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HomeMy WebLinkAboutApproved Site Plan.0 I PAVING - a I' `�� 2 ' �0 EARS ec o � � ;I _.. 24'� LONG PAVEMLP 11 li C! 1NCR`E_FE "'AR STOP�MDETAII.._^ NOT TO SCALE •k" C0r4C`. SIOFWAi K WITH C" X(i" 10/11J WIRE SAW CTT CONTFA- WN IOINIS 10.0.C. ANo INSTAL-!. EXPANSION 1Nr, 10• o.c. SEE FIN.11 V. FOR SLOPE COMPACTED FILL TYPICAL WALF,�'\ DETAIL- NOT TO SCALE _�9 1$_ I L� P I*INO By D1s�►i�t-E1t iv PERMIT Z U. HANDICAPPED SIGN _ S E E SITE PLAN i Ul ' OF POND ALL RF r _ NTION POND E3AP K S U E � S"GU D Q'�WO.' FT,ETENTION SECTION NOT TO SCALE 1 / 2" RAD 100 OF CURBS li�' 2 PAVING --1" TYPE III A3rHATHIC C;Ot4CRfrE PAVING HAVING A MIN, MARSHALL STAE3ILITY OF 1,000 LBS., SHALL MEET F.D.O.T. STANDARD SPECIFICATIONS FOR ROADS (SOIL- CEMENT SHALL BE ALLOWED TO CURE: A MIN. OF 14 DAYS BEFORE AIXIPLING WEARING SURFACE) 6 THICK SOIL CEMF.NT SASE-- COMPACTED TO y5% OF THE STANDARD PROCTOR(AASHTO T- 134)MAX. DRY OENSIT-Y AND HAVE COMPRESSIVE STRENGTH OF .3C'() PSI IN 7 DAYS E:CTEND SUES -BASE 6" PASSED PAVING AT SIDES(IF' NO CURES) 12" COMPACTED SUBGRADE-TO 95% PROCTOR DRY DENSITf --,�' CURB � PAVING DETAIL NOT 1-0 SCALE GRATE U.S.FOUNDRY N0.6120 18" WIDE X 2--3/4" DEEP 1/4" BELOW PAVING --� / i-- PAVING ____ •- 2___.1/4%1-112"X3/16" ANGLES WITH 1/4- REBAR WELDED EVERY 48- 4150 _ #5008" 0 • C . SLOTTED TRENCH DETAIL NOT To SCALE 1 ! TYPE A OR 8 FENCE �SYtN_E NOTL- STAKE �BCH E�1f S WITH I -Y XZ X4 LONitricES4 .r +� LOSE 501- rtACED 8't ',HOWL ANO L1 ',HTLY V.IMPACTED ALOW U1 ;IJAM -` FACE 4F 6^Lf S. I.__-----.-- BALES BACKED BY FENCE NOT TO SCALE F ROIECTION APOUND INLETS OR 4.1,IMI AR SFRUCTURE: rlcT To SCALE RUST ct7PT1ANS! 7' r 4' OR - OPTIONAL POST POS7T10NS 2 1/i' MIN, CSW WOOD: STEL 1.3.3 UBS; FT. ?AIN.) MAX. 20, PRU 1PLE POST Pt7Stf*N - (GMIT'ED 2Q TOWAYtp (t.gyr) _ ______...___.. __._..,. �-•-• f1l,LER F�fIRIC 1 CONFORWicE WITH 1 �'�=...:s.�.-..:-�c :a�Ta-----� Mug FD011' SP'EC.) I as�sl ,j k.lor-s� .�T_t &I N �+1i �h) FILTER FAE C 1 - - } _ L It 1 _ - . 2 3 . HI J D ? , R ur a to 1 SILT FLOW r"kul•1 THE SELTICg� -+_uFZtJER l:lAflil_1I �u �E.T! t_ 01.1 G T 'r 1 E S u UT H LII 1 L OF E C� 1 101 2 0 THE PO I t4T O F _41- - __- 1 E 1- F S T 'IT E R CS=I G "T 1u THIS11 E rC-1 STATE RD 401(AiA) VI C I H ITY MAP f D,O.T. ROAZ#4AY & EASEMENT PERMIT IS t r�TERSEGT I Otl WITH THE WES 1"ERt_ i HL LrH7 --UF - �.-. ( L. I ' .J f - -- - -- -- - - - TAT""' REUUIREU FOR DRIVEWAY- 'l El .- FOF1HERL I STATE P,tJtiC> ►, I ► 1 ►1'� I'it�1 1�1�►-• ' --10 I > _ THENCE RUt 1 ELEVATION 5 TION PA'JMJ,--I' TYPE III ASPHATHIC CONCRETE PA;VV40 HAVING A ISN. PROP. LINE MARS14ALL STABILITY OF 1,000 LOS., SHALL MEET F.D.O.T. STANOARO SF1CCIFW_A'n0NS FOR ROADS IJ0RTHERL.1 HLCA4G THE SAID WESTERL ( fiI I=;HT-OF-W'-;r L It,IE OF' SAID _ STATE TYPE L III SILT � E N C E (SSL- CEMENT SHALL BE ALLOWED M CURE A MIK OF 14 DAYS BEF URE UXWLING WEARING SURF � kt'b,G, SIH a C'I STAtJGE