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Home My WebLink AboutRequest CAB #09-03 4/06/2009BOARD DECISION OF RE:VEST CAB Request No. C Date(s) Rec uest Considered by the Board: rLL Co,ac)() BOARD ACTION TAKEN: Approved as Submitted and Presented. Approved with the following condition(s): Irrn 1.9cclu /011( I cti-a.m.LTn - 5-31,u(4117 > me key -1' c p ca�c �n�j —5LL&►I Le 1Er 3c tnd Note: Postponed for Additional Information. Denied. Please refer to Section 22-43 (b) of the City code regarding Expiration of approval. Please refer to Section 22-45 of the City code regarding Appeal of the Board's decision. Signature of Chairperson -8- TO BE COMPLETED BY APPLICANT Type of Request: S , °~ fic Date Submitted: 3 - z-3 - d % Project Name (if Applicable): cf2 COMMITY APPEARANCF BOARD APPLICATION & GENERAL INFeRMATION LtL5Pt9-0 c-vt i-- S Project Address: Z 1 M4�-�9 tG Viet,/ Legal Description: Section 2 y , Township ' 7 , Range / S , Lot(s) -z 3 , Block 7 S Parcel Subdivision: D Sc-0 . 4 2y T :¢ Name(s) of Property Owner(s): ff N,, c :Pc, /0 ic-dc-- Owner(s) Address: / Z 2 4. 4 i j, 1'0 (// s 14' T. Phone#: 7 �- /' �% 3' 3 Z 6 3 Fax#: Applicant Name: c77Zy Applicant Address: ,;Z 7 d 1'o4eN'IN. r/ 'o f . m 4 t?gt Phone#: 3 2 / - `l S S - 6 68 °% Fax#: I- - s 7 (Office Use Only) Is application complete:�Y� es No If no, date application returned to applicant:/ Date/Time Board will consider request: ` - lc,- CI Application Fee:'- Fee Paid: Yes/No Application Reviewed by: Date Reviewed:;i -3- �% 3(r1,(64 0-75,00 aK , 3(4 LEVELS I & III Commercial & industrial projects 850 sq. ft. or less ✓ 1-3 residential units Sign fences (1 to 3 residential units) single family residential addition 850 sq. ft. or less change of exterior building or roof color upon commercial buildings or structures within the C-1, C-2, and M-1 Zoning Districts on N. Atlantic Avenue & Astronaut Boulevard. REQUIRED INFORMATION Vicinity Map locating all zoning classifications (10 Copies) For new development of unimproved property, a concept plan locating improvements. (10 Copies) Minimum of three color photographs of site and setting, including surrounding properties. At least two elevations to scale. (10 copies) (Level I only) Sample of actual materials, textures and colors. (may be presented at Board Meeting) BANANA RIVER BR92 B.°35 BR91 BR90 BR94 BR93 C2 PROPOSED FUTURE LAND USE Cl COMMERCIAL C2 COMMERCIAL/MANUFACTURING 141 INDUSTRIAL R2RESIDENTIAL RESIDENTIAL R3 RESIDENTIAL PUB PUBLIC/RECREATION CON CONSERRVATION AREA L ARCHAELOGICAL SITE SCALE: 0 500 1000 CITY OF CAPE CANAVERAL LOCAL COMPREHENSIVE PLAN FUTURE LAND USE MAP Figure 7-3 ci R2 R2 ATLANTIC OCEAN Ivey, Harris & Walls, Inc. PLANERS • EN09tFA8 • 1A1D9CAPE ARCNTECTS B3I WWI* . 