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1315 CLEVELAND ST732 Landscape Final BCP2010 -10387 DATE REQUESTED: 02/28/12 Active ATLAS PAGE: 287B SITE ADDRESS: 1315 CLEVELAND ST BROOKWOOD TERRACE REVISED BLK 5, LOTS 1 TO 20 INCL & N 1/2 OF VAC ST S OF LOTS 19 AND 20 PROJECT NAME: WORKNET /COORDINATED CHILDCARE PROJECT VALUE: 300000.00 DESCRIPTION: FLD2010 -09027 INTERIOR RENOVATION AND BUILD OUT OF TENANT OFFICE AN Type of Work: Remodel, Building Code - Commercial Requestor's Phone: (727) 894 -4453 INSPECTION NOTES: PRIMARY CONTRACTOR: SUBS: WILBUR L THOMAS Electrical WILLIAM HEISSENBERG A/C Plumbing JOHN E J KI ER CREATIVE BUILDERS BY BILL Plumbing RODNY ELTY THOM 9823 SAN MATEO WAY PORT RICHEY, FL 34668 (727) 859 -9187 INSPECTOR: RESULT: COMMENTS: OWNER: Nemishawn Inc 1111 7th Ave N # 107 St Petersburg, FL 33705 -1348 (727) 894 -1661 BCP2010 -10387 Building Code - Commercial 732 Landscape Final 1315 CLEVELAND ST DATE REQUESTED: 02/28/12 DESCRIPTION: FLD2010 -09027 INTERIOR RENOVATION AND BUILD OUT OF TENANT OFFICE AND WORK AREAS. WORK INCLUDES PLUMBING, ELECTRICAL, AND HVAC SYSTEM. EXTERIOR WORK IS LIMITED IN SCOPE TO SMALL LANDSCAPING AREAS AND RESTRIPING OF PARKING AND RELOCATION OF DUMPSTER. Requestor's Phone: (727) 894 -4453 Primary Contractor: WILBUR L THOMAS CREATIVE BUILDERS BY BILL THOM 9823 SAN MATEO WAY PORT RICHEY, FL 34668 (727) 859 -9187 Owner:Nemishawn Inc 1111 7th Ave N # 107 St Petersburg, FL 33705 -1348 (727) 894 -1661 55 of 72 1* 24 LLI I LLI t 4 LLI � I L] I LLI [- �I LLJ ,LL('� LL I I o ' < O 0 i I \ i fi ii . II jl .►�lE. OTUP T' FROM C:`O Gk` SPACE. '+0+CA A. Ai-L SPACES '`- NEW CurR45ws .;. JT.<)6'T O.RO G AT END. I NEW CU}213M!a� n _.. 4200 NE4+c..o J s uare q feet of planted �± area s C=ue R NEIL! r�RJS�i -•� U { I 2 2v OA�r r NEW CURSIWA ,.►EEL STOP • 2' FPOM m?c OF $PACE. T'rPtC.AL ALL SPACES J TNOUT CUR51N!3 AT E210- "rf Hi I t-tREDtRIGA D(zlvE i or0' RlU;l WHEEL STOP C Z'' FRCM ENO OF SFAAGE. TYPICAL ALL 6PACE$ WITHOUT CURSING AT END. ALL AREAS BETWEEN STREET PAVEMENT AND PARKING LOT TO BE TURFED OR RECEIVE OTHER LANDSCAPING TREAIMENE All LANDSCAPING TO BE PROTECTED FROM VEHICULAR OR PEDESTRIAN TRAFFIC BY A MINIMUM SIX INCH HIGH CURBING OR WHEEL STOPS. INFORMATION FOR THIS SITE PLAN TAKEN FROM A SURVEY CREATED BY: TARGET LAND