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HomeMy WebLinkAbout2018 02 12 Public Hearing 400 Octopus Car Wash Conditional Use, Final Engineering, and Aesthetic Review PlansCOMMISSION AGENDA ITEM 400 February 12, 2018 Regular Meeting Informational Consent Public Hearings X Regular KS City Manager is Department REQUEST: The Community Development Department requests that the City Commission hold a Public Hearing to consider the 1) Conditional Use Application, 2) Final Engineering Plans, and 3) Aesthetic Review Plans for Octopus Car Wash located at 510 W SR 434. SYNOPSIS: The City of Winter Springs Community Development Department has received a Conditional Use application and Final Engineering, and Aesthetic Review Plans for Octopus Car Wash, a renovation of the existing car wash operation consisting of a new 6,271 square -foot building located on a 1.56 acre parcel located at 510 W SR 434. CONSIDERATIONS: APPLICANT AND PROPERTY INFORMATION: Applicant/Property owner's name(s): Wilsec Holdings LLC . Property addresses: . Property Parcel ID numbers: . Current FLUM Designation: . Current Zoning Designations 510 W SR 434 34- 20- 30 -5AV- 2500 -OOAO Commercial C -1 (Neighborhood Commercial) . Development Agreements (if any): Not applicable Public Hearings 400 PAGE 1 OF 5 - February 12, 2018 . Pending Code Enforcement Actions (if any): Not applicable . City Liens (if any): Not applicable APPLICABLE LAW, PUBLIC POLICY, AND EVENTS: Home Rule Powers Winter Springs Code of Ordinances City of Winter Springs Comprehensive Plan DISCUSSION: Summary: Wilsec Holdings, LLC is seeking to rebuild the existing car wash at 510 West S.R. 434. The existing car wash, named "Mr. Big's Super Car Wash," currently is primarily a self - service car wash consisting of a series of individual outdoor car washing stalls under one canopy -style building. Wilsec Holdings is proposing to replace the existing building with a fully - enclosed and automated car wash operation, which would be re -named "Octopus Car Wash." The building location and basic site layout will remain unchanged. In addition to the new building, the improvements include new landscaping and a new monument sign. Conditional Use: The applicant seeks approval of a conditional use for the continued operation of the property as a car wash, after the proposed site renovation. The existing site has operated as a car wash since 1989, when "car wash" was a permitted use in the C -1 zoning district. The "car wash" land use became a conditional use in the C -1 zoning district in 2004, thus making the continued use of the car wash a legal nonconforming use. The applicant seeks approval for the conditional use in order to operate the renovated car wash as a legal conforming use. 1. The request is consistent with the applicable goals, objectives, and policies of the City's Comprehensive Plan. 2. The site has a Commercial Future Land Use designation and C -1 zoning designation. 3. The proposed car wash meets the zoning, building setbacks, building height and number of stories, lot coverage, parking, potable water, sanitary sewage, minimum lot size, unit size and building design criteria for a conditional use. 4. The use is consistent with the previous use and operation of a car wash, which was listed as a permitted use pre -2004. 5. The request is consistent with the conditional use criteria of Section 20 -33 of the city Code and with all applicable requirements, below: a. Whether the applicant has demonstrated the conditional use, including its proposed scale and intensity, traffic- generating characteristics, and offsite impacts, is compatible and harmonious with adjacent land uses, and will not adversely impact land use activities in the immediate vicinity. The proposed car wash is compatible with the surrounding commercial uses and architecture. The proposed car wash will not adversely impact land use activities in the immediate vicinity, as this is a use that has consistently operated at this site for the past 25+ years. b. Whether the applicant has demonstrated the size and shape of the site, the proposed access and internal circulation, and the design enhancements to be adequate to accommodate the proposed scaled and intensity of the Public Hearings 400 PAGE 2 OF 5 - February 12, 2018 conditional use requested. The site