The URL can be used to link to this page

09-01-92 Workshop " "- "- """" ~ . CITY OF DELRAY BEACH. FLORIDA - CITY COMMISSION WORKSHOP MEETING - SEPTEMBER 1. 1992 - 7:00 P.M. FIRST FLOOR CONFERENCE ROOM AGENDA Please be advised that if a person decides to appeal any decision made by the City Commission with respect to any matter considered at this meeting or hearing, such persons will need a record of these proceedings, and for this purpose such persons may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. The City does not provide or prepare such record. Ji. Design Alternatives for S.W. 10th Street (continuation of discussion from 8/18/92). ~2. Discussion regarding the Silver Terrace Subdivision. ~. Fiscal Year 1992/93 Budget: ~. Golf Course/Rates and Capital Items B. Utility Tax Adjustment to finance Tennis Center C. Water and Sewer Rates D. Garbage Rates E. General Fund 4. Commission Comments. '. ""I . CITY OF DELRAY BEACH. FLORIDA - CITY COMMISSION WORKSHOP MEETING - SEPTEMBER 1. 1992 - 7:00 P.M. FIRST FLOOR CONFERENCE ROOM ADDENDUM Please be advised that if a person decides to appeal any decision made by the City Commission with respect to any matter considered at this meeting or hearing, such persons will need a record of these proceedings, and for this purpose such persons may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. The City does not provide or prepare such record. THE WORKSHOP AGENDA IS AMENDED TO INCLUDE: 4A. Consensus agreement to forward a revised letter to the Palm Beach County Sheriff's Office for the continuation of the Palm Beach County Comprehensive Substance Abuse Program. . - MEMORANDUM TO: Ralph Hayden, P.E. City Engineer FROM: Dan Beatty, P.E. civil Engineer DATE: August 31, 1992 SUBJECT: Preliminary Cost Analysis for 10th Avenue, Linton to S.W. 10th street As requested I have conducted a cost analysis for extending S.W. 10th Ave. from Linton Blvd. to S.W. 10th street, based on an 50' R.O.W. with a two lane typical section. Two alternative routes for extending S.W. 10th Ave. to S. W. 10th st. were examined. Alternative one would be to extend S. W. 10th Ave. from Linton Blvd. north to S. W. 11th st. then east to S. W. 9th Ave. then north to S.W. 10th st. Alternative two would be to extend S. W. 10th Ave.from Linton Blvd. north to S. W. 11th st. then west to Wallace Road. Items reviewed for determining the estimated cost were land acquisition, roadway construction, drainage construction, engineering design, surveying and testing. A summary of the estimated cost is as follows: A. Alternative one 1. Land acquisition, 33,750 SF @ $5.00/SF = 168,750 Say 170,000 * 2. Roadway construction, (50' two lane section) 3,000 LF @ $115.00/LF = 345,000 Say 350,000 3. Drainage construction, 3,000 LF @ $56.00jLF = 168,000 Say 170,000 4. Engineering design = 55,000 5. Surveying = 15,000 6. Testing = 8,000 Total Estimated Cost for alternative one = $768,000 . ~ Preliminary Cost Analysis for 10th Ave. August 31, 1992 Page 2 B. Alternative two 1. Land acquisition, 33,750 SF @ $5.00/SF = 168,750 Say 170,000 * 2. Roadway construction (50' two lane section) 2250 LF @ $115.00/LF = 258,750 Say 260,000 3. Drainage construction, 2,250 LF @ $56.00jLF = 126,000 Say 130,000 4. Engineering design = 40,000 5. surveying = 13,000 6. Testing = 6,000 Total estimated cost for alternative two = $619,000 * There is a possibility that this land may be granted to the City at no cost. Please do not hesitate to see me if you have any questions. DB:mm File: Memos from civil Engineer DB10AVE.MRM . I/L.T$MAT'VF. O~ t'Ð1,3 . ~~3 . ;.; ~5 125 "'"""" , 1 14 ~ 1 2 2· 1 2 .3 4 5 6 7 ' (/) 1 Ivi vi S. W. 1 bTH / &TI~E~' ~ rr 12.3 < 90° 1 F!: / / rf ~ 4 / 12 :s: w / '--~. vi ::> ID 5 /..:) 13 rr-".......J ::-, ~ 17 6 / / V 14..:) ;; rt < 18 / /" Q, 19 , 7 b' 0 -' 15 &) Æry :r: 20 ..~ I I ~ ~ 21 :'1 r-- PALM DRI\I£ ¡=....¡ A ~ "'.I." V ff ~ 1 11ll-t 1 r~, 2 a 2 2 7 1.3 5 7 9 I' ~ C' I r ~ v 1$ J4. J 4 J ~ ~-, 11 fi~ -L.,. 4 w 10 ·"ZL.J 52 . 82 2 4 3 6 B f,G:: 5 z 6(11 53= 5 :5 PC INSE rTlA 7/, (j ~~ 7= 6 vi 6 8 VI ~ DRIVE (/) 5 7 ::J ~ .3 _ 5 7-/ , 9 10 10 9 _, r'\ -:) ,/ / 6 8 2 4 _[ 6 8 S.W. Þ 2 H T. RGI STF EET J 1 2 3 4 5 1 / '1'1· 711sj 1 6 :Jl~ 3 2 1 3 2 / ,II.I. . 7 ¡ J 8E S~ IE bT. ~ 6 5 :3 1~ / lé 12 7 7 7 8, 9 1 q 11 ",-' LL A .. T. II ,: ~ / so r" -' ~-{I /:' 9 SV .L.2- 11 _v /' 2:r: 10 / ï6f17l1B ~ TREET / I I ì It 8 '-s-- 1 2 QU ÊN 5 6 7 8 9 110 11~4.1J1211109 876./ I ¡ I ~ ~ 15 14 13 12 11~ DIXIE BLVD. ~ 8 E N JAM 11~ U () SAND 0 E~ 27 26 29 30.I:; o BILL WAUACE 47 46 45 44 43 3! NISSAN (8 .21.P~.27) V> L I N TON B L V D. - -- -- -- --- I'\. '\. '\J - Rt;HT Of" WAY TO BE 6/{AJJTE7:> TO Tftlf' Clrr BY rHE t:~ÞVE" 'pRO'J"E'~T. 1--....·-1 - RIG-liT Of" WAY TO BE' OBTJIIIA/EÞßY A.IJ/>/c9Je &.eAAfT1;lJ T(}77{P' C!/rr. . SC.UEÆAT/~ l>~AIA/At.Ç ~/AI!TAAJ'b .sr.evt!"rT/R~ . . ~ ~J.7tM/l7I1 TWO æ~ 44 4 4 2 1.3 ~. .3 .3 3 3< 1~0 8 25 DB 27 " . 28 2> .30 31 3: 1 14 ~ 1 2 2¡: ]2' 1 2 .3 4 5 6 7 S (/) 1 1~ S. W. 1 TH ~ rn 12< 12 F!: 13 () 14 ~ w 15 5 (/) ~ 113 10 ~ 17 « 18 19 , 20 . :r: ' I- 21 PALM 1 11ll-t 1 1 7 1 7 2 2 : J + J 4 8"i. 6iiï 5;¡: 5 ! :5 ~ vi 6 rn ·2" 7~ 8 ;..¡ w :::;: 5 7 ::J 10 9 I J I 11 ..," 10 fREET DIXIE BLVD. BEN JAM 11~ 6 BIL~ISW:A~ACE 47 L I N TON B L V D. - -- -- -- --- 1'- '- 'J - /,'''HT DFWAY 7() ßIi't>.ÆIIIJTel:; n> rHE ð/rr BY !?lIT ~t>".e$ ¡>¡eo:r6CT ~ -'-- ~/t:-Hr t>F WAY TO 136' ÐB7/f/.AJE'l> 13'1" r'1Nb/ Ole. 6-/MAJ71S"Þ TV TNe- t'/Tr --..:. ..S't'h'¿::A1.-?,/ð .ÞÆ4-/"v,4(:.E ,</,;VE" """vb .577evt!7I/JeD . . . -= ../\ ~ ~ CON G RES S 0 A V E. ---- 9 5 1" Å 1" E 1" E R S .------r \ N _____ S.W. 17m ST. ---------- - -~ II 11111+11 I I II IlLLLU ----- ~ "U ~ 11 hUll I r I 16tH r T¡¡~'IDd' I . » .... ;0 ~ ^ t3 \lli~ ARNOLD INDUSTRIAL 1..,1 IIII11 "U p -I If) '" P ARK CONDO < 5;;:;: ~ -< -<. . 15TH I'~~f,i¡:j - ^ ~ -< ~ ¡:;:j E () ~ Z N ~'" .... ...~ m <o,J CD .... _ ~:r " IJI ""): OJ ~;ij -oW;Þ:!) -0 ~CJI _0........... .... z Ç) 0 P ?' 0 ;¡¡ ~ » ~¡.. '" Ñ( ~ 0 '" ~~ m~~~ ~ - 0 ...¡ 0 ~ ;-i Z S. . 4TH:i",; E." !" o ..... N l..I .. ~ -< "U !D»~"U -j -;. ¡;; '" ~ (J) (¡) ^o()-I» I n, 0 "" 1..!1!' -I 00 :¡"!2 0 !:2 ;u S. W. 13 , n AVE ~Ut. ::¡: N<D-tZ " '0 VI s::::: - '" '" ... Ti", '" " ;-i ..., 01_ }> u/i1£ LANE ... ¡;; ;::; :: J._ TH 0 <D OJ ""U "U S. W. 12 f. AVE UE "U '" () - f:. ~ ......1 N .JIo l/I en .... Z .. '" -I '" <n VI 14- ~"'''' "'''' ~~-=--- -=f'^' ..., OJ <D 0 _ ::! '" '" ~ -j '" » < ~ - 1"'1 fT1 I '" OJ ..., fTl ~ --I .....NúI.þ.U\m....CDCDONl..þ. .......... 0 "" ~ ,..'" "'I ... .1.. ~" OJ :."-s0 ::::¡: - ............. 5.". l11r I Ar f--- Q~~ =z ..., - ~ A¡ / ~ -........... '" '" I_to '" ... .!.". '" " '" -'" 'ö:: ~ WA¡ r;:,..... "'--..........,... '" ~ !:1 ~ ; è-K. 25 - G. 86) ¡;; '" ~ 7" rrD~' ""- I õ..,; '-- (I) ·1 ~=-- ""'-I. . ........ ;E t: Q ~(.~.......... 51"... J 10 H A,i-. J I ¡;;\-;. ~ I f jVY.:.,... t.n CJ) .... ~f·1.O - - Nil ::: - (¡ CO :r '" ¡ ~ I}~ <0 S '" N t: ~~ ¡=::::::::- (&~ (¡ DO'" '" Z :to? J f CD;¡¡ (I) Þc '- . 1-- ?' ~ ;-i ;1~ \ ~ç I .,,-< 1"'1"'1"'/'" r"'TT I S.W. 9TH AVE. I (g: I SHEET 1 OF 2 CITY of DELRA Y BEACH V I C I NIT Y MAP ~ ENVIRONMENTAL SERVICES DEPARTMENT ~ S.W, 10TH ST. .~. _~._._ ____.___. ..._...._ ____... __.___ _.____. __.., rn"Ir.:D'C::C:: ^v. Tn W^" ^r. Dn . . CONGRESS I AVE. 1 I~ S. C. L. RWY. --- --- --- --- ----- --r VI VI "'''' nn J :::: 16TH AVE. 00 , zz "', 81 02' ~ I fs.w. 15TH AVE. '" / 1 ~. I 'C= VI"'U I ~ \.W. 14TH AVE. I'" n ~ '" ~, I~ '" r.> 0 ;Zp -1 -t I 50'pO' & !nZ i S.W. 13TH AVE. 1 I '" 0 q '" 1 S.W. 12TH AVE. ~ ~ (j) -1 11TH AJ TERR. fTl fTl g:<> -1 ",0 "'~ VI .» :'1n 11TH AVE. 10 !=>s 10TH AVE. ",I ~I 40' r--Z -.J "'"1 "! I :<> (}o í 1 0 S.W. 9TH 'tl."AVE. l q 2S'--=::¡ CITY of DELRAY BEACH RIGHT - OF - WAY SKETCH ~ ENVIRONMENTAL SERVICES DEPARTMENT ~ S.W. 10TH ST. 434 SOUTH SWINTON AVENUE, DELRAY BEACH, FLORIDA 33444 CONGRESS AVE. TO WALLACE RD. . JOB SeA/' /0 1""7/ ..5~ CITY OF DELRAY BEACH SHEET NO. / OF DEPARTMENT OF ENVIRONMENTAL SERVICES Z:>R DATE P /,7 7 /7~ Engineering Division CALCULATED BY 434 South Swinton CHECKED BY AI-I DATE DELRAY BEACH, FLORIDA 33444 (407) 243·7320 FAX (407) 243-7060 SCALE ~ . ? ~ V\ ~ ~ h)\ - ..... tr:I .¡::.. en ~ t-3 t"" H ~ -(:: ~ tr:I ..... t-3 tr:I en t:::1 tr:I CJ ::d t-3 0 H ¡j 0 z rP ~ - ~ CJ ~ 0 en ~ t-3 ~ ... " ~ -<n- .... VI 00 0 .. 0 0 0 . 0 0 ~ ~ )J tT, - ¡ " - : lI\ : ~ 9 ~ . JOB ~W /0'-/ ..5r CITY OF DELRAY BEACH SHEET NO. .2 OF DEPARTMENT OF ENVIRONMENTAL SERVICES ZJ23 DATE ð' /,? 7/2:<. Engineering Division CALCULATED BY 434 South Swinton CHECKED BY R~/ DATE DELRAY BEACH, FLORIDA 33444 (407) 243-7320 FAX (407) 243·7060 SCALE ?O -,f\. ;ç::, lI\ ~ t "-> --.1 ~ tr:I w en t-3 t"" ~ ~ - tr:I ~ t-3 .... ~ en tr:I CJ ::d t-3 0 H ¡j @ ~ ~ - i-< CJ 0 en t-3 , II ~ .... -<n- VI N W .. 0 0 0 . 0 0 >v -...J , 1 ~ 11\ . ~ - _.J. .. . ~ . ~ . ¡".... . JOB __~ W /C?T¥ S/, CITY OF DELRAY BEACH SHËET NO. .3 OF DEPARTMENT OF ENVIRONMENTAL SERVICES ,2:>13 DATE ¡r/':?7/92 Engineering Division CALCULATED BY 434 South Swinton CHECKED BY RrI DATE DELRAY BEACH, FLORIDA 33444 (407) 243-7320 FAX (407) 243·7060 SCALE ;:.0 - if Ç> : ~ ~ . f v" . ~, ...... .\1', h; 1'\ ... , ~ -.t .... tr:I VI en t-3 5 H ~ tr:I tr:I en t:::1 tr:I CJ ::d t-3 ~ H 0 Z ~ ~ -. - ...... >-<: , , CJ 0 en t-3 II -<n- 0' "-I VI )..) .. 0 -t 0 0 .... . 0 0 ~ , "- ~ \I') r- n¡ ''fI¡ -f , " (/j .~ , J,' ß ~ \1'1', '. JOB ~. W. / t;J T¥ ST CITY OF DELRAY BEACH SHEET NO. 7£' OF DEPARTMENT OF ENVIRONMENTAL SERVICES 2::>13 DATE ~/...<'? /92 Engineering Division CALCULATED BY . 434 South Swinton CHECKED BY RJ-I DATE DELRAY BEACH, FLORIDA 33444 (407) 243-7320 FAX (407) 243-7060 SCALE ';10 II' 9 '^ ~ "- t' - tr:I .¡::.. W , en t t-3 t"" H ~ ~ tr:I ~ en tr:I < CJ ~ t-3 H ~ ~ 0 z --t ~ ~ ... H (') ~ 0 en ~ t-3 II en -<n- CJ 0' ~ \t) tr:I 0 .. ::s:: - 0 ~ 0 0 H . ~ 0 0 ~ ~ "- 1.1) \ ~ ....... J;; (.ù -+ : ~ - J,"~ ~ . \ ."', . JOB :5.tJ. /0 TN ~T: CITY OF DELRAY BEACH SHEET NO. S- OF DEPARTMENT OF ENVIRONMENTAL SERVICES ;z:>13 DATE ?/~7/C¡:¿ Engineering Division CALCULATED BY , ff 434 South Swinton CHECKED BY R4 DATE DELRAY BEACH, FLORIDA 33444 (407) 243·7320 FAX (407) 243-7060 SCALE ~ - 1- 0- .. ~ · V\ · f V\ ~ - ,.... :-l '" 11\ f ~ tr:I VI ~ en ... t-3 t"" H ~ ~ tr:I ~ en tr:I CJ ¡:g t-3 H ¡j 0 z ~ ~ - - ~ i-< H , ~ - CJ f 0 en to-' t-3 to-' 4 1/ ~ -<n- H tj 0' tr:I .¡::.. 0 t"" )J .. ~ 0 ).J 0 tr:I ... 0 en . 0 0 '^ § - ~ ,.... ¡ ~ · tJ\ "'.. ~ - ~ ~ . JOB Sw. /0771 _ç/ I CITY OF DELRAY BEACH SHEET NO. 0 OF DEPARTMENT Of ENVIRONMENTAL SERVICES bE DATE ? /~? /92.... Engineering Division CAL(,ULATED BY 434 South Swinton CHECKED BY R 1-/ DELRAY BEACH, FLORIDA 33444 DATE (407) 243-7320 FAX (407) 243-7060 SCALE .¡::.. , 5 ; tr:I en tr:I CJ t-3 ~ H 0 Z t;¡j Ú'¡ tr:I ~ .... tr:I ~ ~ ..t "'d ... H 1~ t"" ~ ::d en 0 ~ ", N H , '. ~ :~II\ I T ~ \.0 - VI , U\ ;a : tr:I b. ,.' ¡:g :> en en ~ ",'i". . I SúJ. lOr! ,57: JOB CITY OF DELRAY BEACH SHEET NO. 7 OF DEPARTMENT OF ENVIRONMENTAL SERVICES ])R ?µ7/92 Engineering Division CALCULATED BY DATE 434 South Swinton CHECKED BY ,R 1-/ DATE DELRAY BEACH. FLORIDA 33444 (407) 243-7320 FAX (407) 243-7060 SCALE ... . .... '~.' . þo. . 1t~ ~ g; ~ ~ .¡::.. .... t::J E 5 H H H Z tr:I 0 H ~ Z en (j) tr:I CJ ~ t-3 CJ ~ tj 0 Z t"" Z en en t-3 ë3 § l"I . .... CJ t<:I . 1 0 >' ::d en CJ t-3 (') H o I II ::¡:: \0 o VI ~ t:::1 ',. N > 0 -...¡ t-3 <: 0 tr:I tr:I ~ .. en ~ -.t 0 0 H > , 0 t:; en . tr:I en 0 ~ ~ 0 en ::x: ~ .>-) v, ¥' "'," . - S.W. 10th STREET JOB CITY OF DELRAY BEACH SHEET NO. 8 OF DEPARTMENT OF ENVIRONMENTAL SERVICES D.B. 8/27/92 Engineering Division CALCULATED BY DATE 434 South Swinton CHECKED BY R.H. DATE DELRAY BEACH, FLORIDA 33444 (407) 243-7320 FAX (407) 243-7060 SCALE DRAINAGE COST * $590,000.00 * OUTFALL TO EXISTING DRAINAGE DITCH = $260,000.00 OUTFALL TO E-4 CANAL = $450,000.00 ** ADDITIONAL R.O.W. ACQUISITION IS INCLUDED IN THE ROADWAY COST. * INCLUDES COST FOR TRUNK LINE TO ACCOMODATE DRAINAGE FROM ADJACENT SUBDIVISIONS ** WILL REQUIRE ANEXATION INTO L.W.D.D. I ¡V{:II~; ~'j' ¡: . ~ . S.W. 10th STREET JOB CITY OF DELRAY BEACH 9 SHEET NO. OF DEPARTMENT OF ENVIRONMENTAL SERVICES D.B. 8/27/92 Engineering Division CALCULATED BY DATE 434 South Swinton CHECKED BY R.H. DATE DELRAY BEACH, FLORIDA 33444 (407) 243-7320 FAX (407) 243-7060 SCt~E COST SUMMARY 4 LANE 5 LANE CONSTRUCTION COST $580,000.00 $675,000.00 SIDEWALKS AT OVERPASS $270,000.00 $270,000.00 DRAINAGE $590,000.00 $590,000.00 OUTFALL $260,000.00 $260,000.00 $1,700,000.00 $1,795,000.00 BIKEPATH 50,000.00 50,000.00 $1,750,000.00 $1,845,000.00 THESE PRICES INCLUDE: LAND ACQ. UTILITY ADJ. ENGINEERING COST + $100,000.00 $120,000.00 SURVEYING . $35,000.00 $45,000.00 TESTING (INITIAL) $10,000.00 $15,000.00 ",¡: '." "/... ",Ii "'II.!;'lj, f"1I1' . ,,'.' · - , -. £ITY DF DELIAY BEA[H CITY ATTORNEY'S OFFICE 200 NW 1st AVENUE' DELRAY BEACH, FLORIDA 33444 FACSIMILE 407/278-4755 Writer's Direct Line (407) 243-7092 MEMORANDUM Date: August 28, 1992 To: David Harden, City Manager /~ From: Jeffrey S. Kurtz, City Attorneyß / Subject: Use of Decade of Excellence Bon Proceeds for S.W. 10th Street Improvements \ The City Commission questioned whether the $2 million allocated ) for the S.W. 10th Street improvements from the Decade of Excellence Bonds could be used on construction from Germantown i to Congress rather than being used on the portion of S.W. 10th ! from Federal to Germantown. i The use of bond proceeds are limited by the ballot language that went before the electorate. In addition, the language of J the re~ution calling for the election, the resolutions i authorizing the sale of the bonds, and the subsequent valida- tion proceedings in which the bonds were validated all offer potential limiting language on the use of the monies. ,. The Decade of Excellence Bonds were presented to the electorate for approval in a series of four questions, each of which constitutes projects within the language of the resolution. They were the Streets, Drqinage, Sidewalk and Alley Beautifica- tion Projects; Fire Facilities Projects; Recreational and Cultural Facilities Projects; and Neighborhood Improvements in the Old School Square area. The resolutions further broke the projects up into various components. These components were then described in an exhibit to the election and bond resolutions. They were also presented to the court in the validation procedures and form the basis for what was represented to the public as the eventual uses specific uses of the money. The S. W. 10th Street improvements were a component of the streets, drainage, sidewalk and alley beautification projects which total $11.2 million. The vJS / I , , _. Memo to David Harden August 28, 1992 Page 2 particular component defining the S.W. 10th Street is set forth below: S.E./S.W. 10th Street four lane Federal to German- town: $2 million. Project involves widening to four lanes complete with curb and gutter, drainage and sidewalks. Road improvements required to provide parallel route to Linton Boulevard and to attract potential develop- ment. This popular east/west route will become a safer road through its widening. Obviously if the language of the component had deleted reference to Federal to Germantown, the monies could be used on any section of the street. However, because of the specific geographical limitation, it is my opinion that it would be problematic and subject us to potential taxpayer challenge if we use the monies on the Germantown to Congress section. There are provisions within the resolutions that allow the City to reallocate monies from one component to other components within the project and the Commission can modify an individual component if actual costs will exceed the level of funding origina~ allocated; howev~r, the Bond proceeds cannot be used for new projects until such time as all the street components are completed. Should you have any further questions regarçUng this matter, please do not hesitate to contact the City Attorney's Office. JSK: jw cc: City Commission Joe Safford, Director of Finance Steve Sanford, Esq. improve.jsk . JOB S.W. 10th STREET CITY OF DELRAY BEACH SHEET NO. 9 OF DEPARTMENT OF ENVIRONMENTAL SERVICES D.B. . 