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CORRESPONDENCE Geotechnical & Construction Materials Hydrogeology & Monitoring Wells Engineering · Inspection · Testing July 19. 1988 PHD Partnership c/o Hurtak Realty 13800 NW 19th Ave. Suite 1 Miami, FL 33054 Re: Proposed Shopping Center W. Boynton Beach Blvd. Boynton Beach, FL Gentlemen: Nutting Engineers of Florida, Inc. performed two test borings for the referenced project. Herein we present our opinion based on these test boring results. The test borings indicate an allowable soil bearing value of 2500 psf after completion of the procedures described below. 1. Topsoil and surface vegetation, including heavy root matting, shall be removed to a minimum distance of 5' outside building lines. The Soil Conservation Service's "Soil Survey of Palm Beach County Area, Florida" indicates a large deposit of Okeelanta muck within 1/4 mile west of the proposed construction site. Special care should be taken during the stripping operation. 2. The building area to a distance of 5' lines shall be hosed down and the surface minimum of 10 overlapping passes per vibratory compactor imparting a minimum 22 tons. The compactor shall operate at of 1 mile/hr (slow walk). outside building compacted with a unit area of a dynamic force of a maximum speed 3. Deleterious or compressible material if found within the building area, shall be removed for the full depth to 5' outside where it ceases to exist. The bottom of excavation shall be densified with several passes of a vibratory compactor prior to backfilling. 4. Fill and backfill shall be sand, sand-rock mixture or crushed rock having less than 10% silt, 1% organics and rock sizes less than 3". 5. Upon completion of the surface compaction as discussed in item 2 penetration tests shall be performed to verify compaction. 1310 NEPTUNE DRIVE. BOYNTON BEACH, FL 33426. Boynton Beach 736.4900 Pompano Beach 941.8700 6. Fill placed within the structure, and outside building lines. shall be placed loose lifts and compacted to 95% of the maximum density (ASTM D-1557). to a 5' distance in maximum 12" modified proctor 7. The upper 12" of subgrade below footings and slabs shall be compacted to at least 95% modified proctor. 8. Field fill. type. density tests shall A proctor test shall be performed on each lift of be performed for each fill 9. The vibratory compaction equipment will cause vibrations that may distress adjacent buildings and persons. Due care should be taken during the performance of this work. 10 The bottom of footings shall be a minimum of 6" below finished grade. We appreciate this opportunity to be of service. Should you have any questions, or require additional services, please contact our office at your convenience. Respectfully submitted. ~~;PI~.FLORIDA. Michael R. Fisher Project Geologist INC. #21083 Attachments: Test Boring Logs Soil Classification Criteria Limitations of Liability MRF/pm @NUTTING ~ ENGINEERS OF FLORIDA, INC. ESTABLISHED 1967 ~NUTTING ~ ~I~~~~SIC TEST BORING REPORT ElTAa.JSHED '.7 ')1ONEP1\JNE DAM: IlO'I'NTClM lEACH. FlORIOA 33o&2t 30$-7>>400 . 3Otre4,..700 0&"" DESCRIPTION OF MATERIALS . PENETRAnON - N VALUE n. 0 10 10 II .. 10 10 70 00 4.0 6.0 8.0 Geotechnical & Construction Materials Hydrogeology & Monitoring Wells Eng>neering . Inspection . Testing II 10 N CUENT PHO Partnershi p PROJECT Proposed Shoppi n9 Center PROJECT LOCATION W. Boynton Beach Blvd.. Boynton Bch.. Fl. HOLE LOCAnON Approx. 112' S. & 20' W. of N.E. property corner DRILLER Jim HOQan ELEVATION REFERENCE: Approx. 1.5' above road crown CASING: DIAMETER 3" 00 BX FLUSH COUPLE SAMPLER: DfAMETER . TYPE 2" 0.0. X 2' Split Spoon GROUNDWATER DEPTH: IMMEDIATE 6.0' 15.0 Lt. tan quartz fine SAND ~ 7 ~ 8 Tan quartz fine SAND ~ \ - ~ Tan quartz fine SAND, trace root 13 "'- Tan quartz fine SAND J 34 / I 13 Test boring terminates at 15' , . ORDER No. REPORT No. HOLE No. ILOWI IAM'LER CAtING 1/2 5/7 5/4 4/4 4/5 3/6 7/10 12/14 20/17 25 19 17 4/6 7/7 7393.1 1 DA TE STARTED DATE COMPLETED I-iAMMER WT HAMMER WT Waler Tabl. 7/15/88 7/15/88 fOAM ''" SAMPLES WILL BE DISCARDED IN 60 DAYS UNLESS INSTRUCTED OTHERWISE. 24" 30" P. ~NUTTING ~ ~I~~~~~IC TEST BORING REPORT ~laHEO '''7 ~NEPlVNE DRM: IIO'\'NTClIIV lEACH. FlORIOA 33421 3D5-7S-4llOO . 3Otre4 1-1700 DE"" DESCRIPTION OF MATERIALS . PENETRAnON - N VALUE n. 0 10 10 II .. 10 .. 70 00 4.5 Geotechnical & Construction Materials Hydrogeology & Monitoring Wells Engineering . InlpectiOn . Testing .. 10 N CLIENT PHD Partnership PROJECT Proposed Shoppi ng Center PROJECT LOCATION W. Boynton Beach Blvd.. Boynton Bch.. Fl. HOLE LOCATION Approx. 112' S. & 60' W. of N.E. property corner DRILLER Jim HOQan ELEVATION REFERENCE: Approx. 1.5' above road crown CASING: DIAMETER None Used SAMPLER: DIAMETER & TYPE 2" 0.0. X 2' Split Spoon GROUNDWATER DEPTH: IMMEDIATE 6.0' 10.0 L~. tan quartz fine SAND \ 5 ~ 12 Tan quartz fine SAND n "';" I 9 [\ 17 Test boring terminates at 10' ! ORDER No. REPORT No. HOLE No. 1l0WI I.U,a'LEIt CASINO 1/1 4/6 6/6 6/4 2/4 4/6 2/4 5/7 5/8 9/15 7393.1 1 2 DATE STARTED OA TE COMPLETED IiAMMER WT IiAMMER WT Water Tabl. 7/15/88 7/15/88 FOR'" 114 SAMPLES WILL BE DISCARDED IN 60 DAYS UNLESS INSTRUCTED OTHERWISE. 30" P ~NUTTING ~ ~I~~~~~IC ElTAalSHEO '''7 1J1ONEP1\JNE DAM: BO'I'HTON lEACH. FlORIDA 33ot2t 3O$-~8DO' 3Otre4'-I700 DEPTH DESCRIPTION OF MATERIALS n. 00 TEST BORING REPORT Geotechnical & Construction Materials Hydrogeology & Monitoring Wells Engineering . Inlpection . Testing e PENETRATION - N VALUE 10 II .0 10 10 70 .. 10 N o ,. 5.0 Lt. tan quartz fine SAND 1\ I 2 ~ 13 .... K~ T Tan quartz fine SAND ~ ~ 11 16 Test boring terminates at 10.0 10.0 CLIENT PHD Partnershi p PROJECT Proposed Shoppi ng Center PROJECT LOCATION W. Boynton Beach Blvd.. Boynton Bch.. Fl. HOLE LOCATlON Approx. 69' S. & 33' W. of N.E. property corner DRILLER Jim HOQan ELEVATlON REFERENCE: Approx. 