Loading...
15 AVALON STl i ^r SECFI'ION 8 • FI'O`VNSHIP 29 S0UrlIII RANGE 15 EASFI' PINELLAS CO UNrty, FLORIDA f 4Vf1LON STREET ��� f �.,w a.�:= •�>.,ff .r;.:,..:� ASPHALT ti p6 ryry y h�a 00 +6by +6h 6+ + + h + h 3 + 06 + 0 a o = A h C a h 'o �,. � 6. �6 . ti 1' <� � a� FIR ti h h ti O 0 MASONRY ` ba h0 h yti b0h h' �b O y eF �° 1° ,o N h• A WALL h'.a LB 4493 0� 660, ti y a O a00 �,• 9 00 h 0 y0 N i,. �'\° Oh ci r b• b'1 X10 � 'L h• S `L g' <� '1. 1. �. �i EDGE OF PAVEMENT,*' � 901?000 D ST + TIw.00 b� rO S CIR RIGHT- -WAY hh' CONC a b� F� � N &D CONC FNO 4's 0 0 y y �ti 6 (��• 0 r q � ti g. g h � H 44 � - 0.42' EP 'ROACNMEN T LB 3889 12 b6ti a0 SCIR b h ,raas CONC __ - - 6' 6 1 + + �h o o ti !6. oh 5 9 �° PARKCG PARKIN 6 0 �1 6b ,d 20.7, - 6. 3' WOOD �' ^ ° � o 0 6 Rr ti ti ry 20.3' 06 8' by,L O,yO 10 y. huh_- h' AoSPHALT ` CO C R O•' ��'' FENC 0 ^.6. 6•'1• 0.� �•ry 'try ^1.01• % F.F.�8.68' 6 6 ONCI 2.18' �a o^ A A ! 1 N 0 DRI 'E )' 0.4 WIDE- , -. - ` CONC 0 A lEP$ N y 1� ` ✓��� ^1y y1 1 ' )i 20.3' \ STEPS MASONRY i WAL t i� �'0 N AA4� A ^> F.f.�9.11' OHC 6y6? a h �,• 16 3' WOOD ,11`1 �i► '\• 6' 6 5.36' -- 1 -STORY g 6.0' 28. y FENCE �� y yA 0° OHC WOOD A0 A00 A•90 CONC �oll 1 - STORY � FRAME 6 2 -STORY 15.17' '- PORCH o CONC 06 A• A• STEPS FRAME ,P,,P 6 6 BLDG W MASONRY a`Ory / H000 y06-y6p0 6° 6 \� �1 25.7' tit CONC , ` °,� 09 �'d' BLDG 6' 6' w #2 1' 6 0' 6" 1 1; ., BLDG. + 1;P . ti STEPS OHC 0 0 0' 1 `fJ �, Ob t -STORY U #25 3 { 29 a 0 y COtiF.RED gA �`' v # + + h yy �� h F.F. -8.75, 16.83'- 1o. s' EN!RY �' TILE A' + FRAME , Y 'ry�yN BLOCK J v f.fr8.1T c� COVERED STEPS OHC ro DUPLEX N F.F.a8.34' r 2 -STORY WALL , GATE + 1 -STORY FRAME o_ OHIO MASONRY 3' CLF h h 5.20'- _ 3 Z - 666 20. ' - 2.15' 6.05 - .-- 3.30 13.8' ASPHALT C) o 2p.2' c� � BLDG. _ 10.5' BLDG. a 4.73' -- by � 0 .J ' °�• - 0• 0' 0� I CONC z �h� (�15 16.74'- 6' V7000 b #17 1 COVERED C ^ ". r 6' STEPS b60 O 0 H00(�- FENCE ri �.T OHC CONC F.F. -9.90' STEPS / OO + 1 y ° y [ STEPS _ TOR'( �� _ bb 6y ^ti +� °�� �5O CK h`' by CONC7y 0.54' ENCOA HM FN &3889 y, y.° yti h6 �ry 1 S 6 6 A 1 -STORY 20.4' lh 6 6��% CONC 6' 6' 6'- NT H LB + + h' hti FRAME 6 y, W UD �� FRAME .6 E R I STEPS _.. -0.53' ENCROACHM s. D ,K A DUPLEX 6. ONC`. 6o FR MF BLOCK y. 28.6' A b21 _ ¢�y }6' SI DI � \ WALL 15.32' `�- - } p ALUMINUM 1J CO �• 6'61 BLOCK \ n/ SHED - y h PATIO ON N t2.2' 4' CLF y `� °' � A h' DNC ON WOOD Aa 11, Ao6 0 61� 66 6a WDDD �6 +; n, Lj U WOOD 1,0 20.4 h 6 + 6 ri L x'N 0� STAIRS 06 1' Aye A Any +° r dA ONRY _ > 00 BLDG. Al- o) ' to f .0 y1 RUCTURE OU +-b O 4J ^, 6 WOOD - �- 5' CLF XI �� 10.1' + iv 13.7' + Oa <0 h l A , h °� o d FENCE BLOCK 0 Il .O �� 1 IASONRY \� r . WALL h O + + h CJ + h� 1 -STORY ,a oC 0 Y FRAME 20.2' 1• BLDG ��� v a h 3.4' - 16 b 0 - Q 1(° CONC 2 6 ~ �+ � SCIR � ,4. - - 1 + - - -- - - -- - - - _ 4.T .00 w r I 0.74' ENCROA 'HMENTV h ♦- x f - 21.23 1t.s ,mot N 6' Z C) = 0.35' n 4' CLF co BLDG. +any 1 -STORY o �l ,t- o rn r N MASONRY ° o L 4' CLF N o "� "i ci ya 4y 0 g - �_ _a O CONC ELEVATED 6' CLF Q '' 0,01' STEPS ON MASONRY O +6 + b� 0` \ ha 5' CLF WOOD A/C COVERED - -� t CONC PAD wAt�L / \ STEPS W LO 6 8 i STAIRS `�y Z cN O y6 ry I O+16• h 2- STORY' I ASPHALT F MASONRY 16 0. + b0 +0 C�I l l I c rJ q� In „^ „ rj' DE rA IL b 0- A tit \ \ 60 +I' i F.F. =5.91' X, 41 a a a iti C c:ti - - - h� Z GP.IE O I 6a STAIRS I X - yb aa^ aaa �° by 24.1' -. - .