OF 40 FEET 'tf:.I THE FOII�IT OF 6EC�Ir�u•JIt�IG OF THE: - NOT To SCALE 11.6 PROPERT'-( HERE I H DESL R I BEG . THEIJCE: (_--%x,1T I t,1UE 14CIRTHERLY' ALGr115 SA I G _ STREET PAVING BIGHT-t`+F= -W '1' LIIJE OF STr+TF f<ID►-+C, Wlr,. ►� CSI 5Tt-V4:E. OF 525 FEET TO ERO�IC�f`J AN�) �1=�L1Iv1E�I�ITA1 I�JN`CGN1 ROl_5 DURI��G CON �TRUCT��_ `J IG.23 _ ----- -`�" T HE �i tu,rli L I I IE I_, THE Er ITR", HLCE F I GHT-CIF-Wi"i f TO CHPE SHORE'_') THE FOLLOWING PRINCIPLES ARE TO E3F_ li'iSTALLH) FOR ALL LAND DISTURBING A,CTMTY: C-01 IDIA.1II 11 1-111. 1 rit_I 11.. E= i'lk 1 111.'=. 1 EPL. � ►,I_ ul I�� THE I fyT'E- 4t1CIf�E$ [`N� ki;I�C k A_ THE LAND-til°;TURI3ING ACTIVIFIL`> StWl_ COWORM TO EXISTING TOPOt7WHY AND SOIL TYPE SO AS TO CREATE THE LOWEST PRACTICAL EROSION POTLMTIAL. 6" THICK SqL CEMENT BASE 1, I '�,TF-J-1C. F OF I I.1 I- ELT . THEI IC L RIA 1 SOUTHERI- I B. LAND- (WcOUPDING A.CTNFr1ES -,HALL RE: CONOUCTED IN A MANNER MINIMIZING EROSION. COMPACTED TO 98x DE NStTY PIFR AAs►aTo T - 180.721C. F: I t�H HT , f, C. THE DISTUFUED AREA. AND THE DURA';r-�IN OF EXPOSURE TO ERc)SIVE ELEMENTS SHALL BE KEPT TO A PARCTICABLE MINIMUM. MFTtK)0 'A' OR LBR 40 IN R/W UMITS PtikFiLLE.L TO f FiE:. WELT EN,L t R 11,.1HI t_+iAt-i ( ;_I F. �.1 r1 1 E R,CIi-,D t� I N r �� G. EROSION CUtOROL MUST BE SIRICTi_` MAINTArdED DURING CUT AND FILL OPERATIONS. E?RENU Sl►B -SASE 6" PASSED PAVING AT SIUES(If NO CURB) ` , - ,- t I ,IT F� ` ! (- I. IF- f:. I -; i :'f •I ' T H .H E_ ? IJf i E. U+STIJRF-IED SOIL SHAH. ESE STAEtILIZFL AS COCKLY AS PRACTICABLE. F F E_ 7 TO H E I r WHENEVF R V ASIBL E, NATURAL VF 0FTA,TI0N SrAAI.L ESE F.ETAINED, PROTECTED AND SUPPLEMENTED. 12 coMFAc1Eo suRCRADE-TCS ss rRacruR DELT cfNSITY - ' t j I I t_. ( F = l r I I. ' +z3 , A t' ; `> t I,04C-E. OF 17j G. TEMPORARY VCGETATIQN OR tilllt c t IINc; SHALL. BE EMPLOYF O r0 r r'OTECT EXPOSED CRITICAL AREAS DURING DEVFi.Or mLNT, EN_ T c k1-1' r4l_ C>t'Jla+ T HL. : I.I�l1 F1 H. PERMANENT VEC-ETAVION AND TRUC10RAL. EROSION CON-IROL MEASURES SHALL BE INSTAL -LED AS SOON AS PRACTICA(3ll F E_ -ET rG THE f �,►i.1 I>I , C„!~ L : F+ 1 ✓ L--+( 11r::+ BL I 1 46 LCJCATED Ili I ADEQUAI pRCrVIaiGNS MUST EIC r'ROVIr CG TO MIr4IMI'F: EiAMAt�E FROM SURFACE WATER TO CUT FACE OF EXCAVATIONS QRPTtiE SLOF�IraC SURFACE or FILLS. SECT I C1t'1 ! t}%�i1 J`� I 1 i E' . SCIUT }i , Fi rE 1C�E ? �' taST , ®E�EVARD GOr.1t`1T Y J, TO THE CXTFNT NECESSARY, SE.:DWENi 1►d RUNOFF WATER MUST pE TRAPPED BY THE USE Of' DEBRIS, SEDIMENT BASINS, SILT TRAPS OR SIMILAR MEASURES DRIVEWAY D E_ l I L NOT TO S�AI_E UNTIL THE DI:>TURE3F D AREA IS :)TAF3It 1; F D. I ,_(ft 1E111_ r- ►,Y i ►1[~. ! ' i }�-J 1 '.''"! It: } _ - 1 --�''I , liLJ1 l:�rl ( `• ' K. CUTS AtdU Fll_LS MUST BE c'at1STRUCT.-f} IN �UC;H A n1A.taNEF'r THAT EROSION AND RUNOFF FROM THE SITE DOES NOT ENDANGER f�DJi;irltPlG PROPERTY. ^� ��UUTH . t�F.c' 'rft•.'