1.5' above road crown CASING: DIAMETER None Used SAMPLER: DIAMETER. TYPE 2" 0.0. X 2' Split Spoon GROUNDWATER DEPTH: IMMEDIATE 6.0' ORDER No. REPORT No. HOLE No. DATE STARTED DATE COMPLETED J.IAMMER WT J.IAMMER WT Water Tabla 7/15/88 7/15/88 30" SAMPLES WILL BE DISCARDED IN 60 DAYS UNLESS INSTRUCTED OTHERWISE. fORM ". ILOW. ....MPLE" CAIINO 1/1 1/4 4/6 717 7 8/6 4/5 6/6 517 9/1 7393.1 1 3 P.I ~NUTTING ~ ~!:!~"~~~~IC m.uusHIO '.7 12'0 NEPTUNE DAM: BOVNTON lEACH. FlORIDA XM2t 30$-,...100 . 3Otre4,,,700 H"H DESCRIPTION OF MATERIALS n. 00 TEST BORING REPORT Geotechnical & Construction Materials Hydrogeology & Monitoring 'NeIls Engineering . Inspection . Testtng . PENETRATION - N VALUE 10 H ..0 10 10 70 .. 10 N o " 2.5 Lt. tan quartz fine SAND \ 4 Tan quartz fine SAND 12 ." ':;=' 11 15 Test boring terminates at 10' 10.0 CLIENT PHD Partnershi p PROJECT Proposed Shoppi nq Center PROJECT LOCATION W. Boynton Beach Blvd.. Boynton Bch.. Fl. HOLE LOCATION Approx. 69' S. & 20' W. of N. E. property corner DRILLER Jim Hoaan ELEVATION REFERENCE: Approx. 1.5' above road crown CASING: DIAMETER None Used SAMPLER: DIAMETER' TYPE 2" 0.0. X 2' Split Spoon GROUNDWATER DEPTH: IMMEDIATE 6.0' ORDER No. REPOAT No. HOLE No. ItLOWI UM'LlR CMlNG 1/1 3/4 4/5 7/8 7/6 617 5/5 6/6 417 8/11 7393.1 1 4 DATE STARTED DATE COMPLETED IiAMMER WT IiAMMER WT Water Tabl. SAMPLES WILL BE DISCARDED IN 60 DAYS UNLESS INSTRUCTED OTHERWISE. fOR"" 11. P SOIL CLASSIFICATION CRITERIA RELATIVE DENSITY SHEAR STRENGTH SAND CLAY SPT N-VALUE RELATIVE SPT N-VALUE UNCONFl ~ED COMP. CONSISTENCY (blo....s/ft.) STRENGTH (blo....s/ft.) DENSITY (tons/ft.2) 0-4 V. Loose <2 < 0.25 V. Soft 5-10 Loose 2-4 0.25-0.50 Soft 11-29 Medium 5-8 0.50-1. 00 Medium 30-49 Dense 9-15 1. 00-2.00 Stiff >50 V. Dense 16-30 2.00-4.00 V. Stiff 100/6" Refusal >30 >4.00 Hard PARTICLE SIZE DESCRIPTION MODIFIERS Boulder Cobble Gravel Sand Silt CLa:-- > 12 in. 3 to 12 in. 4.76mm to 3 in. 0.074mm to 4.76mm 0.005mm to 0.074mm <O.005mm o 5% 6 10% 11 20% 21 35% >35% Slight Trace Little Some And trace Maior Division. Group Typical Ctallfic.tiOfl ell'.... Sy"-II N..... c~ Cw' 060'0,0 0....... than .. WoU-gredod gr....._ U . i~ GW W".....I..nd mi II: tufft. .~ e lD JgI2 _~I Iittt, Of no finn i ::;~ji C.o 0'000110 8.M_ 1 _ 3 _ E i o . U~ I ~ iM~ Poorly gr_ ",_I. _ - ~2 u-a E .: GP SP'...,II-.ncI mix turn. o Cf.l.VI_lo Not meeting bom crit.,~ for GW ~ . 5. ~ littl, or no finn tQ,u-S Cl n ClClt~ ~ ci GM SillY ",..oil, W.."-I8nd- i ~2' r An_v limOlJ pIO, below "A" I.- An_v hm<lJ piotlong ,tz ~ ,- hi lilt mixtura iClCllDi Of" plllhCity i,.,... letI than .. in hitched _. .. . I ~ ! borderline dassiflCations ,;1.4: GC Cl........ gr....11, ll"_I-sand- 0.1 ! Atter_glim1b plot above "A" line feQuirine u. of dual . , clay millCturn . f. and pl.,;.:,ty """" fII..... 111.. 7 SV"-II OJ a ~. J, WelI-grodod sa__ ~ 8 I Cw o06QID,o OrN'" .n.. 6 SW V..,e1ly_. ~"'o8 ~ U littl, or no f.". g oZ", C 0 8......_1_3 i ~~I _ z 10 J 1011 eo - I Z 5 -. 51' I'o<<ly gr_ _ end W...oIly ~ ~~ Not ~trng bo$ Crttlr.. for SW . J jl: sandi. littl. or no f...... j 1#- HI SM Silty ".,-.d.. und....U mixtur. <3 iu~ Atterb<<, hml'ts plOt below "14." hnt I An..-berg IlmllS plotting -=I .:- or pI.,tetty il'lClP I.. th.... 4 in h.tched ... .... -.0 borderline dlSSl'tCMIOt'tI hu: II; Atterberglimitt P'ot aboY. '.A.. hAt r~utring use of duel SC C11yey sands. SIInd-clay mixt\lrft .... oil ....d plastfCity 1N:in gr.I'.r then 7 aymboll tnorgank: toiltl. vfI(Y fine 00 V . Ml anda. rock flour. ..Ity Of "...ASTICITY C-AIIlI '1 dU clayey fine und. .., :::.~::.'::';::~~:~ :.-::: lnorgenic clays 0' tow to ....ne(IItO... e -<. L~ t ~5 An..tIe_. I.'''''''' 0'01......... ...,Cft." ~~ Cl medium pl.s,jelly. grh'eI.V o. ....... bet......... rl_~.'oOft. ./ ; &~ clayl. sandy ClIVI. silty .~........... Df ...... __tt ,g. clays. I..n c1ayl lD..~'a" .' .. I_ /" il ~.... ", a 01;JtLL .. Orgenie lilts and ore-nic >0 / 11 Ol silty clays of low plasticity €> 1norgenic toil's. mIC.8C80UI 7. ./' t . i~S MH or diatol'ftK"eous fine sands 6 3 .. R or tilts. .I_tic lilts /' <J ._ c: .. ~ t i: 1'..... ~j"" ~ Ej9 Inorganic cl.VI of h91 .. ... !-.-.1fttII ~ . ~. CH plasticity. fat clayl -:' . " .If_ . .. :ro >0 o. .. 00 '. I. .. '00 ~....~ OH Organic clayl of medium LoO..."I..'...., to high plasticity H;gt>ly Orll"';': Soill PT P..t. muck. end other hifil1ly Visuel-M.,-,uaf Identification,.. ASTM Designehon 02488. or~nie soils .s...<I on ,h. rnlt'eri.1 P...inl the 3.in. (7S-mm.hl...... LIMITATIONS OF LIABILITY WARRANTY We warr.nt that the $ervice$ performed by Nutting Engineers of Florida, Inc. are con- ducted in a manner con$istent with that level of care .nd $kill ordinarily exercised by members of the profes$ion currently practicing under siailar conditions. NO OTHER WARRANTIES, EXPRESSED OR IMPLIED, ARE MADE. While the $ervices of Nutting Engineers of Florida. Inc. are a valuable and integral part of the design and construction teams. we do not warrant, guarantee, or in$ure the quality or complete- ness of services provided by other member$ of those teams, the quality, completenes$, or sati$factory performance of construction plans and specifications which we have not prepared, nor the ultimate performance of building site r.laterials. ANALYSIS AND RECOMMENDATIONS The geotechnical report i$ prepared primarily to aid in the design of $ite work and structural foun- dations. Although the information in the report i$ expected to be $ufficient for these purposes, it is not intended to determine the cost of con$truction or to stand alone a$ a construction specification. Report recommendations are based primarily on data from test borings made at the locations shown on a boring location drawing included. Soil variations may exist between boring$ and these variations may not become evident until construc- tion. If significant variations are then noted, the geotechnical engineer should be contacted so that field conditions can be examined and recommendations revised if necessary. Subsurface exploration is normally accomplished by test