8/27/92 Engineering Division CALCULATED BY DATE 434 South Swinton CHECKED BY R.H. DATE DElRA Y BEACH, FLORIDA 33444 (407) 243·7320 FAX (407) 243·7060 SCALE COST SUMMARY 4 LANE 5 LANE Construction Cost $580,000 $675,000 Sidewalks at Overpass 270,000 270,000 Drainage 590,000 590,000 Outfall 450,000 450,000 $1,890,000 $1,985,000 Bike Path 50,000 50,000 $1,940,000 $2,035,000 These prices include: Land Acq. Utility Adj. Also will need engineering cost $100,000 $120,000 surveying 35,000 45,000 testing (initial) 10,000 15,000 $145,000 $1;80,000 ; II\.';·II~,' '.' " ;'\'I.f8["1 ~. '¡It, . , JOB S.W. 10th STREET CITY OF DELRAY BEACH SHEET NO. * OF DEPARTMENT OF ENVIRONMENTAL SERVICES D.B. 8/27/92 Engineering Division CALCULATED BY DATE 434 South Swinton CHECKED BY R.H. DATE DELRAY BEACH, FLORIDA 33444 (407) 243-7320 FAX (407) 243-7060 SCALE DRAINAGE COST = $590,000.00 * OUTFALL TO E-4 COST = $450,000.00 ** OUTFALL TO LAKE SYSTEM WITHIN LAVERS = $550,000 *** ADDITIONAL R.O.W. AQUISITION COST IS INCLUDED IN THE ROADWAY COST. * INCLUDES COST FOR TRUNK LINE TO ACCOMODATE DRAINAGE FROM ADJACENT SUBDIVISIONS ** WILL REQUIRE ANNEXATION INTO L.W.D.D. *** WILL REQUIRE DRAINAGE EASEMENTS AS WELL AS ADDITIONAL RESEARCH TO CONFIRM THAT CAPACITY IS AVAILABLE WITHIN THE LAKE SYSTEM AT LAVERS. )·t:f"; :1':1 . S.W. 20TH TERRACE~ J)\ -" o Jl --- Å í E = R 5 í - - ~ 17T STREET - -- I _ ~ II 11+1 I III IIIIIII-,I:-III[ ~ -u 011119.(.[ r -1I~fH' l~rl^l'i-1.W 1m 111 _ . > -w < ~~ ~z - 'u ;0;: t3 1i+l1j1 ARNOLD INDUS1RIAL L\ 1IIIIIKfm O ""t) PM"" PARK CONDO ~ '" Z ~ .. 15T~ ¡-\\f;kIJdFi _ ^ ~ u- Z M ~ _ OOZ ) ) ~ --I ~ ~ : N ~.... c.n.... ~ UI 0'1 ..., 01 QQ ...,en (,þ .. ""-u::O ""OeD»"" ""D OIUI () -< ø 0 C') ;0;: 0 ;ü M > ~:;: ¡,: - iÖr:: õ '" m> :"":"Q(/}zÃ) r , "'g ~U1Ô--< ;0;: » . ;:a:::¡ z S."". . 4THÎc A U1 » . ~I '" '" ... '" ... -.J ~ . "'Om»~ -0 :;1 ~ N ::: CD ""C ø;o;:o()--<> , 0 IØ íÐ --< œ :,. Q 0 ~ Ã) S. W. 1 13 HAVE Ut. J: NLO-tZ ^ '0 T ~ ..... 'o.) u. .. UI 0')..., . Do -.J 00 LANE (j) ... <;: ¡::; :: ~ o IØ '" -u ~ S.W. 12 H /J AVE~UE '" f) - » J ~ r ) P f.-tA _N ....1'"... -.J _ ... .... '^ U1 ~ ~I~"'''''"''' ~r-::- :¡ :6 -.J I '" IØ Õ· '"=- ; (J) f7 CJ1 <: I to.) fT1 - 01 L.- -.J I ~ K -" N VI .. UI Gft 1....1 Q:) ID Õ CÐ .... ......0 IØ LJ -,,,'" .... ... :~"~" 01 .~ õ:::;3 ~ Z L-- .......... -j S·r·, 11'IH I A\. ~ - ...... ~ I '" Q~ --"""'::::':l'" -.J - ''',{,fA:---........... ~ .... 1Ì\1 I~ ............... '" (}o _ .1:' .... ... ..... '" -.J '" ,0 Õ ~ rv t:::-..................................... N r:¡ ~ t5;¡; BK. 25 - G. _ 86) ¡; ;:;- ~ --;;;- Yt'D.~...............Ì"'-- .............. .... ã ~ .. ... ~ ~ f: .............. '--............ .l.. I I I _1 I I L I I I I N ---- N~ j\1fg - '""t) ... "', ~> -0--< ~ I S.W. 9TH AVE. ! rg: ILt,,~/,,> .--.- - CITY of DELRAY BEACH VICINITY MAP ENVIRONMENTAL SERVICES DEPARTMENT ~ S.W. 10TH ST. 434 SOUTH SWINTON AVENUE, DELRAY BEACH, FLORIDA 33444 CONGRESS AVE, TO WALLACE RD, . CONGRESS I AVE. I I~ S. C. L. RWY. --- --- --- --- I f I --r -.J.t s, W, 17TH AVE. -7 /-- (}o --- VI VI ~ ¡ ~ 0. "! "'''' nn :::: 8 ·S.W. 16TH AVE, 00 zz '" ... "'c . 0 01 Oz ~ I ~S.W. 15TH AVE, '" II ~ I 'C= VI"'U I ~ \.W. 14TH AVE. I'" n ~ I~b ~, r.> 0 ;Zp -1 ,... I 50'pO' 8 Y'z i S.W. 13TH AVE, I I '" 0 q '" I S.W. 12TH AVE. '" I ~ (j) -1 11TH TERR. A) fTl fTl g¡v -1 ",p "'?IE ~~ 40' r--- :z -.J "! :<> CITY of DELRAY BEACH RIGHT - OF - WAY SKETCH ~ ENVIRONMENTAL SERVICES DEPARTMENT ~ S.W, 10TH ST, 434 SOUTH SWINTON AVENUE, DELRAY BEACH, FLORIDA J3444 CONGRESS AVE. TO WALLACE RD, . JOB SeA/' /0 1""7/ ..5~ CITY OF DELRAY BEACH SHEET NO. / OF DEPARTMENT OF ENVIRONMENTAL SERVICES Z:>R DATE P/,77/72- Engineering Division CALCULATED BY 434 South Swinton CHECKED BY A ,i-I DATE DELRAY BEACH, FLORIDA 33444 (407) 243·7320 FAX (407) 243-7060 SCALE ?:> · ? · ~ V\ ~ ~ h)\ - ..... " '\ \ tr:I .¡::.. en ~ t-3 t""' H ~ -(:: ~ tr:I ..... t-3 tr:I en t:::1 tr:I CJ I t-3 H 0 z rP . - ~ CJ ~ 0 en c::) t-3 ~ ... II ~ -<n- .... I.J1 00 0 .. 0 0 0 . 0 0 ~ ~ )J fT, - ¡ " · : lI\ : ~ 9 .~ f ·1~:;1 . "\',..,.,; . '1\ ¡.;¡a 1 >..~. . JOB ~W /0'-/ ..5r CITY OF DELRAY BEACH SHEET NO. .2 OF DEPARTMENT OF ENVIRONMENTAL SERVICES ZJ23 DATE 2'/'<7/2:< Engineering Division CALCULATED BY 434 South Swinton CHECKED BY R~/ DATE DELRAY BEACH, FLORIDA 33444 (407) 243·7320 fAX (407) 243-7060 SCALE ?O -,f\. ;ç::, lI\ ~ ~ t \\ "-> --.1 ~ tr:I w en t-3 5 ~ - tr:I ~ t-3 , ~ en tr:I CJ I t-3 H 0 Z ~ - ~ (j 0 en t-3 , II ~ .... -<n- VI N u.> .. 0 0 0 . 0 0 >v -...J , 1 · · 11\ ~ · _.J. .. . ~ . ~ I \1'11:; .~ " .": I f r':, . . JOB __~ W /C?T¥ ST; CITY OF DELRAY BEACH SHEET NO. .3 OF DEPARTMENT OF ENVIRONMENTAL SERVICES 2::>13 DATE ¡r/':?7/92 Engineering Division CALCULATED BY 434 South Swinton CHECKED BY R/-I DATE DELRAY BEACH, FLORIDA 33444 (407) 243-7320 FAX (407) 243-7060 SCALE ;:.0 - if 9> : ~ tI"\ , f v" . ~, ...... .\1', ,... 1'\ ~ ... , ~ -.t .... tr:I VI en t-3 5 ~ tr:I ~ en tr:I CJ ::d t-3 0 H ~ @ ~ -, - ...... ~ , ... CJ 0 en t-3 II -<n- 0' "-I VI )..) .. 0 -t 0 0 .... . 0 0 ~ "- ~ ~ r- n¡ 'II¡ -f , " (/j ~ , J,' ß ~ . /'\';1"; , " 'iiq, . JOB ..s. w, / t;J T¥ ST CITY OF DELRAY BEACH SHEET NO. 7£' OF DEPARTMENT OF ENVIRONMENTAL SERVICES 2::>.B DATE 2 /A'? /9....z. Engineering Division CALCULATED BY 434 South Swinton CHECKED BY R ,L-/ DATE DELRAY BEACH, FLORIDA 33444 (407) 243-7320 FAX (407) 243-7060 SCALE ~ it' ŠJ : ~ . V't . ..... ~~ t' ~~ - tr:I .¡:.... ~ W en ~ , t-3 t"" t H ~ ~ tr:I ~ en tr:I ~ (') ~ t-3 H )...:) 0 z ~ :e:: ~ i-< H ... (') ~ 0 en ~ t-3 II en -<n- (') ~ " 0' " \0 tr:I '\ 0 .. ª - 0 0 0 H· . ~ \ 0 0 ~ --t "- ,I VI \ ~ ........ h1 {.ù + : ~ - Jl~ ~ !~""'fT .:·1 .\'f 1/', "4o',I,EI(j' ¡"II' . JOB Sw. /OT'l -f)./, CITY OF DELRAY BEACH SHEET NO. 0 OF DEPARTMENT OF ENVIRONMENTAL SERVICES bl3 DATE ? /,,27 /9~ Engineering Division CALCULATED BY 434 South Swinton CHECKED BY R J../ ' DELRAY BEACH, FLORIDA 33444 DATE (407) 243-7320 FAX (407) 243-7060 SCALE .¡::.. 5 \ tr:I en tr:I CJ t-3 ~ H 0 " Z b:I Ú\ tr:I ~ ... tr:I ~ ~ ...t. "d .... H 1~ t"" S en 0 t'%j ", N H I ". . :~CI\ I T' \0 - VI . U\ ~ : tr:I : ~ A... en en ~ .; 1 ~'1,' ,,\~;'/~ Ò ',,-,1 ",,e 1''i.l;:'!-;'"i:,',· . I sw. 10 TV 057: JOB CITY OF DELRAY BEACH SHEET NO. 7 OF DEPARTMENT OF ENVIRONMENTAL SERVICES ])R ?h7/92 Engineering Division CALCULATED BY DATE , , 434 South Swinton CHECKED BY ,R 1-/ DATE DELRAY BEACH, FLORIDA 33444 (407) 243-7320 FAX (407) 243-7060 SCALE . ~.' 1t~ ~ ~ ...(:: ~ .¡::.. , t: S ~ H t-3 H Z tr:I 0 H ~ Z en (j) tr:I CJ CJ ~ g 0 Z t"" Z en en t-3 ~ § ~ . .... CJ tr:I . 1 0 >' ::d en CJ t-3 CJ H o I II ~ 1.0 o VI ~ t: ',-'- N > 0 --.¡ t-3 00::: 0 tr:I tr:I "-J .. en ~ ~ 0 0 H > .. 0 t:::1 en . tr:I en 0 ~ ~ 0 en ::c ':'- ~ <1', ~, 1'lhl')I"! 1 "',''''; t '~ ¡" r ¡!f: 1 ;")' ~ ,~ . MEMORANDUM TO: David T. Harden City Manager FROM: William H. Greenwood Director of Environmental Services SUBJECT: CITY OF DELRAY BEACH SW 10TH STREET IMPROVEMENTS, FROM WEST OF GERMANTOWN RD. TO NORTHBOUND FEDERAL HIGHWAY PROJECT #91-068 DATE: August 14, 1992 A synopsis of estimated project costs . for the SW lOth Street Improvements prepared by Mock, Roos and Associates, Inc. is as follows: 3 Lanes 4 Lanes Total "Estimated Includes Designated Includes Designated proiect Cost Summary Turn Lanes Turn Lanes Construction & Engineering $4,030,000 $4,560,000 Land Acquisition -0- 450,000 Totals $4,030,000 $5,010,000 Fundinq Summary Decade of Excellence Fund $2,600,000 $3,560,000 Stormwater utility 1,430,000 1,450,000 Totals $4,030,000 $5,010,000 The Decade of Excellence Bond Issue originally allocated $2,000,000 to improve lOth Street Southwest/Southeast from Northbound Federal Highway to West of Germantown Road. The original estimate did not include implementation of a stormwater master plan. The consultant recommends installing the necessary storm drainage piping for the entire drainage basin in conjunction with the lOth Street project. This recommendation would be the most cost effective. LOS/, . Direction from the City Commission is requested on the following topics: * Selection to design and fund a three or four lane road with all designated turn lanes. * Designation of funding sources. ~¿Ao-,-- ~_JJ William H. Greenwood WHG/cw cc: Robert Walker, P.E., Mock, Roos and Assoc., Inc. - FAX project #91-068 esprsw10.mem ----- AU(; 12' '32 15: 07 p,¿ ~ . MOCK,ROOS &.ASSOCIATES, INC. ENGINEERS · SURVEYORS · PLANNERS 5720 CORPORATE WAY. WEST PALM BEACH, FLA. 33407 · TElEPHONE (407) 683-3113 August 12, 1992 William H. Greenwood Director of Environmental Services City of Delray Beach 434 South Swinton Avenue De1ray Beach, FL 33444 Subject: 10th Street Southwest/Southeast Proposed Improvements, City of Delray Beach (Our Ref. No. 92-151.0a) Dear Mr. Greenwood: As you requested, we have reviewed the estimated storm drainage costs for the proposed 10th Street project. The estimated costs, as shown on Exhibit A of our original submittal, indicate a total storm drainage cost of $2,014,500. This cost provides for the construction of a major outfall along lOth Street, serving areas north and south of 10th street, as part of the Stormwater Master Plan. We reviewed two possible methods of allocating a portion of that total cost to the 10th Street project as follows: Method No. 1 - Allocation of costs as a percentage of the total drainage area: Natural drainage now flowing to 10th Street amounts to approximately 11,7 percent of the total area to be drained by the Master Drainage Plan outfall for 10th Street. Based upon this calculation, the allocation to lOth Street would be approximately $236,000. Method No.2 - Estimated costs of a storm drainage system to serve 10th Street only: If a project were designed to serve only that drainage which now drains directly to 10th Street, it is estimated that the construction cost would be approximately $580,000. If you would like to discuss this in more detail, please let me know. Very truly yours, RJW: nc þ .. --- ~ ,-I;¿" "L.. I , P(..Á.t "-f ..... L ,J - BUDGET ESTIMATE FOR SOUTHWEST 10TH ST. Project: The City of Delray desires to improve SW 10th St. from west of Germantown Rd. to northbound riederal Highway. Consideration is being given to 3-lane, 4-lane, and 5-lane roadway improvements. EXISTING CONDmONS SW 10th St. exists as a 2-1ane roadway with little or no formal stormwater drainage system. The existing right of way varies in width from 50 feet to 90 feet. The adjacent land for the most part is occupied with residential structures including fences, hedges, and other improvements. There "are existing underground and aboveground utilities within the right of way. There is a highly sensitive fiber optics and defense cable crossing of SW 10th S1. in the vicinity of the FEC railroad. CONSIDERATIONS A 3-lane roadway can be constructed without additional right of way acquisition. However, should the road be widened in the future beyond the 3-lane capacity it will be necessary to remove concrete curb and sidewalk for the roadway expansion. Any roadway construction beyond 3-lane capacity at this time will require right of way acquisition which will require more extensive surveying, fight of way maps, parcel descriptions, appraisals, negotiations with property owners, and probable condemnation of private property. The condemnation of land will involve court costs of both the city personnel, staff, professional consultants and expert witnesses as well as the attorneys' fees and expert witnesses of tbe private property owners. The city presently has two other projects active in the vicinity of SW 10th S1. These projects are a master stormwater management plan and certain street improvement projects. The proposed design of SW 10th St. should consider an ultimate outfall for the drainage area related to the area including the proposed street improvement projects. 1 . ". .. CONCLUSION The estlmated construction cost and engineering fees are shown on "Exhibit A". Exhibit A also has an estimated quantity for land acquisition for the 80 foot right of way section. Without the benefit of a land survey, right of way map and appraisal, it is difficult to estimate the cost of the taking. This matter was discussed with a real estate appraiser and it was indicated that the land cost for residential property without damage to the remainder could be $7 per sq. foot. 2 - : Exhibit A ESTIMATED COST I ITEM I 3 LANES I 4 LANES I 5 LANES I CONSTRUCTION 1. Storm Drainage within Project 1,054,500 1,054,500 1,054,500 2. Storm Drainage Outfalls 960,000 960,000 960,000 3, Roadway 595,800 852,100 957,500 4. Sidewalks and Drives 148,000 134,200 134,200 5. Miscellaneous 36,500 46,100 32,900 6. Utility Conflicts 100,000 125,000 150,000 7. Signalization 200,000 300,000 300,000 7, Railroad Crossing 100,000 100,000 100,000 8. Construction Contingencies @ 319,500 357,200 368,900 10% Subtotal Construction 3,514,300 3,929,100 4,058,000 Field Survey 14,000 20,000 20,000 Testing (Design and Construction) 9,000 10,000 11 ,000 Right of Way Survey, Mapping and 0 39,000 39,000 Sketches Permitting 25,000 30,000 30,000 Engineering (Design Phase) 246,000 275,000 284,000 Engineering (Construction Phase) 175,000 196,000 203,000 Contingencies 50,000 57,000 59,000 Subtotal Project Cost 4,033,300 4,556,100 4,704,000 LAND ACOUISITION Length o L.F. 4,987 L.F, 4,987 LF. Area o S,F, 67,333 S.F. 67,333 S.F. Legal and appraisal for land acquisition .. . . C, (OrrÎlïL~r;r. ~CI?JIJ F U T U R E T R A F FIe R E P 0 R T SOUTHWEST 10TH STREET . PREPARED BY: CITY OF DELRAY BEACH PLANNING DEPARTMENT .. GREG LUTTRELL CITY TRAFFIC ENGINEER APRIL, 1992 . , . EXECUTIVE SUMMARY: This future traffic report has been prepared to assess the needs and provide detailed input into the Decade of Excellence project to widen S.W. 10th Street. The analysis examined the transportation corridor of S.W. lOth street (U.S.l to Congress Avenue) and Wallace Drive. This was necessary as these two roads function as a roadway system carrying traffic from U.S.1 to the west. Traffic projections were made for the year 2000 using standard techniques based on previous traffic volume patterns. Traffic impacts from likely future developments were then added to the year 2000 projections. The total future traffic was related to road cross-sections required to maintain an acceptable roadway Level-Of-Service. The analysis shows a need for certain roadway improvements. A priority assessment of traffic needs alóng this roadway system yielded the following: l. Intersection improvements at S.W. 10th Street/Wallace Drive (turn lanes and possible traffic signalization). . 2. Intersection improvements at Swinton Avenue/South 10th Street/Old Dixie Highway (turn lanes and traffic signal modifications). 3. Roadway widening of S.W. 10th Street from just west of the CSX Railroad to just east of 1-95 to four lanes, and from there east to Wallace drive as a five lane road. 4. Intersection improvements at S.E. 10th Street/S.E. 5th Avenue (add west approach right turn lane). 5. Roadway widening of S. W. 10th Street from Wallace Drive to Swinton Avenue to a three lane roadway. Intersection improvements at S.W. 10th Street/S.W. 8th Avenue (turn lanes). 6. Roadway widening of S.E. 10th Street from Old Dixie Highway to S.E. 5th Avenue to a three lane roadway. 7 . Widen/upgrade Wallace Drive as development occurs to a three lane roadway. These prioritized improvements are shown schematically in Figure l. Roadway needs are shown on the lower portion of the Figure. The intersections are shown on the top of the Figure with different arrow symbols used to denote existing and proposed turn lanes. All improvements outlined above should include adequate facilities for pedestrians and bicyclists. 1 . J,,þ ~ ¡ ~ i ~ I--... ""'< q,.,., J¡-t 4 h....." W ~.. õiI' \Mt <:1.-,0 ~ J' ~rt C'IIC; -:! ~ 'þ. 9'\'f HQ.\/"f'~ ~ .:v ~ ~ I . ~l} 31''\1 t- ....ç S -+ ~ .(\ g ~ \.~ ,"me; A J,~i I ~ ~t+ UJ . uJ J :J 2 ,. j ð <1 5 I ~ g I ~~ 3"V q M<; - - - - - - ~." ~ J'" ~~ ...:'7 I , t·t ~ j ~ ~~~t1 ..:>If..... ""J'c' .1.~ ~ Sb'~ I ~ tifi ~'a ,\,,<;.