_, I i,)► II I� t' i_1JF' i G* -i ; T t',f-NC E Ri%.at , L FILLS MAY NOT ENCROACH UPON NAWRAL AL WArERCQ0QF.5 OR CONSTRUCTED CHANNELS IN A MANNER 50 AS TO ADVERSELY AFFECT OTHER PROPERTY _ OWNERS, WI1HOU7 ADEQUATE PROVISIC; :`} FOR AN EOLIVAI-ENT ALTERNATE SYSTEM W17H A POSITIVE OUTFALL. U `iU " E. F+l_ IJf't+� f }iE ,UI -I f4H L I I iE ! tF- _H I D SL -_1. T I C9,1 2 _ ll)K 1 2 . I `� M. ALL R ().W ' , WATERWAYS, STRLEr5 A.+4r? SOE_'fPALKS ',,IfAL.L E)F 8111 FERID BY A TWENTY (0) FOOT WIDE STRIP OF GRASS OR 01HCR ` i!1TABLE MEANS. (aGi NI_RJ I Il• G ' `�� I " E F t)N 4U . raU r +Ekl T O THE PO I IAT CIF N. GRADIN('; t cj111PMi NT MUST CROSS F;t'.a'IIdG ;�REAM`� (t r' MEANS CF BRIDGES OR CULVERTS EXCEPT WHEN SU(;H MCIHODS ARE NOT FLASiBLE L�F'r�1R't,:EL TNErLLE t�F11J.rIr�11JE IJ1)t)'S'�'31 E FOR 525.86-9 AND PROVIDED IN ANY CASE, THAT Sk,.H CROSSINGS ARE KEPT TO A MINIMUM AND SEDIMENTATION CONTROL Gt-VICES ARE PROVIDED. t=�Lt�It�i11l1✓ "'-" ASPHALT PAS,' ING FEET : THL1'JCE RLK,1 �>;S' 00 ' 0 " E v OR 4u . 00 FEEL ; THEPJCE RUt I a�A►.I� 1A• SEwEP U - S60 ' Ji '31 "W FCIF+: 525. 75 F EE`f ; TE1Er.It.k kI_N J t4>�`�' t)r3' �i+� "W t�-,LIjIdG N - AV 1►+Tp �x.IS>tW(� � TEi#-tJ 15 40 i Ek I 140RTH OF 444) FkkHLLJ1 L WITH THE iIAI D :SCjUTH LINE OF _\ SEvJt51Z L► 0 E. :.,CCT 1 (14 FOR 40.00 FEET TiS THE FOIrJT OF 6EGIru1Ir413 OF Pa~ARGEt. f✓ o H -� "r TuGtrHEF ►�ITfi __TNS;. f MtjR EL OFLtildD _HERE114_DESCRI BED: _C0141EIACE _ ��. N�009'40"E* ��5,�9 �Ma PARALLEL W/ WES'1 E E�'I__Y I�/W L 1NL- �� f x 40 Px/c- .. B.4 C-0 25'R I X --TEST LOCATION 4X4' PU� TIL ` 80'rTOM OF RETENTtPb04T ON AREA NO.3-5a32.C'J.FT• S •,� ___�____ -- .-- 10.8 10.8- ___ __ __ __ --- 10.8 1-� �w M h �t; W t -j t a Ln P f -1 I \ C F (_ „ C „ C)'l III 10.8 I 30, 10.8 � �,, i"E�"'1' t-��� `'' fc�', ►2� !��>„ HT1 1 N 10.9 I 1p.9 ,/'" 7-61► u). l:P1V. OPr_S 41peoyrE cr 4 AND 4' BELOW F1N.GRADF., SFT IN CONC. - 187 SLOTTED TRF_NCN SEE OF TAIL 5' 10' J NEW PAVING 3vf T a i C; WAZ17G &94;.." TAPE' 61 15'R LL: 1 1.2 t E< . St 1GE 1 1.3 1p r�9 K 10 L +- IJf 11.4 - 1 1 _-�._ �\ -4 TF.rMB !Ya P Pix 1 ESC)' RA►�P �S c �,N1n r �Y r.•r�LG15,R 1 O � � > t ►- , - 1 F 1� ►1,6 7 , . _j'"� j 2 'R PREP STOCX �} p 9•x20' 14'X14' r- }-- APPRIi X. E3UT"r0m OF PONE I _ 1 p ADJU' TO CONFORM TO EXIST IG TREES 00°59'41"W lQ { I I I I I , I J LAJ T. oFUUEPH r.19 NEW RETAIL BUILDING 11 322 QQ.FT. � I A�`_)*E f U� z FIN.FI_.ELEV. 12.0 11.4 . I I � < 11.4 4V- PU N D EV E L0 P E- D �aaw N1'g• � 1 �-� CD -4 rj( PAw iN c► 1-rrf � I C r = N ,y - C:) -top p ,-4 x � 8' 2 I 1 a r t tix fU 0 ? 8' ,q.uo �1 P.�-►•1NV "ir k�o x� I I <o U,i 1_i.) LIenF1 1 1111T10P D G CSG �_ _R C l►.1 Lc l I UJI ,OVF F1Ei) WALK "" 11.9 - COVERS? I 1 }4 L� L__._ Co C) - - 11.4 I �- waL- • COVERED WALK CO COVERED WALK U.� I (^ r Il (U :✓N:dC u� n n , III f1 ri tl ___�_� 24' _ - --- - ---- ---- - - I c�, © CD , I' SIDEWALK � `D � ID. SIGN 11.8 Eo SIOLWALK 1 1 •$ 1 ! I � ( 1 0 o I 1 1,8 _ }ilnT,1()A SIGN 3O' 1 TO 12 ',SPE { I 1 1.3RAN COVE RED rJALK t 1. A -r A LL. -. 3' PLAN -T E 13 3'P LANT ER 6" 'URB IsI.� 10'-TYP. 12' ;0 SIDE ALK 12' I - 12.. P-V.C. PIP" Ais F re I x, 6" CUR T WHITE TPAI"F�C STRIPPING . ,�f T.NIPIG I�•'4► A&IAN ' E str itl r��•t E ��UC BLUE :R _ _ SHA C ��; � `' ���`�' E � +11s ��5. � l 18" O. & BLUE STRIPS r NEW PAVING WHITE TRAFFIC ARROWS v - 10.6 �s 10.6 �' J PAF r� I N L' PAL �S 1o.s ` � 10.6 10.6 6" CURES w 10.6 6" CURB 6" CURB 1"tr 18" SLOTTED TRENCH r\ - r .� SEE DETAIL I I - I �I� jVwIr ft is ts"% V'%�� i) ,I t 1 N New I t GNC. R`,TI?PS T1'P. CONIC. CURLS I 10.0 10.n EA?Idpe or - Ta tL,1..d-T-T W -TA- C i t f.. 30- Sop SlG - 24" WHITE S111" ;?Aft I 1 o.0 1 d� - F'XI TING DRIVEWAY O RE:VIS10N!"S �i�>►;+irid! ,1 10'-TYP 24'. 10.0 I 10.0 t 0.p 1 Q. ' �JESTERLY R,'W LINE P�. E vv F-1 G N'itJl�a , rI`{ TZ.o+�► i `` Of STATEE��)AD 401 5T1�t 51bN ' .--- BOTTOM OF EdEiENT10P1 POND �Ft Roac l.+alrwaT�or j \ G` r STOP S!� r' M REI C NTIVN AREA N0. - Z 57 cu.FT. - . VA4_,,b - �.. HITE STO V 5 J' 0 `)"E 5 c_' `j,1 C� t0.4 10.0 Me-T�P, -V4 10.0 r 11. NEYJ TA F'ItJ 3.5' R r c: - T1 1 F-� C` `- '1J0.E 2,00 -TYP.- _. T J E I A`� 2 �0 „ 4 W tl T �,, et Lt r.l � x k x a s p I`-� � T�9 I3 I K E �' A T H ---- _ .-�, Kg' 60 ___.,___-- ---s-►? _ -- _61? - �"ar__ _- - +yy" _---__---_ ------ - x���'+ii___. `:LOPE 514E1`IAI.K TO DRIVE � '` 1 TO 12 MAX. SLOPE --'` CUT EXISTING, CURB AND - x9 ��>� o - NEW ENNC E S,NAL.L MEET _ _ ____ �., x j0 _ _ �O'✓c a �� F,Q.0.1. E`' �I)IF2ME.NTS FUR ROAi) �9 PE U E_�JPMITI�F_ W A YT FROAD X0 1 �� �� 11DO jv "r0 s 1 OWNER/CONTACT: SUPRA COLOR ENTERPRISES,INC.-MR•ALI TEZEL 1980 N. ATLANTIC AVE. SUITE 204 COCOA BEACH, FL. 32931 (407)784-1406 NOT TO SCALE 11,3 GENERAL STATEMENT: NEW ONE STORY METAL. SUILDING,STUC COED WALLS, RETAIL ZONING: c-1 I 11.3 C0 C. RAMi) 1T0 1 SLOPE SITE AREA TO BE DEVELOPED 2'. 5'x214'=61.95(? SO.FT,- 1.422 ACRES m BUILDING AREA:1 1,322 SQ.FT._- 19.5% C(iVERAGE (NOTE: ALL PRECENTAGES E3A5ED ON ObVELOPED SITE AR_ i 10'- TYF'. SIDEWALK AREA: 2462 sQ.FT- , I U x1 t PAVING AREA: EXISTING 22' DRIVEWAY 4620± SQ.FT- re I x, 6" CUR T WHITE TPAI"F�C STRIPPING . ,�f T.NIPIG I�•'4► A&IAN ' E str itl r��•t E ��UC BLUE :R _ _ SHA C ��; � `' ���`�' E � +11s ��5. � l 18" O. & BLUE STRIPS r NEW PAVING WHITE TRAFFIC ARROWS v - 10.6 �s 10.6 �' J PAF r� I N L' PAL �S 1o.s ` � 10.6 10.6 6" CURES w 10.6 6" CURB 6" CURB 1"tr 18" SLOTTED TRENCH r\ - r .� SEE DETAIL I I - I �I� jVwIr ft is ts"% V'%�� i) ,I t 1 N New I t GNC. R`,TI?PS T1'P. CONIC. CURLS I 10.0 10.n EA?Idpe or - Ta tL,1..d-T-T W -TA- C i t f.. 30- Sop SlG - 24" WHITE S111" ;?Aft I 1 o.0 1 d� - F'XI TING DRIVEWAY O RE:VIS10N!"S �i�>►;+irid! ,1 10'-TYP 24'. 10.0 I 10.0 t 0.p 1 Q. ' �JESTERLY R,'W LINE P�. E vv F-1 G N'itJl�a , rI`{ TZ.o+�► i `` Of STATEE��)AD 401 5T1�t 51bN ' .--- BOTTOM OF EdEiENT10P1 POND �Ft Roac l.+alrwaT�or j \ G` r STOP S!