borings; test pits are sometimes employed. The method of determining the boring location and the surface elevation at the boring is noted in the report. This information is represented on a drawing or on the boring log. The location and elevation of the boring should be considered accurate only to the degree inherent with the method used. The geotechnical report states our understanding as to the location, dimensions and structural fea- tures proposed for the site. Any significant changes in the nature. design, or location of the site improvements MUST be communicated to the geotechnical engineer so that the geotechnical analysis, conclusions, and recommendations can be appropriately adjusted. SUBSURFACE EXPLORATION The bori~ log includes sampling information, description of the materials recovered, approxi- mate depth of boundaries between soil and rock strata and groundwater data. The log represents conditions specifically at the location and time the boring was made. The boundaries between dif- ferent soil strata are indicated at specific depths; however, these depths are in fact approximate and dependent upon the frequency of sampling. The transition between soil strata is often gradual. Water level readings are made at the times and under conditions stated on the boring logs. Water levels change with time and season. The bore- hole does not always remain open sufficiently long for the measured water level to coincide with the groundwater table. The geotechnical engineer should be given the opportunity to review all drawings that have been prepared based on his recommendations. CONSTRUCTION MONITORING Tests are performed in accordance with specific ASTM Standards unless otherwise indicated. All determinations included in a given ASTM Standard are not always required and performed. Each test report indicates the measurements and determina- tions actually made. Construction monitoring is a vital element of com- plete geotechnical services. The field engineer/ inspector is the owner's "representative" observ- ing the work of the contractor, performing tests as required in the specifications. and reporting data developed from such tests and observations. THE FIELD ENGINEER OR INSPECTOR DOES NOT DIRECT THE CONTRACTOR'S CONSTRUCTION MEANS, METHODS, OPERATIOIlS OR PERSONNEL. He does not interfere with the relation- ship between the owner and the contractor and, except as an observer. does not become a substitute owner on site. He is responsible for his own safety but has no responsibility for the safety of other personnel at the site. He is an important member of a team whose responsibility is to watch and test the work being done and report to the owner whether that work is being carried out in general conformance with the plans and specifications. LABORATORY ~~ FIELD TESTS ...,............ ; M E M 0 RAN DUM January 24, 1989 TO: BETTY BORONI, CITY CLERK FROM: TAMBRI J. HEYDEN, ASSISTANT CITY PLANNER RE: DELEGATION OF AUTHORITY LETTER FOR DUNKIN' DONUTS Attached herewith is the letter required and referenced in my January 18, 1989 memo for the Dunkin' Donuts conditional use application that delegates authority to Daniel Hurtak to represent PHLD Partnership. d~-~~ TAMBRI J. HEY ~ TJH:ro Attachment DELE REALTY INC. Complete Real Estate Service January 19, 1989 To whom it may concern: I, Dennis Punches acknowledge that Daniel C. Hurtak is my general p~rtner and manager of P H L D Part~ nership and I give him all authorization to sign all papers. Cordially 2)~ (~(J~~. Dennis G. Punches ~~~f tW Daniel C. HUrtak SWORN TO AND SUBSCRIBED before me this / p:EY day of January, 1989. C' -,,~: ~~:'J:'.' '" MY COMMISSION EXPIRES: , 7 t,:- " ~!. Pl.! .; ) ~ ( , ;."': ;", ;., ';.~, f r 'l ,) i, ./ ..~ l 13800 N.W 19 Ave. / Miami, Fla. 33054/ (305)685-2371 lH NATIONAL ASSOCIATION OF REALTORS' RFAIT()R' G E 0 R <:; E C. D A V I S ..7{rchitect Memb... of The Am...ican Imstilute of Architects 1100 SOUTH FEDERAL HIGHWAY. BOYNTON BEACH. FLORIDA 33435 P. O. BOX 1000. Phone 732-6154 January 31st, 1989 Jim Golden Planning and Zoning Boynton Beach Flori da Dear Jim, Please accept the attached revised documents concerning my Dunkin Donuts (PHLD Partnership) submission. Pages 9 and 10 of the conditional use application have been corrected to the true figures; site plan has been amended to show one additional parking space, for a total of nineteen. cerely, GCD/bdb M E M 0 R AN DUM TO: Mr. Carmen Annunziato City Planner FROM: Betty Boroni City Clerk RE: January 26, 1989 Planning & Zoning Board Meeting of 2/14/89 DATE: Attached please find a copy of the following advertisement scheduled to be published in The Post on February 3, 1989 for the Planning & Zoning Board meeting of February 14, 1989: NOTICE OF PUBLIC HEARING: Conditional Use for Dunkin' Donut ~~~ Betty Boroni pc "If 'l,::",'t' Attachment cc: City Manager l1C1G1~.~D '0 '- ,~- V j.': J,:'"- . ....... J~l't 2/1 1'389 .,. " nI.J'\' p\J\N\-'.\I"'..;.l LJ ~ '" ,. f ~ M E M 0 RAN DUM TO: Miss Tambri Heyden Planning Dept. DATE: January 25, 1989 FROM: Sue Kruse Deputy City Clerk RE: Dunkin Donuts Application We are forwarding herewith a copy of the additional property list required for the conditional use application submitted by George Davis for Dunkin Donuts. Yesterday the additional labels were submitted and they have been verified and the application is being processed in time for the February 14 meeting. "~~ """'-"'Il~D' E ~ t..... '1. ' .. ,1 , ij4 \1 \14 \\ . "'.1.. '. ~, ~j:...i"..J"'-" JAN 25 1989 DEPT. PLANn\l~G - ; MEMORANDUM August 30, 1988 TO: FINANCE DEPT. FROM: JAMES J. GOLDEN RE: PROCESSING OF CHECKS Attached please find the following checks: James McManus, for Cas a Blanca, Site Plan, in the amount of $350.00; David Beasley, for Hunters Run Tract M, SPM, in the amount of $200.00; First Oxford Development Co., for Mariner's Way, SPM, in the amount of $200.00; Jack Makransky, for Hunters Run Tract I "Essex" SPM, (Pump House) and also