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HomeMy WebLinkAbout1105, 1295 W Airport BlvdJ RECEIVED CITY OF SANFORD PERMIT APPLICATION Permit # : A Date: JjArg 01 t j).000 2 8 2006 Job Address: 11C�'S — lZ� 5 QQO(f,T (Ju�ST 13L�1 Description of Work:n�u-- ZOV�� St 1/15 Historic District: Zoning: Value of Work: S Permit Type: Building i-' Electrical ✓ Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residtntial or Commercial Occupancy Type: Residential Commercial 2!ff Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: UZ — Zo -��t30 — •3oo 05,1-4 �C�-4 — c7cO Owners Name & Address: tJ g -A O u -L - E3 (5 01LM.n-tA- X(/f1 Uf-1040 Contractor Name & Address:f" G3 51 Q ►1S Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: � Address: r. Contact Person: (Attach Proof of Ownership & Legal Description) Phone: q'% - State License Number: f-15 O C+2 S C 1 13 1 _l i Phone: 407 — T7 7 Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit i!>erTjoation t ify the w r of the property of the requirements of F i L FS 713. l � o l O� Si/g�na,, n 'A/gent Date Si ontractor/A enC� D 16 Print O er/Agent's Name / Print Contr or/ ent's Name rp� O% Si Date Sig ature of Notary -State of Florida Date �:tr'ig�s EUZABETfi DI CONSIGUO � � MY COMMISSION # DD 444261 - y • i EXPIRES: October 24, 2009 ✓� Public Stale of Floride t O Contra /Agent is _ ers�liIliowe or WM Produced ID - """-' SWOWT ion DD495642 L 'I'►or n Expires 1210112009 APPLICATION APPROVED BY:Bidg: P14Zcai 7 �vUtilities: - - FD:- - (Pto & Date) (initial & Dale) (Initial & Date) (Initial & Date) gwf 5pccialConditions: ild► tMt lei nnf"alr!►y,w� /Z-F?-47iyn% 71 _- A INTERNALLY ILLUMINATED DOUBLE SIDED m 1 MONUMENT SIGN 9 v D w CABINETS: FABRICATED ALUMINUM PAINTED WITH MATTHEWS ACRYLIC r w 3 A URETHANE ENAMEL: STUCCO FINISH D (D m� FACES: (MAIN ID) ROUTED ALUMINUM BACKED WITH BLACK/WHITE N -4 1 C PLEXIGLASS; (TENANTS) FLAT WHITE ACRYLIC WITH FIRST SURFACE APPLIED 19 N i N z VINYL COPY AND DIVIDER LINES ,+ ILLUMINATION: 800ma HO FLUORESCENT LAMPS N Z M BASE, COLUMNS &ACCENTS: FABRICATED ALUMINUM PAINTED 0 .. D m WITH MATTHEWS ACRYLIC URETHANE ENAMEL: STUCCO FINISH a 0-1 aI In z x 'n a o� SIGN DIMENSIONS: I' -4"x 10'-0"; 7'-6"x 10'-9" N i Z SQUARE FOOTAGE: 13.3; 80.6 (TOTAL: 93.9)(� A r 14'-6" d 14 Kn o(4 I 14'-0 " - 2'-2" 0 o 7Co z {�� n 10'-9" 1 ' 10" o N 3 10'-0" JOB: BRIO BUSINESS CENTER N / R 1iii DESIGN #: 1 17-4A DATE: 4/27/06 U S 1 N E S S e E N T E R DESIGNER: C HB SALESMAN: M. MOONEY SCALE: 3/8"=1'-O" • 1.5/9/06 INCREASE BASE HGT r DECREASE CAB HGT 2. - I 19 3. _ - ALUMINUM N DIVIDER 4 BARS APPROVED BY: DATE: 1 1 1 1 1 1 Ca 04 IL Iwo iaeura. n. m . 