~ j f J J 3\.. ~tCØ1 ~ d ,~ } ~'t f~ -if- J .. ./I ..: :1 ~\bU~ 1- . . TABLE OF CONTENTS PAGE EXECUTIVE SUMMARY . · · · · · · · · · · · · · · · · · · · · · · i INTRODUCTION . . . · · · · · · · · · · · · · · · · · · · · · · 2 TRAFFIC PROJECTIONS - METHODOLOGY . · · · · · · · · · · · · · · 3 FUTURE DEVELOPMENT · · · · · · · · · · · · · · · · · · · · · · 5 FUTURE TRAFFIC SUMMARIES · · · · · · · · · · · · · · · · · · · 7 LEVEL-OF-SERVICE . · · · · · · · · · · · · · · · · · · · · · · 9 SUMMARY . . . . · . · · · · · · · · · · · · · · · · · · · · · · 10 PEAK HOUR TRAFFIC . · · · · · · · · · · · · · · · · · · · · · · 11 INTERSECTIONS . · . · · · · · · · · · · · · · · · · · · · · · · 12 . PEDESTRIAN AND BICYCLE FACILITIES . · · · · · · · · · · · · · · 14 RECOMMENDATION · . · · · · · · · · · · · · · · · · · · · · · · 16 1 · hI INTRODUCTION: This report has been performed to assess the future traffic needs for S.W. lath Street from U.S.l to Wallace Drive. Assessments and recommendations are made relative to vehicle traffic, pedestrian and bicycle needs. The widening of this roadway has been funded as part of the Decade of Excellence Bond issue. The Bond called for construction of "S.E./S.W. 10th Street four lane, Federal highway to Germantown Road" (Comprehensive Plan, Part IV). To assess the needs for S. W. lath street east of Wallace Drive (Germantown Road), the traffic system comprised of S.W. 10th Street for U.S.1 to Congress Avenue and Wallace Drive was examined. Traffic projections were performed using a modified system approach which means that an entire corridor was examined. This analysis looked at S.W. 10th Street in three segments and Wallace Drive as one segment. Limits of these segments are as follows: EAST S.W. 10th Street from U.S.1 to Old Dixie Highway CENTRAL S.W. 10th Street from Swinton to Wallace Drive WEST S.W. 10th Street from Wallace Drive to Congress . Avenue WALLACE Wallace Drive from S.W. 10th Street to Linton Boulevard These four sections of road constitute the transportation corridor lying north of Linton Boulevard, connecting U.S.1 and major north/ south facilities to the west (Congress Avenue, I-95). Traffic projections were made for the year 2000. This represents the future planning horizon of the City's Comprehensive Plan. The methods used for these traffic projections were based on engineering judgement and criteria found in the NCHRP Report 187 titled, Quick-Response Urban Travel Estimation Techniques And Transferable Parameters. Future land use through this corridor was discussed with planning staff members to ascertain likely future growth. This future growth was then quantified as to its traffic impacts on the corridor. Specific examination is made relative to intersections. This allows geometric sketches of future needs to be developed. These sketches are transferred to typical road-sections. These road-sections satisfy vehicular traffic needs, as well as the needs of pedestrians and bicyclists. The recommended intersection geometries and road laneage are shown in Figure 1. 2 . TRAFFIC PROJECTIONS - METHODOLOGY: Two accepted methods for projecting future traffic volumes were used. The first was an average growth rate projection. The second was a trend line analysis. These methods estimate future traffic based on an analysis of past traffic volume changes. The first method uses an average growth rate. In general, the south part of the City has experienced a three percent (3%) per year increase in traffic volumes. This method uses the base year (1992) traffic volume and calculates 3% of that volume. The calculated amount is then multiplied by the number of years to the planning horizon year (2000). This amount is added to the base, resulting in a future background volume. This series of calculations is shown in Table 1. TABLE 1 - AVERAGE GROWTH RATE PROJECTION 1992 3' 2000 2000 PK ADT GROWTH PK ADT AADT EAST 6,800 1,632 8,432 7,757 . CENTRAL 10,400 2,496 12,896 11,864 WEST 13,100 3,144 16,244 14,944 WALLACE 7,135 1,712 8,847 8,139 PK ADT = PEAK SEASON AVERAGE DAILY TRAFFIC AADT = AVERAGE ANNUAL DAILY TRAFFIC The second method for projecting traffic to the year 2000 uses a trend line analysis. Graphs were prepared for each of the roadway segments under review. These graphs are included at the end of the report. A straight line was then fit to the available historical counts. This straight line was then forwarded to the horizon year of 2000 and a future background traffic volume found. These future volumes are shown in Table 2. TABLE 2 - TREND LINE PROJECTION 2000 2000 PK ADT AADT EAST 10,000 9,200 CENTRAL 13,800 12,696 WEST 18,250 16,790 WALLACE 11,750 10,810 PK ADT = PEAK SEASON AVERAGE DAILY TRAFFIC AADT = AVERAGE ANNUAL DAILY TRAFFIC 3 . These peak annual daily traffic projections were then adjusted to average annual daily traffic ( AADT) . Historically Delray Beach has experienced seasonal traffic variations over 20% between the annual peak and off-peak periods. This analysis lowers this seasonal shift to 16%. This is more reasonable as the area continues to attract year around residents thereby reducing seasonability of traffic. These AADT volumes represent the background future traffic volume to be used for design calculations. . future background traffic volume was found, analysis Once a an of likely area development was performed. This review examined two areas of development. , ' . 4 . FUTURE DEVELOPMENT: Two areas of future development were examined. Assumptions were made concerning levels of development which may occur prior to the year 2000, and what traffic impact they would have on the roadway segments analyzed. Vacant parcels exist adjacent or in proximity to S.W./S.E. 10th Street and Wallace Drive. Ten vacant parcels were identified (see Figure 2) . Development was assumed to occur before the year 2000 on all ten parcels. An average building coverage was estimated at 30% with the building use matching the existing zoning. Traffic was calculated and then projected onto the roadway network. Summing all projections on each segment result in a future development traffic impact. This impact is shown in Table 3. TABLE 3 - FUTURE DEVELOPMENT PROJECTIONS ADDITIONAL DAILY TRAFFIC VEHICLES EAST 1,609 . CENTRAL 1,803 WEST 4,020 WALLACE 4,147 It should be noted that land use or development changes from that assumed will have little affect on the traffic impacts shown in Table 3. The second area of development evaluated was the downtown GAE. The downtown Geographic Area of Exception has been projected to have an impact on both roads being evaluated. The future traffic maps for the GAE show increased volumes from GAE development on all four segments. These increases are shown in Table 4. TABLE 4 - GAE PROJECTIONS ADDITIONAL DAILY TRAFFIC VEHICLES EAST 800 CENTRAL 800 WEST 300 WALLACE 600 5 . J 4 ~ t J J § ð ~ 3'<1 ~ " ~ f ""'N("'" I ~ ~ ª § Wi w i £ § ~ ~ ~ :>.11- ~ ~ Id g \11' 111-¡: ëJ P · _1 ~ ~ î ~~~ 1~f {Io ""'" J j\ f g ~ ~ '" ,"","Þ . Co' E d I. I , ... ' , . , j 2 .d ( (! ill - - s:-::tJ JJ c) f!. ð ~ J P. ë<! <1 iI /'J ç , '> I S^ N ~~ - - - . ~ ~ ill e) It- m j s. '- ' .:r. ~32IC)NO~ 4 .- .1\, \0': ::I 6 , ,,,·1 FUTURE TRAFFIC SUMMARIES: Many methods exist for summarizing total future traffic volumes. Ultimately, the method of projection and summary will result in the need for a specific roadway cross-section to satisfy traffic demand. Table 5 shows various future traffic totals based on the year 2000 background traffic and development impacts calculated previously. TABLE 5 - FUTURE TRAFFIC SUMMARY (3' GROWTH) 2000 FUTURE AADT + DEVELOPMENT + GAE . FUTURE (AADT) EAST 7,757 1,609 800 10,166 CENTRAL 12,140 1,803 800 14,743 WEST 14,944 4,020 300 19,264 WALLACE 8,139 4,147 600 12,886 . AADT = AVERAGE ANNUAL DAILY TRAFFIC (TREND LINE) 2000 FUTURE AADT + DEVELOPMENT + GAE . FUTURE ( MDT) EAST 9,200 1,609 800 11,609 CENTRAL 12,696 1,803 800 15,299 WEST 16,790 4,020 300 21,110 WALLACE 10,810 4,147 600 15,557 AADT = AVERAGE ANNUAL DAILY TRAFFIC These future traffic volumes may be used for design purposes based on an assumption of the impacts of future development. It can reasonably be assumed that a portion of the future development traffic is already accounted for in the background traffic projections. The two extremes for this assumption are that no, or, all of the future development traffic is contained in the background projections. Final design traffic will be partially based on this estimation o~ future development traffic. Ranges in future des ign traffic projections are shown in Table 6. The lower numbers represent an assumption that all future development traffic is already accounted for in the background projections. The higher numbers for each segment represent traffic volumes where all future development traffic is added to background projections. 7 . TABLE 6 - FUTURE PROJECTION RANGES RANGE ( AADT ) EAST 7,757 - 11,609 CENTRAL 12,140 - 15,299 WEST 14,944 - 21,110 WALLACE 8,139 - 15,557 AADT = AVERAGE ANNUAL DAILY TRAFFIC . 8 . LEVEL-OF-SERVICE: Roadway drivability is measured by Level-Of-Service ( LOS) . Through a series of analyses, LOS tables have been developed equating daily traffic volumes to LOS. A summary of these thresholds relating to this analysis is shown in Table 7. TABLE 7 - TRAFFIC VOLUMES VERSUS LOS NUMBER OF LOS LOS LANES "C" "D" 2 9,200 ADT 13,700 ADT 3 9,700 ADT 14,400 ADT 4 20,100 ADT 30,200 ADT 6 30,700 ADT 46,300 ADT ADT = AVERAGE DAILY TRAFFIC FDOT, PALM BEACH COUNTY TPSO . SOURCE: The three lane roadway is not usually used solely for the small increase in daily traffic volumes allowable at specific LOS levels. The use of a center two way left turn lane (TWLTL) provides a safe area for left turning vehicles. Having the turning vehicles store (wait) outside of the thru lane does provide a small increase in a roadways capacity. The major benefit however, is that the provision of a center TWLTL greatly increases the safety of a road under certain circumstances. The City Comprehensive Plan establishes acceptable minimum LOS levels for all roadways. City roadway facilities are required to operate at LOS "C". State and County regulations allow them to operate roads at LOS "D". All Levels-Of-Service relate to an average annual traffic volume. 9 . SUMMARY: Traffic projections for the year 2000 were calculated based on current and past volumes. In addition, an estimate of likely development traffic impacts were calculated. These traffic volumes were combined into Summary Tables (See Tables 5 and 6). The decision on a typical cross-section should be based on maintaining an acceptable Level-Of-Service (LOS). Our Comprehensive Plan requires that we maintain a LOS "C" on City roads while allowing LOS "D" on County and State facilities. Following a review of the traffic projections, it is strongly recommended that a LOS threshold for both lOth Street and Wallace Drive of LOS "D" be adopted. This presumably lowering of the LOS from "C" to "D" will have two effects. First, the roadway cross-section requirements will change. This change in lane requirements is shown in Table 7 . Second, LOS "D" is the accepted LOS for arterial and collector roads throughout the County. Since both S.W. 10th Street and Wallace Drive are collectors, a LOS designation of "D" is appropriate. Table 7 shows the year 2000 traffic ranges versus Level-Of-Service, and specifies the range in the number of lanes required. TABLE 7 - FUTURE TRAFFIC VERSUS NUMBER OF THRU LANES . 2000 MDT LOS "C" LOS "D" EAST 7,757 - 11,609 2 - 4 Lanes 2 - 2 Lanes CENTRAL 12,140 - 15,299 4 - 4 Lanes 2 - 4 Lanes WEST 14,944 - 21,110 4 - 6 Lanes 4 - 4 Lanes WALLACE 8,139 - 15,557 2 - 4 Lanes 2 - 4 Lanes AADT = AVERAGE ANNUAL DAILY TRAFFIC LOS = LEVEL-OF-SERVICE Table 7 shows ranges in cross-sections from 2-6 lanes. These are thru lane requirements. Specific design cross-sections must be based on a further analysis of traffic patterns. 10 . PEAK HOUR TRAFFIC: -- Specific design cross-sections are based on a daily Level-Of- Service assessment (see Table 7 ) and a more defined peak hour analysis. This peak hour analysis yields information relating to cross-sections, turn lanes and intersection geometries. Peak hour traffic in this corridor is 8-10% of the daily traffic volume. Congestion during the peak hour is always worse than throughout the day, and governs many facets of roadway design. Intersections and driveways lead to special design needs. Throughout the 10th Street/Wallace Drive corridor many intersections and driveways exist. This propensity of access requires that a divided roadway section not be used throughout. These numerous access points lead to many turning maneuvers. If turn lanes are not provided, turning vehicles will block thru lanes/movements thereby reducing the operating capabilities of the roadway. Low through volumes can usually accommodate a design which does not have turn lanes; however, as volumes increase, these auxiliary lanes become very important. For this reason, a center two-way left turn lane is appropriate for all sections of both S.W. 10th Street and Wallace Drive. . 11 . INTERSECTIONS: The S.E./S.W. 10th Street corridor contains five ( 5 ) major intersections. A more detailed analysis of all of these locations was performed for this analysis. Recommendations from this analysis are outlined below and shown in Figure 1. U.S.1 (S.E. 5TH AVENUE) - This intersection is currently signalized. As traffic volumes increase on S.E. 10th street the need for a west approach right turn lane will become more apparent. All other approaches (north and east) operate acceptably and should continue to function. Construction of the west approach right turn lane is recommended. SWINTON AVENUE / OLD DIXIE HIGHWAY - These two offset intersections are signalized. They are offset by approximately 100 feet and separated by the FEC railroad tracks. Proposed intersection approach lanes are shown in Figure 1. Improvements needed at this location include the reconstruction of the south approach on Swinton Avenue to allow for two-way traffic and traffic signal modifications. Also, pedestrian/bicycle features should be created across the railroad tracks. . S.W. 4TH AVENUE - This intersection was recently improved to include left turn lanes on all approaches and installation of a traffic signal. This intersection should continue to operate acceptably with existing roadway geometrics. S. W. 8TH AVENUE - This is currently a "T" intersection, with S.W. 8th Avenue extending to the north. Large amounts of traffic make an eastbound left turn from S.W. 10th Street to S.W. 8th Avenue. This turning traffic will be accommodated with the recommended 3-lane roadway section, which contains a center two-way left turn lane. The south approach to this intersection does exist but is unpaved. Future roadway improvements in the area may result in this approach becoming the northern end of the S.W. 10th Avenue corridor north of Linton Boulevard. This future connection will alter traffic patterns. It is recommended that a south approach apron be constructed concurrent with the S. W. 10th street construction to accommodate likely future conditions. WALLACE DRIVE - This is a skewed "T" intersection, with Wallace Drive extending to the south. Currently traffic is controlled with a two-way Stop. The east approach does not stop. This intersection experiences severe peak hour congestion. An LOS analysis of the intersection of Wallace Drive/S.W. 10th Street was performed. Currently, the intersection operates at LOS "F" during the p.m. peak hour. If this intersection were upgraded with turn lanes and signalized, it would operate acceptably through the year 2000. 