� r' M REI C NTIVN AREA N0. - Z 57 cu.FT. - . VA4_,,b - �.. HITE STO V 5 J' 0 `)"E 5 c_' `j,1 C� t0.4 10.0 Me-T�P, -V4 10.0 r 11. NEYJ TA F'ItJ 3.5' R r c: - T1 1 F-� C` `- '1J0.E 2,00 -TYP.- _. T J E I A`� 2 �0 „ 4 W tl T �,, et Lt r.l � x k x a s p I`-� � T�9 I3 I K E �' A T H ---- _ .-�, Kg' 60 ___.,___-- ---s-►? _ -- _61? - �"ar__ _- - +yy" _---__---_ ------ - x���'+ii___. `:LOPE 514E1`IAI.K TO DRIVE � '` 1 TO 12 MAX. SLOPE --'` CUT EXISTING, CURB AND - x9 ��>� o - NEW ENNC E S,NAL.L MEET _ _ ____ �., x j0 _ _ �O'✓c a �� F,Q.0.1. E`' �I)IF2ME.NTS FUR ROAi) �9 PE U E_�JPMITI�F_ W A YT FROAD X0 1 �� �� 11DO jv "r0 s 1 OWNER/CONTACT: SUPRA COLOR ENTERPRISES,INC.-MR•ALI TEZEL 1980 N. ATLANTIC AVE. SUITE 204 COCOA BEACH, FL. 32931 (407)784-1406 NOT TO SCALE tea' -EXISTING GRADE M 24.6 -NEW FINISHED GRADE ...--_ -INDICATES DRAINAGE • FLOW (15 ft. Mtg. HI.) 40OW HPC 60,00 t / 24 1# 13 4kis-12, 1,44 V ,l ,>I •��1•� 9� Od'j'� FA F� 04- 1 1 !s N -T 'J P I (L. G'v f.. fZ- GA L_ ,� Lj L.A--T 10 N;A _j �`7 : I . I D r--VtIA L. Kl } l 43,& N 1-T A F_ � VJ !z `2 N A L I, Z . \vn1A-TE FZ L,.4 We TO ZOt-4 Fvk0 Ttr G ri j lar- G41"'A 4'911" PA°_F v`7, Y DL AGES NUMBER:941 1 DAT E:,3 1 --94 RETAIL BUILDING `r � a - 1.� �. � � � � 4- :;:� U F' R A C � L � R - A T T� 1 �� �1 •'��� _04 t� � T r� J� s� T-71 9, > ----�--�- K P L AEP AEP _ _. _ - Special Exception Request No 09 27- y- �ilt>>GvUALr{� rJUN1?'�'Tt, l_tlaN`flrJf.1� J�})►�,,✓- Iz- Y _ -[^ yf �,j 1- (� E �` to allow on site consumption of alcoholic �� k ---� - ----` -� _ DTE ROAD q (Ali beverages in the C-1 zoning district - -_ -- SCALE 1 � ,r� - (6615 N. Atlantic Avenue) - Brigitte Krause, Petitioner ,..APE CANAVERAL, FL GENERAL STATEMENT: NEW ONE STORY METAL. SUILDING,STUC COED WALLS, RETAIL ZONING: c-1 I EAVE HEI H_r: SITE AREA: TOTAL SITE 110.437 SOFT.-- 2.'>35 ACRES SITE AREA TO BE DEVELOPED 2'. 5'x214'=61.95(? SO.FT,- 1.422 ACRES BUILDING AREA:1 1,322 SQ.FT._- 19.5% C(iVERAGE (NOTE: ALL PRECENTAGES E3A5ED ON ObVELOPED SITE AR_ COVERED WALK AREA:222at SQ.F7- IMT -I SIDEWALK AREA: 2462 sQ.FT- , I U x1 t PAVING AREA: EXISTING 22' DRIVEWAY 4620± SQ.FT- 1 --1 NEW PAVING 258661 SQ.FT- TOTAL PAVING -30486# �--) TOTAL IMPERVIOS AREA. 46498SQ.Fl. -75% COVERAGE -1 .0c,± ACRE; �U TOTAL GREEN AREA: 61950 SQ.FT,-46498SQ.FT.-115452 SQ.FT- 25% COVERAGE sx n 1> PARKING SPACES REQUIRED: 1 SPACE PER 300 SQ -1`1-11322/300-37.7 SPACES - ~ PARKING SPACE PROVIDED: 38 IROVIDED (INCLUDING 2 HANDICAP SPACES) Y RETENTION AREA REQUIRED: I (0o5 5 cu. FT. WITH NO OVERFLOW (SEE CALCULATICN) • 73 RETENTION AREA PROVIDED: RE IENr10N AREA N0.1 -270'X 15'XAVG.DEPTH 9" •-2(5 7 � U.FT. r -1j RFIENTION AREA N0.2-60'X15'XAVG.DEPTH I2"=-14,28CU.FT. RETENHON AREA NO, 3-240'X70'XAVG.DEPTH 12"= rj8'aICU.FT, r- 11 )45 t P�ArKCS�>_G./A�G.uI..�sTI N�7�� T TA L_ -; 4GcoZ�u,FT. �t7 FLOOD ZONE: ZONE X, AS SHOWN ON F -.I R M.C.N,-12008900313 is . EFF. DATE 4•-�3-89 I EXISTING VACANT LOT, MOSTLY t,: TREES 2.ALL B1:11.,,N0AF:Y AND TQP0(;RAPH1r,- INFORMATION IS BASED ON SURVEY PREPARED BY BEACH MAPPING AND SURVEYING DR.N0.94-029 DATE:2•-18-94 3.0RAWINGS SHALL NOT BE SCALED DUE TO DISTORTIONS MADE DURING REPRODUCTION, LEGEND: CONTOUR LINE tea' -EXISTING GRADE M 24.6 -NEW FINISHED GRADE ...