-- -4.77' ap aSCIR tybH pP3'W y�y -�- - - - RIGHT-OF -HAY + a�1 aya b° IV90m'00'W 50.00 � y \k EDGE OF PAVEMENT �°� `Cn �i� ti6 I O ti In a b60 0 ya0 bpb b � ay6 a k a' OI 0 O by 00 f OpL O!yb +a +Oa + KENDALL STREET ASPHALT RIGHT -OF- AAY �,OTES: 1 TYPE OF SURVEY: BOUNDARY AND TOPOGRAPHIC SURVEY 2 LAST DATE OF SURVEY: JULY 14, 2004. SURVEY CREW: ROB ROERS and DAN LANG TO HE NATIONAL 4, ELEVATIONS SHOWN HEREON ARE IN FEET AND REFER GEODETIC VERTICAL DATUM OF 1929 (N.G.V.D.). 1 5 REFERENCE BENCHMARK IS A CITY OF CLEARWATER BENCHMARK, DESIGNATED '1 -02', STAMPED: FL DNR 15- 93 -DA -09 LOCATED AT THE WEST END OF BOHEMIA CIRCLE S. AND THE INTERSECTION OF ELDORADO AVENUE ON SEAWALL. ELEVATION = 4.905' (NAVD '88) REFERENCE BENCHMARK: IS A CITY OF CLEARWATER BENCHMARK, DESIGNATED 'H -02', STAMPED: STANDARD CITY OF CLEARV�ATER DISK LOCATED AT THE WEST END OF ROCKAWAY STREET IN THE NORTH BEACH PARKING LOT LOT AT THE SOUTH END OF A CONCRETE PARKING ISLAND! ELEVATION = 5.156' (NAVD '88) 6. THE LOCATION NIITOED TO THE ABOVE GROUND IEVIDENCEIOFS IMPROVEMENTS IMPROVEMENTS, HAS BEE O EMENTS, EXCEPT AS SHOWN OTHERWISE. 7. BASIS OF BEARINGS: THE SOUTH RIGHT -OF -WAY LINE OF AVALON STREET WAS ASSUMED TO BEAR EAST. 13. NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. I NO INSTRUMENTS OF RECORD REFLECTING ING EASEMENTS, FIGHT OF WAY AND /OR OWNERSHIP 1,`'ERE FURNISHED TO rilS SUI rFYO 10. THIS SURVEY DOES NOT REFLECT NOR DETERMINE ON NERISHIP. 11. ALL MEASUREMENTS, DISTANCES, ELEVATIONS AND FEATUiFES SHOWN WERE PERFORMED IN STRICT ACCORDANCE WITH THE MINIMUM TECHNICAL STAN i ARDS SET FORTH IN CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE. 12. USE OF THIS SURVEY BY ANYONE OTHER THAN THOSE PREPARED FOR WILL BE THE RE -USERS SOLE RISK WITHOUT LIABILITY TO THE SURVEYOR. 13. THERE MAY BE ITEMS DRAWN OUT OF SCALE TO GRAPHICALLY SHOW THEIR LOCATION. 14. ONLY TREES FOUR (4) INCHES AND LARGER DIAMETER AT BREAST HEIGHT (DBH), WERE i•OCATED AND SHOWN ON MAP OF SURVEY. S1 L8 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 5 LS GRAPHIC; SCALE 10 0 5 10 ( IN FEET ) I inch = 10 ft. I C -I- 0 r O ti CONC W `° C SCIR RI( -I T - -OF -VIA Y C ANT PLANTEI ;'` / PLNTR rotK ray' 20.7' /l - 2.18 L . =8.68' ONC ®. TEPS 6' -- _STORY ao r RY FRAME � -STORE E �o�� - �`'�' BLDG, �� 2 �Y °� MAS � JF z R 41- Q F #2 2 0.7' - - - - -n - - -- 1 f CONC STEPS CONC r. 8.3' r ��? - 1- 0.54'.E ;,IMOACHMEN_ 0. J .� E �o F R. M E ----- - - - - -- F3 L r r. IN P-OD LJ I ` D i I , } MASONRY > C BLDG. `':TRUCTURE 0- } 1 BLOCK 3. I' X WALL LEGAL DESCRIPTION: Lots 6,7,8, and 14, Block 7, Revised Map of CLEARWATER BEACH as recorded in Plat Book 11, page 5 \ public records of Pinellas County, Florida. + i SCIR A, 0.74' ENCR,)A.CHMEN - BLD( `L , r 0 ,. 