Hunters Run SP (Driving Range Bldg.), in the amount of $500.00; Burkhart Services Inc., Environmental Review Permit Application, in the amount of $300.00; Omni Development Corp., for Safe Keeping Self-Storage, Site Plan, in'the amount of $300.00; Quantum Associates, Site Plan, in the amount of $300.00; George Davis, for Dr. Snyder/Hodes, Site Plan Modification, in the amount of $200; ~eorge Davis, for Dunkin Donuts, Site Plan, in the amount of $300.00; Heery International, Inc., for Motorola, site Plan Modification, in the amount of 200.00; Coscan of Florida, for Quail Run, Site Plan Modification, in the amount of $150.00; Coscan of Florida, for Quail Run, Site, Plan Modification, in the amount of $50.00; D.R. Associates, for Cross Creek Ctr, site Plan Modification, in the amount of $200.00; Florida Eye, for Dr. Chua Eye Clinic, Site Plan Modification, in the amount of $200.00; Hasco Management Corp., for Meadows 300 Tract M Meadowlake, in the amount of $200.00; High Ridge Country Club, site Plan Modification, (Building expansion and parking changes) in the amount of $200.00. National Property Analysts, Inc., for Causeway Square, Site Plan Approval, in the amount of $350.00. Peacock & Lewis, for st. Joseph's Episcopal Church, Site Plan, in the amount of $350.00. Account numbers for deposit are indicated on the back of the checks. -J:;j~G~ JJG:ro cc Central File -- HU REAlJY INC. Complete Real Estate Service January 19, 1989 To whom it may concern: , I, Dennis Punches acknowledge that Daniel C. Hurtak is my general p~rtner and manager of P H L D Part- nership and I give him all authorization to sign all papers. Cordially 2!~ C~ P ~-<-. . Dennis G. Punches ~~~1 t lk~ Daniel C. HUrtak SWORN TO AND SUBSCRIBED before me this / j gJ.-' day of January, 1989. l>' ..:i: :~~; 1" " MY COMMISSION EXPIRES: , : c', "I!~I.: .; \'( . ) " , . ~ , : j.! i ' 1 ... i. ~". 13800 N.W 19 Ave. / Miami, Fla. 33054/(305)685-2371 m NATIONAL ASSOCIATION OF REALTORS. RFAITnR' M E M 0 RAN DUM January 18, 1989 TO: BETTY BORONI, CITY CLERK FROM: TAMBRI J. HEYDEN, ASSISTANT CITY PLANNER RE: DUNKIN' DONUTS (DRIVE-THROUGH)-CONDITIONAL USE APPLICATION Accompanying this memorandum you will find a copy of a conditional use application and related documents for a drive- through facility at a proposed Dunkin' Donuts restaurant. Also enclosed is a check for $300.00 to cover the review and processing of this application. The conditional use fee is $600.00, however, a check for $300.00 had been deposited August 30, 1988 for a site plan for Dunkin' Donuts which did not complete the review process and the fee was not refunded. A letter of proof that Daniel Hurtak has the delegated authority to represent PHLD Partnership has not yet been submitted and will be forwarded to your office upon receipt. Please advertise this request for a public hearing before the Planning and Zoning Board at the February 14th, 1989 meeting and before the City Commission at the February 21, 1989 meeting. /\ .~~ /~, . TAMBRI J. HEYDE TJH:ro Attachments DUNK MEMORANDUM To: Carmen Annunziato, Planning Directocy; John A. Guidry, Director of Utiliti September 7, 1988 From: Date: Subject: TRB Review - Dunkin Donuts - Site Plan We offer the following comments on this project: 1. Water and sewer services to the site are not shown. These must be indicated. 2. The existing sewer mains on the neighboring parcel are not contiguous to the property line, and their easement may also not be contiguous, which may prevent access unless appropriate easements can be obtained. cmd bc: Peter Mazzella M E M 0 RAN DUM January 23, 1989 TO: BETTY BORONI, CITY CLERK FROM: TAMBRI J. HEYDEN, ASSISTANT CITY PLANNER RE: TRANSMITTAL OF TWO (2) CHECKS FOR DUNKIN' DONUTS AND CLUB TIFFANY Attached herewith are the two checks referenced in my memo dated January 18, 1989 ($300.00) for Dunkin'Donuts (this was not available to transmit as was indicated in that memo) and in my memo dated January 19, 1989 ($200.00) for Club Tiffany. ,. ~ .J~ (), ~ TAMBRI J. HEY~N TJH:ro Attachments MITTAL . . . S' c:;.' S' < pot' .---- . .... .' " . . _.-:..---- .... o' .... ,: . ..... .. ". ",. ".. ... ..... " . . . . .. . . '1 . . , . . . . . . . . ~ . I: . . '" . \ - .', . ./ ,'" . " . .r · . . . . ,~ . ~.... . ..- . ~.. . ..... .... . ..- . . . . . . . .. .. . 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I - :I: 04 . ... o . .. o .. .. . .. .. o ... .. -.------ o . .. .. .. .. ... .. - o o o . .. o .. . o ~ ... P- O . - o :. . ... .. e ,. . . . ... . ,. r- . " ... e . ... ... ... ... ~ . -c III I . . 11 .. IV" ...- .... ..... -.. P~tricia A. Sullivan :/8'05 S.W. 1st Ave. , . Boyn ton Beach, Fl. 33426 Clayton and Carolyn Smain 215 S.W. 8th St. Boynton Beach, Fl. 33426 Lake Worth Drainage District RR 1 Box 711 De1ray Beach, Fl. 33445 Standard Oil Co. c/o Chevron USA, Inc. Prop. Tax Dept./P.O. Box 285 Houston, Texas 77001 Mobil Oil Corp. c/o Mobil Admin. Servo Co. Inc. Prop. Tax. Div. P.O. Box 290 Dallas, Texas 75221 Martin Shelby D. Tr. P.O. Box 694031 Norland Station Miami, Fl. 33269 Fair Lanes Boynton Beach Properties, Inc. 1112 N. Rolling Road Baltimore, Maryland 21228 Southeast Bank NA c/o Gunster et al 777 So. Flagler Dr. #500 West Palm Beach, Fl. 33401 Phoenix Enterprises Beach, Inc. P.O. Box JJ Boynton Beach, Fl. of Boynton 33425 A.R. and Barbara V. Engemann 2000 S.W. 20th Place Boynton Beach, Fl. 33426 Leisureville Lakes "A" 1114 Lake Terrace Boynton Beach, Fl. 33435 John and Anne Ilich 57 Meadow Road #101 Montrose, N.Y. 10548 :t William Dobbins 1114 Lake Terrace 102 Boynton Beach~ Fl. 33426 William Baehrel 1114 Lake Terrace # 103 - A Boynton Beach, Fl. 33426 Glenhurst Developments Inc. c/o 160844 Canada Inc. P.O. Box 12 - Ste-Dorothee Laval Que Canada H7X 1T4 Florida National Bank of Palm Beach County Corp. Tax Dept P.O. Box 889 Jacksonville, Fl. 32201 .' l\~'.,' Santigo and Od~~ia Ornelas 420 Hoadley Rql~ Boynton Beac;~', 1Ft. 33426 '\ ' ,II .Newton South ~~d. 2200 South Oce.