--_ -INDICATES DRAINAGE • FLOW (15 ft. Mtg. HI.) 40OW HPC 60,00 t / 24 1# 13 4kis-12, 1,44 V ,l ,>I •��1•� 9� Od'j'� FA F� 04- 1 1 !s N -T 'J P I (L. G'v f.. fZ- GA L_ ,� Lj L.A--T 10 N;A _j �`7 : I . I D r--VtIA L. Kl } l 43,& N 1-T A F_ � VJ !z `2 N A L I, Z . \vn1A-TE FZ L,.4 We TO ZOt-4 Fvk0 Ttr G ri j lar- G41"'A 4'911" PA°_F v`7, Y DL AGES NUMBER:941 1 DAT E:,3 1 --94 RETAIL BUILDING `r � a - 1.� �. � � � � 4- :;:� U F' R A C � L � R - A T T� 1 �� �1 •'��� _04 t� � T r� J� s� T-71 9, > ----�--�- K P L AEP AEP _ _. _ - Special Exception Request No 09 27- y- �ilt>>GvUALr{� rJUN1?'�'Tt, l_tlaN`flrJf.1� J�})►�,,✓- Iz- Y _ -[^ yf �,j 1- (� E �` to allow on site consumption of alcoholic �� k ---� - ----` -� _ DTE ROAD q (Ali beverages in the C-1 zoning district - -_ -- SCALE 1 � ,r� - (6615 N. Atlantic Avenue) - Brigitte Krause, Petitioner ,..APE CANAVERAL, FL y H STAKE WIRE Vit VP 3AUGER SOIL MIXTURE BALL OF EARTH A ROOTS PLAN VEIW N.T.S. 1/2"0 RUBBER HOSE ABOVE 1st MAIN BRANCH - 2 STRANDS -#12 GALV. WIR 2X2X8' S.Y.P. STAKE ".� MULCH BALL OF EARTH & ROOT EARTH SAUCER FINISH GRADE FINISH GRADE ,� 3� MULCH EARTH SAUCER " li II GALL OF EARTH AND ROOTS SOIL MIXTURE 7' MIM. 6.. MIN. -L SOIL MIXTURE SEE NOTES "MIN SIDES ALL SIDES ELEVATION ELEVATION TREE PLANTING & STAKING DETAIL N.-r.s. SHRUB & GROUND COVER PLANTING DETAIL LANDSCAPE LEGEND: (OR SIMIULAR) RED MAPLE 10'' NIGH AT PLANTING WITH 1.5" DHH MIN. AND 2' SPREAD A 000 B-- LIGUSTRUM JAPOMICUM--3' HIGH PLANTED 4' ON CENTER SOD -- FLORATAM HEALTHY AND IN VIGOROUS GROWING CONDITION GREEN, FRESHLY DUG, FREE FROM WEEDS AfJD OTHER LAYED SOLID WITH STAGGERED JOINTS TU t_,REATE A CARP[T LIKE LFI= L"T. LANDSCAPE_ NOTES: 1. HOLES FOR PLANTS ROOTBALLS SHALL OE OF 'UFFr I�;IENT UTANIE-TLP TO ACCOMODATE BALL AND f:' OF TOP UNDER '.ND ASR( UD. 2. AREAS TO BE LANDSCAPED SI. TALL BE CLE-AIY f -D OF ALL DEBPI'-j* 3. ALL PLANT SHALL CONFORM TO THE STANDARDS FOR" FLORIE)A 110.1 PLANI'S 4. PROTECTION SHALL BE PROVIDED DURING, MO STRUCTION FOR ALL EXISTING TREES TO BE PREJE-RVED. PROVIDE "')TAKES 6' O.G. wmi ;"RIPJ(� LINE TIED BETWEEN. IO PROVIDE PROTECTION FROM EQUIPME=NT DAMAGE AND SOIL C'OMPACTION. 5. FIREES AND VEGETATION SHALL NOT INTERFER WITH PEDESTR)AP,I OR VEHICULAR IRAFF"IC AND/0R VISIBILITY. 6. PROVIDE 4' PINE BARK OR CEDAR MULCH IN ALL PLANTING ilNG i3EUS. NOTE: OWNER SHALL INSTALL UNDERGROUND SPRINKLER SYSTEM -CONNECTED TO WELL AND PUMP -ZONED TO KEEP ALL PLANTS WELL WATERED, ASPHALT PAVING n3 + fr >x ^1 o __ _-___________ X --TEST LOCAL i 0 N - _�0 `�_ 0 Is 0 (j \ 0 SUD ALL PONDS RETENTION ARLA NO.3---4800 CU.F , t r 10. PARALLEL W/ WES I -E_ ['LY R/W LINE 1 cJJ ri r/1 • j 10.9 ra°c914 1�W �1 �5 �.