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FLS00-10-65 FLS 00-1 0-65 WOOD VALLEY POLICE SUB STATION 2816 PARK TRAIL LANE . ;-p!.~t~~)1Y:~~?i; ,~~ ",, 'i. It,1 0/ rfl.'~' ';"~.' \V ~.''':':'), 'l,s..JI -,. _:;1 (,",- ~'~7' ,.(~~~ \;Il1fjP-;7~"._ V)~ ,,;~':~~~~,;,:~fjll ~~~.,\,~~~#~~~~. ~.ll!, ""~'J "'I't \. \ '/ [tiT ,\~rl n ...... -", ';}if~t~~~~ f ;,' ~t)} ~ "'~:t ."~~h~ jlj~ (; \,1.1 ~~.! l/j/Jiq.~;...'g '\. \,~~) 'C;fP'':j~ j ,;.'r\ ~ d .;,..(' _ ~ td \ )"!fJ.. ~-4T-.~.iJ-;1}IJ,.' CITY OF CLEARWATER PIANNING DEPARTMENT LONG RANGE PlANNING DEVELOPMENT REVIEW HOUSING DMSION NEIGHBORHOOD SERVICES POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FI,ORIDA 3375q . TELEPHONE (727) 562-4567 FAX (727) 562-4576 ." , , ' " \ :~:v ;;, December '1~~;'20W ' " Mr. Michael D. Quillen eity Engineer City of elearwater - Public Works Administration 100 S. Myrtle Avenue, 2nd Floor elearwater, FL 33756 RE: Development Order regarding case FLS 00-10-65 at 2~1 Lane Dear Mr. Quillen: On November 2, 2000, the Development Review Committee (DRe) reviewed your application to permit a governmental use within the Open Space Recreation District. The proposal includes a 1,270 square foot Police Substation. The DRe unanimously recommended approval of the proposal with the condition that a final landscape plan be submitted to, and approved by, Staff prior to the issuance of any permits. I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard development with the above condition. Pursuant to Section 4-303, an application for a building permit shall be made within one year of Flexible Development approval (December 15, 2001). All required certificates of occupancy shall be obtained within one year of the date of issuance of the building permit. Time frames do not change with successive owners. BRIAN j, AUNGST, MAYOR-COMMISSIONER j,B, JOHNSON, VICE MAYOR-COMMISSIONER ED HART, COMMISSIONER w BOB ClARK, COMMISSIONER ED HOOPER, COMMISSIONER "EQUAL EMPLOYMENT AND AFFIRMATrVE ACTION EMPLOYER" . December 15, 2000 Quillen - page 2 Please be aware that the issuance of this Development Order does not relieve the applicant of the necessity to obtain any building permits and/or pay any fees (TIF, open space, etc.) that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses which require this prior development approval. If you have any questions, please do not hesitate to call Mark Parry, Planner at 562-4558. Si~~~ Ralph E. Stone Planning Director cc. Deputy ehief Baird Pete Hegedus, Building and Maintenance S:IPlanning DepartmentlC D BlStandard Flex\lnnactive or Finished CaseslPark Trail 2816 City o/Clearwater- ApprovedlPark Trail 2816 DEVELOPMENT ORDER,doc . 11,12,00 ~(N 7- 0 ?.\JGG Peter Hegedus City of Clearwater 1900 Grand Ave, Clearwater, Fl 33765 Re: Woodvalley Police Substation Window Revisions Dear Pete: Please find attached sketches regarding the revised window details, Should you have any questions, do not hesitate to call. Sincerely, c'~lIe':fj A.IA .. ru RUYLE and MASTERS + JENNEWEIN ARC HIT E C .. s. P. James Ruyle, A,IA Damel W. Masters, A,IA lames I, Jennewein, F.A,IA Brian L. Blackford, Assoc. A,IA 3333 W Kennedy Boulevard Suite 203 Tampa, Florida 33609 813,879,6633 fax: 813,870,6633 www.rmjarchitects.com rmjmai I@rmjarchitects,com AAC002159 " z i ~ ~ z ~ \)J \JJ I I 0 ~ .t>. = = ~ - r 41_~" ,31-8" ... ." . r 4, . , ,o. : ;~ '.".. .:. .-':':- . .::.1'.:.. .....~.: . : . 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(,?'O ~G!,tr::~~.,Jf~Efs 'i/Fo;!%OPOSED : : :: := l.~ \J'1 + t +~'... ~I".-: f.. F. :;:: .22.44 C! 1 !O ~'O + BUILDING FOOTER . II ~ I ~ II ~ ~t · I~ a . ~ ,,:~3' .L__~~.~:~_~~::!.? C'<f{: I CONST 123 l.r. WA TEN SCRY/CE .& 1 5 I ; II !I:B a..H ld ,~bo ..p "/1\0.4' '1 STOR:'. -=-~~~?~:}.~~'),~f""Jr1 111 I II It I'" II ~ ,I I rl\ 1 ~~ &< ~~,,~~ I M:.\SONHf ~rr .!t'. J .ltt I ~ II t t II ........ U. \.r !<F '), 1'0 v l;fl.: ~'6 ~t- 1 I I II <( II I <>> I -f + I ~ N 81' N.~~'l:'~.-#' C?", f I I II f , I II ~ to: ~~<i) ?J'" I ~~~~", ~~ C~( In -0724" JV I h~ ;e- ~)')9~C) ~ 'O'\; 0 1 1.Y..,.,t t J f f If '1"1. 0 I \ '); tl9 -I~ '\;~c' "[Jnnk f n~e ...-...~'~-.._-, ,0 ~~,,~ ~. 0 I ......,1 I ! OS ~ Ol'---p ---\- --.-.- -+~1'!r.:'P."&-= -r:ib--=~ ~~~~t ,~",C)t ""_:j ili ~ ~I" ~~'l::~-trvl" . ~~v +'); (? I ~t II It 1 J f I -. .,,-....---... .-.--.- ---._~~ ~/ -~ ~ ~ ---- .--- -~~_., it \' [.h . ~o · 25.3''': I !l;f};: ~~ III ;.> ~"'../ 0 e I e ct r i C D an . l-~ I I -1--..... .-.--,-- ;;0.....- .....-+...... ....~zrr, '---- ---.'-- '-------x-r ....~.... ~~ ",...,~--~~ eJ ~tr-'hO~ ~"''''n.. .-'~-"'~~~M-) r.{,~ ~ ~")?.. ' I I, -" I f II fl i ~<'a 11' I r~'v--) / .;j<"'J'.......... -+~-pc n;Jl-C-~ ,;:~ --"-;' . .~.- t'J,'1~ ~L. P. I (f;1 II II I I . (9 (' ') / ~ 91) -_...-.........---- -+.;:..:t~---'-~---"-r'l,---i I I ~I" I ~ I 81#~ ~ I! I t I,.. . ,~. · ..' I (, 0 .120.42 ;'07; >. '_ 1 / :1=1 ~ ~ II f ' A Y l f ' I I Cone. F3asKe tbotl Cou. t 1 . .. \. ..1 OOd" -, ; ~1-J ~ L--, ~ I h... .~ ' 1 f l 1 0 "'\..._J Z.....t), (.,..... '...., ~. ~f, ,,'9 "\<:> 0 ~ I ( '- 'I ~... ( 0s-'" ~. ,v ~.I ~ zl v'lci RIM ELEV. = 2 .38 I "II! · ~ _ ~ ~Jl,~. '. .1......_.+~.T~ ( .. ',' ~ f '1'. II N INV - 16 3 " · ; <\ ~")'~ 't/ MUL.CH PLA YCROU'-!O ('" ,-->1 I l<' cham fink fence 'I I t SE INY. -= 16. II Ii'I . /v - . rpt'J,C)' gl tf) +~o~~[~,\.")"'~24" ~~ &~Z. / q I~~~~~hejght varies ./ ! I 1/ W INV. = 16.3 II II ! I t / x 20.64 LI.~ ,~J.~' f( Ii . ~C)' .L~'-:f~~ x 20.84 \~ J ! ~ If 1 l:(~ /' ~..1 -~.. I- 0 /< 1; - ~t< ~ I I CLEMONS, FRANK L II II ! I' " \..()~.,.. 'EI ~o t---\Jo ,-",~,,~ 1. 4<s1.~ '\;C)' ~"J . I~C). drinking A J I I II CLE, MONS, SHELBRA J 1l.. 7 II I I '<1" ~99 0'\.\0(\ l~o' OL.P. 1'l-C)"~~' :"'::::!'f<\;: I.~t----'..Jf-...;.t-- fountain EXISTING BALLFiELD I I I II 1000 APPLEWOOD DR RIM ELEV. =11I.9 II I ~ \..oG ''1 ~--f"O""""""""')5 ~ "~~+b -/ ''T~ ~o---IL...- ,water 'I I I I CLEARWATER, FL TH,ROAT E EVt~'f.L. 19.09 II I II I" ');,\;C)' ~,~). ;> Sid~~.erl / q~6' '~lJ . spigot /,' I I II 33759- 2601 W INVt = 16. f I 1 I '- .~ (-I $t~ \ ,!lQ k. . <-j" ~C) \./ II . SE INV. == 17. ~ I I I R=2S.pO'" I (J-~ j \..;~ 26" 1-.. IJ) / 1:~:. ~C);e> ";4 . 1 I I II II I I I C=32.50' '- \. I ~ " .N q / 1 -t..'\;C)' ~ ~ I I . II )J I I I C~==S L4g.32'50" E" ~'}~ 1t'J,C)~ ~ft.0' 8 "O)?J~ ~ ~ ,,0)")'" / .~?J +~C)~C) :A i : /I II 7. L-3 .?8 ~ l \ '\. + 0 + L <t> OJ . GL.p. I II 8"R C~, ( == ~ .Q,o of (j ....~C) · "'~ ~~' (~o, ~, ~o (J) --I'Y"")..,~ /i-~o' 5 free I ~ I I ~ 'I · v~ \~ '" · . ~ '\;'-'');, .- ~.._ _. ~C) .~;/ , I ...,.......... . , ~ =./ 7 \ I I ~- --;j;- ~-'.."-- .~.-- :0;" ",~ < 8" , 6 t: & 5 If-+" _.~. _.- <( -- o-?/<') ) 1 0)" h ~ f. ~ $ II I : II --- -:~:: :...- .-- ---</ \ 6.~.11 6 P c 0)' 0)'.'- ~O)' ~ ',,0)' C Gm In,( r ence I '-'- ._-~_. --:'-:-_:-:-'I':ElEV - 19 57 ~~~\._~'?- >-- -.. .+-"'-"S-,81-~;:J9-~-4~- -.-.-.Lf-,J ,r"~) \.....'-- 1.2" 'V-'hei~ht varies 11 ! ! II .~~ - M -- · - . L ,~ -- . '? -"" -..- ~-_ -.. E ,\C) (0 . ,~ " I I II :J THROAT ELEV. = 18.87 ~ ::~;t .. ~ -. ..... .JA'6;9jt"..-~~ ,,~~ 8" t< q}< \.f. _" ~()':- I I If · S INV. ::=: 16.19 - ...... :::: --'-._ - -~'- -.- _. T;::'~~ -..~. --. ~ ~ ",0)' +R>":-~ ---...x..---_. ~,~,,_,~,_ 1 I ~ E IN V. == 16.22 (j).1 --~ -:: :".:::: .:::::: :.:::.~: :t~ -::.. "---~-4!G ..~ . + ,O)~,\ + + '); '-"--~"--' - _._~ --... -.---..~..-,_. _._._.~._.-. _"...._.' I I II - -~=- "-. -"- -?~ RIM ELEV. == 19.39 .. ~ .':.-:: =::"?:-::-:::..,.::-::;::... -.- ~~5~~o;- "'--:~ S. . II. c..., " I 1 J t ~- .--. '::::. ',::::, '~:::. -'" -.. ~ THROAT ELEV. := 18.48 6'0 -- "-. :::~~-.....;;.~~-)f. __~f(~YI2!.k~~" ~ ..~~1 05'39" co 7 f!:>ee v> ~ I ...~- .::-- ---.....- ...... E INV - 17 55 ..9 """""- ;:~i'< "..-- ~-.......~ -- ~~...,~.-. #.,,- , 9-:~ c. ~ '); <<) II) R 25 00' I I II · ~ - --. -.. ':':. "..~'- '- · -. x 20.23 · ~ -2 ~ .:- -...: .:'::;F." ...""::- ~)-- '-" 6. ZJj'-~ -.~ ~ ' 0 == . ! ' ~<J. ,,'O~O) N INV 1527 .99 -- .--.:::::----==-.::-,:.~~-~~..~ 17.19 '\'\ x 20.44 ' C,rb8H7-?;~': ::::: ::::::-:?:~;:--~?::--:::..-:::..',:~::!:. -~ ~ z g;=~.9:~'27'10H E I I II .". "",?'" S INV: :: 15:26 ~- '-. .':.:,: -:::::. "::::' ':'::. "'~.:t'?:- -- '00) ~C2lo'\Y5 PA R -. -- :~:::: ::::.::: :*'~o;; ;; ~~:.~ ~-~.. -".. -=~. ~~~~.. ~- _. S .) } II .J ... -..