~{'Lane #3101 Ft. LauQerdal~~',Fl. 33316 .;; , ~ :'.' I '" \j' ,: "'~ ' :' jj.~~~';.'ll. . .' 't.".; ~ 41 Ernest Klatt' ,:~, '; 'i 1~'; I ~ P.O. Box 1477' \",'1 Boynton Beach~'Fl. 33425 ."--~"'''--:-~ --::II1II " Howard Scha'rli,n, , 1399 S.W. 1st Avenue . Miami, Fl. 3,.:n 30 . ~ ~ ' i' , ".' ;1 \ '. ~ "'Barbara Loiselle \' ", I 721. "S..W..' Lake 'Ct. >#109 33064,", ;.,': Bpyn't~:m ,Bea~h, 'f,l.' 33426 ,~.I,'.',.; .': .,',' ',',' ',:."~, '::""~", .,' . . . '\': ,.i. ; . . , 'q .'f I ~ ~ .', { ~ j ;.;..~I , .." :11~ 1,;141 ~ II' , ':. t. . ;lJ'. John and Marina.il',Jackson John and ana Jackso;n 108 Brookwood Dr;' Athens, AL 35$11. ,..,,,, . Baker's Dozen Inc. 2010 N.E. 32nd Court Lighthouse Point, Fl. William and Luisa'Bosso P.O. Box 9936 ' Ri viera Beach, Fl. '33419 R.M. and Gretchen Brown 615 Iron City Drive Pittsburgh, PA. 15205 Caldos Adult Comm~nity Inc. c/o Palm Beach Leisureville Comm. Assoc. 1007 Ocean Drive Boynton Beach, Fl. 33426 R.M. and Gretchen Brown 1600 St. Georges Ave. P.O. Box 56 Rannay, N.J. 07065 .,'. ,,'II' , Daniel and Elizabeth Payne 721 S.W. Lake Ct. #111 Boynton Beach, FL, 33426 .. . ,'f , . ",-:" ',-" I- ',. t, ., :, t'. " , ',', 't Cross Creek Assoc. . 515 North Flagl~r Drive Suite 501 I West Palm Beach,Fl_ 33401 7 l ~ , i ~ Rosemarie PetersOn 430 Hoadley Road Boynton Beach, Florida 33426 of- ~; ,..-. -~ Agnes Denqual 104 Rt. 46 Elmwood Park, N.J. 07407 John & Martha Budd 100 Chestnut Terr. Rockaway, N.J. 07866 Arthur and Evelyn Short 1111 Lake Terrace #212 Boynton Beach, Florida 33426 Virginia I. Schuler 1117 Lake Terr. #107 Boynton Bch., Fl. 33426 Beatrice Townley 1113 Lake Terr. #101 Boynton Beach, Fl. 33426 Jerome HcAlevey 320 Hest 81 St. New York, N.Y. 10024 John L. Burns 1113 Lake Terr. #102D Boynton Bch., Fl. 33426 Louis Prete 1117 Lake Terr. #109 Boynton Bch., Fl. 33426 Hi Ida Nalle 1113 Lake Terr. #103D Boynton Bch., Fl. 33426 Marie Huyge 1117 Lake Terr. #110 Boynton Bch., Fl. 33426 Marion Bedell 1113 Lake Terr. #104 Boynton Bch. Fl. 33426 Russell & Marie Riddell 1117 Lake Terr. #111 Boynton Bch., Fl. 33426 Emily Muss 1113 Lake Terr. #105D Boynton Bch., Fl. 33426 Robert & Gloria Norris 20 I'loro Dr. Mercerville, N.J. 08619 Bibiane Hettiger & Theresa Smalley 1113 Lake Terr. #106D Boynton Bch., Fl. 33426 Eleanor Treadwell 2022 Collier Ave. Lake Worth, Fl. 33461 Isabella Bennett 1113 Lake Terr. #107 Boynton Beach, Fl. 33426 Hazel Mezzadri 1117 Lake Terr. #202F Boynton Bch., Fl. 33426 Kathleen Thornton Michael Andrews 1113 Lake Terr. #207D Boynton Bch., Fl. 33426 Fred & Robert Schwarz 1005 ;.Jaurice Ave. Rannay, N.J. 07065 Ruth Murphy 1113 Lake Terr. #208D Boynton Bch., Fl. 33426 Ann Cleary 1117 Lake Terr. #204F Boynton Bch., Fl. 33426 Joseph and Rose Vattiato 1113 Lake Terr. #209D Boynton Bch., Fl. 33426, Edward & Helen Morrissey 1117 Lake Terr. #205 Boynton Bch., Fl. 33426 James and Anna Cree 1113 Lake Terr. #210D Boynton Bch., Fl. 33426 Lucy Kendall 1117 Lake Terr. #206 Boynton Bch., Fl. 33426 Jerry and Helen Kubacek 1113 Lake Terr. #211D Boynton Bch., Fl. 33426 L. & Edna Chancey 1117 Lake Terr., #207F Boynton Bch., Fl. 33426 Elaine Covill & Alice Lanni 177 Preston Ave. Cranston, R.I. 02920 Paul & Angelina Vattiat 1117 Lake Terr. #208 Boynton Bch., Fl. 33426 Robert Heber 4 Chippenham Ct. Rocky River, OH. 44116 Ann Bartnick 1231 Dolphin Rd. Riviera Bch., Fl. 33404 Charles Riley 1845 19 Ave. Moline, IL. 61265 George Thomas 1117 Lake Terr. #210F Boynton Bch., Fl. 33426 D. Orazio G. & Santina B. 1115 Lake Terr. #103E Boynton Bch., Fl. 33426 Emily Hodgson 1117 Lake Terr. #211F Boynton Bch., Fl. 33426 Ena Flannagan 1115 Lake Terr. #104E Boynton Bch., Fl. 33426 Benjamin & Lillian Adelman 1117 Lake Terr. #212F Boynton Bch., Fl. 33426 William Stone 1115 Lake Terr. #105E Boynton Bch, Fl. 33426 Sa bj na Ti ngle 1116 Lake Terr. #207 Boynton Ech.,' fl. 33426 Vera Scott & Carol Drury 174 Birchwood Rd. Coram, N.Y. 11727 L.A. & Ruth Landry 1116 Lake 'f Boyntpn Ech., Fl. 33426 -' L.A. & Ruth Landry 1116 Lake Terr. #209G Boynton Bch., Fl. 33426 Julius & Paula Chiarillo 97 Blakeslee St. Bristol, CT. 06010 Dorothy Snyder 1116 Lake Terr. #2llG Boynton Bch., Fl. 33426 George & Sophie Leder 1116 Lake Terr. #2l2G Boynton Bch., Fl. 33426 Elizabeth & Edwin Steinmann 1116 Lake Terr. #2l3G Boynton Bch., Fl. 33426 C.B & Rae Yeager 1116 Lake Terr. #21~G Boynton Bch., Fl. 33425 AU ce Freund 1116 Lake Terr. #2l5G Boynton Bch., Fl. 33426 Vi rginia I'icKenna 1116 Lake Terr. #216G Boynton Ech., Fl. 33426 Gilbert Taukert 1116 Lake Terr. #112G Boynton Bch., Fl. 33426 Elizabeth Martin 1116 Lake Terr. #l13G Boynton Bch, Fl. 33426 Raymond & Grace Raygor 1116 Lake Terr. # 114G Boynton Bch., Fl. 33426 Dorothy Mayhew 1116 Lake Terr. #115G Boynton Bch., Fl. 33426 Francis & Lillian Costello 1116 Lake Terr. #116G Boynton Bch., Fl. 33426 Ruth Rabold & Iva Cole 35990 Madison St. Richmond MI. 48062 Albert & Helen Siminske 262 W. Hazeltine Ave. Kenmore, N.Y. 14217 Ann Smith 1116 Lake Terr. #203G Boynton Bch., Fl. 33426 ,...... -.; Frank LiPuma 1116 Lake Terr. #204 Boynton Bch., Fl. 33426 William & Joan Burns 44 White Oaks Rd. Hyde Park, N.Y. 12538 Charlotte Donaldson 1116 Lake Terr. #206G Boynton Bch., Fl. 33426 Vivian Thompson 1116 Lake Terr. #101G Boynton Bch., Fl. 33426 Eugene & t1argaret Eolnar 1116 Lake Terr. #102G Boynton Bch., Fl. 33426 Harold, Bessie, Harold III -- Weller 36035 Washington St. Richmond 111. 