�� CMS l r1 1 � r�) � S ✓� I X16 } � r �( 11.21 1.2 3 ,-, -` >9 �'�. - - t • C:1 r CD 41 Cu 1 1,A ca c� r• � y 1 t 9 1 biLs�r c9 R.raey.� �`V I j J U < ''. (D - - _ -- 1 1 .4 I I I cs M- �j Qc I L -L I U i J �•x.m 16'x14 _3 t,'l !-- a .0 SOD i n LJ c , NEW RETAIL DU I LDING 1 1 ,221) - T. \ I FU -- �, JvJ I I AL L.. E .ITING I REE H GI Q I 11.4 ,, 4 NOT 1 J BUILDING ARA,, -'<-' `)HALL- BE rP�OTECTE V1UE�I�ir t C�OMS RUCTION -SEE I OTES { K 9x 0 a, SOD ( I I 9.0 x _ I } I jx �w�.�r-;,--,s�,.rr L. w . l-r►�- - - kfv0 "gyp I �JW X W COVERED WALK _ �� HOUSE N t 1 `-1✓QYER D w11(K11.1 -• E :x l ` TI�p'- c(_>vEUCO 'HACK - -- - ' T 0 ESE RAZED L N 10' r COVERED WALK - �"J' A I �L! ETH ALL L)EtIS SNAL E3E REMOVED FF?OM�ITE 4 t.11 i - - - __ - I f_4 * 1--& /­ � " � 11.8 1 _ COVERED WALK �3'P N ER 3 -PLAN (ER INi') J9 3I L 5 L 5,00 y✓� ,1.3 ❑00059`40"k= 525.99 CM), -7 6' P.T. WOOD Q, FENCE WEST PROP.LIE 260'± SOD - 4 4 PTYl 7_ S T TION (407)784-1406 1 GENERAL STATEMENT: NEW ONE 51C)Rr METAL BUIL.DING,SIUCCOED WALLS, RETAIL PARALLEL W/ WES I -E_ ['LY R/W LINE 1 cJJ ri r/1 • j 10.9 ra°c914 1�W �1 �5 �.�� CMS l r1 1 � r�) � S ✓� I X16 } � r �( 11.21 1.2 3 ,-, -` >9 �'�. - - t • C:1 r CD 41 Cu 1 1,A ca c� r• � y 1 t 9 1 biLs�r c9 R.raey.� �`V I j J U < ''. (D - - _ -- 1 1 .4 I I I cs M- �j Qc I L -L I U i J �•x.m 16'x14 _3 t,'l !-- a .0 SOD i n LJ c , NEW RETAIL DU I LDING 1 1 ,221) - T. \ I FU -- �, JvJ I I AL L.. E .ITING I REE H GI Q I 11.4 ,, 4 NOT 1 J BUILDING ARA,, -'<-' `)HALL- BE rP�OTECTE V1UE�I�ir t C�OMS RUCTION -SEE I OTES { K 9x 0 a, SOD ( I I 9.0 x _ I } I jx �w�.�r-;,--,s�,.rr L. w . l-r►�- - - kfv0 "gyp I �JW X W COVERED WALK _ �� HOUSE N t 1 `-1✓QYER D w11(K11.1 -• E :x l ` TI�p'- c(_>vEUCO 'HACK - -- - ' T 0 ESE RAZED L N 10' r COVERED WALK - �"J' A I �L! ETH ALL L)EtIS SNAL E3E REMOVED FF?OM�ITE 4 t.11 i - - - __ - I f_4 * 1--& /­ � " � 11.8 1 _ COVERED WALK �3'P N ER 3 -PLAN (ER i I / x� x L----- x. INDI _ TE TREES x x 9RE/EXSTIJGps S 4� CD �� c_/ I Irl IT 0 r0 M THIS SITE: C-1 STATE RD 401(AIA) _ VICINIT( MAP NOT TO SCALE 11.3 y✓� ,1.3 f )WNER/CONTACT: SURRA COLOR EtJl RI`>RISE5,iNC,-MR.ALI TEZEL I i I / x� x L----- x. INDI _ TE TREES x x 9RE/EXSTIJGps S 4� CD �� c_/ I Irl IT 0 r0 M THIS SITE: C-1 STATE RD 401(AIA) _ VICINIT( MAP NOT TO SCALE ANL') X01 d ALL 38 PAR l J��A�ES �j 10.6 9e "so k �I,i , - - CONTOUR LINE BUIL_ III &,PrAVING AREAS to.6 to.6 ,o. ttI L` 4�-� � �''` . j -i) ` WIDEN -EXISTING GRADE i � - I ` t 1 I n / A 10.0 10.0 �-�.-� 10.0 CD .� - ---- T _ 10.0 y ) WESTERLY R/W LINE K ) E / �OC�-TYP / j' OF STATE QAI) 401 } " - - E<- - A :f A V0. 1 --\l I" �% c- / 9 0 � /� E�� �.',J.__� A 1 A) 1 �,� 0 J �3 �, 70 iti1, 9� 1? yly � f j 11 4 x HA�� _ 295' 00°59` 31"E 525,00 'h>F Ul � PHA',�.0 R E L 2.� s& ° x96 x9 "Is ASPHALT-., BIKE PATH m - 9 `-0 T F P F] 4� P a n 1 C A A y u o F- r _W_ REVISIONwjm- FA DRAWN BY 1)E�.,i(,r1Eu BY �I IEC K kD BY JC��3 NUME�E.r�?:��-"11 rte• __ ___ D A�I L- . 