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120 BRIGHTWATER DRSSA CITY OF CLEARWATER - PLANNING & DEVELOPMENT SERVICES TREE REMOVAL PERMIT x 0" NAME OF OWNER -A 12 � SITE ADDRESS - , A- t, ek- 11,45,7 PHONE L) i - �i`• -? OWNER'S ADDRESS LOCATION OF TREE(S) ON LOT SPECIES AND NUMBER OF TREE(S) TO APPLICANT: A non - refundable f( be removed, plus S,' removed is requirec A) CONSTRUCTION 1. For new construction, additions or ott a site plan is required. This site plan must site plan must include: RE FOR REMOVAL: Construction •See "A" below • Hazardous • Declining • Dead • Other (Specify) Fee Rec'd. $ Date the removal of a protected tree(s), mily lots, or 1 " =50' for all others. The a. Major Changes of Grade f. Proposed Number of Parking Spaces j. All Protected Trees Including: b. Structure Locations g. Proposed Underground Utilities (i.) Diameter of 4.5' above grade (DBH) c, Driveways and Walks h. Zoning Setbacks (ii.) Surveyed Location d. Parking Arrangement I. All easements and Rights -of -Way . (iii.) Species e. Required Number of Parking Spaces (iv.) Diseased or Insect Infested Trees k. Tree Barricade Detail & Locations 2. Protective barriers are required around all trees remaining on site during construction. These barricades must remain intact during construction. The barriers must meet City Specifications. B) REPLACEMENTS 1. Tree replacement minimum standards: 10' overall height, 2.5" caliper, Florida Grade #1. See inspectors note below to determine the number of replacement trees required. Replacements required within 30 days. I hereby certify that as property owner or as representative of the property owner, I have verified that the tree(s) sought to be removed is wholly on property owned by the above - identified property owner, and should it be determined that the tree(s) are located wholly or partially on property owned by some other person, then, I agree to hold the City of Clearwater harmless in any claim made for wrongful removal of such tree(s). I hereby certify that this application together with any plans submitted is a true representation of all facts concerning the proposed removal of the tree(s). Any deviation from the permit issued shall render it null and void and be co=012y e Community Development Code. &V"a'ad I? �r '�� - Agnature of owner or applicant ri ed Ka Addre //ss City State Zip Agency Repr senting OCL # ,ZZ19_ 63 Phone /Cell Fax DO NOT WRITE BELOW THIS LINE - Not Valid Until Signed By City Manager or his Desjgnated Agent. A Required Replacement Trees: Applicable Code Section: L, 7 To- Based on the Inspector's comments and information submitted, the above removal application is: ❑ Approved as S matted Approved- Modified as Noted Above ❑ Denied Signed: Date: b ` Community D velopment oordinator or Designee /Inspector Valid for six months from the date of issuance. 1362.0001 -GC White - Planning & Development Services Yellow - Applicant Rev. 2-03 07/07/2003 08:40 8138861855 PAKMAIL #177 PAGE 03 This Survey Is certified to the parties as listed and is non - transferable, SEC 8 TWP. 29 S RGE. 15 E Any changes to the premises or documentation as recorded in the Public ��--- Records of this County after the data of this Survdy, or the re -use of this Survey in conjuction with an "OWNER'S SURVEY AFFIDAVIT AND INDEMNITY THE SURVEY AS DEPICTED HEREON IS NOT AGREEMENT" will cause this Survey to be VOID, COVERED BY PROFESSIONAL LIABILITY INSURANCE CERTIFIED TO: -` W A Gary Jernigan' N80-45-56" y p First G�;�;R,....,; '+89'01Je Barry f America ,.�,,, 23.19'C 23,w M Poo 37'p T R W A Seacoast T1tie, Inc. cut •)r Cut -x' on snowall on seawall United General T1tle Insurance Company V tor.55 LOT 54 One Stor Mosonary £xVOW Dock Bu / /di gn ,Lino BE J RAD = 1885.00 ARC = 36.63'P CHD = 36.62'M 36.63'P C.B. = S82'49'22 "E P � o 58Z�2'46 "E M Cu! .�. an Seawall g0) y w Cpl' I O N; O Lowest a tD" floor co `+gym 6 /ev s 3s LOT 53 N Ic DecR ;r v' rGt� f 116 I I V8 E .r .E9r —2-2z '23aw No I.D. ASPIY44 r �oA H —�-M —23,37 At �ivr P.0 CURVE �^ Noll ec Cap No I.D. 00 a� rt- f zz 10i /din9 Lino 4x4 CM No 1.0. Under Planter --� flow Nall k Cop No LD. A w �_ BR IL cH TWA TER —�_ 50' � dRIVE R/W Cc GENERAL N07FS.' RAD = 2005.00 fiis Survey has been prepomd without the benefit of o TJtie Comm /tment. ARC = .39.00'P subject to any restrictions or other matters of record. CHD = 38.95'M 39.00'P Bearings are referenced to the £osterty boundary line or the property. C.B. = S82'41'46mE P No under ground improwrnents have been /odoted. $82'21 '� E M . t' L E D E N D THIS PARCEL LIES Entiirely, WITHIN D ��,�„�, oP alONW vFMONUMMT FLOOD ZONE(S) AE ACCORDING TO THE R: RECORDED DATA Dro OPEN F,NO PIPE MAP OF City of Clearwater, FL F.I.R.M. MAP M. CALCUA1 Q. CALCULATED " SM AAflAO D WXE N k D NAIL Ac DISK NO. 125096 0007 D DATED: 8/19/1991 U.P. UTIUTP Pouf IA- CORNER IDENTIFICATION BASE FLOOD ELEVATION THIS AREA CONe CO CAM CNR cDUID NOT READ . 