SURVEYING, INC. P.O. PDX 663, DUNEDIN, FL. 346131 -0663. PHONE No. 112-1r184 -0513, DATE FIELDED 04- 13 -01. J05 No. 010404.01 DRAUJN BY: T. McKINNEY, SURVEYED BY: G, FALLON, ALL SETBACKS ARE TO BE PROVIDED E3Y THE OWNER. ALL INFORMATION ON 5ET5ACKS REQUIREMENTS 15 TO er= PROVIDED TO METRO ARCHITECTURE 13EFORE PERMITTING. o SNADE TREE PALM MAGNOLIA � SHRUB (DWARF PITTOSPORUM) CLIENT APPROVAL REVISED ON: Q �{ 6s z �4 mgr Ul ��rcn it X d Q_J �(� C��(n � IU, tnU �J T1415 DRAWM4 AND ANY REPRODUGTI" ARE THE FROF'1_RTY OF TIV ARCHIYFiCT6, AND MAY NOT s* RSPRODUC.ED, FU15LI*wl MODFIED, OR USED IN ANY WAY WIT4 00 E>TRE60 UeMTTeN NOTICE FROM T4-e AW-441TECT6 DR,AWNG6 AND ANY IW- PROOUCTI" OF T145H SHALL NOT CE SCALED CM FOR ANY FRLII;b d2. ANY DISCREPANCIES IN TI-e DRAW11r 6 614ALL BE FREFE1qRED 11 DIATELY TO TWO ARCS41TEG7 FOR CLA 'ICATiON MOR TO Tt6 CCNTMINO WITH THE WOFdG Cif WITH T44E WOW SMALL ME COORnrwTIOR 6CHF..AW..M GP THE WOI;4C OF N&MV D TRAM. CCP^/RIGFIT h=- RO ARCH, AND DEUsK ALL MCC TO R1= 0ERV£D, 2,PT'4. IIRIIO GROUND PE EVERGREEN G � E DGE ROUJ (WAX MYRTLE) z a © C3 I C) �Il II LI 4 s. w �V x Q) LLIN � �ww N V�cad N N w c N N X X U c- C4 N N ® C N U �Ll LLIm - •4•-I-•-1F >n, >) U n. o (t'� I m E 5 o J � � g >' � : t o rn rn p > a� 4) x O 2P '- v 0 C iu N N tltl Ol � w c c m '✓ e r v roved x 0- ; 0 NA?ER � 0 E .0 co � M M M N uJ ot f wVrovcp eadjog mus t be properly installed plan prior to C 0 InspOeti071, ReLlapection foes are mandatory. LANDSCAPE FLAN t •-- - "'_""_"' -'_ ,,: / '� I / - � _-' - "n APP OVED AS NOTED Date , -A 0- t CHR15TOPHER P. MILLER FLORIDA LTC. ARV601 314 5. MISSOURI A`/E. CLEARWATER, FLORIDA 3315ro - SUITE 311 r I �ocuM SCALE: �1.0 .r > 11,14 DESIGNED BY-...J DKdAUJN 1:3Y: � .' J. GRADYr // Dom+, "r�''°� 6 � "MM I� 1 : .,. 00 U N DATE: 1/03 �....... DRAWING, No.: Li_ 0 e G C0F'YRIC3NT METRO ARCH, 4 DEaIGcN, ALL RIGWTS 67=77 /E Q O a� E 0 �TTy- Y C 3 7q Z CL w IF- U) 0 g U a� C_ U Q 1 m to c 0 Q N _x E N O o I rn T � N 0 rn 0 0 O U 00 NEW LANDSCAPE LEGEND QTY KEY BOTANICAL NAME COMMON NAME SPECIFICATIONS TACTILE WARNING 1' 2-09 AC RIP `f rn � O # OF EXISTING DWELLING UNITS 0 0 v VIBURNUM VIBURNUM NEW VIBURNUM HEDGE 28 GROSS FLOOR AREA OBAVATUM HECGE 18' HEIGHT, SPACED TOTAL # OF PARKING SPACES 111 (5 HANDICAP) 50 109 36' O.CFLORIDA GRADE #1 / 