- ....... -- Q>~ )-7 k ....~-~ -~.. -- -""". ~-~ 81. L=43.16 I . --- <:: .:::: -'-. -+ '" < 9J ~'.1~ '-." .< ::::: -,-. -. "- '-..- '..... -_. '. -.,~ 05#39" E / v: . '~':t-:~o~~::~t::g .:': :--. d+~o~ 50' R.O W ' RA/co.9tAN~ -"..- -":::: ::::::.~:; ii ~~~ '-.. '-- =~~ '~:~j2245~ -'''' '-.. / 1;/ RIM ELEV. := 20.4 J r -.. ~-~: :::::: ::::: 2:: ::::: ::~: ~: :::.::: ::.-.::.~+'};~~O) C ~ .~~-- --..._~ :--- ::::: ::~:: ::::' :~;: ~~ ~~~; :~;~ ~~~ ~~ .=~, .:~:_ .;~..- --:/-"/ N WIN V 15 3 2 ..~~~,.. , .-. .' ,., (0 '~"-..~. ~_.~.,' .----. _ c. S. X. RAILROAD S INV. :: =15.3~ "-. -:: :::::- .:::::: ::.:-:: ::....::: ~::~ ::::: ,:::: ::::: -~:: :::::;:: :::~_:~: ::':-.: ::"":.: P.O.B. --. '-.-- ~-' --- ::.:..:: ::::.::: .:::: =:::: :~:: :::::: ::..-::: :::::: ::.::-.::- ~::::::::::. ::.:::: :.::' ::.."::. :::: ::.~-:: :::::: FAHNESTOCK, MARTIN B FAHNESTOCK. ETT A 0 2770 APPLEWOOD DR CLEARWA TERt Fl 33759-2603 DIXON, FAYE R MENTlONJ . GEORGE C DIXON, TARA S MENTION, ANNA M 2774 APPLEWOOD DR 2778 APPlEWOOD DR CLEARWATER, FL CLEARWATER, Fl 33759-2603 33759-2603 ROBERTS, WADE A 2816 APPlEWOOD OR CLEARWA TER, FL 33759-2605 JETTON, JAMES V JETTON, MARGARET A 2808 APPLEWOOD DR CLEARWATER, FL 33759-2605 DAUTEL, THOMAS 2800 APPLEWOOD DR CLEARWATER, FL 33759-2605 GITZEN, UNDA L 2804 APPLEWOOD DR CLEARWA TER, FL 33759- 2605 HOWELL, WARREN J HOWEll, JOANNE 0 2812 APPLEWOOD DR CLEARWA .rER, FL 33759- 2605 Me KEAN. LOUIS L JR 1032 APPLEWOOD DR CLEARWATER, FL 33759- 2601 HUNTER~ RUTH P 1024 APPLEWOOD DR CLEARWATER. FL 33759- 2601 ROBINSON, JOE L ROBINSON, DELORES 1016 APPLEWOOD DR CLEARWATER, FL 33759- 2601 JACKSON, BRENDA TEST C/O JACKSON, ANTHONY 1008 APPLEWOOD DR CLEARWATER, FL 33759-2601 center Of see 8-29-16 SITE PLAN SCALE 1 H = 40' 6. ROOT PRUNING WILL BE REQUIRED PRIOR TO THE CONSTRUCTION OF THE BUILDING FOOTER. THIS WORK WILL BE INCLUDED IN THE PRICE 810 FOR CLEARING AND GRUBBING. 7. MAINTENANCE OF TRAFFIC WILL BE THE RESPONSIBJUTY OF THE CONTRACTOR. THE CONTRACTOR SHALL MAINTAIN TRAFFIC UT1LIZING FOOT STANDARD SPECIFICATION SECTION 102 AND FOOT ROADWAY AND TRAFFIC DESIGN STANDARD, INDEX SERIES 600. 8. ALL EXPOSED AREAS TO BE SODDED WITH LIKE KINO_ WITHIN 24 HOURS OF EXPOSURE. ALL DISTURBED AREAS SHALL BE RESTORED TO TH'EIR ORIGINAL CONDITION. GENERAL NOT~S 1. LOCATION, ELEVATION, AND DIMENSIONS OF THE EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHO~ IN ACCORDANCE WITH THE BEST INFORMATION AVAILABLE AT TIME OF THE PREPARATION OF .THESE PLANS BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECre 2. 'THE CONTRACTOR SHAll VERIFY THE LOCA TJON. ELEV A TJON. AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES AFFECTING HIS WORK AND SHALL COMPLY WITH ALL STATE, COUNTY, AND CITY ORDINANCES AND oar AIN ANY NECESSARY WORK PERMITS THAT MAY BE ,REQUIRED PRIOR TO CONSTRUCTION. 3. UTILITIES TO BE ADJUSTED BY UTILITY OWNERS. 4. THE CONTRACTOR SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO TIiE VARIOUS UT1lITY COMPANIES IN ORDER TO PERMIT THE RELOCAnON OF THE EXISTING UNDERGROUND UTlUTlES IN ADVANCE or CONSTRUCTION. CONTACT SUNSHINE STATE ONE UTILITIES NOTIFICATION CENTER AT 1_800_432_4770_ 5. THE CONTRACTOR SHALL COMPLY 'NITH THE PROVISIONS OF THE CITY OF CLEARWATER LAND DEVELOPMENT CODE REGARDING TREE REMOVAL, SITE CLEARING AND LAND ALTERATION REGULA nONS. 9. THE CONTRACTOR SHALL PROVIDE SUITABLE BORROW MATERIAL, APPROVED BY -mE ENGINEER, AND INSTALL SAID MATERIAL IN ACCORDANCE WITH THE PLANS AND SPECIFICA liONS. 10. THE CITY SHALL SUPPLY CONTROL POINTS FOR UNE AND GRADE. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE STAKE_OUT OF THE PROJECT, ELCTR./CABLE/TEL. LINE, GRADE, SLOPE STAKING OR ANY OTHER STAKING THAT MAY BE REQUIRED TO COMPLETE THE PROJECT IN ACCORDANCE WITH THE PLANS AND SPECIFICA liONS. ANY AND ALL EXPENSES INCURRED FOR llflS WORK SHAll BE INCLUDED IN THE UNIT PRICE BID FOR OTHER ITEMS. NO ADDIT10NAL PAYMENT SHALL BE MADE FOR THIS WORK. 12. OVERALL CLEAN UP SHALL BE ACCOMPLISHED BY THE CONTRACTOR IN ACCORDANCE WITH CITY STANDARDS OR AS DIRECTED BY THE ENGINEER. ANY AND ALL EXPENSES INCURRED FOR THIS WORK SHALL BE INCLUDED IN THE UNIT PRICE, BID FOR OTHER ITEMS. 13. THE CONTRACTOR SHAll ENDEAVOR TO PROTECT PRIVATE PROPERTY. ANY DAMAGE CAUSED BY THE CONTRACTOR IN THE PERFORMANCE OF HIS WORK SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. PAYMENT SHALL NOT BE MADE FOR THIS WORK. 14. ANY DAMAGE TO, 5T A TEt COUNTY, OR CITY ROADS CAUSED BY THE CONTRACTOR.S HAULING OR EXCAVATION EQUIPMENT SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE ENGINEER. PAYMENT SHALL NOT BE MADE FOR THIS WORK. .& 11 15. SURVEY INFORMATION PROVlDED BY POLARIS ASSOCIATES INC.. 2915 S.R. 590. RECORD DRAWINGS """"",," I' r:- It. " \", '" S [J"\ L, ...-=:. \\ ~ OQ. ":. ~ () I -~ ~ ~' ,\ I~ 1l , so,." ~ ~ ~ c.5~ ~~ ~ ~~ ~~ #~ ~'~ ~ \\ -=:..... ~ rER ~ .." ,~ I" """""" CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING 100 S. Myrtle Ave. Clearwater, FI 33758 ($) SURVEYED BY ORA~ BY Q) ~\). ~ 0 >- CO Z I W W Z --1 0:: <( . --.J 0 U) AVE => ~ ~ . ~ 2 I () '0 ~ "{ 0 2 <( 0 DREW ST. 0 0 ~ 0 PROJECT LOCA TI ON II ! I II II , I I t II t I · t I ; f . t t II I : I ! ,I I ! I : I t J t I, I, I j II I, " II " f 1 f 1 i ' I f II W I; => ,I Z II lLJ ,l > II <(~ll d II Oli II O~ll o !I 3: II ct: Ij - 'I <( II I.J... I : I : I : II I' I I t f f I II ,I ,I . f 'I " " I f II I' " ,I II ; I 1 f I , \ ~ \\ \\ " '" '" "...... " -.., '..., "'<::::;::. -:::.~' .:.:- HOFFMAN, MICHAEL P 1101 F AIRWOOD AVE CLEARWA TER. FL 33759-2630 1 S.R. 590 ADCOCK, T ANNA S 1041 FAIRWOOD AVE CLEARWATER, FL 33759-2628 STEINBACHER, JOAN M 9212 111TH 51 SEMINOLE, FL 33772-3038 BATES, DAVID R CLARK, ROBERT 0 2165 13TH AVE SW LARGO, FL 33770-4749 LEGAL DESCRIPTION: 16. -THE CONTRACTOR(S) PERFORMING TRENCH EXCAVATION ON THIS CONTRACT, IN EXCESS OF FIVE (5) FEET IN DEPTH, SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION'S (OSHA) TRENCH EXCAVATlON SAFETY STANDARDS, 29 C.FtR., 5.1926.650 SUBPART Pf INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE S1 ANDARDS AS ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY (OLES>t 17. PRIOR TO THE COMMENCEMENT or ANY CONSTRucnON AC'nVlTY, THE CONTRACTOR SHALL OBTAIN A NO FEE nCLEARING AND GRUB PERMlr AND A HNO TREE REMOVAL PERMIT" . 18. THE PROPOSED POLICE SUBSTATION BUILDING SHALL USE THE CITY ISSUE BLACK BARREL FOR SOLID WASTE DISPOSAL. 19. THE COLOR AND TEXTURE OF THE PROPOSED POLICE SUBST A nON BUILDING SHALL MA TC~f Tl-fE EXISTING RECREA nON FACILITY. DRAINAGE NOTE DURING CONSTRUCTION PERIOD EROSION /SEDIMENT CONTROL THE CONTRACTOR IS TO PROVlDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SIL TAllON CURTAIN) TO PREVENT SIL T A TlON OF ADJACENT PROPERTY, ON SITE WETLANDS, STREETS, STORM SEWERS AND WATERWAYS. IN ADDITlONt CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT THE SITE. 1Ft IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE AND CLEAN SAID EARTH TO THE SA nSF ACTION OF THE ENGINEER AND lOR AUTHORITIES. Me GEE. MARGARET M 1017 F AIRWOOD AVE CLEARWATER, FL 33759-2628 Commence at the center of SectIon 8, TownshIp 29 South,Ronge 16 East. and run thence S 89- 16' 20" E. 167.90 ft. olong the Quarter section line, run thence N 08- 52' 36" Et 58.36 ft. to the Point of BeginnIng: thence contInue N 08- 52' 36" E, 53.75 ft.: thence N 81- 07' 24" W. 90.0 ft.; thence N -10. 55t 24" E. 110.07 ft.; thence N 81. 07' 24n W, 132.02 ft.; thence S 01. 26' 27- W. 165.05 ft.; thence S 81- 05' 39" E, 196.73 ft. to P.O.B. Together with: Block *15, Wood Volley Unit 2, os recorded In Plot Book 68, Page 45, of the Public Records of Pinellos County, Florida. PEREZ, MILAGROS PEREZ, EFRAIN 1009 F AIRWOOD AVE CLEARWATER, FL 33759- 2628 WRIGHT, COMEY WRIGHT, ELIZABETH C 1001 F AIRWOOD AVE CLEARWATER, FL 33759-2628 ..,........'"'~. '~.., -2=:: :.::: ~:.=:~ ::::: -._~ ::~:: ::-.: :::.: ~::::: ::--::. :.:.--",: ::-:::: ::: ~ INVESTIGATE SUCRE YOU EXCAVAtE LOCA TI ON EXISTING SITE DATA AREA PERCENTAGE GROSS LAND AREA 149,669 S.F.=3.44 AC. 100% GROSS BUILDING AREA 3,489 S.F. 2.4% OPEN/LANDSCAPE AREA 123,445 S.F. 84.5% PAVED AREA (RECREATION)* 22,735 S.F. 13.1% PAVED AREA (VEHICLE) 0 0.0% IMPERMEABLE SURFACE RATIO 15.5% PROPOSED SITE DATA AREA GROSS LAND AREA 149,669 S.F.