1.1.0 08 CHAIN a uAx eEO et UP . LICHT ME VERIFY MINIMUM ELEVATION WITH ZONING DEPT. PRIOR TO CA MOND DEARINC CND CHCIM DISTANCE q .11 - R/w RNR+r -OF -WAY Tiucmnu A SURVEY OF Lot 54, BAYSIDE SUBDIVISION NO. 2 AS RECORDED IN Plat Book 27. Page 32 OF THE PUBLIC RECORDS OF Pinellas COUNTY, FLORIDA. E. T. CAUDELL gin,„ �� ......� �.M.,,._..,.�- . .� ¢ „h.�, ASSOCIATES, INC. 2321 PIN OAK LANE EAST CLEARWATER, FLORIDA 33759 (727) 799 -9778 SURVEYOR'S CERTIFICATE: I hereby certify that this Survey was prepared under my direct supervision and meets the minimum re- quirements as set forth by the Board of Professional Land Surveyor's, in Chapter 61G17 -6, of the Ad- ministrative Code, pursuant to S tion 472.027, Florida Statutes. ' i �%, , i EGgeKe T. Caudell NOTE: COPIES NOT VALID UNLESS � / c BUR R5WTH SONINC BS.Noo. 6492 BOUNDARY AND TIE —IN SURVEY m Ch r ho " � o .57 RIP) � q AJurDkIft! d N80•48'58'11r p 116 I I V8 E .r .E9r —2-2z '23aw No I.D. ASPIY44 r �oA H —�-M —23,37 At �ivr P.0 CURVE �^ Noll ec Cap No I.D. 00 a� rt- f zz 10i /din9 Lino 4x4 CM No 1.0. Under Planter --� flow Nall k Cop No LD. A w �_ BR IL cH TWA TER —�_ 50' � dRIVE R/W Cc GENERAL N07FS.' RAD = 2005.00 fiis Survey has been prepomd without the benefit of o TJtie Comm /tment. ARC = .39.00'P subject to any restrictions or other matters of record. CHD = 38.95'M 39.00'P Bearings are referenced to the £osterty boundary line or the property. C.B. = S82'41'46mE P No under ground improwrnents have been /odoted. $82'21 '� E M . t' L E D E N D THIS PARCEL LIES Entiirely, WITHIN D ��,�„�, oP alONW vFMONUMMT FLOOD ZONE(S) AE ACCORDING TO THE R: RECORDED DATA Dro OPEN F,NO PIPE MAP OF City of Clearwater, FL F.I.R.M. MAP M. CALCUA1 Q. CALCULATED " SM AAflAO D WXE N k D NAIL Ac DISK NO. 125096 0007 D DATED: 8/19/1991 U.P. UTIUTP Pouf IA- CORNER IDENTIFICATION BASE FLOOD ELEVATION THIS AREA CONe CO CAM CNR cDUID NOT READ . 1.1.0 08 CHAIN a uAx eEO et UP . LICHT ME VERIFY MINIMUM ELEVATION WITH ZONING DEPT. PRIOR TO CA MOND DEARINC CND CHCIM DISTANCE q .11 - R/w RNR+r -OF -WAY Tiucmnu A SURVEY OF Lot 54, BAYSIDE SUBDIVISION NO. 2 AS RECORDED IN Plat Book 27. Page 32 OF THE PUBLIC RECORDS OF Pinellas COUNTY, FLORIDA. E. T. CAUDELL gin,„ �� ......� �.M.,,._..,.�- . .� ¢ „h.�, ASSOCIATES, INC. 2321 PIN OAK LANE EAST CLEARWATER, FLORIDA 33759 (727) 799 -9778 SURVEYOR'S CERTIFICATE: I hereby certify that this Survey was prepared under my direct supervision and meets the minimum re- quirements as set forth by the Board of Professional Land Surveyor's, in Chapter 61G17 -6, of the Ad- ministrative Code, pursuant to S tion 472.027, Florida Statutes. ' i �%, , i EGgeKe T. Caudell NOTE: COPIES NOT VALID UNLESS � / c BUR R5WTH SONINC BS.Noo. 6492 BOUNDARY AND TIE —IN SURVEY ThN Survey.; is .certified to the parties as listed an non- transferable. SEC. 8 TWF 29 -S RGE. 15 E--- Any changes to the premises or documentation as :orded In the Public Records of this County after the date of this Survey, or the re —use of this N IS NOT Survey in conJuction with 'an 'OWNER'SbSURVEY AFFIDAVIT AND INDEMNITY COVERED BY PRO ESDSEPICT D HERETOY INSURANCE AGREEMENT" will cause this Survey to CERTIFIED TO: Gary and Mary A. Jernigan Escape Motel, Inc.. a Florlfa Cdrporatlon, it's successors and /or ase'yfis Gottlieb Cqt "X" Attorneeyv -41tle Insurance Fund, Inc. on seawall r a LOT 54 09 L o °rn O .