1 •. Pm, n San hem Mg • SIT• ••rn ut • Nr • 7.0 J09 NO. 988.04 DATE: 01-05-99 1: VROJ\0091t04\MNSVIGL3•00.1• 0 5 c • Page 1 of 1 Distance 0 Zoom Bar I Aerial View Range Increase View - _ +47 Map C' Aerial (Ortno) Change J, Locate Parcel ID:1 Locate I Zoom to Brevard County .910 Printable Version Map Preview Check below then Update r Parcels r ZonCnty ZonCity r GolfCourses (� Schools r Libraries r RoadNames r Sections F Water Update Help Legend http://www.brevardpropertyappraiser.com/temp/graFrame200903231334549818.html 3/23/2009 ,Jr PC. 138.00 Ev. REC PK NAIL CONC S/WI 1 /6 pR lwr5 fz4 k S I n Xis PAL/ 100 X 1 p/ 74110, j24.4 q4 A —A -A ';`P) IC w 0.4 OFF REC 5/8" L R. (6719) POL®129.86 REC 5/8" 1 R ' (4119) POL0139.52 6 :11 MANATEE BAY DRI�V ' Ef _ PRIVATE 24INGRESS-EGRESS,, UTILITY EAS ENT �"EC PK NAIL 100.00 S 89'28 08" E 27' BRICK DRIVE PROPOSED RESIDENCE 80.00x69.00 PROPOSED FFE= 8.00 ` UINA mR / MEAN HIGH WATER LINE' EL= 0.35 LOT 23 BANANA RIVER 100.00 N 89 °0913" W N071'1.AI11'1) CURB 666 CONC S/W REC 5/8" L R. (4119) POL®129.11 900.00 1' 1 GRUSENMEYER-SCOTT & WALKER. INC.-LAND SURVEYORS LEGEND P =PLAT F -FIELD I.P. =IRON PIPE I.R. =IRON ROD C.M. =CONCRETE MONUMENT SET I.R. -5/8" I.R. W//LB 6710 REC. =RECOVERED P.O.B. =POINT OF BEGINNING P.O.C. =POINT OF COMMENCEMENT CL =CENTERLINE N&O =NAIL & DISC R/W =RIGI IT -OF -WAY ESMT. =EASEMENT DRAIN. =DRAINAGE UTIL. =UTILITY C.L. FC. =CHAIN LINK FENCE WO. F.C. =WOOD FENCE C/B =CONCRETE BLOCK P.C. =POINT OF CURVATURE P.T. =POINT OF TANGENCY D =DESCRIPTION B.B. =BASE BEARING (SEE 18) A/C =AIR CONDITIONER P.U. & D.E. =PUBLIC UTILITIES & DRAINAGE ESMT. R =RADIUS L =ARC LENGTH A =CENTRAL ANGLE CH =CHORD C.B. -CHORD BEARING P.O.L. =POINT ON LINE TYP. =TYPICAL P.R.C. =POINT OF REVERSE CURVATURE P.C.C. =POINT OF COMPOUND CURVATURE RAD. =RADIAL N.R. =NON -RADIAL W.P. -WITNESS POINT C =CALCULATED NORTH BREVARO COUNTY OFFICE 4175 S. U.S. 1 ROCKLEDGE, FL. 32955 321-636-1055 321-636-1404 (I LB 6710 1 R TIFIEO .,OFIN W E AX) NOTES 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17-6 FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472-027, FLORIDA STATUTES. 2. UNLESS EMBOSSED WITH SURVEYOR'S SEAL. THIS SURVEY IS NOT VALID AND IS PRESENTED FOR INFORMATIONAL PURPOSES ONLY. 3. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS OR EASEMENTS THAT AFFECT THIS PROPERTY. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. 4. 5. 6. 7. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL OTHERWISE NOTED. B. BEARINGS BASED ON ARING BEING 9. .EARIN R.L.S. NO 5362 GEODETIC VERTICAL DATUM OF 1929, UNLESS THE CENTERLINE MANATEE BAY DR S 89 25 08" E AND DISTANCES ARE PLAT AND MEASURED UNLESS OTHERWISE SHOWN. R.L.S. NO. 5362 SCALE 30' Ii +IS BUILDING/PROPERTY DOES LIE WITHIN THE ESTABLISHED SL' .CIAL FLOOD HAZARD AREA PER "FIRM" 'T LIES IN ZONE: AE" PA. IT L N 12009C 0313E MAP DATE: 4-3-89 FIELD DATE BOUNDARY 1-13-09 ORDER NO. 45718 DRAWN BY: 'DUB CHECKED BY. P. C T12i irc 61 138.00 EO REC PK NAIL MANATEE BAY DRIVE PRIVATE 24' INGRESS -EGRESS,, UTILITY EASEMENT 100.00 S 89 °28 08 " E 2' CURB 6 56 EC PK NAIL CONC S/W 0 0� REC 5/8" I R' (6719) _ - POL®129.86 - - - - - - - - - - - - - - TRANS PAD 10 C 27' BRICK DRIVE PROPOSED RESIDENCE 80.00x69.00 PROPOSED FFE= 8.00 REC 5/8" I R. (4119) POL '139.52 • 6 ml 7 f - - COQUINA ROCK SHORELINE MEAN HIGH WATER LINE EL= 0.35 LOT 23 BANANA RIVER CONC S/W REC 5/8"I.R (4119) POLAP129.11 100.00 N 89 °2913 " W NOT PLATTED 900.00 I' 7 GRUSENMEYER-SCOTT LFGF NO P =PLAT F =FIELD I.P. =IRON PIPE I.R. =IRON ROD C.M. =CONCRETE MONUMENT SET I.R. =5/8" I.R. W//LB 6710 REC. =RECOVERED P.O.B. =POINT OF BEGINNING P.O.C. =POINT OF COMMENCEMENT CL =CENTERLINE N&D =NAIL & DISC R/W =RIGHT-OF-WAY ESMT. =EASEMENT DRAIN. =DRAINAGE UTIL. =UTILITY C.L. FC. =CHAIN LINK FENCE WD. F.C. =WOOD FENCE C/B =CONCRETE BLOCK P.C. =POINT OF CURVATURE P.T. =POINT OF TANGENCY D =DESCRIPTION B.B. =BASE BEARING (SEE 18) A/C =AIR CONDITIONER P.U. & D.E. =PUBLIC UTILITIES & DRAINAGE ESMT. R =RADIUS L =ARC LENGTH A =CENTRAL ANGLE CH =CHORD C.B. =CHORD BEARING P.O.L. =POINT ON LINE TYP. =TYPICAL P.R.C. =POINT OF REVERSE CURVATURE P.C.C. =POINT OF COMPOUND CURVATURE RAD. =RADIAL N.R. =NON -RADIAL W.P. =WITNESS POINT C =CALCULATED & WALKER, INC.- LAND SURVEYORS NORTH BREVARD COUNTY OFFICE 4175 5. U5. 1 ROCKLEDGE, FL. 32955 321-636-1055 321-636-1404 (FAX) LB 6710 '1 RTIFIED ,r)IIN W. ER 8. BEARINGS BASED ON 2.L.S. NO 5362 ARING BEING NOTES 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17-6 FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472-027, FLORIDA STATUTES. 2. UNLESS EMBOSSED WITH SURVEYOR'S SEAL, THIS SURVEY IS NOT VALID AND IS PRESENTED FOR INFORMATIONAL PURPOSES ONLY. 3. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS OR EASEMENTS THAT AFFECT THIS PROPERTY. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. 7. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. THE CENTERLINE MANATEE BAY DR S 89'25'08" E AND DISTANCES ARE PLAT AND MEASURED UNLESS OTHERWISE SHOWN. R.L.S. NO. 5362 SCALE I I" = 30 I 11115 BUILDING/PROPERTY DOES LIE WITHIN THE ESTABLISHED SF =CIAL FLOOD HAZARD AREA PER "FIRM" IT LIES IN ZONE: "AE" PA)FL if 12009C 0313E MAP DATE: 4-3-89 FIELD DATE BOUNDARY 1-13-09 ORDER NO. 45718 DRAWN BY: ,/DUB CHECKED, BY: P.0 138.00 REC PK NAIL MANA TEE BA Y DRIVE E1, 6'56 _900.00 PRIVATE 24' INGRESS -EGRESS, UTILITY EASEMENT-REC PK NAIL 100.00 S 89'28'08" E 2' CURB CONC S/W w tcv tqoziOS 0.4 OFF--- 0 0 v TRANS PAD 10.0 10.0 27' BRICK DRIVE PROPOSED RESIDENCE 80. 