=3.44 AC. GROSS BUILDING AREA 4,759 S.F. OPEN/LANDSCAPE AREA 121,972 S.F. PAVED AREA (RECREATION)* 22,938 S.F. PAVED AREA (VEHICLE) 0 PERCENTAG~ 100% 3.2% 81.5% 15.3% 0.0% IMPERMEABLE SURFACE RATIO 18.5% *INCLUDES ALL SIDEWALKS AND PAVED PLAYING COURTS ALL VEHICULAR PARKING IS PROVIDED ON STREETS ADJACENT TO THE PARK. STORMWA TER RETENTION REQUIREMENT DUE TO THE MINIMAL INCREASE OF IMPERVIOUS AREA TO THE SITE, THE CITY OF CLEARWATER IS REQUESTING A NOTICE GENERAL ENVIRONMENTAL PERMIT BASED ON THE DISTRICT RULE OF 40D-400.475(d). RUNOFF FROM THE PROPOSED BUILDING WILL BE CONVEYED VIA A GRASSED SWALE THEN SHEET FLOW OVERLAND TO A STORMWA TER DRAINAGE STRUCTURE AT THE SOUTH WEST PORTION OF THE SITE. EX. 5t CONe. s/w 11.8' ~. ~~L .9. ~ ~ ---- ----- PROP. BLDG. PAD F.F. EL. 24.50 SWALE SECTION ~~ ~~frtb~~~~ft CASE TYPE -, 1 ORe DATE L L:...f:.te.q J COB DATE _ - S'GNATURE Vi ~ JI 15A~2.. BLDG. fSA~ (2. (q ~ II~ fI: F:-- El=:-24:5~ A_A NOT TO SCALE fit. It"> '~..; V l EX. FENCE 2464' 13.6'---- "'--- -- ---- 1.5. SWALE SECTION S-B NOT TO SCALE RE\1EYfED BY & ADDEO 9, X 10, CONC SLAB t REVISIONS PER ORe MEEnNG 11/2/00 REVISION NOVO 11 /00 NOVO 11 /00 BY DAlE CALL LOCAL PUBLIC U.rILITY NOTIFICA liON CENTER TOlL fREE 1-6QO...432-4no MIN. .fa HOORS euORE YOU EXCAVATE WOOD V ALLEY POLICE SUB-ST A TION SITE PLAN DRAWN ,"ovo, AC SCAlE VERT. AS NOted HORtZ. AS Noted DESlGNEO BY AC, TK CHECI<EO BY MOQ SURvt:YEO BY N / A BOOK NO. N / A DAlE DRAWN DWG NAME SHEET NO. 8/2000 20000041 1 OF 2 r- ~ E--- !f,-c7-Q-D CITY ENGINEER MICHAfl O. QUILlEN. PoE. 133721 DAlE PROJECT ENGINEER DAlE APPROVED BY CITY ENGINEER MICHAEL 01 OOlllEN. P,E, , 33721 DAlE APPROVED FOR CONSlRUCnON ;;'t~fA,. ~ ~~~~ FERTILIZER TABLETS AS-m-'l)x}, ;~ -:~.. j;;<; ~ ~~ AROUND ROOT MASS ~ ~~: ~: '" mY:~'~v:sI BETWEEN MIDDLE AND ~~~~~-<~ ~~~'K/# BOTTOM OF ROOT MASS ~~~~.&..'-'~'\ ~'<{,-<.""v~ ~~ ....... - EXISTING UNDISTURBED SOIL ~ TO 5 TlMES WlDTtI OF ROOTBALL ... 6"W -- --- --- ~- --- --- --- ~- --- --- --- ~~ ~-~ ~ =~ ~ ~ ~ ~= == =~:~: ~ ~ ~= =~ =~ ==~ == === =~ === ~ :~ ~= =~ --- --- ---. --- :~= --~- --'--- -.-- --. ---~'-' m.__ --- -- --- --- .--- 2 -(~O (1-(;. C't=! r 5--- ~=~~= ,== ~:= ~~~:~= ~:~= == =~= =.::::: =.--=: =--= =:~= ===:= :::.~= =::::.==- ~=::- '-=~:r C~::._. -~:1- ':51~~':~ ~ - L. ~ ---.-- -.-_.... L---.- ~~~!;"7) sglY ~ M F.~) 1'_ "'-~'''-1 1--" ~.~ - --...-- .' . t/~ ~ /\ .. ---1-------7 ~ /MF\ "2~~~~jii.'~.~f~~~~~~ t'\J ~r2J:5lT /RI\ ~~~~.~-~~~-~~-~l.P.~ I I ~ _l~~~~- h ~ '~ /SOD\ 10 ~ I' \t!& lei I I ~ ~ 1r.1.F. EL 24.50' ~ ~~' I /SOD\ OF GRASS SWALt: I +~ / ~ ~ 56'-00 ~ ~ NOTE: ROOF DRAINS TO / 'i- '_~~FlF~ -~-~-^t. - ~ .~joo BE DISCHARGED A T THE / (~~' \ r,{\r-~,\ 't- \ 3u-7 I If 0 L.) >) f ./PA\ _.:x. \..::!..J "I '- 2 () " \ A r;..---7 ".-" J f'- r: ')' P A ~ :~ I l . \.~- x I ) 1_1_0--?.._ --~_.- _.~t..- ~.....~-..........- ~- .?:.7 , / CIA J ~-:::::...- ----- ._~ -- _._- -~-_. -._---- L__.. -~- - ~. 1 ~ K-r' _oj -.- \--.-- ..-.-.- .-., -. ---6 8 ~3.;.----- 4--_-.' --.- W ~ J I ...----1 ~~-~ \ F. F- · ::.::: 2 2 · Ll tl eJ) j' I I I \ I ~~ \-----.-.-.--.--_.-..----..---.-~--.---..-.. Ri i~t }v ~. ~ ~~-~I [: a f:: ~--- 2 2 L F) t.~ . r" "..............- ....'u.... fI '\....) "-___ , ~_.~__~~/, / l MAS C) N F< ,( ~:~ f---' .-.,.- --_. - -~ .__J ~ ~t. 10 (~ll / I I f'l) ,---.-..--....-/ L /~'v-' ~5' c I'll din . _ ) II )( 'I )') 9 /' .-:;::..::li::::::::::::::.-...... -==;.:;~J :':'-', L !in k f 6f~ nee a ~!.:l~.z/.'.-7 j I ~,~, 0 ,)<. / ~~~-t..===~~~.--~-~~~~~~_-~-.~~..-_~=~~~~;1~ · X ..:::~:~: _...__._~.__._._ ..~ f ~ t -~'---I I . (,j v _._...~--.-1 CJ-( .) f ~r~L ~~"_~=~._._._._.p (1 r)'e I ~-'---.. '---'::=._._...__ -=~~~~=-~~. L~t.. I L.. f~ · ( O. 1 LANDSC~PE ~LAN t 1 0" ~.j".J SCALE 1 = 20 ,._J I APPLEWOOD " cone curb ~l _..~.,............."...........-... x '-"-"'-'"'^'-'''-~- .._....,,,...-._'~.- x .......-..........._~....-"^-- -.......... ...~_v..........,_ X NDRTH P. Asphalt 'Ten n is C:ou rts (: I .. ~. o s.: ~ l f~~) o *" ~.... . t X ..C) I SOD \@/ ,....,.... .. J ~J T rd,. 30 . I f r'~} C"J r'.) :_) I t..-" ',w' t (. ." , f :onc. Basketball Court i I FERTiLIZA TlON SHRUBS AND TREES All trees and ShrUbS Shall be fertilized With "Agriformu 20-15-5 Planting tablets at time Of installation and prior to comPletion Of Pit baCkfilling. Tablets Shall be Placed uniformlY around the root mass at a depth that is between the middle and bottom Of the root moss. APPLICA liON RATE: 1 Gallon can: 3 Gallon con: 5 Gallon can: 7 Gallon con: Trees: Polms: 1 - 21 gram tablet 2 -- 21 gram tablets 3 - 21 gram tablets 4 - 21 gram tablets 3 - 21 gram toblets eaCh 1/2tt Of caliPer 7 -- 21 gram tablets Js .~I~~lt~ }$ ~ 11 ~ (j ~~ o (l o !t ~~ >(' l.C ~ ,.,Js~ :Y;~ ~~!~~ft~~r)\~ ~ '>.'\ ~ ~ ~i1 ~ ~ Js ~~ ALL S~iRUBS/GROUNDCOVER TO BE TRIANGULAR SPACING. SEE PLANT LIST FOR (O_C.) SPACING. t$ )' ) GROUNDCOVER AREAS All groundcover areas ShOll receive fertilization With "Ozmocoten time release fertilizer as per manUfacturer. s speCifications. 18tt MIN. SETBACK FOR SHRUBS 9" MIN. SETBACK FOR GROUNDCOVERS ", BACK OF CURB 1 BED LINE "tit ~~~~-~ V~l$ f!F ~ v '. ~ fJ" '<< ~ '4v.J;f~)$.: ~ ~ ~J!f. ~ S f ~ O.C. SPACING I~ :: - ~ ~ PLANT SPACING DETAIL (SECTION) N.T.S. , I f ~ ~ :-1 I ~ SURVEYED BY t l RE\1EWED BY ; ~ APPROVED BY RECORD DRAWINGS I DRA~ BY CITY OF CLEARWATER, FLORIDA UBLIC WORKS ADMINISTRATION ,'I"'~"'~ IlEA'''' ".t ~ S L,..--=:. \\ ~ O-? -:. ~ () I ....",4 -. ~ ,w/ q ~ S () .....r ,,, ~ ~ ~ ;5~ ,,~. --. ...... ~ ';., ~ --. &- ~ ~ ~ ~V \\\ --..- ~"'ER .:'i ,1, .,,~ ,., ~""",'I & ADDED 9- X 10. CONC SLAB &. REVISIONS PER ORe MEETING 11/2/00 REVISION PROJECT ENGaNEER DAlE NOVO 11/00 NOVO 11/00 BY DATE ENGINEERING SUPERVISING ENG4NEER DAlE \ 2 IRRIGA nON NO rES: 1. A low volume irrigation system, that provides 100% coverage to all proposed landscape plantings will be designed and installed by the contractor. 2. The proposed irrigation system must meet or exceed all applicable City of Clearwater code requirements. (Le. Back Flow Prevention. Automatic Rain Shutoff Devices, etc...) 3. No trenching of irrigation lines will be allowed within the protected radius of any existing trees to remain. 4. Irrigation Shop Drawings must be submitted and approved prior to the commencement of work. 5. The irrigation system must be installed and inspected by the City Project Manager prior to installation of mulch. 6. Irrigation as-built drawings. which accurately and clearly identify all modifications and/or substitutions, must be submitted prior to final inspection and acceptance of the irrigation system. 7. The Landscape Contractor will be responsible for all electrical and water hookups required for the proposed irrigation system, including any required permits and fees. 8. The Landscape Contractor will be responsible for coardinating the location and placement of the Irrigation Control Timer with the City and the General Contractor. 9. The following irrigatian system components will be utilized, per the manufacturer. s speci'fications. (Any and 011 substitutions must be approved, in writing by the City Project Manager, prior to installation.) Toro- Netafim TechLine Self Cleaning. Pressure-Compensating Emitter Line (One line an each side of each row af plants & 0 loap around each tree.) HARDIE - Roindial 6 Station Outdoor Control Timer Richdale -.. 214APR 1" Electric Valve Amtec - 1 at' Round Valve Box Glen Hilton - Mini-Click Rain Shutoff Device GENERAL LANn~CAPE NOlES: 1. The Landscape Contractar shall grade all planting beds, os required, to pravide positive drainage and promate optimum plant growth. 2. All trees. shrubs and groundcover plants sholl be graded as Florida No. 1 or better as autlined by the Florida Deportment of Agriculture and Consumer Services. Divisian of Plant Industry "Grades and Standards far Nursery Plants". 7th Edition. 1998 ar as revised fram time to time. 3. All Plantings shall be done in accordance with the Florida Nurserymen.s and Grower.s Associations approved practices. 4. All plants shall be fertilized with Agriform 20-10-5 tablets as per the manufacturer.s specifications in can junction with note No.5. 