48062 Richard & Margaret Remmett 1116 Lake Terr. #104G Boynton Bch., Fl. 33426 Stella Le Brun 1116 Lake Terr. #105G-Box 5C Boynton Bch., Fl. 33426 Mary Parrott 1116 Lake Terr. #106G Boynton Bch., Fl. 33426 Rose Taranto 45 Ridgewood Ave. Staten Island, N.Y. 10312 Ralph, Phyllis & Robert Burns , 1116 Lake Terr. #108 Boynton Bch., Fl. 33426 Pearl Charlton 1116 Lake Terr. #109 Boynton Bch., Fl. 33426 R.B. & Mary Holland 18 Meadoway-Candlewood Knol New Fairfield, Ct. 06812 William & Rosemary Brennan 1116 Lake Terr. #111G Boynton Bch., Fl. 33426 '1ary Li ndner li13 Lake Terr. #108 Boynton Bch., 'Fl. 33426 " Angelina Papandrea 32 Birchwood Road Coran, N.Y. 11727 Albert Sottile 1113'Lake Terr. #llOC Boynton Bch., Fl. 33426 Harriet Baer 1113 Lake Terr. #lllD Boynton Bch, Fl. 33426 Michael & Catherine Ferrara 1113 Lake Terr. #112D Boynton Bch, Fl. 33426 Flora Gunning 1113 Lake Terr. #201D Boynton Bch. Fl. 33426 Mabel Donahue 1113 Lake Terr. #202D Boynton Bch., Fl. 33426 Kenneth McCann & Alice McCann 47 Belvedere Cir. Lowell, MA 01852 Alice McKenna 1113 Lake Terr. #204D Boynton Bch, Fl. 33426 Madeline Cochick 1113 Lake Terr. #205D Boynton Bch., Fl. 33426 Patrick and Edna Rowe 1113 Lake Terr. #206D Boynton Beach, Fl., 33426 Sophie Casey 1115 Lake Terr. #205 Boynton Bch., Fl. 33426 Calvin and Sarah Dolsay 1115 Lake Terr. #206E Boynton Bch., Fl. 33426 Alice Hurphy 1115 Lake Terr. #207 Boynton Bch., Fl. 33426 Leo & Dorothy Carlen 2239 Hawthorne Rd. Grosse Pointe Woods, MI. 48236 Christine Mason 1115 Lake Terr. #209E Boynton Bch., Fl. 33426 Robert & Marceline Allard 1301 S.W. 27th Ave. #211 Boynton Bch., Fl. 33426 Walter Saunders 1115 Lake Terr. #101F Boynton Bch., Fl. 33426 Ruth Baker & Violet Sela 1117 Lake Terr. #101F Boynton Bch., FI.mm33426 ""'" "'.9 E. & Solange Graewe 672 Martense Ave. #102 Teaneck, N.J. 07666 W.L. & Doris Brockett 6 Lanphier Rd. #103 Branford, CT. 06405 Francis & Ruby Parker P.O. Box 4 Pastings ONto Can. Kol. 1YO Estelle Scheier 160 West End Ave. #lM New York, N.Y. 10036 Michael and Irene Paicopolos 57 Gov. Winthrop Rd. Somerville MA. 02145 Mitchell & Theresa Cwiek 1115 Lake Terr. #108 Boyn~on Bch., Fl. 33426 Elaine Covill & Alice Lanni 70 Royal Ave. Cranston R.I. 02920 George & Helen Chapman 398 Trimmer Rd. Spencerport, N.Y. 14559 Agnes Bendual 104 Rt. 48 Elmwood Park, N.J. 07407 Alden Harvey 1115 Lake Terr., #lllE Boynton Bch., Fl. 33426 Geraldine Raph 4276 Beverly Ct. Rd. Allentown, PA. 18104 Thomas & Kathleen Clemens 6 Harlin Rd. Brewster, N.Y. 10509 John Brunovsky 809 S.W. 6 Ave. Boynton Bch., Fl. 33426 Cyril & Anna Brunovsky 1115 Lake Terr., #204 Boynton Bch., Fl. 33426 . - - .::::-------. NOTICE OF PUBLIC HEARING George C. Davis, Architect, agent, for PHLD Partnership, owner, requested the following parc~l be considered for CONDITIONAL USE to construct a RESTAURANT WITH DRIVE-THRU WINDOW at the following location: Legal Description: A parcel of land situate, lying and being in the N.W. ! of Section 29, Township 45 south, Range 43 east, Palm Beach County, Florida, more particularly described as follows: Address: Commencing at the N.W. corner of said Section 29 and run South 0057'29" east along the west line of Section 29, a distance of 322.06 feet to a point in the south right-of-way line of SR 804, thence north 87054'06" east, along said right- of-way line 588.51 feet to the point of beginning; thence continue along last described course 125 feet to a point; thence south 0057'29" east, a distance of 125 feet to a point; thence south 87054'06" west, a distance of 125 feet to a point; thence north 0057'29" west a distance of 125 feet to the point of begi~ning. 1194 West Boynton Beach Boulevard Boynton Beach, FL Applicant: PHLD Partnership "". Agent: George C. Davis, Architect Owners: PHLD Partnership Project: Dunkin' Donuts Restaurant with Drive-Thru Window A HEARING BEFORE THE PLANNING & ZONING BOARD WILL BE HELD AT CITY HALL, PRIME BANK PLAZA, 211 SOUTH FEDERAL HIGHWAY, COMMISSION CHAMBERS, ON TUESDAY, FEBRUARY 14, 1989 at 7:30 P.M. ALSO A PUBLIC HEARING IS SCHEDULED BEFORE THE CITY COMMISSION, CITY HALL, PRIME BANK PLAZA, 211 SOUTH FEDERAL HIGHWAY, COMMISSION CHAMBERS, ON TUESDAY, FEBRUARY 21, 1989 AT 6:30 P.M. OR AS SOON THEREAFTER AS THE AGENDA PERMITS, ON THE ABOVE REQUEST. All interested parties are notified to appear at said hearings in person or by attorney and be heard. Any person who decides to appeal any decision of the Planning & Zoning Board or City Commission with respect to any matter considered at these meetings will need a record of the proceedings, and for such purpose, may need to ensure that a verbatim record of the proceedings is made, which record includes the testi- mony and evidence upon which the appeal is to be based. BETTY S. BORONI, CITY CLERK CITY OF BOYNTON BEACH cc: Mayor and City Commissioners City Manager City Attorney City Manager's Secretary Recording Secretary Town of Ocean Ridge PUBLISH: THE POST February 3, 1989 , ! I / M E M 0 RAN DUM February 8, 1989 TO: CHAIRMAN AND MEMBERS, PLANNING AND ZONING BOARD FROM: CARMEN S. ANNUNZIATO, PLANNING DIRECTOR RE: DUNKIN' DONUTS RESTAURANT-CONDITIONAL USE APPLICATION FOR DRIVE-THROUGH FACILITY Summary: George Davis, agent for PHLD Partnership, is requesting conditional use approval for a Dunkin' Donuts restaurant with drive-through facilities to be located on a vacant parcel on West Boynton Beach Boulevard, approximately 500 feet east of the intersection of Congress Avenue and West Boynton Beach Boulevard. The .36 acre parcel is zoned C-3, Community Commercial. Restaurants with drive-through facilities are permitted in the C-3 zoning district subject to conditional use approval. Surrounding Land Uses and Zoning (see attached map): Abutting the subject parcel to the north is the Boynton Beach Boulevard right-of-way. Further north across Boynton Beach Boulevard is The Villager Shopping Center, zoned C-3. Abutting the subject parcel to the east is a 78 foot strip of land providing access to Fair Lanes bowling alley to the rear (south) of the subject parcel. Further east is Leisureville Lake Condominiums zoned R-3, Multi-family Residential. Abutting the subject parcel to the west is Leisureville Plaza shopping center. Proposed Use (see attached site plan): The applicant is proposing to construct a 1,900 square foot Dunkin' Donuts restaurant. Under the proposed layout and design of the parcel, the drive-through window would be located on the east side of the building, facing away from Boynton Beach Boulevard. The drive-through entrance would be located