00x69. 00 PROPOSED FEE= 8.00 10.0 CONC S/W REC 5/8 " I R. ` (6719) _ _ _ — POL ®129. 86 — o — — — — — — — — — — — — — REC 5/8'" I R (4119) REC 5/8 "" L R ' �I POL '129.11 (4119) POL49139.52 N COQUINA ROCK SHORELINE MEAN RICH WATER LINE EL= 0.35 LOT 23 BANANA RIVER 100.00 N 89'29'13" W NOT PLATTED 0 GRUSENMEYER-SCOTT & WALKER, INC.-LAND SURVEYORS LEGEND P =PLAT F -FIELD I.P. =IRON PIPE I.R. =IRON ROD C.M. =CONCRETE MONUMENT SET I.R. =5/B' I.R. W/LLB 671D REC. =RECOVERED P.O.B. -POINT OF BEGINNING P.O.C. =POINT OF COMMENCEMENT CL =CENTERLINE N&D =NAIL & DISC R/W -RIGHT-OF-WAY BM T. =EASEMENT DRAIN. =DRAINAGE UTII. -UTILITY C.L. FC. =CHAIN LINK FENCE WO. F.C. =WOOD FENCE C/8 =CONCRETE BLOCK P.C. =POINT OF CURVATURE P.T. -POINT OF TANGENCY 0 =DESCRIPTION 8 B. =BASE BEARING (SEE #8) A/C =AIR CONDITIONER P.U. & D.E. =PUBLIC UTILITIES & DRAINAGE ESM T. R =RADIUS L =ARC LENGTH 0 =CENTRAL ANGLE CH =CHORD C.B. =CHORD BEARING P.O.L. -POINT ON LINE TYP. =TYPICAL P.F.C. -POINT OF REVERSE CURVATURE P.C.C. =POINT OF COMPOUND CURVATURE RAD. =RADIAL N.R. =NON -RADIAL W.P. =WITNESS POINT C =CALCULATED NORTH BREVARD COUNTY OFFICE 4175 5. U.S. 1 ROCKLEDGE, FL. 32955 321-636-1055 321-636-1404 (FAX) LB 6710 RTIFIED ,iOIIN W. NOTES 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17- 6 FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472-027, FLORIDA STATUTES. 2. UNLESS EMBOSSED WITH SURVEYOR'S SEAL, THIS SURVEY IS NOT VALID AND IS PRESENTED FOR INFORMATIONAL PURPOSES ONLY. 3. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS OR EASEMENTS THAT AFFECT THIS PROPERTY. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. 7. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. B. BEARINGS BASED ON ER, R.L.S. NO 5362 ARING BEING THE CEN TERL /NE MANATEE BAY DR S 89'25 '08" E AND DISTANCES ARE PLAT AND MEASURED UNLESS OTHERWISE SHOWN. R.L.S. NO. 5362 SCALE I- 1" = 30 11115 BUILDING/PROPERTY DOES LIE WITHIN THE ESTABLISHED SP :CIAL FLOOD HAZARD AREA PER "FIRM" IT LIES IN ZONE: AE PA IFL N 12009C 0313E MAP DATE: 4-J-89 FIELD DATE BOUNDARY 1- 13-09 ORDER NO. 45718 DRAWN BY: ,/DUB CHECKED BY: tl 15) 1 0 e ig PiC 17H u� es-vaceeoesav S4 1.. 7' T ri 1 5f/ —1 • f, SS 1T5 [Iv €i ' I t� is s q' IP, st 1R 5. s gyq' 5.