12 . hi . .. A traffic signal warrant study should be performed. A traffic signal appears warranted for installation at this intersection based on the heavy traffic volumes. It is recommended that the control of this intersection be immediately changed to an all-way stop to better accommodate the heavy traffic volumes until a signal can be installed. Installation of a traffic signal should be included in the project scope. The existing "T" intersection is skewed at approximately 70° (20° from perpendicular). Previous design discussions relating to this intersection have identified a need to straighten out this intersection to 90°. This would require the acquisition of additional right-of-way for the relocated south approach. While the creation of perpendicular intersections is desirable and should be required for new roadways, it is not necessary at this intersection. Current engineering design practices allow the safe, efficient operation of the Wallace Drive/S.W. lOth street intersection at the existing level of skew. 13 . . -, PEDESTRIAN AND BICYCLE FACILITIES: The City Comprehensive Plan contains two policies specifically relating to pedestrian and bicycle facilities. These policies are in the goal area that states, "Alternate (to the automobile) transportation options shall be created especially for recreational and leisure purposes", (Goal Area "D", Traffic Element) . The inclusion of these facilities should be considered an integral part of the project. S.W. 10th Street extends from Congress Avenue, through residential areas, to the Intercoastal Waterway (Knowles Park) making it an ideal corridor for pedestrian and bicycle activities. Pedestrian facilities along roads are usually provided as sidewalks. Multi-purpose pathways are sometimes used where ample right-of-way exists. Currently there are sidewalks along only a small portion of S.W. 10th Street and Wallace Drive. This means a pedestrian will either not walk along the road at all, choosing other routes, or an automobile, will walk in the grass/weeds along the road, or, will walk in the road itself. Without sidewalks along this busy City Collector roadway, pedestrians aren't provided for. Also, S.W. 10th Street from 'Swinton Avenue to S.W. 8th Avenue is used by elementary school children walking to/from Pine Grove Elementary. The typica.l èross-sections for south 10th Street should include a complete sidewalk system. The State of Florida defines a bicycle as a vehicle. As such, a bicyclist traveling on a sidewalk must act as a pedestrian as the State Statutes also define a sidewalk as being intended for use by pedestrians. Therefore, without the inclusion of specific bicycle facilities, bicyclists must ride in the travel lane. S.W. 10th Street extends from Congress Avenue to U.S.l and Knowles Park on the Intracoastal Waterway. This road could become a busy recreational bicycling route with people bicycling to/from the Intercoastal Waterway. The inclusion of bicycle facilities on this road should therefore be considered an important part of the corridor design. Bicycle traffic can be accommodated in three ways: on-street, bike lanes, pathways. I n the absence of bicycle facilities, as is now the case, bicyclists must ride on-street with traffic. This tends to increase accidents and discourage bicycle travel. Bicycle path- ways, are good facilities when adequate right-of-way exists. Bicycle pathways require a minimum of 8 feet for one way use, and 12 feet for a two-way path and 8+ feet for buffering. The preferred method of providing bicycle facilities along S.W. 10th Street is therefore, an on road bike lane. An on road bike lane is a specific lane for bicycle use only. It is to the far right of vehicle travel lanes, separated from the traffic lane with a wide white stripe, contains special bicycle identification markings, and adjacent bike lane signs. Bike lanes 14 . are a minimum 4 feet wide. A typical bike lane is shown in Figure 3. Recently, the County Engineer accepted an M. P . 0 . subcommittee recommendation to provide bike lanes on all new collector and arterial roadways. Their design has been found to be acceptable, and their inclusion on roads has been shown to greatly increase bicycle safety and use. Bicycle lanes should be included as a part of the cross-sections for S.W. lOth Street. 6" Solid white stripe . CURBED STREET WHERE PARKING IS PROHIBITED FIGURE 3 15 '. ..¡ RECOMMENDATION: The data and analysis presented, leads to the recommendations shown in Figure 1 and Table 8. These show a future year roadway design. Recommended road-sections are discussed below. Prioritization of the recommended improvements are listed at the end of this section of the report. EAST (U.S.l TO OLD DIXIE HIGHWAY) - This roadway section will have adequate through capacity as a two-lane facility. This section should however, be considered for upgrading to include a center two-way left turn lane to accommodate turning vehicles into the many side streets and driveways along this segment. Pedestrian and bicycle facilities and intersection improvements s~ould be provided. CENTRAL (SWINTON AVENUE TO S.W. 8TH AVENUE) - This section should be constructed to a 3-lane facility. This roadway cross-section will provide adequate through capacity and a center left turn lane for maneuvering of turning vehicles. Pedestrian/bicycle facilities and intersection improvements should be provided. WEST ( WALLACE DRIVE TO CONGRESS AVENUE) - This section requires immediate widening. Current daily traffic volumes are over the City LOS "c" threshold as well as the recommended LOS "D" traffic volume. Examining this segment during the p.m. peak hour yields the same over capacity operation. The recommended future cross-section is 4/5-lanes. Four lanes will provide adequate thru capacity; but, a 5-lane section should be considered to accommodate the large amounts of turning industrial traffic using this section. Pedestrian/ bicycle facilities and intersection improvements should be provided. WALLACE DRIVE (S.W. 10TH STREET TO LINTON BOULEVARD) - This section has projected traffic ranging near the 2-lane LOS threshold; however, volumes should not reach this level due to the congestion present at its intersection with Linton Boulevard. This intersection congestion will cause traffic to divert from Wallace Drive to other roadway facilities. Development along this road should be required to provide turn lanes to preserve through movements. All construction on Wallace Drive should include facilities for pedestrians and bicyclists. TABLE 8 - DESIGN TRAFFIC AND NUMBER OF LANES RESULTING YEAR 2000 RECOMMENDED LEVEL DESIGN TRAFFIC NUMBER OF LANES OF SERVICE EAST 9,863 AADT 3 Lanes D CENTRAL 13,720 AADT 3 Lanes D WEST 21,110 AADT 4/5 Lanes C WALLACE 9,000 AADT 2/3 Lanes C AADT = AVERAGE ANNUAL DAILY TRAFFIC 16 . . This report contains recommendations for many roadway improvements. Six specific construction needs were identified. These are listed below in priority order (top priority is #1, second priority is #2, etc. ) . 1. Intersection improvements at S. W. 10th Street/Wallace Drive (turn lanes and possible traffic signalization). 2. Intersection improvements at Swinton Avenue/South 10th Street/Old Dixie Highway (turn lanes and traffic signal modifications). 3. Roadway widening of S.W. 10th Street from just west of the CSX Railroad to just east of I-95 to four lanes, and from there east to Wallace drive as a five lane road. 4. Intersection imp~ovements at S.E. 10th Street/S.E. 5th Avenue (add west approach right turn lane). 5. Roadway widening of S.W. 10th Street from Wallace Drive to Swinton Avenue to a three lane roadway. Intersection improvements at S.W. 10th Street/S.W. 8th Avenue (turn lanes). 6. Roadway widening of S.E. 10th Street from Old Dixie Highway to S.E. 5th Avenue to a three lane roadway. 7. Widen/upgrade Wallace Drive as development occurs to a three lane roadway. GL/A:#3/TPMETHOD 17 . ,.." This report contains recommendations for many roadway improvements. Six specific construction needs were identified. These are listed below in priority order (top priority is #1, second priority is #2, etc. ) . 1. Intersection improvements at S. W. 10th Street/Wallace Drive (turn lanes and possible traffic signalization). 2. Intersection improvements at Swinton Avenue/South 10th Street/Old Dixie Highway (turn lanes and traffic signal modifications). 3. Roadway widening of S.W. 10th Street from just west of the CSX Railroad to just east of I-95 to four lanes, and from there east to Wallace drive as a five lane road. 4. Intersection improvements at S.E. 10th Street/S.E. 5th Avenue (add west approach right turn lane). 5. Roadway widening of S.W. 10th Street from Wallace Drive to Swinton Avenue to a three lane roadway. Intersection improvements at S.W. 10th Street/S.W. 8th Avenue (turn lanes). 6 . Roadway widening of S.E. 10th Street from Old Dixie Highway to S.E. 5th Avenue to a three lane roadway. 7. Widen/upgrade Wallace Drive as development occurs to a three lane roadway. GL/A:#3/TPMETHOD 18 . . __...-,. -.JI.- ~~ _.,~.l.I..... 1;;..11:;.) . . I ".-1 ; . I ''''. ".r.'t't ..~ "",~..:,~I,,'i.'Z;,·'~~~' I,' "¡~'I,,'~·u,' '~:":~""'O".;,;.öil"\:~·:d'~':"':""'t:'¡1r~lf,.~.,;,!,:!.:· ~r'''~-~' ,..."),,";1' .i"~~"!''''''!~'~''~'Jr.~1.'' .-"'4~'~~""~ ,~"".-"'J!II~,~"""t.,:~ _~I','~"- ,',..,t ~ : '. ¡, :'¡""'~":' .~, ,"':," ,:;~.:~f.'; ,¡~":,·.~..t'f.,.:;\/~.~¡·,r;,11r.V~:f,":\!~!"1"1"'~' t':1~~,:,¡",¡;''¡I,(¥'t,~',: ~"; ....".;~~, '¡-,\:~...". .....\ ... ," ':.' ~'. .. '.' : . .; ::'."I'''<~. '~~.:,:.: ''',I '.~! '.: . :,:-- ":':~"¡ ':',:".:. .!!' .' :.'.. ':: 'f '<:.;<;~':, )\,:' ~,~ " :-:.' .,.! I;,.,. ,> ':'" .. ./_:". I ','. ", . .... ".\:)~\\I'$"i"~"'·.\I' '1", . 'IIJ'~':"I'~,I. 'j .\ ,~. '.,' \ '. '1',\." ,,<.,.,,).. ,¡'.~, I" ~,.'.ft, ...~ ~ ;7, " :" ~,,', ' ' , ,,:~,j;\'\"'~~4' 1":\ 'I"¡~ :;. 'I, :'.~ "i, " " ," ,,'1., I" " ; i ,1 ,',I'f :'. , .,', " "~1~"""_,_.,~:·' "": . ...., '. ~""'i'\'" "." .,. '.~ " "." .' ' ", .'" I \,. . ('IJ, , ":':" ;"" ' . . "" . >.: :,:',:'..:'.:,~\).::._.;~'l; :;' '; , .~, i.: .'. , ' .:.'..,. I l\ . ' \~ ~'.: . ': ::> ,,: . \ .; , '.,""'''",',.,¡ "," ' ',' \~ 'IIIt~. :',', , ", ' . ::::::~:~\;'t~' ,.'. ',,":;'. '. .; . l\ .~. ~ '~..'!",,:, . .,'. " . ",.' '/ ~ '. " 0 ,,' , I ~ . . ' \ . .... .,'\, - " ~ \i .;.,,'. \' " ~ \ I ' ' , Ii ",' r J : r . ;"' ,",:, ,\,:!.~, '.I.:",'~'.; '~"'" '. ;, ;1 ~,"', ,/{ ~':"', " .' . ' ,,"~ ;"."1 ". "~~,I "., "I" '\, ..: ~ .'. I . " ,,' ',~. ·.~.I'.· "", , ,,:' I . ~",,' ,. "', I.... I .... \ I' "", '. "" '. q~, ,'1·" " " , ", ,'." . ' ~. ", ',", ' ,'" '...1 , " ,. ,,¡.., , '1. I ' ., .' \f \ :".. .' . '. ':' .,"".... t·'. '", '.' :.;. .., ':' ':'. "'~"i.:"" ,,' . \; , .. . .' ". .' r~~ .._~'1\." ,. , ", . ,"" ~., , I'iì 71" .:" . , ::,. '., . . ~- ' :,' ~ . f. ' '\' 0, "," .' ~~ j . , ~\ ~«. j t ,.>".: . " :" t~.J~ .. .'~ ; ,/ '" . . '" ' ~~,,-;.. '.'" ' ;. ',::. . . <"" . . ,.:: ""-'i':: ,,: , " :':'1 ,.' ,I :: I ,,~;; . ~ I . .. ~- .} .,' ~~ ..,.: " .¡,., ~ '. :~~':.,'. ~I&~ .' '.. ~ I ;..:,.,:..,~'!.: ~ 1 .... ........" ~ , ,,' ":'(': ,. ~-'~~ ... . ,'" ~ .... I_'ll.\.. , .. "tI" ,., ~ :.";:.\;' .,~~' ,.' ""1.,' " ...~ "1 . ' .' ~ ' __ þ 'J " tAY'I'" --.- \' . ~;:"~, .... '.: . ..... . .1 v <Ill " ; , ' .... ' . . .AfT ,.. ..I~'",I.. '\ " ,," i \",. 6ß" ~ ) ~~'f('!::"';"'.""" .,...,. ~ . <9 ~*,fÞ' " .. ·-','ot .... "" -.."f.. ~ " ~p:"" I I " ~ I". , ..../ ,. ",¡Ç~ . .' . ',\ ...',., .. .. sIiJI.~ , h . ,..<" ",' .. ., ÏJ N ~ '." ~" f 'B ,"","" "'" -..... _N I"~ "!;....:~'" ..~:,..:." '~,': .:.,' "."".,, ""~- . . -", '. ,"; ',,' . " \ '- " :" ~~. /".':,~,/".::.:..~,:'. ,: ,.' :.... " , I ,. ~ ~ t ' .~". , I , . . t,' ,~~1·;',.',' .': .,1,1:' '~:.t..'·\ } t "I' '. .,. "'. .,' '.. it L J '. ," p ~ ~ . ~ <: ......:.,.: I q""~' ~ t.,·,·····.,· . , , t" . . 1'~;J,ï.~¡,.:';o~,';..;....~, I, '. . ","'iI;~, .:':.';'..1..:",."..,\,..,,,,. .:, , )~. ..G ~ ", ;i .. ~" ' " " .,1( , ~'''''! ' " ,;',' ....,::., ,'"" fij ~ I '.' ,.' ",', , .,' , . Q; . '.. "', ..' . ,"6ü ,,1J:>.... .; '" . .: !o ¿ iOJ., .1 lei, i <;t::\"'( ~ . ~ " . . ... ..... .... ". ' ,". , ./ "";''J}. ""';¡' , .. ,..~. ."..'" ,...'.. . '- '.., .-., 1 ' it:. ~~~~ ' ~ -... ~ . -,; ," .. c:<.c.~ 1I't.~.b _' ) , .~~. .: '. ~ 'I . , çt-. . '. " . . .K/~ ": .. ....... ~ÿ. . -" f'" " .' \'~ ...: . ':.: . 1 ,-:.='. "'., .., <'.:.'...~... '.' ~'" ¡'6r"~ :.:',' r~~:',"",::, , , . ,-:i ::...,'" :\~"'.":' ~';.'. '~"~ ,"'<",11'.,': .';;'>':l.""'¡'{IO:oi;f~ ::I"!i ; .¡; ~!Ii'/' . .....ttL " .1.. ,tt' ;·,..·t~ I,' ,,. ",,'''11'', ,J"~""r, "" "~'( . " ;', . .' ~ '8 l ~!t , '" jR . ~ ~~ : ::;~ .; ,,~ ,..", - :<:: -=.~::::.. - =::':,$'/<F' ' . . I \ .', ',',' ".,.. ' \i , þ~';'-::.-=--...- ---~-=----=-.....-. . J ',. .. ''';'' , . 'r ,,' ,_.'. ~ . ',' " I' . . \\ . .,' ." ; . ".f ,. ~' \\ . . ..,. :! I'" ',I .-1w....-~-----....- - ~ ,-_....~-. --- I ~ .'..;.0..... " :,.' . , II. . 'þ ~. ", I ,~-, /,,7, , ...~..._----~ " r""~....~" ~:~~~---ÞoII-l I' ïf I." . '. f iI' ',I " ,. ' :' 'rl--.......J~~....I"-=-~-r.l·,t. " . , 'I '. ' \ I I' , " rr-""-~~---='~--"..n.r.\ '. " :." II rr' , . , "1 ·...1 , " ,,' " ~ :;.; /I ,I.. .' ,\ .,/ (I ,."'"_......_---=--=---=0:1,1 ...... \ . . II ". ". /I ,{ II" . . I ., . " II 1'---- . " ~ 1 , . '.'.... .' ,I (7--=, =_""-"=.'-~., ." '1 ' ','. .:..' ,'. II "', ..... ,. '. .,.. .,.. _ ,. ,I II " ,,' , ...., ".' II I~""'-:_~~.::;'=JI ,,':.".. ,=,!-=.=-I. .',. .; :11 ' . .' ".. .." , " ,. ,". ,". I . . . . .~ '11.....-';.;._..;;___·____1\ ". I 'j"' . , . . (5 "'~""~ . ~.~ ~ . '.... "":.~ ,',:', ~ '~~ ..... " . , . :tÞ.~ ..,.g.... ,', "'. , .."'''''' '''':'~~''~.. ~ '. ~ '" " Ii ' .~ ~ .,,~ 1<: , ,'b\; ("'~, " ¡ '~ì - I I ,'~ ~ "'. ~ 't, ·1 _. :5 r. ' "j . ., r " ,. ~ ... f\) '" ~ ., S ~ t'\ "" C . ,. ..... I . ",... , .". ", ¡; , . .' 0$67" 8' 01,"'11.. 26a06 ' . : 'ÙI 3'" t , .. ''1, I . ~ ' ~ ~ ... ' , . ~ ~ ~i , ~ ~ ~ " . 4.11 \J @) t..\:........ ,; '-.. "'-' ,~_. ~ . .;.,. "'I .,.""'.\.' ". , w' ", ~ '" " "" ... ,';,. ',.... . " .' ~ ,'".,',...' ,. ., I.. ,:" ','11*. """"" 1111 . . I, r '. . ~ . .. ,. -~ - ' '. . , --- ....- \~., \:. : ;i '.\ ()~()R(}IA ,"\"'- '., .. I . , ~ , /. , '.. .....' ~.' ," ~.', \. ~ '., 'i -.U " :-., .' .. \I ~ ... ".' :¡.,."'.; """ .... ~ f\ "" ".. ,"', ... 'V U ~ I:'r ' ') ; ~ C\ ~ ~ ',~~, . Q ~ ,/ ~a 144()(2 'i , ". ..- hi )1 ",'1 $. ~ )/;. '4. ø ' I ~ ' " & .-1> ~~ '\j ~. "''!f'''.\'._ ,.' () ~~~I¡r It:@! ", . '11.1' /OJ'" ~ " _.' "'", "0'" k- \ \!O ~(1 ' . · ~;t I t ~ ~ .-- ~~ q ~ l~ ,G'). !!I \! - ~ I-.~ )0 f'\ ~ .._ " -4 "'i ~< I I,., . '. "'~. l"". ~f I 'IL ~ 2J ~ ~ "" ~ I II - ..... 3toI"I!" 2'd . -. ¿S:n 26, TØ'd3S 1 , !j;..¡~---.. .- .. . , ... . , .~, J" .,-... ., - , .-. " .. j'" ... . '..... ....,--..... i -- Mo, - - I I ~ 0 Q 0 -,.:. @~,. ~ ~ \ ... . 1. ~ ' ~ +:10 (,J., - ~ --\\ '0 . ~j ... ~, ~\ '. ~ -" ~-~~~ " ~ '\ " ...~ ~ . ,\ ~~ ~ ~ ,,\ ,.I . ~ ' '. ."'i~ ~ cro I 'I' ~~ ~ 7~ /~ :a.~ I V? (}4 r I I " I .. @ ~ , ' , "~ . ;,,~ 1) \' .~ t. ;~ " , 9!J1.~6' I Stl tJa J4~. . I I I~ II .... I~ ,. it ..." . " I t» C) ...... I .. 869~ -- - ~. I ~- ! ~ ; \ . I 'I! I , . I I I I I . """'''':''--'. - . t . J f)t:. !JI' ,.11" 41?1Ç.~· E'd J 8S:¡¡ 26, ¡Ø d3S . ',,' . ~ ~. f ' . ~ ~ " ~ <fð' . ~f;~--'-'Ii . .. 't I..,,',,' .., ~ , ,'1CJ,.,:" \ I I ..29,' '._ ~!¿"~.'~; ,!' , .', ' ", ~, ., I \ ~ . '" ' .. ~ hi :, ~ ! b'" " ,'I ' ~ .'~ ~. ...' " I \ '" ,,-. ~ (. h ;,~. \ . I I' " [) ¡¡ I Ll e';" :,., ' r,i ' , \ M .4 R·t IN' , ' , .'.",' N' " .~¡ ..,'~ '. ~'~ t \' ¡'~ ~ , . . \ \ : ~ ::. \' ~ .., ~ .. I ~ , I L , lJR/Vt. :. 8" ~ ~'~ I ' , . '- ~ I ~ I , 'p. 0 H()NGlP. fO , ~ /It() , M'. ' ~ ~ ~ ~ \ ; \ ~ ~~\ ':\ ~ ~~I~f\ '\'\\ ' ~ r.:-:~\ ~~~ ~~. "~ ...." .. ,~ ~ . ~~ {:'(; , o 1./ L /.,. I'..'!',t.' .:fJ.:I ' ~, ,,' \ 1 ~.., __~' ~ nT-, ~." ~~v....~ '\_ I, , ' Mð'kh I u. ~. . _ Jo.. I I,,' ' c..r"fl vi'J,,, 1-". Nfl /4. ~~ _. I " ,/ . ,"'¡ . ",. ' (:;) .:... ,- . ~ ~~ ~, '" ..v~... .' ~ f \t\ " '',¡ ''\ ' .. . . "., .' ~ l. \. "'..... "" ( ..~" . ' . ., ...... ~~,. :... ' . . ',\.0" 1:. ',... ~~.'."', . ,,-',7":';: : ..' ,.....,.'r' ,.....' .~. I", .. . . . \.",....,'.': " :.~") ;....'~"~... "~:~ " . .' , .' ·':~'·'''ii''~··'¡; ...~,~:;"'<~(,:';~::i:~;~~~~i: ..... '. ~<.', .' '.... ....'1 ", ....,}~ ,J~¡!:~.,'iH14"", ~~',',i*""'''~'''''''''''''~(:~ ~,/".·"..~·,~::·,·~;,¡r1~~.i~..I-'¡',j"i.,\::.,...~~.""~"",.,,.~LI"';'.~"'''_'''4_''~-'''--'-'''''''';' 'r--'."" _' ....' t.'.' '..~ I", 'f" .. ..__........."...'~..". ,- ..,'.- .- . þ'd 6£:11 26, 10 d3S . I...' --.~,----~ 'I" II __ ,. ~ .', I . "- (\0.... ". I _ ;: , ~ 0,;; CIa;-; ~... I)¡ ~ Q¡ ;: . I" U " t;.1o; ij¡ ~ ~ ~ ~ ,...... ~ I '1" ti~ lit·, ~ j, . "" 'l " t¡ . M' N II'. IN,'" -, . ,~. . ., ..... " ',~. . ) J ", ',' ....r' , ~. , . '. '. ' I, ~ { , 4DÞII ~ ~ I)j ~ "~',' , . , ~~ ~,.. ~ " ~ -, ' o;¡.~~ ~ . . ~ '" ':S ~ ~ .'~'~ .'!; ~ ~ ~ n ~.~I"" ~ ~ ~. , .~.', ~ .C"'¡ £\ t: !It: . ~" .",I·~'\ . A~ ~ ,Ii" .,,~ ~ ~ / \0 .~.. ~ ~ !-1 ~ t·" , ~ ~.... \ .,\' '" , ' ~ ~ "'. 'SS:l:oì ", 't""'.., .\ I....,... ' , ~ '....,.- . ' ~ ~ "'\:" .~ ~ \ ." ~ ~ ., .'''' ?t. i·..