5. All planting soil, if specified. shall be the approximate proportions as follows: 50% sand and 50% organic material consisting of native peat. well-decomposed sawdust. leaf mold and topsoil. It sholl be a good pliable and thoroughly mixed medium with adequate aeration. drainage and water-holding capacity. It shall also be free of extraneous debris. such as rocks. stones, weeds. etc. 6. All planting areas sholl receive a minimum 3ft layer af Shredded Cypress Bark Mulch. which is to be watered in after installation. 7. The "Plant Material Legend.' is presented for the convenience of the Landscape Contractor. In the event of a discrepancy between the plan and the legend. the plan shall prevail. 8. All plants shall meet the minimum container, size and spacing specifications. Any plant material not meeting the specifications shall be removed and replaced at the Landscape Contractor's expense. 9. All tree. shrub and ground cover locations are subject to change. All locations must be approved by the City Project Manager prior to planting. 10. The Landscape Contractor sholl be respansible for examining fully both the site and the bid documents. Discrepancies shall be reparted to the City Project Manager in writing at the time of bidding or upan discovery. No account shall be made after contract completion for failure to report such conditions. or for errors an the part of the Landscape Cantractor at time of bidding. 11. The Landscape Contractor shall be responsible for securing all necessary applicable permits, licenses and approvals required to perform the work set forth in this plan set and the specifications. including fees. 12. All plant material shall be bid as specified unless unavailable, at which time the City Project Manager shall be notified by telephone and in writing of the intended changes. Said changes must be approved prior to the commencement of work. 13. Any and all questions concerning this plan set and the specifications shall be directed to the City Project Manager at (727) 562-4737. 14. There sholl be no additions. deletions or substitutions without the written approval of the City Project Manager. 15. The Landscape Contractor sholl guarantee, in writing. plant survivability for a period af twelve (12) months from final acceptance by the City Project Manager. 16. All dimensions shall be field checked by the Landscape Contractor prior to landscape material installation. Discrepancies shall be reported immediately to the City Project Manager. 17. All Materials shall be as specified on the Landscape Pion and Specifications. If materials or lobar do not adhere to the specifications. they shall be rejected by the City Project Manager and praper installation shall be carried out by the Landscape Contractor at no additional cost. 18. No contractor identification signs sholl be permitted on the project, except far the specified project identification signs. 19. Existing sod sholl be removed os necessary to accammodate the proposed plantings. 20. Any existing sod areas that ore disturbed during the project that are not specified to receive other treatment sholl be resodded to match existing. 21. The Landscape Contractor shall be responsible far the collection, removal and proper disposal of any and all debris generated during the installation of this project. A PLANT MATERIAL LEGEND: SYM. QUAN. BOTANICAL NAME COMMON NAME SPECIFICATION Min. 15 Gal.; 5. --6' Ht. X 4t Spd.;- -Multistem MF 2 Myrcionthes -frograna Simpsonts stopper CA PA RI LG 4 50 31 122 Crinum osioticum Crinum Lily Min. 10 Gol.; 30" X 30"; 48H O.C. Mfn. 3 Gal.; 20.' -2"; Full; 36m O.C. Min. 3 Gol.; 14" x 14tt; 30" O.C. Plumbago aurlculota leodwort Rophiolepls IndIca Dwarf Indian Hawthorn lrrlope muscori .'Evergreen - - Giant" Evergreen Giant MIn. 1 Gal.; 14 tI Spd.: FuJI: 18:H o. c. SOD N/A Match existing where disturbed Sod Sod SPREAD h u ~t)~ SPREAD NOTES: 1. ALL WOOD SHALL BE SPRUCE OR PINE - NOT PRESSURE TREATED. 2. CROSS TIES SHALL NOT CROSS OVER WOODY ROOTS. 3. REMOVE ALL STRING &/OR WIRE WRAPPED AROUND TRUNK. 4. REMOVE ALL STRAPS. ROPES, WIRE. &/OR STRINGS USED TO LIFT THE ROOTBALl. 5. REMOVE ALL BURLAP &/OR WIRE FROM THE TOP OF THE ROOT BALL. HEIGHT 6. TOP OF ROOTBALL TO BE SET SLIGHTLY (2..> HIGHER THAN THE SURROUNDING FINISH GRADE. o I- I ~ ,~.n r ~~+. :0 9~" o HEIGHT . oJ ~O) ~ __ n..~ P9'f.tC __ I~-~~ ~~ MULCH 3., FROM TRUNK MULCH 3H DEPTH PREPARED PLANTING SOIL MULCH 3tt FROM STEMS ..... r~ ~ .. '9' '.. -- --. 3., MULCH LAYER ~lJ SHRUB & GROUNDCOVER PLANTING DETAIL N. reSe 2-2.5nDR~ALL SCRE~X~~ 2>>X2nX4. STAKE 2"X2"X4- S~KE~ ~2"X2"X~ CR~S MEMBER --_/~~Y 1 I \ \ 'IJ II 2HX2HX4. CROSS MEMBER -.J 18"IA1H. 0 ..' I ROOTBALL \\. II }fr j TILLED AND LOOSENED ~. NATIVE SOIL BACKFILL ~. ~.ii.~i;~.,,~~'~'.~,..t~..':.:~.~~.~. m~~r=UNDISTURBED SOIL U :::::: I ~: ~;,,:~::.~':::~-~" · ':1' . :'-" - , ~ !li .:IlI~ ~~yt>~ ? .~ ~;~;~ih~~~t iTLJ_ -- 2- 2HX4H STAKE WI Y - I ,........... ............ r----. - ~ I 11=.........., ."""... 'flf: :llt~IE LMOr ,~-. 'If~J LONG TAPER MINe 18H ~- ---. ....... ~- '-+11 ~ :w;;:I INTO UNDISTURBED ) \. TREE PLANTING DETAIL N. TeS. ((1;) DRAWN BY NOVO DESIGNED BY TK CHECKED BY SCALE SURVEYED BY N/A BOOK NO. N/A VERT. AS NOted DATE DRAYM DWG NAME HORtZ. AS NOted 8/00 2000041 APPROVED FOR ---?"" 4'; ~ &/ /' -/ - CONSlRUCltON h..._. ~ //7, ~ / /,. fLPfloA REGtST/REO 1.ANDscm AR9fTECT , 1238 / v ~ tNVESnOAlE SUORt YOU EXCAVATE CONlRACT NO. 00--0035....PD Joe NO, 2000041 WOOD V ALLEY POLICE SUB-ST A TION LANDSCAPE PLAN CALL LOCAL PUBLIC UTILITY NOTIFICATION CENTER rou. fREE 1-800-432-4nO MIN. ~ HOURS BEFORE \... YOU EXCAVA'fE 5ffEET NO. 2 Of 2 0r~a DinE 16. THE CONTRACTOR(S) PERFORMING TRENCH EXCAVATION ON THIS CONTRACT, IN EXCESS OF FIVE (5) FEET IN DEPTH. SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND; HEALTH ADMINISTRATION'S (OSHA) TRENCH EXCAVATION SAFETY STANDARDS, 29 C.F.R.. S.1926.650 SUBPART p. INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE 51 ANDARDS AS ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY (OLES). 17. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL OBTAIN A NO FEE "CLEARING AND GRUB PERMlTtt AND A "NO TREE REMOVAL PERMITn. . . . ~~.~, FAHNESTOCK. MARTIN B FAHNESTOCK, ETTA 0 2770 APPLE WOOD DR CLEARWATER. FL 33759- 2603 DIXON. FAYE R MENTION. GEORGE C DIXON TARA S MENTION, ANNA M , 2778 APPLE WOOD DR 2774 APPLEWOOD OR CLEARWATER. FL ~~~~~~~~~' FL 33759-2603 ROBERTS. WADE A 2816 APPLEWOOD DR CLEARWA TERt FL 33759- 2605 JETTON. JAMES V JETTON. MARGARET A 2808 APPLEWOOD DR CLEARWATER, FL 33759- 2605., HOWELL. WARREN J HOWELL. JOANNE 0 2812 APPLEWOOD'DR CLEARWATER, FL 33759-2605 GITZEN. LINDA L 2804 APPlEWOOD DR CLEARWATER, FL . 33759- 2605 OAUTEL, THOMAS 2800 APPLEWOOD DR CLEARWATER. FL 33759- 2605 Me KEAN, LOUIS L JR 1032 APPLEWOOD DR CLEARWATER. FL 33759-2601 Ii i., l>" A <;/ . ~~... ~ '" 6"W iJ ../...</ /~~~~~~~~~:~i~ ~~~~~~:~:~~~~'~'~:=:~~~r~~r~=~~:=:=:==:=:=:=:~=::=:=~=~~~~~/ ~1~N~~E~.20.f95.09 ~;?'/- - - - - 50' R.O.W. - ~~ --to;- - - ()~I r \ PJ=rsANITAIl[lATO/AL7/1'lOtHER~RIM ELEV. = 27.13 I t II J' C=35 36' ~ it '<~ .~~ +C\J .-~,.-.. -,,, ::.:. ~'. ,/ 'l ~ '\:':,::/,) ." R=25.00' i ! \. \ , / I 1 I CB=S. 45"00'00tt W REM~~ LIGHT POlE'" r- t\i' 'h':-:'~_:,~~_ ~/... ~ · C=35.36' ! I \ \ : ! )..,.~ / / I I L=..39.27' . ., ~~, ~~ I: ~ fI"-. ~ fD.lJ(J CB=N 45"00'00" W ; i; j t T ~ Ill! ",71;;-P :"~"-"""'>'" .,""""'~<'~ "C'">>'''''/.~. ~J>t:;,.:P~ '>>l'<'-''''''., """",~r,.. ....""-"'~. p, · t : ~ ~. , - - - - CONSTRUCT 170'% LF: or CRASS SWALE: L== 39. 27' ; I I Ii I II \ ~, ~ ~ L.~ ~ ~~ ~ \ ~ t ; l I ~ ~ ~~ I ,t ,: ~' ~_. ._--~~--- ---~---- -___~~w__ 1.1::: i j W II I \ CONCRETE S10EWA~ ',:' ~ 1 ; ~I),I" .F. ,El24.50' I ~ I ~ .p, r: . r;. ! II tI I >n i i . +tC-' ~~t%. : 1tC> ~. !JIJ'-O"-=~ ~ ~D9f~ +~. 1 0 ~~\r, r\tJ ; :: II i2 H I II RElOCA'IE EX WA TER SERVICE ~~ 6} i .", I ~(; V ~ () ~ Af\'1~ ~ l : ~ t t ; ; I 'l:-=';' , f (' ," .~\ ). () ~ _ ~l/ ~ I : I : I 1 i ~ I O! I r I .,~.U ; . (, ~) j It.. rJ 20" ~ ;/ NORTH ,I j I ) 1 t f ~ l I ! I t t~:.. TI l) \...\t'\ J'~ ~ .~. "" 1 ; \ " ! 1..1 II I . .~. I . "'-". h, i,I' rrg--- 7 ., . ~ I I · 'I I i ~I 0; I If .fil! i ~ ~~ 0' tit. ~ ;2:' ()v~..~rr'\(1\"t(J..1 H ; ~ :; I . II . i ~ I r ...y 'r I ,.' 