54,957 54,957 OFFICIAL RECORDS , :t• `r 1/S'. -. !.Y. 1`'11 a s QUERCUS riliLi.i,■14.LLi . .rrLi.ii�rLiLil.i.LL NA 2 BUILDING HEIGHT VIRGINIANA LIVE OAK NEW LIVE OAK TREE IMPERMEABLE SURFACE RATIO .74 .90 34 8' HEIGHT, 2' CALIPER .13 ,55 '13 INTERIOR LANDSCAPING FLORIDA GRADE #1 6,595 SF 8,144 SF LAGERSTROEMIA CREPE MYRTLE 8 + INDICA WHITE r 8' -10' HT, 5'-6' SPRr `NATCHEZ' ZONING MHOR - MEDIUM HIGH DENSITY RESIDENTIAL r 1 LANDSCAPE LEGEND LEGEND STANDARD PRE - PAINTED D PSTER ENCLOSURE NOTES (EXISTING LANDSCAPING) DISABLED PARKING SIGN 1 WHITE BORDER 4' -8" & SYMBOL (TOP OF THE SIGN) Tie beam with - ON 1 8" THICK SHEET �-r R � N r >- ALUM NUM -�� ¢: BLUE BACKGROU D - 1 -#5 rebar continuous 4� ' i\a` PALM TREE PARKING BY °� BLACK BORDER -� 12 swing gate (typ) 1) WA S ter, DISABLED ( clearance min. A. NEW CONSTRUCTION: MAXIMUM 6' -0' HIGH AND EXISTING INTERIOR LANDSC ED AREA PERMIT WHTE BACKGROUND DOLE OF THE SIGN) 6' dia, Steel bollards - NSTRUCTED OF CONCRETE BLOCK (8'X8'X16'). MATERIALS cony Filled (typ) oN�Y r 5 U D SHOULD BE CONSISTENT WITH THOSE USED IN THE $255 FINE BLACK BORDER t0' -8' �i I 1 -#5 at 4' center C NSTRUCTION OF AND ARCHITECTURAL STYLE OF THE F.S 318.18 & LETTERS (BOTTOM OF THE SIGN) - 6 drop pin P NCIPAL BUILDING. (SECTION 3 -802 MATERIALS) i OAK TREE ____ * ' WHITE BACKGROUND 8 0 (typ) ` , ` ` , NOTE: 48" 12' N a Grade B EXISTING: MAXIMUM 6' -0' HIGH REPLACEMENT MATERIALS EXISTING LANDSCAPED AR N °. ALL`` FERSI = SERIES 'C' Max clearance min. Gr 14" de C N BE MADE OF THE SAME MATERIALS AS LONG AS THEY 12' GALVANIZED U- CHANNEL POS . • A E MADE OF APPROVED OPAQUE MATERIAL f (2.5 LBS. PER FOOT SPEC.) �� • \� C. MYRTLE 6 swing gate (typ) 8" 2) FO TINGS 4 F 3000 p31. concrete slab with 8-X16' ONCRETE W /2- #5 CONTINUOUS REBAR IMBEDDED, TT TT 8' x 2' -s' CONCRETE MASS, Min. 8A 16' concrete footing fiber mesh reinforcing - MAGNOLIA 17 I FINISH TOP OF MASS LEVEL WITH A SLIGHT RAISED WASH w/ 2- #5 rebar (typ) monolithic, min 6' thickness, 3,) CO CRETE SLAB PROPOSED FOUNDATION P TING 111- 4 1 j 4 1_I_I APPROXIMATELY 1 2" ABOVE O 6'x6'/ 10x10 WAR LEVEL OF TURF/SOD. MONO THIC, MIN. 6 THICKNESS W /IMBEDDED 6X6'/ 10X10 WELDED MISC EXISTING GROUND COVER �� ° t 6 - eLA� ELEVATION WIRE ABRIC (W,WF), 3000 P.SI, WITH FIBER MESH REINFORCING, NOT TO SCALE drop pin hole