- ~"h ' ~ '. '. .r~, , ~ ,'! " " . ,', .,,~ú "J:', ~N] . ~~~ ,(,~ .. j . 1'1,(\ ;ð ...' .,' {~~. , .. " , I,. ¡, "1 . I ". ! f I .~"n' ,I, t,· ',.'.... ..,;..'......., . .,' 'n,'~ I I I . ~... ~ ~ , .. ,... -" ¡ " ." 't·\'.,::' ';. .!~ " , ,¡.i" ,.,:\. "', . t: ¡ ~" : '~ 'ì¡ \.Jg ~á . "" ,.~. "'¡' "~" VI . r:; . ..... t'.....,'·. .') . (' >,,', ',';': :/. ".J!!!. ;,," , '",\ , ' /iI"~ ",,:'. :: ..,.. .... , . , tc I 16'"'' '~ h '" . .' ,.1. . '" ;' ... \III . " ,.~ I C\ ;¡ " I ' I ' , '~"lf~! '1 . ,J " I . ", ',.. 'I . , I hrlN PR/lJ£ '7.' I M A"'" . . Ølil" /ItI' Ilk'." I . . ,I ~.~ '/~ ~ 1.1 . I ~_ " ' ~ \ ~ I ~ tA It ~~... ~ ¡, -, , . ~ <S ! ~ ' . ð!I.II,.ø/ I t' " \ {... , ~ ~ ~ . ~ ~ ~, I~ S'd 00 :2¡ _26, HJ' d3S. lit ,., . , - :'!\1 ï' ,'11) , ," ~ f~ I .1 \ ¡ I 'I f ;" .,. . . ... ", -, . /..,'f. '. , . '.' '#1",- ,', , \1,~' ~.\""'~ ./ '>..... .*-.o' ~'Ij ~.;" ~". 'I'~~'" ,""I "';,. j. t . f' I . to... ~ " " ....... ,. . ·1·... , , , ~ " . .. " ~ I I ~. ._-~ ' ~ 1~"" " ,''/>.. II' I: ¡, ,I.,' p " , . . - !! -';1' ~ "f ~ "'.. . '\. ;... '~ . r"""'''''' :\: ;. .~ ... ',,Ii ....." / ..;w -v... ~ ~, .'~ -<::<" ..;o'.",.~r# . îØ ,'. .,' '-» , i'if!o ... ., , . !II >- . ~",,I' " ,,¡' "~ / ,~' '4" f; ,,/ " ,.-" ~ ¡. ~ ' .', f'~ i, ¡. . ....... . þ'~, ,;;f I:,; , :A1,:} ,£ " ,'- "\ ; ...."' ,,,.... 'I ,,)~ .111,4,'" , . " .~ " . " " ,'~ "ft;..,· I· ,,,-'-, , .B .ili " .~ ,..--...-'~ . , < \', ,,' f 1- \. .~\' ~ ,\" / .. ; / . ~/-, " ' , ,'.' " - .. " 'I " i ¡. ~ I' i; , ,'~" .. , ,.,. , , , j '" .. ' , : få~ . .-1"', . f'j' ~ r , ) ~. )~f F .' ~ ":. ) ~~ ~ 'l; J;; / ..Ji; . .:: ~-~--'~ / ,I I ~,t¡'., ' ....- . ....A ,- . --._"~ 1 J' ¡oil. 'f h f: ,,' :1:; t i.l ':' ';t".~ * IA ¡ '. J, · f!' "I~ ..''::,- ·t~'~~! r ~t.'il :. :1" : ~ .".:~ '! J' , . r 1 .)' '. " " , ..!-, )-!J-: ¡ ; ,,--.:..:' t!"· j .. _,: .. /; r . .. .. . ;'1 : .,...; ~ -r.. .:-"2 ,.'''0': ~ I ~.. :!... .¡: ," J! ~...~I~·'1'/..i" .. .. ...- .!è t~:.~~;;.t: >..,',!" ~/::-~~\ . _ ,n . ~, ....,'L.tJ..-f'~:.w ~ . 1 ,,' ' . , .:", ' . . \ ... " ' . " . . " ,,' , I ..... " . ,"'~'.'\ '" ~ ~i\(~, ! I ,'.~ 11, . !J .. " " I' .. 'I', ' " " ' ¡ , oJ' ~ ~k' 0", ~ . .. ."'-" ~.!.",. J 1 .. ,~ , ,. ¡~I."'v , , . ~ :,; , ':1'" ...... j ,~ ... I . ~¡,;t~"~, ~ .,.r koi·, , ~..·';'í"{'~' ,', . .!';~" ,"'.>'. . , (' ¡r ". .;' ; ~\f4{ ~ ·~·:;i :", i J "" ..- J.. ,~ :, , ," .~., J '?·lf~'A.:::,..., . ~/, :J... I ~ I ..", """""'~ -, ~ ' . ." I \ f . . " ~ ,~. ,,\..... '. '. .0; . ~. . " " ,I ..,~~., ,.' '1" ~. .. ' ....\ ::1' .. . 'J'" " 'þ. I.,... .... ~ ~. ,Ill: .,..'" .. 'I.' .. 1'1\0 ~:': ..: I. f'I ~ .' ,. U· ¡ \ ,. I' · {.. . . ~ : ~~,' . , '" ~... _~ . ¡' , . . I .. N- ,~:' I" -. ~,.I-, I, " ,. . ~. ~ "', ,~ " '" t ..., ' ¡, ." ". /..' "~h ,,' '~-,. .:' . ,', . '''¿' ,,""'I ~:\ ~.' '~ i"" ..~p:,,:.,e,.t;.~":~"""'-' , '. "'-,'~!J¡'rI',-"'jJ'''' .",.Il . "'11<'«<" ~., 'ò..:.. .{' . '#Ij""~ ~ .~,~.....,1'~:~' · , ,\ . ,J- ¡..~.~~...!'r¡" ' "~ . .{,J'\...,r'~ . - , r . ,"', \' , , . ' '" '. <>....:2' ." · . '.' ,.".,"' ."'1,,., ,>~~"!:'~!bl~ It.,¡", -I ~\. ~·l'i¡i... "', .. ~, . IIf'" J, :¿' i ' . · r , .~ ". ;M' -. . ," '. f I , ,1 "~" Co . .t !:p, , ' : / " .;;'- ...~ r' , " ' ., r I ,,,,." t. . . ... ," ,.. '. ...~~.. þ ,'j, ., I ¡J' ., ,"'... r I "'- ",.' ' . ,.' . ;.# ¡" .t,,' I.,. ."""''''' " . '. . ~,..,..,., ';(I,h'ir:': 'v.-' ì '0,' ". .... ",' ",' M,..', ~,. ..., , ' . " ~, ~, .~. .J./ .." ~. . 1"",:1 ;_~~,. 1 '\"'f .' . r ,,~.' '..¡ b, r¥,,··,·t ~, ~-' ," ~ " , .:\ ':,' :, l':--, , ¡ , .. '.4f......" C .,,1 . '\~ t," ~. I' ." ~ ," "','. ,. H . . . " ....,:, r"'\, > ' ,,~' ~\..,, . dr- ,: ;"., . """ ":' ,A !, '!.I~{'; ¡J ,~~. l, .' ~ " ...,_.._, _,___ . \.1 .' ';'~r'~'J(--'- ....""-"'" . ,..~. . , '. r ," - Ii- I', 't., Z I '-'1 ,,~ ,I" i f ~ ['1 . ,. ') r, . . / ' : ~ , ! , .. \ (.~ , 1 . ~:8'i>. ..-;':"'~;", J,t~< r- 'I' ..... .. \ ,,;.;~~:.. ' . . . ~ 'I . , . , .~':1:'.,.f7!Jl'!I:¡..·.~-,,! - .. 1 '- , ..., u ,', ,~ ' .... -- ~~............ _............-.----. "" "., _ .~.:, ,,' ~......,..:_·t-:..w .~-. H'· . ~..., . "'1'" .. ." . ,~, _.... ..' , :.............. _ ... ~' ~:...- :0:-.-:;:" .'; ... I"r.>"'...."!;=-~fi\ ;:{i"!';';>;~=~~:" ·I'~.'=-. ",. ""-_ ~_:.." .'. :.'L,':'~:.f:i~··?i~"\:~~·,:;:,:,. ~~. '-~-<;. . .~:, :,:;.~~,. ,~.;,..<-:,. , ." '~:"". .,..., , "'"1'1.''''',...,,''' . < .. ,,' "~.~i "" I . , " . ."n . I . ' ' '. - "",',. ,I ':: '-," I ~ /~..... , .:J '" HI I . ~ ' . . , ~.' __"-<, : :. ".' ".1. . ,<..», ~"\\.. ", '.' "yi"¡þt> ; 'j, I· £"'.... // . t" ./ / \ f ~,. " ,J!. . / '}'" 41' /'.' ~ '. ~;;;, ' ::." ~A(i' .'~ " )V '.' 1;., ...: ,? ...¡" J ~~ ~ _' ~~'f i~'? . ,'.' - /. ...,.~ '\ . ,,:' . 'f, \ "', ~'.. ~ . ,,1"/' .', ~'~ ., ,'fl .'~ [¡~ ' ",Ì;.:.-. I· f1{ ". ' . ....'-..... ",' "j" ~. ' ,¡ l.... ,..;.:.. . .: ~~'" I ."'~ ' , I' .' t \ '\ ~ .~~ ~:~.~ .~. B" 1T.1"~ f'~' ,''';;-, . ,>.....,.¥~~'~~j ... '~.~~ ..' \ c.:'¡;: ;:t: <: .::' " ,_ '. ' .i " .. . ,¡.~~, ,.:" ''¡'..' ,,;., . l,~',~"; . ,ò ""\. t^ " , ~ .' \1 . 'I.' /Ci .' . t ;.'\~ ~ ',' /)/" . ,", . <if ' , ./~,' , (" ~ .»' '//'-~'" ~. ,: i 7~t',,4 . " /> ~ ' , ,J' .... .~". L·: P¡:..~ 1\, ;¡. " .f),~ "" #'. "...... f'(~t~;l r'~t0· i " .,.. ~'~::\ .~r ,...) , \' ' .-\ti\ l \\',:\,: ..~\Y- '\ '.'.. ' , \ ,) \ 1.",\ .~.. ,_ " t;.- · .".\., ': \" p" '~\. .,~ '. ~ ·--1 r.:,n. q"'. , . \ ' .\. ~ .;->'.... i'( , " v' ~.." .,! 1\'Y~" -. , . < , ..1 Ii'; 'l¡- , .' " . ,. ' " ,. ,.;',.:110 '" ';; ..". " ", V ,..rOo,. '," .," ' ~ ~" ',' ), ' ìJ .. . i . ," 'Ii " . ." ' ;' ¡¡. I . ~ ""'~ , ... P.,. ,;.', ..' .: .1.J11",·j ..; _.. ! ~ , 1'_ ~ ' r.' I. " ~ :;;: .. i . .. l"'...;.' , ., ,I \ .~f \,·1 '" , ," ::'~ "".. '.' . ~ "' ,.. " " ) '.' ' .; ".'" .11 , .f I ,.~,,;; \ . - , ,,'" ' ï~ : ,,/'" /id, ~ ~ . - I / . ~:r _ " t;G:: I ''fir " . . .," :, ,~'~' ,,.- _ t . ,-If ~.... "," L:I ,~' 1 ~ . '~.'...~, /,," ",,\. " ,~Iô.:'~T'.~'. ì . . &a, ·.);;X¡ ~2] ~r ~ ':~/ ." I ~N,~ ¡ ~\ , ;$f.~,'J. <>. \ ~-_:: ' , .,J' ,-' l1li1 ;: '\:~" i " '" I' I, , " .., Ii. .tt..;.. ' .',"1' i ". . "'_~"i.. '. ' .' '. . "f. )',1> I..... 1·- __ .'\i¡J:'" "4- ¡",. ';:-,:': ",', , . '.;"'"'.-, _ . 'of','''' . .... ,\, 1 " t ' ':.:'f .:~.,}i Â. .~f 1 __" / ..:" ""t~; . .~,~~~,"''''",,,,.J...,; ì ¡;,dl 'WI!.~.-- I. -" r'"' "',':/~"""¡""" i~ \)', J ~ 'n ;" " '¡"f[" ......"¡. ¡" rL ':,. ~; I! ~'1' . :I"f' '. n:;'.l' I. 0 ,,¡¡.¡;;¡;- . i,/ _", 1,- r:: Jo....."-r""'".",... -J.'" ,A.'>f ". ,'ii'" .r~ ,~~ .;.%(I,r "f>¡f,. ,..,,..,._ ....,. I ....". 1 .. .' ,'~, .,. ".' "" 'r/ 1···· '. .i, t~ ' rr . I I .1, ';'1 ",.;"J¡¡, '-. . 'ì. ". ..- : , .', I. F.' '. '~/lt'. .,' ..'~ " .!- ¡ " 'I,., :"" .? ¡~.' ,r ' ,. , '~, ill ...'.'. 'I:' ,.:. - \1 . :,.,..11' , I;j &. _ .~~ ' í"" " . 'í,"( '," . '''''.' ". ' I , . ,\. t\ Ii' . .'" ' ,{ ,"" ",.{ " '0'" ' .\;.. !il'Jt' ,,. ,,¡ , . '" ' . ,/ "". . '. " ....' . '. I'" y.. ¡,' . ,'~,:~' 0.... ~ "r ;"I~'~. J .,~~ {'. '~ :' \' ;.t' 1~,\ il.i.L.:i ',,' ..,';;" ", ,:, .", < .\ ",~ , ' " ) r- ,""~ " .. i,¡ , <' " " . ' .. Ü , i't"..... '1-",' Jo.'.'.,.", ,,\ I .(..,~~,. . I ",' , ,', "'10 \. ,', '''.~, \< . .. ., \'1~t '" ,'¡,.;;; '" \ ' ' I, "'0; .'~ i, I ,,,~!.,,. ~ " /' ,\ ' '\.' " ,,' '.... "C",;.. .... . ." .",,::, \ < : ',' , , ." ' I t:::.!I! I ,,,,..t' , "'. ". "'1 \\ .....-,j".....(. , . ," II '..- ;. .,''''' ,., . .' ";">-~' , '-",,", ..7;, ".~' k." ", '" ',' - ,P . ' """";,,,, '.... ~:. h....J . \\, ' ' . :~....". ' . I ;'F.( I'~ r......, ": < '; ..;,&'O ~ \:':-\' ~ " ¡, {.to ~.,....;J,.... . ' '. \ · ' .' If"""'" ,.,;~ 'I, , "' . ¡ .' . . '. ...,r¡';....... " ." . · , " ,,", ..,' .:":",..À, .' ," ( \,.\.' ~'I, . q ~ ~.,., ,.. , ',.,' '. 'I... ,~ . OJ' , " , ,. . ~ r " ~,. t':.!· - "'."\.,' , f I~ Î" ¡:J.;I" .¡>. ,_ ,,,i, "'\..< :. :'" .' " ..,'" . .,.', ..,,. (, r I . .... ''\ - J.' '" " ~ .,', . \,.. " .. ...., I, ¡.. :"...; .d,'.",.. ~. ~ " '" '.,', ," _~, I.. /....\.. "C,'.r.: ¡....... lil '''''¡- 1'1 ~ " " ..... .-¡ ,....J ,/"1."-' ....' iil- ,... ,j 'Iv'. ...; I \ .\/ ,,' . " ,.' I I' ";':~ \' .. '. " 1" 'J ) " , I ,... ", ,¡,,,... " .._" I. . Ia.l'" 'r ~'.., '. 'j ,'" . ~ ' ¡', ~ " "I ¡!$ ':,' " , . ,I .. " -' - f' I .: I I . ~..... ' .. .. ',' .. .... \'.. :..~I ~ .. "\ ~" - .- MEMORANDUM TO: MAYOR AND CITY COMMISSIONERS ~. 1 FROM: CITY MANAGERiifG SUBJECT: AGENDA ITEM # c2 - WORKSHOP MEETING OF 9/1/92 SILVER TERRACE SUBDIVISION DATE: August 31, 1992 Attached is a map of Silver Terrace subdivision which indicates contemplated improvements, including water, sewer and proposed street paving. In view of the possible redevelopment of the Silver Terrace area, Commissioner Andrews requested further discussion as to the extent of improvements to be made at this time. . - r--- - FIGURE 6 N INTO. EXISllNG ,~ 6 WATER. ~' , ," ! 7 C"' I I '\ \ 12 30 , : \ !!- i 1t\1' I 6"'/ " ~\ "'( ì-............. 11 8 6, ¡ 29 ..IiI' E'flC"I.')" ,,::" 6"\' ¡ 6'1......... : /,-L",",I"'~'" , 1ò"'---... 9 . 28 I ! T¡:- " . TI''' ------- n___ -"'4,L~- -_--t-~T..L , ·-'1....---- Lr-,.r__------ -,~,_KŒt'¡R II'. /..,... '7 --;"'1 !LMr- ----i>"'1 0 ----:" 1"../ .... . '-- ' ! 1 // }"¡ r -' "I G If 6"'/ . 6 5 4 2 / 10 ." 10 . 24 25 1 : 7 / /7' :2 ~I f",,: ./ >1 r, :5 r,/ 9.w 9 0::1' ~) " -T: ::,¡:- F'¡::LL", '/ I > OJ 2 I, '-'._ 1._ , VERiF:EC --------' ,,/ 4 8 ~ 8 0 I 23 3 I ,'T,- ~ g' T,I:: L, I'~ 7 a::: 7 22 ' ;: 1 C" TI ¡d '"' ~ J ., 1\..! ('; -'" ~ « I i ::>: .. 2' a: / I ' 14 /' 5 r 5 I 5 ! g 54:5 2 l' <10 / 1~20 <"I 4 / i 4 <3 [~ ..'" _..j II / 8 / >: > 19 ,8 ~ ~ ~ .,. /3 30.. V ; -.J - ~ I OJ ::> 18 7 :? -;:" "'" >-= 2 2 I ,~ : ~ I:<:{ 8 £D 17 î ,~ I 1 1 ^ ¡n. 8 6" ~ 20 21 22 " ~ ./ ,\.... ~ '0 18 , , ~ " f X"'" ~...311$~...SP')lll.C~...- IlL 9 tXIST¡Î,r,2.4 ~ 'f" '':''-~ ~ 0-......,. "-.... '~...... A" 'S .. ':iJT1:kCEPTGR :- ____________-.:---:-~ ~ I 5 'MLSON AVENUE '\ 14 ~ EGEND: ~ -- , .. 0.. I L . 4( &, 4 6 7 9 10 <-! g I ~ 13 PROPOSED 8- WATER b 4:5 2 1 .:5 \,1 12 -^_ PROPOSED F.H. -oJ 0 ¡ ~ 0.. ;;;, 2 i ---M-- PROPOSED GATE VALVE .!- ¡ I 15 4 13 12 11 g! 11 c¡' 45 46 !-J^ 1 ^ "'ì -- EXISTING WATER ;:: V 'ð 10 _ j\-.i _ ISOLATION VALVE ~ ....Vi ~'Lo-& P:;,!C. __ ~5' v8'>Œ', .:- I :8 .11": "',' -' ~ ..:..-~~ : <39 y- EXISTINGF,H, "" \ . , r CENTRAl AVENUE ò¡ ~ - 0 PROPOSED MANHOLE ~ cj 5 ~! 8 ~ ::>; 8 7 8 9 10 11 ! '00 - PROPOSED SEWER ~ ,0.. 4 . ... 7 r--) PROPOSED LATERAL 7 1OJ! 3 ~¡ o I_ N ~ I ! ~ ~\- ~ ~ ,Y ~, I.J.. ~ 2 17 16 15 14 13 2 ~ ~-- ~ ~ à X Þ 1 ^::?; ~- co ¡..::, Q -y;... C>;zj N- .'. :s:- ' II" 400' '\ 8' p, V,C, - ~ /-:/" ~' h'" I COLLI~. A VENUE , ~/~/ , I ò \ ---- u__ EXISTING SEWER ..... \ '--- 0 EXISTING MANHOLE d. TI£: INTO EXISTING ~ ' , I t), I 6 WATER. - EXISTING FORCE MAIN P~C5E:D r þ.V I r-J 200 WO 0 200' IlAzlNANDSImJt 1· 200' O· I.r ~ - ~ I.'fin._.'" .......... . .......... - - - -- 6)~ CITY of DELRAY BEACH ~ FORMER ENCLAVE AREA IMPROVEMENTS ENVIRONMENTAL SERVICES DEPARTMENT SILVER TERRACE 434 soum SIefRJN A\IÐAÆ, DnRAY IIEAQf, flOlllOA 33444 . FIGURE 6 7 ;...'1 12 3D en\, <:/ I "-\. EXISTING 38- INTERCEPTOR Y ~~"\./ ~71 ! e", -' o . 10 24 25 7 6 5 4 2 10 ',/" , - , , 9 I tu TO BE FIELD > VERIFIED <{ 8 23 I ~ 3 TIE INTO 0::: 7 22 , EXISTING MANHOLE _./ « CL 4 21 5 5 a 20 5 4 3 2 1 0::: --~-~ 4 ø > 19 ø 3 ... .. ... r_" ~ 2 ¡ 8 I)" & 20 21 22 .. 9 EXISTING 24- I 15 INTERCEPTOR S - 14 10 0 LEGEND: æ --, -.---.----- .. 4 6 7 9 ~ 10 13 41 ---- PROPOSED 8- WATER (,) 4 3 2 1 3 12 -<?-- PROPOSED F,H, (þ ... - -þ(r- - PROPOSED GATE VALVE 0 2 ~ 15 4 13 11 .. EXISTING WATER .,I. 45 46 ~ 10 ISOLATION VALVE t"'<t· ~ ^ . EXISTING F.H, )( ... , .. - ~ 0 PROPOSED MANHOLE ~ 6 7 8 9 10 11 - _"_ n___ PROPOSED SEWER 41 4 PROPOSED LATERAL ~ ,l, ø 3 ... . ^ ... .. 2 .. 17 16 15 14 I ... ..... .. ~ ... ..... .. ø 0 ( -- EXISTING SEWER 0 EXISTING MANHOLE - --- --- - EXISTING FORCE MAIN A2.0P05E:O PÞ-" ING.. IlAZlNAND s.œ 200' I I."....nl.. ..,.."," . .....1.... ~ CITY of DELRAY BEACH ~ FORMER ENCLAVE AREA IMPROVEMENTS ENVIRONMENTAL SERVICES DEPARTMENT SILVER TERRACE 4J4 SOU1H SlllNTON A\OU£. OElAAY BEAQi. f\.OIUDA 33444 - " [ITY DF DELHAY BEA[H 100 N.W. 1st AVENUE . DELRAY BEACH, FLORIDA 33444 . 407/243- 7000 MEMORANDUM TO: David T. Harden, City Manager FROM: ~Robert A. Barcinski, Assistant City Manager/ Administrative Services SUBJECT: WORKSHOP ITEM # CITY COMMISSION WORKSHOP, 9/01/92 GOLF COURSE BUDGET/RATES/CAPITAL IMPROVEMENTS DATE: August 27, 1992 GENERAL The primary issues affecting the golf course budget for FY '92-'93 are decisions on the rate structure, the capital improvement budget, and policy changes. A decision on pre-paid permit holder rates is needed so that we can send out renewal notices in time. A decision on cart path improvements is needed so that this project can be bid and awarded in time to complete construction prior to the season, i.e. , December. RATES Attached is a copy of proposed and City Manager recommended rates for the golf course and a comparison of existing rates of other municipal golf courses. Staff concurs with all rate increases, except the proposed increases for resident pre-paid permits. We recommend these rates do not change. The average increase proposed for cart and green fees is $1.00, of which $.47 will be put into a capital improvement fund. This $.47 charge would also apply to walkers. Minimum increases are also proposed for bag storage, lockers, club rental, etc. CAPITAL IMPROVEMENT PROGRAM Attached is a copy of the revised capital improvement program. The primary change in this proposal is to complete all cart path improvements in one fiscal year and to install wall-to-wall cart paths, i.e. , tee to green on all holes. Although I concur with completing all work in one fiscal year, I have a philosophical difference of opinion regarding the need for wall-to-wall cart paths on all holes; do not agree with locating paths in front of greens across fairways, or duplicating cart paths around greens. Attached are copies of Mr. Dubin's memo on this item, my memo, and a copy of a diagram showing the proposed cart path locations. Direction is needed. WS ¡=SA THE EFFORT ALWAYS MATTERS . WORKSHOP ITEM # GOLF COURSE BUDGET/RATES/CAPITAL IMPROVEMENTS Page 2 POLICY CHANGES The following policy changes are being proposed by the course manager: 1. ~ Eliminate use of computerized tee time reservation system. Continue use of manual call-in system. 2.y All City residents, not just permit holders, can call-in three days in advance for a tee time. 3. Two tee times per hour will be reserved for two day (48 hrs . ) advanced call-in for tee times. Permit holders and non-residents will be allowed to call-in at this time. 4. Reduce playing time for a round of golf through added signage and an improved course ranger program (Ranger will be required to keep track of play and direct golfers to speed up play when they are slow.) 5. Levy the capital improvement fund charge of $.47 per round on walkers as well as those golfers who utilize golf carts. This is a new charge. 6 . Become more aggressive in developing and booking golf tournaments, i.e. , for fund raisers, civic clubs, etc. This is a community service we feel needs to be provided even though tournaments reserve the course, thus excluding other golfers for that part of the day. 7 . Become more aggressive in booking/reserving the use of the restaurant for parties, banquets, wedding receptions, and tournaments. Daytime booking will also be pursued on a limited basis. I concur with all recommended policy changes. RAB : kgw Attachments . -a -a -a QI QI QI VI VI -a 0 0 C Q. a. QI 0 0 E S- S- E CI... CI... 0 D U VI VI W 0000 QI « « D 0001..0 c:: = = :z w 1..0 1..0 0 f'-- I- :::E 0'> V 0'> 00 :z :::E f'-- N 1..0 0'> W j 0 r-1 r-1 r-1 D ~ r-1 f'--IN 0010 f'-- N f'--I~ ~IO u ...... V r-1 V 0 0'> 0 M 0'> V f'-- N 0 W -1fT (/) · . . . . . · . . . . . c:: W 0'> M M r-1 1..0 ~M Or-1N c:: N M M r-1 N N I :z 0 :z ~ ~ N '100 NIO o ~ 'IV ~IO 0'> r-1 0 0 0'> 0 0'> V 0 M r-1 1..0 · . I . . . · . I . . . ',... OOM Nr-1~ 1..0 M 0'> r-1 0 X N M M r-1 r-1 N W D 0000 W 1..01..001..0 (/) 0 V r-1 0 f'-- -a -a CI... f'-- 1..0 0'> 00 -a QI QI 0 00 M 1..0 0'> QI VI VI c:: r-1 r-1 r-1 -a 0 0 CI... C Q. a. -1fT QI 0 0 E S- S- « E CI... CI... 0 I- U VI VI :z (/) OJ « « w w ex: = = :::E I- ::t: ~ U I- « :z j I- w I- D ~ N f'--IM f'--IO f'-- r-1 f'--ILO 1..0 10 « ...... V ~ V 1..0 V 0 M M V r-1 00 0 (/) · . . . . . · . . . . . W 0'> V V r-t ~ ~ f'-- V 1..0 c:: r-1 N N r-1 r-1 (!) 