11 A/ ~.IV ..nJ ~ I I ! ! ,I f! Ol{ 1. ~ (~I I:.: {:,~)~)n(,Jit i{-Snnns ~';!)t;.t'~:3 '+;~~L..F\ j~I{(~A~,"""" ~:f.f,~~.., .' v.... ......1> 'V,.I ~flJt ROOT PRUNE :1:120 LF: ALONG ! i ! ': I ~ } l.. fill" V "i.ll~... r ~ \ \I,' T~f"'''''''V'-- .I\...,....)~ .,.t.... ,.~".... ,...'-+ Y''','. ....,.._...... ".... '"~ ......../r J. M~TH ~AJ ITH 'Jnr~ ~ 'D~ It'~ \ t t \ ~ i I 0 If I~ ~~..,q-^~ '" .t.~:.lr\...<. -'-' -'. ~~6$::t ....... --~ ...... -) I ~r ~~ OJ() vn. t!l ~vv Siu&.~ vr Pnvr'O.n;1} ; ! ~; l 'f . :!: (i l ~~ .~I ~. t"~~lt:"-,A. t.\~ i. \,.. _, ,.. _ , ' I q; BUILOING FOOTER. \ I II 1\ ~ . I l_<!.> + It :.t<~.. il : ~ ..-:, V. L ~~~ ,t.Z.J.lA ())l ! ~ I l' + ~. . · ! : I II d l! U2 I' fl..) (.. : ~ ~ I (;~ ,..-.~ .._.~-,--..<. _.....~ ~"<'" r;) 1 I -^" It'. I I ' I t ~ . I . I} t {J)I ! . ,. :1 kt.-; \f f~ . . _ .. . _'" "':;-t+:" + : I !! it ~ I '-'1 II I~, · I r /"t\;..:p,~ L:..<.!:.2_~::...~.3:..~~~\: ~ tI' t ! i I !! ~ to...... ! t \ lOA';\. c' ~ It ~ /v-" 1 ~ ? 1 ~.....,. ("u~r> -,,( "... , . flIr "". L II i . t I II to 0.. II ,t~ f II ~ ~ / I \0. ,~. ., t '-~{\. j-~. ..,?/t3-."+'~~'Fr~'Or2t.. 1 t \ \ I t t I a.. i i k ()) t!~.+P _k -^ 4Jt I MASONHY 'bi r"~ ~'fJ' "J T1Y ; ~ 'I \ . i ~ I , I to I r ^fS. ". I .\.... 'i I ~! ~;;r i : ! i ! I If' I It.. ft,.v + l.....~ I.'.J! Jif" J'f/O ~ {- · I ; · Ii <( II . 0> ~ l' t Il~S N 81'07' tI +:.,...."~..~,, ~~~"...,. 1 0 ~ l l i t t I II ~ ...... 4> ~ . ,I ~~ ~~ d!( In 24 W f J....lO *,W' · lSJ':$). ; I 'I :: I; i~ ~ L_".. ....~ .... "~,,._~... ..+k~~9:" :r~~~~,,"~ .~=". ~...~_~~!I' ~~~ ~1~~flk i1fl.!'lce .;....l,~..'tt~~.;>,n.. ( g, 0 ~~1> q,()tp- 0 ;~~l :! } I II V I '" ()l 0 ,~, U;) L. I ~', ..n. ..... . t fj-'lr~'''1<...-t I ,'0' ~,.,..... 1.l.:.~.. ...1. '11' + 1 J t ;~i l i I .".,,,,.,,,,.-;. ...., . ~...... -."......".. .M.. ~- ..-.....f"".. .... ~\).'~..._,... -..~.....". ....0..,.. · .~ ~_. T' t tl II' ~ I ' ,,' _thr"', T' ";)I\fT ~ < ,,,) . 2 02' (J . . ~ I \ i l i I II l ."-Y",.......... ........"'...'4...."'. ;0'.... ".. ..~.+:.... ~a'.+t.~v... ...>.~...... .....m'~~.....,_:~J) '\"'....L:::ijel~ ~r~'?.:~ ::'~K..l!(.";~~~'O {~~.,..1 · ~JfM:(~ Vi<:: p(!r .,~,' · , ts~; ! I I , ! I { l I ~J' 'if I r['V"\ / ,:.:...'t>..... ...+~..._.r-if ~:~;".' -r..' """kNJ +ktl"+^"V' 6jL. F. \ ,({;~ 'I f f J i ~! .q,....-~ .$"'.,rf ..~'J()1-~ ~"'''''~-''''~'.~nJ~''~ {..~~~ .T'1!"~/~'--'-/~+V ~Jt:,).....t-l' t It J, f f ,1 i i ~ . l " t t.... ) / .' ,;.' i' ")f .'" .'.....~, ,...-~'-'....'T . L- 'tl- I t1 · ~ ,. I t ~ 1 f t f i , w". .", ,I ( ~, K'20.42 '''QJ? '>'.> , 1. f .c1 01 [51 ; i 8 C AY" I (...~...~ '" ~'{:a" ~1"'f,."\..,,,,1j \ '~l >1''' I .... '(1 I -^' " ... +#1 Ii- r~ :' II f tit 'w.{)f 1 t..". ,.,.., .Qr.... ~ t (,I ~Itl ( ../ "'-..?w..4. l t , 1 r.t) {.~\ t.\.h t '-~"C:hl 'r~'( \ '\r' ~ ~ '-I r; ':o,.,:..~ " I, II I " · \J .,...... j ~'\; · t'k~.;....... ~.l /0<0' I'\.~ ~ o~ ,w> ,J ~ t RI'j ELEV - 2 381 t "f I I I ~ > ~. ......:, ....T~..1.I\Y.1 Zl ~!.('1 II M . - . II I !! I ~ <\ t ,,"'> t MUI C~.l Pi P. Y(~i:<OI J \to /! ! ""!'1 (',if" I l;':l", 'f""i' C'~ ~ I . f 1 l! N INV. = 16.3 Ii ~l I j /V . ~~. 'gj ", ~~;~~~\:.-:. '2~~.;;" 16" &27" / "i ~q,J" ,.~i~,~">~~,,~,,!' '.' ~;l~'r';;~~," ..'~ \<: 1 I ~ ;; SE INV _ 16 > I "3" tv .~ ~. ..{ t..., <9' ,..,f"\~.... / "J I ~"'J ~. ~ .." ;1' . '. ',.J,. ... 'J I ! I i I W INV t .: 16 3' 1 i f lie f \ /)( 20.64 "1' (:"1 ~) +1\' \('. (} ~! ~. (J J...~,p. ~~ 4};'R()~ x 20.84 4J ~ . ;, : ; r . _. , ! I, . . ,t'\.\ """ .... :;.:;, . 1 +',.. i/ +'V'" .........-Y _k ' l I i I . . I e~v ,..... \ ....)"' f 1,) , \ [i;) '., 1 'f1 It Ii' . CLEMONS, FRANK L t! II I ,I " !\,o%.,.. 6,., EI ~ \.",..,l'.". . (-~^-:~'J (~~p-,~' 1 t ~. (!rink!ng "I- i\. J J i ; ! i CLEMONS, SHELBRA J I I l ~~~~~ ~\o{\ I. ,.,LY ,rpP Ot..1-')...If ,~. ,~""",\..;f+~ ..~. i-:w-- ..~ .....f-" ,," )'Otm to In {; 0 ~ I · i . < 1000 APPLEWOOD DR RIM ELEV. = 19.97 II III ~ "oc,tS. r eP~" * ("[.......,\ "";Jt" ~. ""f'-+~' ~^_.....}'......J.W(ft~3r .(t) d Ei'<\STH\IG n!\UY~H.D !I i ~ ;i . ' y . ~. <:J \. I "" > 'v"" ""() v ' f.,.... . " CLEARWATER, FL THROAT E EV. l:f= 19.09 Ii \ I I '- +t~. ), 4:>'" C {) ") 3: {~fd~""~~lk' / .~~.~ J ~ SPI9()t ~ .... ./ l ! : l! 33759~2601 SWEIN1NVV. : 1f7.i1 I Ii! , "" r" (("':~:\ (, ',.J~~""""'. n. "J '1~~1 \/ . 11 ; : ;: . . 1J I R=25.PO '- I? (1 -< ,.....\.J 40 "l() , +~..J.tt. ~ . i I I ~! H II I I C=32 50'" I 1'1 i ~/{~.. S'l q I I It6>.. - ~ 11 i ~ ~! I ~ .. t >>," ..,."fl, ~ ,...~::::~"" f.' ~ CD I/) ~ j' ~ ~ ~o "", ~ I i I ~ JI P J! CB=S 140 32 50 E ....... ~.v l,p. .f' ~~f!J f'I <0 ~1- t..~~~' /" Ii. jl "I} II 1. ~ L=3~~8' ~~~ t '\ ~ + 5..... +"' ~~"'1 ",' OLj" + 1\( : ! : ~ ...J. · ~r 0 ~ ~ . v (\ ,~ (I) ~ ~ I (He f i I I II ~tto C ~~ = ~ \ _r ..,t> ~ (i ~ ~~ ~~":- /'/"""!r:-tp ^~() rf'....-..,..,.~~ ~ I ~ I ~ ~ ., ~ U l'.vnt.,::. q ~. . (() I ~ 'l} ..0 5..... ~....~ ".... q,v. ... !\.'W" I ; ; II ~ ~ .\+ "' I ~...,,~- "...m-~" _.....".. +-........ '_'A~' {& t.. . ~ ..."':'" ...+.. .....~. ,. ....< ( .~ "T ) r 1 I ~ /1/;/ ~\ ~ t ~ to~ ""l ~ .\t1 .()' &~r ({) '1 .{ ~ . . .' . II ! : I! ::::.... ............-.t .. ~ .y'f ./; \. . i 6t1 C A. ....~. '~:-:'l..~. r' \, 1 ,~r.J' ~...~. ('Vr! ('~ H't I H'l{~ f.t-=~n (.,~>~ ~ ~ 1 i i '.. ~. ~:~~:~. ............... ~ """, , 1 ~l ~ P "V . ~, +'lA . ",' r-' " . .' ~>> .... ~ ..". ..'-' .' .. ! · l . . _.., . >- ._' ..' \ "t " +.. ,__~, ,. ".., .....~ ...<.........<+.. ~<.. M -'.~.. ~.~ ... . /...... ~.". \ '.. A ~...f '1' ,. , · I , · "1' i ~ · "'_ .. .::::- __ ,- ....?It... ,,,. ..~. S 8'" '- · ). ~''''' ,...J I .;l.. '-(""- rVJlgrH. '/on('}s 'j ! ! !! a; _ RIM El,EV. == 19.~1 '>.... .,.. ~~~_.... . ~ ~" ._~.. ....,.. ""'.A1!!,.539" E ,,() ....... ~ () ~" ~" ~ ... ! i ; t! ql/ THROAT ELEV. = 18.87 ~~ ..~_+~ ~ -,-, ....... ........ . 146"91r""'-~ '- \"t, (8" ~ ',,+f ,p~ . ; l ~ ~ 0:: II S INV 16 19 .--...... -- ""-.. " -... -.,~- ~ _. ~.._', ~~ _ ....... ',.'......~~ ~ Q). .." .......+-....~ .........,...", 'A"-", 1 i ~ } ~ ~ E I N v: : 16: 2 2 ~;: "'k. M_.. · .:::: ~.;;: ;::.':; ::.:::: ';~;~~.:~'~ ~~~':=~'-:::':';G"~ + ~.{\ + "' + ~. . -... "-'~ .....,.... ."... "-"..;'.,, w.... .,~,~...,~.... ...... .~. ......;<. · ...... ..".... '.1,' ....... --..- ,..>(- .,.. .. ",w"J i : ;; # . .:::. '-;... _'_" ... ~~ RIM ELEV. = 19.39''''''~':::::: :.:.-;~.:~.;~~:,:;' "'''' ~~. w.)'~or;~(';-:-;'~ S. :_,... . C\4 '" ; 1 :: 1R ^. _.. "_.. .~::."::::. '^'~. _~ ~ THROAT ELEV = 18 48 ~o ..... ........ ::~~~...;::.. --:::...:;:r<l~W(ftk~"" ~ . J!.1 Q5'J9" r:- I Ik>ee~ v> ~ I I 1/ p.-,J ~ .............. '-'~'" ...:.:::::. ..""'..... ......... E INV 17 5. 5 · '(} ""'t,: .';';: =:::< ,,-..~ ...:..."~... .... '''''\")j,,,;~ tp <<) It) " · " I # . == _..... "...::,. '::.:. _.._ ~~.. . =. ><20.23 .~ '2 ~ :'^' ~,,::: :::::;€. ..;:::- ..:::Q't::.........J 96..Z;t""... "~"" ...~ ~ 0 R=25.00! ; H ~ (j .fb ":-~ R =18.99 .....,. '-..~ -::.-:::.. ':~,:. ":.:::' ME J~V. = 17.19 ^ ><20 44 ~"t,; GtArb 7~;"" :::~:;'~:::~ :::?,<~_:;':"''':::'' .~.... '''_ .~ _~ ..~ z C=37,99' I ; H 4> N INV _ 15 27 .......,.. '/'04_. "':;:""'. -.......... ft...~ .." 8ItCLl7"(:>. ."',......... ....,'~,..: '~...."..... ,,':::-- ......... . n~.....'v"'# .... ~ r...~.. .....~ CB N 49~7'1 On E s. t i ~ ~ . _ . v.. _" _ ...~...."'" '1:\\ A Y ..." ..,~ < , :::':'. .*! . .... ....... . '-" . .....~." = ~ \ I . I ~. ~t1 S IN V. = 15.26 .....:. '::.:t .::...... ....... Q)'Oj ~ 20.45 P A t::l '- .. ~o'::.::7 :<::::.: :-.... ......~ " .... ....... '...... ~ .. -- S L= 43 16' I I I! "" "'- ''',. .::::::: ::..::: ::;';';, ;.i::: ;"'''' _'_ ~ ~ ~tl k' -rR .~ ....,. '."'" :::::: ::::: :::::: ~.~;~~: ';;,.'.: ~.'::.: :...... ....:. .:~.~~- . .,," ......~1"~'39" E. / ;/i! '<t~ () (0);;;' ...;:" ::.:;::. :.;:: , --... o+,p. 50 R O. ~ I j A I ~O. 9t AN'" .... .. ..,':::: ':::-. - ..-.... · '" . ". ""-. '-. f22 ''4.5~' . · ; .. . . , .. .A, II'lJ ". "'." '00:..,.: :.::':= ~ ".::: :::::. ::~:; _. ~.. ~_ , tp E ... ~ b:J :::::: ::::::: .:- ":: :. ::::~ :~;; ~;.... :..~ ~ ~.. ,,, : .~~~. .~:~ ~. .. :.: ~ '" ... ... .. · ... -~..... ....... / /.// RIM ELEV = 20 4 ........ '< " W "'''.~. , t6> <0 '''.. ...".. . ..... ....... . -- ..., .... / " ~ · ~ '. ""-.. . :::.~ ::::::-f::::::: :. -.. . ....... .~ .. " .... ..... ~ :~::.' :.:::~: ::.