NOT TO SCALE I• of (typ) 4) CO CRETE FILLED CELLS HEDGE WITH -#5 VERTICAL REBAR TIED TO FOOTER STEEL AT EACH CORN R AND EVERY 4' O.C, 0i DUMPSTER ENCLOSURE SINGLE 5) GA ES -� NON-TRAFFIC BEARING CON RUCTED OF MIN. 1 -1/2' DIAMETER GALVANIZED TUBULAR STEE W /PRIVACY -TYPE SLATS INSERTED IN GALVANIZED STEEL TYPICAL HANIDIC-APPED CITY INDEX NO. 701; 1 OF 3 MESH ABRIC, HINGE - MOUNTED ON MIN. 3' DIAMETER GALVANIZED GIGN TAIL. N.T S. S EE POST. (GATES AND POST CONSTRUCTED AND INSTALLED CITY INDEX NO. 119, 1 OF 1 PER A PLICABLE BUILDING CODE BY LICENSED FENCE N.T S CON T CTOR). S. FR DRICA DRIVE (60 R/ 6) DROP PIN - - - - - - - - - ZONING DOWNTOWN Q 1/2' DIAr 18' LONG METAL ROD GATE LATCH. PROVIDE 3/4' DIA HOLE 6' INTO CONCRETE FOR RODS, IN ASPHALT PROVIDE A 3/4' JAI P.V:C. SLEEVE, 6- LONG, OR EQUAL SLIDING 7) SOIL SECURITY SOIL BEARING CAPACITY TO BE AT LEAST 2,500 RSF, GATE (NOT LOCKED) r 8) BOLLARD ?- 3'-6' HIGH, 6- DIAMETER STEEL PIPE BOLLARD FILLED WITH t . ^i l <. BEDDED 3-0 DEEP IN 18 EXISTING 5 SIDEWALC , -_ - rl CONCRETE FOUNDATION. (EE D YELLOW, IM ` �' EXISTING 5'WV SIDEWALK S ry�rr= rr�s.� �,L, .���r., .rrrs.r rr���.a,�r�r ���r �a■r�•. 4■TTT•��r.. � r. rrr��rr,rs ���rrr...r��r, r��rr��,gr . q�r '. �.r,�,.r! • '.'.'./'. . 'S, ,.Y` =>:zs�rtz� T. r. 'L. 1 �> c �� 't f '1. .z ' i' '�� '•.• , CON ,BETE MA SONRY WALL CONSTRUCTION 'A \ N' t.• j _ t TOP t \ 7 •'Q � f • ,-j ._... ,,.. ,_.....,,.,1t � :,} ,,..,. v -r • -r, ,. ...•,.. ,.:Drs ', «.., _., •,. <.(•. .1. n. , 1 ':t ":' \ �, ^: - r += s •'d , � MATERIALS CONSTRUCTION AND QUANTITY CONTROL OF MASONRY SHALL BE IN ACCORDANCE �u PER 24. GENERAL CONDITIONS AND i - r% '�_.. �;� 4 i WITH UNIFORM BUILDING CODE (UBC), CHAPTER ) , % o K LL BE APPLIED AS SPECIFIED IN UBC, SECTION 2404 (F), \ CONSTRUCTION REQUIREMENTS SHALL `� ° 4 G' DURING GROUTED MASONRY WORK `? ® cs ��I; LO ,,..,J.. •'•' 0 '.' ' � ' ''''''''' 0 t ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A-615, I,:, r .. / Z - _ - _ �.. • y • GRADE 60. VERTICAL REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL_, AND SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM. 1tY -0'i` SECURITY FENCE (TYP) �' /= 1 2. IF A SLAB DOWEL DOES NOT LINE -UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED 1 v- � I 1 MORE THAN ONE HORIZONTAL IN SIX VERTICALS (1.6). EXISTING BLACKTOP PAVING 1 3. HORIZONTAL WALL REINFORCEMENT SHALL BE STANDARD TRUSS TYPE DUR-0 -WALL (OR EQUIVALENT) AT 16' O.C. RELOCATED DUMPSTER 1 4. HOLLOW LOAD- BEARING CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT ' - ENCLOSURE. I CONFORMING TO ASTM C -90, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1,900 a PSI, CREPE MYRT > 4 EXIST NG WATER 5. MORTAR SHALL BE TYPE M OR S, IN ACCORDANCE WITH ASTM C -270. PLACE ALL MAIN - VERIFY LOCATIQN MASONRY IN RUNNING BOND WITH 3/8' MORTAR JOINTS. PROVIDE COMPLETE COVERAGE b IN FIELD. FACE SHELL MORTAR BEDDING, HORIZONTAL AND VERTICAL (' :',':'.'• ? EXISTING LIGHT POLE Q Q NEW PLAN IN - ;, 6, COARSE GROUT SHALL CONFORM TO ASTM C -476, WITH A MAXIMUM AGGREGATE SIZE _ - / , 8' TO 10' SLUMP, A -;� \ _ 1 OF 3 AND A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI AT 1 11 1- --- \ 28 DAYS. sl y` I SE ' ' • ' � �` -', � ` � -' c„y � - \.:' 7. MINIMUM 3' X 3' CLEAN-OUT HOLES (SAW -CUT) ARE REQUIRED AT THE BOTTOM COURSE 1 rE e... . ' ::; . :; -'Y ¢ ` r ` NEW FIRE DRAWT - OF ALL CELLS TO VERIFY GROUT PLACEMENT. CLEAN -OUTS SHALL BE SEALED AFTER LL 1 ........ -� - �.�,::5,. F.� ,v.,;�� r.s�,..��4,s. L .,,,,,.< *rte _�, ,,�:...,. \..,r5.�,�1....., _, ;.;r.�., -,.: �.. :,< ,.; � IN ACCORDANCE WITH ACI 531 -4.6 AND BEFORE 1 , , ♦ , , , , INSPECTION-PROVIDED , _ x _,� ,,, „.�,E ,, � � <e ,, � ,� INSTALL P CITY OF MASONRY �P�.: ..� + $ � a: d.. t h ,..ya, .Drs +, K`e. 'S` c. k., r a �.;Y;' - Q -:`R4 a"' ' �' ' i 2' aP q DADA. �,.> , GROUTING. • / < .. .: .: l,S�dY: ..:. °, :s �N °x!,:. '',- ;:'nk� ?•:uP' ...,f. L ,r. k,�°•' ,4:,M �- :.'F.� F , , ,.i s- .. :..Alf ..4 .y. 'k .: •.', ... • . ,€> 1 .� .., ., - ._,..;�` .:. •;� DESIGN IN Cl CLEARWAT R - .i ,, . 4x '#' .c:-., ,.: - �� .•_:,- f.. 3�.: n: ..,. .`u, 's'� .Art °� :', §. e.a :.- .s; . f '.. 4 r -r..# Y_. '3 r! • 1 . &`�' {. g ;i? �. , ,W. �": $ 5 P .,,f 3n 3 A�. �.xE ,< sei'rR� •, t +: 5 ,'rT ,,.� � .: .� „ ,3 .� .. „ .> ,,_ .x„ t. § ....x ::.� � L.r ., � .. :� •'; STANDARD ? ,.. ,4 -. r <.. „� ... o , P �., i.. ..,. of E., a' x,• ,.,oi. 7 - .a t s s $� 1 as- a s 1 ! ,F DADA.•. � r... s, �:.,':+ �.�"� _,4 >.,vir. �,i <.c, r� „ >z:.. ,... ris 'i�? s,i...,<YT'4z ...3�. .. '. °., ,. '. . 5, � , . ��.