 Regular Salaries & Wages 43,750.00 43,750.00 23,610.97 0.00 0.00 20,139.03 54.0
�21.101 FICA Taxes 2,635.00 2,635.00 1,487.42 0.00 0.00 1,147.58 56.4
�21.102 Medicare Taxes 625.00 625.00 318.80 0.00 0.00 306.20 51.0
�22.102 VOT Pension Contributions 2,230.00 2,230.00 1,583.57 0.00 0.00 646.43 71.0
�23.101 Life/Health Insurance 3,920.00 3,920.00 2,347.36 0.00 0.00 1,572.64 59.9
�24.100 Workers� Comp Insurance 175.00 175.00 0.00 0.00 0.00 175.00 0.0
----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ------
Personal Service5 53,335.00 53,335.00 29,348.12 0.00 0.00 23,986.88 55.0
�perating Expenditures/Expense
'�31.303 Codification Services 9,580.00 7,440.70 1,240.02 0.00 0.00 6,200.68 16.7
�31.304 Recording Secy Service 9,600.00 15,600.00 10,365.91 0.00 0.00 5,234.09 66.4
�34.301 Election Expense 4,335.00 1,735.26 1,735.26 0.00 0.00 0.00 100.0
�34.302 Legal Advertising 8,000.00 8,000.00 3,261.00 0.00 0.00 4,739.00 40.8
�40.300 Travel & Per Diem 100.00 1,609.80 1,546.30 0.00 0.00 63.50 96.1
�52.302 Small Tools and Equipment 250.00 250.00 10.39 0.00 0.00 239.61 4.2
�52.306 Microfilm Service/Supplies 248.00 248.00 0.00 0.00 0.00 248.00 0.0
�54.300 Books, Publ, Subs & Membership 500.00 500.00 95.00 0.00 0.00 405.00 19.0
�54.301 Personnel Training 500.00 1,129.50 514.50 0.00 0.00 615.00 45.6
----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ------
Operating Expenditures/Expense 33,113.00 36,513.26 18,768.38 0.00 0.00 17,744.88 51.4
----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ------
Village Clerk 86,448.00 89,848.26 48,116.50 0.00 0.00 41,731.76 53.6
----------------- ------ ---------- ----------------- ----------------- ----------------- ----------------- ------
Executive 86,448.00 89,848.26 48,116.50 0.00 0.00 41,731.76 53.6
----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ------
Expenditures 86,448.00 89,848.26 48,116.50 0.00 0.00 41,731.76 53.6
----------------- ---------------- ----------------- ----------------- ----------------- ----------------- ------
Net Effect for General Fund -86,448.00 -89,848.26 -48,116.50 0.00 0.00 -41,731.76 53.6
Change in Fund Balance: 899,867.50
----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ------
Grand Total Net Effect: -86,448.00 -89,848.26 -48,116.50 0.00 0.00 -41,731.76 53.6
EXISTING TYPE P 'NLE-
GRATE EL. = 7.26
W INV. EL. = 2.0-�,--
E .NV. EL. 2-D
NE INV. EL. 2.0 g,O,C
ol
CONSTRUCT TYPE E INL:TCOW".E} ® rr PROPOSED /N7�
GRATE EL. = 8.0. Ak
SW INV. EL. 2.0 / DRAINAGE EASEMENf
E I� /
NV. EL. = 2.0
CONSTRUCT 17, LF 24' RCP
150 FT. OF SLOTTED WITH
EXFILTRATION TRENCH _...�.r,
LOT12 B!+ PROPOSED -
RETAINING WALL
CONSTRUCT 65 LF �^^"! (BY OTHERS)
24 .
RCP
,{'EXISTING 15'
// DRAINAGE EASEMENT
TO BE ABANDONED
PLUG EXISTING 24• CA^H
PER FDOI INDEX NO. 280,
15' UTILITY EASEMENT &
DRAINAGE EASEMENT
EXISTING 2' CONCRE E
VALLEY CUTTER
REMOVE EXISTING 178 LF 24' CAPH ��
WITH 150 LF PERF. EXFILTRATION TRENCH,
— -N 1 RAJ'
�B EXISTING f.
DRAINAGE
EASEMENT
L011,1 TO'BE - �
ABANDONED I„
lllll!1
NOTE:ALL SITE INFORMATION TAKEN FRCM SURVEY BY JUPITER
SURVEYING DWG. NOS. 95-032-12 AND 95-032-13 DATED
05/31/95 AND UPDATED 10/04/00
CONSTRUCT BUBBLE UP STRUCTURE
20 10 0 20 40
TO FEEL SPREADER SWALE
TYPE C INLET
CRAPMC SCALE IN FEE,
CRATE EL . = 5.5
SCALL: 1' - 20'
W INV. EL. - 2.0
. PROPOSED RETAINING WALL (BY OTHERS) YO 4tRf VEP(F ovr,N IPl,OL1.1 IF 4l�:IFIAJAiE.