-A 0 WSW Oo0 foo 2Z 51, Bwld//n P.0 CURVE �(ine Nall & COP Arc r No I.D. 38.93 M '19, CM No I.D. -r.Ainder Planter_ Existing Dock _ C4+H!;ad Pow:' «p 4.8 77e 50.7 5.1 Tie One Story Mosonary I N Structure & N e4 �tr2 Id q LOT 53 W A TER WA Y Cut .; tip.. O 141 O i! w J , fly I,. L OT 55 V AND D BOAT VV % I / L / 1� V / l cx. Docl� � Q SLIPS -1 -0 REMAIN 1 =0R O RESIDENTS USE ONLY TAL TERCOAS IN c3 WAT E P WAY - - = -- o N80°45 )56» E_xis tin = -_ N79-59,01, � P Dock RAD _ 18 63 P 0 _ VV CHD = 36.62'M 36.63'P Cxisting RAD = 1885.00 23 , 9 C 23 �� - =�-- - C.B. = S82 °49'22 "E P Dock ARC = 60.00'P 59.91'M - -- 37 _p -_-= S82'32'46 "E M -X. D/1V11 -S '� `� CHD = 60.00'P 59.91'M C.B. = S82'49'22 "E P IT -- ----- S82'46' 27 "E M - r � �1� . / - o : • � e - 1.1.11-1 -L °_-- ___`__ - __ _ -- -- ___-__ � C 2 r r r � � � . " :• ion cre to 11 r I � - '�� ��� °r v %'� p a.. -' DI►I i 11 rrI All --- - -�- - :8 r1111r1r1 11 II or�Cret�w - 1I I I► T �'� . ► r 111 w d l r l l \- ♦ 4.0 I Wood, I i T ' / �.:� °Q _ ° : �• ,. ' p ' .. r 1 0 o r ► I I ►I � �-♦ ►�1�n � t � 1 _ _ - � I �� -- . _ Deck I ► ► ' 1 ��'�� "1 LJ -- --- - - G>< Decks Irr.• .. � �. 'A�--•- D- Jllrrlr ►rr r,v� 0 ii � �' ��f�C - 60 � � -�o ' ► ►III I Illy D >;p ►rr1111i r 7 Ill��r �A /. 1 �(� 0� M 60.00 P I C t X 1� II 1111° D �% I 4 171 rl R- �` 1 \ I I �>�LLLLLLL''�L�, _,fir (' . -- _ ( % J ` O 7 1 r r I I ` � - LLLLLLLLLLLLLL LL� Z� II I Co Vered --, Y) O II L_t_LLLLLLLLLLLL LLLLI_LLL ::-Jill orC`7 ` N N r III 1� Ir �I__LI- LLLI - LLLLLLL. LI- LLI_LLLT1�- I r-� - -- \ �"- 1°1'1' '}' n 1°"19_ .__ I I I__LLLLLLLLLLLL _LLLLI_LLLL f_ -- 11 1 I I )`1-I T -1 -1 �_l�_ P I L _ I I e �� 1 ._LLLLLLLLLLLt LLLLLLLLL JJ1 - 1-1'1 1 I_1 1- )��- )�__"1+_I-I_ - �' g _IlI 1 _I_LLLLLLLLLL _LLLLLLLLLt;- �1 I i I�1��_1- 1`11�-j� j- 1- 1�_1�1- 11`1- 1 -1 -)- - 1_)_1_1_1_1_1-1 -) 1_IR ��-h 1 1 i ; V •..� �LLLLLLLLLL LLLI_LLLLLiI I 11 )- 1-1`1 1 1_l _l _l _l 1-1-1 1- 1 -1 -1_1 1 1 1`l `1 ) -1 -) -1 1_1 -1 1 1 1 -j-11� I I CLttCC1 =t ._ LLLLLLLLLL r- -11 I I II l-1 its I- l_l_LLLLLI 3L LLLLLLLLLL;I I I I 1-1 -1 , , jj�� •] 1 _LLLLL .LLLLL Oil e Stor � I ' ;�= ►11 -1- - ,_ - - _�� '_ _ LLLLL y -1 -1�rJ - -1 T 'I�1 )- I_ _ - 1 -✓�1} 1_1_ 1_1_1 -111 11 `r .ILLLLI -L_LI rIi 1 Il- )`1 -1-I -1 I- - _ (_LLLI I/ _Lt_Ij o 1 1` .3 �1 ) 1 i�_1_1 1- 1= 1_1_1_1 -1 1_1 -1�11I II I i O L /�/IGSonQl� _ELI I II' I I 1�.1_�1_1- 1- 1 -1 -I- ) �-+1 I. _LLLI _LLLL[_LLLLI_LLI_LLLLL I I. ° 11_LLLLLLLLLLLLLLI_LLL. I I 11_1 1-1 1 _ 1�-1_ -)- 1 -1-1- Cf) r ( -1 1-1-1 -1 -1 )_) 1_- 1- 1-- 1_- i -1_1_� - 19LLLLLLLLLLLLLLLLL �Iz I I I 11j`j-j -j--11 -1-x_1 1 1 1 1 1 1 1 1 1 1 1- 1_.1_1_1_1_ _ 1 1 11 JIJ o -11 LLL LLLLLL �. 1 1 T- 1 -1 -1- 1-1`1- 1-1 -1- 1_1_1_1 1 1.1 1 1 -1 111 b L�1_LL _LLLLL( I Id I j 11`1 -1`l T- 1- 1 -1`1 -1 . 1 1 1] -l�-I 1- 1 -1_1 -T - -11 a '.� L o we s t 11 I I I ,' -�! _ _ _ - � �l-- �LLLL--------- LLI -LLI- O �(�" 1- 1- 1- 1- 1- 1-1 -1� 1-1 j' �1�, _ 1�1- 1� -1 -1 1 -1 -1- - Z % I I 1 r 7 I = f- ''eLLLLLLLL' - LLLLLLL�i 111 tj _)� 11`1- 1- 1- 1 -1 -1 -I �'1 p 1_1`1 1 -1 ` - - _ 1 1-1- 1 1 I I I I I D p l_LLI._LLLLL LI_L ) 1 ®� )) 1 1 1 1-1 1 -1- 1-1-1 1 1 -1 1 o RAD = 2005.00 1Q- LLI_LLLLL��OOr�- LLLLLLL( o x111 1 1`1_1 -1_1 1 1 1 C ,� 1 l 1 1_1 -1_ - _ - i ` -I-�LJ \1 I ° D \ -LL = 5. J�J� -�-I I I �-' _ _ ° ARC = 63.88'P 63.92'C [� 1 1 1- 1- 1- )-1 -1- 1 1 1 1�1 11-1 iL L �e V L Nl 1 1 1 1 1-1-1- -- I I I �I �' \ LLLLI_I_LL_Ll_LLLLI_L_LLLII - 1j-- 1-1- 1`1- 1- 1- 1- ) -1_j_1 1 111 1 CHD = 63.88'P 63.92'M J r D A; LLLI L L -LLB �.LL LLLLI I _ - �- -- -- - - _ i 1`1- 1- 1- 1- 1- 1_)_� =j_lj 11 a, •49'22 "E P CoVe1rP� �� I ° : \ 11- LE L I LLLI- I __LLLLLII TIC- -1 I 1 V ►� 1 1 -1 -1 -1 `l `1- - - 1 , Lj L _ \\ l ) 1 1 1- 1- 1_1_1_1 -1_ - - - _1_1_1 I II I �j C.B. = S82 Deck' »I, Du -- I_I, LLLL L LL_LL1 I I II IT` 1-1`1-1 1`)` 1 1 1 1 1 1 1 111 S82'39'21 "E M C r / !T 0 �.I,e�. LLLLI_LLLLL 17 I �- -- O 1) 1 1 1- 1`1`1`1 -1 -1 -I II . I l`� o % �- D D- -LLLLLLLLLL 1 I= I II II 1 `�j l 1-I �� -1- 1_1_1_1 - 1_1_1 1 1 -11 I 8" j �- Tyr- -_ - J _LLLLLLLLLt - 1 0 I 1 �II Ij� ! 111 1 1- 1_)_l -1 1_1 -1.1 1 1 1 -) -1- 1. 11 I / r I 1 LLL 1 _- I I II II 111- 1_1_1 1 1 -1 _1 1`1_1- 1_)- ) -1_1-1-1 -/1 I I 'ter % 8 a l LLLLLLLLLIIL __ 0 1-1 1 1 1 1 1 1 1 1_1 I LLLLLLLLLL - -X II II L 11.1'1 _l _l ) -1 1 l)- 1-1- 1 -1 -1 -- 1_1_1_11 I �jLLLLLLLLLL�� - -1 I 1 II ; 11-1 -1 _ _1 -1 1 I_L LL1_L L- L�� ==j I �� /1-__ J O X11 -1-1 -1 1_111"" -1 -) 1 1`111 II I _LLLLL LL - I `_� 1 -) -)-1 1- 1- 1`)-1- - � 1 1 ^I - LLLLLLLIIr 1� I 111 -1 -1- 11`1']- j-j- 1- 1- 1- 1-- �_1�11 II I L07 �2 I, \ I 1 (1.1- 1- 1- 1- 1 -1 -1`1 1-1-1 -1 -1- 1_1_1_1_1,1 II I III LLLLLLI I I II- - - _ - _ I r- Jj 1`l `l`1- 1-1 -1- 1_1_1_ _ _ - - -lj 1 -1_1 -1 1`1 1_1 -1_1 1_I �►� O a a :. �Ll_L_LLLLLLII I I '1 II'�°I'j' 1_1_1 -1 -1_1 j -1 1 1 jl 1f- - ` 1 1- L L L L L L L L111 I 1`1-1- 1- 1- 1- 1- 1`i_l_1- 1-1- 1 -1 -1 -1 - , \ : I I .LLLLLLLLl� I I 111- - 1 1-11 d 4 Rl veer Rock. _LLLLLLL( "��II I r I I Iia 1 �_1_- 1__1_1- 1`1 -1-1 -1 qO o \ 1 1 Ha/7 o t ° I II LLLLLLLI,IL - 1 (LLLLLLL' C= -1, ► La�Ci O .. . � , . � I � 111_`1_`1 -1 1-1-1- -1 1_1_1 3 \ a I�LLLLLLLI1� I PG r I 111 1 1-1 1 -) 1 1�. �)1- 1_)_1 j' \ L_LLt_LLL. F- -11� r ; . rILL LLL a 11 I - : -� -'�' - I Pa io I 111`1- 1- 1- 1- 11 -1 -1 1- 1� -1 -1 -1 Ip.:.. rl LLLL Ir Aluminum a ,ID p ° I I I 111`1'1 L4LLLLLL \ g 4 q 1 ,�- ,_1.