~~ ~.,..:~ :' :~..:~ -;:;--.:." >.... N ~ NI~ V"= -; J. ~-i 2-.... - ..... ::::~: .::'.:::: :::::':: ;:::::: :~:.:: ....,,, ...... [;J : . ......,.. ...... . ..\....~. .:~.:,:~ ~,~:.:~: ~.::.:: .:.::' ::~:::: ~:::: HUNTER. RUTH P 1024 APPLEWOOD DR CLEARWATER, FL 33759-- 2601 ROBINSON, JOE L . ROBINSON, DELORES 1016 APPLEWOOD DR CLEARWATER, FL 33759- 2601 JACKSON, BRENDA TEST C/O JACKSON, ANTHONY 1008 APPLEWOOD DR CLEARWATER, FL 33759-- 2601 center Of see 8- 2~-16 SITE PLA.N . '~ SCALE 1 tJ = 40. :' . I' GENERAL NOTES " , 9. THE CONTRACTOR SHALL PROVIDE SUITABLE BORROW MATERIAL, APPROVED BY THE ENGINEER, AND INSTALL SAID MATERIAL IN ACCORDANCE '14TH THE PLANS AND SPECIFICA TlONS. 10. THE CITY SHALL SUPPLY CONTROL POINTS FOR UNE AND GRADE. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE 5T AKE _OUT OF THE PROJECT, ELCm./cABLE/lEt. UNE, GRADE, SI.,OPE STAKING OR ANY OTHER 5T AKING THAT MAY BE REQUIRED TO COMPLETE THE PROJECT IN ACCORDANCE WITH TJ.IE PLANS AND SPECIFICA TJONS. ANY AND "ALL EXPENSES INCURRED FOR THIS WORK SHALL BE INCLUOE:O IN THE UNIT PRICE BID FOR OTHER ITEMS. NO ADDITIONAL PAYMENT SHALL BE MADE FOR THIS WORK. '. ! , . 12. OVERALL CLEAN UP SHALL BE ACCOMPLISHED BY THE CONTRACTOR IN ACCORDANCE WITH CITY STANDARDS OR AS DIRECTED BY THE ENGINEER. ANY AND ALL EXPENSE'S INCURRED FOR THIS WORK SHALL BE INCLUDED IN THE UNIT PRICE BID FOR OTHER ITEMS. \ , 13. THE CONTRACTOR SHALL ENDEAVOR TO PROTECT PRIVATE PROPERTY. ANY DAMAGf: CAUSED BY THE CONTRACTOR IN tHE PERFORMANCE OF, HIS WORK SHALL BE CORRECTED TO, THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR,S EXPENSE. PAYMENT SHALL NOT BE MADE FOR THIS WORK. 6. ROOT PRUNING WILL BE REQUIRED PRIOR TO THE CONSTRUCTION OF THE BUILDING FOOTER. THIS WORK WILL BE INCLUDED IN THE PRICE BID FOR CLEARING AND GRUBBING. 7. MAINTENANCE OF TRAFFIC WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL MAINTAIN TRAFFIC UTILIZING FOOT STANDARD . SPECIFICATION SECTION 102 AND FOOT ROADW1\Y AND TRAFFIC DESIGN STANDARD, STRUCTURES, AND OTHER FEATURES ARE SHOWN IN ACCORDANCE WITH THE BEST INFORMATION AVAILABLE AT TIME OF THE PREPARATION OF THESE PLANS BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. 2. THE CONTRACTOR SHALL VERIFY THE LOCATION, ELEVATION, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES AFFECTING HIS WORK AND SHALL COMPLY WITH ALL 5T A TE. COUNTY, AND CITY ORDINANCES AND OBTAIN ANY NECESSARY WORK PERMITS THAT MAY BE REQUIRED PRIOR TO CONSTRUCTION. 3. UlIUTlES TO BE ADJUSTED BY UTILITY OWNERS, 4. THE CONTRACTOR SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES IN ORDER TO PERMIT THE RELOCATION OF THE EXISTING UNDERGROUND UTILITIES IN ADVANCE OF CONSTRUCTION. CONTACT SUNSHINE STATE ONE UTILITIES NOTIFICATION CENTER AT 1_800_432_4770. 5. THE CONTRACTOR SHALL COMPLY WITH THE PROVISIONS OF THE CllY OF CLEARWATER LAND DEVELOPMENT CODE REGARDING TREE'REMOVAL, SITE CLEARING AND LAND ALTERATION REGULA T10NS. 1- PROJECT LOCA TI ON S.R. 590 . o n::: ~ : t ~ ~ t i 1 ~ ; l r t : : I f ~ 1 ~ . , t i i ; I 1 i , l i t ~ t j I ; } ~ if ) c t 1 i ' ~ I l.i \ t ! ! J ~, l ) ,~ 1 t ) t ~ ! t ~ { f t f 't } I : t t ( ; I f l I ; ~ W \; ~ t ~ l) -J It Z f~ W 11 > If <(;tll . ~! o ' f OO::!l Obti to {' O !\ J 1 . ~ }'! :::a- j I ~ Ii --' t: <( i: lL. ;1 : t t 1 ~ i : 1 ~ ~ ( ) I ~ 1 i ! ! : \ 1 t : : t i f t : J 1 l i i 1 . . ~ I ~ ~ : 1 t 1 f I ; 1 ~ , ,t I ; 1 ~ '; f J \ 1. 1 ~ t ~ } t t ! l \~\ ~ \ '\ \. ~,... " \:...~:.~ '~~." ',.;:::-.::::- ,,~::::::- .:::::'..';: :X~:'.:'::' ..::: ::~ 1) ~ ~ ~ t 0) ~\). ~ >- :r: z <( . (f) 2 . I ::> 0 <( 0 U 0 ....J 0 DREW ST. t i ~ } ~ ~ t ) t 1 ~ I z W .....J ..-J ::) 2 u 2 HOFFMAN. MICHAEL P 1101 F AIRWOOD AVE CLEARWATER, FL 33759-2630 w n::: o ~ ~~'( AVi. ADCOCK, T ANNA S 1041 F AIRWOOD AVE CLEARWATER, FL 33759- 2~28 ~~ STEINBACHER. JOAN M 9212 111TH ST SEMINOLE. FL 33772-3038 LOCA TI ON LEGAL DESCRIIPTION: EXISTING SITE DATA AREA PERCENTAGE GROSS LAND AREA 149,669 S.F.=3.44 AC. 100% GROSS BUILDING AREA 3,489 S.F. 2.4% . OPEN/LANDSCAPE AREA 123,445 S.F. 84.5% PAVED AREA (RECREATION)* 22,735 S.F. 13.1% pAVED AREA (VEHICLE) 0 0.0% SA TE5. DA VlD R CLARK, ROBERT 0 2165 13TH AVE SW LARGO, FL 33770-4749 Commence at the center of Section 8. Township 29 South, Rang~ .16 East. and run thence S 89. 16' 20" E. 167.90 ft. olong the Quarter section line. run thence N 08- 52. 36" E, 58.36 ft. to the Point of Beginning; thence continue N 08- 52. 36" E. 53. 75 ft.~ thence N 81- 07' 24tt W, 90.0 ft.; thence N 10- 55' 24" E, 110.07 ft.; thence N 81- 07' 24" W, 132.02 ft.; thence S 01- 26' 27" W, 165.05 ft.; thence S 81- OS' 39" E, 196.73 ft. to P.O.B. PROPOSED SITE DATA AREA GROSS LAND AREA 149,669 S.F.=3.44 AC. GROSS BUILDING AREA 4t 759 S.F. OPEN/LANDSCAPE AREA 121,972 S.F. PAVED AREA (RECR~'\TION)* 22,938 S.F. PAVED AREA (VEHll .) 0 PERCENTAGE 100% 3.2% 81.5% 15.3% 0.0% IMPERMEABLE SURFACE RATIO 15.5% Me GEE. MARGARET M 1017 FAIRWOOD AVE CLEARWATER, FL 33759-2628 Together with: Block 15, Wood Volley Unit 2. os recorded in Plot Book 68t Poge 45. of the Public Records of Pinellos County, Florida. I~APERMEABLE SURFACE RATIO 18.5% PEREZ, MILAGROS PEREZ, 'EFRAIN 1009 F AIRWOOn AVE CLEARWA TER, 33759-2628 " *INCLUDES ALL SIDF'A'ALKS AND PAVED PLAYING cor Iqrs' ALL VEHICULAR PARKING IS PROVIDED ON STREETS AOJACENT TO THE PARK. WRIGHT, COMEY WRIGHT. ELIZABETH C 1 001 F AIRWOOD AVE CLEARWATER. FL 33759- 2628 STORMWATER. RETENTION REQUIREMENT DUE TO THE MINIMAL INCREASE OF IMPERVIOUS AREA TO THE SITE, THE CITY OF CLEARWATER IS REQUESTING A NOTICE GENERAL ENVIRONMENTAL PERMIT BASED ON THE DISTRICT RULE OF 40D-400.475(d).. RUNOFF FROM THE PROPOSED BUILDING. WILL BE CONVEYED VIA A GRASSED SWALE THEN SHEET FLOW OVERLAND TO A STORMWA TER DRAINAGE STRUCTURE AT THE SOUTH WEST PORTION OF THE SITE. ..,..,.... :'.:::~::;~.::: .:::~.:~~::~:: .:.~:':,.::::..: ::::::..- ::':~:.: \w'\" ~.. .~::~ .::J: /"'."..._ ~~, \. EX. 5. CONe. S/W 11.8. ~. ~A~L 5.9' ............ ~ ~ - PROP. BLDG. PAD F.F. ELt 24.50 0.5' SWALE SECTION A_A NOT TO SCALE PROP. BLDG. PAD F.F. EL. ,..24.50 T' EX. FENCE D. 24.4' 13.6.~ DRAINAGE NOTE; DURING CONSTRUCTION PERIOD EROSION /SEDIMENT CONTROL THE CONTRACTOR IS TO PROVIDE EROSION CON TR.OL/SEDI MENT A TlON BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY,: ON SITE WETLANDS, STREETS, STORM SEWERS AND WATERWAYS. IN ADDITION. CONTRACTO'R SHALL PLACE STRAW. MULCH OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED · JRAFFIC IS TO ENTER AND EXIT THE SITE. 1Ft IN THE OPINION OF THE ENGINEI:R AND lOR LOCAL AUTHORITlESt EXCESSIVE QUANTITIES OF EARTH ARE TRANSPOR'TED OFF SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRAc.rOR IS TO REMOVE AND CLEAN SAID EARTH TO THE SA T1SF ACTION OF THE ENGINEER AND lOR AUTHORITIES, . , , 14. ANY ,DAMAGE 'TO STATE, COUNTY, OR CITY ~'OADS CAUSED BY THE CONTRACTOR'S HAULING OR EXCAVATION EQUIPMENT SHALL 'BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE ENGINEER. . PAYMENT SHALL NOT BE MADE FOR THIS WORK. 15. SlJRVEY INFORMATION PR!OVlDED BY POLARIS ASSOCIATES INC., 2915 S.R. 590t SUITE 17. CLEARWATER FL 33759 AND BY INTERP'RET A TION FROM AERIAL OVERLA V. a. ALL EXPOSED AREAS TO BE SODDED WITH LIKE KIND, WITHIN 24 HOURS OF EXPOSURE. ALL DISTURBED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION. ,'. i I RECORD DRAWINGS , ",'I"~"'~ ",~J.. SEA L,""-:.. \\\ ~ o~~ ,~ () I -.,I- .... ~ ,\ /; ~ ~ s ()'.". ~ ~ ~ 25~ ,~~ ~S '::. '-i --- ~ ~ -=:. ~~ .s> \~ -:......... ~ I ER ..~ I'" ,~ ,,, "'~;""', , CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISl'{RATION ENGINEERING 100 S. Myrtle Ave. Clearwater, Fl 33758 ---- ...--.... 1.5. SWALE SECTION S-S NOT TO SCALE / . I (\) /) Ct. I" (-" c~ c)~ ORA~ ~ovo, AC SCALE VERT. AS NOted i1 (Q\\ V OESlGNEO BY AC, TK CHECKEO BY MOQ SURvrnDBY N / A --: ~~00f( NO, N / A DATE DRAWN OWG NAME 8/2000, 20000041 ~~J 1 OF 2 .~ I, CONlRACT NO. 00--003S.....PO .JOB N02000041 IN\6lIOA TE BEFORE YOU EXCAVATE WOOD V ALLEY POLICE SUB_STATION SITE PLAN SHEET NO. CALL LOCAL PUBLIC UTILITY NOTIFICATION CENTER Tau. FREE 1_800-432_4770 MiN. 48 HOURS WORE ~ EXCAVATe SURVEml BY DRAWN BY RE\1EWED BY PROJECT ENGINEER DAlE APPROVED BY . CiTY ENGINEER MICHAEL O. QUIUEN, P.E. , 33721 DATE REVISION BY DATE HORtZ. AS NOted '.',:.'