4 o n x \ �J s S -TAIL a LEGEND J TRAFFIC SIGNAL ACCESS BOX 1` N o S C A L E OAK TREE Uco CLEANOUT }} cor GAS METER Q11, PINE TREE ID GAS VALVE t1, PALM TREE O SANITARY MANHOLE []11 OTTTER TREE (AS LABELED) © GREASE -TRAP MANHOLE 0 BUSH OE ELECTRIC MANHOLE FND SCIR FOUND SET 1/2' CAPPED IRUN ROD "LB 4513' D STORM MANHOLE FIR FOUND IRON ROD (SIZE N07ED) ® HATER VALVE FCIR FOUND CAPPED IRON ROD (SIZE NOTED) ® RECLAIMED WATER VALVE FRR FOUND RAILROAD SPIKE 2 WATER METER BOX PK PARKER KAYLON NAIL FOUND CONCRETE MONUMENT (SIZE NOTED) in RECLAIMED WATER METER BOX FCM FOP FOUND OPEN -ENDED IRON PIPE (SIZE NOTED) Cv C4 RRIGATGN CONTROL VALVE FPP FOUND PINCHED -TOP IRON PIPE (SIZE NOTED) r, FIRE HYDRANT FNAco FOUND NAIL & BRASS DISK O 0, d `u SN &D SET NAIL IN BRASS DISC LB 4513" 0 LIGHT POLE PLS PROFESSIONAL LAND SURVEYOR 0 y000 UTILITY POLE LB LAND SURVEYNG BUSINESS 0 CONC UTILITY POLE P D PLAT DESCRIPTION U TELEPHONE BOX F FIELD MEASURED O CABLE TV BOX O R. OFFICIAL RECORDS (BOOK) SIGN PG PB PAGE PLAT BOOK SPRINKLER HEAD CP CALCULATED FROM PLAT CALLS o ROOF DRAIN CF CALCULAT-ED FROM PELD SURVEY GUY GUIDE HIRE POB POO POINT OF BEGINNING POINT OF COMMENCEMENT R / H RIGHT -OF -WAY P.U. PUBLIC UTILITIES EASEMENT Z CENTERLINE D E. DRAINAGE EASEMENT E/P EDGE OF PAVEMENT MH MANHOLE BOC BACK OF CURB EL. ELEVATION HAY HIGHWAY INV NVERT BLVD BOULEVARD T.O.P. TOP OF PIPE CONC CONCRETE UG UNDERGROUND ASPH ASPHALT U D. UNOEP,ORAIN EM ELECTRIC METER M.E S. MITERED END SECTION CLF CHAIN LINK FENCE F E S. RCP FLARED END SECTION REINFORCED CONCRETE PIPE BWF BARBED HIRE FENCE FRCP ELLIPTICAL REINFORCED CONCRETE PIPE WPF WOOD PLANK FENCE CMP CORRUGATED METAL PIPE A/C AIR CONDITIONER DIP DUCTILE IRON PIPE R. R. RAILROAD PVC POLYVINYLCHLORIOE PIPE TOB TOP OF BANK GTE GENERAL TELEPHONE AND ELECIRUN CS TOS TOE OF SLOPE TELE. OH IV TELEPHONE O'vE EAD ELECTRIC, CABLE TELEVISION NO. F. F. NUMBER FINISH FLOOR ANp OR TELEPHONE SERVICE L1NE(S) DIA. DIAMETER F.O,C. FIBER -OPTIC CABLE �,OTES: 1 TYPE OF SURVEY: BOUNDARY AND TOPOGRAPHIC SURVEY 2 LAST DATE OF SURVEY: JULY 14, 2004. SURVEY CREW: ROB ROERS and DAN LANG TO HE NATIONAL 4, ELEVATIONS SHOWN HEREON ARE IN FEET AND REFER GEODETIC VERTICAL DATUM OF 1929 (N.G.V.D.). 1 5 REFERENCE BENCHMARK IS A CITY OF CLEARWATER BENCHMARK, DESIGNATED '1 -02', STAMPED: FL DNR 15- 93 -DA -09 LOCATED AT THE WEST END OF BOHEMIA CIRCLE S. AND THE INTERSECTION OF ELDORADO AVENUE ON SEAWALL. ELEVATION = 4.905' (NAVD '88) REFERENCE BENCHMARK: IS A CITY OF CLEARWATER BENCHMARK, DESIGNATED 'H -02', STAMPED: STANDARD CITY OF CLEARV�ATER DISK LOCATED AT THE WEST END OF ROCKAWAY STREET IN THE NORTH BEACH PARKING LOT LOT AT THE SOUTH END OF A CONCRETE PARKING ISLAND! ELEVATION = 5.156' (NAVD '88) 6. THE LOCATION NIITOED TO THE ABOVE GROUND IEVIDENCEIOFS IMPROVEMENTS IMPROVEMENTS, HAS BEE O EMENTS, EXCEPT AS SHOWN OTHERWISE. 7. BASIS OF BEARINGS: THE SOUTH RIGHT -OF -WAY LINE OF AVALON STREET WAS ASSUMED TO BEAR EAST. 13. NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. I NO INSTRUMENTS OF RECORD REFLECTING ING EASEMENTS, FIGHT OF WAY AND /OR OWNERSHIP 1,`'ERE FURNISHED TO rilS SUI rFYO 10. THIS SURVEY DOES NOT REFLECT NOR DETERMINE ON NERISHIP. 11. ALL MEASUREMENTS, DISTANCES, ELEVATIONS AND FEATUiFES SHOWN WERE PERFORMED IN STRICT ACCORDANCE WITH THE MINIMUM TECHNICAL STAN i ARDS SET FORTH IN CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE. 12. USE OF THIS SURVEY BY ANYONE OTHER THAN THOSE PREPARED FOR WILL BE THE RE -USERS SOLE RISK WITHOUT LIABILITY TO THE SURVEYOR. 13. THERE MAY BE ITEMS DRAWN OUT OF SCALE TO GRAPHICALLY SHOW THEIR LOCATION. 14. ONLY TREES FOUR (4) INCHES AND LARGER DIAMETER AT BREAST HEIGHT (DBH), WERE i•OCATED AND SHOWN ON MAP OF SURVEY. S1 L8 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 5 LS GRAPHIC; SCALE 10 0 5 10 ( IN FEET ) I inch = 10 ft. I C -I- 0 r O ti CONC W `° C SCIR RI( -I T - -OF -VIA Y C ANT PLANTEI ;'` / PLNTR rotK ray' 20.7' /l - 2.18 L . =8.68' ONC ®. TEPS 6' -- _STORY ao r RY FRAME � -STORE E �o�� - �`'�' BLDG, �� 2 �Y °� MAS � JF z R 41- Q F #2 2 0.7' - - - - -n - - -- 1 f CONC STEPS CONC r. 8.3' r ��? - 1- 0.54'.E ;,IMOACHMEN_ 0. J .� E �o F R. M E ----- - - - - -- F3 L r r. IN P-OD LJ I ` D i I , } MASONRY > C BLDG. `':TRUCTURE 0- } 1 BLOCK 3. I' X WALL LEGAL DESCRIPTION: Lots 6,7,8, and 14, Block 7, Revised Map of CLEARWATER BEACH as recorded in Plat Book 11, page 5 \ public records of Pinellas County, Florida. + i SCIR A, 0.74' ENCR,)A.CHMEN - BLD( `L , r 0 ,. 4 o n x \ �J s S -TAIL a N 0 ('ti �' lL i} z N �o lQ Y L (0 V/ 0 X I 84.E � s\ 0 co _j g z w r e� zz 0. Q 1 1, °W F }} cor it Ih of -vt� LJ OV1U vi ? I M . y u N O '•� IL O I 'A ` viz ¢F- 3 F 1 UVO�cn Uj U x � L4 Nmj�pi o , Z?0o` V, 4) z h .r � ` 1h Q !n W Q tp N: ?- 4- , OJT¢/ rPa`l C 0 T EN<Lpp 0 A_ U `u 4- U `u � C EL•- V + Q J Q 00 n 0 n � gay V O 0 t �0 O C D U. � 00 0� 0 O w �- o O 1 Z.v ° C N 0 ('ti �' lL i} z N �o lQ Y L (0 V/ 0 X I 84.E � s\ 0 co _j g z w r e� zz 0. Q 1 1, C) > . f�..,. w JCD, °' U1 w J (� J W 00 (� LL_ J O O V r� V1 °W cor it Ih of -vt� LJ OV1U vi ? I M . y u F _JOa� jaoua.< , I 'A ` viz ¢F- 3 F 1 UVO�cn Uj U x � L4 Nmj�pi Z?0o` V, 4) z h .r � ` 1h Q !n W Q tp N: ?- OJT¢/ rPa`l � T EN<Lpp }��// Z � C EL•- V + Q J Q 00 T � >- gay V O 0 t �0 0. w r ��f.. 0� 0 C) > . f�..,. w JCD, °' U1 w J (� J W 00 (� LL_ J O O V r� V1 a 1 f 0 z O I � co 0 a U I c 0 a aAr = 9 � U r UD 0 c rn .N a. 0 0 Q a N O LO 0 0 N u; 0 Cn Q v tn a a 0 U 0 Q LO 0 m w �i N �O a 'e 'a N co O c 0 w t6 0 Q7.69 5.40 1 1 I \ �i ^ INV.R( )0 1 I (S I ON S L' 1 N INV° t7.9(EdcN� �o ti h �`' EX.4 Y4 a \ y ASPHALT a INV 0.39(W W, r w a A� w r r. w a w w i r w r r� .- w. w r r r w s s w r r w r w w. w r r . w. r r. s _ w h� w r r INV. 1.79((E) off ° °a 9 ^�ti ^ o� \ �i ,y� INV. 2.84(IVW}} �, WW g� 9 yti 1 gh I h1 W �`� 1 0 o� ti� �0 9 �� �'M `�� o° b•0 lNV. 2.99(SIN) b•� o �° b�ti hry koq, EX w6" W. �' �,' I y.� y. W gg 9 6' . bb yW h� �ti 5 h oONC W"3° 1 W� EDGE OFWPAVEMENT W� W1 r r w w w w w w ifi w w w r w r�� iD w w w r w? w�Q w1� r 1 w w w r w .�lr w w r r w w ` w r w w r a� wb• �• 4j. 1 �'L S g W __.��. /w bh y� ��' '6°' . CONC" h� A� 6 , -s- — t'� ' .Rt T `Q�� YPAY -; h� '• _ -" �' ': ':. X12,' :: y , ;: I �' 6 !�' �.tyl —_ --- y - - - -- +� W. h• 1 h _ ' 1 _ . ' EX. STORM y — o 2 ' / / COI�C' �o ' '' ..A-•b`lw. _ .y -;,n �, r � LL_ p' GRATE 4.2 yry eti y' `� -: � 'DRI 0 a4' r� . _ • .� T �,L.. � 9• ..� L I INV. 1.2 • LL L LLL g W 5 - ' LLL -'µ' _L+!EL_ L ' 7 LL L I I_ I. ` Building Line per plot `g : .� LLL Y21' A °' tt LLI I I _L LLt1 -SORY_ Building Line per plat (scaled from plat) 1 LLI!LL L ' CONC 1 �?' J 4: •� g `: 14 ! (,�{,� y6 (scaled from plot) ' Ex te' PIPE � y L '1:1- STORY_ L t FRAME - -%= ' " $ o il' LL LL.� 7 �' I ,, '� .. �L 3 I` } LkFRAME t BLDG. - 2 -STORY �:. W h o9 oy - ,y,;y L-t�LLL _ X06LI_IgLLL1� _ '�= 'L m• I. L 27 W LLL LLLLLL _���j_� L,L- LLLLLL ' ;�'' L BAG' _ L LLL MASONRY '� i h' .� ;. I{ �t �,, 1 -ST Y- 25 _ BLDG. y. I IE_4917W LLLLLL _ Lti'I'�L L_L.L II '. "��.: - -• - "rir;��''`., L FRAME _1 � L� R L 3 LL �. 29 I LLLLLL LL _LIF, LLL a L I"� _ 3 LL(� f LLJL_L 2- STORY- L-�-L I LL ' -L DUPLEX _W { „_ L_Ll1 LI 11_ iL g i Lt FRAME _LL l_L _LLLL.L� -STORY 3 LL� :• L #23 _J -- I L_ LLLL I LLFt�FL� 4 t: I ASPHALT ••�:._ ?' :. - LLLMASONRYL LL �_ LLLLL� L !_ L W -t BAG• LLL r L BLDG• L LLLL L � �'. LLL LLL Lt� �: L � L ,.:• z LL ,15 L :.�•' 17 LLLL LL LL ( LLLL J,.L �� ��`LLLLL L LL LL ►�' -� e L LLLL L :' ., :.: . ; `..:.• $t LLLL L L L LL _L _. �• .� h° _ LL LL L y. =` ".� C....,:i-, �,i�L FiFt�L L LLL ,, ski 6� y `' rti yy '� LLLLLLL 'g,..t:. 1 4� ��ti I�. Ll _ _L LLLL _ �` ^�" ` 1 'I 1 LLLLLLL L \ I IrLl1 STORY_l� 1, 6.,� 6h a -,zo CONef,S :1 `�� ' LLLLLL�LL L 6 7 FRAME I coNC ° 6. y�6 J I o' 1 C DUPLEX I9 y. 4 :1: sT J$ I :,� g I Ll 21,Y( FRAME BLOCK . : _ _ 1 6 �`' Bum 6 -SHED �` �:{a y L L DE L L LL�.I l_ I .. • ` - : 6• �/ WALL ON y� �h h 20 / I O / [_LLLLLLL ` h LL LLL �p� n �� �06(� o`� o� L .- J �` bk� WOOD 6 /j /,J %' LLLLLLL ob 3 ,�LLLLL.L y� r/ 6 MAST RY of Z 1 N ti i, �;� / LLLLLLL I 9 y1 L L LLL +,9 �o sTRUC�JRYE p ,y �Gj �? �,� °y� h R' /; f /f %� r LLLLLLL L ;[ L I 7 ,� ' 5 o U BLDG, e� I l✓ %i / /,%; io°I I I I f L LL "L x A`11^5� v ,, t1- STORY_L I 6 LLL I ' t. r•; LI FRAME _ / 1 t� LLL _ 3 .L� BLOCK > i r, CONC 6 ,- i 1 /;';,'�,�i —4' CLF ^C J tar f ElEVA i S M / / /Iy _ L LLLLL, C� , LWOW A y� CL /� // LLL1- STORY_ s�Eps �4' CLFSIM pAp *o _ I Q W �W 5W �� J �� _LLl_ ANSI II I I 5 BLDG. h Wg �. ' /, �� ; _' LLLLLLLLL s' CLF W g• < L LL 5` CLF' ON MASONRY i •? L_t -t - WALL I t LLLLLL_Ll_L 2 •�� LLLLLLLL�: I I LLLLLLL I 1 LLLLLLL �� bey L2- STORY_L .� Q �. ASPHALT r ' LLMASONRY` b h h ( : �� ' �� `'�; �' �, �tL 3 LLL �7 W :1 `'y ; LLLL LLL LLLLLLLLL _:;J I 1 LLLLLLL [ r LLLLLLLLL /j/ LLLLLLLLL '_I a b� 1 I i LLLLLLLLL -; �, ti �, 1 4 / ":LLLLLLLLL ^yo ' o L,�LLLLLL - W b`� �' W�° W, �� L LLLLLL.L =� LLLLLLL `'LLLLLLLLLL aA� 1 _ 1 ; . � ;LLLLLLLLL �i �� _ — — W — o / LCCC1 =ttL X = — — — — -�- - — — — — — — — Building Line per plat W�� ��� 1 % �� LLLLLLLLL :� i -� Building Line per plot 1 scoled from lot b� W� s �? / LLLLLLLLL ( p ) / � ��_-•'” _ ,� (scaled from plat) 1 b. W. � 6j• I Wry^ W W' y�� 3.81 I 0 7 DAEwMiAYEMENiwwwrgrwrwwwww w.d�rwwwww�wrrwr,wwww rwrrwwr� W� W'y �b by W' 1 y� W�FX. 6' W. 4�`•� oW W ��' W`' 1� `�� W' b b W I INV. ( )0 53 S) �° do �o oti tib b� INV. (- )0.33�N ,y. W. W. W. y y INV (- 0.1 ) ww w. w. wr .w .� , aw EX $" SAN. �� r. ws r r. - w. w. rw r r w■ w ..� ww a. w. ww .w rr rw w• w• i INV . 42 INl% 2 21.6 (,') KENDALL STREET ASPHALT FX. 4 " REC. W. wrrrwwwrrwwrwwwrwwwrwrwrrrrwrrwrwwrwwrrrwwwwrrwwrawrr�rw0�a. �q�wrwrwwrrwrwrwrwwwwwwwrrrww�wrwwrrwrrwwwwwrwrwwwwrwwww� 15 Avatpn St. Pay) orate Dn k) each. __ DEMOLITION NOTES LEGIM REMOVE: ,t ::`- CONCRETE ASPH. do BASE LLLLLLLLL LLLL LLLLLLLLLLLLLLL LLLLLI..LLLLLLLL BUILDING DEMOLITION 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. l REMOVE ASPHALT AND BASE, WHICH MAY INCLUDE CONCRETE. l REMOVE EXISTING STRUCTURE AND FOOTING. 4❑ REMOVE EXISTING WALL. 5❑ REMOVE TREE. © REMOVE EXIST. PLANTER. 7❑ REMOVE FENCE AND GATE AND ASSOCIATED POSTS. ® REMOVE STAIRS, WALKWAY, PORCH , WOOD STEPS AND WOOD DECK. 19 REMOVE LIGHT POLES, POWER POLES AND ASSOCIATED O.H.W. COORDINATE WITH PROGRESS ENERGY, VERIZON AND CABLE. 10 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 95% OF MAX DENSITY. 11 OFF -SITE DISPOSAL OF STRUCTURES, UTILITIES AND CONSTRUCTION DEBRIS SHALL OCCUR IN SOLID WASTE DISPOSAL FACILITIES APPROVED BY F.D.E.P., AND PINELLAS COUNTY. 12 CONTRACTOR SHALL COORDINATE WITH PINELLAS COUNTY HEALTH DEPARTMENT - ENGINEERING DIVISION BEFORE DEMOLITION TO REMOVE AND DISPOSE PROPERLY ASBESTOS CONTAINING MATERIAL ACM), IF ANY, IN THE BUILDING. 12 012 OAK TREE w� A PINE TREE ,, �12 PALM TREE ❑ 12 OTHER TREE (AS LABELED) [D BUSH 0 s 0 i oiS SCALE: 1"=20' 20 0 10 20 40 z % Q o0 9 0 �o • d �3 Z x� � N • �W �z W ^W v • z 0 a i Z M V o► W z �� Z NM F d �� p Wk 0 z o" z W3 d V� EB #5936 0 5 NES Comm.: 0501 Drawn By: B.J.V. Checked By: H.G. Issue Date: 01 /05 /05 Revisions: z a W C* z O J O W THIS DRAMINIG IS AN INSTRUMEIJR OF SERVICE AND SHALL , TF + OF TFIE ENGINmt, A D SHALL NOT BE REPRODUCED, PLIED OR N ANY WAY THE CONSEM OF THE ENdNEQt. ® t �T �, • RAM A. GOEL, Ph.D., E COPIES OF THESE PLANS ARE EMBOSSED WITH THE SIM14G r *1 i R k \ J Z w� ww� °- z 1z ay t/� W o z = LU cc c z `°. O y W o� z aO Q a � �. 1` a la W W a J i R k \ J r 1 9 a , r I LANDSCAPE TABLE Quantity Symbol Scientific Name Common Name Code Name Planting Size Spacing 79 ® Conocarpus Erectus Sericeus Silver Buttonwood BW 3 Gal., 24'X24' 36' ❑C 8 j WO r WEq. W Washingtonia robusta Mexican fan palm WR SEE PLAN PER PLAN 22 0 Sabal palmetto Palmetto SP SEE PLAN PER PLAN 2 40 00 Phoenix sylvestrus Sylvester palm SY SEE PLAN PER PLAN 6 ern'' Magnolia Grandif Lora 'Little Gem' Magnolia 'Little Gem' ML 2 1/2' -Cal 10'HT PER PLAN 92 0 Murraya paniculata Lakeview Jasmine LJ 3 Gal,, 24'X24' 36' 0C 15 F Crinum lily 'Queen Emma' Crinum lily CL 7 Gal,, 240X24' ER PLAN 11 Phoenix roebelenii Pigmy date palm (TRIPLE) PR B & B,, 6' 0 A PER PLAN 1 Pheonix Reclinata Reclinata palm RP B +B., 10CT PER PLAN 115�r�rN- Philodendron selloum 'XANADU' XANADU Selloum XA 3 Gal,, 14'X14' 30' ❑C 95 Rhaphiolepis indica Indian Hawthorne IH 3 Gal., 14'X14' 30' ❑C 370 Trachelospermum Jasminoides 'tricolor' dwf. tricolor jasmine MJ 1 Gal,, 14'SPR 18' 0C HABITAT 11ANAAEMENT AND ILIA D8CAPNA PERMTSN 1. A HABITAT MANAGEMENT AND LANDSCAPING PERMIT IS REQUIRED FOR THE DEVELOPMENT OF THIS PROJECT. APPLICATION SHOULD NOT BE MADE UNTIL FINAL ADMINISTRATIVE APPROVAL WAS BEEN GRANTED. a. AN APPLICATION AND AN EXTRA COPY OF THE APPROVED FINAL APPLICATION PLAN MUST BE SUBMITTED TO THIS DEPARTMENT IN ORDER TO PROCESS THE PERMIT. b. ALL EXOTIC SPECIES. I THIFOLIUS), PUNK TREES (YELALEUCA QUINQUENERVIA)N AND CHINESE TALLOW (SAPIUM SEBIFERUM) MUST BE REMOVED AS A CONDITION OF SITE DEVELOPMENT. WHERE NECESSARY DUE TO THEIR PROXIMITY TO PROTECTED PLANT MATERIAL., HAND REMOVAL WILL BE REQUIRED. SHOULD THIS REMOVAL BE TO A DEGREE THAT A POTENTIAL FOR EROSION IS CREATED, THE AREA MUST BE RESTABILIZED WITH SUITABLE MATERIAL c. ONCE FINAL ADMINISTRATIVE APPROVAL (FAA) HAS BEEN GRANTED, A BARRICADE INSPECTION CAN BE SCHEDULED. WHEN THE BARRICADES HAVE BEEN APPROVED THE PERMIT CAN BE TYPED AND RELEASED. NOTE: ALL TREE STAKES me SUPPORT wnm W L BE REIGNED AFTER t COMPLETE F 7km MN.H. T% =P t I