-llCly 3 6 PG 1 OF 4 J 4 P a + ill" I� k3l ., t ' ° i� ° 1` ii {t a !i 111 a i F iii t. 1s t1iti�41 [t11 {++ rli.t iai''b{{t' i i CIF i@i; wil �Fp lei e�t 3 +tyt E3ii i'I+£"14IIPIi t§3g3 EFi! 9 " 1 It 3 t i' gill( It II pi i I`'1 ii11 =t ;b, � I t . s i N „rt, S ,1li t t 11i it'1I '�. + 1111' 1 z i �!i `' Ii i §2 1 I i s 1 i i116i .e lit 1 E 4;1 1 i+; 11 k a 41ii PkI '1 it/' .!. 1 iliat P.C. O* K v REC 5/8" IR` "k:O (6719) Oti POL4129.86 C4 — a — — — — — — — — — — — — — — — -- (411— - REC9)5/8"" I R.(41195/8 "" I Rcci POL '129.11 to E POL69139. 52 • FtO COQUINA ROCK SHORELINE v V o qn4 \ W� Q o L 0 T 23 O kl .)q cc ,� BANANA RI DER 4.1 '-.,o O Cj- qv w ti q N Q� W o. O lad TRANS PAD 10.0 10.0 27' BRICK DRIVE PROPOSED RESIDENCE 80. 00x69. 00 PROPOSED FEE= 8.00 10.0 CONC S/W 100.00 N 8979 73" W NOT PLATTED GRUSENMEYER-SCOTT & WALKER, INC.-LAND SURVEYORS LEGEND I.P. I.R. C.M. SET I.R. REC. P.0.B. P.O.C. cL N&D R/W ESMT. DRAIN. UTIL. 0 CH C.B. P.O.L. TYP. P.R.C. P.C.C. RAD. N.R. W.P. =PLAT -FIELD =IRON PIPE =IRON ROD =CONCRETE MONUMENT =5/8" I.R. W/#LB 6710 =RECOVERED -POINT OF BEGINNING =POINT OF COMMENCEMENT =CENTERLINE =NAIL & DISC =RIGHT-OF-WAY =EASEMENT =DRAINAGE -UTILITY C.L. FC. =CHAIN LINK FENCE WO. F.C. =WOOD FENCE C/B =CONCRETE BLOCK P.C. =POINT OF CURVATURE P.T. -POINT OF TANGENCY D =DESCRIPTION B B. =BASE BEARING (SEE #8) A/C =AIR CONDITIONER P.U. & D.E. =PUBLIC UTILITIES & DRAINAGE ESMT. R =RADIUS L =ARC LENGTH -CENTRAL ANGLE -CHORD =CHORD BEARING =POINT ON LINE =TYPICAL =POINT OF REVERSE CURVATURE =POINT OF COMPOUND CURVATURE =RADIAL =NON -RADIAL =WITNESS POINT =CALCULATED 138.00 _ Eti REC PK NAILS 6 it MANA TEE BAY DRIVE Eti` 6 36 900 00 PRIVATE 24 INGRESS -EGRESS, UTILITY EASEMENT IREC PK NAIL 100. S 89'2B 08" E 2' CURB CONC S/W w co to �NpN,N►` 0.4 OFFS V NORTH BR£VARD COUNTY OFFICE 4175 5. U.S. 1 ROCKLEDGE, FL 32955 321-6,36-1055 321-636-1404 (FAX) LB 6710 :f. RTIFIED ,i7FIN W. MEAN HIGH WATER LINE EL- 0.35 NOTES 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17-6 FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472-027, FLORIDA STATUTES. 2. UNLESS EMBOSSED WITH SURVEYOR'S SEAL. THIS SURVEY IS NOT VALID AND IS PRESENTED FOR INFORMATIONAL PURPOSES ONLY. 3. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS OR EASEMENTS THAT AFFECT THIS PROPERTY. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. 7. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. 8. BEARINGS BASED ON ER, R.L.S. NO 5362 ARING BEING THE CENTERLINE MANA TEE BAY DR S 89 25 '08 ", E AND DISTANCES ARE PLAT AND MEASURED UNLESS OTHERWISE SHOWN. R.L.S. N0. 5362 SCALE-- 1" = 30 -----I 11N6 BUILDING/PROPERTY DOES LIE WITHIN THE ESTABLISHED SP=CIAL FLOOD HAZARD AREA PER "FIRM" IT LIES IN ZONE: "A E" PA VFL b 12009C 0.313E MAP DATE. 4-3-89 FIELD DATE BOUNDARY 1- 13-09 ORDER N0. 45718 DRAWN BY: 'DUB CHECKED BY: