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FLS2002-11080
FLS2002-11080 DREW PROFESSIONAL PARK 2316 DREW STREET ~ r ., I " ~ ~ ~~ '-: ~ ~ ~ ~ ~ ~~ I'l ~ ~ ~ ~ 'a f' I ~ m o fTl r fTl < )> -l 0 fTl r Z fTl U) < )> ~ -l '-..-. 0 Z n lf1 )> ~ Z 0 '-..-. l) -< (/) If) )> n 0 :t> fTl (/) -l r n /'Tl :t> '1 - n r )> ,"'1 ;0 '-.. 0 Z - 0>,0 '-.. Z - -l Ill) a. -. i'Ti II 0 0, If) - Z 0; r -< ~l ~~ i ~M ~ ~l ~ ~ . '1 ;0 o Z -l OJ o '1 ;0 o "7 :::j i ~ \~ ~ !~ : S6 Q ~~ ~ ~ ~" .. ;; 8~ ~ ~ ge u. ~ -..;, ;; 8 ~. - ~ ~ ~ ! ~ m o '1 ;0 o Z -f OJ o '1 ;0 o Z -l . ,~ . .";1'-" View looking northwest ---n '~\J 1 , I \, View looking north View looking east 2316 Drew Street FLS2002-11080 I " I View looking northeast .-- - '-~, '''" View looking northwe: .., ~ View looking west t f" " ~.(, r I~" i '. 300 .. PI.E... ~ ..,:~n I " 10.S" ~ .I , . "~ ~~.~...~ '~~ ~- '/ .' .-- ~ ~ '%:' " ..,.0 f? lMWSI~ AEJ:;:. THIS DESIGN IS BEING SUBMITTED FOR USE 1>5 A PRODUCT BEING MANUFACTURED FOR YOU BY SIGNATURE SIGNS, INC IT IS NOT TO BE REPRODUCED, COPIED OR MANUFACTURED BY YOU OR GIVEN TO ANY OTHER MANUFAGURER WITHOUT WRITTEN PERMISSION FROM SIGNATURE SIGNS, INC UNAUTHORIZED USE IS SUBJECT TO A DESIGN CHARGE OF AT LEI>5T $350,00 AND WILL INCLUDE ANY COLLECTION FEES Map Output . . Page 1 of 1 I l....- k,r, ~ r llIr . 1\ .(l ... r,t. t- :rr' I J a .1 1 J Legend . PaJalllnfol11Btion (ad. on dot) ~ Streets o PaJalIs. ABriiJl Photo http://citygis.clearwater -fl. com/servletJ com.esri .esrimap .Esrimap? ServiceN ame=OVMap&( 11/25/2002 " .. . .. . . Drew Street Office Center Stormwater Cleo 's E;;;j:s tj,n9J)Clti3, Total Area = 3.97ae Impervious: := 0.020ae 0.046ac: = O.470ac Existing Bldg. Existing Cone. Slab = Existing Pavement O. 536ae x 1 credit as allowed by City =. 268ae 2 Existing C: .268 x 1.0:= .268 3.702 x 0.2 = .741 3.970ae 1.009 Existing C = 1...909 = 0.26 3.970 Existinng eN: .268 x 98 3.702 x 73 = 26.264 = 270.246 (D-soil, brush, weed, grass) 3.970ae 296.51 Existing eN: _.2.<.1Ei.5_1 = 74.7 3.97 Existing te = n8.60' = 921 see = 15. 4 minut(~:, .934 ft/see s = ..9..4::.~Q = 3. 9 5 % eGO .5 v = .4713.95) = .934 , ..,~ ... '. i l~ U~ il'~ li,'lf I' I Ll ..J r"-":'--;'--'H' ~',..~",.~ ._....... ---.." .~. >. I 'n1\ NOV 2 1 2002 , i. , , , ' I . ' ~ .' ~, '. . . . l- , '; , ,,' f " , ,,\(LdO' . , ,\5":: . ',' . ,,:'! i; ~' ::/ '; l~, :'I'~) III (..' " , 1.J' ~>tWI "1", " ,', ' ,'-.. '. ,~..;! /. r",' .'. I' " ",,11-"'1//1., '/'l( ,.'.,' ' ' : ,.[J,', .' ';", ,,>If"''' " -j;' ., ::~ H2: 1::17)' ~" ~ ,,\';; ',';/f: v.,'" -, : .\ ~ . . {,t'j ), /II . . . "'_>7" r. Drew Street Office Center 'po ZOI,t.!::.JLd1tJ Stormwater Clc, IS E;Xi,$t ,ing D fit a Total Area == 3.97ac - .31 ac (NE corner & easement) - 3.66ac Impervious: EXIsting Bldg. Existing Conc. Slab = Existinq Pavement = O~020ac Cl.046ac - O.470ac O.536ac x 1 credIt as allowed by CIty ==.268ac 2 Existing c: .268 x 1.0.- 3.392 0.2 == .268 a &78 3.66 ac 0.946 Existing C - 0.946 - 25.9 3,66 EXJ.stInno eN: .2613 x 98 3.392 x 73 = 26.264 = 247.616 (D-SOll, brush. weed, grass) 3.660ac 273.88 EXIsting CN:.2]~.88 == 74.8 3.6S Existing tc - 860' == 921 sec == 15.4 minutes .934 fth:;ec S -- .64,-.:-:30 == 3. 95~i'; 860 .. 5 V == .47 :3.95) == .934 , " JpN 8 " .... y." . ~ 4 .. . Ii . ~ , ",\ J, II (iF , 4;.2....~O'../<.~:~,.,7 'q~ ,t: ,1~, ': ,{Ii.... .iJTATf or ,.: '"..p " ''"',t< "t',} .- '., (~, '-: 1,0 n ,~ 'r: . " " '. f',. .,.,..... "." ;. " tl"' \ ',J "11, <1f()"",, ~,\' "" ~I/IJJ""'I"~"'~ i . · 4f CITY OF CLEARWATER POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4865 PlANNING DEPARTMENT February 6, 2003 Mr. Emerson Atkinson 3403 Cypress Head Court Tampa, FL 33618 RE: Development Order regarding case FLS2002-11080 at 2316 Drew Street (Drew Professional Park). Dear Mr. Atkinson: This letter constitutes a Development Order pursuant to Section 4-202.E of the Community Development Code. On December 12, 2002, the Development Review Committee (DRC) reviewed your application for Flexible Development to reduce the front (west) setback along Anna A venue from 25 feet to 15 feet (to pavement) and to reduce the front (south) setback along Drew Street from 25 feet to 15 feet (t(, pavement) under the provisions of Section 2-1003. The proposal includes a total of 40,328 square feet of office space within ten, one-story buildings. The DRC recommended approval of the application with the following bases and conditions: Bases for approval: 1. The proposal complies with Residential Infill Project criteria under the provisions of Section 2- 203.B; 2. The plan complies with General Applicability Criteria under the provisions of Section 3-913; and 3. The proposed development is compatible with the surrounding area. Conditions of Approval: 1. That the final design of the buildings be consistent with the conceptual elevations submitted or as modified by the DRC and that rendered elevations be submitted to and approved by Staff prior to the issuance of any permits; 2. That evidence of a Unity of Title be provided prior to the issuance of any permits; 3. That all signage meet the requirements of Code and be designed according to a common theme including similar style, color, material and other characteristics to provide a sense of uniformity; 4. That all Fire Department Code requirements be met prior to the issuance of any permits; 5. That all Engineering Department requirements be met prior to the issuance of any permits; 6. That a Tree Preservation Plan prepared by a Certified Arborist be submitted to and approved by Staff prior to the issuance of any permits; BRIAN), AUNGST, MAYOR-COMMISSIONER WHITNEY GRAY, VICE MAYOR.COMMISSIONER HoYT HAMILTON, COMMISSIONER FRANK HIBBARD, COMMISSIONER * BILL)ONSON, COMMISSIONER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" ,-- .. February 6, 2003 Att-inson - Page Two t ' ., 7. That all Stormwater requirements be met prior to the issuance of any permits; 8. That all required tree permits be applied for and received prior to the issuance of any permits; 9. That all required Transportation Impact Fees be paid prior to the issuance of a Certificate of Occupancy; 10. That all applicable County permits be obtained prior to the issuance of a Certificate of Occupancy~ 11. That all Traffic Engineering comments be met prior to the issuance of any permits; and 12. That all required Parks and Recreation Department fees be paid prior to the issuance of any building permits or plats, whichever comes first. I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard Development with above 12 conditions. The approval is based on and must adhere to the site and landscape plan and elevations dated received January 8, 2003. Pursuant to Section 4-303, an application for a building permit shall be made within one year of Flexible Development approval (February 6, 2004). All required certificates of oC,cupancy shall be obtained within one year of the date of issuance of the building permit. Time frames do not change with successive owners. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees 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 that require this prior development approval. Pursuant to Section 4-502.A, an appeal may be initiated within seven days of the date the development order is issued by an applicant or property owners within the required notice area and who presented competent substantial evidence in the Level One review. A copy of the Developm~nt Order is being sent to those surrounding property owners who presented competent substantial evidence in the Level One review. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case will expire on February 13,2003 (seven days from date of Development Order). If you have any questions, please do not hesitate to call Mark T. Parry, Planner, at 727.562.4558. You can access zoning for parcels within the City through our website: www.c1earwater-fl.com. * Make Us Your Favorite! ~ Cynthia H. Tarapani, AICP Planning Director S:\Planning Department\C D B\Standard Flex\Inactive or Finished Cases\Drew 2316 Drew Professional Park - Approved\Drew 2316 DEVELOPMENT ORDERdoc -', VICINITY MAP SECTION 7, TWP. 29 S. , RNG. 16 E., PINELLAS COUNTY, FLORIDA . - PO'M:R POlE x:x - LIGHT POlE @ - STOR~ SEV.~R ~H @ - SANITARY SE'M:R ~H o - WATER VALVE ~ - WA TER f~ETER @ - BACKFLOW PREVENTER o - CLEARI'/A TER GAS ~ARKER ~ - GUY 'MRE - - -. - - OVERHEAD 'MRES '" 'I' 'I' - TOP OF BANK - 0 - - U,G, STOR~ SE'M:R LINE 00'6 - OAK 00'. - MAMOSA 00'0 - PiNE 00'. - PALM 00'0 - CHERRY LAUREL 00'. - CA~PHOR 00'0 - CHINABERRY PHASE KEY PHASE 1 ~ r:o:-z::z- 31VO '-./I 3~n1VN81S 31VO 80:) '20'2/'2.' 31VO JMG '"' 3dAl 3SVJ ~$.('))}-z~1. "S'j-f #: 300 03AOHdd\f N~ld 31lS LEGEND [3"",'" . . , , . . , , , , I , . , . , . . . . , , . , . I . ~ ~.'.'6.'''.' ~ UNE DIRECTION L1 NOO'2214 E NOO'24'J6'[ DISTANCE 38.1' R 38,12't,j CUR~ C1 C2 RADIUS 280R 220 R 30,29 R CHOOO 148.16 R 148.17't,j 30,26 R 29,97't,j BEARING ,N14'5816 W R N15'03'27'W M N26'22 17 W R N26'06'S8'W M PHASE 2 ~ h ~ ~ t:A:ftR::ftf1 I o 30 60 GRAPHIC SCALE 1 inch == 30 ft, I 90 PHASE 3 '-.. SANITARY SEYfER MANHOlE N, R1W EllV,- 42.<< E. \NY. a- :l8.ce (8' \Q>) s.w. INY. a- :18.12 (8' \Q>) S. INY, a- 38,25 (5 \Q>) ~~~ r;J>'? SANITARY SE'IltR MANHOLE N, RJIl EllV.- 48.<< N. \NY. a- 43.55 (8' \Q>) S. \NY, a- 4J.31 (( \Q>) N,E. \NY, a- 42.92 (8' \Q>) ,//, INY. fl.- 43,10 (i \Q>) " " ----- ~OR , / EXISTING10'UTIUTYEASEMENT / I: EXISTINGlO'UTILlTYEASEf4NTJ \ "tg~E. ,.;~~~,'j:~:':"~~":',:',: :':'.':':':':':':':':':':':':':':':':':':':':':':':':':"':'~\':':: EXISTING 10 UTILITY EASEMENTJ / \ } 1 (/) "' \ 7 " o"o" ", , , ./. , " ". """".",..""".."",.""" \~ ' ! , \ 2 3' I 4 I 5 <( b " FCI/ 4'x4" / ~' , ;,..: , , ., '" ."".""".""".",."""""" ~ . 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'. ~9 I , ON SITE TBM (ASPHALT) (ASPHALT) Cl CURB INLET I CURB INLET SET NAIL IN P,P, I I THROAT fl.- ~,62 I MlOAT a- 52.43 [lEV, 5011' ~ _ _ ______ _______________ _---;;;_: '" l__ _ ,______~--, _ ____ __ ______+_______ '.V~,,"" 1.'_=-_______ --- ----------- ------ j-~::-':~ '~~---'------_1---- ____ ___ S.BNDV.orSECOONl-29-le} ~II~ DREW STREET : DREW STREET INDEX OF DRAWINGS :r: ::I: 100' R/W LEGEND CLICL LEGEND I N I ..-- I LLJ1LLJ (/) (/) <(1<( :r: :r: CLICL 6' CHAJN UNK FENCE JJRISOtcnQNAL AREA (389,67 SO, FT, IoI,Q,L) , , , J, ~J 522'03'00'E \ JJRlSOtcnOllAl OCUNEA noo 15,95' ~\ (E5TAOOSHED BY On05) 526'32'53'[ Q 17.19' ,;;2 '....-- N35'55'~9'W S35'S5' ~9'E '( 12,75' , , 4,01 b 1 DETAIL OF JURISDICTIONAL AREA SCALE: 1':: 30' FC\.I 4\4' LEI 2610 S E. CORNER Cf OR[ W CfflCI PARK A COOQa.lINIUl,A - PHASE I ) t7~ 7 r~ rl ~~t"^: j:yi<~&II":Q ~ 150,OO'R; 149.55'1.1 -----l ...1 ~,.,., w~ i:!~ ::J -'d$ 0~ ~~ 46,0' '"" A a::: .0 \.f) r;::::... r:::" ........ ....~' ~rrulr~' p \\\.JJ L_~ . :::J '-.../ ,- ---~-~- r I , , _,_.--J . -1.=--- -==---: -, ~ ,-.....~ G _'L' ('>t,U'H PLANNiN ) '" ,,':,' SER'h....t:.o crr't' OF CLEARWA1ER / , , 7' 0JlS /' U6.... E~ , I DETAIL OF UTILITIES AT SITE'S S,[ CORNER p ;i ~ '-' SCALE: 1':: 10' ~,\ \ 065' CURB Co :! N89'22'S1'W (ASPHAL T) ON SITE TB~ SET NAIL IN P,P, ELEY.= 51.85" J~,N APPLICANT: TITLE SHEET EXISTING SITE / DEMOLlTIOM PLAN COORDINATE GEOMETRY PLAN PROPOSED GRADING & STORMWATER DRAINAGE POTABLE WATER & SANITARY SEWER PLAN UTILITY DETAIL SHEET PAVEMENT, GRADING, & STORMWATER DETAILS STORMWATER DETAILS LANDSCAPE PLAN LANDSCAPE PLAN PLAN SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHEET DREW PARK, LLC ADMINISTRA TIVE OFFICES 3281 LANDMARK DR, CLEARWATER, FL 33761 PHONE: 727-772-1776 FAX: 727-772-0095 ~ a a SILTATION SCREEN 504,48' J. 55.50' ~~~ PROPOSED GRADE PHASE LINE ~ PROPOSED HYDRANT ASSEMBLY 6' HIGH CHAIN LINK FENCE ~ H,C, 6 HANDICAPPED SPACE 12,0' X '9,0' PROPOSED WATER METER OWNER'S REPRESENTITIVE: EMERSON ATKINSON THE ATKINSON COMPANY 3403 CYPRESS HEAD COURT TAMPA, FL 33618 PHONE: 813-789-9548 FAX: 813-961-7591 UTILITY EASEMENT I PROPOSED BACK FLOW PREVENTER ~ PROPOSED GATE VALVE ~ DRAINAGE FLOW ARROW . B,O. . PROPOSED BLOW OFF PROPOSED REDUCER PROJECT SITE ENGINEER: GALEN J, HOFMANN, P.E, 8620 AIRWAY BLVD, NEW PORT RICHEY, FL 34654 PHONE: 727-844-7686 PROPOSED MANHOLE - -37,0'- - - EXISTING ELEVATION . . C,O, RETAINING WALL PROPOSED CLOSE OUT LEGAL DESCRIPTION PROJECT ENGINEER: J.J, SOSA AND ASSOCIATES, INC, 5811 MEMORIAL HWY" SUITE 207 TAMPA, FL 33615-5000 PHONE: 813-888- 6525 EXT, 212 PROPOSED STUB 50072 '14'w- 45 04' ---...." ,..--....~.~ 8 I -~j) 1 2 3 4 5 6 7 8 9 10 0. .. .. ......-0------0 LOTS C, D, E, F, G, H, I, J AND K, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 43, PAGE 1, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, DREW PROFESSIONAL PARK 23 1 6 - 23 5 2.c~l6f' P R,EW S T , C L E Jj RW Art R/;, F L TITLE SHEET JURISTlCTIONAL LINE -i ~ ~ Sheet 1 of 10 PROPOSED 4' OR 6' CONCRETE SPILLWAY 25' UPLAND BUFFER LINE SURVEYOR: GEORGE A, SHIMP ii AND ASSOCIATES, iNC. 3301 DeSOTO BLVD" SUITE D PALM HARBOR, FL 34683 PHONE: 727-784-5496 THE ABOVE DESCRIBED PROPERTY APPEARS TO BE IN ZONE X, IN ACCORDANCE \Ii1TH THE FIRM MAP OF THE CITY OF CLEARWATER, COMMUNITY PANEL NO. 125096-0017-D, MAP REVlSED AUGUST 19, 1991. FIRM ZONE JOB NUMBER: II m I I I I . I . I . I . . , . I I , , . I I . . . . I I' , I . I . . . . . I . . . I . . . . . . GALEN JAY HOFMANN , p, E, ~ INTERIOR LANDSCAPE ISLANDS VELOCITY DISSIPATOR 8620 AIRWAY BLVD, NEW PORT RICHEY, FLORIDA 34654 ~ BLOCK PAVING -0- STOP SIGN REV DATE DESCRIPTION SECTION 7, TWP. 29 S., RNG. 16 E., PINELLAS COUNTY, FLORIDA LEGEND -(r~ x I 60 SCALE . - PO~R POLE x:x - LIGHT POlE @ - STORM SEM:R MH @ - SANITARY SEm:R MH o - WATER VALVE ~ - WATER METER @ - BACKfLOW PREVENTEIR o - CLEARWATER GAS MARKER --1 - GUY 'MRE - - - - - - OVERHEAD 'MRES ... .. ,~ - TOP Of BANK - D - - U,G, STORM SEWER UlNE id6 - OAK id. - MAMOSA 00' 0 - PINE id. - PALM idO - CHERRY LAUREL id, - CAMPHOR idO - CHINABERRY RELOCATED fENCE~ 522'03'oo'E q 4 2,97'~\ \ 500'22'14' N J 45,0.' 522'03'oo'E \ 3 JJRlSDlcnOOAL ()(UN[A noo 15,95' ~\ (ESTABUSHED BY OT11ERS) S26'32'53"E J 17.19' 2 ...-- N35'55'49'W 535'55'49'E \( 12.75' 4.01' '01 -(r~ X -Qo& ~~ ////1 \ "\"\................. 111'1 1\\\\ \\\11 1III1 ........,,'\ '\ \ / / /// I"'" ~ ~ I:RftR:ftfl o 30 GRAPHIC 1 inc,h = 30 ft. SURVEY ABBREVIATIONS I~ \,i 11 LAKE ~.~~ J\ \.'1 .---- JJRISOICnOO.AJ. OEUNEA TIOO r" ItA /'-<,J\V (ESTABUSHED BY OlHERS) ", r~ (SEE DETAIL) c...~~1~ ,......,~~~~"liP /-$ ~~ \ K: tt:,)~~~ // :2 \ lOS ~ ~,~ // 1S'6 '9'~ I \ ... ... / 1~ 1'0 ~ / / y,.,rJt "'" zt^ v .u. , '/'" / / "6 IA 't """:'1. .......:? / /21' 4- "l{f _ X / I ~- /""?~- - 'O~ - - - - _ I -\- 'J,.\'6 a-: / SANITARY $flIER E$I./'T- - -...... - - - _ _ __ ... t - - - _ _ _ _ O,R. 4135 PI' 508 I ~ ~ ......r ,. --- ,II. ..... I ~~~<. IS'6 V . 0 ~ 8.25'~E. SANITARY SEVIER MANOO7 - - - - - - -I., - ~ _ _ _ _~ ,~'1. , Ib,~ v ... ... ," N. PllI !liV.. 42.~ ~ X ~ ~ ~<-:>Ii.. ,~~ ~A'S' 0 '/': Eo tlV. El.. 38.08 (S' 'ltP) I t<") '$/,~ ~IiR ~ ~ RELOCATED fENCE o:.\~' ~ ~"*fiX ~/ x" i~~v..e;;.~l,(t.,'fl i. xl "'" x.t 1 \ 2 3 X.;~ T 4 '7" 5 ~ REMOVE EXISTING FENCE .....~ \ ,~;e..~ \ \1.~ k~ , I x~ X 6 x~~ ~., 7 x, ...'" / AND RELOCATE I A1S' \ J \' . , I ' : , X '",/ I .!\" FC!.l " " ~ ~\ 't./ ~oo~ S89'41'10"E "., \, '. 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I REMOVE.EXISTING fENCE . ,r. ": " "," I "[1< ~t~!l..;:.'\rJtt~ ~ _ ~ ", F\.;58.28 ~~I ~ x~~ ~ ~ ~ ' ~ ~ ' I f' AND RE10CATE ,\1 : X I I ~Q.> w.IlV.El..4J.10(8~'ltP)) ~~ I 6'5' " '/:: ~~~~ ~ l" l" ~ - ~ 5' EASl:MENT TO 6E VACATE · II' : : I, i:i ~ I "W#~ Z t:i I=>, I I o/~~~ '/// ~ ~~ \ ~I SAND : I ~.,. j: .:pP I <t'9-: : ~ : : K ; ~ I 6i' i\ .~@'-a~ x I "\ ~: j ~,2~~ . i REMOVE SA:O fILTER A D WALL IN ACCOR:ANCE \\\11j x : x'" "'. .: "'.x" i i x'" j~ x" x" ~~J ""' ~ \" ~~~ ~~ ~ ~ct>:. K'L/' '. ',' V(ty//7X ~ I PINELLAS COUNTY HEAL1H DEPARTMENT REQUIREMENTS IN: ~ I 1>.~\~ ~ ~~ ~~ ~/~~./.~ 0i?/m~~~~: .. EASEMENTSTOBEVACATED--j H~- I 6i' ~~ \\ lIt · 0 '/~~ ~.// ~'" . /@ .<W~~: I : j-ri J : i" ~ \\ ~ 0 ~ ~ ~ "ri~.A~m, ~~ ~ " "" ~~ : : I : : ~ \ '/ ~?'/ //"!<1;r,/:,~ ,,1'.// //~,,///y,'//, '<;7) E .lQ F ,(;:; '''G ,~ .C>t> H .,,:,' '~A> I 0:. I I _~ I 8 ' ~ x,;y."" '~ x"1'" x'J:7' . ~ x., x.f I x 0/ X +'" X ~<;o. ~~ I (,I) I : x I x A'1 I ~ I ,!- I \\ ~:~ . '/ _/~~~A~"~ : I ! ~~~ : ! / " ,14" f~W'@3 _g>::/~):/1/~)~~ ~ · x~~ x~~ x# . .f I ~ ..,,: : i !~ .oJ' :.f" i '" ,/, W x x x ! x~~ x : x x'" ,~,~ (Eel' /~. x'" ,~~~~ ~~~~. .I_~i i/ : ! "'~t S~Jif~~~ ~,~~"~~\i~~A "$~1"~~ W'R x~. ,~:~x )M~9~:;,~~E ~ x~ 6O'R / ~:AP:::S "~ lOO'R~' j i i.,t ~O3'~::~.,~, j 4 lOO'R ~~1~~~~~1/~? ~o~~~~ 11!i~~~~~~""\.:'fCli4'X4' ':.;,' , "'.':",~,...<.:,," '.',', ',,",", ~,..:,::,:',., '".': ::":,\d(~.", 7.?Z1?7.:r.. ."'~' "N?9'??:~rW;:,~~.A.,:,,>..,.,','..' ..'.Ji "11/ "" ,~."" ,', '" --,-". ,/. .--- - 73803'R'/ ~ v ~~-~-- ~.~--- --- -"'-- ___ -x- ___ " "SIR " ~,50.J7 r;;;~~' ~ PLATPRM v ".. v ~,:.:, -;",:',::.', '~ .'...,:",.,:en...) ',"'" ""-v.',f""'" "'.",..,.~~',,',',5SW'...','::','t...:,.':',",' ,,: "~','::~~.,',';~.,.'..,' .,:....:..-<'o:::..'~ ,'::~'-tt.":':,':,', ,...:...<S>.,..,..:.,,'. ""~ :';'''29'J, ~'''.. ,~~ N89'22'51'W ' '...":~ "'~. .. \ ~~ - · ... ......<V/// /. '-" ~ .... . , ....-.. . ... '.' .. ~.. . ". . .. ~'''':'''''':': ,,,." ~ ~r \o'>'~,~ ~<. ~.~ ~ ' . , " .'. /..ff:/'/ '/;" ~/.,;{"T..?\. ..-roo , ...' , .,.~~ "'$>~ .,.~~ (ASPHAlD ~f~ ,{;~ ~J'- ...:;~ -$~ ~J 'I.,;~('- ~.:;~ t~:~ t~:}. 4~ ~ t CURB & IMlER 4~ /ij,t~ /. . " i;"'lJ"i' $~ 'It~>.t,$~ ,.s;~ ;\1~:~ ~~;~ l ASPHALT) CURB INLET REMOVE EXISTING CONCRETE APRONS ~ o fa' ElLV.. ~7..2 CURB INIlT (ASPHAI. 1) L:iROAT El.. 56.62 ~ 0 Ta> ElLV,. 53.20 -" -...... .. ~ ~ ~.,t ~'}.It _ U_V. EI... 50.42 (1_" "'l V// /1'//// / / /.(/) ..~ I ~T,E;" '\.';~IIt ""I : K- - - ^ - - ",- - - - -c;: ~NOY.: sr;11(>j 1-29-;'l!E:JSTINXG SIDEW:LK TO BE R-EM~ - x~~ - DREW 5TRE~T (5T ATE ROAD ~o, 590) - '>", - x ~ - - x'" - - - x"" - - - x.,t - -j- - - -K~" - -- - x.lt - :~ _ _ K'~ / EXISTING S/:DEWALK TO BE REMOVED \ 'M THIN PROPOSED DRI\1: AiSlE, 100' R W '- 'MlHIN PROPOSED DRI~ AISlE, CONNECTIONS TO lHE NEAREST JOINT, CONNECTIONS TO lHE NEAREST JOiNT, ~ ~ ... ABBRE'vtA TIOOS MAY ALSO BE COOCA TEN A TED AS REOOIRED. ... om COt.IMOOL Y RECOGNIZED AND/OR ACC€PTED ABBREVlA TIOOS ARE ALSO UTIUZED BUT NOT SPECIfiED HEREON, A . AAC lLNGlli Ale . /.#. coo TlCt(lI Ii . AI.l!IoIilM fDK'( AUM. .\lJ..IIlH.M ~.~T ffE . B~ fUXX) !liVA 1J()l IIllC . 9.Ai.l)IjC !lJ( . !ll0Q( !II . at:lOi WAfIJ( !H)'f . 8OO!(IAA'f !JlC . ~ 8'if . BAAOOl _ FDa: C . CALCtU 1tI) ~.~~ C8S . camlE BlOCl< S1R\.ICT1..lf: at) . Clialll a.. ~llXH aJ . QWH lHC fDK'( a.os . Ct~ (Xl . CCI..lAI4 CXlHC . camlE at . OOJilY il(l.IJ) CIS · camT[ W 00l.~ I,JJV . CO'.UI]) Ai(}. o . OEII) OOT . OO'AAT\,()(T 1$ ~TA11OH ~ . DfWIA<l 0/1. ~AY !l at eu:v . !liVA 110H Ea> · EIXlI$ P A lOlJiT EOW. EIXlI$ tATIJl ESltr . [Aili)jT f'Q/ .. FOOfC) camlE IKM.II(N T itS . flAAfI) 00 SEC1J()l flI . FOOfC) R<tl Pf'E FR . ftUt) R<tl ROO Fl. .. Fl.OW lK F\D . Fll.O n.o .. ftUt) Fa> . FMO i)l()I Pf'E fPC . Fl.~A PO'iOl ~, FPP . fo.NO ~ PIPE fRlj . f1Wot rzL . ftOC() Z~ IH CAR . G.W,<l GIE . !lASS DnOSlJll( K\lr . He<: *R( roo ifili. . HICH WATOlLN: IHV . IHItRT LB . lMO SUR\{11HC af.H:SS lit . LOOT ftOat !liV lJiSlj . LO'/I€ST ~~T,IJ. 9.WCfl~G WD.!OCR LS . ~ SUflI{'(()l Il . I.(ASIJRfD WAS . WASt)/RY WES. 101100 00 SECTlCfoj WH . WNtiO.! llH'M. . W().\j HICH fA TEll LK WSl . \IU.Ij SEA li\U NAB . IW. 00 BOrn w ~ . HMo AHO CIS!< N!T . IW. IJfJ TAB IlG\1) . NA!l(>>V.L (l0C(llC 'lUl!1C,IJ. OA MI HO.~ O/A . O'.uwl ~r . O'.UWJ) ltil[(S) at.~RE~ O/S . (ffS[T P . PUT P8 . PUT OCX)( PC . ?<liT r:s ClJRI( Pet; . P(VjT r:s C(VlOJHO CUlM: PCP . f'OlWAl{HT CQjTRQ. ?<liT ~ . PA<l PI( . P/MR KAL~ PI. . PRa'ERTY UIf: Pee . PClNT r:s BE~ POC . P<iHT r:s ~T Pel . P(lHT i)i LK pp . POlO PCU: PflC . PaNT 1$ I<<JlS[ MY A T\JIl( PRJrj . f'OIJIjroT RIJEJlEll(I WCli.IW()jT JC.~y 10 r:: Fi SIR ~~ CURVE C1 I I RADIUS 280R I LENGTH 149,95 R DIRECTION I DISTANCE NOO'2214"E 38,11 R NOO'24'36"E 38.12'M ~ \( ,~~ ... , ... ... I BEARING N14'58'16"W R N15'03'27"W fA N26'22'17"W R N26'06'58"W fA CHORD 148.16 R 148,l7'M 30,26 R 29.97'M 4( LINE L1 I 220'R C2 30,29'R 5tA 9 I 90 ~ i1 x r S'A ~ x 8 .:;--{Il x DETAIL OF JURISDICTIONAL AREA SCALE: I" = 30' L # x + ~ x DETAIL OF UTILITIES AT SITE's S,E. CORNER SCALE: I" = 10' fClJ 4'X4' LB# 2610 SL ~ \F [)R(W Cfl'\~ P.4.RK . . A 1>><001I01" - :;) 150.00'R; 149,)5'\,/ CI::: b II) GENERAL NOTES LEGAL DESCRIPTION NOTES CORRESPONDING TO SCHEDULE B, SECTION 2 ~ . Pil()'tJl fY PSW . f'RCftSSl(:WL SJll('(at . WAPftR PT . PClHT r:s T~Y PI'lI'T . PA'o(\(NT RAD . RAI)VS R . REM!) flU . Rfro<<:HQ: RES . RE~ RL . IWX.4L LN: ItS . REQS100 lMO SURI{'(()l 00 . IlCl.H) RNG . RAJICE RflS . AAL ROiJ) Sf1<I R/f. OOiT-<f-WAY SCl/ . SET ~ ~T S/E . SClmfl) DnOSURE Sl:c. Sl:C1lCtl Sl:T K&l> . SET NAL AHO c.Sl< RLS# 2512 SIl . SET I/t 1Ili)i RIJJ RlSI 2512 50 . ~<< ~ . S?UT RAl fOO Sll . STAT[ ROAD STY II STalY ~ . SJeCX'o1Sli)i S!W . ~AlJ( T8 . '1" BAA llllI. ~Y~~ARI( Tt . Ta' r:s OJRB TOO . Ta' r:s BMK TOS . Rt r:s \t()l( 1RAAS . TR.IJoISfCfllrlR T\lP . ~ T'T!' . f'1?IC.Ii I!(j.~ UTl . UTUTY 110. WXO 'It . \tOOl roa Wi . IIRO:JCliT !Il(>>j fDje{ ilIT . *MSS ltllf' . .slf: FDa: W. WATEll VAll( 1. UNLESS OT11ERv.lSE STATID, lHE PRt1>ERTY DESCRIPTIOO SHOViN HEREON WAS PRO'v1DED BY T11E ClIENT, OR ClIENT'S DESIGN A TED AGENT, 2. UNDERGROUND II.lPRO'vtMENTS, INClUDING BUT NOT UMITED TO BUIlD1NG FOUNDATIONS. HA'vt NOT BEEN LOCATIO EXC€PT AS SHOViN HEREOO. 3. INACCESSIBlE ABO'vt GROUND IMPRO'vtUENTS (E.G. BUILDING O'vtRHANGS, lHOse: 'MTHIN SECURED AREAS, ETC.), HA'vt NOT BEEN LOCATED EXCEPT AS SHO~ HEREOO. 4, THIS SUR'vtY WAS PREPARED 'MTH THE BENEFIT Of ATIOONEYS' TIRE INSURANCE FUND, INC, nTLE COMMITMENT, COMMITMENT PCtlCY NO, OPM 854221, DATED FEBRUARY 14, 1992. 5. T11ERE ARE NO 'ASIBLE ENCROACHMENTS, EXCEPT AS SHOYIN HEREON, 6, BECAUse: Of THE POSSlBIUTY Of MO'vtMENT Of lHE MONUMENTATION FROt.IITS ORIGINAl. PLACEMENT BY PERSONS OlHER THAN THE SURVEYOR, IT IS RECOt,(MENOCD THAT PRI~ TO ANY NEW IMPRO'vtMENTS ON THE PROPERTY THE POSITION Of lHE MONUI.lENTATIOO BE VERIFlED, 7, UNAUlHOOIZED COPIES AND/OR REPRODUCTIONS 'AA ANY MEDIUM Of lHI5 DOCUMENT OR ANY PORTIONS Tt1EREOf ARE EXPRESSlY PROHIBiTED 'MTHOUT THE SIGNING SUR'vtYOR'S YlRtTIEN CONSENT. 8. BASIS Of BEARINGS IS PLAT, UNLESS OlHER'MSE SHOViN OR STATED. 9, AlL BUILDING l1ES. PROPERTY MARKER LOCATlOOS AND OTHER SITE IMPRO'vtMENT LOCATIONS SHOViN HEREON ARE MEASURED PERPENDICULAR TO ADJActNT BOUNDARY UNES. UNLESS OT11ER'MSE STATED, 10. flOOD ZOOE DESIGNATION AND/OR FlO<X> ZONE UNES (IF ANY) SHOIlN HEREOO HAV! BEEN SCALED FROM T11E REFERENCED MAP AND ARE APPROXIMATE. THE mUE FlO<X> ZONE UNES MUST BE DETERMINED BY AN ENGINEER, 11. THIS SURV!Y DOCS NOT DETERMINE OR IMPlY OYINERSHIP, 12. lHERE MAYBE ADDITIONAL RESmlCTlOOS, EASEMENTS OR OlHER MA TTtRS Of RECORD lHA T ARE NOT SHOViN HEREON lHAT !.lAY BE FOUND IN lHE PUBUC RECORDS Of THIS COUNTY. 13. ELEVATIONS SHO'M-I HEREON ARE BASED ON BENCH MARK CAMPUS 1973, ELEVATION = 57,041' N.G.V,D. ALL FACILITIES ENCOUNTERED, 'MiETHER SHOWN OR NOT SHOWN. 'MiETHER ABOVE OR BELOW GROUND, SHALL BE REMOVED AND PROPERLY DISPOSED OF' OFF' SITE AND AT l1-iE CONTRACTOR'S EXPENSE. NO DEMOLlll0N SHALL TAKE PLACE OUTSIDE l1-iE PROPERTY BOUNDARIES, LOTS C. D, E, F, G, H, I, J AND K, ROlLING HEIGHTS, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 43, PAGE 1, OF TI-lE PUBLIC RECORDS Of PINELLAS COUNTY, FLORIDA. 2) THE SITE IS SUBJECT TO THE EASEMENTS AS RECORDED IN O.R, BOOI< 4114, PAGE 593; SAID EASEMENTS ARE PLOTTED HEREON. 3) THE SITE IS SUBJECT TO THE EASEMENT AS RECORDED IN O,R, BOOK 4107, PAGE 518; SAID EASEMENT IS PLOTTED HEREON. 4) THE SITE IS SUBJECT TO THE EASEMENT AS RECORDED IN O.R, BOOK 4169, PAGE 563; SAID EASEMENT IS PLOTTED HEREON, 5) THE SITE IS SUBJECT TO THE EASEMENT AS RECORDED IN O.R, BOOK 4135, PAGE 508; SAID EASEMENT IS PLOffiD HEREON, 7) THE SITE IS SUBJECT TO THE EASEMENT AS SHOVlN ON THE PLAT Of ROlLING HEiGHTS AS RECORDED IN PLAT BOOK 43, PAGE 1; SAID EASEMENT IS PLOTTED HEREON. NOTE S FIRM ZONE DEMOLITION OF' SITE SHALL INCLUDE, BUT NOT NECESSARILY BE LIMITED TO l1-iE FOLLOWING: REMOVAL OF ALL PAVEMENT, CURB, BUILDINGS, DRAINAGE FACILITIES & PIPING, POTABLE WATER LINES, SANITARY SEWER/SEPllC TANK- LEACH FIELD FACILITIES AND PIPING, FENCING, CONC, SLABS, UNDERGROUND TELEPHONE LINES, CABLE T.V., ELECTRICAL L1NES,ETC. ALL EXISllNG FACILlllES REMOVED SHALL BE DISPOSED OF OFF' SITE AT THE CONTRACTOR'S EXPENSE THE ABOVE DESCRIBED PROPERTY APPEARS TO BE IN ZONE X, IN ACCORDANCE VY1TH THE FIRM MAP Of THE CITY Of CLEARWATER, COMMUNITY PANEL NO, 125096-0017-D, MAP REVISED AUGUST 19, 1991. ALL TREES , EXCEPT THOSE SHOWN TO BE REMOVED, SHALL BE PROPERLY BARRICADED AND PROTECTED AGAINST DAMAGE. PREPARED FOR THE PURPOSE OF' l1-iE DEMOLlll0N IS FOR THE REMOVAL OF ALL ABOVE GROUND AND BELOW GROUND FACILITIES SO l1-iE PROPOSED DEVELOPMENT CAN BE CONSTRUCTED WITHOUT CONFLICTS, AND TO ASSURE l1-iA T NO STRUCTURES ARE BUILT OVER PREIIIOUSL Y INSTALL FACILITIES, JES PROPERTIES, INC. DREW PARK, LLC PREMIER COMMUNITY BANK BOUNDARY and TOPOGRAPHIC SURVEY & DEMOLITION PLAN EXlSllNG SITE DATA: NOlt: EXISTING BUILDING AND PARKING AREAS TO BE REI.IO'vtD, SEE EXISTING SlTE/DEMOUTlON PLAN (SHEET 2) FOR SPEClFICS. EXIST, BUllDlNG APPROXIMATE HEIGHT = 17' EXIST, BUILOlNG GROSS FLOOR AREA = 848 SJ, EXIST. BUILDING Us( WAS PREV10USl Y A CAR DEALERSHIP. EXISTING FAR. = (0,02 AC./3.97 AC) = O,5Q:C EXISTING I.S.R. = (0,536 AC/J,97 AC) = 13.5:C PAGE 2 OF 10 JOB NUMBER: 020516 DA TE SURVEYED: 9-18-2002 DRA'MNG FILE: 020516,DWG DATE DRA~: 9-19-2002 LAST REVISION: "-~-2002 X REFERENCE: N A GEORGE A, SHIMP II AND ASSOCIA TES, INCORPORA TED LAND SURVEYORS LAND PLANNERS ,J,JQI JJeSQro .8QtlLfYUlJJ, StilT.! j) PAlII HAfi.8Q}?, )'f,QIlfj)J ,J1~8,J LB 1834 PHQH.I (7/7) 781-#9~ I'U (727) 18~-f;J~ FACILlllES ON-SITE SHOWN NOT TO BE REMOVED OR SHOWN TO BE MODIFIED SHALL BE PROTECTED AGAINST DAMAGE DURING THE COURSE OF' THE DEMOLITION ACTIVlllES. l1-iE CONTRACTOR SHALL RELOCATE ALL FACILITIES TO BE RELOCATED AS SHOWN ON THE PLANS REV ISO REVlSION MADE REVISED SURVEY PER TITlE COMMITMENT JURISDICTIONAL DElINEATION N S JOB NUMBER N/A 020660 CERmCATIOO: I HERtBY CERTIFY TO mE BEST ri I./Y KNO\\UDCE mD BEUl1 mAT mE SUR'vn SHO'llN HERE~ SUBSTmnAllY UEETS mE IlINllo/Ul,/ TEa1NICAl STANDARDS F~ LAND SUR\8lNG DE:SCRIBEO IN mE STm ri FlOO1DA RUU 61G17, F,A.C. FURm(R~OOE. 1){IS CERnf1CA 1100 9iAll NOT EXltNO 10 ,I,H'{ ornER f'tRSOOS ffi PARTIES OT11ER mAN mOSE NA.\IED ON 1HI5 SURvtY ,!,NO SHAll NOT BE VAUO AND BINDING ACAlNST mE UNDE:RSlGNED SUR'vnffi 't\4niOOT niE OO1GlNAl RAISED SEAl ,!,NO SIGNATURE ri l11E FLORIDA LJC(NSEO SUR~ ,!,NO 1lAPffR. DATE 9-25-2002 11-4-2002 DRA \'tING FILE 020516.DWG 020660,DWG GEORGE A. SHIMP II, flORIDA REGISTERED LAND SlJRV!YOR No. 2512 GEORGE A. SHIMP III, PROfESSIONAL SURV!YOR & MAPPER No, 6137 BUILDING HEIGHT, GROSS FLOOR AREA, AND NUMBER OF PARKING SPACES REQUIRED No, OF PARKING No. OF PARKING PHASE BUILDING No, BUILDING AREA (SJ,) BUILDING HEIGH T (FT.) SPACES REQUIRED SP ACES PROV1DED 3 A 5,400 27,0 16,20 3 B 4,680 27.0 14,04 2 C 3,280 27,0 9,84 2 D 2460 27,0 7.38 2 E 2,050 27,0 6,15 1 F 4,750 27,0 14,25 1 G 2,460 27,0 7.38 1 H 2,460 27,0 7.38 1 I 5450 27.0 16.35 1 J 5,450 27,0 16.35 TOTAL 38 440 115.32 167,00 No, OF PARKING No. OF PARKING PHASE TOT AL BUILDING AREA (SJ,) SPACES REQUIRED SPACES PRO'v1DED 1 20,570 61,71 85,00 2 7,790 23.37 49,00 3 10,080 30,24 33,00 TOTAL 38,440 115.32 167,00 NOTE; EXSlSTING FENCES ALONG mE NORmERN PROPERTY UNE TO REMAIN, 'MlH mE EXCEPllON Of CERT AlN AREAS TO BE RE- LOCA TED. SEE EXJSllNG!DDWJllON PLAN (SHEET 2) FOR SPECIFICS, EXISllNG 10' UllLlTY EASEMENTJ \ 6' IIf 1 ' 1M". , o 6O't ' EClLL - - - - - - - - - - - - 5'...~ ilOOND O,02'K. \ P AT PRt.l / , I I TOTAL BUILDING AREA (PHASE 1) ... 20.570 S.F, PHASE 1 REQUIRED PARKING: 3 SPACES/1.000 S.F. OF BUILDING", 61.71 ACTUAL PARKING SPACES (PHASE 1): 85 SPACES (INCLUDING 4 H,C, SPACES) : 85 SPACES/20,570 S,f. = 4,13 SPACES/1,OOO S,f. TOTAL BUILDING AREA (PHASE 2) '" 7.790 S.f, PHASE 2 REQUIRED PARKING: 3 SPACES/1.000 S.F, Of BUILDING = 23.37 ACTUAL PARKING SPACES (PHASE 2): 49 SPACES (INCLUDING 2 H,C, SPACES) : 49 SPACES/7.790 S,F. = 6,29 SPACES/1,OOO S,F, TOTAlL BUILDING AREA (PHASE 3) ... 10,080 S,F, PHASE 3 REQUIRED PARKING: 3 SPACES/1,OOO S,f. Of BUILDING = 30,24 ACTUAL PARKING SPACES (PHASE 3): 33 SPACES (INCLUDING 2 H,C. SPACES) : 33 SPACES/'O,080 S,F. '" 3,27 SPACES/1,OOO S,F, TOTAlL BUILDING AREA (ALL PHASES) = 38,440 S,f. TOTAL REQUIRED PARKING: 3 SPACES/',OOO S,F. Of BUILDING... 115,32 SPACES ACTUAL PARKING SPACES: 167 SPACES (INCLUDING 8 H,C. SPACES) : 167 SPACES/38,440 S,f, '" 4.34 SPACES/l,OOO S,f, PARKING REQUIREMENTS VERSES ACTUAL - BY PHASES SECTION PINELLAS COUNTY, FLORIDA TWP. 29 7, s. , RNG. 16 E., UNE I DIRECTION I DISTANCE L1 NOO'2214"E 38.11 R NOO'24'j6'E 38.1 2'M LEGEND RADIUS LENGm 280 R 149,95 R CH~ BEARING 10 14a.16R N1r5816 W R 14a.17'M N15'03'27'W M 30,26 R N26'2217 W R 29,97't.l N26'OS'58'W M ......... , LAKE . - PO~R POlE Q - UGHT POlE @ - STORM SE~R MH ~ - SANITARY SEV1fR MH ~ - WATER VAL vt: C8j - WATER METER @ - BACKFLO'N PREvt:NTER o - CLEARWATER GAS MARKER ~ - GUY 'MRE - . - - - - Ovt:RHEAD 'MRES '" '" '" - TOP OF BANK -0- - U,G, STORM SE~R UNE 00' t:. - OAK 00'. - MAMOSA 00'0 - PINE 00'. - PALM 00'0 - CHERRY LAUREL 00'. - CAMPHOR 00'0 - CHINABERRY CURVE Cl C2 ~ h C< ~ 220 R 30,29 R SANITARY SEV{R MANHCU II. RIll EliV.. 42.44 Eo IKV, a.,. 38.~ (r 'IJ') s.w. tjV. a.,. 38.12 ~a' 'IJ') s. NV, a.,. 38.25 (0 'IJ') EXlSllNG V{ lLANO JJRISOICTlQNAL UNE (s[E DW,/l) 9 EXISllNG SITE DATA: INOTE: EXISTING BUILDING AND PARKING AREAS TO BE REMOVED, SEE EXISllNG SlTt/DEMOUTION PLAN (SHEET 2) FOR SPECIFICS. EXIST, BUILDING APPROXIMATE HEIGHT:: 17' EXIST. BUILDING GROSS flOOR AREA = 848 SJ, EXIST. BUILDING USE WAS PREV10USl Y A CAR DEALERSHIP, EXISTING FAR. :: (0.D2 AC'/3.97 AC) = 0,50% EXISllNG I.S,R, :: (0,536 AC/3.97 AC) :: 13.5% ZONING: R3 (RESIDENTIAL) FUTURE LAND USE: RL (RESIDENTIAL LOW) tftR:ftR:fl o 30 GRAPHIC I 60 SCALE I 90 1 inch = 30 ft. 8 2 3 \\ , tllf \ - .Jl~'1i... - -s59111tr't - - - - -nr ~,-;- S89'41'15"E o.oo'N, I 1~'4- o II' 14' 20' I~' 11' - -0- - -0- - - - - - - - -0-0- -0- , , STORM S[V{R MANHCU II. RIll EliV,. ~7,56 II. IIV, a.,. 54.65 (0' PVoS1lC PV'E) ZONNING: C2 (COMMERCIAL) 'b. -P ~~ ~ y ~ ~ ~ 00 Pl<&!> , J747 FU TU RE LAN D U SE:oo~,: o.or~ (f N&!> CG (COMMERCAIL GENERAL) FND N&O , 1762 PLA T PRM / ' / / / ,/ / / // / // ,/ / / / / . / / / EXISTING 10' UnUTY EASEMENT} " 4 I -;(~--------------- , , Li01 N, NOTE: ALL DUMPSTER ENCLOSURES TO MATCH t ARCHITtC'l1JRAL BUILDING DESIGN. II ~ EXISTING 10' UTIUlY EAs{~Tj \, -...... 6 '- 7 Few .'..' '- .- I :::r::' PlAT Pfllj ~ .-'- --~~--------------- ,--------~--------~'if:ii(ira,_-' ~~9' SILTATION SCREEN '- <:> " 'Y1t:. i"" q SOO'2 2'14' w 4504' / t:. 6' CHAIN UNK FENCE 5 , -,1- -- - ------ -"587:S'1'~- I 587.69'M , , 40,0' \ I \ J' 'q3 522'03'oo'E' JJRiSOlCTIONAL D[UN[ATlON 15,95' ~\ (ESTABUSHED BY OmERS) 526'32'5.3'E ~ 17,19' y2 ,,,,-- N35'55'49'W SJ5'55' 49'E '( 12. 75' 4.01' \, 1 t:.22' --6,00' ^17' u .00' 20.00' t:. 2O'Slb T A TI~ SCREEN -----1 r-I ~~ ~~ :;) old $ <.j; ~~ DETAIL OF JURISDICTIONAL AREA SCALE: " = 30' -\I") ZONING: 0 (OFFICE) 20.22' FUTURE LANDUSE: R/OG (RESIDENTIAL/OFFICE GENERAL) It ,00' 20.44' I I I 7' CUl:S I' un E~ I I 'P ::i. ~ DETAIL OF UTILITIES A T SITE'S S.E. CORNER FC\I 4'x4' LBI 2610 SE. C~NER (:f DREw (ffIC[ P ARl< . CCt<Q()/INI" - ::.) SCALE: l' = 10' ~ ;! N89'2)'51'W 150:oo'~, t .ON $I TE IBM / //SE} NAI~ IN ?P. ,/' // // // " EliV..' 601" " .' / , ' .. / / /, ./ .' " ,,: ,.. [, ,", .. / ./ ",,' ////:' /// ////' //// ~------------_.._-~..~.. " " '''-.. "-'" '~., "-, "'", ", ""'- "'. '" " '''-,,- '",,- "'" ""'... ", ''.'" ''-,-, "', '\', """ "'" ""' '"', '" "'" ", ,,"., '"'" '-" '''"'''''.,'' "'"",, ""'" "'" """" ", "" "'.. '" '" "', "', "', " "',,', '''., " ", ", .".,' ", ", " '\ '" "" ''-'" "'" ""''- "', ", -', ..... '."(";' ""''''- "-", '''', "".", '''\,'''-.. '-'-"''\ ~ "'" -"" ""\". "'-"" _ ~ ~ ...'---"':::-- .. ~ _~ ...~ ... ~ .. --"---' .. --.l..-- _ ~ . ---:..- " , , , ", ", '- ' , ~ "I~ :, ~ ~ ~ ,,')"' '- (ASPHALT) .~~ ~ ._._._r_~i::.hlt"'l \ -------------\----------- 475,00' SITE DATA: PROJECT ADDRESS: 2300 BLOCK-DREW STREET, CLEARWATER, FL TOTAL Silt: AREA= 172,795,6 S,F,= 3.97 ACRES EXISTING IMPERYlOUS AREA TO BE REMOVED = 0,536 ACRES (INCLUDES EXIST. BUILDING, ASPHAL T,CONCRETE, de SIDEWALK) PROPOSED DATA PROPOSED BUILDING AREA 38,440 S,F, = 0,883 ACRES PROPOSED SIDEWALK, PARKING, 63,680 S,F, = 1.462 ACRES AND DUMPSTER PAD AREAS POND AREA 7,797 S,f, '" 0,179 ACRES PROPOSED IMPERYlOUS AREA '02,'20 S,F, '" 2,345 ACRES EXCLUDING POND PROPOSED INTERIOR LANDSCAPE AREA 6,976 S,F.= 0,160 ACRES TOTAL IMPERYlOUS PARKING AREA 57,476 S,F.'" 1.319 ACRES " OF INTERIOR LANDSCAPE \IS PARKING , 2,14" ACTUAL FAR, RATIO = (0,883 AC)/(3,97 AC) = 22.24" ACTUAL I.S.R, RATIO (EXCLUDING POND) = (2,345 AC)/(3,97 AC) '" 59,07" ALLOWABLE FAR, RATIO a 50" ALLOWABLE I.S,R. RATIO,. 75" EXISTING CITY ZONING: OfFICE (0) EXISTING COUNTY ZONING: COMMERCIAL (C2) (TO BE ANNEXED TO CITY) FUTURE LAND USE (CITY) : "ROG" FUTURE LAND USE (COUNTY) : 'CG" FLEXIBLE DEVELOPMENT: FRONT SETBACK: 25,0' SIDE SETBACK: 200' REAR SETBACK: 20,0' SETBACK TO PARKING:--1.2JL.. MAXIMUM BUILDING HEIGHT: 30-50 FEET STREET LIGHTS 'MLL BE PROYlDED fLOOD ZONE .X" COMMUNITY PANEL No, (125096 0017D) AS REYlSED 8-19-91 S. BNDY, Of SECllON 7-29-16 LEGEND 54.48' & 55.50' PROPOSED GRADE ~ ~ ~ PROPOSED HYDRANT ASSEMBLY a PROPOSED WATER METER . PROPOSED BACK fLOW PREVENTER ~ PROPOSED GATE VALVE . B.O. PROPOSED BLOW OfF . PROPOSED REDUCER . PROPOSED MANHOLE . C.O, PROPOSED CLOSE OUT ~ PROPOSED STUB mn PROPOSED 4' OR 6' CONCRETE SPILLWAY III ROCK OR SAND-CEMENT RIP-RAP (TYPICAL) G VELOCITY DISSIPATOR ~ BLOCK PAVING ON SlTE TBM SET NAIL IN P,P, ElEY,: 51.851' a::: '0 U"') 475.00' EXlS TING SIDEWAll< TO BE REMO'vtD 'MmlN DRII;{ AiSlE, CONNECTIONS TO mE NEAREST JOINT. (SSE SHEET LEG END 12 - EXISIING/DEMO PLAN). DREW STREET lOa' R/W DREW ZONING: R3 (RESIDENTIAL) ZONING: RU (RESIDENTIAL URBAN) CD DRIVER'S UNE Of SIGHT TO 1 APPROACHING PEDESTRIANS! BICYCUSTS '2" DRI'vtR'S UNE Of SIGHT TO I.V APPROACHING 'vtHIClES STREET EXISTING SIDEWAll< TO BE REMOVED 'MmlN DRI'vt AiSlE, CONNECTIONS TO mE NEAREST JOINT. (SSE SHEET 12 - EXlSlING/DEMO PLAN), VISIBILITY TRIANGLE KEY: -0 a a SIL T A TION SCREEN ------.... PHASE LINE -1-1-1-1- 6' HIGH CHAIN LINK FENCE H,C, 6 HANDICAPPED SPACE 12,0' X 19,0' --+-- DRAINAGE fLOW ARROW I I I I UTILITY EASEMENT I I I I - -37,0'- - - EXISTING ELEVATION RETAINING WALL ~...... ...---0------0 JURISTlCTIONAL LINE - - - - - 25' UPLAND BUfFER LINE [] . , ' , , . . . , , . , . . . ' , . . INTERiOR LANDSCAPE ISLANDS . , , , . , , . . ' . , . . , , . , , , . . ' , , . -0 STOP SIGN NOTE: CARE SHALL BE TAKEN TO PROTECT TREES, TREE ROOTS, AND BRANCHES IN AREAS 'M-JERE SILT A TION SCREEN IS PlACED NEAR SAME. APPLICANT: DREW PARK, LLC ADMINISTRATIVE OFFICES 3281 LANDMARK DR. CLEARWA TER. FL 33761 PHONE: 727-772-1776 FAX: 727-772-0095 PEDESTRIANjBlCYCUST V1SlBIUTY TRIANtli l/ /. /i 'vtHIClE V1SlBIUTY TRlAN<li 'B' I"." ~ ''"'I VEHiClE V1SlBIUTY TRlAN<li 'A' TREES TO BE REMOVED: Ei] 3-20' MAMOSA I~"l 1-22' OAK l?t~ 1-5' CHINABERR't' IrQl 3-4', 1-5', 1-6', 1-9', Ht CHERRY LAUREL ,0< cm Of ClEARWATER 20'X20' 'ASl8IUTY TRIANtli OWNER'S REPRESENTITIVE: EMERSON ATKINSON THE ATKINSON COMPANY 3403 CYPRESS HEAD COURT TAMPA, FL 33618 PHONE: 813-789-9548 FAX: 813-961-7591 PROJECT SITE ENGINEER: GALEN J. HOFMANN, P,E, 8620 AIRWAY BLVD, NEW PORT RICHEY. FL 34654 PHONE: 727-844-7686 COORDINATE GEOMETRY PLAN PROJECT ENGINEER: J.J. SOSA AND ASSOCIATES, INC, 5811 MEMORIAL HWY.. SUITE 207 TAMPA, FL 33615-5000 PHONE: 813-888-6525 EXT. 212 Sheet 3 of 10 JOB NUMBER: GALEN JAY HOFMANN , P. E, 9-1 SURVEYOR: GEORGE A. SHIMP Ii AND ASSOCIATES, INC. 3301 DeSOTO BLVD., SUITE D PALM HARBOR, FL 34683 PHONE: 727-784-5496 8620 AIRWAY BL VQ, NEW PORT RICHEY, FLORIDA 34654 REV DATE DESCRIPTION PINELLAS COUNTY, FLORIDA ~~ 35' x / / // 34' , NOTE: ~.... // '<it:' 33 32' UPlAND BUFFER REQlJIERED : 1,376.7 SJ, o",.x / r~ /./, wi USE r::f STANDARD 25' BUffER 38' vo" I // J1f:; 1 oJ --,.,. UPlAND BUFfER PROV1DED : 1,488,8 SJ. CHORD I BEARING II ~O(/ / ~:.:::''''''"",,,,,,''''30' W/PROPOSED35'-20'BUffER 148.16R Nl''Co16"W R '/. 1 ' , .JO ,\ 37 I I / /~ 148,17't.l N15'03'27'W M 40' 39 \ \ ~fJ/ 30,26'R N26'22'7 W R I I \ '\ I J/'/. I / SlR 29.97'1.1 N26'C6'58'W M 1$' \ \ \ \/ "fc* / I 'fT r \ I ;'/1 q f I ~ \ j./ \ , I '\{.~ I I " ,I 41?11 \, I; Ji I I LAKE SANI'TARY SE'M:R foiANHOLE \.\ " " 'N,w,\ \ ~ ~1\Y\ \ \ I~I \ N. RlI.I 00.- 42.44 ..........., \ E. !NV', EL- :18.08 (S' 'r'J') I \...........:' \ ~g~,,, K' EXISTING 't{n.AN0 S.W,IINV, EL- :18.12 ~8' 'r'J') 42 \ ~t5. 'l' \ "l.~ft~ \.It' ~ JJRISDlCTlONAL UNE s. 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'1':", ,t.,' ......." ,t.,[""".."t~'OINIcdIhu.<v:II:'\".s/W"" ",.10 ,', ..~ ''',''''"' " .tt.L.....,~....J..;,.,""""'""Tu.,: ',",',1\,:" Oo~ .,~,' :I"~J';':',' , ,.EX!"""G..""..:....c-..A:.:..., ','~"'" '.. ~") "/; . 29'J. ~,';,,'. ...,'.') _ ',-~~~..~ P[;1\" ... ~";.'~~-- /\ '/ ., i/~) e2~~< ",.. \ ""-'. ."';. .... .. . - - '<: i . . ~'Tr:/",:~~~'~H\' ... //~.. \. . (.......7 .," A' /~:/;<0. "'~ .~... "-7 '\ .. /.:/' .. ...... .': ,; )/;, ~ '~~~~ '\-;~~ fO~ \ '~;~ \ 62,1':t' / ~~' \ 61.1':t ) ~~, t. .~ \ '+ / n"'r..' 59.o'f!' ",', " "58,'2':t ;'/ 57,8':t "/ j, 1\57.1':t' (~ ." ~' ~" j .~" 7" ", ~'~ ~ .~ l'i ~ ~.~ \ 52,8':t / ~-~ , '* ~ .- " ~~1> ~:.~~ $'\'\~ 'MATCH EXJST, ",,'v~f' MATCH EXIST ~-r:~~ ~,r;~ 60,' - ( ~~.ti~ MAT8H EXIST, MATCH g)(IST. MAroH EXIST / ( foiAT8H EXIST, \~~~ "2 CURB & R .,j~~ "......... <}'~~~~" n ~~'~'<;' ~.s;~ 1.~.ft? 1'.~~ MATCH EXIST,.f~~ 51.7:t 14?~~ ~~:;-ON SITE TBM I ......, '<? 6J5' i <,,'v \~RADE '<i' ~ GRADE' '<i' <Y ~tl~H EXIST ~. GRA E GRADE / GRA~t' / (GRA E \.~ ,2':t 56,0':1: <}' 55,1':t......... <}'. qil 0/ {> '( GRADE ,,0)>' foiA~ EXIST. " I" ~ ~ SET N_AllIN P;P, ON SI TE TBM I " " MA TCH EXJST, ('4~HALT) t~~ci [VIST " .... .... E \ \ / (ASPHALT) I I CURB INkn foiA (XIST. Mt15~ EXIST, MA TCH EXIST, ..... --...... I "" CURB INLET.... (ASPHAL T) "......:R E '\ "......... ELEV,- 51.851 5ET NAIL IN p,p, "GRADE ..... GRADE '-AI ...... I I........ "-_ / I 1 0 T~ EUV,C51& GRA................. GRADE '\ 53.67' L"" 0 T~ EUV.- ~20'\. ....... .... ELEV,-- 6',31 1" " " ......, l ........ - --- / / L THROAT EL- 56. ~ .......... t'Virle~'T [0 P" I THR~T EL- ~2.4J ~ ...... ........ 'k" ':.... ,.v 0..,." ""ill'} , -"'. ..., j 0 (' ill') \ ' ~ LEGEND If) DREW PROFESSIONAL. PARK ~. 2316-2352 DREW'",'6T, C LEA RW A T,E..R.'~' ".'rG,." "(.f ,:', ;:f '!'i~'D~ TE " '" ,.,'.. . .'" s, .;, ~;::~,.~~~i(", t., . " " GALE~ ~~', tlon,v~~# ( r:E.; , , '" '. '; '" coosu~ T'01~kr:~~~~~ J? .i,}.;>i ~i7!{:~ ~/~;-lJ'ff~". ',., GALE~ J. Hor&4~P1( ,P,E.L/'2179S ',,' .. f." NOT VALID UNLES~,~~f..l,~Q~.?~D. 'M)l'=l':~.~'\~~fD"St~L ',:1~_j,'{"',', F, " , "'" .';' :'-7 r.; -*f.~'''J.' ".. " ~ , \. ~ J,:,.:,'<.,.!.,._ l,..~ . f"" f I I' I' \ \ _i 4~(-"""/r;. SECTION 7, TWP. 29 S., RNG. 16 E., 8"X16' CONC, BLOCK CEMENTED IN PLACE o o o o o o 0 D o 0 D~ I DIRECTION NOO'2214'E NOO'24'36'E UNE L1 DISTANCE 38." R 38,12'M 6" THICK REINfORCED CONC, SPILLWAY - T CUR'vr Cl RADIUS 280R LENGTH 149,95 R 4/1 4/1 8'X16' CONe, BLOCK CEMENTED IN PLACE ~ h C< ~, o o C2 220 R 30,29 R vtLOCITY DISSIPATER DETAIL vtLOCITY DISSIPATER DETAIL t:ftftftR:fl o 30 GRAPHIC I 60 SCALE I 90 1 inch = 30 ft. N89'22'51 "N ~ 'c1' VERTICAL SCALE: HORIZONTAL SCALE: 1"=2' 1"=20' n ~ O'l If) z ~ o ~ G ~I w U"l III I- ;> a:: ....J <( W t; ~ II ....J n W O'l cO ~ If) <( ?; II w ....J 0 W U"l Z o 0.. ~ 0 a:: a:: <( 0.. a.. Z o G z w w CD N I ..-- I W1W U) U) <J:j<J: ::r: ::r: D- D- I ~,43' 55.50' ~&~ PROPOSED GRADE -;::}----{J---- SILTATION SCREEN II . ....J1f) we"! O~ Z II au... ....Ju... :::::lo CD Z Z u... 0 0 O....J r= w:::::l U o CD w U'i 0.. U"l I- 0 0 :::::l a:: z 00.. w -----.... PHASE LINE ~ PROPOSED HYDRANT ASSEMBLY 6' HIGH CHAIN LINK FENCE w w a:: I- ~ <( o ~ PROPOSED WATER METER H,C, 6 HANDICAPPED SPACE 12,0' X 19,0' I PROPOSED BACK FLOW PREVENTER ---/'-- DRAINAGE FLOW ARROW ~ PROPOSED GATE VALVE 59 If) ~ '0 ~0~'~ ;//. rrz :;::~ :0~' ~ ~3 @ ~ roO ~ n~ ;~~~l\; '~, ""'- P R ()\-" U C. L.J ~ ff%" 1000::::::- --[X1SnNG t' ~ ~ ~ --E:L~ A... .00, -- -L ~/ -~ ALL BUILDINGS TO BE STEfoi WALL CONSTRUCTION 'M-iERE NECESSARY. MAXIMUfoi SLOPE BEThfEN BUILDINGS I't1THOUT ENTRANCES ON EITHER WALL TO BE 4/1. foiAXIMUM SLOPE BEThfEN BUILDINGS I't1TH ENTRANCES TO BE 3.0% 8620 AIRWAY BLVD, NEW PORT RICHEY, FLORIDA .34654 . B,O, ~ PROPOSED BLOW OFF PROPOSED REDUCER UTILITY EASEMENT . PROPOSED MANHOLE - -370'- '- - EXiSTING ELEVATION 59 . C,O, PROPOSED CLOSE OUT RETAINING WALL ~-- .........-0--------0 JURISTlCTIONAL LINE PROPOSED GRADING & STORMWATER DRAINAGE PLAN Sheet 4 of 10 -t PROPOSED STUB 57 ~~[D r.OA~ V ~~- GRADE- / ~ EXISTING ELEVAT10N~ INTERIOR LANDSCAPE ISLANDS 57 r~f~ PROPOSED 4' OR 6' CONCRETE SPILLWAY 25' UPLAND BUFFER LINE JOB NUMBER: MATCH EXSISTING ROCK OR SAND-CEMENT RIP-RAP (TYPICAL) . m [J""" . , ' . . , . , , , , , . , , ' , . . . , , . , . . , . ' , , , . , , , . . , . , ' , , . GALEN JAY HOFMANN , P. E. 9-1 55 I I STOP SIGN VELOCITY DISSIP A TOR 55 ~ DESCRIPTION BLOCK PAVING -0- CROSS SECTION A-A (93,0') REV DATE LEGEND . - PO~R POlE Q - UGHT POlE @ - STORM SE'M:R MH @ - SANITARY SEIll't:R MH @ - WATER VALvt: ~ - WATER METER @ - BACKFLOW PREvt:NTER o - CLEARWATER GAS MARKER --1 - GUY 'MRE - - - - - - Ovt:RHEAD 'MRES ," 'I' 'I' - TOP OF BANK - D - - U,G, STORM SE~R UNE 00"6 - OAK 00"" - MAMOSA 00"0 - PINE 00". - PALM 00"0 - CHERRY LAUREL 00". - CAMPHOR 00"0 - CHINABERRY SS4'30' 4{)'W 20.03' 4 --- JJRISDlCTlONAL ARU 522 '0 3'00' E \ . / (389,67 SO, FT. M,O,L) 2,97' I \ ....- $00'22' 14' 'N JI / 45,04' 522'03'OO'E \~ - JJRISDlCnONAL DEUNEAnOO ) 1595' y\ (E5TABUSHED BY OTHERS) 526'32'53'E ~ 17,19' y2 \.....-- ~m'55'49'W 535'55'49'E '( 12,75' 401' \ , DETAIL OF JURISDICTIONAL AREA SCALE: 1" = 30' ...') ~ FCloI 4'x4' LEI 2610 S E. COONER C1 DREW C1f1Cf PARI( . W<DOMINIW - ::) 150,OO'R; '49,55'~ Q:: '0 If) SECTION 7, TWP. 29 S. , RNG. 16 E., PINELLAS COUATTY, FLORIDA UNE L1 DIRECTION NOO'22 14 [ DISTANCf 38,11 R LEGEND NOO'24'36'[ 38,l2'M ,', . - POVlfR POlE Q - LIGHT POLE ~ - STORM SEWER ~H @ - SANITARY SEYltR f.lH ~ - WATER VALvt: ~ - WATER METER @ - BACKFLOW PREvtNTER o - CLEARWATER GAS ~ARKER --1 - GUY 'MRE - - - - - - OvtRHEAD V,1RES '" '" '" - TOP OF BANK - D - - U,G, STOR~ SEVlfR LINE oo'~ - OAK 00'. - f.lA~OSA 00'0 - PINE 00'. - P ALfJ 00'0 - CHERRY LAUREL 00'. - CA~PHOR 00'0 - CHINABERRY ~ /. / / // 4c I .......... ',4' pr",W, / ;\ I LAKE SANITARY SE'IlrR MANHOlE ',,.;.m,w, ;K N, RlloI 00,- 42.<< '''-.. ; 3 \.. ......-- EXlSTING 'IlrTlAND L OV. a- ..~ (< "'I "'~", \... 'I "Rj<''''CTI'''''Al. UNE s.w, IIY, EL- 38.12 {8' tI:P) ..,.u, t ," oN.)Ul vn S, IIY, EL- J8,2~ (6 tI:P) 9 / / 1 ~ / 'V (SEE OCT AlL) '{,~'\~ ,11:>~~'" ," ,~'>-; / ,I,off. \~, ~ r ros <.,,-g,'V-v // ~~\:).??" \ // 1~ I \, ~ ~ v'f' ,I, /)(,.... '\ I ' ~~ //" / V 10' 1b ~\j'~ ~ ///,'/ ,I/o" '). I "-JJ, 'd^ <;J-~ / // ~ ,I/o' ~~ o:z{ r r - -;: ^j~- - -,L/_ _ I \ / ' J#~// -------------- I //// " --. 's.[. -/~---~6;.oiA.1JUill~mCE.. -:- j------~10' SANITARY SE~R [SI,(T ~ 19'~ .P:/ ,r / ,h/ ---_~ P) ____ 1_, OR, ~135, PC, 508 ~ v Y' 0/ / ~ I' - - - .<<.f?tK'~~<V ~{ 0/6' ,I/o' ,~' \ I ~ ~.. .'\;)\) -1' / ~ \\ I // ~~ti.. / // #' , I D.l~' I / / , ~ I 1.(\'0 RE1/\1'~1€o ~<t- / ~/ ,~ ~v f\ ..- of"i {I,'\;)' / ~ I~ I EXISTING 10' UTILITY EASEMENT \ / \ / EXISTING 10' UTILITY EASEMENT} / I ~ EXISTING 10' UTILITY EASE~T} \,.. /9, 9's'[. ,,'/" /' d' II I I V' I ' /.ot9' \ ^ 10 6' CHAIN LINK FENCE 6' '/If 2 3 4 5 6 ", 7 ' /,/ / . I '-' \\~V\\\1 '~\. ~ i:::: 1 ... / '.. / :' I ~ :;:.::;:; .~ .... / ".'o',. ... / PRI>'OSEO PONO \ : l> o' N< ~/8' 11762 \, '\ \,0., tu\lIND' \.' '~l4 ClF; ''lI\ ^ ~ r :r.: _ 0.22'N.; 0.09'1, (1 rCll~ Pe""V 002'~ ' .' S89'41'15"E 0,00'N ~, I d,O'J<, ' 587.69'M ..J ' ""oW .,)(( /' / __z:':=:;= \r~ PLAT PRM_ _ ~ ..J.. _ _ _ _ _ _ _ _ ~ .I..t..:.'L.. _":"..1::.... ~1i!s7 __ ~r: _IL _ _ _ _ _ _ _ _ _ __ . '\. ... _~_ "'.. ~~==- . \\)) \~I~ -~.:...::---~---~-- 'I --- --, --- -----{---- 60'R --- --- -~- 60'R.'" --- ~~~-- 60\RJ;:- . ~~OCA1tD -y 60'R -~Rfl.0CA1tD6'i(..,:.::7 --- --:::_-----..~::..---. --- -j-...O' cj6,U'R05' pll &'IC::)JH l (' -=-~=- l' Ii ,\ - - - r 152.81 R \ 4 ClF \ 4'0 I -r-v.r (, 4.2~'S ---======::-----#~~---:::::::==~ T 9 6' 6' 'Ml.'l. ~44 I :::il:; _-~_=- ~ II ,611 \ [\ ~ ": (::..:::::::::: =:: = = =:::: = = =t11-f--H-'t .: ~ ~ = =:: =:; =:;:;:::;:;:::; :;O;~S:;:;:;:;:;:;:;:;:::;:: ;b:;;,;:;::::::;:;:; ~ ~ !~2.:;~~.===.=::::=..::=...=..::::= =;~ .=.~- ~- ~= = =~- ==:::: =:::: ~? ~:: ~::::::;: ~ ~~~ 1,~HijG~~~~_:: ~; ~ ~ ~ ~ ~ ~;;:; = =~:: = ~ ~ = =:~ =:,; =P=H--A= =S=E= ~;; ~ ~ ~~ ~ ~ ~:::::: :::::::::::::::::::::::::::::: = = = ==_~ = = = = ~:::: ~~'~= =~ = =.l :::; _ =~= = - = ~ ~ Ii' cHAlfn ; <, I , .' \;.. - - -- - - - - - - - -- - - :E:f-f-K.-)t - -: t",:,-,~-- - -= = ==== - == =PRCf'OS[D r YIro( SW,lU: -- ---------- -- ---- ------ -- - --- --- - -- - ---- ---- - ~~-PRIROS[D r W.DE SW,lU-- - -- - - - - - - =~F;rl~:;3- ---- - -: - - .... ... --- ------- - -- - ---- PRCf'OS[D. IDE SW,lU.-- ---- ---- -:t:- r;l ~ II II ~ ~RIYATE 3/4' "ETER &. 7 II I ^ 20. ~,T~~!'W~ANHOlE \ ~" ,h,w"~", ~5i:':;:':;::;'-- - - ---------------- "A,,======"====~::;::;i~----~-)f~~=-=-'--' ------;,--~~f~2 - - m~~ --" :~f;~~!!------------ - --:::: - C NN;:-~--; : ,- .:;:: ~ 1I.l.IIICJ B.O. ,/ I' PVC WATER5ER~CE _._'0 SF c~~ u U~Y, EL. ~,6e (6' P\.ASllC m) ,~ ' \ \ BUILDING 8,0. II ~ :-:-:-:.; . , ("-.J ~~,'..,'.'.' 50 58 . .'. 59 E ISTING M,H,- 6' . . . VI'" 60' X J09' '\,..... \ ., . , . . . . , , , , , . . 1" , C lliy__ " ,'1' . '.,..' ,61~' , "", .... N ,..'..,. , ' MH ~2 l.LJ CuI,','..,., ...., 11 oJ 2'X2'11' TEE ,'. \ ~\ PflYATE 3/4' I.ETER &. "..:.f, . , . I.' 6 ' ~ I , \~ 6,400 SF 1 PYC WATER SERV1C{-'<. ~l~~ ~'~INIMUM UNDE~P~t~ 1 ~ ~ ,r=M~l~9~ : l .:. "I;: i t>i' \ \< " 45'X120' PHASE 2':,~ :..-r-:<c ~ ~AL SEPARATI~ _ _ _ _ _ _ _ _ _ _ _ _ INY= 50.38 -A-l_O-~ _ _ _ _ _ _ lNV= 48,44' - _ _ - _ _ _ _5; -,,- '~~: ~,O, 1, BUILDING "l" lit',. I \ "'" TEMPORARY8'PLUGi:' C'^ ~ PHASE 2 I I PHASE 1 20.. ~ /:H52\O"'" = 51.7j, [,...11 I '\ ' \; INY= 55,06' ~ ",;) ~ / I ~ , . , ~ I ;~ .20. 0 ~ ~ :..I~~~. 41,03', , ~::,';' INY= 47, 5 <~;: ~11' \ ' . ,.,.. '., r'';::::-'~~Oci., ~!J2'-6 PYC ~2J'~ ,,,.... ~ ~ ..,. .,..~ 122' 8'PIC01589% .. ~ 75'-8 PYC@1.8% 112. Ii", .,:-172-6IPYCC1.00V,,:,\ . "/ 1/ I ,.', 20-6 PYCC2.70%~'0,' ~t'\ I .....'.I,~A\ltNr~. ~ ~" "Y ..., Iii,' , 'f' ~ <C) ...", <I ~,;;I ", [,;//11 \ \ ~J ~P' I ....1-. .. '.... c!l l'\ (! <-:-:< -iI 1UI"'~,l-:-:- << rI .'" -1 <...'.'...'.y ~ ---i!! '! [/1 I ~9' ,..,. ~ ',~, :::~ ::::- .', 1l\f'. ~ 150 ..'..,'. 14Q :-: -:-: 125 119 .'..11 ~ '.' 18' MINIMUM-- ~ '~O'I~ 1;1 I · ~.."Y' CO ,,/ .~ .......,' ....;.::c,..,~,~\'.i."~:" ,', ~ . 6.oo'W<<SltWl.f (;".',,' ",,"': ..:',:;, " . ~ . . I . , . ,. ..", ''''. ,..', , "uJ'.M~"i;Iii~' 'j ".' ..';",.';' ~'"." ,', ;':. .' ,.,.'.' 111 VERTICAL SEPA ATION ;:: i II; I ~ -;g \ ' '.( ~ ;' ., ',' , ' " '" , ",' 3280 SF " ' . . . oj R AL SEP~ UION..,'. " ; ,..: ":", ~ <s.:' BUILDING "I" l</f/: ~ \ ~ 1,\ BUILDING "B" '~" c.. I ;', ." "', , '41'XBO' .' , I~ / I ' . 0 . " c.. .3i ~ (./) · "':.. ~ \ \~, 4.880 S.~ . " · 1 {': ,', " .. . " .' 14 ~ / ;-<21>': ~It W~' 126", ~ ':' 1 >. ':".: ~ ~: ~lt \ ',0 \~: 45'X104' ". '$ I,,;, , /:.45.",. , . ,'" ~/ / 1f-~!1 REDUClti:, '", 2,4~0 Sf .? ~ i\ 6~~6fJ~~' )'/1 \ \ ~ \ '~', PFIYATE 3/4' METER ~--... '", 25 I ,:' 60'CANOPYDIAMETER P,RIYATE 4 ETER &. " '"'I / Jf:2 90 ELEOW __ ':;' C,O.I2.1 41X60 !.., 107 fX1' EDUC R :,: III( : \ I.... ~ 1 PYC WATER SDV1CE ".:. ~ 2' TEE \ ' ' \ \. \\, ~\\~ \~. I. "", ';;:' :,8::':it.\t'" ~~ :\' ;'.'i!I;~'7"~~;?:'! xtxl' r' E ~:, ' . , wi; ~!l\ 59'-8' Pit 0150% :r::,;:::""""O~H: 13 --.- t "F" INV"900 I~H BUlWING ';" :,:lX..:1' .,' 2"XI' REOUCE:~i?'~' ...1', Pit .W~. ~~~~~ I B2 ... ,. .." .':" ~ i / \ \ : ',' :-:-:-:- 0- ~ 0- .:-:- ., BUILDING :.:.:':. 77 I;; : I , '\ . .:.:.:.: ~. :':': , . . I : : : : :: .. ' '.... _ . I ' , . . . '" \ .~. ': 106 I........ , 1/ ~ I " f1() PK&D, 37.7 ~ ........ ~ .... ....'l..;.,.. .. . . . . .. . . .. ....:.. . . . . lS " .. ~ ~r ~ / OOO'~,; O,01W (1 ~&:D '<, \ :;, I;' BUILDING ". . ...... . ,_......... ':1;::: ~ . I (I.J6"WEOP' " ';':::- .:...... 'I ':~~. ~ 1'762 - \:', 1'0' - - - - - ..-::....~ - - PHAS~~~::_~,;..:~11 ~. BUILDING "n" ~vm2:~;~;rrR & :;'i I~ ~: i \{ I ~ BUILDING;:;' ~ 1f:. -. ~,~'" PHASE 1- -, ~ - - - - - .J ,\ ,.' · p PLAT P,". i .. ., - .!~ .'. 1 Pit SEll~CE LINE" ~ I, ' 1/ 4.,;0 SF "" ;r. ,c I ,:~:-:' ~ / '" I ,\, II .~ 13 7 ::::::::: 6 ~~~~ r, ,I 167 ,;~.; P,RIVATE 3/4' METER &: " , , \'~ 135 I 12' TEE\, ,';" PRIVATE 3/4' METER &: PRIYATE 3/4" METER &. ':',,~ w '. : 100 95 :-. -: -: -: 94 88 ~:96' i 'b . , . , . RO, ,. ....-1 PYC SERV1CE LINE 2 X2 Xl TEE", 1 'b;'~O' ,.Y \ 134 '.'::' ~1' PVC SER'v1CE LINE 1" PVC SE~V1CE LINE -=---...,,::~':- 101 .... .....'... I , " 0<1, .,',.,'.' . . ',' 202'-2' PYC WATER MAIN ,,~. I 160'-2' PVC WATFR MAlN . . . . . . II ' EXISTING 4' PINELLAS COUN~A,TER~AIN~ _ i' - ", ll,', .....-- 2'-90' ELB()W <> '2'X2'X" TEE fBRG, REF, UNE PHASE 1~\ '41'-2' PYC WATER MAI~ [L ---2"X2"X1' TEE 2'X2'X1' TEE-"""""'" --t-2"-90',ELBOW I / EXISTING CITY Of CLEARWATER 8 DIP W,M,-:.::::::..... __ _ _,_ \.\.:.?. d 100'R 60YR I ~ 60'R 60'R 589'22'51'[ -'^' 60'R TEMPORARY 8.0, 4' r PVC WATER ~l~'\'R V -tW~~~WH~l~ER l00'R l' __ _ _ _ _ _ _ _ _ _ __ _ __ __ !OO'R _ _ _ __ _ I SIR -r= - - - - ~ - --- --- --- n- - - f.-88:-...Jn, , EXISTING CITY Of CLEARWATER 16' W,M, --... ' ",'~,,',,, ',:. 'Fcii 4'x4' ,:':,'" DlST\Nc 5.0' Yl4OE,~"" '. ,'"" , .' " ..: : :,' Z:,'. "1 _ _ ", "'" ;', ",: ' :: ,r'lO'::l ~~,~! yy ;,'" ~g :5.0~ I~ ~,IJJ(, '."..':.. .":' ' "',', " .. /' ',: " ; ,:', ',', . p1S~NG ~ ,yttJ!;~,IJJ(: ,', ': \ 5' S!W '>: :,'., : , >: ',," " / y~"Uj,~~ ',':: EXlSitlc '5.~ IDe SOCfAlK ',: ,',/ : ::: .I '- '00'~,'6i ':' ",; ,'~~~'~,~','ili SlCO'AU(, ' ' '," ',:". . :' , ..'.. '. : : :: 2,9'~,: ' . '~,', " " OJ - - - - ~ - - - ~ r'LATPRIr -r - S.s.. I - - - " - -:-:l t. EXISTING 30' PINELLAS COUNrYWATER MAIN~ - -'- - - ' ,'.'." ,",' 'V_l .Z '~~ I" ~ , t. ~ EXISTING CITY Of CLEARWATER 8' DIP W,M.J~ / I l ~ 2' CURB &. GUffiR . ~ ., \ "-- ON SITE TBM 1 EXISTING CITY Of CLEARWATER 16' W,M,~ SET 6' H)'PRANT ASSEMBLY EXISTING 30' PINELLAS COUNTY WATER MAIN II 'H RA T At:SEI BL Y \ ELEV~Al~11~~t ON SITE TBM (ASPHALT) C N CT T 8 CI Y CLEARWA R (ASPH,o.LT) CURB INLET N CT 8" CI CLEARWATER I CURS INLET (ASPHALT) , ~ h ~ ~ C2 30,29'R CHORD 148,16'R 148,17'M 3O,26'R 29,97'M I BEARING N14'58 16"W R N15'03'27'W M N26'2217"W R N26'06'58'W M 10 CURVE Cl I RADIUS 280 R I LENGTH I 149,95 R 220R SlR tR:A:R:R:fl o 30 GRAPHIC I 60 SCALE I 90 1 inch == 30 ft, SANITARY SEWi:R MANHOlE N, Rnol 00,. 48.<< N, INY, [I.- 43.55 (6' tI:P) S, IIY, [I.. 43,31 (8' tI:P) N,[. INY, EL- 42,92 (8. tI:P) WilY, EL- 43.10 (8' tI:P) CORE EXISTING M,H, r- FOR PROPOSED 8' PYC GRA'v1TY SEVlfR, SOUTH SIDE Of EXISTING M,H. 8 -------l ~I ~n w:;;S ~~ =:> ~$ c..;. ~~ ~,O' , , , J, ~3 522'03'00'(' JJRlSDlCTIOOAl. DWP\(.4 Wi 15,95' ~\ (ESTABUSHED BY OTHERS) 526'32'53'[ ~ 17,19' _, 2/ \ ....-- N35'55'49'V. S35'55'~9Y '\ 12.75' 4.01 b 1 SOO'22'14'W ~5 04' DETAil OF JURISDICTIONAL AREA in SCALE: ,":: 30' '8. -1J ~~ ~ y ~ ~ ~ DETAil OF UTILITIES A T SITE'S S.E. CORNER SCALE: "::'0' FClJ ~'x4' LEI 2610 5E. W<NER ('{ DRfW CHlei PARI< A cc.~N1W . ~:) 150,OO'R; 14955\1 ( 0,65' CURB N89'22'51"W Q:; '0 I.f) ~48' ,r- & 55.50' ~ $, BNDY. Cf SECTION 7-29-16 ~ I ~ DREW STREET I ~I~ I 0-1 0- LEG END 100' R/W I NI"- W1W (J) (J) <t:1<t: :r:: :r:: 0- 0- I DREW STREET LEGEND PROPOSED GRADE --0--0---0-- SILTATION SCREEN ------ PHASE LINE ~ PROPOSED HYDRANT ASSEMBLY 6' HIGH CHAIN LINK FENCE ~ PROPOSED WATER METER H,C. 6. HANDICAPPED SPACE 12,0' X 19,0' . PROPOSED BACK FLOW PREVENTER ~ PROPOSED GATE VALVE -f- DRAINAGE FLOW ARROW . B,O, . PROPOSED BLOW OFF PROPOSED REDUCER UTILI TY EASEMENT . PROPOSED MANHOLE - -37,0'- - - EXISTING ELEVATION . C,O, PROPOSED CLOSE OUT RETAINING WALL -i PROPOSED STUB ~-- ----0------0 JURISTICTIONAL LINE NOTES: ALL SIDEWALK, SOD, PLANTINGS, ETC" THAT ARE DISTURBED, SHALL BE REPLACED AND/OR RESTORED ACCORDING TO PINELLAS COUNTY STANDARDS AND REQUIREMENTS POTABLE WATER & SANITARY SEWER PLAN Sheet 5 of 10 DREW PROFESSIONAL PARK 2316-2352 DREW ST, CLEARWA T.tR~"''FL r."1Tt!~ PROPOSED 4' OR 6' CONCRETE SPILLWAY 25' UPLAND BUFFER LINE VELOCITY DISSIP A TOR . . . . . . . . . . . . ............ :::::::::::: ALL UTlLlTlES LOCATED VI1THIN SOUTH R,O,W, OF DREW STREET SHALL BE LOCATED AND IDENTlFIED PRIOR TO THE START OF CONSTRUCTlON, JOB NUMBER: . E; INTERIOR LANDSCAPE ISLANDS WA TER MAIN CONNECTIONS TO BE MADE TO EXISTlNG CITY OF CLEARWA TER 8' D,I.P, WATER MAIN ONLY, 91 GALEN JAY HOFMANN , P. E. m1llim BLOCK PAVING -0- STOP SIGN 8620 AIRWAY BLVD, NEW PORT RICHEY, FLORIDA .34654 REV DATE DESCRIPTION ,1'\ ',f P,V,C, PIPE RESTRAINT THE F'oLLOVING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS' 1 BEND - INLET AND OUTLET 2, TEE - OUTLET BRANCH 3, OF'F'SETS - INLET AND OUTLET 4, CAPS 5, PLUGS 6, LAST TVO(2) JOINTS ON A DEAD END RUN (rlln, 36') 7, LAST TVO(2) JOINTS ON A HYDRANT RUNOUT (rlln, 36') r-L ... -1 ~ Megalug Restrainer <Typ,) I. ~ <'y -.. ~ Ebba 1500 Series <TYP~ L = MINIMUM LENGTH TO BE RESTRAINED ON EACH SIDE OF F'ITTING ((t.) NOM, PIPE SIZE 4 6 8 10 12 -j 1'- ELBOVS (deg,) NOTE' THRUST RESTRAINT AT F'lTTINGS AND VALVES SHALL BE BY USE OF' EBBA IRON MEGALUG RESTRAINERS, THRUST RESTRAIN BETVEEN PIPE JOINTS SHALL BE BY EBBA IRON SERIES 1500 RESTRAINERS VAL VE TEES 9 11 14 18 21 11.25 3 4 4 5 6 22,50 45 90 5 8 12 6 10 15 7 13 20 9 15 25 10 17 29 CITY or CLEAR'o'ATrR, FLORIDA ENGINEERING DEPARTMENT .no, . ~!l/Q' ...... .. THRUST ~ RESTRAINING ~ CH 1~2 orv, ..It ICnlPTD "", SERVICE CONNECTION DETAIL NOTES' 1. VATER MAINS TO BE ON NORTH or EAST SIDE OF R,O,V" APPROX, 4 FT, BACK OF CURB UNLESS OTHER'w'ISE AUTHORIZED BY CITY ENGINEER, 2, SERVICE CONNECTIONS TO BE 2 FT, FROM SIDE LOT LINE ON EITHER SIDE OF LOT (SEE SHEET NO, 3), THESE SERVICES TO BE CONSISTENT 'w'!THIN THE SUBDIVISION, DRIVEVAYS SHALL NOT BE BUILT OVER METERS, 3, ALL LINES SHALL BE CHLORINATED and PRESSURE TESTED <TEST FOR ONE HOUR @ 150 P,S,J.) UNDER THE DIRECTION OF THE UTILITIES DEPARTMENT, AFTER SUCCESSFUL COMPLETION OF THE TESTING and CHLORINATION, THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES, 4, TEN FT, SEPARATION REQUIRED BET'w'EEN PARALLEL VATER &. SANITARY SE'w'ER LINES, 5, SADDLE IS REQUIRED F'OR ALL SERVICE CONNECTIONS TO 4' PVC MAINS, SADDLE IS REQUIRED F'OR 2' SERVICE CONNECTIONS TO 6' and LARGER PVC MAINS LARGEST SERVICE CONNECTION TO A 4' MAIN IS 1 1/2' and LARGEST TO ANY MAIN IS 2', 6, MINIMUM DISTANCE BET'w'EEN SERVICE TAPS TO BE NOT LESS THAN 36', r Curb Stop / MUELLER H14350 with ~ c::(D. COrlpression InlE't or Lock 'Wing o.n o.pproved eqLpl ~ 'Wa ter Service Tl.Jblng Drlscoplpe 5100 or Endot/Yo.rdley Blue Jet, SDR 9, 3408 Polyethylene 'Wa ter Malr cln or CLEAR'w'ATER, FLORIDA ENGINEERING DEPARTMENT i'lP:' , ~!l/Q' I D<<DCtll JY 'o'A IER MAlN SERVICE ~ lP< c:oNNECTION DE A L ~ ". ...., I I>" 3 I 1Vtl~ "I'~~'~"""'" ll['Y....n DUU:IJ'TP. TYPICAL SECTION NOTES, 1, 2' PVC CONDUIT TO EXTEND 2' BEHIND BACK OF CURB, BOTH SIDES OF RoAD'w'AY (NOT REQUIRED ON SERVICE REPLACEMENT), 2, PVC CONDUIT TO BE MIN 18' BELo'o/ THE SURFACE MEASURED FROM TOP OF F'ACE OF CURB, 3, VATER MAINS TO BE MIN 30' BELo'w' GRADE and APPROX, 4' BACK OF CURB 4, CURB STOP TO BE LOCATED APPROX. 1 FOOT BACK OF RIGHT-oF-'o/AY 5, SERVICE LINE TO BE MIN 12' and MAX, 18' BELo'w' GRADE, " ~ . .... ~ " ~ >, d . "tl d o Q' ~ C; . Cli "tl Vi - I' ~ -11' e-- . .... ~ - ,2' <Typ) I l~'?'> I ..:';;; ,.:,' I ""~' ....,., I I .,1,1, 12'-18' r I I C~~;~;~~I~ ~ <Typ.) VatE'r Main 000 -",.'1 I~"ll'~" ~ 18'M,n I 00 I ~ Cu-' Stop <Typ,) 3-1 ~ 3/4' Polyethylene '0/0. ter Service TLlblng In 2' PVC Cond..lt <Typ, 5/8' r"Ieter) I IVIO~ ~ fVPt. lII["Y....Tt J[~ CITY OF CLEAR'w'ATER, FLORIDA ENGINEERING DEPARTMENT ~~," ....ATER HAIN ,roil/a' >t:DCtll r SERVICE LINES ~ TV P IC AL SE C Tl ON ..:::llC.. 2 I>" 3 lP< "., BLOVJOFF DET AIL n,t,s ~~ V",:.''''' , ',' . ~':::':,'::: ~~;,' Eclipse No, 85- B l;;I Blow-Off Assy, Including Locko.b\e Cast Iron Box r ~2' Brass Vo. ter Main J ,., 2' Brass ., ,~ Restalner Pl/ Per Deto.lI No, 403 Bend IIfY ~'" "lC1l:~i'UJol CITY or CLEAR\lATER, FLORIDA ENGINEERING DEPARTMENT i~~; B~O\lOFF ~ DETAIL ~ ." "G:C1t " 1 I>" 1 GALEN HOFMANN p, E, JAY AIRwAY BL VD, RICHEY i FLORIDA 727-844-7686 8620 NEw PORT PHONE: 34654 TYPICAL VAL VE SETTING n,t,s, "Ju,""~ ~ Val v e Box -------..... '^ ~ o :E ~ o "- ~ ~ > ~ 8 I "- N 0 ~ +' 0. Cli ~ 'w'hen Vo.lve Occurs In Road~, set Base on 10-Cor"l~on Brkk ~ Mi j \M; W;;" / " ~ 'o/ater Mo.ln Mech, Jollnt Vo.\~ "'- Restraining Joint ~ lICV, ..It CITY or CLEAR'o'ATER, FLORIDA ENGINEERING DEPARTMENT l'"iv".'D," TYPICA vAlvr ~ I"'...... SE TlNG ~ ,,", I~ CRoss-srCTlON I GL~ 11>"3 I<ICllImlJ; .:fi.. ~-II UI f II rJ.'""1 . -- .:fi.. CJL ....1.11". ;-v 2' Bo.ll VOIV/ Hose Blbb--~ 3/4' Go.lVo.nlzeJ M TEMPORARY BLOVOFr AND SAlMPLE TAP 2' Galvanlze~ I ~ -~ ( ~:~ "1 RestralnE'd ~ To.ppecl Plug ~ 2' corporatl~ ,f; Tapping Sacldle 0- m ~ ~ ~ -...;: r--.l .- ~ TOP CONNECTION ..... -.., END CONNECTION CITY OF CLEAR\lATER, FLORIDA ENGINEERING DEPARTMENT l--rv".'D," TEMP R~o....orF ,.'" AND ~ :"'~..' SAMPLE TAP ~ G,C,H, 2 I>" 2 II('V. D;t.Tt wscal1T1Qo1 .". ~ ...J:Ff J)~ 0 L:-'=r Top View ~....... o lllrw ~~ rord Meter Approved Bo.ckflow * Prevention Devl~langed) F'lo.nge ~ e ~:I~ / F'ord Angle Valve<no.nged) now .. ~r:~~ ~I~ ~~~ _e, c~.. Bro.ss NipplE' ~ Meter <F'lo.nged) 1 l. Cli C. o Cli +,"0 ~Vi U c: Cli c;31 ~(11 v\/ 12' t ~t TYPICAL SINGLE DEVICa 1/2' e-nd 2' MODELS NOTE' D.vlc. I'IUst b. InstQlled leveL II( AP?ROVED R,P, DEVICES H.rsry-Buco Hod.l rRP II 'WQ HI Mod.l 909 or 009 ConbrQCO ~0200 CITY OF CLEAR'w'ATER, F'LORIDA ENGINEERING DEPARTMENT I "":tJl JY 'TYPICAL HETER SETS .... ~)t. ,<OK"""" BACKF'LO.... PRE VENTERS ~ ,......... I l/j!' Md 2' MODELS ~ "., ,---- 21>"~ II( IIPPROVED DOUBLE-CHeCK VALVES H.ruy-Buco Hold.t FDC 'WQ HI ~o~l 709 ()I" 007 ConbrQco ~OIOO orv, ~lt IC>OO>TID< TYPICAL FIRE HYDRANT SETTING n.t,s Cli ~ . ..... ~ . ..". Back of CLlrb or ~(dO' or p",",01 ~ Mo.x, 15' - Mln, 4' 18' Mln, 24' Max, Varies I/Vo.lVE' Box VN'~~~~ I ~- I i I Mech, Jolr,t Valve ~ ;~!~- ..~- ""'- Restro.lnlng joint Oyp,) ONL Y APPROVED Dlsto.,nce W~l~ I I I ~ I ~ i C-- + C !f ~ I N Kennecly GLlo.rcllan No, K-81A Muller Centurlan No, A-423 U,S, Pipe Metropollto.n NOTES' 1, Stea~er Connection to F'o.CE' Street, 2, All F'lre Hydro.nts to have 5 1/4' Valve Seo.t. 3, F'lre Hydrants Shall bE' Placed at Street Corn rc: or In the R,O,'w', Adjacent to SidE' Lot LInE'S Vhenever PossiblE', 4, See Sheet 3 for Typical Connections &. Fitting IlfY InaIIP'TDI CITY OF' CLEIIR'w'IITER, FLORIDA ENGINEERING DEPARTMENT ~:rD, TYPICAL HYDRANT ' "II, ~~JY SETT Nr. ~ , , , CROSS-SECTION ~~ ~, ~~ 21>"3 ..It NO, DATE NOTE: 1. TRENCHES LOCATED UNDER PAVEMENT SHALL BE COMPACTED TO 100~ OF MAXIM1JN DENSITY BY A.A,S.HT,O T-99, )(ETHOD C, 2, TRENCHES NOT LOCATED UNDER PAVEMENT SHALL BE COMPACTED TO A FIR~SS EQUAL TO THAT OF THE SO[1 ADJACENT TO THE TRENCH 3, REPLACEMENT OF PAVED SURFACES SHAIJ, BE MADE IN ACCORDANCE TO APPLICABLE LOCAL REGULATIONS, 4, MAGNETIC BURIAL TAPE TO BE INSTALLED 12" BELOW GRADE ALONG ALL WATER MAIN, .- EXISTING PAVEMENT \1 ""STING GRAD'7 _ V:7" :"'~'\9",' ,',' ,',' ,',' ,',' ,',' ,',' ,',' ,',' ,',' .',' ,',' ,',' ~\(:f'//'o(//" 1 '~"'::::'::'::::'::'::::'::'::::'::'::::'::'::::'::'::::,::,::::,::,::::,::.::::,::,::::'::.::::,::,:::'~ EXISTING ROAD BASE ~. , ,',' ,',' ,',' ,',' ,',' ,',' ,',' ,',' ,',' ,',' ,',' ,',' , ?>..~ '~' ,',' ,',' ,',' ,',' ,',' ,',' ,',' ,',' ,',' ,',' ,',' ,',' ,', / , , " , " , " , .' , " , " , " , " , " , " , " , " , ," ;): COMPACT IN ...: ',' ',',',',' , , , , "~ 12" LAYERS ~ MAGNETIC TAPE j I ~................. .................. Il ~~(":',":":':":":':":":':":":':":":.:":',:':":":':":":':":":':":":':":":':":":':'" ~ ~~"""""""""""""""""""""""""'" ~ . ',' . ',' ,'t' I',' . ',' .',' ,',' ,',' . I,' .',' . ',' . I,' ,',' Vi ~ ' . , , , , , , , , , , , ~ 12~~OVE ~ r DR-18 P,V.C, ~0- COWPACT IN $ (BLUE] 6" LAYERS ~\ / ~;.,::,:-.:,,:,:-.:,::,:-.:,::,:,,:,p- ~"':'::':":'::':":'::':":'::' ~ -+ ~ ,",".",' "\ ',",",", ':; A%' ,',' ,',' ,',' ','I WATER \, ,',' ,',' ,'," y: ~""""", MAIN II,""""" ; ~):' .... .... .... \~I.... .... .... ...: ;9~~s'" r,5."~;:"{~:~~~ ~ . C\J ~ . 'Ot ..... C"l I .... I T ~-~ a ~ 5/8' Mln, 4 Reqvlred Pick Hole 7 ~__ 1-1/4' 1 t7 I ODD ~ SANITARY 000000 SEWERO o 000 0 N~n S~id po.ttern Required RING - HALF PLAN Required ~ o 0 36' ~23'~1 21' Machined Surf'a "l / l L~ ~~ I SOLID COVER , ..,. . ....C\J '7 ~ ~ 22-3/4' -J~ 0 ~~I Machined SurfacE' I 0.- ~ ;... RING - SECTION Mlnlr"lLlI'l 'Weight 7' 232 lbs, 9' 278 lbs SOLID COVER SECTION Mlnl~Llr"l Velght 128 lbs, NOTES 1. 'Where roaclwo.y bo.se Is 8' or thlckE'r use 9' rln , o.ll other co.ses 7' ring Is perl'\lsslble, 2, Manufo.cturE'rs Model of stor~ ring and cover t be opproved by City Engineer. GRADE ~~~~~~~~~W D-3034 P,V,C, PIPE ~ o 4' MIN, 12' MAX, t GRADE \~~~~~~~~~"W C-900 P,V,C, PIPE ~ o Threo.ded Corporo. tlon Stop MUELLER HIS008 or o.pproved equal \ <Top o.t 45' Angle) So.ddle If Reql.Jlred See Note 5 ________All ,,'..,:<, rsJ:X"~ So.ddle sho.ll ho.ve dOl.Jble , sto.lnless steel stro.ps I \ ~ with epoxy coo. ted ductile Iron body, TRENCH BACKFILL DETAIL t ALL DEPTHS GREATER THAN 4' AND IN LIEU OF D.I,P, roR EASEMENTS AND MINOR RoAIl'WAYS t GRADE ~~~~?i\~~~~~/ D,!.P, PIPE ~ o Two 3/4' 316 StalnlE'ss StE'eot-'. All threaols cast In corbel r See Inolex No, 301 ~ "0 ,oo"ouou, _'og' or 'R,"-N"k' ~ 4 lo.yers of brick SCALEI NONE t 4' OR LESS 12' OR MORE ALL EASEMENTS AND MAJOR ROAD'WAYS t DEPTH LIMIT A TIONS SANIT ARY SE'vIER Approved barrel Joint seal~ 'O-RinGS' ond 'Ra,.,-Necks' Two contll')UOLlS rings o.t all joint' 4- './ ~~ '\ .- Concentric or eccentric cone <Top slo.b on sho.\low r"IonholE's 0' to 4' dE'pth) SteE'l relnforce~ent - - 8' ~In, wo.ll thickness typE' II o.cld resistant cer"lent 4000 p,s,1. 2'/f't I'\ln, ~ ~ Grout fill opening with I JoI: .' T ~'~ non-shrink Morto.r = L: 2' Joint In pipE' E'ntry 8'.!...1 ~6' / 6'-1 1- <Typical) Grout flow cho.nnel ----1 p,V,C, pipE' reqLllres r'IOnhole o.do.pter couptlng by no Control, Inc" or o.pprovecl wa ter stop couptlng, 4' Mln, v 18' ~AX, It I "~D ~ ~ <(SINGLE rllMILY RESIDENTIAL) V <<(MUL TI-, A~ll Y RESIDENTIAL / AND COMMERCIAL) THReADED P,V,C, PLUG J NOTES 1, All pipe holes sho.ll be preco.st, 2, Interior sho.ll be tined with HDPE Therr'lOl plo.stlc liner or Fiberglass liner, 3, Manholes shall ho.ve on exterior coating of' at I as 15 Mils dry thickness PROLO EP214-351 Epoxl-Mo.stlc or Koppers bltuMastlc blo.ck solutio 300M, CITY OF CLEAR'o'ATeR, FLORIDA ENGINEERING DEPARTMENT T:.:.oJY PRECAST ~ ~ JY SANITARY IlIlNH,r: TA DETAIL "", .....:r;:,'" roR GATrIJAY pl<n.JF'n 1 III' I II(V, ..It I[1CO IPTllIN Concrete Thick x 7tf,,"OU1 Plug ~' ~- Pad 4' 1'-6' Sq, , (\J .... L I. 9 5/8' 'I W/////~ I < ~"X6- DOUBLE SWEEP TEE \ << OR 6'X6' STRAIGHT TEE l~ s' PVC - II', ~ ~;::----l r~ f Lrz:~/ I V71 ~ 13 :~" ~I TO GRAVITY SEI'ftR - ~ 6' or 8'- 1/8 Bend' S" PVC PILlg <See Note) S" X 4' HARCO.PVC REDUCER REOUIRED FOR CONNeCTION TO EXISTING CLAY SERVICES (DONUTS NOT ALLOWED) ~ II Sewer Main ~ OF PIPE <USF' No, 7605 (lR "USF' No, 7635 VALvt BOX AND HEXAGONAL COvtR ~ARKED 's' (NOT REO'D IN SOODED AREAS] EXPANSION JOINT ~ATERIAl -- I / << 6' PVC CLEANOUT OR Y / .,' PVC "',"ooT ee- ::,'::" vV r ,,-uto PC" [\NOTE: V~LUEO PLUG TO REMAIN IN PLACE UNTIL PLU~BER ~AKES CONNECTION, I I-- ,;;-j \ 4' CLAY \ EXISTING I ~ /~ CLEANOUT PLUG DETAIL NOTES: 1, NEW SERY1CES SHALL BE 6' PVC, 2, CONTRACTOR SHAll BE REQUIRED TO MAKE CONNECTION TO EXISTlNC SERY1CES AND TO PROVIDE UNINTERRUPTEO SERVICE, 3, CONTRACTOR SHALL INSTAll BALL MARKER PER ~ANUFACTVRER'S SPECIFICATIONS, CLEANOUT DET AIL N,T,S, NT,S NOTEI CleanoLlt plLlg to be U,S, F'OLlndry 7621 or equal. lICV ..It CITY or CLEAR'.IATER, FLORIDA ENGINEERING DEPARTMENT --"A~ STANDARD I ,,}\W/Qo ~~_.. CLEAN OUT ~~ 'fI,J,S, (sQnltQi'Yl---22i ,,", ~J. I ~l Rl\'. o.Tt IInOOmlJ< DRA'w'N llY I DESIGNED llY , DREW PROFESSIONAL 2316-2352 DREW PARK ST. APPROVED llY , ~~\V~l-~ CLEARWATER, FL DATE I OOOI1'llOt< CITY or CLEARWATER, rLORIDA PUBLIC WORKS IIOI.IINISTRATlON ENGINEERING 1lIDI\AlII< " OAT! -- CHrClCIll .... ,.., ~.... -. NO. 17 UTILITY CITY or CLE"~'o'ATER, FLORIDA ENGINEERING DEPARTMENT ~ ty .":..