�, ♦ ed D' -�- 1 I p I I 8 ♦ rt� -1-1- . 1 » /� - I e I I 1 6 , �'K D •a. of /, � 8 - - - `COO C CUrfj _ ��.�� - ' - II � • ° I j �- �'�"�a �1�� L`1____�L�7�-�,i- 1_1- 1- 1 -1_1 -j �1 II I ter r,•:,., N 8 0 4 5 5 .. w P _... N8 0 4 23 �� 23.3 7 RAD = 2005.00 19„ �N D 38.9 5' M 39.00' P "F' - - -- C. B. = S82'49'2.2 11E P S82021'46 "E I' I Gj ZO DEMOLITION NOTES LEGEND REMOVE: F.-i-I I CONCRETE E/X",� /��j, P.SP11. & BASE LL I.LI_LL- LLL'�LLI LI_�,- Lt_RLLLLLLL _ LEIS L!_LLl.lal.lal.,� BUILDING u on Seawall F1 1 u 5 DEMOL11ION OF THE SITE INCLUDES THE REMOVAL /RELOCATION OF ALL EXISTING STRUCTURES WITHIN PROJECT AREA, PAVING AND BASE, UTILITY LINES (SANITARY SEWER, STORM PIPES, WATER LINES, POWER POLES, OVERHEAD AND UNDERGROUND POWER AND TELEPHONE CABLES, GAS LINES, TREES, SHRUBS, ETC.) AND IS NOT LIMITED TO WHAT'S SHOWN. REMOVE CONCRETE PADS AND CONCRETE WALKS TO THE NEAREST EXPANSION JOINT. R1 =MOVE ASPHALT AND BASE. RI_MOVE EXISTING STRUCTURE AND FOOTING. REMOVE FENCE AND GATE AND ASSOCIATED POSTS. REMOVE EX. SANITARY SEWER. REMOVE EX. WATER METER & WATER LINE. REMOVE EX. DECK AND BLOCK WALL. REMOVE EX. TREE E- -X. TREE LEGEND 9 ALL CAVITY & EXCAVATION RESULTING FROM REMOVAL OF TREES, SHRUBS, PIPES, INLETS, GREASE TRAPS, SIGN, AND POLE BASE SHALL BE FILLED WITH APPROVED SUITABLE MATERIAL AND COMPACTED IN 12" LIFTS TO a - BRAZILIAN PEPPER 95% OF MAX DENSITY. 10 OFF -SITE DISPOSAL OF STRUCTURES, UTILITIES AND PALM TREE CONST RUCTION DEBRIS SHALL OCCUR IN SOLID WASTE DISPOSAL FACILITIES APPROVED BY F.D.E.P., AND PINELLAS COUNTY. Arc 6J99 Service 5 1! `� "''• '� 1 Service 151 1.�0niar�V -- _ ' 1 Service ( v Icy I" I" rm W °` 6 - � ----__ - -- _ JJi n A � � � � n ►, � - ---_`- fit. �- '� J �It�"'ma�raezca�n --_ �•'� - -_ -_ -�_- - _ - ----_- _ " rs ra r� n ex n a ■ ei � A Rs s n � a� � a � ra e� a� CL 7t 141A p Cl M O i n- p fix:. Vo IS4i. Q I'4,.! . N ' O NOTE: 1. EXISTING ABOVEGROUND UTILITY FACILITIES IN THE PUBLIC RIGHT -OF -WAY TO BE RELOCATED AND / OR PLACED UNDERO ROUND WHEN THE PROPERTY WHICH THE UTILITIES SERVE IS REDEVELOPED. 2. FOR DEVELOPMENT THAT DOES NOT INVOLVE A SUBDIVISION, At.l_ UTILITIES INCLUDING INDIVIDUAL DISTRIBUTION LINES SHALL BE UNDERGROUND UNLESS SUCH UNDERGROUNDING IS NOT PRACTICABLE 3. ALL UNUSED DRIVE APRONS AND /OR PARKING SURFACES ARE TO BE REMOVED IN ITS ENTIRETY, BY THE CONTRACTOR, AT THE APPLICANT'S EXPENSE. THE RGIHT- OF- WAYS) ARE TO BE RESTORED WITH NEW SIDEWALK AND SOD AS REQUIRED. 4. ALL UTILITY POLE RELOCATIONS TO BE COORDINATED WI r i THE OWNERS OF SUCH FACILITIES AS NOTED ON DRAWINGS. A 2' HORIZONTAL CLEARANCE FROM EDGE OF SIDEWALK TO ANY VERTICAL OBSTRUCTION WILL BE MAINTAINED. POLE RELOCATION WILL ACCOMMODATE PROPOSED SIDEWALK AND /OR DRIVE APRON INSTALLATIONS WITHIN THE RIGHT -OF -WAY. A A% O 6� Ex. FHA 0- Issue Date: 07/15/03 Z 01 3/01/04 ®00 Z. gnaw w v, 4I � a ' N N H r` Z v q z xi 4 X L16 0111 Lu 00 w • ;� Z d M Q � Nw Z • 0 °. V �M Z N Z M M M �© ® Z Q ►� Z j 4Lu �u Q W3 � V > Q-4 Issue Date: 07/15/03 evi so, ions: o. Date Descri tion 3/01/04 PER CITY Z. 4I J. n. r TFIIS DRAWING IS AN INSTRUMENT vF E F N THE PROP I�TY OF THE VAMOUT ENGINEER, AND SHALL NOT 8rr,R€P > USED {T 2003 N (�P TMIED TIIE C01150T OF TITE EN �.• �r I + 4 pJyb -�` s AR 2 `200 40T VALID, UNLESS ENGINEERS SEAL I Oct > > 0G 04 uj UJ LL. Lu uj .J C!<] LIJ Q LJ.! P U EX. DOCK AND BOAT SLIPS -TO REMAIN FOR RESIDENTS USE ONLY NEW CURB NEW BOARDWALK SEE SECTION C -C N80,,451 01 " N/9-911 W � P • .� 2 .19 9 C 2,33. ,3 ' --.