> ,DADA_, .. DADA ... � , . ,,., , ..., .. , > ., . s�: ,,;. ;., r•:': r CLEAN WfiH NO MORTAR PROJECTIONS ., , , <,., �,$, < ,, <. .,. <� , .,, . .,..« 4 , e', ,, .. <, ,,;. -, ,,�.1 , . �;�, . PRtOR TO GROUTING THE GROUT SPACE SHALL BE • • • r • . • , 1 - 4.'?'i : {y �r .to- .,,.. #,f, . S , ,. J. ., .«E „ a - . , �... r # �'�i �' ,.1 S .. � DADA rY` r .,,, x DADA. a. � ..>... ,.. , >, ,. .,. ',,: <, }} a:' "'e t, . - « , :::.. . "^ ,r.: 'x f, 1 J.,: :... {'., ?.. x ..e .. .'A,. , L'. .,.. [•.f .,..,: .,, .,f.A�,r •. ,.,. „ .,�,._.. t �..... 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F u 1, ,. i . ,t :. px; h. ,j�u'�II / /(JL r* <.. ,. >, .. ,., a.. .. z„ a.. t � , : j.., ,. .., .. s .r. m.> , m • ,.,., . ,w , e R e':., ,, ,:, r , ,z.:... x. .'. ;'�.: / lJ ,.. - » „ :. ,- ,..Dry .. }. , .r M Le ...v, <. .x } S '.:I .. [. 4. ...,r 4 DADA.. R „e Y. , _,i,`. S,. e, t r .a. <, J'• fS. ����55tt.. • r x 1..4,'3,.. DADA Zit .., .. <,.,F,i Y,>r ,,.. 5. F Y . ...,..,t�,RF,. - [... .. Y 4'.,. 4, mil...,. . s. ,Y.a»:ya. M a DADA t, 4.. ,., . , r?e ., .. __.. DADA." At b, k,.. J fir. rte' ;.. r %s..... * xt > t .. - >.. ,.ix r-Y , . Y .,.. ,. , ., t .. `i s... ?' ,� ��. _ � '° _, , , ..t.��1 : .:DADA �3 . ,? M < _.< - , �.��.,..� n�. ..,..� ,; €� r .. (` S SPECIFIED. EXIST. ,- x_ �#., t , t r, 1, . . >, VERTICAL SAL ALIGNMENT AND SHAM SOLIDLY BE FILLED WITH COARSE GROUT A s, ., . tdtai 1 . a .1 . 5. t .a, E 1 ,.,> N f „r. r, ., �r e : ea$'. ,, {`ii. ,. F.' €. �:3 ",...v�.".s� -' }.. a ,� f's „`L t Rs'S''aY .i O - �, � ,_� r x 1, �i ,.:,z 4`` �'� �, y7,.�ts °. . •.'.'. . . . -'.i >i ':.�. v- .: :..., .'., a.. ,r �,.. v3' -..;� .: :.� r: n� .�r ..s -ctt gN, 1 n <,.?" RAMP ..� '`?� . �.,r: � t.� �. �>;� .,�, • €k��,,;, >' �: �',> ,. ,, -,.. a ,, .. y, 3,P : r.� L' .r, .� r .?` v. -. 3 r., DADA. .. . .5 ,,,. .. .x £... x...7 .<,:. •�... „ ,.. <..�... <.... {f5 -..,::L' s,,. .( ,.,. .. °�. xx. ,c - • •'•'. . , 1>Y <r . �, .. � ,.: .,< �' , ...'' .� . s4k ..<. � . „t a,.. z .. <s 1{ a �. ,r .. t L v. ., ., ,. , ..,_. .. : .�3., a 'is., ,... 'z s^.� ,,;t';x ,. , <: �e er.,. .,. &. ..Yr� `�' . . . • O , >;.,. , ,, „r,.x;. ,r „< t � •�. >,.,, .. ..,.� , � A ., 1,...r _ � ,fir �.. ,. LOADING �. .. ,, �>�.., >1,, _ , .. _.r, a_ - _ _., .,,.fir. , < : • , _,.. ,... , '1 �. , ,. x , . • a' a•. � . ., .r � . ,.