shall be of sufficient size to accommodate design amenities such as screening, buffers, landscaping, open space, off - street parking, and other similar site plan improvements needed to mitigate against potential adverse impacts of the proposed use. The lot is sufficient in size to support the proposed building. The final engineering plans list a landscape buffer of 15 ft in the front, 5.6 ft on the sides, and 5 ft (retention) in the rear, which is in compliance with standards set in the City Code. The site provides ample off - street parking spaces- 7 parking spaces with 1 handicap space, and 19 additional vacuum bay spaces in front of the building. c. Whether the proposed use will have an adverse impact on the local economy, including governmental fiscal impact, employment, and property values. The proposed car wash should have a positive impact on the property value of the subject lot and local economy, as it is an improvement of an existing use. d. Whether the proposed use will have an adverse impact on the natural environment including air, water, and noise pollution, vegetation and wildlife, open space, noxious and desirable vegetation, and flood hazards. No adverse impact, since the site is fully developed and will maintain a similar use. e. Whether the proposed use will have an adverse impact on historic, scenic, and cultural resources, including views and vistas, and loss or degradation of cultural and historic resources. Staff has not identified any significant historic or cultural resources on the site. f. Whether the proposed use will have an adverse impact on public services, including water, sewer, surface water management, police, fire, parks and recreation, streets, public transportation, marina and waterways, and bicycle and pedestrian facilities. The proposed car wash will not have an adverse impact on public services. The existing site is already connected to city water and sewer. The majority of surface water will be collected and treated onsite in the existing dry retention pond. No additional traffic is expected since the proposed use (and intensity) matches the current use. g. Whether the proposed use will have an adverse impact on housing and social conditions, including variety of housing unit types and prices, and neighborhood quality. The proposed continued use as a car wash will not create any adverse impacts on housing and social conditions. Final Engineering Plans: The Octopus Car Wash provides a fully automatic drive -thru car wash and self - service vacuums for customers. As an enhanced service, the Octopus Car Wash will also offer full detailing of vehicles by an onsite employee. The existing approximately 4,950 square foot building will be demolished and replaced with a new approximately 6,271 square foot building. The building will include a mechanical room, drive -thru area, office, and restroom facilities. Parking will be available on both the north and south sides of the building, with the south parking to be used primarily for the vacuum stations. The site will have 26 total parking spaces, which includes one handicap stall and 19 vacuum stations. Access to the site will be from the existing driveway on N. Cortez Avenue. A new driveway will be constructed on Bombay Avenue, along with the narrowing of the existing Bombay Avenue driveway, both of which will be exit only. The third exit will be on N. Cortez Avenue at the existing driveway. Public Hearings 400 PAGE 3 OF 5 - February 12, 2018 The site is bordered to the north by existing single family residential housing and on the south by SR 434. The east side of the site is bordered by N. Cortez Avenue and on the west by Bombay Avenue. The single family housing on the north border of the site will be buffered by the existing block wall, existing oak trees, and stormwater pond. The south portion of the site will contain a landscaped berm. The site contains an existing stormwater pond on the north side of the property that will collect and treat all stormwater runoff generated by the site. The proposed site plan will reduce the impervious area from 51% (existing) to 47% (proposed). The Car Wash facility has an existing 2 -inch water service from an 8 -inch water main on SR 434. Sewer service will be provided through an existing sewer lateral onsite that feeds into a sewer