~~ 9ftY3~' APPROVED FOR CONSTRUCllON CITY ENGINEER MICH O. ~JUENt PtE. , 33721 DAlt 2 I I f ~ . it ~ \ 1 I h 11 " ell ~,1i ...,.) fJ (~.) tl (::~.: I ~ (1) ';I>~'"'''' i t h vH :.~~ +1 8"CLA Y i=>~V:,~T~"^' I I ,/ /I //' " ~ ~)2;" con (; cu rb ~ /r'/ ''''-;''"''0.. ....~ "1M.'.. ....... r \' ! r) r" ; ~ '\ ~ cl \_ .-'\ t',~..)/ SOl) \. ...f ./ t) "./ .~~ ~ ...~~:_.. ~:-:~/.. /' ~ M F \. ~.::~., , t...,.,) ......::.'-;.") . n. . ~ -- ,.., \ I · ~ 1 ~.,~ ~ ~ ~ " ~~.. ~ ~~ " " >:.._...__.. w.__.......... ..." -:- ..._,......._._~:.._ j{ ..,.,...,..,.." ff)fL ~QO "-~-1 · '_0" ',") ! ..,~.2.. .~_..-- ,,~ ? : .,;; ~;~ , '~~"'l 'f" ~0 \:;J,,~ . - ';:/,' _ .....------'" ~ ~.", , C--;J' ..' /;) c)j \ ? .~~~.. ('"~cj ,~ \ '~\,~._~ ~ " \., .... . ~ -~. 6 " ~ ~ . '~':':':~,' -------~~~~/ :=:::~. :.~::~.=~~: :::::~:~~..: ~'::'.'~:~::' ::::~'~::.:~~:".::::::: ..::.:....~:: :~...::::~.:~ ~:~":. :.:.~ ',:::=\~'::::~l' :~:::.::~: ,.,~ ~ / t.,(6 GP< " '1-, r::: '.' L'-/O . f'/V / -", /'-'~" -..',.... " V~ Q .--:: -::-::-) ..., ~(5, j -(k1~ ':'~~ ".~ . J) \ \. \\, ~, V;> _3 ,~ 1. The Landscape Contractor shall grade all planting beds, as required, to provide positive drainage and promote optimum plant growth. 2. All trees, shrubs and groundcover plants shall be graded as Florida No. 1 or better as outlined by the Florida Department of Agriculture and Consumer Services, Division of Plant Industry "Grades and Standards for Nursery Plants", 7th Edition, 1998 or os revised from time to time. 3. All Plantings shall be done in accordance with the Florida Nurserymen's and Grower's Associations approved practices. 4. All plants shall be fertilized with Agriform 20-10-5 tablets as per the manufacturer's specifications in con junction with note No.5. 5. All planting soil, if specified, sholl be the approximate proportions as follows: 50% sand and 50% organic material consisting of native peat, well-decomposed sawdust, leaf mold and topsoil. It ,.shall be a good pliable and thoroughly mixed medium with adequate aeration, drainage and water-holding capacity. It sholl also be free of extraneous debris, such as rocks, stones, weeds, etc. 6. All planting areas shall receive a minimum 3" layer of Shredded Cypress Bark Mulch, . which is to be watered in after installation. 7. The "Plant Material Legend" is presented for the convenience of the Landscape Contractor. In the event of a discrepancy between the plan and the legend, the plan shall prevail. 8. All plants shall meet the minimum container. size and spacing specifications. Any plant material not meeting the specifications sholl be removed and replaced at the Landscape Contractor's expense. 9. All tree, shrub and ground cover locations are subject to change. All locations must be approved by the City Project Manager prior to planting. 10. The Landscape Contractor sholl be responsible for examining fully both the site and the bid documents.. Discrepancies shall be reported to the City Project Manager in writing at the time of bidding or upon discovery. No account shall be made after contract completion for failure to report such conditions, or for errors on the part of the Landscape Contractor at time of bidding. 11. The Landscape Contractor shall be responsible for securing all necessary applicable permits. licenses and approvals required to perform the work set forth in this plan set and the specifications, including fees. 12. All plant material shall be bid as specified unless unavailable, at which time the City Project Manager shall be notified by telephone and in writing of the intended changes. Said changes must be approved prior to the commencement of work. 13. Any and 011 questions concerning this plan set and the specifications shall be directed to the City Project Manager at (727) 562-4737. 14. There shall be no additions, deletions or substitutions without the written approval of the City Project Manager. 15. The Landscape Contractor shall guarantee, in writing, plant survivability for a period of twelve (12) months from final acceptance by the City Project Manager. 16. All dimensions shall be field checked by the Landscape Contractor prior to landscape material installation. Discrepancies sholl be reported immediately to the City Project Manager. 17. All Materials shall be as specified on the Landscape Plan and Specifications. If materials or labor do not adhere to the specifications, they sholl be rejected by the City Project Manager and proper installation shall be carried out by the Landscape Contractor at no ad(litional cost. 18. No contractor identification signs shall be permitted on the project, except for the specified project identification signs. 19. Existing sod sholl be removed as necessar. :> accommodate the proposed ....'antings. 20. Any existing sod areas that are disturbed auring the project that are not ~cified to recei've other treatment shall be resodded to rrlotch existing. 21. The Landscape Contractor shall be responsible for the collection, removal and proper disposal of any and '011 debris generated during the installation of this project. / i i j 1. A low volume irrigation system, that provides 1 00% coverage to all proposed landscape plantings will be designed and installed by the contractor. 2. The proposed irrigation system must meet or exceed 011 applicable City of Clearwater code requirements. (i.e. Bock Flow Prevention, Automatic Rain Shutoff Devices, etc...) 3. No trenching of irrigation lines will be allowed within the protected radius of any existing trees to remain. 4. Irrigation Shop Drawings must be submitted and approved prior to the commencement of work. 5. The irrigation system must be installed and inspected by the City ProJect Manager prior to installation of mulch. 6. Irrigation as-built drawings, which accurately and clearly identify all modifications and/or substitutions, must be submitted prior to final inspection and acceptance of the irrigation system. 7. The Landscape Contractor will be responsible for 011 electrical and water hookups required for the proposed irrigation system, including any required permits and fees. 8. The Landscape Contractor will be responsible for coordinating the location and placement of the Irrigation Control Timer with the City and the General Contractor. 9. The following irrigation system components will be utilized. per the manufacturer's specifications. (Any and all substitutions must be approved, in writing by the City Project Manager, prior to installation.) Toro- Netafim TechLine Self Cleaning. Pressure-Compensating Emitter Line (One line on each side of each row of plants & a loop around each tree.) HARDIE - Raindial 6 Station Outdoor Control Timer Richdale - 214APR 1" Electric Valve Amtec - 1 0" Round Valve Box ~.> GI'en Hilton - Mini-Click Rain Shutoff Device V- 2_.. ~: 'C~ ~ ,.,.J>" . .... '> \ '-.- ...", " ~<"'.' .' '\ "\ "'\ . ~,r:;:"~,.,.,,~,, )'" "'( ,.j/.-~ ~) ~ ~.... ~~.....~,....,..~." ....~_.._..-,,.._... ~,,'.w..-."''''''~''. .._~......a........ "..........'..........',. ...~........,'_;-o*" --~.,............... .~"',...'-............. ......-.......,,-..... ~t.n,"\.,..............,....'"' ,v'........."I""-'Ct".,,~ jll\,........,....~J ......... "., .....i'-'"t#-,.."....... ~.._v.~'fI.......,..",.., "p~\o,W'~..,~.., .....,.~...... "........-'..\)Ior"I!> ~...,..;6...t-.,.,.;.".... ""~Y.''''''\'''''''' ...........h-r"..~ 1~,,4' ....,.~~y,[>....A. ,~)..v......"",,4J"hl,.,." ~...'." .......iV..,~.\II'" . ...."','\...:......:.'" 4i.~~. '....1' ,........)r....."",...... '''"'''''~~IM ,....,c,..-.,... .....,.>....;:\4"......'1'-' -.,,'-r:# "...--'" APPLEWOOD D RIVE 50' R.O. 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',:,:,:.:::!~:-;:,~:;:~~:;:::~.. v..__u<.....~..;f~l 1 I ( I 'l r'~ ...., ... It! I · ) J (~~) I C) ",I J I . · t.-~f\i~ ro r--..."'1{...~._..'l \ { ,.~: "". /. I I \1 --' ! ---",..,'/..t:::.:.T+....-(,'._.~,..~_.~ .._~..~_~.__~ ........._..__.~~."'.__..::~~::.:.:._~. _.~._~~,..~~... ....-..--....-.-<<_..~ ~..._-_..._.."..::.-/ L.. · 1. ! {"'~l -if I I t <>'J II /X.... !r'~" "."''''''i \ ) l \ * LJc;J [ ,t f .l. 2:5. ~3' ,,-_.. /" ...."" II I \ r'\...,...y\,.,j....--[7 Ie lee t r i c ~ 0 < LA N D SC APE P LA N ..'^."~..~__~.N_."..._.. 1 i '....7 y) SCALE 1 " - 20' ~ 1 {..