0000 :z 0000 ...... I- 1..0 1..0 V 1..0 (/) 0'> V 00 1..0 ~ N '100 NIO o r-t 'Ir-t 0'>10 ...... f'-- N V 00 ~ 0'> ~ 0 1..0 V 0 O'>MONf'--O X r-1 r-t r-t · . I ' , , · . I . . . W OO~ Mr-tLO 1..0 f'-- M V -1fT r-t N N r-1 r-1 .,... M X 0'> W 0'> -a -a r-t C C ::J ::J VlVILL LL VI r-t QI OJ VI VI QI QI~ M ...- ...- .¡J QlQI.¡J .¡J ...- ...- o 0 C ...-...-C <0 0).,... .s:::. .s:::..s:::.QI o 0 QI c:: C E U E .s:::..s:::.E QI ~ ,,... <0 S- OOOOQl QI .¡J r- .-- (/) LL. VI <0 r-t r-i > 0'> 0'> > ,,... 0).,... QI :::E 0 0 E CE.¡J.¡J .¡J I I S- I I S- S- .,... <0 C C <0 I a. Q. QI (/)LLQIQI c:: VI E VIE CI... -a -a r-t VI OJ""" VI OJ...... .¡J .¡J.,....,... -a OJ OJ QI QI -a CCVIVI QI QlLL...- QI LL ...- .,... QI QI QI QI VI S- LL <0 LL <0 <0 -a -a c:: c:: 0 <0 C.¡J c.¡J ËI -r- .,.... I I ::J ËI .¡J QI'"" .¡J QI'"" QI VlVICC 0 C S- QlQ. X S-QlQ. X S- QlQIOO S- <0 <0 S- <0 <0 <0 S- <0 <0 CI... c:: c:: :z :z CI... 'J U(!)U I- U(!)U l- . "'0 "'0 "'0 "'0 "'0 QI QI "'0 QI QI QI VI VI QI VI VI "'0 0 0 "'0 0 0 I:: 0- 0- I:: 0- 0- QI 0 0 QI 0 0 E '- '- E '- '- E 0- 0- E 0- 0- 0 0 u VI VI U VI VI QI « « QI « « a: = = a: = = l- I- :z: :z: w j w j 0 ~ N ~IM ~IO ~M~I~MIO 0 ~ m ~I~ mlO N M ~IN 0010 ...... ~N~~OOO MO~OO~O ...... ~~~~m~ ~~~M\.OO VI · .. .. .. .. .. .. .. .. .. .. .. VI .. .. .. .. .. .. .. .. .. .. .. .. w m~ ~~M \.ON OO~O W ~OO \.0 ~ ~\.O ~ N a: N M M ~ ~ N a: ~ ~ ~ ~ I I :z: :z: 0 0 :z: :z: ~ \.0 \.0 iN 0010 o N iN 0010 ~ ~~ iO~I~ ~ \.0 i~ ~I~ m~o~~~ moomoo M~ooom~ NMO\.O\.ON · . I . . . . . J . . . , . I . . . . . I . . . '... 000 m~~ ~N ~~m .... ~oo ~ \.0 ~\.O 0 ~ X N N M ~ ~ ~ x ~ ~ ~ ~ w W "'0 "'0 "'0 "'0 "'0 QI QI "'0 QI QI QI VI VI QI VI VI "'0 0 0 "'0 0 0 I:: 0- 0- I:: 0- Q.. QI 0 0 QI 0 0 E '- '- E '- '- E 0- 0- E 0- 0- 0 0 u VI VI U VI VI QI « « QI « « a: = = a: = = l- I- :z: j :z: j w ~ 0 ~I~ mlo ~ ~ ~Ioo Nlo w ~ ~ ~Im \.OI~ 0 ~N~~M~ MOO~\.OOO~ 0 ~M~MOON N ~ ~IM ~Io ...... .. .. .. .. .. .. .. .. .. .. .. .. ...... .. .. .. .. .. .. ~N~~~O VI mM M~~ \.0 \.0 M od- VI ~\.O od- ~ .. .. .. .. .. .. w ~ N N ~ ~ w ~ ~ ~~ m 0 a: cr:. ~ N m m ~ \.0 ~ i~ Mlo o ~ iod- \.010 ~ M ioo Nlo ~~ Im~lo ~ mNO~M~ mooo~~~ ~ MMO\.OOO~ NNO~~O '- · . I ' , , . . I . . . , . I . , . , ,I . , , QI OOM N~M ~\.O N M ~\.O M ~ ~~ 00 m ..Q ~ N N ~ ~ ~ ~ E '... '... QI X X U W W QI "'0 "'0 M "'0 "'0 0 I:: I:: m I:: I:: ::J ::J m ::J ::J VlVILL LL ~ VlVILL LL '- QI QI VI VI QI QI VI VI QI r- r- .µ QlQI'µ r- r- .µ QlQI'µ ..Q 001:: r- r- I:: ~ 001:: r- r- I:: E ..c..c QI o 0 QI M ..c..cQl o 0 QI QI E ..c..cE E ..c..cE > OOOOQl QI '- OOOOQl QI 0 ~~ > mm> Q) ~~ > mm> :z: 0 0 ..Q 0 0 I I '- I I '- 0 I I '- I I '- 0- 0- +> Q.. 0- VI E VI E u VI E VIE VlQI...... VlQ)...... 0 VlQI...... VlQI...... QI QI Q)Q) QlQ) Q) QI Q)LLr- QI LL .- I QlLL.- QI LL .- LL <0 LL <0 LL <0 LL <0 I::'µ I::+> ~ c:+> c:+> ËI .µ QI.... .µ QI.... ËI .µ Q).... +> QI,... '-QlQ.. X '-QlO- X '-QlQ.. X '-Q)O- X <0 '- <0 <0 <0 '- <0 <0 <0 <0 '- <0 <0 <0 '- <0 <0 « U (!H.J I- u<!Ju I- :E: u<!JU I- u<!Ju I- '. CC:, DTH, Bec,ky 0' Connor 6/31q~ IÚJ./-rr ~ . -d31 þ¡z. P -. ~ GOLF COURSE SURVEY MEMBERSHIP FEES .f:..K:J ~ í / IV G, P ¡:,E ':1 RESIDENT NON-RESIDENT " I SINGLE FAtlILY SINGLE FAMILY DELRAY BEACH GOLF CLUB ok 795.00 1245.00 1484.00 1855.00 18H - CAP. 400(þ-r:/s-n,J6-RlFTifs) BOCA RATON C.C. 662.50 1007.00 964.60 1462.80 18H CHAMP. / 9H EXEC. CAP. 400 WEST PALM BEACH C.C. 508.80 1017.60 699.60 1399.20 18H - CAP. 900 \ CITY 1ST THEN COUNTY SOUTHWIND G.C. NO MEMBERS 18H N/A N/A N/A N/A BOYNTON BEACH G.C. 704.90 Il/oo,) 'ð~ rJ IFf ,J!A 18H CHAMP. / 9H EXEC. CAP. 800 CITY THEN COUNTY POMPANO BEACH G.C. 466.40 604.20 1000.00 1500.00 36H - CAP. NONE LAKE WORTH G.C. N/A N/A N/A N/A NO MEMBERS ~ NO. PALM BEACH C.C. 761.25 1318,.00 1172.00 2061.00 NO CAP. '. ~ " r-, ~, r-/",-- --- ,'--,-~.-~.........,-~. ·.-.--___--~__ - .~ - ,¡ \ . '. " . . '9¢ r', GOLF .I IN ,SEASON RATES: It RESIDENT NON -RES IDENT,c" -....,....-:!.< .\ i:. ",:' ,,:,. GREEN/CART ,', ,-, ¡ f ",' I DEL~tJl;~;~~J C. 25.00. 34.00 ' :(>:..' « ø ;.q'9 p- cu;t- : (~. 9'~' .'e- ~", '.,,' '",...: -." '~;"J.:,~ .~\,:,¡;:::", BOCA RATON G.C. ,24.00 32"!33 '. ~, " , (8. 64'7~art>,or1 (1~.81 cart,> , J .,,' ......... " ;' I' ..~ ,_: . i i:''': '. ',: .'" . W. PALM BEACH C.C. 28.62/30.06 32.86/36.04,i. , " . . , ( 9 . 0 o cart ) (9 ~ OOcaz:t ~,"L' ,',:\'.;' .' , ..' ' '. ~;,:. :~. '. . f \ SOUTHWIND C.C. . 27.03 27 03 . ,t::',;; N/A . . . 1- (N/A cart). . (N/A cart) .;: li' ¡, " .~ i. BOYNTON BEACH G.C. 27.00 27.00 .50 ' (9.00 cart) (9.00 cart) , CAP. IMP. CHARGE ;. " .. .. ~\ POMPANO BEACH G.C. 32.80 32.80 4,.25 - -,- 'f ' : 'I¡ TRAIL FEE ; , , \ , (8.00: cart) (8.00 cart)' \~..J; . '-. ..,.. , \', N/A LAKE WORTH G.C. '~ 24.60 35.60 !' "'\ (N/A cart) (N/A cart) NO.PALM BEACH C.C. 18.02 31.80 0 ( 9 . 00, 'cart) (9.00 cart) " . " " . ; ~-~: '/ . . '::, ,'I., .' ¡.!" ,. , , .. ., . .j; . , '~i . ;' i) , , . .,. , ' ,', , ',. -j , ' , ' .' . ..._. ., r~ -", ....... '- , ç;?~f~(?~;¡f ¡: 3.~;·~"?¿·t~F::~:~~ . - . - . - . .._~ - ~. ~ '. - . " -~, -. ~ ,.." - .-'. ,- '''-, ~"... - -. - . -:t l ~ l \0(2., ~:/ GOLF COURSE SURVEY ,.;, OFF SEASON RATES: I, ..... RESIDENT NON-RESIDENT PERMIT , ' GREEN/CART GREEN/CART WALKER DELRAY BEACH G.C. 14.50 16.75 0 . C7,~~) (~',~5 C!.ðA) '. BOCA RATON G.C. 13.67 18.02 0 (5.72 cart) (7.16 cart) W. PALM BEACH C.C. 16 '.'96/19.08 20.14/24.38 0 (9.00 cart) (9.00 cart) \ SOUTHWIND C.C. 16.43 16.43 N/A (N/A cart) (N/A cart) ," '. \' I' " ", ''', ',~ . .....,.. ,', ... .... BOYNTON BEACH C.C. 15.00 15.00 .50 (6.50 cart) (6.50 cart) . , POMPANO BEAC~ G.C. 18,55 18.55 4.25 , (7.00 cart) (7.00 cart) I .: , . "" " LAKE WORTH G.C. ' 13.78 18.02 N/A (N/A cart) (N/A cart) NO. PALM BEACH C.C.' 13.78 19.08 0 (9,00 cart) (9.00 cart) ~ , . , '. ., " I :;.~?;-:r ¡__~;~..~ ;;~;0 -::-~.;;:~;;,,:i.~:~- . --- - - ~ . ~ -" - - .. ~ ~- . .., . .. --, -.-. . . £IT' 'DF DELRA' BEA[H 100 N.W. 1st AVENUE . DELRAY BEACH, FLORIDA 33444 . 407/243· 7000 MEMORANDUM TO: David T. Harden, City Manager FROM: ~bert A. Barcinski, Assistant City Manager/ Administrative Services SUBJECT: MUNICIPAL GOLF COURSE DATE: August 7, 1992 GOLF COURSE BUDGET FY '92-'93 Mr. Dubin will be on vacation from August 13th until the 26th and has asked that public budget discussions on the golf course be held when he returns. He also requested that he be able to meet with you and each Commissioner individually before he leaves to review the budget, business plans, and proposed rate increases. I told him that I did not think he should meet with Commissioners until he talks with you. Based on our brief discussion yesterday, I am informing Mr. Dubin that you do not concur with the proposed rate increases for annual permit holders and will propose these stay at the same rate, but may consider a slight increase in the family rate. I am presuming that the proposed increases for daily green fees, cart fees, and other items are okay. Based on the above, I will ask Becky O'Connor to reduce the prepaid annual permit revenue account (347.85 Prepaid Green Fees) by $40,000 and adjust account #445-4711-572-99.01 Project Reserve (expense) by $40,000 to balance the budget. PROPOSED CAPITAL IMPROVEMENT/CART PATHS I met with Mr. Dubin and his staff on Monday and reviewed the proposal to install wall-to-wall (tee to green) cart paths on every hole. Mr. Dubin is in a hurry to get a final decision on this item because he wants to be able to install the cart paths in October/November of this year prior to season. We will have to prepare specifications and bid out this contract, unless I can find an existing contract we can piggyback. I still philosophically disagree with installing wall-to-wall cart paths on every hole. I reviewed the sketch plan and also have a problem with cart paths crossing fairways, in front of greens. THE EFFORT ALWAYS MATTERS . " . MUNICIPAL GOLF COURSE Page 2 My objections are based on aesthetic value, cost versus benefit, and actual need. I feel wall-to-wall cart paths will adversly affect the beauty of the course. I do agree that if we are to do cart paths, rather than split the work into two fiscal years, we should do all the work in one year. Mr. Dubin presents arguments in the attached letter for his position. I would like to offer the following input: 1. Wall-to-Wall cart paths were not recommended in the Master Plan. 2. Course closing has been minimal due to good weather. The course, with all the play it gets, occasionally needs a day of rest. 3. If you intend to enforce course rules and require golfers to stay on cart paths, then you will actually slow play down and lose income. Mr. Dubin has stated he would only enforce this rule occasionally. My question is why not just rope off certain areas, at minimal cost, on these rare occassions, versus putting in the cart paths. 4. Consistency of course rule enforcement is not so much a factor of cart paths, but of the course rangers being out on the course and doing their job properly. 5. I will concede that some improvement in course wear will be realized if cart paths are installed throughout the course. However, I think this impact is minimal and could be minimized with roping off the course occasionally and installing cart paths in the most critical areas. I concur that we should resurface all existing cart paths, add wall-to-wall cart paths on holes 4 and 12, extend cart paths on other holes, i.e. , 2, 3, 11, 14 and some others and that we should install banana-type extensions, per the master plan, on all paths. I think it is better to error on the side of less cart paths now because we can always add them later, whereas, if we add them all now, it will be difficult to correct our mistake in the future. I really think that a golf course architect and a majority of the golfers would agree with my position. However, I will totally support whatever position you take and follow your direction. RAB:kwg Attachment , . . Managed by Dubin &. Associates Inc. -- DONALD ROSS' 1923 MEMORANDUM To: Dave Harden, City Manager From: Brahm Dubin, General Manager, Municipal Golf Course Date: July 23, 1992 Re: Cart Paths As per our recent meeting, we are recommending that Delray Beach Golf Club install on or around October 1992 asphalt cart paths for the entire 18 hole golf course. At present, we have approximately 50% coverage or 12,000 linear feet. We are estimating that we can resurface the existing 12,000 feet at a cost of $2.50 per foot or $30,000. In addition we are estimating that we can instállapproximately 12,000 linear feet of new asphalt cart paths at a width ranging from 6 feet to 8 feet at a cost of $7.50 per foot or $90,000. We therefore estimate the total cost to be $120,000. Our original budget called for putting in cart paths over a two year period at a cost of $50,000 per year. The benefits of doing the project in one year are as follows: 1 . Less inconvenience to our golfers. 2. Less course closings due to wet weather. Daily revenues in season approximately $6,000 per day. 3. Overall cost savings passed on to us by Contractor. i. 4. Improved course conditions. 5. Consistency of Course Rule Enforcement. Our 1992/93 Capital Budget allows for $25,000 in landscaping, $50,000 in Golf Course Equipment, $50,000 in Cart Paths and $25,000 in Building Improvements, for a grand total of $150,000. I beliève that we have 3 options. 1. Lea1e the Golf Course Equipment and apply the cash savings to the Cart Paths. 2. Delay the proposed landscaping one year. There are probabilities of our course getting free trees from private citizens or developers in the area. 3. Use part of our Retained Earnings or anticipated future profits. Please let us know your thoughts on this matter. 2200 Highland Avenue· Delray Beach, Florida 33445 . (407) 243-7385 . . , :':t , '*i l I ~ ~ I I . ... ... .. ... ... ... .. .. ... ... ... .. .. ... .. .. . . - - - - - . . . . - - . . . - . . . . . . . . . . I : .. ... .. ... .. ... ... ¡ I I · I · " ::'oöOOOO~OOO ;:; :: ~ ..;::. -=- C' .:=- II <:) 0 00""-' i · 0- ..., 0 ..., " ..:::. 0 .:=> _::::,. u""J ""' ., , ""' <:> 11: -<> -<> <:> ~ ~ ~~i ~ " g: ""' " I ~ ~- ;, :) ~ N '" · .... · · · · · I · " " · · '¥ ~Q~ ~ :: .o.::>o.oOooo,OoOoQ.o. ~ :: · <::> 000 0"'" · .... 0 .... " <> 0000 00,,", ~¡i · .... õ - " ô ó~õ.ñ~ · 0- ~.- -<> " <:> ...., NON ~ · · ~ ~ ..... " .... - '" · ""'- :: · '" '" · ~ N ¡¡ · u, · I · · · · " · · · · · " · · " " · .... 000 ° " goooogggog~ <:> " · 0- ..... 0 ..... " ..... " · , ....0 <:> 11"_ :: <:> 0000 Co"'" U'"'.I. :: · - i g i~g~;i 0- .... .... " ~ ~ · 0- ..... ..... " - ..... .... ~ " ..... - '" ,....,... :: · Ñ 0" Ñ · ~ ..... " N !! · .... :: · · · · · · · · · · ª , " · - , <:> <:> <:> '" " g<:>"'<:>"'ggg"'g~ '" · · 0- ! :;:¡ g ..... " ..... · · , V'J. :: '" · · ..... ..4 Õ g ~~:Q:G~ i · · 0- I .... " · ¡. · 0- ! :; '" ::- !1 · · - ..... · · Ñ · ~ , '" N :: ..... · · ... , · I " · " · · " · · " · ;) " " · : :: · · " · : :1 - · ... U"'1 II ..... ~C8 <:> g......"'gggo"'gS! g · ... - .. 0- ..... :: -: :! , ~ "'. ~ Q 0..00 0"'" .., ... Q II ~ ;! g ;! i i''';~ 'ff~ ~ :;& !! - '" 0- - - '" · ~ N Ñ Ñ · " ... · " .. \,U .. : ~ II .. :::t II ... Q II : c..J :1 .. \.10.. II ... -.I II : ~ :: .... '" '" C> t:2 8'°.080:::0.000000000 ~ · " co .... ~~ g~~ :;:¡ ... ..... II ~~ ... « II .ñ" 0- ;";';0: .... 0- ... ~ II .... 0- ... - II u..I 0- ..... CD ,...., N .. ~ - .. U II ~ - ° CD .. - " c> Ñ '" ~ .. a II "" ~ .. Ii! .. .... u, · ~ " )1 · ... Q II : ~ :: .. \.10.. .. : __ o~g ~ ~gggoooooo~ ~ · : ~~ ~~ ~ ~~~~ ~ ~ .. œQ U"'1_ ~ ~o.~ ~ ~ · .. ~~ n~ - ,....,N.~ __ : a~ ~ ~ ~ - ~ ; N ~ _ N · · · · · · · · · · : 88= =~~~ ~ .. c:c .... ....aQQQoQ. : I ~~= =~~~~~~~~~~ .. ., ~ I I 1---___, : õ~= ~ =~~~~~~~~~~ · .. ,....,,....,- ~ _V'J....,U"'1~~\,U~~~U"'1 m : ¡ ~g8 ; =~~~~~¡~*~= § · : 8 Sgg =~~~~~~~~ ~ ~ : ~ ~~~ ~ ~~~~-~~~~~~ ~ · I · ..- ~ .~~-QQ=QQ=. · --~ ~._-------- ~ · : ~ · · ~ ~ i! . ~ ~ ~ ~ ! · · - · -. · - .... · . - c · I,..,¡ .. \.oJ : ~. ~ _.~ ::5.~ tntn- w~ : ~ ~ 2Z~_~~ : ~ :~=~ VI ; ~~w~-~ · ~,~~~ ~ _"">~~""~u..I · - Q l!š~ a IO~QQ «-:c~ : ~ ~:~~~ ~ ~ -~~~~~~~ : i ~!~:~ ~ = ~~--5~=~~ : ~ ~:~~W ~ ~~~_~~~~~-~ I : _ ~:~~= ~ =~~W~~ ~8~~ : ~ ~:~~= ~ ~~ ~~~I~~~~ · : ~ a: œœ'" ~ ~;;i!5!1~ ~~;;~ · · : ~ ~I~~~ ~ ~-~~~w ~_~ · · · · . . . . . - . . . . . . . . . . . . . - . . . . . . . - - . . . - - . - . - - . - . . . . . - . . - - . . . l' 24 . . , MEMORANDUM TO: MAYOR AND CITY COMMISSIONERS FROM: CITY MANAGER ti.fv'~ SUBJECT: AGENDA ITEM it \'U=/3c'" - WORKSHOP MEETING OF 9/1/92 I WATER AND SEWER RATES DATE: August 28, 1992 The attached water and sewer rate model has been modified to reflect comments received at the August 25th regular meeting. . . ~ -- ---- CITY OF DRLRAY BRACH WATER AND SEWER RATE STUDY COMPARISON-WATER/SEWER BILLING RESIDENTIAL AND COMMERCIAL/INSIDE CITY 08/26/92 RESIDENTIAL GALLONS PRESENT PROPOSED PERCENT BILLED BILL BILL INCREASE ************************************************************************** * 4,000 $30.71 $31. 47 2.47% * * 7,000 38.15 40.08 5,06% * * 10,000 45.59 48.69 6.80% * * 15, 000- 53.43 57.70 7.99% * * 20,000 58.23 63.15 8.45% * * 25,000 63.03 68.60 8.84% * * . * COMMERCIAL ~ * .' GALLONS PRESENT PROPOSED , PERCENT * BILLED BILL BILL INCREASE * ************************************************************************** * 4,000 $30.11 $31. 41 2.47% * * 7,·000 38.15 40.08 5.06% * * 10,000 45.59 48.69 6.80% * * 15,000 57.99 63.04 8.71% * * 20,000 70.39 77.39 9.94% * * 25,000 82.79 91. 74 10.81% * Note: Se~er commodity charge is capped at 12,000 for residential customers Rates vary my meter size for commercial customers · CITY OF DEL RAY BEACH WATER AND SEWER RATE STUDY COMPARISON-WATER/SEWER BILLING RESIDENTIAL AND COMMERCIAL/INSIDE CITY 08/26/92 RESIDENTIAL GALLONS PRESENT PROPOSED PERCENT BILLED BILL BILL INCREASE ************************************************************************** * 4,000 $30.71 $31. 47 2.47% * * 7,000 38.15 40.08 5.06% * * 10,000 45.59 48.69 6.80% * * 15,OOC} 53.43 57.70 7.99% * * 20,000 58.23 63.15 8.45% * * 25,000 63.03 68.60 8.84% * * * COMMERCIAL - * GALLONS PRESENT PROPOSED I PERCENT * BILLED BILL BILL INCREASE * ************************************************************************** * 4.000 $30.71 $31. 47 2.47% * * 7.