manhole on N. Cortez Ave. Aesthetic Review Plans: The proposed project consists of one single -story concrete block building that contains the car wash operation. The front of the building faces SR 434. The building is made of concrete with a tan stucco facade and a brown crown molding -lined rooftop. The building is decorated with a natural brick trim along the bottom of the building, and decorative columns. The front of the building has two large and three small windows adorned with blue awnings, which run along the course of the enclosed car wash service lane. There will be a "Car Wash" sign in the same font as the proposed monument sign above the two large windows on the far left of the building. The east side of the building features an office and restrooms. A traditional brick - colored awning hangs over the office and restroom door. The rear of the building features an overhang over the drive - through lane that leads to the opening of the indoor service lane. The parking lot in front of the building (facing SR 434) will serve as a vacuum bay, where customers will be able to utilize free self - service vacuums. A monument sign is proposed to be built along SR 434, which will feature the Octopus Xpress logo and "CAR WASH- FREE VACUUMS" in large script. FISCAL IMPACT: Approval of the Conditional Use, Final Engineering Plans, and Aesthetic Review allows the subject property to be re- developed into 6,271 sq ft car wash facility. Re- development of the subject property is anticipated to provide an increase to the City's taxable value. COMMUNICATION EFFORTS: This Agenda Item has been electronically forwarded to the Mayor and City Commission, City Manager, City Attorney /Staff, and is available on the City's Website, LaserFiche, and the City's Server. Additionally, portions of this Agenda Item are typed verbatim on the respective Meeting Agenda which has also been electronically forwarded to the individuals noted above, and which is also available on the City's Website, LaserFiche, and the City's Server; has been sent to applicable City Staff, Media/Press Representatives who have requested Agendas /Agenda Item information, Homeowner's Associations/Representatives on file with the City, and all individuals who have requested such information. This information has also been posted outside City Hall, posted inside City Hall with additional copies available for the General Public, and posted at six (6) different locations around the City. Furthermore, this information is also available to any individual requestors. City Staff is always willing to discuss this Agenda Item or any Agenda Item with any interested individuals. Public Hearings 400 PAGE 4 OF 5 - February 12, 2018 RECOMMENDATION: Staff recommends that the City Commission approve of the Conditional Use, Final Engineering, and Aesthetic Review Plans for Octopus Car Wash. ATTACHMENTS: A. Location Map (1 Page) B. Final Engineering Plans (14 Pages) C. Aesthetic Review Plans (3 Pages) Public Hearings 400 PAGE 5 OF 5 - February 12, 2018 W State Rd 434 Attachment B: Final Engineering Plans �, oamrt� PAT'S EXPRESS CAR WASH D1AL811 510 W. SR 434 WINTER SPRINGS, FLORIDA 32708 PROPERTY ID: 34- 20- 30 -5AV- 2500 -OOAO JANUARY 2018 PROJECT CONTACTS UTILITIES LOCATION MAP LEGAL DESCRIPTION WATER /SEWER: CITY OF WINTER SPRINGS OWNER 1126 EAST SR 434 PAT SECORD WINTER SPRINGS, FL 32708 PAT'S Ex PRESS CONTACT: BRYANT SMITH, P.E. 4908 W. COLOINAL DRIVE 407- 327 -8979 ORLANDO, PL 32808 ELECTRIC: DUKE ENERGY CIVIL ENGINEER: TELEPHONE: AT &T RCEC— .1 —t%LLC CABLE: CHARTER COMUNICATIONS /SPECTRUM Laurence P.11 —, P.E. 844 MAGUIRE BLVD 617 APv— Drive OCOEE, FLORIDA 34761 Alt. —t. Springs, Fl. 32701 CONTACT: MARVIN USRV (907)x52 -8633 (407)532 -8509 LOCATION MAP LEGAL DESCRIPTION ESCRIPTION ISSUE DATE REVISION REVISION DATE 7C-6DE.OLITION SHEET 12/1/2017 1 1/8/2018 AL NOTES 12/1/2017 1 1/8/2018 EOMETRY PLAN 12/1/2017 1 1/8/2018 G & SIGNAGE PLAN 12/1/2017 1 1/8/2018 PLAN 12/1/2017 1 1/8/2018 ITION PLAN 12/1/2017 C -7 GENERAL DETAILS 12/1/2017 1 1/8/2018 C -8 UTILITY DETAILS 12/1/2017 12/27/2017 DELETED C -9 EROSION CONTOL PLAN 12/1/2017 1 1/8/2018 C -10 EROSION CONTROL DETAILS 12/1/2017 L -1 LANDSCAPE PLAN 12/1/2017 1 1/8/2018 S -1 SITE SURVEY 12/1/2017 P -1 PHOTOMETRIC PLAN 12/1/2017 11111111 PAT'S EXPRESS CARWASH SITE SUMMARY Parcel Area =1.56 Acres I I w\ Zoning = C -1 l I I \— J� V�] Total Building Footprint = 6,271 sq. f I I N Existing Site Impervious Area = 34,633 SF = 51 % Proposed Site Impervious Area = 31,740 SF = 47% Landscape Buffer 9I I W E o Side prFront Provided = 15 feet I ov ided 5.6 fee = t Rear provided = <5 feet (retention) S GRAFIIJ '° SCALE � Stormwater Retention = On Site Master Ro o Retention I 25' s 1 23 MAXIMUM BUILDING HEIGHT= 35' N 843 6" E - �nm� ������ -- RAN All SITE HAS MASTER A MASTER STORM WATER ..P. E<cu smE SYSTEM ALL UTILITIES ARE PROVIDED TO SITE FOR D A, CONNECTION. .'