�. _ .. k, r.r UT SHALL BE C NSOLIDATED WITH FLEXIBLE CABLE VIBRATOR. FIRST �.,. t . « pp ... } 9. 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EXIST NG OVER EXISTING t _, r , , ( ) .at -.�'. d`i^ ,..t.. a ,. K;c. >. T s.. }.,.. ., w. t r • , r s ._, r DADA �.:. .�. t,. -,. rs:,,,"^,x.. >r �.Cr x • 1 .,"x�'.,, p,.. .w { 4... Y.. _. x .. ,. { >.... „ 4 < f, ,, .;: :... <. ,_. ... .; fia LL1 / },'.. t. x ,. x.,F s. .. n, 4.:5. , ,,..stir .z.: i.: N4.>: tr„ .SN4 4..i �.. . :.. : -.x., In, K , � b , , ,� ,., ,.. 3 , � Nt"., ,�, .,: o_ 4 LOADING DOCK < , .. < , � •' -� • DADA r .. r r � �_, �� , � _< b � ff �: �+i f e' +....... e \,.. r .. ;-;J I r � n<,.ri y.. � :>�,+A:., a'.�.:,. E r;..:�:, ;' ,..: .a, 5, :x• .,?,.xx. x...✓ �.. .,.:,4 #, . 2. ,. ,i,n S . ,T a C/) 1 \\ \\ 4 Z w EW PLA 114G � PAIN 4 . �- _ I O STRI l 1 15 -0 i O 9-0 - CREPE MYRTLE 12' -0' f 12' -0' 12' -0' ' -01 '1 _ EXISTING PAVEMENT • . LLL_ o AI 12 SECURITY FENCE (TYP) EXISTING LANDSCAPING ~` 24' -0' O Q7 .^�'� is ' TB,V. T 00 t s'> SLIDING v v i� -- SECURITY _s�a�1.�x_e�n�,�t t��,t �t-•2_, s�.t. GATE r 1, ti El A <T, \ \ .f ,c, •.•;,• :i -�i f, Y.. \. O , r ri°•Ik� D'a'r ¢,. DADA. DADA -, .,,,.,DADA - - DADA --.. • - ,S ,J } -o -a o- a _� o- -v o• o o,=- 7_'F.Jf.t l,�`�,� -,• tea-• - Si.i.rL :�i.ti i. i. iLii�L.' .LL.i.i1�.Liii.L3.Lii�ir'a1.T1. ;.j.iiJ.l.LLi.Li.'rLLi.iri■1ii �r r�r rr r.�rr.r�rrr�"rrr�rr rrr�,rr �•rrr�rr�rru�.,"rr •�arrr rr .�r�+•� � � his r• •r��rr�...r •• _ LL } 1 ° KNOX BOX -KEY HOLDER- FOR GATE EXISTING 5'W SIDEWALK OPERATIONF - S. LADY MARY DRIVE (60 R/W) COMMERCIAL ZONING ARCHITECTURAL SITE PLAN SCALE: 1' = 20' -0' NOTES: 1. ALL MECHANICAL EQUIPMENT IS ROOFTOP MOUNTED AND WILL BE SCREENED FROM VIEW, z --i PAINTED . ISSUED: ),r9; STRIPING Z REQUIRED PROPOSED LAND AREA TACTILE WARNING 1' 2-09 AC RIP `f rn � O # OF EXISTING DWELLING UNITS 0 0 v # OF PROPOSED DWELLING UNITS Li 0 0 GROSS FLOOR AREA PROJECT N..... ...,•.• 12265 12265 TOTAL # OF PARKING SPACES 111 (5 HANDICAP) 50 109 u) / 54,957 54,957 OFFICIAL RECORDS , :t• `r 1/S'. -. !.Y. 1`'11 a s BOOK/PAGE UTILITIES riliLi.i,■14.LLi . .rrLi.ii�rLiLil.i.LL NA - `t i D A 1109 PARKING SPACES TOTAL :5 OF WHICH ARE HANDICAP SITE SUMMARY ISSUED: EXISTING REQUIRED PROPOSED LAND AREA 2.09 ACRES / 91,093 SOFT 2-09 AC 2-09 AC # OF EXISTING DWELLING UNITS 0 0 0 # OF PROPOSED DWELLING UNITS 0 0 0 GROSS FLOOR AREA PROJECT N..... ...,•.