< NOTE: EXISTING DEADMAN MUST 'ALL BE A MINIMUM OF 5' CLEAR FROM ANY PORTION OF NEW BUILDING � CONTACT SEA WALL ENGINEER REGARDING ANY RELOCATION 5,0 / - I/ � � Y O 10' SOD _ NEW 6" CURB --` - ___ 7.1 N T [_ R C DAS FA - NEW RETENTION POND _ EL.6.0 EX. --- -___�= TOP EL. 4.7 - ' -r- -" <= .,::- -�:,�, :�., -� O : >, 4:1 EL5.20 Existir� WATERWAY O D H W EL. 4.2 6 �' EL. g = -- ---_ WQ EL. 4.12 4.5 RAD 1885.00 BOT EL. 3.5 00 ARC = 36.63'P O �xis�i� C 6 "PVC 4 "F IR CHID = 36.62'M 36.63'P C.B. = S8249'22"E P Dock RAC = 60.00' 0 SECTION A -A `1 ARC = 60.00,P 59.91,M N.T.S. --`- "2032'46"E M EX. DAVI I S G CHD = 60.00 P 59.91 M _. C3 1,6' _ - - - -- _ C.B. = S82 °49'22 "E P L �`,' "�` "'���•.L., ±�„ j�:L�-=_ _=-' � __ S 82 °46' 2 7 "E M 6" U.D. T / LLi j••L.L.,:r, ;,�,; _ - C H R U WALL UM R ECO N STR U CTI O N ; L /�ZL! _ L;..s;,,,,..e �, ,,� �_ INV. < i �- / --- -. - - -- -_ � 8.1 / -,�� Wit„ ����-��' �� 'L.L; � /: ,���� =�� � �� i � A AREA OF EXISTING DEADMAN 8.33 8 °1- �` ° -L LLB L-; -�! i , j , �j 14 .� U /1/J �j -- -- L.F. OF 6 O% O O NO HEAVY EQUIPMENT PERMITTED O � 8. $ °1 ��� � / / `- "`- <:;- LLB. ' ' �._ , ���, , ,� � U.D. Cu WITHIN 16' OF SEA WALL. /�: ?L` s ==-' �_ '� /;' ) I ' CONTACT SEA WALL ENGINEER. O 8.3 r) n l Ci7 ,5_ N N 10.65 10.65 3 •1 8.1 �j/ ` : i`` �. TOP -- 10.65 OP 10.75 10.65 10.65 $ 3 .33 8.1 4 :'� 10.75 10.75 10.65 1 10.65 '3 .3 EX. SE 10.75 10.75 10.65 1 • 8.`� 1 1 � TOP EL. .� 10.75 � 10.75 0 65 10.65 • � WA 10.75 10.75 10.6J MES ti I E t 10.75 r 10.65 INV.3.5 o #Q04 L13is r 10.7 � k • L•�I,•�•p � 111 P L , 12- L.u.p I QO Z� I O axL o 1.0 L >y r -11.0 l�l cv �L. u.o I T�cxf.I:.U.p o RAD = 2005.00 ARC - 63.88'P 63.92'C 29 1 C\4 v , , 2.7% SLOPE LOT- /%CHD - 63.88 P 63.92 M 1- 1 - 8.0 AT ELEVATOR 0„ - C.B. - S82 49 22 E P 7 ;� t - N o S82 °39'21 "E M `° ~-' ' B G 13 t NEW SWALE 10 CT I✓' G NEW 6" PVC '-�L•8.0 ��G -+- @ o. + �G�+ 287 f- L X. 6' VARIES W00D NEW BLDG. FENCE FL.EL.8.0 6' MIN. (S D) , EL.5.5 2 EX. 0 00 STEM MIN. EL.4.8 WALL - 9-_- 4•, G 1 6. 00 v, SECTION C -C N.T.S. P 20 4 ' WALK (( 5 o SLOPE 2 SLOPE I 6% SLOPE 7.1 ' �e EX. MIAMI �o 8.0 .UL•EL• NEW G SECTION D -® BLDG. �- 8.p AGL T 52 CURB F G O N .T.S. EX. ROAD • L•8.0 (AGE �-L•I __- ,g.0 �D - -- - _ -- _- - -- - -- - -- - -- - -- - - -- -- - - -- - - � EASEMENT ° � t - -- - - -- -- GRADE - GJ TO DRAIN TRENCH DRAIN - -____` _ = - �__ A ^ = - =__ __- ___ _ _ �_- - -- E CONC. ___ TOP 5.9 - -- - - - - -- - - -- - - - - - - -- - - - -- _ -- INV. 4.0 7.1 -- - - -- -- -- - -- - -- - - - -_ _ - - - - - - - -- - - -- - - - -- - - -- - -- - - -- - - - - - -- - - - -- - - -- AY 6 �� 7.1 7.1 �.. - - -- - - -- -- - - -- - - -- - -- -- >, - - - - - - - -- - -- - -- - E CONC.---- -- -- - - - -- _ - - - - -- _ TRENCH DRAIN -- - -- -- -- - - - --- - - - - -- _-- -- - - -- - - - -- ---- - - - - -- - - -- - - - 1 - NEW 6„ __ -- - - - - -- -- - - - -- _ _ - -- �.i 7.1 PVC - - EW - c 0 N C - . - -- - - - -- - - -- - -- - - - - -- - - -- - -- - - -- - - - - -- -- - - - -- - - - OP 5.9 ____. __ _ _ 7.1 7.1 - --- - -- -- -- -- - -- _ -- - - - - -- - -- -- - - -__ _ NEW FHA INV. 3.97 TRENCH DRAIN 7.1 - -- -- -_ _ -_ 1 - -- _ - -- -- 5.48- : - -- _ -_ - - _ - - -- -- -- - - - - -- - N80° 1 TOP 5.9 TRENCH DRAIN 7.1 5.4 - -- - - _ -_ _ - 5 _ __- INV. 3.95 W TOP 5.9 TRENCH DRAIN - - N 8 O ° p .48 ®,�. 16" PVC ____ _ �_- _�- ------- - - - - -- -- - - - --- - -- ---- - - - - -- - - -- -- _ -_ - -- - -- - - -- - - - - - -- - - - - - INV.3.9 TOP 5.9 3 - - - -- -- -- - -- ----- - - - - -- - - - - -- - _ - -- -- - - - - -- „ PVC I 0 0.2� -- -- - - -- - --- - -- -- - - - - -- -- - - -- - - -- -- - - - - - -- 8 INV. 3.85 � ' 1 - _ - - -. - -- - - -- --- - - - - -- - 6.48 _..._ _..._... 5.4 48 . 5 C 6 PVC , TRENCH DRAIN - - -- __ _ ._. ___.__ . _ __________ - --------- ___ _ 5.48 •• TOP 5.9 SECTION�E -E INV .. - --- _ _ �••.®,-,_s_ 5.48 � . 3. 5.48 g 8 I�2 SCALE. AR Z: 1 " =2' - „� 5.48 3 5 RAID = 2005.00 -X - -,, - -- '_ r Ci �' A r C �p 6j - _ ARC = 3 9.0 0 P 2 G,� jN� -_ _ _ _-- -- - _ __ _ _ 5.4 J.4 99 'CND 38.95'M 39.00'P _ _- - -- _`�e� -�eac - - - _ '� C.B. = S82.49'22 "E P - !- S82'21'46 "E M�`-- _. 4 . -- ° �� 50 w --- -- --___ �. 5 / g --_ ___ ---_ -- - -- 96 - -_ ---- -- -1 g CD - -- N - ---- riS SECTION F -F SCALE: VERT: 1 " =2' HORZ: 1 " =2' I3sue Date: 07/15/03 Rpyisions: Np, Date Description A103/01/04 I PER CITY r i' THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL RE THE PROPERTY pf THE ENGINEER, AND SHALL NOT BE REPRODUCED, PUBLISHED OR US IN ANY WAY WIRIOUT THE CONSENT OF THE ENGINEER. 