at the northwest corner of the building, with the exit located at the northeast corner of the building. The main entrance to the building would be located on the north side facing Boynton Beach Boulevard. Standards for Evaluating Conditional Uses: Section 11.2.D of the Zoning Regulations contains the following standards to which conditional uses are required to conform. Following each of these standards is the Planning Department's evaluation of the application as to whether it would comply with the particular standard. The Planning and Zoning Board and City Commission shall consider only such conditional uses as are authorized under the terms of these zoning regulations, and, in connection therewith, may grant conditional uses absolutely or conditioned upon the faithful adherence to and of fulfillment of such restrictions and conditions including, but not limited to, the dedication of property for streets, alleys, and recreation space, and sidewalks, as shall be necessary for the protection of the surrounding area and the citizens' general welfare, or deny conditional uses when not in harmony with the intent and purpose of this section. In evaluating an application for conditional use, the Board and Commission shall consider the effect of the proposed use on the general health, safety, and welfare of the community, and make written findings certifying that satisfactory provision has been made concerning the following standards, where applicable: 1. Ingress and egress to the subject property and proposed structures thereon, with particular reference to automobile and pedestrian safety and convenience, traffic flow and control, and access in case of fire or catastrophe. -2- Access to the proposed restaurant would occur by way of an ingress-only driveway at the northwest corner of the parcel. This driveway wraps around the west, south and east sides of the building, a one-way traffic flow pattern, to an egress-only/no left turn driveway at the northeast corner of the parcel (proper signage of these one-way drives will be needed-see Police Department memo). This driveway functions as not only an access aisle and necessary back up for the parking spaces along the west and south property boundaries, but the drive-through lane to serve the drive-through window, within which stacking of cars will occur. A separate pass by lane has been provided adjacent to a portion of the drive-through lane on the east side of the building where the window is to be located. This pass by lane will enable restaurant patrons, service vehicles, and drive-through customers who wish to pullout of line for either emergency reasons, or having reconsidered using the drive-through facility, to egress the site without interfering with the drive-through lane traffic flow. The Public Works Department, however, will need to have the pavement width increased from 18 feet to 20 feet adjacent to the drive-through window to enable sanitation trucks to safely pass vehicles waiting in the drive-through lane. This will mean that the building and pavement area on the west side of the building will have to be shifted 2 feet to the west where the 2 feet can be accommodated between the western property boundary and the parking spaces in this area (see Public Works Department memo). With respect to access to the site from Boynton Beach Boulevard, there is an existing median cut approximately 18 feet west of the proposed entrance drive to Dunkin' Donuts. This median cut is used primarily to access a Leisureville Plaza driveway that is approximatley 47 feet west of the Dunkin' Donuts entrance. It was realized that there may be some safety concerns associated with a u-turn movement at this median cut which is necessary to access the site from the east, compounded by the available frontage (125 feet), limited size (.36 acres) of the parcel, the number of existing driveways in close proximity to each other in this vicinity of Boynton Beach Boulevard and the unwillingness of the adjacent property owner (Fair Lanes bowling alley) to grant Dunkin' Donuts a cross access agreement. However, the applicant has previously submitted several design alternatives, of which this scheme is the most viable. It should be noted the Police Department has expressed the need for the applicant to supply traffic data to analyze any significant traffic generation differences if the site were developed for restaurant use vs. a restaurant with a drive-through facility. 2. Off-street parking and loading areas where required, with particular attention to the items in subsection D.1. above, and the economic, glare, noise, and odor effects the conditional use would have on adjacent and nearby properties, and the City as a whole. Prior to the Technical Review Board meeting on February 2, 1989, the applicant submitted a revised site plan showing a slightly reduced square footage and an additional parking space needed to meet the parking requirement based on a gross floor area calculation. With the revised site plan showing 19 parking spaces, adequate off-street parking has been provided for the use limited to a maximum seating capacity of 47 seats. With respect to parking space convenience and traffic flow, a car backing out of one of the angled spaces along the south property line could be momentarily delayed when more than 2-3 cars are stacked in the drive-through lane due to the overlapping design of the back up and the drive- through lane (previously discussed in section 1 above). -3- In reference to the economic, glare, noise and odor effects the conditional use may have, Dunkin' Donuts restaurants operate 24 hours a day, 7 days a week. Noise would be generated from vehicles entering the site and waiting in the drive-through lane, car doors slamming, car radios playing and from human voices. The ordering station itself would be plainly audible for up to 200 feet. Since the proposed location for the menu board where orders are placed is on the east side of the building, approximately 100 feet from Leisureville Lake Condominiums, it is strongly recommended that the menu board be moved to the west side of the building. 