0, i 1 1 1 1� 1 1 1 1, 1 1 1 1� 1 1 1 Em 40L 4 FTC OL a FTC PRE—ENGINEERED SIGN FACE BY OTHERS GONG G. FTC SION ELEVATION (SCALE �" = 19 51.mC-n,DiDC ." q6 uh } t H Q TI N rl--\SEGTION 9 51 ON GABINET NTS 5"(P STD PIPE DIRECT EMBED WIND DESIGN CRITERIA WILSON DRAFTING WIND VELOCITY 120 MPH AND DESIGN IMPORTANCE FACTOR 1.0 ORLANDO, FL. EXPOSURE CATEGORY(MMRF) B ROBERT WHITE P.E. INTERNAL PRESSURE COEFFICIENT +O _O 2464 PRINCETON RD, DELAND, FL. 32724 NOTE: COMPONENT a CLADDING PRESSURES 22.4 psf PH # 321-303-6699 1. DESIGN WIND PRESSURE IN FORCE COEFFICIENT cf 1.2 FL. CERT. # 13191 CONFORMANCE W/ ASCE 7-02 , 120 PROJECT MPH REGION.BRIO BUSINESS CENTER 12X14 MONUMENT 4. STRUCTURAL STEEL ASTM A36 STEEL PIPE: ( PER F.B.C. 2004 ED.) ASTM A53 GR. B SQUARE TUBE: Fy= 46KSI SANFORD, FL 2. SOIL SHALL BE CLEAN SAND WITH 5. ALL WELDING SHALL BE IN CONFORMANCE W AWS A MINIMUM ALLOWABLE BRNG PRESSURE D1.1 (LATEST EDITION) USING E70XX ELECTRODES. JOB» OF 2000 PSF AND A MINIMUM ALLOWABLE ALL WELDS SHALL BE FULL PENETRATION WELDS AT 60327 LATERAL PASSIVE PRESSURE ( FOR ISOLATED AT ALL POINTS OF CONTACT UNLESS NOTED OTHERWISE. FOR POLE) OF 600 PSF/FT. JAYCO 3. CONCRETE: SHALL BE 3000 P.S.I. ® 28 DAYS. 6. PRE—ENG'RED SIGN FACE BY OTHERS. UATE SHEET 06-07-06 2 OF 2 INTERNALLY ILLUMINATED DOUBLE SIDED MONUMENT SIGN CABINETS: FABRICATED ALUMINUM PAINTED WITH MATTHEWS ACRYLP, URETHANE EriAMEL: STUCCO FINISH FACES: (MAIN IDI ROUTED ALUMINUM BACKED WITH BLACK/WHITF PLEXIGLASS ILLUMINATION: 800ma HO FLUORESCENT LAMPS ADDRESS: 3'16" METAL LETTERS PAINTED BLACK BASE, COLUMNS & ACCENTS: FABRICATED ALUMINUM PAINTED WITH MATTHE WS ACRYLIC URETHANE ENAMEL: STUCCO FINISH SIGN DIMENSIONS: T-10" x T-6" SQUARE FOOTAGE: 21.25 m Ira O „ c0 >_ ID m m N N n N i D" 2 n ^ ZD 0 m 2R 7 xD i 'r N r AO Z is � r o � m ;2; 0 v 0 VI m y y N m N JOB: BRIO BUSINESS CENTER DESIGN #: 1 17-5113 DATE: 4/27/06 101-4" j _g DESIGNER: CHB SALESMAN: M. MOONEY 9'-10" l'-4 " SCALE: 1/2"=I' -O" '-0 " 7' 6" I 1 1.5/9/06 REDUCE SIGN SIZE: KQ TEN-A�KT5t_ _ 1105-1 295 BASE O BASE TO 2'-0— NO __ ADDRESS 3_ R 10 �3USINESS 04 (L E N T E R APPROVED BY: DATE: N GOL a FT PRE—ENC I NEERED SIGN FAGS BY OTHERS GONG. FTC S C N ELEVATION (SCALE �" = I') 3" m STD PIPES TL 2"X2 "Xi " TI (V SECTION ® SIGN GABINET NTS L a FTC WIND DESIGN CRITERIA WILSON DRAFTING WIND VELOCITY 120 MPH AND DESIGN IMPORTANCE FACTOR 1.0 ORLANDO, FL. EXPOSURE CATEGORY (MMRF) B ROBERT WHITE P.E. INTERNAL PRESSURE COEFFICIENT +0 -0 2464 PRINCETON RD,DELAND, FL. 32724 NOTE: COMPONENT & CLADDING PRESSURES 22.4 psf PH # 321-303-6699 1. DESIGN WIND PRESSURE IN FORCE COEFFICIENT °f 2 FL. CERT. # 13191 CONFORMANCE W/ ASCE 7-02 120 PROJECT MPH REGION. 