� 1 J C� '. a oaue�e n-.P SITE IS TO BE CONSTRUCTED IN ONE PHASE _ I — Z WATER & SEWER USAGE - wuaw"e Mnre U N W PARKING CALCULATIONS saP e,w a 1— sic" o z a PARKING REQUIRED = 1/250 SF OF OFFICE = 506N� o" O U 0.� SF FOR OFFICE c `i I i/] W ADD = 3 SPACES DEL,, rr wIN"r uni C `(� 7 SPACES PROVIDED (INCLUDING 1 HANDICAP) , 9 ➢ a Z INLI-. DI N11 ENLEI- 19 ADDITIONAL VACUUM BAY SPACES PROVIDED TERI I n < a�0 I I W a Q 'P TO D soP D. re� aRreaw pa w "De srD�Pe �rPi �� I 21 Al 'o Er ,.P 33 w 5 soP a,w x s =DP s�o" ' N' g ass 8 5 x ­ALT L n 2 R La g Pre e9 NAIL sD[wk. �w, E111 sD[ e ­55 L r IC2 aEL %"I Gon U LD aoD I ars LLc _ � - � _ I e m'rere"m•a eo�re �S11 TE ROAD No 434 / ROAD)o1 (LONGWOOD - O �IEDO -, i LLL�P R��+ - PADm � �Lro LPD "" a60Bnrff3a9ecasc I o�oPE��s C 3 SITE PLAN II I I it EaclurnrE i uMP 25 REM Iun� i Irnl 9 n � a�0 s➢ a� a� nm ITT CURB &MGUTTER i I NOTE TO CONTRACTOR: 11 IFT STATE 1101 11 lEllIlEl M O F ERESP NSINGIry OHE CNTRAOi0RTO SUBMIT A AFOENGINEER, E S T O UNTIL IF/ AA 33' i II I I ADJUST EIINTINC LET I—EAS SINI4 -1 RUCI a') Ex. 1 R . NH E*. II m Z o� O �m 9 N a� I ICT/ o.z n Exi. oreuN AT ENSRUacE ITE MIN 74 LL111 Ll 1 4a I ®� 1 lam" . - aEeS ce4 I ry E NV C ) �54 a9 �NV � � 1 NV (N] ® MIN 1% \ I m° FA IR 33 I n 14 /Ea EE- ROPE EeasAEry sE. sK ry C1� I 021 o fi e 11899 TL ET p� 6] I STATE READ No 434 I (TONGWOOD — OVIEMA DO — AE-2 -T ME P,B l RI PAVEI �NIm Ra;>o N W E S GRAPE]C SCALE IN 1 _ 'R 1 n. \ y 1 POND CROSS SECTION 33' � N I v I I W E I I S "I GRAPE]C SCALE I z1 - A 'A AN''n T MA LE o ,o 25' col -Po _ 230 09'_ - E INV'NSS aeNHO IN IM i 11.N ADE PROPOSED �ss — HER NT EIISIING x _ W DR - SYSTEM TO BE _ CLEAN O _ UTILITY NOTES: Q Z a I - ExllT IAE AND S NIT R LINE A roN RR oRDNN N° ssDOOiEOR AL ON -SITE UTILITY USE a TOR TO pU z Ga ONTROI RE FUNCTION d VERIFY PROPS RIOR TD �NnRUGiION. a 3. CONTRPCTOR TO NOTIFY ALL UTILITY COMPANIES FOR LG a �I �N IINTIAITII UNDERGROUND AND 5. THE DCONTRACTOR ISSUE To EXTREME CAUTION a Y+•I o-e wLNS ao I U'T SEWER \ NL� FIELD LOGTED. SHOWN ON PUNS HAVE NO' BEEN W L O nw+xa £ TO THIS LOCATI I CONTRACT R S REDUIRED TO FIELD VERIFY HE I EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES L ICI o� I AND'ITTLETIHEEATILITIFORWIT HILL HE NOT J m I GUARANTE HE ACCURACY OF THESE RECORD I ' I DRAWINGSE oIm , T GRE IAN ITER ORLANDO E AN DARDS O SPER. 5 (PERMEATED P O8. ALL WATER RLINEi DOBE DUCTILE ADD OUG TO 1 1 \ I LL FORCE MAN PPING TO 9E C -9D0, STAND R a ,PERMEATED MA ENE PER ORLANDO EBE STANDARDS, ~ PE —� mo 10. ALL RECLAIMED WATER MANS SHALL BE C 900 a L" I (PERMEATED PURPLE) PER ORLANDO ESM nA,NDARDS. 33' I HYDRAN s sHAEL BE POSTONED No MORE THAN s w BA % RDN Fi FROM THE CURB OR BERM OF THE ROADWAY g TI L SERVING AS FIRE DEPARTMENT ACCESS I 12 CLOSED CIRCUIT TV INSPECTION SHALL BE CONDUCTED - I IN ACCORDANCE WITH CHAPTER 9 OF THE ESM. sET 3g' IRON Rc0 C1PA� 'A 25' - LB By]899A / � DI L PLUMBING WITHIN PROPERry -SEE MECHANICAL PAWS_ B YTa55 C2 ET &' IRON .... LB BAr/B A I NIT aEOUCE° PmINGSRBELOWCGPBAO[SUAEE BEPMErNANOGE RESRNNED ALS I INxISL"TWINGEWARP ER C'IMOVE OLD Ap" I PaovIDE Two AFTIETATILE PIPE sUPPOaT ATANRI P.1L� LEE CANO �w EAOF RE STALL 2 BACKFLOW DEVICE nTExA S. INIS� TO eE I HYDRANT F WATER LINE 5 A MEET VNIE STAN— bl01A OR AEA C51 I -9J AND _ - I a of Reced BETWTER LALP.MB I I FARE CONTROL CALCULATIONS ANN NBncKFLOw aaEVENnoNPassenne�r B`""° N ,IN STATE ROAD No. 434 RUILDINC TVPF - IIR - - - C C OVIEDO ROA 21B UILDING SF - B.2T, SF (LONGWOOD - OLE PTOUC AR -IF I'D IT�DCD,AAEF P REQUIRED FIRE FLOW - 1,500 GPM essr� IPROVIDED FIRE FLOW (WITHIN 500) -2.000 GPM (TWO NOTE TO CONTRACTOR: HYDRANTS) RESPONSIBILITY OF TIE RCONTRACTORFTOT SURNIT AN NFL TO DENGINEER, E THE CONTEGRACTOGE SHALL NOT EFLOCEED TI