·000 38.15 40.08 5.06% * * 10.000 45.59 48.69 6.80% * * 15.000 57.99 63.04 8.71% * * 20.000 70.39 77.39 9.94% * * 25,000 82.79 91. 74 10.81% * Note: Sewer commodity charge is capped at 12.000 for residential customers Rates vary »y meter size for commercial customers ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ - - - .... - - - .... .... - -- .... ... ... .... - .... .... - - .... - - - .... - .... - - - - en N - ... .... >- .... I I"') I"')I"')....Moex:>o-ex:>-4 .... - - .... .... -- "'" .... co 0- W")~o--.......r-"""c>-.a ..-:0 ... - ....- -- .... .... a:: ...:: ........ ..ø ... - <c ..0 - ... en W <C O-O--t.f')-tO.....O.. I"') ... - a:: N ... ... .... ::r:: .... .... ..... f'o?...-....... 00"'" ...:: ... - - - ... ~ U .... ..... ... ... - <rI - ... C .... - - <0 - - ... - - .... - - - .... - - -- ... ... ... ... ... - - - .... >- .... .... NN,.."ex:>..-:o.........,.." ... - - .... LU - - "'" I- CO .... ..a-.ar-t-?"'O~Or- C> - - ...J I- - - .... .... a:: ...:: ........ 0- - - ..... <C - - cnU<C ,.....,......N&f")OCDOU"':. C> ... - ...... CO - .... :z: :x: .... .... -4N....Q:)..,øu-:. ...:: .... - .... .... .- W .... ,.." - - - - .... - - - - ... - - - - - - - 1 - - - - - - - ... ... - < .... .... _ a:: U) ..... -tCX200...o.....,.-4r-O I Mo .... .... - - - a:: L.U ..... .... U'?.....-"'MNCXJ"'O I .... C> .... - .... .... L.U ..... :z: 0- .......... -'" 0 LI"')"'" U") I C> .... ... - - - JI: L.U L.U ----.....- I ~ .... .... - - C s:: ....I ..... r- cx;I <:> 0 U'") ...,. I ..0 N .... .... .... .... ..... <'C 0- ..0 .... .... .... I .... .... ... .... .... .... tn => .... ,.., I .... ..0 .... - - .... ::> ..... I .... .... .... - U => I ,.., .... .... .... .... OS I .... - - - .... I - - - - .... - - ... I- ,. L.U <C OOr--r-?r-?r-Or- <C .... .... ... ... Z CI ..... z: oC:::>..Qt-'")n...oo...a Z - - ... .... L.U ....I <I: . . . . . . . . ... - ... .... ...J ...... a:: ..........~M~.........."'O - ... ...; - .... oX I .... "'" ... - - ... ... => a: I - - C> ... ... .... L.U ... - .... ... ... => ..... I - ... ... ... CD I.I.J I .... - &II - - L.U :II: I - - :::I - - I - - ..... ... ... - - Q. - ... "CI- I ..... ....-tCD.Nt-"').....r-O I 0- .... - - - ... 41 ... I .... U") .... Ln ...... ....... CI:I C""oo4 I <rI C> - - QJ - - .....- I 0- ..... .-.. (:) C> 0"- """) I "'" .... ... -. ..... - - Ut I - ... ... - ... I - - ... - ... :::I- I ..... r- aJ -.0 po."') C'( I ..... N ... ... I..- ... ... ..... ... I 0- "'" I <rI .... - - - ... "CI .... I .... ,.., I ,.., "'" - - >- - - <C 0 I - - ..... - ... ..... I t-') ... ... ..... -- I ... - U ... ... I - - - - - .... 41 - ... -" - ..... "'N<:>...a~NN....O I C> '" .... - .... "'0 - - I ... .... I ....-t....,.........oo--r-N I <rI I N - - ..... - - I ..... .... I U") C> 0-- a-- CD ....-:w I ...... I .... - - &II - .... 1 0 I N- r::à u-:" Ñ N- I I - - 0:: .... - I ..... ...... I I N I .... - - '.... - - 0- 1 -4 I <rI I C> - - - - I ... I ,...., , t-') I ..0 - - . - - I I I - - ... - - I 1 I I t-') .... .... CIJ - - I I , , - - I..- ... ... I I I .... ... ..... - - I I I - - &II - - I ..... . N I -0000000000 I "'" I ..0 - - ..... - - 0 ... ... I ...... , ...... I 0- - - ..... ... ... Ut CIJ I "'" I "'" I ...... .... - :::I - ... .... 0:: l..- I - - (.D - ... C ., .... &II .... I .... "'0 ... - ... - ... :::I 0 &II I .... I CIJ N ... - - - ... 01-"'" ..... I ..... N - - 0 - ... "'CI U ..... 0:: I ..... - - - - QJ U :::I :::I I .... - - 0:: - ... N <I: CO I ;Q - - ., - - '... en I - - 0 . - - ..... ..... 0:: &II - - 0- - - '" 0 41 >- ..0 ..... .... N N N .... CD N C> - 0:: <rI - - - - :::I "CI ..... Y') _CJ:Ip.."').....o--m....-1 ..0 o ... -- "'0 - - 0:: "-...... .~ .... _N.....M-t Y') ..... C) -'- 0:: - - 0:: 11.1 &II U 11.1 ..... - - - '" - - <C ..Q .... N ., ..0 ...... "'- - - - - . :::I CO ... .... t.O ... ... - - - :::I CI .... ... - .... ... - :z: I I - ... .... - - 1 I ... ... N ... - I I I - ... - ... I I I - ... &II ... ... I I , ... - :::I ... - I CIJ >- oot' I N<rI oot'N <rI_NC) C) ...... - ... ..... - - I "'CI ..... ..0 I ll')o....or----ON.-1 ... I C) - - Q. - ... I ...... ...... N I U"') ....0 ...a r-... CO t-"') ...... I ...... - - ... - I UtU I ----- I - ... CIJ - - I 0:: .... C).......... N N .... I N - ... ..... ... - I ..... I 0- I oot' .... I ..0 ... ... '" ... ... I 1 ... I ,...., ,...., I N ... ... "- ... - I I I I ... ... - - I I I I I ,...., ... ... >- - ... I I I I I - - ..... - - 'v' I ..... I ...... - - '... - - - ... U ... - "- QJ I <I: . . . . . . . . <C - ... ... - QJ ... , :z: ......-.NN....-:.-.r...o :z: - ... CIJ - - ..... '... I ...... - ....... ... ... 'Q - .... 11.1 en I """1"> .... ... - ..... ... ... :II: I - - Ut - - I .... - ... 0:: ... ... I ... - .... - - I - - - - I - ... &II - - I - .... I..- - - I - - ... - .... ... .... .. .... - ,...., LU CO en I ...... I "'" -0 I CD " ... - C - - a... ::::I L.&.J I.J,J I .... I - .... I r- " - - .... .... - Q-ooZc::t-- I N I .... ex:> I 0- " - - &II - - ..... L.L.t ........ <r: I I I - " ... - :::I .... - :> ::::I ex: I "'" I C> N I 0"- " - - u - - LU OS I C> I r- = I .... " - - .... - ex: LU :II: I ,...., I - 0-- I .... " - - >- .... - ex: <::I I - I I - " - - .... ... - ex: I I /"') I"> I r- " - - .... - .... ...... I I I - " - - U - - I - I I " - .... - - U - - 41 ... .... - - - 'Q - - ... - '... - - ~...J - - Ut ....= - - ..Q <X: - - .... <C - - --- - - :::I QJ 41 CO .... - ..... "0 - - 0..... - "- - - ....I :z: - - - :::I "" ex: - - <I: LU - - '" "CO 'Q <::I - - ..... "" u.J - - en '" '" ...J >- - - u.J u.J ...... -- = - - "- ..0:: ..c: ...... "" - - <0 to :z: en 0::: ... - rø u u ..:: ::::. :z::: .... .... ex: 0:: LI.J LJ.J <I: - - ..0:: en en - t-- CI .. .. oX <X: "" 0::: X - - U c:: ::c::U]~....... :>:: ::r.: -- I c...> - - - 0 U 0- __ U w en :z: - - o c:x: <C _ <t: LU <J: .... .. u.J <::I >- - ... .... - LUt--J...... ex: >- 0:: :z: ..... - - >< >< '" ø:::.<t::::........ WJ ..... -- - - >-....-4 ...... W a:: u ... ..... x: ..... "'" <f1 - - u-o-o >- ...J __ <::I W c::> ...J ... - .... 0:: 0:: <::> ¢ 0:: <z: ..... .. t- <X: x: <X: - - - '" OJ C> a::: LLJ r-:J .... .... en 0- x: ..... - ... 0 0. Q. C> ...J =- - - ;:::. <X: c::> c:I - - 0.. 0.. ca. u.J LU L.U .. .... U U U ..... - - <X: <C .... ~U':II--........ - - >- <C.... - - .... ..... '" QJ I..- u......a:::...... - - ...... QJ OJ '" "'" - - - - ~rnc.na... c: = .... - - ... >- L.J..I LLI ... .... - - ~ r- t-- .. ... - - ---- _~<Z:~................~~~.....~~~~~..~~~~~~~........~..............~.... tU U U '"C:;I WXX~....................~~...~~~~....~......~~....~....~....~....~~~~.... ------ ~~~~~~--~~-~-~~~~~~~~~-~~~~~~~~~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ~~ ~~ ~~ ~~ ~~ ~~ ~~ ~~ ~~ ~~ ~~ ~~ ~~ ~~ ~~ ~~ ~N ~~ ~>~I~ ~Ø~=.~~M 0 ~~ ~~ ~~ Q~ml~ ~~~~~~N~ ~ ~~ ............... ~"""IICI::: I· ............ · .... ~~ == ~U~I= ~~~~~~~~ ~ == ........... = UI ~N~ ~ ~~ =~.. 0 I ~~.. C> ..~ I ...... ~.. I ..... .... I ...... .... I ...... .... ~.. .......... ~~~I~ ~~=~on~~ o. ........ ~~...... Q~ØI~ NN~~~~~~ ~O .... --It---.... .............Q::I. .............. r--....... .... .......~.... ~U~I~ ~~~O~~.~ O~ .... ~Q...... Z ~I~ ~~.O~~ ..~ .... ....... UI ~~. ~O ~.. ..... I ~- .... .... .. I .... .. ~... t .... ..... ~.. ...... ~.. ..... ....* ...... ~«ø N ~moo~~~OI. ~~ .... .... ~~~ ~ =~~~Nm~OI... .... ...... ~~X ~ ~~~O~.~~I~ O~ ~~ .... EUJUJ .......--...- 1- .... .... ~E~ ~ O~OO~. I~ ~~ .... ..... t-.a:: a:::r ...0 ................ 10.......0 ...... .... ~ > ~ ~ I~ O~ ~.. ..... ~ ~ I .... ...... U::r IN.... .... 0 I .... ...... UJ I .... .... .... .... ~.W« OO~~M~O~ .... .... ZO~ Z OO~~~~O~ I I .... ..... &..LJ--Ic:I: . . . . . .. . . ...... ..... --I~= ~~......~~~......~ ...... ..... ¢ ~N. .... .... >= ~.. ~~ ~W ~... ~~ ~~ ~~ ~~ a~ ~~ ~~ we ..~ ~~ ~~ ~~ ~~ ~~ ~_ N ~m.N~.~~I. ~~ ~~ ~~ ~~ ~ OO~~~~~N~I~.. ~~ ~~ ~_ ~ ~~OO~~ I~ O~ ~~ ..... a.n ............. I ...... ~~ ~~ m om~MN o......~ ~.. ~.. .~~ ~ ~ m ~o ~~ ~.. ~~ ~ M ~ 0...... ~~ ~~ 40\ ~.. ~.. ~I N"~ ~.., ~.. ~~ I ..~ ~~ ..~ .... ~ ~I~ ~OO~.NN~N 0 ~~~Iml ..~ .... ,ra I ~ . ____"",""""...0 0-. r-... N...... 0- I N'" l...a ...... ...... 1,..f..J I..... I ~Oo--~lXJf'ro") ,..., I......,..... I (XI .... ..... I 01 I _............ I --I ..... ....... I t- I CXJ I ~cnIl"':llNN ..g I no- I..... ..... ..... I m 1"'-' r-... InoOl...a .... ....... I ........ 1M too? IO.-fI..-f ....... ....~ I I I I ..... .... I I IN IN ..... .... I I I ....... .... U"I I I , ...... ..~ ~ I I...... ..~ C~~ N IOOOOOOON N I ~I~ .... ~... ~cu ~ I ~ ~ I ~I~ ..~ ..... O~~ I I ~I~ ..... .... ...........QJ I I I ..~ .... u..ca::r' I 0-- I 0-- .... ..~ ~~ I ~ 010 ..... .... .~ ~ 1 ~ ..-fl~ .... .. .. lit- ::1:....... ,...... I II .... .. .. .. 0..... '~I II ... .... .. ... I:: I·..... I II ..... .... .. .. .....::;) I ø:a , II ... ... - .. ... IU .... .. ... ... ~ Q.I >- N en __ N N N ...... co N 0 I..... LIt I") I tv') II .. ... ..... ."'0........... ccotoo"').....o--o::a......... 1-0 C,...., I,......" ,......... .. .. ::I ...... ..." co ..." N ...... I"") ...... tv') Q ...0 1...0 II '.... .... .. z: an U ...... ... ........ I - II ... .. .. .. ....,............ ...a ,..... ..... t"") I t.-") 'I .. .... .. ... ...... ::t AI ........ ..-4 "' ...g 1...0 II ... .. .. .. n::I 0 z t.D I " ... ... ..... .... ..... c:. I 11 .. ... \I") .... .. D I II'" ... N ~.... ~ I I II....... ..... I I 11...... U1 .... I I ,.....::::1 .... .. I CU >ow. I N t...a D:I ~ N a::a ... N <:> .... I <:> c> II .. ... ~ ... .. 1 ""CI...... I""" I N 00 ~ ,..... 00 N ...... -t l..n &I"') I' .. .. a.. .... .. I ........... l...a I ŒI ~ ..a ~ IXI tv) <:> I.... ~ II .. ... .... IU\UI I _..._..._ ~ I... "'11 .....QJ ... ... I C I ~ I ~ r--. II") N N 0"0 I...... .... II .. ... ...... ... ... r...... I CD I M ~ . 0'- 0-. I' ... ... "' ...... .. I I...... I t"'") to-? D"'- 0"" If ... .. ... . ..... I I I -II....... cu .. .... I I I I .-. ~ II ...... .. >- N .... .. I , I II.... .. ....... ..... .. ... ........ I ........ ........ II" .. ...... U1 ..... .....u ...... "-GJICI: ......... ......... ..... ..... QJ N f:Z: ...,.......-4""N~...."O ...... OJ CU . ....... ~·....I ~....... ~ ......~~ ~ ... .. OJ en t M f"o") ..... ... .. .P"t GJ I:: ..... E I .....~. 0 ... .. I --I ... ... c: ..... .... ..., .... .. ...... >- ....... ...... I ...... ~ ~ ...... I .....~ ~ ~.., ......."-~ AI ...... I .......QJ~ ~ .... .. .... .. . C 'M ..... ~~Q~~'~ I~ ~~INII ......O~ ~ ...... ~~~~~I~ I~ ~=I~II ...........0 c: ..... o-:z: a:: 0::...... I ...... I N t-"') 0-- I 0 II .. .. ~ u 0 ...... .-. 1..U ÞO-t La- c:r:: , I - ... I ... 11 .. ... ::t u u .. .. :>:::J a:: I N I r-. CD...o I U"") II ... .. U nI .... .. LU c:r I 0-- I 0"- N...o I cx:r II .. ... aJ .. .. a:: UJ 1 E".t , r- "" I tv) II .... .. >- '+- - ... ... 0:: I oW I I ... II .... .. ....... C ..CI ... ... I I to? N I -.a II .. .. ...... ...... ... .. 1 t I ....... I' ... .. U "- CJ"I ...... I I I II ...... QJ C ...... ~ .....QJ~ ~ ...... - ......~. ....... .. ... ... .. ......::t c: ..... ~ ....~I:: .~ ...... ~ ......~ ¢ .... ...... ......~- ~ Q ...~ ~ u .....c~ 0 ~ ....... ~C --....... .~ ~ ~ ..... ~~ ~ .....QJ~ o .... ... en ..-4 ~ LJ.J - .. ... C" c: - --J >-- ...... }...I.J UJ......·.-4 c..c.... .. "- QJ tU L.L- c:::, ..... c.o c.D c U1 ex: :x: ... ~ ra"'C ........ ~Z"" ~ ~~W «w ....~·....~O _.-- c .... .. ex <J: "'C' 0:: ::::c <C .... .. u U1 c: ....... =~~..._ X x·..... I UW"~ ~o ~ .--..... w W~~ = ...~O~-~ ~w~..... ~c > ...........1_0 ~~--J..... ~ ~~z ~Q~" C~ ~~~..... ~ ~ ~z ......~c~~ a::~""" ~ _ ~~ ~ ..~uc N > ~~~ 0 u C~ --J ~~.~ 0 ~~¢~~ ~ ~ ~X ~ ~~_I::O~ ~wu~~ ~ ~ ~m ~ ~~ooo~ ~~ ~~ ~ 4 o~ 0 ...~~ ...~ ~~~~~ w u ux ~ ~~ ~~~ Q~~~~ ~~~~ - ~~~ ~..~~~u L.L- .;a 0:: .. ... ... .. ...... ra QJ c::: o ...~ ..~u~~- ~~...~ ~.. >W~~~ ...~ ~~~...~ ~----- ~q~...~...'...~.....~...~..~~~.....~~~~.............................~~~u~ wxm...~~~.....~~...~~~~~~~~~............................-..---- CITY OF DElRAY BEACH, flORIDA FILE: ANALYSIS WATER , SEWER RATE STUDY DATE: 08/26/92 CURRENT AND PROPOSED "ONTHlY MATER RATES (Inside City) ...................................................................................................................... ...................................................................................................................... U U U at U , U U 1993 U U Current Proposed U U Water Water % U at CUSTOIfER CLASS Rates Rates Increase at U' -------- ----------- ---------- ----- U U U at Residential: U at Custoler lal U.77 $1. 55 -12.60% U at Capacity (al 8.14 7.62 -6.36% U at ----------- ----------- U at Subtotal 9.91 9.17 -7,48% U at at U COllodity (b) 0.91100 1.0904 13.591 U U 4 at U U U at U U U Non-residential U U Custoler (a) 1.77 1,55 -12,601 U U Capacity: (a) U U 3/4" 8.14 7.62 -6.36% U - U I" 13.58 12.73 / -6.27% U U 1 112" 27.09 25.38 -6.311 U U 2" 43.36 40.63 -6,31% U n 3" 94.93 88.95 -6.30% n U 4" 170.83 160.07 -6.301 at U 6" 379.64 355.73 -6.30% U U at U U U COllodity (bl 0.9600 1. 0904 13.591 U U U U U H H ...................................................................................................................... ...................................................................................................................... (al Per account. (h) Per 1,000 gallons of letered water use. CITY OF DELRAY BEACH, FLORIDA FILE: ANALYSIS WATER , SEWER RATE STUDY DATE: 08/26/92 CURRENT AND PROPOSED "OHTHLY SEWER RATES (Inside City) ...................................................................................................................... ...............................................................,.."........,......."..",..................,........ fa U fa fa It " U U 1993 'U U Current Proposed U U SeNer SeNer % U fa CUSTOnER CLASS Rates Rates Increne U fa ------------ ----------- ----------- ------ U U U U Residential: U U Custoler la) $1.78 $1. 55 -13.061 U fa Capacity Charge (a) $9.10 9.27 1.841 U fa ----------- ----------- U fa Subtotal 10,88 10.81 -0.60% U fa U fa COllodity Charge Ib) 0.8145 1.0760 32.10% U U SCRWTDB Charge (c) 0.7055 0.7055 0.00% U U ----------- ----------- U U Subtotal 1. 5200 1. 7815 17 .20% U U U U U U U It U It Non-residential U U Custoler la) 1.78 1.55 I -13.06% U U Capacity: la) U U 3/4" 9.10 9.27 1.841 U U I" 15.19 15.48 1.891 U U 1 1/2" 30.30 30.86 1.85% U U 2" 48.49 49.40 1.871 U U 3" 106.17 108.15 1.871 U U 4" 191,06 194.61 1.86% U U 6" 424.60 432.51 1.86% U U U U U U COllodity Charge (b) 0.8145 1. 0760 32.10% U U SCRWTDB Charge (c) 0.7055 0.7055 0.00% U U ----------- ----------- U U Subtotal 1.52 1. 7815 17 . 20% U U U U U ...................................................................................................................... ...................................................................................................................... (a) Per account. (bl Per 1,000 gallons of letered Nater use up to a laxilul of 12,000 gallons. (c] Per 1,000 gallons of letered Mater use. SCRWTDD Charge as deterlined by Utility. , CITY OF DELRAY BEACH, FLORIDA FILE: ALLOCATE WATER . SEWER RATE STUDY DATE: 08/26/92 PERCENT ALLOCATION OF WATER REVENUE REDUIRE"EHTS TO CHARGE C~PONEHT .............................................................................................................................. .tt.tt........................................................................................................................ U U U U U U U CUSTO"ER CAPACITY COIIIIOD ITY TOTAL U U ------------ ------------ ------------ .