3 Z 1 9 4 -- __------ KPL AEP AEF' SCALE -1"-20 �7 ( m 24.6 -NEW FINIS! CFG GRADE: ..-- -INDICATES DRAU'4AGE FLOW 1 X0,00 ! J> Z. PLAN F O R RETAIL BUILDING ALBERr-1PRfCt, `�1.JPRACI E. J,P. . � E R P R I J � S N C . 327 DORSET <� PLANNING DORSET L r , COCOA BEACH, FL, 329,31 T- INTE ROAD 401 (AIA) PH. (447)783- ),l --f 1 D I-`/�f E CANAVERAL, FL. i OF 1 y✓� �V �r )WNER/CONTACT: SURRA COLOR EtJl RI`>RISE5,iNC,-MR.ALI TEZEL 1980 N. ATLANTIC= AVE. SUITE 204 COCOA BEACH, FL. 32931 (407)784-1406 1 GENERAL STATEMENT: NEW ONE 51C)Rr METAL BUIL.DING,SIUCCOED WALLS, RETAIL ZPNING: c-1 SAVE HEIGHT: !� �cJx SITE AREA: TOTAL SITE 110.437 SQ.FT. - r,35 ACRES SITE AREA TO BE DEVELOPED 1'_45'x210'=6195() SQ.[ -T,- 1.412 ACMES BUILDING AREA.;11.322 Sp.FT.- 19.5% COVERAGE (NOTE: ALL PNECENTAGES BA.iED ON DEVELOPED SITE COVEgED WALK. AREA.222at SQ.FT- m SIDEWALK AREA: 246Zt SQ.FT- R) xf t__j PAVING AREA: FYISTING 22' DRIVEWAY 467(}. So.FT- ► NEW PAVING 258661 SOFT- TOTAL PAVING-3G4f36t TOTAL IMPERVIOS AREA: 46498SQ.F7. -753 COVERAt,E-1.061 ACRES -�� TOTAL GREEN AREA: 61950 SQ.F7.-46498SQ.FT.-1 15452 SOFT- 25X COVET AGE sx PARKING SPACES REQUIRED: t SPACE PER 3G0 SCt FT _11322/300.37.7 SPACES E `�l rf�vX PARKING SPACES PROVIDED: 3e PROVIDED (INCLUDING 2 HANDICAP SPACE=S) i �� xr E_ RETENTION AREA REQUIRED: i6p,os5 C;U.FT. WITH NO OVERFLOW (SEE CALCULATION) _1 /Ti RETENTION AREA PROVIDED: F PFI EN110N AFEA N0.1-270 X 1f,. XAVG.DEPTH 9" . m RETEt,jifDt)lAREA N0.2-60'Xt5'XAVG.0EPTH 12-= RE.TE.NTION AREA N0.3-240'X20'XAVG.0E-PTH 12" �7 TOTAL RETENTION- F LOUD ZONE: ZONE X, AS SHOWN ON F.I.R 1A.G.N.-12C089C0313 E . EFF. DATE 4-3-89 OTE S: I .EXISTING VACANT LOT, MOSIL ( OAK TRFFS 71 2.ALL BOUNDARY ANU TUPGGN 41ir INFORMATION IJ ElA,`�• 170 ON SURVE- PREPARED BY BEACH mAPPUV(; ANO SURVEYINi- C)p.t4Q.94_o29 �ATE;2-1 Ft -y4 Yf° 3.0RAWINGS SHIA.LL NOT BE SCAt_rii DUE TO DISfpRi10NS MADE DURING REPRODUCTION. I0, LEGEND: i • ANL') X01 d ALL 38 PAR l J��A�ES �j 10.6 9e "so k �I,i , - - CONTOUR LINE BUIL_ III &,PrAVING AREAS to.6 to.6 ,o. ttI L` 4�-� � �''` . j -i) ` WIDEN -EXISTING GRADE i � - I ` t 1 I n / A 10.0 10.0 �-�.-� 10.0 CD .� - ---- T _ 10.0 y ) WESTERLY R/W LINE K ) E / �OC�-TYP / j' OF STATE QAI) 401 } " - - E<- - A :f A V0. 1 --\l I" �% c- / 9 0 � /� E�� �.',J.__� A 1 A) 1 �,� 0 J �3 �, 70 iti1, 9� 1? yly � f j 11 4 x HA�� _ 295' 00°59` 31"E 525,00 'h>F Ul � PHA',�.0 R E L 2.� s& ° x96 x9 "Is ASPHALT-., BIKE PATH m - 9 `-0 T F P F] 4� P a n 1 C A A y u o F- r _W_ REVISIONwjm- FA DRAWN BY 1)E�.,i(,r1Eu BY �I IEC K kD BY JC��3 NUME�E.r�?:��-"11 rte• __ ___ D A�I L- . 3 Z 1 9 4 -- __------ KPL AEP AEF' SCALE -1"-20 �7 ( m 24.6 -NEW FINIS! CFG GRADE: ..-- -INDICATES DRAU'4AGE FLOW 1 X0,00 ! J> Z. PLAN F O R RETAIL BUILDING ALBERr-1PRfCt, `�1.JPRACI E. J,P. . � E R P R I J � S N C . 327 DORSET <� PLANNING DORSET L r , COCOA BEACH, FL, 329,31 T- INTE ROAD 401 (AIA) PH. (447)783- ),l --f 1 D I-`/�f E CANAVERAL, FL. i OF 1