TT UTII.ITY PLAN m I I a � aR m 4 X I 9 � I JO 0 : O I I I 33' i I i I i ROAD Na. 434 OVIEDO ROa D) o I (L0� GWOOD o�oEO ROID Na AETC, TO BE EEMOVED N W E S GRAPHIC SCALE o�oaE . .s G6 DE .OMAN 1.1 OF T— wnvwnvl -ETo` FAA II \\ (nI� PLAID AEG FOR Locnnorvs) STOP BAR DETAIL WITH SIGNAGE 12 FIAT SAT SCNAGE 3 1 GALVANIZED STEEL PIPE PAINTER IELLOAG I SLOPE .'FA RA A �XSONCRETE BASE 5/5 8 STEEL BAR TNRU POST IT 18 DIA. HANDICAP SIGN 5W IAN GAR 'CAMOL X GR s I OF, ,a oil mirdim III DGE SEE PLANS FXR AIILE HE HANDICAP RAMP HANDICAP STRIPING SHALL CONFORM TO FDDT INDEX 11346 (LATEST EDITION) 01 HANDICAP STRIPING NTS TYPE 'A CONTRACTION JOIN PREFERRED IT DS 'CE A PE 'B' ARULE RNATE � STEEL UMMAY IMINT (TIP O MT JE 1/2' ISOLATION J W /SEALANT CONCRETE JOINTS AT INLETS DIUS RETURN 12' EDGE OF TNRU - LAN E CON$TRH CT ION PROPOSED SAVE III FIT IT HE TO ED ST N A ASP, ALT PC 01 PT OF RADIUS RETURN NEW GULF W BASE EDGE OF EXIST PAVEMENT FIT LL SAS' CUT GF E %I APPEY P T AA OR N S ES CONNECTION DETAIL AT EXISTING ASPHALT PAVEMENTS 1TANSION Ja /2 P REFORMED IBATTLE SURFACE (ALL ND) A CONCRETE RAMP ART Al 6' 4' STD C . �I� PAVEMENT 1ACTLE SLUIFAIEI SHALL BE G TE /,p BY USE X NOF A TA MA OR ROLLER FABRICATED AN IMPRNT SURFACE OF EITHER 1 MESH TS BRIMP), us EXPANDEDMETAL ViANOnRO TTIP HANDICAPPED RAMP _^ � wcTOwAL wew ILAN 1— RAMPS FOR LINEAR PEDESTRIAN TRAFFIC SPATIAL' 'IT sreucnlr CAI /Z AFFTEER 11AGA AT AINGFXTFUE E ALAN A' MIS ILINDI /z' DF PH oL �TLNEFIFIFBE FIT PILL SAILK /2 D PAUL IEE CONCRETE JOINT DETAILS CONCRETE DEPLA ITI 6" STEEL BOLLARD tilt 6 6' C C 6 CON REINFORCED W /6'x6R' 6 WNF BOLLARD DETAIL PAID _ LATE To, OPEC, N YALE'F vS�III IRRINI EACH AT GATE TRASH ENCLOSURE EIPANAIN JOINT STRUCK JOINT oTES THCAN DRIVEWAAYNSSIOMAXIMUM TO BE AL BE TO CONCRETE OTHER 2 EXPANSIN JOINT MATTIAL SHALL BE ASPHALT FREE MPIENNATED PREFORMED JTYPICAL DSIDE WALK CONCRETE GENERAL NOTES: FOR 2 USE ACT 11PI .1 CODE FOR HEIIN AND CONSTRUCTION OF CONCRETE PAIKN1 LOTS A USE Al ITANDAI D 'PECFCAToN FDIC PLAN CONCRETE AKN A LOTS COMPLETED AND V RFIED BY HE EOTECH ICAL EN NE R PRIOR TO CONCR TE PLACEMENT. 8. IMPORTED SOIL USE FOR BACK FILL SHOULD BE FREE OF HEAVY CLAY, SILTS. STONES, PLANT ROOT OR OTHER FOREIGN MATERIAL GREATER THAN 1" IN CIA S,CT ON 8. KEEP ALLAJOINJTSRCONTINUOUS DGE OF PAV MELT "N TOOL To N I' 'HALL BE FORMED " IRAPED ITH N 12 HOLES FROM TIE OF PLACEMENT; A AIDE SAA L K SPA C N C A HA IT BE SAME AS _TH OF PACSFFENT AND LES, THAN , FEET I LENGTH B. PAVEMENT MAXIMUM SPACING SHALL BE 2.5 TIMES THICKNESS IN UNIT OF FEET LENGTH AND LESS THAN 15 FEET IN OSG 10) E IF 11 PULP CONCRETE "ED ATELI AFTER FNIHNI 1PEIAT ON ` COMPLETED 11 1SNG THE FOLLO W I A ETH.ES 'ATE, PIGMENTED ATE, BASED C"N. COMPOUND 0, ASMUEEN AND BURLAP CURBS: TO FWI AT RE DAYS 2 ALL CONCEPTS CUTS SALL 11 SPA111 III A FULL DIPUT, E III ISOLATION JOINT I 'HERE 1HALL BE CONTROL JOINT ' EITHE' TFFEFL ED 'A'-' IT, MATCH PAVEMENT JIINTI. INLE11 4 ALL CURB ENDS THAI DO NOT TE INTO OTHER FACILITIES SHALL TRANSITION DOWN TO PAVEMENT 5 "N ... CT ON TO NT 'HALL BE TIED OVITH A NOR TE BAD EXTENDED I INIHEI INTO EACH 1111 1EGTGN AND SHALL BE IPA FILL DEPTH A" WIDTH ISOLATION JOINT MATERIAL E ININ TO. Ys) RUTH FILED 1EINFN11 RENT roc or uimum6(co oanm)IA�MxD 155]Im E'E'HC)ON so) Arvo ocDTECnrvicu crvcirvECltiNO a[aol+T CONCRETE PAVEMENT TYPICAL CROSS SECTION POP, 11S IPIIND IT AT-11C OR HOT POURED SEAL 1/8" TOOLED RADIUS FULL DEPTH EXPANSION ON ALL EDGES JOINT MATERIAL 1�2 EXPANSION JOINT NUS 0 NOTE: SAW CUT JOINTS IN SIDEWALK CA 5' -0" O.C. *D = SLAB THICKNESS SAW JOINT WITHIN 12 HRS BUT NOT LESS THAN 4 HRS AFTER CONCRETE PLACEMENT SAWED CONSTRUCTION JOINT NTS �5 � O UlN 5 c Liz x N� 11 U COI En azA rr W� cr W W z a 3 LW,7 IF=r --=1c- J r�A C -7 GENEx eT DETAII. C T CRECLAIMED WATER MAIN LSE R (GRA AINJ TO N MTER)HOR 3'N(OUTSIDEATOTIOUTSIDEJ, SH L BE NE 5 EITHERI POTABLEWWATEREMAINSE OR W SEWER COLLECTION L- T CSE R (GRA AIN) 0' (OU TO CUTS UUME,HOS ER COLLECTION LINES LANDS POTABLE WATER MAINS. SEW O�,N \NTtgO MINIMUM HORIZONTAL SEPARATION REQUIREMENTS .RaNWN FOR POTABLE RECLAIMED AND SEWER LINES DUCTILE IRON POTABLE WATER MAIN E. PIP — CENTERED NTS CAL E POTABLE WATER MAIN POTABLE WATER MAIN CAUTION BUIRED WATER LINE BELOW CAUTION BUIRED WATER LINE BELOW Ill,,e Ta Pe le a an reen ac a ern g f,pNTtgP1r a 1- 1.1" ie 