4. STRUCTURAL STEEL ASTM A36 STEEL PIPE: BRIO BUSINESS CENTER ( PER F.B.C. 2004 ED.) ASTM A53 GR. B SQUARE TUBE: Fy= 46KSI SANFORD, FL 2. SOIL SHALL BE CLEAN SAND WITH 5. ALL WELDING SHALL BE IN CONFORMANCE W AWS A MINIMUM ALLOWABLE BRNG PRESSURE D1.1 (LATEST EDITION) USING E70XX ELECTRODES. JOB# OF 2000 PSF AND A MINIMUM ALLOWABLE 60327 LATERAL PASSIVE PRESSURE (FOR ISOLATED ALL WELDS SHALL BE FULL PENETRATION WELDS AT POLE) OF 600 PSF/FT. AT ALL POINTS OF CONTACT UNLESS NOTED OTHERWISE. FOH JAYCO 3. CONCRETE: SHALL BE 3000 P.S.I. ® 28 DAYS, 6. PRE-ENG'RED SIGN FACE BY OTHERS. DATE s"'ET S 1 06-07-06 1 OF 2 IN 7, EI )=C TICAL PETAIL FGR GA6INE i" 5IO i 2ELTC DL:HG 2. JGOLE 3 N/ -.F IN LAMP 5-OC;<E-� �. "/PICrL Gr.LLA.GT (GI7E3 Aa P.Ea'G) 4, A. (C.-.81NE` lAGUNTED) EXTEZ*Ir.L-c?`i!CE ISCtrtNc T 3WITC;1 � R ;PGCE'„1CUPITEGjEffE? IAL 5CP',ICE :IGC. tItiEC” GrIITC (INSTr.LLED MIN. 3F 18" ; °OM yr ; .C/E) .'.LL '0 BE P E:' 'J.L. .PPPGVEO -�PE.:;F!C.4IGN5 " SIGN 70 5E GPGUNCED -E' ?LE..:. 250 (TI _ ( i =S OUOU208 JL= '.+1005 uo� su.aaaa we aar saarsn - "w• ELEC. SPECScae.n�or --A-H:: o.1c 12/27/00 G. 'fODE R CHB '.62.) ;cy In '=I•-0. / � 1 / \ \ OLP \ �PDMAppanerlDt4unner__ ________ SwwXle Gwity Approed for wrtstrlrcbw This apamal Is m4ed tD speak avdunrence to Atte Sov-de Cantly Land De`elopred Code and "special mqi. laps of die Ba•d of Courtly Canirnsiarers_ I sW be are nlspumbitily of true developer to cued miy defects in the plans a IN holily at mvstruled wfoch msub m a failure to meet applicable code relXRdrCnfS. Administrative acceptance of the develope s plans does not mnstialoe a waives of any code rerpnwmts nor does A relieve ft developer of resporsiGFly to meet those reairenwnts. This specific approval a valid for a period of one yew Ir m the date beim. ATproved. SanGple Cordy Developnlatl Review Depaimmit Date / SIGNtoatax - \ —,�.1. 1 ' \\ \ NEN' , 10' SIDEWALK 4 TEMP. CONSTRUCTION■ \ B11A.0f1G 4 EASEMENT DE:WATED TO SEMINOLE COUNTY PHASE , PHASING PLA • N.T.S. '(r • • i lJ� \$\ $;� \ \ \\ • • ® A\`y' a \ \ G LZ \ \ O ♦ PHASE A \\a\ \ \�'\\ •• ® \ E \\ \ \ I I srrE DATA - SIDEWALK \ \ SEMINOLE 0(AIRPORT BLVD. ® CO.J� ' �� fi _ \ \\ \ pr,\lO 0,A�PROPOSED LARD USE: ALL THOSE LAND USES ALLOWED al GC -"e AND Po -1 ZONING