• 12265 12265 TOTAL # OF PARKING SPACES 111 (5 HANDICAP) 50 109 TOTAL PAVED AREA 96 CHECKED. BY; ...... • 54,957 54,957 OFFICIAL RECORDS Q 1/S'. -. !.Y. 1`'11 W BOOK/PAGE UTILITIES NA NA NA BUILDING HEIGHT 14' -0' 25' -0' 14' -0' IMPERMEABLE SURFACE RATIO .74 .90 34 FLOOR AREA RATIO .13 ,55 '13 INTERIOR LANDSCAPING 8,144 SF 6,595 SF 8,144 SF ❑❑❑❑❑❑❑ ❑❑❑ ❑❑El ❑❑❑❑❑❑❑ ❑❑■ ❑❑❑ 0 r❑❑❑❑❑0 00NEl ■0❑❑❑0❑ ❑0N■ ❑❑ ■■❑❑w ONE] IIIIIIIIIIIIIIN❑❑ $: BESSOLO DESIGN GROUP, INC. ARCHITECTURE ■ DEVELOPMENT License #AA- C002117 556 CENTRAL AVENUE> ■ ST. PETERSBURG, FL 33701 ■ 727 894 -4453 www.bessolo.com 8h PROFESSIONAL SEAL 1= �1 k t ................ KEVIN J. BESSOLO - AR12069 0 INC COPYRIGHT 20 6 BESSOLO DES IGN GROUP THIS DRAWING AND ALL INFORMATION CONTAINED, INCLUDING ALL x RELATED DIGITAL DRAWINGS OR FILES HEREW ARE THE EXCLUSIVE PROPERTY OF BESSOLO DESIGN GROUP, INC. SHALL NOT BE COPIED z OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN CONSENT OF BESSOLO DESIGN GROUP, INC. AND MUST BE RETURNED UPON REOUEST, ALL DRAWINGS ARE PREUMINARY AND NOT FOR a CONSTRUCTION PURPOSES UNLESS SIGNED AND SEALED BY KEVIN J. BESSOLO r CLIENT APPROVAL: SIGNATURE: DATE I REVISIONS NOT: DATE: DESCRIP 1 10 -15 -10 DRC COMI 2 10 -11 -2011 DRC COMI - -_ ISSUED: DATE: ISSUED FOR: 08 -27 -10 DESIGN DEVELOPMENT 09 -03 -10 CONSTRUCTION DRAWINGS 09 -08 -10 CITY REVIEW 10 -14 -10 BLDG DEPT. �I W W Q W M •ate W F-- PROJECT N..... ...,•.• " W 1 0 z U) LL .... W w PROJECT MANAGER: .I ................ z QX11 CHECKED. BY; ...... • , . , V, M V O O c I-- W Q 1/S'. -. !.Y. 1`'11 W > a� '. N 000-0 U Ili r- W J .L O U 1 :z REVISIONS NOT: DATE: DESCRIP 1 10 -15 -10 DRC COMI 2 10 -11 -2011 DRC COMI - -_ ISSUED: DATE: ISSUED FOR: 08 -27 -10 DESIGN DEVELOPMENT 09 -03 -10 CONSTRUCTION DRAWINGS 09 -08 -10 CITY REVIEW 10 -14 -10 BLDG DEPT. REVISIONS NOT: DATE: DESCRIP 1 10 -15 -10 DRC COMI 2 10 -11 -2011 DRC COMI - -_ W Co W W M Y 0 Asa UQ tW-- Z W M •ate >Oo� PROJECT N..... ...,•.• " W 1 0 DRAWN BY. r U O .................... .... W w PROJECT MANAGER: .I ................ , .... N 0. Y Y CHECKED. BY; ...... • , . , V, M V O O c DATE: .DATE: r Zi N SCALE :................. 1/S'. -. !.Y. 1`'11 AS1 01 .... I .......... I ............. ARCHITECTURAL SITE PLAN