1" wore 1,a 1111, Will 11111 Lerner �1 PIPE IDENTIFICATION AND WARNING TAPE gIONN> As REQUIRED LOT WLINE RFA — V BRANCH CUU RyH SPU CLEAN ABOVE ART SURFACE SIZE VARIES PLAN iMIN. GROUND LEVEL AIRImEm POWER MA�N SERVICE A VN.LE -- nspncrion a& eE I_ lox A _n sc _ PROFILE QSEWER LATERAL DETAIL PETER " 1 11 BE W v1 a� TE M111 DO IF LIDE ONE Q DRATDN a IT LVICE TIDD WRE N PLAN CEPI OF —El E— AT PAVEIREDT MEIER BOX 10 BE By OIL � B sloEWiwi CORPORATION UNN � LOLV: Nc wIND FEMALE PROFILE NOTES: a1 r1r DocuSignetl by: C By TIE cI, OF WINTER TPRINCS EU 06B806S &2186 Q eT POTABLE WATER SINGLE SERVICE CONNECTION G C -S UTII.TTY DETAII.S N I 33 Io I I I s � GRAPHIC SCALE i &o r IN III 230.09' N 84 °346�E IRON PIPE � J o _ ° - - ❑ - -- a - ❑I z ti, a © I ° °9° a� I❑ 1� Ia� ❑ 10 I o 33 El acAa w,asz IN 25' oo agI�P" 10 ❑ ❑ 1 N- 1 ��i IE' ♦ C2 IET s, iron 0 i ❑ , I i STATE ROAD No 434 (LONGWOOD — 0❑EDO ROAD) -2- m' PN - PP o o�N�o�o Rom No. I EROSION CONTROL NOTES 0 D 111TOICIT1111TE1111111 TIE CONT�CT OLLOWINDMEASR.._XACCOMPDSHTHIS U, OBJECTIVE A SURFACE PROTECTION FOR EXPOSED AREAS SHALL BE MMED ATELY GRADED AND PRO TECTED WITH TEMPORARY OR PERMANENT COVER SUCH As SOD SEED AND MULCH CRO—ETCH LESPEDEIAOR CREEPER E HE oo E TOP ETD aana�. � 5 c m VEGETATION IS BECOMING ESTABLISHED B RUN OFF CONTROL NOFANDIONOOPSLOPETO REDUCE RUN S E ONTOUOOITIES — m " " "° a ❑ DO P ��� � �f C . SEDIMENT TRAPPING LISHED 6YTHE DIVERSION ERODEOFFTo SEDIMENT BA SINS, ED TRAPS BERMS STAKED SYNTHETIC HAY BALES, OR SYNTHETIC HAY BALE PLAN VIEW * PROTECTION AROUND INLETS OR SIMILAR STRUCTURES CITY OF APOPKA APRIL 2001 FI G. 603 v ®iax�aixa.ixavvwi 2 THE PROPOSED ND/OR DETENTION PONDSALOUNG UCT RMNUrtiE WALE(BU STAFF BE EcsiM EalArlvDYO PRIOR TO THE ENT LYC MPERV TRAP BE PER OF CALLY NSPECTED DURING A—� �; �x �a pax. a�a av a� x ~ DR y RE OF A AND AFT E R EACH FOBMINCINT IED TRAPP NG SEA CES SHALL REMAIN IN PLACE UNTIL AVEGETI T VE COVER HAS ESTABLISHED THE So LS AND PREVENT EROSION TO STABILIZE SYNTHETIC HAY BALE ELEVATION VIEW* I' A—j D. SOIL MOISTURE N EXPOSED SOIL N ORDER To PREVENTW ND EROS ON THE APRIL CATION RATE AND MANNER SHALL BE SUCH THAT SO MOISTURE IBATTAINED AND NO SURFACE BUN OFF IS CREATED. E RESPONSIBILITY CERTIFICATE ON A arc rus TYPE II pysy TYPEI W WJ RESPONS FILE FOR NCE OF THESTOBMWATEB COLLECTIONx AND RETENTION SYSTEM. P. ERS r l O CONSTRUCTION SEQUENCE 1 SET UP ON SITE PRE CONSTRUCTION CONFERENCE PATH CITY/COUNTY & ENGINEER of =xe Ras AWE BARRIERS FOR FILL SLOPESx= BARRIERS FOR UNPAVED DITCHES R MEASURES AS SHOWN ON PLANS CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES BE. DDUETO SITesPEaHCComDlnoNS. TUB olee+laN of +unoFF +nTFes EGA STABILIZE SITE ASAREAS ARE BROUGHT TO FINISHED GRADE AND THE WATER MANAGEMENT DISTRICT, AND NODES CRITERIA ACCORDANCE PATH THE aTVTCOUmTV SET EENCE nTrneHUENr orrniE BARRIERS LAYOUT DETAIL w: y'U�.— �r"rnm.v.awnnon - �aw.�`�i vx= =sue 4\ SECT ON — o-w� Dp ��� ` r NDp ooiaaurtxor "rsio e:sirv�o-s aµuNEIRI NIaoo-ac v aGEERAL TES LLF ^. "...nmGm Q�LC aaar rExcs o xc ce o-0o- w n � o asuors xoiusx, wo-sx seiox nxo=s aaasa rzrnox zxo� auwsa wT e,awcros rwrr �. "art wPo • ..�. ,e, m a ..I ^I log asv..icx 1A1 A o-ua emxu. o-aro-c C L � uik a .xier aax,. xs w.sx, acssar. soaa sNOU=o xm wam .a — o-wo-cs au, aou�o xo, s.aso s ssaax,. rr�c�sx, Lo WPOwo� — ` ao-rrc,wo ao rss e m wlos roa .va wo-..ao-rrc "' `oikasox aloes piµ noa�s or i� oa r�o-..sa ws a�ewu�xo�o rw swm � Doeu6igned[by: f. isoW o �&'9EdW16$7799G45 M5699� I lip PIN osv,�orvvxo.„� k �,o-nc cox,ouas ,c ww�u�s roxomc srr�c�sxn. ov,=�ox,�aw, gip, =rc��cs,wsoaor�ui NOTE: ox SILT FENCE��NSTALLATION STAKED TURBIDITY BARRIER msowsM M.a oa wxurre�uasass seincnioxc TEMPORARY GRAVEL CONSTRUCTION ENTRANCE Dnse. meet. C 10 x ECD IRRIGATION NOTES: 1 . All acopetl orroa —11 Ee irrigotetl xitr, o permanent xWOmxtil irrigwti no xy — prey —g 1L1Df[ --ge. 2. ft oWOmotic mowtrr aexaor /shatoff —11 Er port of tie ryatem. etl ulmxlo lox rwoterxuae aN— a tlrip ir(go ,Drill De insto'I.d h n SPRAY HEAD LEGEND AND NOZZLE CHART mm °: PIPE, VALVE AND EOUIPMEN7 ®� UPIR ®® JI��IL �N xwx�. mr a may ..•, ema a. raowm n I II II I I 11 I II I I 1 1 I ------- - -�..