4)COPYRIGHT,.: 3 NOT PUEWED 2 20% it �r 3119 COPIES OF TTiES�rr� S E NOT ,VA LESS EMBOSSED WITH TZ�E SI�NTNG F�jG SEAL Va Lu ,� �' so N ds 04 w d MLi • a �- a N� w vw z TOP OF BOARDWALK z EL. 5.3 � M ail w ift Z Z �M M wo C6 ce N O 0 NJ Z oLL. z. w o ua 3 �a L."a V 4� EX. ROAD • L•8.0 (AGE �-L•I __- ,g.0 �D - -- - _ -- _- - -- - -- - -- - -- - -- - - -- -- - - -- - - � EASEMENT ° � t - -- - - -- -- GRADE - GJ TO DRAIN TRENCH DRAIN - -____` _ = - �__ A ^ = - =__ __- ___ _ _ �_- - -- E CONC. ___ TOP 5.9 - -- - - - - -- - - -- - - - - - - -- - - - -- _ -- INV. 4.0 7.1 -- - - -- -- -- - -- - -- - - - -_ _ - - - - - - - -- - - -- - - - -- - - -- - -- - - -- - - - - - -- - - - -- - - -- AY 6 �� 7.1 7.1 �.. - - -- - - -- -- - - -- - - -- - -- -- >, - - - - - - - -- - -- - -- - E CONC.---- -- -- - - - -- _ - - - - -- _ TRENCH DRAIN -- - -- -- -- - - - --- - - - - -- _-- -- - - -- - - - -- ---- - - - - -- - - -- - - - 1 - NEW 6„ __ -- - - - - -- -- - - - -- _ _ - -- �.i 7.1 PVC - - EW - c 0 N C - . - -- - - - -- - - -- - -- - - - - -- - - -- - -- - - -- - - - - -- -- - - - -- - - - OP 5.9 ____. __ _ _ 7.1 7.1 - --- - -- -- -- -- - -- _ -- - - - - -- - -- -- - - -__ _ NEW FHA INV. 3.97 TRENCH DRAIN 7.1 - -- -- -_ _ -_ 1 - -- _ - -- -- 5.48- : - -- _ -_ - - _ - - -- -- -- - - - - -- - N80° 1 TOP 5.9 TRENCH DRAIN 7.1 5.4 - -- - - _ -_ _ - 5 _ __- INV. 3.95 W TOP 5.9 TRENCH DRAIN - - N 8 O ° p .48 ®,�. 16" PVC ____ _ �_- _�- ------- - - - - -- -- - - - --- - -- ---- - - - - -- - - -- -- _ -_ - -- - -- - - -- - - - - - -- - - - - - INV.3.9 TOP 5.9 3 - - - -- -- -- - -- ----- - - - - -- - - - - -- - _ - -- -- - - - - -- „ PVC I 0 0.2� -- -- - - -- - --- - -- -- - - - - -- -- - - -- - - -- -- - - - - - -- 8 INV. 3.85 � ' 1 - _ - - -. - -- - - -- --- - - - - -- - 6.48 _..._ _..._... 5.4 48 . 5 C 6 PVC , TRENCH DRAIN - - -- __ _ ._. ___.__ . _ __________ - --------- ___ _ 5.48 •• TOP 5.9 SECTION�E -E INV .. - --- _ _ �••.®,-,_s_ 5.48 � . 3. 5.48 g 8 I�2 SCALE. AR Z: 1 " =2' - „� 5.48 3 5 RAID = 2005.00 -X - -,, - -- '_ r Ci �' A r C �p 6j - _ ARC = 3 9.0 0 P 2 G,� jN� -_ _ _ _-- -- - _ __ _ _ 5.4 J.4 99 'CND 38.95'M 39.00'P _ _- - -- _`�e� -�eac - - - _ '� C.B. = S82.49'22 "E P - !- S82'21'46 "E M�`-- _. 4 . -- ° �� 50 w --- -- --___ �. 5 / g --_ ___ ---_ -- - -- 96 - -_ ---- -- -1 g CD - -- N - ---- riS SECTION F -F SCALE: VERT: 1 " =2' HORZ: 1 " =2' I3sue Date: 07/15/03 Rpyisions: Np, Date Description A103/01/04 I PER CITY r i' THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL RE THE PROPERTY pf THE ENGINEER, AND SHALL NOT BE REPRODUCED, PUBLISHED OR US IN ANY WAY WIRIOUT THE CONSENT OF THE ENGINEER. 4)COPYRIGHT,.: 3 NOT PUEWED 2 20% it �r 3119 COPIES OF TTiES�rr� S E NOT ,VA LESS EMBOSSED WITH TZ�E SI�NTNG F�jG SEAL ds F_x. DOCK r Ds TO IC�11�E3 - : N E_ VU r� 23. 0 —NEW RETENTION POND O pRr)pC)(::) _n iQ t=r_c) HA5H I NGTON PALM - 4 X 1" = 4" PAUROT15 PALM - I X I" = I" RAD =_ 188_ >.Mo AE)C _ 60.00'1`' 59.9 -1'Pv1 CHD = 60.00'P 59.91'�'v1 C.E3. = S82 °49'22"E P ,82 °46'27 "E M HA5H I NGTON PALM - 4 X 1" = 4" PAUROT15 PALM - I X I" = I" LIGU5TRUM - 2 X 2" = 4" BUTTONWOOD- 2 X 2" = 4" TOTAL PROP05EO INCHE5 = 13" 5'rMBOL LEGEND =- L L 5T. AUGU5TI NE "FLORATAM" 50D LAND5(f-,AF-"E INSTALLATION NOTES 1) ALL PLANT MATERIALS 5HALL BE FLORIDA #1 OR BETTER A5 GIVEN IN, GRADES AND 5TANDARD5 FOR NURSERY PLANTS, FEBRUARY IcigB EDITION, PUBLISHED BY THE FLORIDA DEPARTMENT CF AGRICULTURE AND GON5UMER 5ERVICE5. 2) LOCATION OF PLANTS ON THE PLAN ARE DIAGRAMMATIC- 5EE THE LANDSCAPE ARCHITECT FOR G2UE5TION5 ON EXACT LOGATION5. THE PLANT MATERIALS L15T 15 PROVIDED FOR THE CONVENIENCE OF THE LAN05GAPE CONTRACTOR; 5HOULD THERE BE ANY 015GREPANGY BETWEEN THE PLANT L15T AND THE PLAN, THE PLAN 5HALL PREVAIL. 3) IT 15 THE LAN05CAPE GONTRAGTOR5 RE5PON51BILITY TO INSURE THAT ALL PLANT BED AREAS HAVE PROPER DRAINAGE FOR OPTIMUM GROWTH OF LAN05GAPE MATERIAL BEFORE IN5TALLATION BEGINS. 4) THE CONTRACTOR 5HALL INSURE THAT ALL PLANTING 15LAND5 AND OTHER AREAS 5HALL BE GLEAN OF TRASH, GON5TF-'UGTION DEBRIS, OR OTHER HASTE MATERIAL5 TO A DEPTH OF 24" PRIOR TO LAN05GAPE IN5TALLATION. 