~\ n \---"\ f'....) I ~I .....,.......'1" J 'f\. f J .! / I 'it f f / I I PLAN T MA TERIAL LEGEND: SYM. QUAN. BOTANICAL NAME MF 2 Myclonthes frogrono Simpson. s stopper Min. 15 Gol.; 5'-6' Ht. X 4' Spd.;- -Multistem CA 4 Crinum osiatlcum Crinum Lily Min. 10 Gol.; 30n X 30>>; 48" O.C. PA 55 Plumbago ouriculoto Leodwort Min. 20~ _2>>; Full; 36>> O.C. LG 183 Liriope muscari "Evergreen - - Glantft Everr'.-qen GIant Min. 1 Gal.; 14" Spd.; .,: 18>> o.e. soo N/A Sod Sod Match existing where disturbed t pone 1 r~ r.....\ f t t ' I,,,,,, ~ , ""'" r"''' ,..." t--..:f c.'....,},......."\ K .,..... '-r J"'~. $~""1 1 i J ('<. l t r 1"" \~,..I V l ~,.,!" L~) \.J ~.) \ t:~ \.. tJ \~A I t \-p' \.).) ~. f SPREAD ;j 18"G~b~N~~~~~ FOR SHRUBS HEIGHT MULCH 3., FROM STEMS NOTES: 1. ALL WOOD SHALL BE SPRUCE OR PINE - NOT PRESSURE TREATED. 2. CROSS TIES SHALL NOT CROSS OVER WOODY ROOTS. 3. REMOVE ALL STRING &IOR WIRE WRAPPED AROUND TRUNK. 4. REMOVE ALL STRAPS, ROPES, WIRE, &/OR STRINGS USED TO LIFT THE ROOTBALLt 5. REMOVE ALL BURLAP &/OR WIRE FROM THE TOP OF THE ROOT BALL. HEIGHT 6+ TOP OF ROOTBALL TO BE SET SLIGHTLY (2..) HIGHER THAN THE SURROUNDING FINISH GRADE. SHRUBS AND TREES ;"" All trees and ShrUbS Shall be ferf'ilized With "Agriform" 20-15-5 Planting tablets at time Of installation and prior to comPletion Of Pit baCkfilling. Tablets Shall be Placed uniformlY around the root mass at a depth that is between the middle and bottom Of the root mass. APPLICA liON RATE: 1 Gallon can: 3 Gallon con: 5 Gollon can: 7 Galton con: SPREAD Trees: Polms: 1 - 21 gram tablet 2 -. 21 gram tablets 3 - 21 gram tablets 4 - 21 gram tablets 3 - 21 gram tablets eaCh 1 /2" Of caliPer 7 - 21 gram tablets ALL SHRUBS/GROUNDCOVER TO BE TRIANGULAR SPACING. SEE PLANT LIST FOR (O+C.) SPACING. 3>> MULCH LAYER 2-2.SnORYWAlL SCREWS ROOTBAlL TILLED AND LOOSENED NA liVE SOIL BACKFILL PREPARED PLANTING SOIL FERTILIZER T ASLETS AS SPECIFIED. PLACE . UNIFORMLY AROUND ROOT MASS BETWEEN 'MIDDLE AND BOTTOM "w ." OF ROOT MASS. , UNDISTURBED SOIL 2...2nX4>> STAKE WI LONG TAPER MIN. 18~ GROUNDCOVER AREAS All groundcover areas ShOll receive fertilization With >>Ozmocote>> time release fertilizer as per manUfacturer,s speCifications. 2nX2HX4' 51 AKE 2ttX2>>X4. CROSS MEMBER o. C+ SPACING . ::~! BACK OF CURB I BED LINE 3 TO 5 TIMES WIDTH OF ROOTBALL SHRUB & GROUNDCOVER PLANTING DETAIL N. r.s. 2t'X2>>X4t CROSS MEMBER PLANT SPACING DET~IL (SECTION) N. T.S~' 2nX2ttX4' STAKE TO 5 TIMES THE WIDTH OF THE ROOTBALL '.i. ,'. ! TREE PLANTING DETAIL N. T.S. RECORD DRAWINGS ~ ,,'I""'~''- ($) '. I' EA " IN'JESTlOA TE ", ~ S L,"'-::. CITY OF CLEARWATER, FLORIDA BEFORE YOU SURVE'tEO BY DRAWN BY \\ ~ 00.":. EXCAVATE ~() I ... CALL LOCAL PUBLIC ~ ,\ /; (l ~ PUBLIC WORKS ADMINISTRA TIO N REVIEWED BY SO" ~ UTILITY NOTIFICA liON ~ ~ C5~ ,~.-.-... ~S CENTER PROJECT ENGINEER DATE ~~ .-.-... 9:~ '"::. ~~ ~ \~ TOll FREE APPROVED BY -:........ ~ IER ~ .." ENG INEERING 1-800-432-4nO 'f~~. REVISION ....~ " MIN. 48 HOURS BEFORE ".~ \ SUPER'IIstNG ENGINEER DATE BY DAlE ~,~"",II YOU EXCAVATE WOOD V ALLEY POLICE SUB-ST A TION lANDSCAPE PLAN DRA\\W BY N DESIGNED BY'TK CHECKED BY CONTRACT NO. ovo 0O-OO35-..PD SCAlE SURVEYED BY N/A _BOOK NO. N/A JOB NO. VERT. AS NOted 2000041 DATE DRAWN 8/00 OWG ", NAME SHEET NO. HaRtZ. AS Noted 2000041 2 Of 2 APPROVEO FOR ~ ~. . ~ ?--~--c5f) CONSTRUCTION · ~e---/J. -.9----1 , FLORIDA REGISTERED LANDSCAPE ARCHITECT , 1238 DATE ~ -~ ~ ~ ~ ~ ~ ~ r--l co ...q- I----.J r---T E o CfJ n OJ L-.J 1--. o o o N ~ L() o ~ m o I--.J ..---, Q) 3: -0. o o n 1"') ex) o o o / co o o o / C) L-J ROOF ~IDGe 12'~!;1I A.FF, eOFFIT "~4u ArF., TOP OF WIN00W5 (blcn811 AF1=. FINlel-l f=LOOR (D1_f2)1f GRADE vAF<fEe ROOF ~IDGE 12'-:;u A.FF. eor=t=lT '1.4" APF, TOP OF WINDOWS 61-8" AFF, FINI51-1 F=LOO~ 0' ..ft)" GRADE V AF<IEe / / .. 11''' . , . .... ' ". / :. t. ..: . .. .... . . to . It.... .." . ".' . :. 411 .. .. ,'. . .... ." . .... ~ .. ",t> .. .: \,: . .. " .. .. : "'.. .. ."'.. . . :. ... .. . . .. . . ...... . ". .' '1 . .'. '. . . . . . . ... , , , , , . . '. . .. .. .. III .. ." " . '.' .. ( . ... .. ::. ." . I II . I, '\.,," , .. / RIDGE VENT A5FI-IAL T e~INGLEe .. .. ...: . .. .. .. . . ". I .' ',' '. ,. " ' '. .:., '. . :. ...' ." ~ ...' . ...' . .. ".. .. .. . .. .. . II' '. , ',': . .. . :. .,. :':.,. ..' . .' ' :" . .. f . . .. . I . " ,to " .. .. . ..." . . . .. , , . . .. .. .. .. .... . . .' If .. '" .. ".. .. . . .~...' .~. ': 7-., ".~. " -:-:--, '" -:-:-:- '. '. '.~ . . , ' . :..'. '. . . . .. '. '. . "", . to ., . , . " . " . ,..' , ',-::--- " '.----:- . "-;----- : .'~, '. "'~ ". '- .' ':----:- ,. ,~ '.::--;-- ":' ~. ' , '..' . . '" .. NORni ELEVATION SCALE: 1/4" :: 1',-0" ._~ _:~: . , . '" . It.. ,. ~ . .. " ,. " .. . ..' , .... .... , . .. ... II , . .. '. .. . , . .. .' . .. ..' . .. 41 . ..' .. . .. .. .. .. '. ,.. ..,,:, ... . . . '. .' , .. ,. ". . . , . . . . ., ,. . . .' . . . , . ... .. <I " . ., .. ~ . .... . "<.'~ ~"'. ~. '. .~- :'. .~. "'.:~':". ,~' . . SOU11li ELEV A nON SCAL.E: 1/4" = l' ..rZ>1I 5LOFE . · ""'4 ROOF PLAN eCALc: 1/4" :. 1'..~" . :'. -:." '" I I . . . .. .'- ( ) " . .." I> . .. '. I> I .. I" . . .' . .. . ... '''.,. . ~ . ,. , . . , ....: . . . . , . . . ,II ..... , ,. . " ' I, '.. , 1 , . , . :.' II I> . . .' ' '.'.. . .:. . .. . . . . iIo ... .. . ; .. . . . ""oo . " ". . . . . . . II I .. II , , . .." .. . ," ~ ." '. . . I ~ . --- . --- . ~.. . ~ . . . . . ,I.... . . ,- :' --:--' .'.. ---:---, .,', ~ .... - " .. ' . ~fD6E veNT A6PJ-lAL r 5J-1INGLE6 ) ..... ..:. . :.... '1 f I..... ....:..... . , , .' " , . .. -. .. . . . .. . ,.. ,.' . II . , . , . .... I. I ,'" .' . , ~ : '.:-.;.' :. ~.',. ~" : ~ ,.....~. DOUJN5POUT LOCA TfON~ TYP, ~ ............... ......................... ~ ~ ~ ~ ~ ~ ~............. ............... ~ ~ ~ ~~ ~ ~ ~ ~ ..............""..,..".. . . " .. .' .. I' 't ... ..' . . . . I, : f"" ..' . . ., .. ~ " -.. " . . " ~ .. ~. I ~ I . .. .. II .. .' .. New 4" ~tDEWALK, 8EE el-lEET AJ FOR MOPJ: INFOF<MATfON. ~'DGE veNT 6LOfOE ~, ~jt ............... ..~ ~ ~ ~ ~ ~.......... ~ ~ ~ ~ ------------ ............... ......--..-..,-- ~ ~ ...~ ~... ............... ~ -------.-. ~ ............... ~ ~ ill ll.. o -l q) w & -1 (J) .~ 1/2 It 6TUCCO 6AND FINI6l-} FAINTED, TYF, COLOR eeLecrED BY OUNe~ 112" e rueco eAND FINle~ FAINTED, wrYF. COLOR 6ELEC11:D BY OWNER ~~~ <-------~~- TJ~lI...~------ .1I~ -.-.............---.1... RIDGE VENT to,. .. .. " . . . . .. . .. . . II .. . .' . . . .. . . . . I" .. .. . I . .. EAST ELEVATION SCALE: 1/4" :: l'yselu , . .. . ." ..' - . .. ...... . . . , t#' . I . . , . .. " . , . I .. ..' .. III ; .... __ .. . , . II .. I . .' .. . '" 'I. .. . :- '.:----. ~" ~ . .- " ~ .... ---:-:- .': ~ .,.:.~... ~ ~'. , . -- "". . .": .. , . 11"'\. rJ:J ( - A6P~AL T ~INGLEe . . . ...". . . \ ' . . . . . '.. ." .' . '. .. .;" . . , . . ." . .. .. . . . .. ...'. ,."" ., , .. . ... . .. . ... '" . ... ..,.. .. . .. f ..' ' , .. .. . .' ." . . RIDGE VENT ~ A6FI-IAL. T 61-11NGLE5 . . '" .,." .. .. , .. .. . " ..:. . . . '. . '. '" '... . . . . '. '" . '. .... '., .' '. '. . . '. '1' . ':. . ':. . . :.., :: .' . . '. . . . '. . ". '. ..'" .' .. ... .. ".' ~ ,I. . ..; to ' I ... II' II II ," . . . .. .. .. .. . .. .. .., , .' .. ....." ~ ., ", .. I . .. .." ".' iii .. .. "'.. , . . .,..." ',' ,.,.. . :.. .. ~ .. .. .... -.- .,.... . . . -. . . ......... I , " ~ II~.'. ~., .. ..~". . ~.. II 4' --........-r.: ... f 1 ." . '. . .' . .:.... . .. , . .. . .. .. .. . . . . . ", , ,I' 'I. . .. .. i,.. ..,." .. . ", .... .' ~-.:..:.. <. .. " . I, yr~"'rI. ~".' ---......... . II ~ . . . . . . , . ..' . , , . .' . WEST ELEVATION -' ' .JCI'JIl~,-,:;.r'\fP ~lUI_.~lII1Olt.eQ.~ eCALe~ 1/4" :: l'_iz>n NEW A$F~AL T 5I-IINGL.E$, COLO~ TO MA TCI-I ADJACENT RECF<EATJON BUrL.DING# EXTERIOR WALL eeL-OW FRECA5T CQNC~ SILL, TYP. OJ l- e n: ~ J J U1 [ .0 u I.>> ~ 0 e o . f) . . . lit o tI II f- U ~ 1 o [ l ooos o . 3 ~ c o OJ ~ > 4J [ ===:1 z< OlL ~>- ~W 00...1 tD..J wo o ...... ..J o · (L~ II C-FtT€: ) ~ .0 <lI ~ ~ os.ee.o'c laaoeaaoo J 3333 W KENNEDY BLVD. SUITE 203 TAMPA, FLORIDA 33609-2952 8 '13.879.6633 Ft 813f870e6633 LICENSE NUMBER: MC002159 RUYLE and MASTERS -t2 JENNEWEIN ARC HIT E C T SJ P.A~ 8)SH€€1J Rwe or ~