For of M"I" ow Mae MINA. BE REMOVED AFTER 1 COMPLETE OROWiO SEASON. M Truda io be 4nwd0 am M�awn Mork N1uMnd MW ft—NIM -W Nabxd r REQUIRED ALONG THE EDGES OF VEGETATED AREAS TO BE PROTECTED 3/4' — 2 Py Rainhxosd Layan Burke Pao at 2 �4Pat — No Ndo In two Wood Wks Tk V_ Y x 4' Brea (YMmr Pine) y %me Thr" at 12? TY&W rRan owl Von' worlon. ilrw Fiot Ipq Souor ne W.Mg NM o FkMh OruM —, 1nM PROTECTION AM PRESERVATM N.T.S. NOTE: ALL TREE STAKES me SUPPM WRfS TREE BARRICADES AND EROSION CONTROL MEASURE REQUIREMENTS: MINA. BE REMOVED AFTER 1 COMPLETE OROWiO SEASON. 1. TREE BARRICADES AND /OR SILT SCREENS OR HAYBALES SHALL BE ft—NIM -W Nabxd r REQUIRED ALONG THE EDGES OF VEGETATED AREAS TO BE PROTECTED 3/4' — 2 Py Rainhxosd PRIOR TO THE ISSUANCE OF HABITAT MANAGEMENT AND LANDSCAPE Rubber or Pkstl. How PERMITS. THE LOCATION FOR EROSION CONTROL MEASURES ARE SHOWN Wtft rrvrryor'o Tqw" ON THE CONSTRUCTION DRAWINGS. 2. ALL DESIRABLE TREES MUST BE RETAINED WHEREVER POSSIBLE. j WO r WEq. W IT WILL BE REQUIRED THAT PROPOSED IMPROVEMENTS (i.e. BUILDINGS, aft.r�iuouorr Mound To Form Sauoar WALKWAYS, DRIVEWAYS. POND BANKS, DRAINAGE SYSTEMS, ETC.) BE oal; ADJUSTED TO RETAIN DESIRABLE TREES. GRADE CHANGES MUST BE J SENSITIVE TO TREES REMAINING. IN GENERAL, NO GRADE CHANGES u lucid pkwdlkq •aar o SHOULD OCCUR WITHIN THE CANOPY DRIP LINE OF PINE TREES AND 0 3' Minimum Mulch LANWC 2/3 THE CANOPY DRIP LINE OF HARDWOOD TREES TO BE SAVED. —� 3' Soil Saucer 1. EACH LANDSCAPING AND REPLANT TREE MUST BE PLANTED WITHIN 40 00 $ C Z F rom Remove Rootboll Container A MINIMUM FIVE (5) FOOT BY TEN (10) FOOT OPEN SPACE PLANTER to ern'' oL6 Z Q DE WITH SUITABLE GROUND COVER. LANDSCAPE TREES MUST BE PLANTED aP tie ,6`J1LO Planting Soil Mncturo IN SAME VICINITY AS VEHICULAR USE AREAS IN ORDER TO BREAK THE a L0� MONOTONY OF UNBROKEN EXPANSES OF PAVING. TREES MUST NOT Existing Sal n9 BE PLANTED WITHIN MAINTENANCE EASEMENTS. 2. THE USE OF XERISCAPE DESIGN MUST BE UTILIZED FOR THE REQUIRED LANDSCAPE DESIGN. THE DESIGN DEMONSTRATES THE USE �TAL OF A LOW VOLUME IRRIGATION SYSTEM, ORGANIC MULCHES, DROUGHT AND COLD TOLERANT PLANT MATERIAL, ZONING OF PLANT MATERIAL BY WATER REQUIREMENTS, SOIL AMENDMENTS (IF NECESSARY) AND THE N.T.S. PRACTICAL USE OF TURF. 3. NEW LANDSCAPING MUST BE PROTECTED FROM VEHICULAR MOVE- MENT BY WHEEL STOPS, RAILROAD TIES, OR OTHER SUITABLE BARRIER, WHERE POSSIBLE, THE AREA BETWEEN THE BARRIER AND LANDSCAPE MATERIAL SHOULD REMAIN AS GREENSPACE. 4. LARGE TREE SPECIES PROPOSED FOR INSTALLATION MUST BE A MINIMUM OF 20 FEET AWAY FROM BUILDINGS, SIGNS, FENCES, LIGHT POLES, UTILITY LINES AND ANY OTHER OBSTRUCTIONS THAT MAY IMPAIR NATURAL GROWTH. 5. TREES PROPOSED FOR INSTALLATION MUST NOT BE IN CONFLICT WITH PROPOSED OR EXISTING UTILITY LINES OR STRUCTURES, EASE- MENTS OR OTHER AREAS WHICH MAY REQUIRE EXCAVATION IN THE EVENT OF SYSTEM FAILURE. THESE FEATURES SUCH AS THE WATER LINES MUST REMAIN OUTSIDE THE 5' X 10' PLANTER AREA. 6. SOILS WITHIN PLANTER BEDS MUST BE SUITABLE FOR PROPOSED PLANTED MATERIAL WITH REGARDS TO PH, SOIL TEXTURE, SOIL STRUCTURE, AND SEASONAL. HIGH WATER TABLE. 7. ALL LANDSCAPE MATERIAL MUST BE FLORIDA GRADE #1 OR BETTER. B. ALL REQUIRED TREES MUST BE A MINIMUM OF 6' HIGH, 1 -1/2` CAUPER AT TIME OF PLANTING. 9. ALL HEDGES MUST BE 24" HIGH AT THE TIME OF PLANTING, PANTED AT 30` ON CENTER, AND BE MAINTAINED AT A MINIMUM OF 3 IN HEIGHT. 10. WHERE LANDSCAPE OR REPLANT TREES ARE PROPOSED TO BE PLANTED IN THE PERIMETER BUFFER, THE BUFFER MUST BE A MINIMUM OF 5' WIDE. TREE i SMUS PLANTMIA DETAS,8 1. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION SHALL BE BALLED OR BURLAPPED, BARE ROOT TREES ARE NOT AC- CEPTABLE. ALL NONBIODEGRADABLE WRAPPINGS WILL BE REMOVED AND BURLAP WILL BE FOLDED DOWN TO ENHANCE WATER ABSORPTION. IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND BURLAPPED TREES. THE FIRST FEW ROWS OF EACH BASKET WILL BE REMOVED AT THE TIME OF INSTALLATION. 2. SUPPORTING APPARATUS SHALL BE REMOVED AFTER 1 COMPLETE GROWING SEASON. ALSO THE FLEXIBLE ATTACHMENTS SHALL BE USED WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS /STEMS TO PREVENT CAMBIAL DAMAGE. 3. PLANTING HOLES ASSOCIATED WITH PROPOSED TREES MUST SLOPE (NOT COMPACTED) AND A MINIMUM OF 113 -24 INCHES WIDER THAN THE DIAMETER OF THE ROOT BALL TREES SHALL BE INSTALLED SUCH THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF THE PLANTING HOLE. TREES SHOULD BE INSTALLED 3 — 5 INCHES ABOVE GRADE ON SITES CONTAINING CLAY. A 2 — 3 INCH LAYER OF ORGANIC MULCH MUST ALSO BE PLACED OVER THE ENTIRE SURFACE OF EACH PLANTING HOLE TO PREVENT FUNGAL INFECTION MULCH SHOULD BE PULLED BACK A FEW INCHES FROM THE BASE OF EACH 4. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENTS WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE THROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF PROPOSED PLANT MATERIAL 5. PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS MUST BE CONSTRUCTED SUCH THAT LIMEROCK, ASPHALT, CONCRETE OR ANY OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO THE PLAITING AREAS. 6. THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLICATION OF PAINTS/TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED BY THE INTERNATIONAL SOCIETY OF ARBORICULTURAL 7. PLEASE NOTE THAT THE USE OF FERTILIZERS DURING PLANT INSTALLATION IS NOT APPROVED. SCIENTIFIC EVIDENCE INDICATES THAT FERTILIZATION (SPECIFICALLY. THE APPLICATION OF NITROGEN) OF TREES /SHRUBS WITHIN THE FIRST GROWING SEASON INHIBITS T GROWTH. THE LANDSCAPE BUFFER STRIP MUST BE CONSTRUCTED SUITABLE FOR PLANT MATERIAL. INSTALLATION. N.T.S. It 12 NOTE: ALL TREE STAKES me SUPPM WRfS 012+ MINA. BE REMOVED AFTER 1 COMPLETE OROWiO SEASON. ft—NIM -W Nabxd r 3/4' — 2 Py Rainhxosd Rubber or Pkstl. How Wtft rrvrryor'o Tqw" 12 ❑ j WO r WEq. W 4 br. aft.r�iuouorr Mound To Form Sauoar .i Mh-' mi Mulch Layer Ar wW Top OT od J Plontirrq SON Mbrhua u lucid pkwdlkq •aar o TREE STA"Q dL PLANTM MV& N.T.S. It 12 r . V 012+ OAK TREE PINE TREE PALM TREE 12 ❑ OTHER TREE (AS LABELED) Q BUSH SCALE: 1"=20' NNnM77 20 0 10 20 40 z Q 00 oo 4 O ro IL p � Z x� X# NV F �N • nW Z W ^W v z O Im � M V 0► Z Z ~M F L p MA 0 z N+' Z j JF W V� E B #5936 o 10 W NES Comm.: 0501 Drawn By: B.J.V. Checked By: H.G. Z 5 am W H y W Cm a v CO) D Z 5 BUTLER'S NURSER Y, INC. 7011 75TH ST. N. PINELLAS PARK FL. 33781 PH.-(727)544-0445 FAX: (727)541 -5027 E -MAIL: BUTLERSNURSERY®MSN.COM DRA %W BY. R. BELKO CHECKED BY. C. BUTLER I .1 r . V CIO Z � ay J W o Z NNNN� Z LU 40 00 C Z to W oL6 Z Q DE Q aP tie C Q M W a L0� I .1