5) ALL PLANT BED5 AND TREE RINGS 5HALL BE TREATED WITH A PRE- EMERGENT HERBIGIOE AND THEN TOP- PRE55EP WITH 3" DEEP PINE BARK NUGGET5. TREE RING5 5HALL BE MINIMUM 24" RADIU5, ALL TREES AND PALMS 5HALL BE 5TAKED. (9) NEW 500 5HALL BE 5T. AU(5U5TINE "FLORATAM" 500 APPROXIMATELY 2,400 5.F. A5 5HOHN ON THE PLAN. CONTRACTOR 5HALL DETERMINE EXACT OUANTITIES IN THE FIELD. pogo 5HALL BE MAINTAINED BY THE CONTRACTOR FROM THE TIME OF INSTALLATION TO E TIME OF FINAL AGGEPTANGE. �)i -'T EES`SHRUBS, AND GROUND COVER 5HALL BE IN5TALLED U51NG THE FOLLOWING PROGEpPRq PPLANT PITS 5HALL BE EXCAVATED TO THIGE THE DIAMETER OF THE PLANT FOOT GALL. ERATE EXI5TING 501L BEFORE BACKFILLING PIT. ADD AGRIFORM FERTILIZER TABLETS TO EACH PLANT PIT, A5 PER THE 5PEGIFIGATION5. IRRIGATION NOTE •-- , /V/ CJ (/. (- lj U P VISIBILITY TRIANGLE FOR 1 SEA WALL C. B. - S'82`4922 1 5 8 921 'E S J ALL LAN05CAPE AREA5 511ALL BE HATERED HITH AN AUTOMATIC, UNDERGROUND IRRIGATION 5Y5TEM, WITH A RAIN CHECK DEV15E CONNECTED TO THE CONTROLLER. AFTER THE 30 -DAY E5TABL15HMENT PERIOD, THE CONTROLLER 5HALL BE 5ET TO OPERATE IN COMPLIANCE P41TH LOCAL HATERING RE5TRIGTION5. SPRAY AND ROTOR HEAD NOZZLES 5HALL BE ADJU5TED TO ELIMINATE OVER SPRAY ONTO PAVED %RFAGE5. IRRIGATION 5HALL PROVIDE 100% COVERAGE AND COMPLY HITH THE GITY OF GLEARHATER CODE. PLANT MATERIAL LIST SYMBOL QUANTITY BOTANICAL NAME GOMMON NAME 5FE01I= I0ATION5 9 2 WR Lk 4 HA5HINGTONIA ROBU5TA M5HIA10TON PALM 2 ® 18', 2 ® 21' GLEAR TRUNK HT5. _ AH I AGOELORRHAPHE HRIGHTII PAUROri3 PALM 12' HT., 7 STEM MINIMUM r q LJ 2 LIGU5TRUM JAPONIGA TREE —FORM LIGU5TRUM �, 7 8' HT X 6' 5PD, 65 GALLON, MULTI -5TEM GE 2 GONOGARPUS EREGTU5 5ERIGEU5 5ILVER 0UT-TONW000 �.9 8' HT X 5' 5PD, 30 GALLON, MULTI -5TEM H5 6 HI1315GUS R05A 51NEN515 H015GCA5 BEMINOLE PINK' 24' HT X 24' 5PD, 3 GALLON PA 6 PLUMBAGO AURIGULATA PLUMBft0 24" HT X 24" 5PD, 3 GALLON GI 30 GHRY50BALANU5 IGAGO COCOPLUM 24" HT X 24" 5PD, 3 GALLON GM 50 GAR155A MAGROGARPA EMERALD BLANKET' 12" HT X 15" 5PD, 3 GALLON LT 80 LANTANA MONTEVIDEN515 PURPLE TRAILING LANTANA 10" HT X IO" 5PD, I GALLON LG 50 LANTANA CAMARA 'GOLD 140UNO' 10" HT X 10" 5PD, I GALLON 5R 10 5YAGRUS ROMANZOFFIA OUEEN PAL M5 16- 18' HEIGHT B +B (!E)o` A w . c.,GA .-rx j TO 10 TRIP5AGUM DAGTYLOIDE5 FAKAHliTCHEE GRA55 3 GAL., f8 "x18" FP 82 FICUS PUMILA CREEPING FIG 24" O.G., I GALLON, IT SPREAD L 0 TRAILING \ LAN] MA V l R Y AW . - cc - -1 - • lfI'Y a /.� HAD 2005.00 PV — 40 __ _ �i4 SOD CONC.WALK - �1 ,. M 1 Cl iD = ���.95'��9 59.00 P R -- _ _�__ 50 -._ �1 6i ,�,c��, I? - -- - -- - 15 se, -- -1 -- - — . _ Li - - �� �3 2. "�4 E� -2 � E 1' � �„ �. - -- __ - 40 _ _ - fir, ; - -- - --__ _ GM - __ - - -- -_ _- � _ CUR � d F iRlA�l'f RAfEIC BY A MINIM ► ►� "ICUTArR OR PEOES / VV _ Y TR /,q _- - - - - -fit iNCH HIGH CURBING ORWNEEI. S1® WOAD NGLE FOF� - _3. ,� �a g EN stRE�t PAVEN4EN E� - - -- _- __ TYP Y // AFB - /C, - -- ?.,_�� AII.AREA3 - - - - - - -- ' PARb.'N.,.]�G, ALOY i0 �� � � M L ro to no ri mn F3 D ---- to £A /7 IT to Rf ay rl - - --- - - - - -- -- -- - - - - -_ — __ _EXIST. CURB rd SILVER BUTTONWOOD IEgQNSI,QK S 1N S�C1FS, 54�� q�ANN1NC� ptiS�GN��N R�NpERS� r� �° pIREC�OR roperly instalie'i ® landscape�� nius# be p C p xnGpectioti�. I,LL to er app a roved plan lrracr 1e nian,l��torY' p l�einapection ices 6.5' SECTION A -A N.T.S. COCOPLUM NEW 6" CONC. ' CURB 3.5' 1 I� CONC.WALK • a II I JAN 16 2 CLI} X. FHA 0 - K oe%# I Ivim Dmo N.T.S. NES Comm.: 0234 Drawn By: I.B. Checked By: t1.G. Issue Date: 07/15103 Revisions: No. Date Description AK)1/15/04 Z\ A DSCAPE PLAN k ; DVED AS NOTED Date. 04 A--b z CL 0 N Lu Lu _ > > �a w © ' f'') CL II.— LL. �Wf > :�:.� ' t ) ^ 2 � F— CO N .Ll W r_ z ui (O W fr m tV° v-- J J P V - THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER, AND SHALL NOT BE REPRODUCED, PUBLISHED USED IN ANY WAY WITHOUT THE CONSENT OF THE ENGINEER. IGHi 2003 NOT PUBLISHED AN 16.2 COPIES OF THESE P S ARE NOT VALID UN'. 1 �110 EMBOSSED WITH TH SIGNING ENGINEER'S $ti2943 , D =- L L ARC; = 6 6!).88- H3 :t � �> C CHD == 6 6 >.8)8'[D 6.5 ALL LAN05CAPE AREA5 511ALL BE HATERED HITH AN AUTOMATIC, UNDERGROUND IRRIGATION 5Y5TEM, WITH A RAIN CHECK DEV15E CONNECTED TO THE CONTROLLER. AFTER THE 30 -DAY E5TABL15HMENT PERIOD, THE CONTROLLER 5HALL BE 5ET TO OPERATE IN COMPLIANCE P41TH LOCAL HATERING RE5TRIGTION5. SPRAY AND ROTOR HEAD NOZZLES 5HALL BE ADJU5TED TO ELIMINATE OVER SPRAY ONTO PAVED %RFAGE5. IRRIGATION 5HALL PROVIDE 100% COVERAGE AND COMPLY HITH THE GITY OF GLEARHATER CODE. PLANT MATERIAL LIST SYMBOL QUANTITY BOTANICAL NAME GOMMON NAME 5FE01I= I0ATION5 9 2 WR Lk 4 HA5HINGTONIA ROBU5TA M5HIA10TON PALM 2 ® 18', 2 ® 21' GLEAR TRUNK HT5. _ AH I AGOELORRHAPHE HRIGHTII PAUROri3 PALM 12' HT., 7 STEM MINIMUM r q LJ 2 LIGU5TRUM JAPONIGA TREE —FORM LIGU5TRUM �, 7 8' HT X 6' 5PD, 65 GALLON, MULTI -5TEM GE 2 GONOGARPUS EREGTU5 5ERIGEU5 5ILVER 0UT-TONW000 �.9 8' HT X 5' 5PD, 30 GALLON, MULTI -5TEM H5 6 HI1315GUS R05A 51NEN515 H015GCA5 BEMINOLE PINK' 24' HT X 24' 5PD, 3 GALLON PA 6 PLUMBAGO AURIGULATA PLUMBft0 24" HT X 24" 5PD, 3 GALLON GI 30 GHRY50BALANU5 IGAGO COCOPLUM 24" HT X 24" 5PD, 3 GALLON GM 50 GAR155A MAGROGARPA EMERALD BLANKET' 12" HT X 15" 5PD, 3 GALLON LT 80 LANTANA MONTEVIDEN515 PURPLE TRAILING LANTANA 10" HT X IO" 5PD, I GALLON LG 50 LANTANA CAMARA 'GOLD 140UNO' 10" HT X 10" 5PD, I GALLON 5R 10 5YAGRUS ROMANZOFFIA OUEEN PAL M5 16- 18' HEIGHT B +B (!E)o` A w . c.,GA .