----------- u n REVENUE REDUIRE"ENTS: U n OPERATION AND IIAINTENANCE COSTS: U U Ad.inistration 35.0% 65.0% 100.01 U U Utility Billing 100.01 0.01 0.0% 100,01 n at IUscellaneous 40,0% 60.0% 100.0% U U Insurance 50.0% 50.0% 100.0% U U Transfers 40.0% 60.01 100.0% U U Allowance for Bad Debt 50.0% 50.01 100.0% at at Nater Treat.ent and Supply 0.0% 100.0% 100.0% at U Nater Distribution 50.0% 50.0% 100.01 at U U U Subtotal - Dill Costs 7.1% 18.91 74.01 100.0% U U at U .. U at CAPITAL COSTS: U U Debt Service 75.01 25.0% 100,0% at U Other 75.01 25.0% 100.01 at at Rate Funded Capital Projects 75.01 25.0% 100.0% U U Renewal and Replace.ent 75.01 25.01 100.01 U U U U Subtotal - Captial Costs 0.01 75.0% 25.01 100.01 - U U U U TOTAL -- RATE REVENUE REOUIREIIENT 4.1% 42.51 53.41 100.01 U U U U at U U .ttt.......................................................................................................................... tttt..ttttt.t.t........t.tttttt............................................................................................... CITY OF DELRAY BEACH, FLORIDA FILE: ALLOCATE WATER . SEWER RATE STUDY DATE: 08/26/92 PERCENT ALLOCATION OF SEWER REVENUE REDUIRE"ENTS TO CHARGE CO"PONENT ........................................................................................,...,...,.....,.................,...,. ...................................................................................,......,.",..,..,......................... U U U U U U U U U U U CUSTO"ER CAPACITY CO""ODITY TOTAL U U ------------ ------------ ------------ ------------ U U REVENUE REDUIREHENTS: U U OPERATION AND "AINTENANCE COSTS: U U Adlinistration 65.01 35,01 100.01 U at Uti I ity Bi 11 ing 100.01 0.01 0.01 100,01 U U "iscellaneous 25.01 75.01 100.01 U U Insurance 25.0% 75.01 100.01 U U Transfers 25.0% 75.01 100,01 It at Allowance for Bad Debt 50,01 50,0% 100.01 U U Sewer Systel (Collection) 50.0% 50.01 100.01 U at Sewage Treat.ent 0.01 100.0% 100.0% U U U U Subtotat - 0'" Costs 50.01 50.01 100.01 U U It U U U CAPITAL COSTS: U U Debt Service 75.01 25.01 100.01 n U Other 75.01 25.01 100.01 U U Rate Funded Capital Projects 75.01 25.01 100.01 U U Renewal and Replacelent 75.01 25.01 100.01 - U U ! U U Subtotal - Captial Costs 0.01 75.01 25.01 100.01 U U U U TOTAL -- RATE REVENUE REGUIRE"ENT 4,61 60.11 35.31 100.01 U It It U It U U .............................................................................................................................. .............................................................................................................................. CITY OF DELRAY BEACH, FLORIDA FILE: ANALYSIS WATER ¡ SEWER RATE STUDY DATE: 08/26/92 FINANCIAL IMPACT OF PROPOSED WATER RATES ON VARIOUS CUSTOMER CLASSES ............................................................................................................... .........t..................................................................................................... tt tt tt tt tt 110NTHLY 1993 tt tt VOLUME CURRENT PROPOSED tt tt METER (1 , 000 MONTHLY IIONTHLY PERCENT tt tt SIZE Gallons) BILL BILL INCREASE tt tt -------- ----------- ----------- ----------- ----------- U tt U tt RESIDENTIAL (Inside-City) tt tt tt tt All 0,0 $9.91 $9.17 -7.5% tt tt All 5,0 14,71 14.62 -0,6% tt tt All 7,5 17.11 17.35 1.4% tt tt All 10.0 19.51 20.07 2.9% tt tt All 15.0 24.31 25.53 5.01 tt tt All 20.0 29.11 30.98 6.n tt tt .. All 30.0 38.71 41.88 8.2% tt tt All 50.0 57.91 63.69 10.0% tt tt tt tt tt tt NON-RESIDENTIAL (Inside-City) tt tt U tt 3/4· 0.0 9.91 9.17 -7.51 U U 3/4" 5.0 14.71 14.62 -0.61 U . tt 3/4· 10.0 19.51 20.07 .' 2.9% U tt 3/4· 20.0 29.11 30.98 6.4% tt tt 3/4· 50.0 57.91 63,69 10.0% tt U tt U 1" 15 29.75 30.63 3.0% tt U 1" 30 44.15 46.99 6.4% tt U 1" 50 63.35 68.80 B.61 tt U tt U 1 112· 75 100.86 108.71 7.Bl tt U 1 1/2· 150 172.86 190. SO 10.21 tt U 1 112· 300 316.86 354.06 11.7I U U U U 2· 150 189.13 205.74 B.81 U U 2· 250 285,13 314.78 10.41 tt U U U 3· 150 240.70 254.06 5.61 U tt 3· 300 384.70 417.63 B.61 tt tt tt U tt .ttt.......tt.................t.......t...t.......t.................tt...............t...t.........t.....t..t.. .............................................,.,..,...t...............................................".,..... - . CITY OF DELRAY BEACH, FLORIDA FILE: ANALYSIS MATER , SEWER RATE STUDY DATE: 08/26/'12 FINANCIAL IHPACT OF PROPOSED SEWER RATES ON VARIOUS CUSTOHER CLASSES (al .......,.,.......t............................................................................................. ............................................................................................................... U U U U U MONTHLY 1'193 U U VOLUME CURRENT PROPOSED U U IIETER (1 ,000 MONTHLY IIONTHLY PERCENT U U SIZE Gallons) BILL BILL INCREASE U U -------- ----------- ----------- ----------- ----------- U tt U U RESIDENTIAL (Inside-City)(b) U U U U All 0.0 $1 0.88 $10.81 -0.61 U U All 5.0 IB.~B 19.72 6,7% U U All 7.5 22.28 24.18 B.5I U U All 10.0 26.0B 28.63 9.BI U tt All 12.0 29.12 32.19 10.61 U U U U " NON-RESIDENTIAL (Inside-City)(c) U U n u 3/4" ° 10.88 10.81 -0.61 U U 3/4" 5 18.48 19.72 6.71 U U 3/4" 10 26.08 28.63 9.81 U tt 3/4" 20 41. 28 46.44 12.51 tt U 314" 50 86.88 9'1,8'1 15,01 U tt tt . U I" 15 33.68 43.75 ' 29.91 U n I" 30 56.48 70.47 24.81 U U I" 50 86.88 106.10 22,1% U U U U 1 1/2" 60 102,08 139.30 36.51 U U 1 112" 150 238.88 299,63 25.41 U U 1 112" 300 466,88 566,85 21.41 U U U U 2" 130 20B.4B 282.53 35.51 U U 2" 250 390.88 496.31 27.01 U U at U 3" 150 238.B8 376.92 57.81 U U 3" 300 466.8B 644.14 38.01 U U U U U ............................................................................................................... .................,..,.".,..,.,....,..................,........................................................ (a) Current and proposed bills includes SCRWTDB charge. (bl l1axilul lIonthly Volule (Mater usage) used in calculating proposed residential bill remains at !2,OOO gallons. (c) Current non-residential bill based on 1001 of Monthly Volule, Proposed non-residential bill based on 1001 of l10nthly Volule, . ,,",_.~4____·''''.;o~_._··. . -I . 'J CITY DF DELIAY BEA[H 100 N.W, 1st AVENUE DELRAY BEACH, FLORIDA 33444 407/243- 7000 M E M 0 RAN DUM TO: Joseph Safford, Director of Finance ~ FROM: Jan Williams, Utility Billing Manager DATE: August 20, 1992 SUBJECT: PROPOSED COMMERCIAL AND RESIDENTIAL GARBAGE RATES I am recommending that the City Commission approve increasing the service fees for garbage and trash pursuant to the following: 1) The Solid Waste Authority will continue to assess commercial parcels on a split basis, The tipping fee will increase from $37,00 to $43.00 per ton for commercial customers, The full cost for dis- posal will be $77.69 per ton, Residential customers will continue to be fully assessed for disposal but at a lower rate, 2) The contract with Waste Management provides for an increase in the collection portion of billings based on the change in the Consumer Price Index for the previous year, This year's CPI increase is 2.7%. 3) Funding for the continuous bulk trash pick-up program has been proportionally adjusted to incorporate the above. 4) The residential, curb-side recycling charge will be increased to $2.04 per unit. This rate is a component of the residential garbage rate. 5) Waste Management bills for commercial and multi-family recycling customers. These rates have been adjusted by the CPI index. 6) A separate vegetative collection route has been added effective October 1, 1992 , for all residential curbside customers. The unit rate is $.85 per month and is included in the residential garbage rate. State law requires that vegetative waste not be co-mingled with garbage and trash. A copy of the ordinance with the new rates indicated is attached and should be forwarded to the City Clerk's office for placement on the vJs/3D Agenda. Back-up schedules are also attached for your review. THe EFFORT ALWAYS MATTERS - , ( ORDINANCE NO. 66-91 / AN ORDIN~~CE OF THE CITY CO~~ISSION OF THE CITY OF / DELRAY BEACH, FLORIDA, A!-1ENDI:-iG TITLE V, "PUBLICf;';OR!\S", I CHAPTER 51, "GARBAGE AND TRASH", OF THE CODE OF ORDINANCES OF THE CITY OF OELRAY BEACH, FLORIOA, 31 MENDING "RATES AND CHARGES", SECTION 51.70, "REGL'LAR CHARGES LEVIED", TO PROVIDE FOR INCREASED GARBAGE AND seè>-. TRASH SERVICE CH':];Ci.$ A¡'¡~EES FOR RESIDENTIAL SERVICE; ,..eo.. < TO PROVIDE FOR ECREASED GARBAGE AND TRASH SERVICE \ {"\.l. CHARGES AND FEES FOR COMMERCIAL SERVICE; TO PROVIDE fOR AN INCREASE IN THE fEE FOR RESIDENTIAL CUSTOMERS fOR RECYCLING SERVICE; PROVIDING A GENERAL REPEALER CLAUSE; ~ PROVI01NG A SAVING CLAUSE; PROVIDING AN EFFECTIVE DATE, 1:: mOde -for t=èt's t 10 f(ì 1 _..i~ \Jcc.,-t¡;"Jrm NOW, THEREFORE, BE IT ORDAINED BY THE CITY COMMISSION of THE -ÇOí S·cp~('o--= J CITY OF DELRAY BEACH, FLORIDA, AS FOLLOWS: c.ol\eC\-tú'n 5t'''(V)L-e. . 1 ., . Sect~on 1. That T~tle V, "Public Works", Chapter 51, "Garbage and Trash", "Rates and Charges", Section 51.70, "Regular Charges Lev~ed", of the Code of Ordinances of the City of Oelray Beach, flor~da, be, and the same ~s hereby amended to read as follows: _. Sec. 51,70 REGULAR CHARGES LEVIED, The following serv~ce charges or fees are lev~ed for garbage and trash serv~ce: (A) Charges for the below-described garbage and trash pickup service shall be as follows and shall commence when a' certificate of occupancy is issued for any residenti~l or\ commercial units, and shall continue monthly thereaft~r unless service ~s discontinueâ in accordance with Section 51-72: ~\3,q (1) For those customers receiving Type A, roll-out service, the service charge shall be S12101 12,7 per month for garbage and trash pickup, However, the levy for "Tropic Palms and Palms of Delray" (known as Type F) shall be S91" .(fã':õDper month for garbage and trash pickup, ~II, 17 (2) For those customers receiving Type B, rear-door/side- ~rvice, the service charge shall be SI011J II q3 ~..J per month for garbage and trash pickup. . However, the levy for the area bordered by N.W. 22nd Street on the north, Old Dixie Highway on the east, Lake Ida Road on the south and N,E, 2nd Av~n on the west (known as Type G) shall be SI2171 ),47 per month for garbage and .trash pickup. 14.73 (3) For those customers receiving Type C, curbside, garbage and household trash in disposable ~o ainers service, the service charge shall be S'119 4,4 per month for garbage and household trash pickup, ~.Lfì (4) For those customers receiving Type D, curbside in owner's container (or for those customers who, by reason of disability, as certified by a doctor and previously approved by the city, are unable to place refuse containers on the street, and whose collection by the city or its contractor is thus pursuant to the Type B, rear-door/side- or service), the service charge shall be SB10B 8.57 per month for garbage and trash pickup, And the levy for the area bordered by g,70 . " . S,W. 10th Street on the north, Federal Highway en t~e east, Linton Boulevard on the south and ~ the west (known as Type HI shall be $10/65 Sll.3 ~er I) month f01,Ó'4.bage and trash pickup, ~ 2.51 NOTE: R idential customers shall be assessed 3 ''$'i\~'a. 1. 9 9 per unit charge for recyc 1 i ng serVlce I~SEf2T (inc 1 e in rates set for th above I ' The effectl'.'e date for Type G and Type H rates will be January 1, J-) Res\(1~'~ CU~+z.rmé'í5 >-2) 1991 . Sh:;L1J. ~ 4. S Sf 5 St' d 0- (8) Mechanical containers and commercial refuse contal:"er $, ~S fr.er LtAÚ:t Vtaf'3~ service. -Gr S f ro.:k- Ve¿é:'W I ()Ÿ) 11 ) For customers receiving Type E, mechanical conèdlnèrs anà commercial refuse container service, the serVlce C ollech Uf\ St' nJ i e-S -for , . charge shall be based upon the following for such cuJ. curbs,¡d-e res1durUlcJ garbage anà trash services: dUjel1Ú)j ~. CTnc\u.ch"d Container Residential Commercial size Monthly Monthly I (ì ('C0f ~ Set' -tOrl-h ð- Co \J C) ISquare Pickups Container Container --me e4'f'c+¡ ~ -e do-k -0 r Yard) Per Week Charge Charge (Collection (Collection ---ttì\ S Jt'('U lCe \S Oc-bbr> í J) ¡C¡Q2 , Charge Only and Disposal Charge 2 1 $ 28 ~ 31 $ 66 l:§..50 3 1 H 4-1 If 2- Il! *'1b ( 4 1 IS ~ 51 IH 6 1 156 J.< 7 IB0 }¿:Q 130 1 8 1 SZ j1S 68 ZH ~/ft,b 2 2 56 "Ø. "D H2 qq 3 2 77 ~'/ B3 I'll lli J l/ 2... 4 2 Il! MQ. /c3 H7 1/8/ 6 2 IJZ ~ I'll. 360 'J..(d) 8 2 163 7$ Hi6 33').. 2 3 U q 198 11./'1 3 3 116 112S Z86 ~/3 4 3 113 . 19/ 370 i~~ 6 3 US ZIt¡ SA" 8 3 zu 2./.03> 700 J-flje 2 4 llZ 12.1 ZU lcr:J 3 4 ISA I~ 38Z 261/ 4 4 U0 4H 3b2. 6 4 ZU 3m 719 4 5 I c¡ 8 4 JZI! 92J ~~~ 2 5 140 1'5 I 329 2.1/1 3 5 192 1..08 477 35'S 4 5 228 ~ 251 U8 '152 6 5 HI ,;S" 8U &, WI 8 5 '07 4?A 11156 829 2 6 168 m /8/ JIl! 298 3 6 HI 2SO S7J ¥25 4 6 286 308 741 51/ 6 6 2'17 ~ 1f27 107'1 779 8 6 189 s:B 526 12'19 _ 7'1S 12 ) Multiple-family dwelling units cont~ining five units or mOl'e ~hall use containers emptied by mechanical me an s , except as otherwise approved by the Clty because of lack of suitable space for a mechanical contalner or other good reason. -2- Ord. No, 66-91 '. ·H iI :-:1/ ,.""' ~ ,', '-, c' 1," ," '-. 1 4 ' 59 ¡ (,,,,", ? ,~,~' p, 1 - - - C t I I' " 4 Çj ". F ':":' - ., ~'i ,', " U ':' . L '-' , ,'" ~, , I . "'''''......, L'- rf.::Ur'll-'.E:.::.,U. RI'l '. I" _I) _"_"~' '_'_~I / '. ðh IUCIII\H/J e. WIIJL/~' .. (~, , ,,;i¡:-"~(Y' S'H E R I F F '-.:~)"".;' þ,. :,','-':;/ PALM BEACH COUNTY SHEf1IFF'S Or-FICE ", loLl. ~ r " ',' 32;:>0 GUt~ CLl1ß no^o PO B()x 2~GO\ 1~~:¡.t WEST PALM ."AC>'" l ",,"',O,!' WEST PALM "tACH, rl 33416 <6" PALM BEACH COUNTY V ~~ (407) 471·2000 , , / JUST THE M ~ ..y'" ~..~ .. ~-y ~ !¿J!/-?o /l!~ %~ /~/Þ_ cA I ~ éJvawt~ Y:J- ~ l L/ n,~ f r - -:-- ¿d;t:tt 61X~ »dlA¡f:k,4 41?4 DATE: ___A~º-t~J~Qt_uu____________¡:>-o:a~~ #Ie NUfv113EH 01.' PAGES INCLlJDJN~; COVEH: _ 3---------~--~-"~_1.~~~ TO: -ÊJf1:l~).ß:___._IJ!0.lb..(] ,:5......" ¿y^)~J1____.__,__.___...._......__...._...._._.._..__.____._.,..._____..__u..__, ..t!!!f ~1{;¿ ~7'7,1 ~ " . - -- 'f--- .- _._.______..__.._____....._.,.... (,AX NLJMBI,<, _ ....__.._. ._. .._____..........._,_______.___.......___ __ - ' PROM: _....,'_____{~~£!j<l(~-. (hl:lyj/__."....__... __ _____ _____..___._.......... ..,........... ..... . , , 407- 688-3027 fAX NUM r~ I'.I~ , _..____.__'___. ._.., "_ __". __.._... _.._... "......______ _____" ..... ..__.....".._,......__._____......___,___..._____.. m, _" ,.- . ~-_..__.- -. -- . . -~~, . *.. '. :. ,~¡;N~1;~" RICHARD p, WILLÈ S H E R I F F <>f,:\>:<'1.!.":;.':,>:{" PALM BEACH COUNTY SHERIFF'S OFFICE ....¡, I , ,'f:' , 3228 GUN CLUB ROAD P.O, BOX 24681 /~J WEST PALM BEACH, FL 33406·3001 WEST PALM BEACH, FL 33416-4681 PALM BEACH COUNTY K''f.. (407) 688-3000 . August 28, 199-2 The Sheriff's Office is again asking your assistance for the continuation of the Palm Beach county Comprehensive Substance Abuse Program. We have in our file your compliance letter from this past May agreeing with the distribution of funds in Palm Beach County for the (MAN) Unit. However the Bureau of Public Safety Management, Chief John Lenaerts' office, is requesting a revision to this letter. Please note that the only change is the addition of the Substance Abuse Awareness Program (SAAP) just below the Multi-Agency Narcotics (MAN) unit. To assist you, a sample letter is attached. Your letter is needed back in our office no later than September 9 as all ~aperwork must in Tallahassee by September 15. Please send your compl~ance letter directly to the attention of: Georgette B. Carroll, Director Bureau of Budget and Planning Palm Beach County Sheriff's Office 3228 Gun Club Road West Palm Beach, Florida 33406-3001 If you have any questions, please contact Lynn Bieluch at 688-3133. s~~y, ~ (!)-{J¿ Richar P. Wille, Sheriff cc: Vince Bonvento, Deputy County Administrator ~"r.. -..' ~ _m'~4~ó ~ (¡otAM, 1$$,0." ~ ~h -), f'~ ....'\ ~o , \\. "';' ,f...~ -...~ 'if, ~., !?l\'FJ({J i ~iili'\¡1 ~ y ~ ~'w. ~-ð_e:~Y '.if :j).p",^ , .......'t' lS) I A ",,=, ..- '-"710101'" " '"f 300C~VI~1 Ie NORTH HEADQUARTERS SOUTH WEST 3t>5.Z76Ô 3188 P,Q.A. Blvd. 3226 aun Club Rd. 346 So, Congress 38840 S.R, 80 365 2761 826·6900 688·3000 214,1076 DD4t.....n , 8U.MAO ***END*** . I I". '..J I I r-. c,. ':'. U. H L,'I' l ['1. ',4Ø (') 6::::::-:::;,027 ,_,::,28,1992 15: ø ø P. 2 , " ... John A. Lenaerts, Chief Bureau of Public Safety Management Division of Emergenc1 Management Department of Commun ty Affairs 2740 Centerview Drive Tallahassee, Florida 32399-2100 Dear Mr, Lenaerts: In compliance with Rule 9G-16.003 (4) (d), the city of approves the distribution of $699,467 of Fiscal Year 1992 federal Anti-Drug Abuse funds for the following project within Palm Beach County: Subgrantee: PALM BEACH COUNTY BOARD OF COUNTY COMMISSIONERS project Title: PALM BEACH COUNTY COMPREHENSIVE SUBSTANCE PROGRAM Re: Multi-Agency Narcotics (MAN) Unit Substance Abuse Awareness Program (SAAP) Sincerely, Mayor t _.. 'I------h----C .' ..'.'f7 -----. 1 - -'.....- .·.--0 .' .' ~.. ..:- . . '.' :';>: ., .,. ".... , '. .~ -,' .. - . - .- .'.,.,. . .