DISTRICTS. NEN \ \ \jv` AUTOMOTIVE LAND USES SHALL BE PERMITTED ON SITE WITH THE EXCEPTION 1�j1 I z M BLxD- Q `� F. I \ � � THAT AUTOMOBILE AND TRUCK ACCESSORY SALES AND INSTALLATION (INDOORS ONLYL) r MAY BE CDNSIDERED IF APPROVED AS A CONDITIONAL USE PROVIDED THERE ARE NO \ A \ \ \� y SICNIFICANF ENVIRONMENTAL RISKS SUCH AS PETROLEUM PRODUCTS DISPOSAL. AZA, AVA \ \ �� PROPOSED ZONING: P.D., PLANNED DEVELOPMENT t -9� � ..►�.� SITE AREA 311.454 SF 7.15 AC. PHASE I \ / ,� V,,� ,I\ BUILDING AREA: 77,580 SF FLOOR AREA RATIO = .25 PAVEMENT AREA = 124.127 SF = 295 M. \ ® sr4N toU1oN \ TOTAL IMPERVIOUS AREA = 201.707 SF = 4.63 AC. = 64.8% TOTAL PERVIOUS AREA (OPEN SPACE) = 109.747 SF = 2.52 AC. = 35.2% SETBACKS: AIRPORT BLVD.: 110' FROM CENTER LINE OF AIRPORT BLVD. 60' FROM R/W OF AIRPORT BLVD. ® \ ® ►�r \\moi'% \ CSX RAILROAD R/W : 10' \ � SR 417: 10' PHASE N � SOUTHEAST SIDE: 10' NUMBER OF PARKING SPACES ARE PROVIDED PER PD RSED ON THE FOLLOWING O ASSUMPTIONS ACTUAL OCCUPANCY AND PARKING REQUIREMENTS MAY BE DIFFERENT If 04%. L1ALOUSl.4l� / S� 4 ICK' I V-% ti ® \ Y/ +050% ' / © PMKING REOUIRED: BUILDING AREA = 77.580 S.F. J O \ +0 \ 50% OFFICE: = 38.790 SF fro �` \ / 1 SPS / 200 S.F.. = 194 SPACES it T , 50% WAREHOUSE: = 38.790 S.F. I SPACE / 1000 S.F.: = 39 SPACES TOTAL REOUIRED = 233 SPACES PARKING PROVIDED: = 242 STANDARD SPACES 8 HANDICAP SPACES \ / 250 SPACES � \ UT1LUY SERVICES PROPOSED UTILITIES vert QI \ �\ ®_////LEGEND XI 1. �, SANITARY SEWER COI' OFDSANFORD­EMAND FLORIN ESTIMATED DEMAND: li GPD / 1000 SF = 1157.25 GPD POTABLE WATER: ASPHALT PAVEMENT ESTI OF SANFORD. FLORIDA15GP ESTIMATED DEMAND: 15 GPD / 1000 SF = 1157.25 CPD ELECTRICAL POWER: FLORIDA POWER CORPORATION ® ® CONCRETE WALK PER FPC REQUIREMENTS SOLID WASTE: CITY OF SANFORD , FLORIDA CONCRETE CURB POLICE k FIRE. Cftt OF SANFORD, FLORIDA LIGHT POLE METHOD OF FIREPROTECTION - BUILDING SPRINKLER k FIRE HYDRANT O MAX. 250' FROM BUILDING. TRAFFIC IMPACT: SEMINOLE COUNTY DRAEWAY CONNECTION PERMIT IS REQUIRED APPROPRIATE PERMIT AND IMPACT FEE WILL BE OBTAINED AND PAID THROUGH SEMINOLE COUNTY Z �o V No w w C n^ Z z w � ow s z • • z C W� a • V N non w Z • CO Y a m Cl) i 8 l Sa OZ � ZO I nes of W Z W F- U U)W —0; ir W F- 5 Er 0 CL U E O 0 OFFr ry� W V♦ Z 5/10/04 90% REVIEW 5/24/04 SITE PLAN APPROVAL 7/14/04 PER CITY OF SANFORD 9/16/04 PER (OTA' OF SANFORD 10/15/04 PER SEMINOLE CO. 01/27/05 PER CITY OF SANFORD Issue Dote .. Purpose Pmjett Number 0356 ^' ��`. Dy: NAY' Cnecicce Y.1e CH"' C100 a.mAacaw BRIO COMMERCE CENTER S.R. 46-A