-rx j TO 10 TRIP5AGUM DAGTYLOIDE5 FAKAHliTCHEE GRA55 3 GAL., f8 "x18" FP 82 FICUS PUMILA CREEPING FIG 24" O.G., I GALLON, IT SPREAD L 0 TRAILING \ LAN] MA V l R Y AW . - cc - -1 - • lfI'Y a /.� HAD 2005.00 PV — 40 __ _ �i4 SOD CONC.WALK - �1 ,. M 1 Cl iD = ���.95'��9 59.00 P R -- _ _�__ 50 -._ �1 6i ,�,c��, I? - -- - -- - 15 se, -- -1 -- - — . _ Li - - �� �3 2. "�4 E� -2 � E 1' � �„ �. - -- __ - 40 _ _ - fir, ; - -- - --__ _ GM - __ - - -- -_ _- � _ CUR � d F iRlA�l'f RAfEIC BY A MINIM ► ►� "ICUTArR OR PEOES / VV _ Y TR /,q _- - - - - -fit iNCH HIGH CURBING ORWNEEI. S1® WOAD NGLE FOF� - _3. ,� �a g EN stRE�t PAVEN4EN E� - - -- _- __ TYP Y // AFB - /C, - -- ?.,_�� AII.AREA3 - - - - - - -- ' PARb.'N.,.]�G, ALOY i0 �� � � M L ro to no ri mn F3 D ---- to £A /7 IT to Rf ay rl - - --- - - - - -- -- -- - - - - -_ — __ _EXIST. CURB rd SILVER BUTTONWOOD IEgQNSI,QK S 1N S�C1FS, 54�� q�ANN1NC� ptiS�GN��N R�NpERS� r� �° pIREC�OR roperly instalie'i ® landscape�� nius# be p C p xnGpectioti�. I,LL to er app a roved plan lrracr 1e nian,l��torY' p l�einapection ices 6.5' SECTION A -A N.T.S. COCOPLUM NEW 6" CONC. ' CURB 3.5' 1 I� CONC.WALK • a II I JAN 16 2 CLI} X. FHA 0 - K oe%# I Ivim Dmo N.T.S. NES Comm.: 0234 Drawn By: I.B. Checked By: t1.G. Issue Date: 07/15103 Revisions: No. Date Description AK)1/15/04 Z\ A DSCAPE PLAN k ; DVED AS NOTED Date. 04 A--b z CL 0 N Lu Lu _ > > �a w © ' f'') CL II.— LL. �Wf > :�:.� ' t ) ^ 2 � F— CO N .Ll W r_ z ui (O W fr m tV° v-- J J P V - THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER, AND SHALL NOT BE REPRODUCED, PUBLISHED USED IN ANY WAY WITHOUT THE CONSENT OF THE ENGINEER. IGHi 2003 NOT PUBLISHED AN 16.2 COPIES OF THESE P S ARE NOT VALID UN'. 1 �110 EMBOSSED WITH TH SIGNING ENGINEER'S $ti2943 , L 0 TRAILING \ LAN] MA V l R Y AW . - cc - -1 - • lfI'Y a /.� HAD 2005.00 PV — 40 __ _ �i4 SOD CONC.WALK - �1 ,. M 1 Cl iD = ���.95'��9 59.00 P R -- _ _�__ 50 -._ �1 6i ,�,c��, I? - -- - -- - 15 se, -- -1 -- - — . _ Li - - �� �3 2. "�4 E� -2 � E 1' � �„ �. - -- __ - 40 _ _ - fir, ; - -- - --__ _ GM - __ - - -- -_ _- � _ CUR � d F iRlA�l'f RAfEIC BY A MINIM ► ►� "ICUTArR OR PEOES / VV _ Y TR /,q _- - - - - -fit iNCH HIGH CURBING ORWNEEI. S1® WOAD NGLE FOF� - _3. ,� �a g EN stRE�t PAVEN4EN E� - - -- _- __ TYP Y // AFB - /C, - -- ?.,_�� AII.AREA3 - - - - - - -- ' PARb.'N.,.]�G, ALOY i0 �� � � M L ro to no ri mn F3 D ---- to £A /7 IT to Rf ay rl - - --- - - - - -- -- -- - - - - -_ — __ _EXIST. CURB rd SILVER BUTTONWOOD IEgQNSI,QK S 1N S�C1FS, 54�� q�ANN1NC� ptiS�GN��N R�NpERS� r� �° pIREC�OR roperly instalie'i ® landscape�� nius# be p C p xnGpectioti�. I,LL to er app a roved plan lrracr 1e nian,l��torY' p l�einapection ices 6.5' SECTION A -A N.T.S. COCOPLUM NEW 6" CONC. ' CURB 3.5' 1 I� CONC.WALK • a II I JAN 16 2 CLI} X. FHA 0 - K oe%# I Ivim Dmo N.T.S. NES Comm.: 0234 Drawn By: I.B. Checked By: t1.G. Issue Date: 07/15103 Revisions: No. Date Description AK)1/15/04 Z\ A DSCAPE PLAN k ; DVED AS NOTED Date. 04 A--b z CL 0 N Lu Lu _ > > �a w © ' f'') CL II.— LL. �Wf > :�:.� ' t ) ^ 2 � F— CO N .Ll W r_ z ui (O W fr m tV° v-- J J P V - THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER, AND SHALL NOT BE REPRODUCED, PUBLISHED USED IN ANY WAY WITHOUT THE CONSENT OF THE ENGINEER. IGHi 2003 NOT PUBLISHED AN 16.2 COPIES OF THESE P S ARE NOT VALID UN'. 1 �110 EMBOSSED WITH TH SIGNING ENGINEER'S $ti2943 , A DSCAPE PLAN k ; DVED AS NOTED Date. 04 A--b z CL 0 N Lu Lu _ > > �a w © ' f'') CL II.— LL. �Wf > :�:.� ' t ) ^ 2 � F— CO N .Ll W r_ z ui (O W fr m tV° v-- J J P V - THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER, AND SHALL NOT BE REPRODUCED, PUBLISHED USED IN ANY WAY WITHOUT THE CONSENT OF THE ENGINEER. IGHi 2003 NOT PUBLISHED AN 16.2 COPIES OF THESE P S ARE NOT VALID UN'. 1 �110 EMBOSSED WITH TH SIGNING ENGINEER'S $ti2943 , THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER, AND SHALL NOT BE REPRODUCED, PUBLISHED USED IN ANY WAY WITHOUT THE CONSENT OF THE ENGINEER. IGHi 2003 NOT PUBLISHED AN 16.2 COPIES OF THESE P S ARE NOT VALID UN'. 1 �110 EMBOSSED WITH TH SIGNING ENGINEER'S $ti2943 ,