5' WICE FPL EASEMENT
,11�9
MEAN NIGH WATERLINE
ELEVATION = 1.4
T T
/
i
i
/
IAJAN'CROVE L:NF
MAINTAIN MINIMUM 10 FT.
BETWEEN RETAINING WALL
AND MANGROVE LINE
SPACE ARO.NE OITSIDC OF PIPE SHALL EE Cl IMPIEIELY
FILLED VIT4 NON -SHANK CTOUI. REMOVE CONCMEIE AND REND
CXPGSED ERIS'IAG RFINrCA.INO STEEL AROUND OU'CIOC Or
PIPE, cra. rIELD ;NS1ALI ATTCN) PIPE TO MANHOLE
CONNECTICH TO BE NEOPRENE BOOT WI:H STAINLESS STEEL
ACCESSERIES. AS MANE A:TUREE BY KJR-R-SFAL IV;, OW
PRECAS- `&ES)
6' \
rrv.
NLETS USE UST D:,1J0-GIB.
\ FP.AME k ORATE (CURR A CUTTE,M
CR USF J5113-6194 FRAME AND
PIPE J-ENING - PIPE O.D. ! A• PRATE (. WADS). GRATES SI-ALL BE
CMAMEU PER FOOT WOEX \a. 201
F:NM CD GRATE
NIT
BRt3( 3MA'SING
FIMIS,ED FADE !2 OURSE NINIRM
S COURSE MAXIMA)
EXIS::NE GRCLNDB.
2'-d �fAPALIED SUBGRADE '
RIK ;� TD 9BX [F NAYIMIN M= V •PPE 0.0.
6' EXTENSION s BENs1rr Rs DEIERM'HEc i BASE • 24• nD'L
3REIE PIR_ A BY MA Rl t IOU �• •U4 P!AOENENT ff 5ACPIII
-B' -0' BEYOID STRM 7
1' b � � `s G i / t' IY IATCR:h TEc 3ECF1G11OC
a.5 e> Wa AA.
FU WR FABRIC `` IMO: A MINIMUM OF Y'
I B MORBID °ERIW-ER AMS OFWY'.R IINLI:SS "EnOIHERVLS[ a PLws
PIK, INS
STWPINL \ EL 2O (ARSE ZREGATE INVEA
NOTE. `- FRrER FnBRi[ • �)
FILTER FABRIC INAL_ RE OVLPLAPMB Ll (- � -"_ Pa`4. 6 � LfEATIRcp W FMD PJQD SCLCCT MATERIALi ld C4 CAALRNft TO i SHA'FO '0
I'-R' RNIFIM AT AL'_ FABRIC MINTS I— I (MWACIU IN 6' LFM) RECE IV; PIPE NUE AND BMTL
FILTER FABRIC JOINT WRAP T ENCNING
EXFILTRATION TRENCH EXCAVn nOA SIDE SLOPE SHORING. ETC. SHALL TO FDRH 1
OS.WAAXIM ST DENSITY
AC.-U T TRENCH B AAS4T TO 9RY. JF
1. TG OENSITN TESTS
;N A BE TAKEN
VITH ALIT TO VEIL
-190
1. TRENCH SHALL EN ➢ F1INIMLM OF T FROM In PIPE
AND H END 7CNSITV fS.S THAII BE TAKEN AT 12' EFTS EVERY 100' :N
CLOTH STALL BE VLL BE
S ATTACHED FD PIPE AT TRENCH ENDS. PUBLIC RION75-OF-WAY AND 200' 1N EASENEN'S.
2. AND 51 TRENCH. SHALL DE WRAPPED T A" SEAMS.
X OR EQUAL
AND
5'HAI.L HAVE 2' MIN. OVERLAP AT M_. SEAMS.