3. Refuse and service areas, with particular reference to the items in subsection D.1 and D.2 above. A dumpster is proposed to be located along the south property line towards the southwest corner of the site; in close proximity to several existing dumpsters on adjacent properties. The Public Works Department has indicated that to service the proposed dumpster, sanitation vehicles would have to be rerouted onto Boynton Beach Boulevard and loop around, as they would not be able to service the Leisureville Plaza dumpsters, exit onto Boynton Beach Boulevard and maneuver into the Dunkin Donuts driveway that lies within 47 feet of the Leisureville Plaza exit/entrance drive (see Public Works Department memo). The Public Works Department further stated at the Technical Review Board meeting that although looping back onto Boynton Beach Boulevard is not ideal or preferable, it was the only solution possible with the parcel's development constraints. 4. Utilities, with reference to locations, availability, and compatibility. The Utilities Department has indicated that sewer and water service locations, sizes and materials information has not been provided (see Utilities Department memo). 5. Screening, buffering, and landscaping with reference to type, dimensions and character. The proposed screening, buffering and landscaping meets the requirements of the zoning and landscape regulations respectively. Additional screening is recommended for the proposed rooftop mechanical equipment particularly due to the visibility from the second floor of Leisureville Lake Condominiums. The Urban Design plan for Boynton Beach Boulevard recommends that the proposed Royal Palms be spaced 30 feet on center. It is recommended that the Royal Palms be aligned as consistently as possible with the Boynton Beach Boulevard design guidelines. 6. Signs and proposed exterior lighting, with reference to glare, traffic safety, economic effect, and compatibility and harmony with adjacent and nearby properties. The signs proposed are in accordance with the sign code with the exception of the location of the directional signs which will need relocating. There is also a potential problem with the sign height proposed and a light pole located within an easement where there are overhead power lines. A revised lighting plan will be needed that corresponds with the revised site plan due to a minor conflict with a light pole location and the additional parking space that was added. It is also recommended that the light proposed on the east side of the site be shielded from the residential property to the east (Leisureville Lake Condominiums). -4- 7. Required setbacks and other open spaces. The proposed building setbacks exceed the requirements of the C-3 zoning regulations. 8. General compatibility with adjacent properties, and other properties in the zoning district. The proposed use of the parcel would be compatible with other uses on adjacent properties. It is not anticipated that the proposed drive-through facility will result in the creation of any adverse impacts. The nearest residentially-zoned property (Leisureville Lake Condominiums) is approximately 78 feet to the east separated from the subject property by a fence, Australian Pine hedge and the paved access drive to Fair Lanes Bowling alley. It should also be noted that restaurants without drive-through facilities are permitted uses in the C-3, Community Commercial, zoning district without requiring conditional use approval. Therefore, should the drive-through facility be denied, a restaurant would be permitted, as well as any other use listed in the C-3 zoning regulations, subject to site plan approval. 9. Height of buildings and structures, with reference to compatibility and harmony with adjacent and nearby properties, and the City as a whole. The proposed building is a one-story structure which is compatible with surrounding land uses. 10. Economic effects on adjacent properties and the City as a whole. It is not anticipated that the proposed drive-through expansion would have an adverse impact on property values in the vicinity, or would impair the developability of these properties. Comprehensive Plan Policies The following Comprehensive Plan Policies are relevant to this Conditional Use application: "Provide a suitable living environment in all neighborhoods." (p. 7) "Provide a range of land use types to accommodate a full range of services and activities." (p. 7) "Eliminate existing and potential land use conflicts." (p. 7) "Encourage the development of complementary land uses." (p. 7) "Encourage the development of commercial land uses where accessibility is the greatest and where impacts to residential uses are minimized." (p. 7) "Provide for efficient and safe movement within the City." (p. 7) Conclusion/Recommendation: The proposed use and development of the property would be compatible with the surrounding neighborhood and would be consistent with Comprehensive Plan Policies. Although it is realized that the two insurmountable issues in developing this site as a restaurant with drive-through facilities (which would also be the case if the site were developed as a restaurant) are I I -5- driveway access and the close proximity of the proposed driveways to existing driveways on Boynton Beach Boulevard in this vicinity making sanitation service and westbound turn movements difficult, the Planning Department recommends that this conditional use application be approved, subject to the recommendations made in this memorandum and the attached comments from the Building Department, Engineering Department, Utilities Department, Police Department, Public Works Department, Planning Department and the Forester/Horticulturist. c~ ~...2f CARMEN S. ANNUNZIA CSA:ro DUNKIN31 Central File