- I �J II III , 11 II I 0 r 1 I I I I I� GJ OT I 1 1 1 I O I ' 11 II � 1 1 1 1 � 1 I I I + I l 1 ' I i -� - -- I - - - -- - - - -- - - -- - ---- 1---- - - - - -_ - ` 1 1 _ F _ .oxdxra _10� I �—CIL STATE RO4D No. 434 SOF ODD — OVIEDO F�OAD) I )L O T, MAP No. 7,580 -2610) I (100' PUBLIC RIGHT —OF —WAY P ER F . D . O. PASO DIVIDED ROAD ERR 81, PLANT LIST: QTY. ABBREV. BOTANICAL NAME COMMON NAME SIZE & SPECIFICATION TREES & SHRUBS BOTANICAL NAME COMMON NAME ND. REPLACEMENT TREES REWIRED tO 0 ...... ... ,ini.n. 7 MG M.9-11. 91- diflo,o'D.D. BIKntl.ld' M.gndi.'D.D. Bl.nch.ld' 21/2' C.L' 1Y Min Ht. B SR S_.. rwn.nzoffmn. Q... P­ 11 D.A.Hl.. Smooth Trunks SOD& MISCELLANEOUS ITEMS SOD P.ap.lum not.tum B.hb SdInd Sdd SDLID SOD MULCH —d— N 11 TOTAL REPLACEMENT CANOPY TREES OR 7 CANOPY AND 9 PALM TREES REPLACEMENT TREES PROVIDED OTY. BOTANICAL NAME I COMMON NAME 7 LANDSCAPE NOTES: pl.nt moteriol shell be Florid. ­dl, Ne. 1 er Letter os .pee Md in 'Grotles ontl Stontllortls for Nurser PMnti , 'Ports 1 0 2, by Division of Plon1 1- -y, Floritlo', Deportment of Agriculture ontl C. —nnn, S—nd. ontl anal1 conlorm to current — nn—A.—ti of Nurserymen 'St.ntl.rtla fw Nu y Stock', In— edition. 2. The to scope, conVOCtor she be responsible for - ficotion of n.ontities the plont lis in to t of eenlliel Letdeenl luontities en he opt nt list on a pa ns, the oP.- M II cre1Oe ocn iroml D rou9ht to ention of in .cope or Po t. thPny tlev' ess moat b t.pprovetl by the Lontl.cope Amtttect or .doer's reDresentotive. 3. Controctw is r,V ... IN, for c plionce Kith oil opplit,bl, boiltling cotle., brtlinonces ontl regulotion.. The controctor ­11 be responsibe for .mining o —n—, permits to wi_ the dwk. 9. The l.ntltt.pe ­1 1., is ,ttpmaible for inaptttion of ezi.tin E cmtlitima .ntlhpromplly r oportinog .II tlacr [panties on imgoper contlition. s(detnea., muck, ebr -) to 1 L Osc Pon Archite prior to di g. Contractor responsible for soil .lysi Pori., tD el Dlontings, ontl d responsible for oil s 1 entlmmts to ceniorm t speciictoti... S, All tree m UH.I sh.11 be [min er rd nles h.n.i. a p Wnd. B. The Ion scope controcto ah.11 .q..int hi—f xi .11 civil ,.ding. o. they rota a to po.vinm, and gsr.tling.�Onnd .11 rdtilitiea.(incl'tlenog1nx tw,t oundwT^CtleNectricol w^ploy' toeprnd- s ructu e; untlergre.ntln.t a s1inN untleo^gtlrounitl taprinklers ontice^pe moy not.be ineicot -Roos. 'noe leentroe er ell uct his Berk in pre � t intw,.plionn or m ge zisting �Ktema dhich must remoin operotionol.t the tractor s oil protect u ,vice dhic ...t remoin oP.-i —I ontl .11 be ,esp.nsible for there replocement if td—getl by him. 7. Mulch Noll b organic ontl .h 1 not be plocetl on top of the root boll w plocetl o .in.t the trunN. Mulch hot be .k POi^tld �. mnim.m dH 102, to ee" from the trunk d,f any size 'otl g'„Oe, ore not d.. .H1 oc oept.ble. Foilwektetenstolls ulchs(o tl type of ems th) os provitletl " specilicotion .hove m o ioiletl nspection. Sre M1ttp: / /hwtifos.ufl.etlu /reedy /ever- mulching.html for mere iniermetien. 8. Refer to apecifl - tons for complete requirements 9. In the event .1 o congi,t bet.een quontitlea bn the plum list ontl the pions, the plon .holl t.ke p—d,nt. TREE REMOVAL AND REPLACEMENT: TREES TO BE REMOVED CAL. BOTANICAL NAME COMMON NAME ND. REPLACEMENT TREES REWIRED tO 0 ...... ... ,ini.n. Live O.k 2 CANOPY OR 2 PALMS 14' O.ero.s virginieno Live Ook 2 CANOPY OR 2 PALMS 17' Ouere.a virginieno — Ook 3 CANOPY 2B" Ouere.a virginieno Live ook 9 CANOPY 72' TOTAL INCHES REMOVED 11 TOTAL REPLACEMENT CANOPY TREES OR 7 CANOPY AND 9 PALM TREES REPLACEMENT TREES PROVIDED OTY. BOTANICAL NAME I COMMON NAME 7 Mognolio grontlifloro 'D.D. Bl --d' Mognolio D.D. Endncnwtl' B S,. . rem zo K.— O.een Pelm zD• cknu 1zD' 1zD• #1D GUAGE WIRE rBUILtERIIAND 2'19'13` STAKES BURIE PLAN 3' BELOW SURFACE W/ (WIRE LOCATION) HT. PLASTIC FLAG ABOVE GALV.ICTIRNBUCIRITIECT TREE 11 1/2* BLACK RUBBEUAIu MBS O1A D ABOVE GRODABONE RDOTBNLL TYP 1• Fu SHED GRADE WOL BERM TD HOLD TER, B' TYPPREPARE PLANTNG No' CONTRACTOR SHALL SDt AS SPEC FED 6. SSURE PERCOLATION OF ALL PLANTING PITS PRIOR TD INSTALLATION NOTE: PlARiW§n��5o?nu �A"D�F[14H i RoDT �RRE %REMAIN iffl. BBUUDDEp �]]x.A�jFF)jtRLLL IIDNETORPREKNT DuR- BEVONDPSAUFL8ER MULCH PLANTING SOIL €1WPNETJPGSDL MX = ,( I I 1 a � 11 I I I I N C 1 I vnr I I L1 I II II EXISTING TREES 1 h TO REMAIN (TYP) I I1 I p 1 1 I o I BERM O � I 1 IkaeDa. I II ,Rk °" I 11 I�► °o� NI � Z �wvN/� n 1 SOD �� I II IIaI II 3 3 I I 1 v N W a P4 Di I ' I Z- I O I o a II III SOD — Ill 11 II I U D b, o li BERM v 1= EXISTING TREES ' O W U II MG TO BE REMC%VED 1 q. , BE (TYP.) II + ARM � �1 SOD _ -- -SOD + I\ -------- - - -__- -act ____ - __ -- - -- 434 _ STATE ROAD NO, FzOAD) MNLL� (LONGWOOD OVIT M 77580 -2610) I T, MAP No. 100' PUBLIC RIGHT —OF —WAY PER F.D.0 o ( PAVED DIVIDED ROAD e SAUCER a TOP OF SW TD BE �• = OTHER PAVING FLUSH WITH PAVEMENT A � � FINISH fae IM" f LARGE TREE DETAIL SCOe n s. T PALM PLANTING DETAIL Em )9f nmmminmmmmnmmmmnmm.mnmmmm� SOD PLACEMENT ADJ. TO PAVEMENT IT dLS��n45$v: V HIGH BERM ALONG PERIMETER OF PARKING r c FLASHED GRADE 12' °�Oetzo. �L -1 BERM DETAIL s,oe. n s, rat LANDSCAPE PL D 4 .7 b. 7 1. 7 b. 7 1. 7 b.9 T�"At�'91.ktf.Y 'T� I.1 E. o D. 8 1. 7 b. 7 1. 7 1. 7 b. 7 1. 6 .4 D. 6 'l. 1.0 1. 0 1. 1. 'l. 3 1. 9 '2. 8 3. 1.4 1.4 1.3 1.1 3.1 i.e 1. 6 5 '3 1.1 4.6 3.2 2.2 .1 3.e '2. 0 Q 2 1. 7 4 9 '1 4 A 7 '2. 1 �l 5 11.8 1.6 - o 1 0.7 1.0 D. I 1.3 1.7 2.5 3.1 e 6.5 5.1 .4 2.2 1.6 1.2 1�j2t Concrete R'," O'l, jt O',"�Jt . E'l, jt O,"�Jt I. 3� -J.L 'z.6 A. 0 5.7 's.4 s.1 3.s `z.3 '.s �. `Ai2'"l.3 1.s E. 8 '.9 1. 'E� 5 E3. 8 D. 4 1. 8 1. 3 'l. 1 1. 2 5 'l. '2, ED 1 5 1.2 1 2 8 4 9 '1 �1. 9 C. 1 10. 9 0 C. 3 1. 6 /2 �l 9 1 '1 1 0.7 0.7 0.8 0. 1. 1 0 9 0 0 0 7 1.0 A. 9.D s. 9 D, 1.0 A. 73. 2 A. 4 1. 7 '2. 3 '2. 9 1. 1.9 1.4 1.4 b. o 'o 1. 7 '1 'N"l 2 '1 4 3 A ` .2 A. 2 '2. 1 1. 8 'l. 8 i.7 1. 8 A. 0 '2. 2 '2. 2 4 9 3 '3 9 '3 '3/��6 422 6 ), DE_ D A , Z6 , 2 '3. o 1. 7 0 4. 0 �O�0. 7 i.1 1.7 1.6 1.7 1.4 9.1 3.1 1.3 1 LONGIUDD OVIEDO ROAD (SPATE ROAD 434) PHOTOPUDDRIC LIGHTING PLAN oo oo 1 -o 'o 1 1 o o. 3.6 1 7 1 1 7 'o z.1 1.s 1.z D.D D.5 io. ED N 4 ---J-, 2 --T 1.71 @ Ic 1 2.12 17 11 C1.1.1. 1 1D.. F.O. 11.1 -1- TR45 11 K IT 77 E 11-1 T- TE. 12 11 I T11, T- T.. I -11221W 4 11A,l T"' . ..... . .1 4 T_ 2 12 T_ mm 21 P,wa 11, M� . ...... a. . .1, A -1., e11, T11 IEI 11LE - D,,ed E-E- DE A,,h., B. AB F7� d TA41 I'll A IT, 9 T� Al 6 I H� A A A 'Al 11 11 1 7.1 11 I I 1 1-1/1 ED. 11 1� I I I 1 151-11.5E. 11 1 A 11 AWN. 7 1 4, ED K� A 7EH. 11 6 1 � I 1 28 11/8 121 1 4 41 11 C I I He 11A I 1 8 2 E 21 1� kh4eil �2� , Im )RAM LMP CHECKED LMP PHOTOMETRIC BOUNDARY R TOPOGRAPHIC SURVEY FOR 510 B B 434 LLC LEGAL DESCRIPTION: I 1 I ZS II® I 1 I I I 33 I I I 1 I we ;poo 230.09' I 84'36'4fi' E I © I q � 1 I9E CURVE TABLE v r I o I:I — o W, 111AME-111,, m IJ I X o� I ® •� - ;.g nID AN _ a� 3 1 a cl I I C2 I �OTL STATE RDAD Na. 434 ROAD) I (LOg GWOOD Ao o R P' PDO to ABBREVIATION & SYMBOL �ALEGEND., 2 Dare. EIR-1 "HII a1rvrel�rvrv�rva IIEHIII ana A, 21. 1.0.0.1. - 1re,„1va1, „,�ary 11�1M2rv101 re1rvo,ls va�M a1 �wM1rv�M1rv1 are. re1rva11s renre� relowrvre a I - 1 are_ - re1rva11s 0��c,a ...areres rea.A 1v - re1ry —...1 E vNu ..rv, �. - o2rvo,l2 n,wo�ow t wo sPAa re. 1 - o2rvo�211oN, 01 soArvAroA2 .o. to� - EIR-1 �o2M�1IoA1�orv..... I'— re re �ry 1A1 �. _ re1rvo11s sarvarel,l ,. 1.ac. oexoles 1aw111 mulourvo cueva,uel 20. 1211 oexoles,owrvsIII 11 soum 12 7” worvnotl re 1.1. re2rvo,251a�rv, a11—rv22 21 . "Al re2rvre,22 AIAI ere I— 13 - re1rv1 ,11 aare0 ua„, Al 90, re. rv.t, oosrvoles urvo[r+cr+aurvoWr+[c INI woltr+ tint as. vos 0srvalss vocsoe s _ oEN01E5 WA1ERAVnLV[ >>. a0.t o[rvolss av[rentro 11,11 urvts 11 v a osrvolts vtol reoov a +z II - osrvolss urvosa0aourvo [iccs — uEll 11 (n) - osE—, ocnu 3 - - oEN01ES S1oRM oRAWPGE MANHOIE 1a rd - osrvolES wood u1w1v vat[ 11 1.V.t. - DENOTES VNDERaROUNO CPBLE 1.v. uNES 21 . 111 - oENO1E5 o[1:RiP1ioN SURVEY NOTES: ,� 2n0wry i�nG reilw< ry a� wo,.,�w ,0,n1 rv0�n w,�- n� -w4. urv� n� s4,� moo rva ,�, rvn�n re<�.re REEPARED ��rvret At�. A�0 ...01 _ A" /. RENEE �a� AN=A oNo�rv.I=aA�toArva���� ��Ervo.AI A Are HE I0rerv0 Arvre s<, MOrvrvww,t Al wtAlrewEO IN EIEIN ,nt Fl IN rervass re,ntAwff „6,Ire. mwwu 10AArervre, lArva IN �a�s 1re1rv0reoa s,reK. A1111AN aat01, n11n0IIAx1w 111111L —11— a A nre1IIIR n -1- All 2w0 All °DI' 4"PH110�VH11 11IuIXae11111srvreA111- 1RIIA®y o, 111— NLAAI/ rv.a 'HE „ Im ;1 So IEENNA n1 nxo n w. a 1ls 9ouobEwc. �_re OM, I l,es onreuul 11 3 .1 w is 31 1 cs lx[ cat 01 sa_ I 1 GRAPHIC SCALE nre a.l SURVEYOR'S CERTIFICATE: f vreores -- 101-111 ono uovvcres vuasuom 11 aoreioo SF1111111e._ 01 iN p U V O ¢ _O 4 � J U C, �o �w Q M� Q a> J Attachment C: Aesthetic Review Plans Primary ID Sign A Design Concept 66 aria rp,err..Y �.a,a�,a ► c,m�sas sma:�mm