g� o �t{s SIS , VICINITY MAP NOT TO SCAT E NOTE: CONTRACTOR SHALL PAY FOR AND OBTAIN ALL THE REQUIRED SEMINOLE COUNTY PERMITS AND HOLD A PRE—CONSTRUCTION CONFERENCE BEFORE STARTING WORK. CONTACT JACKIE LARACUENTE, DEVELOPMENT REVIEW DIVISION, (407)665-74-09 FOR INFORMATION ON SETTING YOUR PRE— CONSTRUCTION MEETING, ISSUE OF COUNTY PERMITS AND OTHER REQUIREMENTS. SANFORD FLORIDA LEGAL DESCRIPTION A PORTION F THE NORTHWEST 1/4 OF SECTION 2. TOWNSHIP 20 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE WEST 1/4 CORNER OF SAID SECTION 2; THENCE NORTH D013'13' WEST ALONG THE WEST LINE OF THE NORTHWEST 1/4 OF SAID SECTION 2 A DISTANCE OF 146.46 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 001313' WEST ALONG SAID WEST LINE A DISTANCE OF 43.95 FEET TO A POINT ON THE SOUTHEASTERLY RIGHT-OF-WAY LINE OF THE C.S.X. RAILROAD; THENCE NORTH 4245'10' FAST ALONG SAID SOUTHEASTERLY RIGHT-OF-WAY UNE A DISTANCE OF 334.66 FEET TO A POW ON THE SOUTHWESTERLY RIGHT -0F -WAY LINE OF AIRPORT BOULEVARD AS SHOWN ON THE FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MMP FOR STATE ROAD 417, SECTION 77310-2501, DATED MAY 12, 1998; THENCE ALONG YID SOUTHWESTERLY RENT -OF -WAY UNE THE FOLLOWING COURSES AND DISTANCES. SOUTH 381Y07' EAST A DISTANCE OF 20249 FEET; THENCE SOUTH 3743'58' EAST A DISTANCE OF 792.38 FEET; THENCE SOUTH 41'16'30' WEST, A DISTANCE OF 20.38 FEET TO A POINT ON THE RIGHT -0F -WAY LINE OF STATE ROAD NO. 417 AS SHOWN ON THE FLORIDA DEPARTMENT OF TRANSPORTATION RW -OF -WAY MAP, SECTION 77310-2501. DATED MAY 12, 1998; THENCE CONTINUE SOUTH 41'16'30' WEST ALONG SAID RIGHT-OF-WAY UNE A DISTANCE OF 22534 FEET TO A POINT ON THE. NORTHEASTERLY RIGHT -OF -WA" LINE OF SAID STATE ROD 417; THENCE NORTH 4843'30 WEST ALONG SAID NORTHEASTER"' RIGHT-OF-WAY UNE A DISTANCE OF 96.34 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 5,09026 FEET, A CENTRAL ANGLE OF 09'42'45' AND CHORD DISTANCE OF 861.84 FEET THAT BEARS NORTH 4552'06' WEST; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE AND ALONG SND NORTHEASTERLY RGHT-OF-WAY L94E A DSTANCE OF 862.88 FEET TO THE POINT OF BEGINNING. CONTAINING 7.15 ACRES, MOS OR LESS. INDEX OF DRAWINGS CS1 - COVER SHEET COO' - OVERALL EXISTING SITE PLAN COO --003 - SITE DEMOLITION / EROSION CONTROL PLAN C100 — OVERALL NEW SITE PLAN C10i-102 — SITE DEVELOPMENT PLAN C104-104 - SITE GEOMETRY PLAN C201-202 - GRADING AND DRAINAGE PLAN C301-302 - SITE UTILM PLAN C40' - SITE DETAILS C402 - SITE DETAILS C403 - SITE DETAILS C404 - SITE DETAILS C40_ - SITE DETAILS C406 - LIFT STATION DETAILS L-101, - LANDSCAPE PLAN PARCEL ID NO. 02-20-30-300-034A-0000 Semi* Carty NI camnxfim a nd aubaimd for sarrfay CA bon sysw.. wsw *sbb on stsfenc. ad cbm Wabr Iratagrtad sysmm and aA applicable (Jed". state, ad Wrier mtrapemm dWris. etc) Prw& are obsited. SwImle County lard Deudo;=tnI Code Ra Nmw s ALL traffic mrtrd eigrc and *V" Irw be it xmdante With Sorrrnk Canty Lard Developmrre Code Cttaplr 3023+wrpo abV MUTCD ad Semnde County Trallc Sbrderds and in MW inb bl PR'DR b OCCUPANCY d sblxhres. Semiatle County lad DelrebprWN Code Ragimmits ANY roadwa" b be date n Srritole Cally r0kF w" Wil mqm a mn*ucu n z" phn 1 pend ad appwel hen TrafNc Ery Wrig at I wt 5 days prior to mw—awned. Sembob Cordy LaM Dewelopn d Coda Reouffvr&* Ade¢mle a! -bky per gn 6"116'. nes[ be gapNc* m sib plan por to pea apl d amass bmbm. al mrddi m a off sde Which Would aeae a sight obstruction sia8 be braled on sealed plan. any sigh obseucion bud In 6Md ouch's rot m appw+d pb. e d ase erolediab ravocibn d pwrtn Seniok Canty Uaftwouci Ubily Pend Reoued Sambob Canty R#dof-Way UQmbm Pmn d Ra4amd Semrois Canty SIe Pani! Reglied Pmp"App—IDNumbr__ swwole County Approved for mnseuction Ths apparel Is abjad b speck mn(amonm to de Senwole Canty Lad DeteloMwt Code ard ay'pedal mquemris of IW Boad of Coady CommSM m. If s W be IW mspmsbi y of the d iopr b coned any de(ecu n ep pas Of bW %City as =W RK*d Which result b a tavue to meet Wgk3ble code mgriemara. A&r raeve ameptm= of IW developels phut des nal mmffiAe a Wa of any rode mgweawRs roc does d mb— the dereiopa of mspmnbity to meal Mw mgllenWm'. This speck ao mW Is valid for a period of one year Iran the dee below APP— Se,ni t* Canty Dmelopnlr t R—W Departrrml Dole DEVELOPMENT INFORMATION STEMPER TRUST, BARTON PILCHER SUCCESSOR TRUSTEE, 2595 S. SANFORD AVENUE, SANFORD, FL 32773 PHONE (407) 875-9989 Dersorim MK%LLC GEORGE J. VELE. MEMBER 301 CAROLYN DRIVE OVIEDO. FL 32765 PHONE (407) 949-0708 rUMf6b eC OOMODRM✓ 4 WIC. 1053 N. ORLANDO AVE.. SUITE 3. AWTl_kNC. FL. 32751 PHONE (4071 629-4288 ftfhcll?I► lOL61lEiAM M •LwNe»a + 66AR M oar. 6500 ALL NAERVCJW BOULEVARD, ORLANDO, FL. 32810-4250 PHONE (407) 292-0580 N07M SEMINOLE COUNT' HAS AGREED TO CONSTRUCT SIDEWALK AS PART OF AIRPORT BLVD IMPROVEMENTS. OWNER WILL PROVIDE STREET LIGUHTING IN ACCORDANCE WITH CITY OF SNNFORD REOIRREMENTS AT AIRPORT BLVD. URBAN DESIGN PLANNING ENGINEERING SKConsortium, Inc. 1053 N. ORLANDO AVE. a SUITE . • MAITLAND • FLORIDA 32751 TELEPHONE 407-629-4288a FACSIMILE 407-629-1656 0 EB# 7050