WOOD DOCK I /
F--ITITV'L
\7- CONSERVAT ION
/ AREA
/ INi RACCASTAL WATERWAY
REMOVE EXISTING BUBBLE UP STRUCTURE
TYPE C INLET
GRATE EL. 8.0
W INV. EL. - 2.0
MANHOLES USE USF #170F FRAME
A COVER WT- 'STORM :EWER'
(COVER SHAH BE CHAINED PER
GROUT FRNE
-DO! INCEX 201)
TO STRU`UE
LSF 44139-64?9
—'"UP SLAB
• RAMS E CRATE -'
FAISH'B :4RADE -�
— — {
CJNB1N.CaIS
TYRE F
(_ COURSE MINIMA
-
4•-6'
` F.PIRSE NMINUN)
B/ BARS 6 12' DC
EACH VAT (fYP
T
END VIEW FRONT VIEW
a' to TO 6' DEEP STRUCTURE TYPE E, J� AND P11
NOTE: -0' FROM 6'-10' DEFP
OVER 10' :EEP REI"CR TO w.0.0. T. INDEX 200
" NCM: TYPE 7-T TOP SLAG :PER F CYL INCEX 201)
VAIN A 24' N .T7' RTC -ANGULAR OPCNING FOR
WLE-S AN.) A 24' ROUND OPENING FDR
AIANHCLES L'ENTERFD 10 ACCOMODA-E FRAME
\ 14 EARS @ 12' C.C.
(AC4 'WAY (TYP)
3IAi VIEW
INLET TYPE C
LOCATION MAP
NOT TO KALE
LEGEND
Y PRC°OSED STORM INLET
❑ LXISTIN5 STORM INLET
® PROPOSED 24' SLOTTI.D RCP VITH
EXFI_TRA-ION TRENCH
RCP RdWrI2CED CO`X;RE-E PIPE
BCCSIBP BITIMINDUS CCATLG CORRl1GATEJ
STEE_ HIGH 1 LOW PIPE
LF _WEAR FEET
11a9 EXISTING GRADE
FLOW DIREC-)TIN
NOTES
1. ELEVATILNS SHOWN LFREON ARE BASED ON THE NGVD-29' BENCH
MARK DATUM.
E. ALL EXIST:VG SYSTEMS SHALL BE PROTECTED FROM DAMAI.0 BY
CONTRAC-OR. R34D RIG-4T-J'-WAY SHALL BE COMPLETELY RESTORED
UPON COMPLETTFN OF CONSTRUCTION.
:1. IF DEWATERING iS RFQUIRED, CCNTRICTUR SHALL OBTAIN ALL
AP-LICABLE PERMITS.
4. �7VTR4CTOR SHALL PROVIDE TEMPORARY EROSIf1N AND SE:IMENT
1JVTROL MEASURES DURING CONSTRUCT-lV T7 COMP'_Y WITH
FEDERAL, STATE AND LOCAL STORMWATER P7LLUTIDN PREV-VTION
RCGIAAT:JVS
5. LOTS ARE TO BE GRADED SLOPING TOWARDS RJADWAY SO THAT
STORMWATER RUNOFF IS DIRECTED TB STORMWATER 1NLE"IS AND
AWAY FROM-R➢PJSED RETAINING WA_-.
6. HIGH DENSITY PCLYCTHYLENE PIPE WITH SMOBTH INTERIER OR
BCI:SHFP MAY BE JSED AS A SUBS7_T'JTE -JR REINFORCED
CONCRE-E PIPE,
NETT EDGE
OF 36'
DRAINAGE.
EASFMENT
36- DRAINAGE EASE-NT
A,14
•'
��—
TOE DE
R' (TV)
ALL
SLDPETU
FR 95
YANGROV S
PROPOSED
RETAIN"
EL • 65
WALL
®
ByOTN=RS)
PROPDSEE BOTTDN
-
or SPREADER
SWALE + 5.5
EL = JD
FRONT VIEW
SPREADER SWALE
•MUTE. EXIS-ING EAST 14' FF SPREADER SWALE CONTAINS PERMEABLE
GEO-EXT:LE SYSTLM, PER ORIGINAL DESIGN BY SUUIHFRN
DESIGN GROUP, DRAWING DATED 10194
10/26/011 LS RLVISFO PER VILLAGE EF TEOUESTA CJNMENIS kDRAWN,
D DRAINAGE PLAN ➢AIE- Z. pt
K�AFI'J71GE£f'1r'!Cs coR� /A / LNS LOTS 12 AND 13 P.A. NU. 01-009
oL lfSK kE I,fEp PE Ri RCF 1 t ,. O���1/�
L)-•" F'L r333 ! GNED� CS COCONUT COVE DR N0. --
_. _. P�;:�.F (�".� "�• i;<:.ti>�`. + r APPROVED• CS NO. DATE BY - REVISIDN SEAL SCALF1 1'=20' TEGUESTA, FLORIDA SHEET- 1_OF I
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