~ iMOD JY SANITARY SE'w'ER ~ V.J.I. \i..ll ~(COVER L>>- ,,", ~ r I or I I .,.....,. _.....,. .. .........Tt J[1l27TP GENERAL SANITARY SEWER NOTES 1. ~ANHOlES SHALL BE INSPECTED BY THE OTY BeFORE PLACEtJENT AND SURrACE TREA TMENT, 2, ALL oPENINGS IN PRECAST MANHOLES SHALL BE CAST AT TII.IE ~ tJANUFAcrURE, CONNECTIONS TO EXlSTING ~ANHOlES SHALL BE CORE ENTRY ONLY. 3, ALL l.IANHOLES SHALL BE SO PLUI,lB TO LINE ANO GRADE, 4, (PVC) GRAVITY SEI'ftR PIPE SHAll CONFORM TO ASTM D-30,'}~, SOR 35, LA TEST REVISIONS, 'MTH PUSH ON RUBBER GASl<ET JOINTS, 5, (DIP) GRAVITY SEI'ftR PIPE SHAll BE CLASS 52, EPOXY UNED OR AS OTHER'MSE APPROvtD BY CITY ENGINEER, 6, NO SERVICE CONNECTIONS, WYtS, SERVICES OR YALvtS v.1LL BE PERl,llmD iN RESIDENTIAL DRlvtWAYS, EXCEPT UPON APPROVAL ~ THE OTY eNGiNEER, 7, l.IANHOlE rRAMES SHALL BE ATTIICHED TO THE PRECAST STRUCTVRE W,TH A ~INIMUtJ ~ TWO 3/~' 316 STAINLESS STEEL BOlTS, NUTS AND VOSHERS F'RAl.IES SHAll BE SEALED v.1TH A l.IINI~Ul.I ~ TWO 1/2' BE~S ~ RAM-NEK CAULKING 8, TRENCHES SHALL BE DE-WATERED TO ENABLE PIPE ANO APPURTENANCES TO BE INSTALLED F'REE ~ WATER ON UNOiSTVRBEO SOL. IF UNSUITABLE SUBSURrACE ~ATERIAl IS ENCOUNTERED, EXCAYATE ExTRA 6' AND BACKFllL v.1TH 3/4" GRAvtL 9, PVC SHAll BE LAID IN STRICT CONFORtJANCE TO MANUFACTVRER'S SPEC (JOHNS ~ANY1LLE RING TITE PVC PIPE INSTALLATION GUIDE OR EOVAL,) BACKFlLUNG ~ UTIUTY TRENCHES 'Mll NOT BE ALLOM:D UNTIL INSPECTED BY THE CITY, 10, BACKFILL MIlTERIAL FOO SEI'ftR MAIN AND LiNES SHAll BE NQt\-COrlESJVE, NON PLASTIC MIlTERIAl rRH ~ ALL DEBRIS, lUt,4PS AND ORGANIC "'AmR, BACKFIll MATERIAL PLACED 'MTHIN ONE (1) FOOT ~ PIPING AND APPURTEi'iANCiS SHALL NOT CONTAIN ANY STONES LARGER THAN TWO (2) INCHES IN OiA.l.lETER (1' rOR PVC PIPE) AND NO STONE lARGER THAN SIX (6) INCHES IN DiAMETER 'MLL BE PERMlmD IN ANY BACI<FlLL, 11. ALL EXCAYATION IN EXISTING RIGHT ~ WAY SHALL BE BACKFIlLED A'iD STABILIZED AT THE END ~ EliCH DAY TO PERt.4IT PEDESTRIAN AND vtHICULAR TRAFFIC PRIOR TO CONTRACTOR LEAVING SiTE, 12, WHERE SEWER IS NOT 'MTHIN PUBUC R/W, IT IS TO BE LOCATED IN A UTIUTY EIISEMENT AND OTY MAINTENANCE RESPONSlBIUTY IS I,lANHOLE TO ~ANHOlE ONLY, 13, UPON COMPLETION ~ THe 'Il'ORK AND PRIOR TO PLIlCEMeNT or ASPHALT A VISUAL INSPECTION AND Y1DEO RECORDI/'iG SHALL BE l.IA.DE or THE COMPuTED SYSTtI,l, THE OTY SHALL APPROvt THE SYSTEl.I PRIOR TO IT BEING PLACED li'i SERI'1CE AND BeiNG IICCEPTED FOR ~AlNTENANCE, H. COMPLETE 'AS BUILT" INF'OOt.4A TlON ReLA Tlvt TO tJ-'NHOlES, VAL vtS, SERVICES, F1TTlNGS, PIPE LENGTHS, INvtRTS AND SloPES SHAll BE IICCvRATEL Y RECORDED A~D SUBMlmo TO THE OTY SiGNED AND SEALED BY A REGiSTERED LAAD SUR ,nOR, 15, AT THE END ~ THE ONE (1) YU,R WARRANTY PERlOO THE OTY 'MLL T,V, INSPECT, IIND CHECK tJANHOlE JOINTS AND CONNECTIONS TO DETERI,lINE IF REPAIRS ARE NECESSARY BErORE THE WARRANTY BOND IS RELEASED CITY OF CLEARWATER, FLOIhOA PUBLIC WORKS ~IolINISTRA TlON ENG'N[[RING II{Y, 0A1[ 1lIDOU" " CHrClCIll .... ..,., IDP'H".... ~1[ ICO 00 ~- r;, SloPE UP TO P L 1/8 . PER FOOT Iol~N, ~~ ~ I ; _ _, ~~ ROTATE BENDS AS REOVIRED ~....--- WYt BRANCH (NO TEE t; ~ CONFlGUREO FI TTlNGS) I Al TERN A TE: ADDITlON Al RISER AND BEND v.+,ERE f<EA TER SE'io!:R DEPTH ./ III ~ ttt- ~~ g l,lIN, SO PVC PiPE ($OR 35) , ~ - -~- '" ur ROTA TE BEND AS REQUIRED .;. ~, ~',fJ$ SloPE UP TO PL 1/8 . PER FOOT I,l:N lA Y ON UNDISTVRBEO SOil r...-' SANITARY / SEI'ftR ~ AlN ~1~ r-' r.-" I r-- ClEANOUT ON EAC>\ BRA"C>I II\. IoII\)(E SERI'1CE \, / CON'iECflON AT ... / R/W Ui'iE S' l.IlN, SERY1CE UNE 1/ SCOTCH~ARK Jf\,V BALUU.RKER DOUBLE SERVICE ~8' loIAX, ~ R/W OR EASEt.4ENT UNE '1. SANITARY SEI'ftR tJAIN / ~ ~1 rl./ 6' MIN, SERVIce UNE SCOTCHtJARK ~ \... CLEANOVT BALLt.4 ARKER I I H16' loIAX, SINGLE SERVlCE '1. llillL 1. SERY1CE LATERIAlS SHALL TERt.4INATE INSIDE PRoPERTY UNE AT A DEPTH ~ 3 FUT 'MTH ClEIINOUT IIND l.IARKEO 'MTH A 2'X4" TREA TED STAKE AND GReEN SCOTCHtJ "RK ELECTRONIC BAll 1,4 ARKER, CITY OF CL(ARWAHR, FLORIDA pueuc WOIlKS ADIolINISTRA TlON ENGINEERING 1lIDOU" .... ~1[ orv, 0A'll <Ko<ID .... ,.., ~..,. ICO lot O<1<J"llCJo " SITE PLAN ** DET AILS SH EET 6 OF 10 '<; i ~~ llllDE TRAmC awE / STRlPE (f'1'P1CAl.) \ ,,~'" ~'" /' ~ .I( I~l'ff,' /' · ~J ~. '" ,.,,:'1 rJ ,to"~ "'_~l~ ,'-' I' 17'-0' , r- e' 'MDE TRAFTIC 'llHl1t / STRlPE (f'1'P1CAl.) 1 NO.4 BAR PLACED ON ~PAVEMENT S I DE, 1/~ ' ~ WEARING ,L. /,'~ SURF' ACE. [ ". M~f' ~ ~ I e.' :~.'::;,::/.l:-;3 BASE ~.....". (.:-.......: I ,:~:':,::.;:,:::':.:::';,:::':,:/,:::':,};:?, C OMP AC TED ,,' "'," , ,,' .,'..' "'I"'''' SUBGRADE , 1,2' , 24' 1(')' 14' L 4!'wEAR I NG SURF ACE. f- Z w ::! w ~ 0.. r HANDICAPPED SiGN / SEt ,NOEl( NO, 11i CONC, WAl.J< RAMP DO'M< CONe. WAl.J< SEt I~O, log ~ 3/4~ :I~ ::: ,J),~:,,:,:,,';7-:'lo":1~~:~~' BASE I r- ..:.....::.....~:~ '..: '. ":., :. ~':":':':::"":':':':':':::",::':':':':':,,'::L':, ,'., ,'.. ,... ,... ,"" ,'" ,"" ,".. ,".. ,".. ' COMPACTED .. .. , .., .., .. .. ..' -- SUBGRADE DROP CURB .J () Ii) I 19' I 12' 12' I 19' I VISIBILITY TRIANGLE DI.AGRAM. CONCRETE HEADER CURB, ~~= ~~-- ---~ -- R/W- , co .... 2' R rJJEARING SURFACE. -;-r-" ~2'~' r 1/j-'WEARING SURFACE. . Ii) ',< :A?' R. ~. JL:.~~/':V.:,~-'.I '& i ~~ BASE I Ii) I" :": ,'. 3/~',~ 'VI '/ '-'- ,::;:,::J;.':;,::.~,:;;,::~:;;~:';:::.':;',:;.,';,:~';,:::,;,::~ ~ 2' COMPACTED , 4' I SUBGRADE 1.5" TYPE S-1 ASPHALTIC CONCRETE 6" L1MEROCK BASE I I I I I I I -I .. I OBSTRUCTION (og now'papor box) I, _ I '. I ~I'oo:: -: h- :: ,...OBSTRUC1l0N (og ,panish bcycnet) .). ~ ,....~v !:iP.. 9~UCT10N (og : ed9,$ in ", ~1~ ~ ,.9' &, ", X/~~ r "J exce" or Y in r,e 'jhl) :0"':' :'/ 'J.A'J..:~?../..A 4 ....... - - - - - - - -- - -- - - - - - - - - - - - - - - - - - - ~/ / ~:..: ::: 0::" :::, I 7mi1.', .:-'A.:::/...,JM........-T / -,...., , .. , ,,'" ',.., ',' '.' ,',",'.' "'9IO€;WJ.1.lY.""'/::/':/' ;o(;'v';y-.y' .' ,- - - Y'/.':./.'l;/-:/:;O(;:/' ;y-,x; ~'SI!::r'f{"j.,i<" " ~~ ,',' " : ,',: ,',: ,',: ,',: ,',: ,'.. . ";;a / j/ / / /,1/; ;::') I ~\6~i>' /Vj ;- J /;- / / / ~~.. _____ . 0)~~~/~ - >-~~I_____________ _~__ , I I I I I I I .,- r;- ~ -R/W " NOTE: All pavement markings to be thermoplastic. A ~ :. ",.\ . '.. .;.\ ,""f,' I .. I ", I _ 9" COMPACTED SUBBASE I: :' ~.:. ~', ~:'~""'~ , It ',' ,', I ',.'~' It' I', HANDICAPPED STALL DETAIL BASyl f':~:;~;:,:>::,:j:,::.'::,::;;X: ~ COMPACTED SUBGRADE NOTE, WHEN USED ON HIGH SIDE OF ROADWAYS, CROSS SLOPE OF' THE GUTTER SHALL MATCH THE CROSS SLOPE OF' THE ADJACENT PAVEMENT AND THE THICKNESS OF' THE LIP SHALL BE 6'. TYPICAL PARKING LOT DETAIL Dt:SQllPllOH ~e~ IY CHECl(Ell IY H.Q, Ii'P, 1~~<fJ> IT TYPICAL SINGLE HANDICAP STALL DATI :5/99 ~NO. lore CONCRETE CURB, FDOT TYPE ' F' NOTES: ALL THICKNESSES ARE MINIMUM BASE COMPACTION TO MEET 98% UNDER AASHTO T -, 80 SUBBASE COMPACTED TO 98 % DENSITY UNDER AASHTO T -180 MEASURED AT SURFACE: SUBBASE TO BE NOT LESS THAN 9" OF GOOD CLEAN ACCEPTABLE MATERIAL COMPACTED TO NOT LESS THAN LBR - 40 STOP BAR R<J..l.DWAY ^ CITY OF' CLEARWATER, F'LORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING FDOT TYPE ' D' ReV, OA It CONCRETE CURB AND GUTTER, - "0" "[)" .----J I NOTESI <-1 C'~ <' <<>'> 4'/5' Gross Planting or Other NOO-WO'><0'7 6" 6" Vertical Curb ~ In Transition i~ ~--- "-I 1. ROADWAY SUBGRADE SHALL IN ALL CASES EXTEND 6' BEYOND CURBING, 2, SAWCUTS AT 10' CENTERS SHALL BE MADE W lTH I N 24 HOURS OF CIONCRETE PLACEMENT, 3, CONCRETE SHALL BE 3000 PS I. DISTANCE "0" IS OETERf~INEO ROADWAY - A- 'S SPEED LIMIT 30 f~PH OR LESS ill' 3 5 f~ P H 4- 7 5' 40 f~PH 525' 45 f-APH 575' BY CD DRIVER'S LINE OF SIGHT TO APPROACHING PEDESTRIANS/ B1CYCUSTS o DRf\lER'S LINE OF SIGHT 10 APPROACHING VEHICLES I !"...."..""...."] ..................... ..................... .."........"....... ..........".."..... ..................." ..................". .......",.."....... PEOES- ~IP.N/BIC'r'ClIS1 VI SIBIL: 'f TR!.A,NGlE ~' ~il') S' ' ~e8' ~il') Idel')t, 'A.r 'QI t,..., St 'CIQI ' St, CONC, SIDEWALK Match Existing if Existing Sidewalk "-..... -\- Gross Planting or Other Non - Wolkln g Sudace"-..... 6" ~ VEHICLi' V1S181UiY TRIANGl.E RAMP CURB WI ~ <<> ~~J.~ ~ ~ ;r~, ~ <"/ C',. C:>" rt. C:>oS' r"\ ~~, -V'-13 -1-..",-~-(:l ""oS' <:9 ""oS' ~ ..p~ oJ'c:>~,oC:>~"lo "'''>,.~ o..l>O<""'1o-. 1i"<"+ <,'" --....v I .7 I If "x" Is less than 48' then the slope of the flared side sholl not exceed , 2:', B I . ~... ~'- ~#v <:1'3' Traooltlon ~TE:S:';rR~J, qo"tJ.<' -s'\'~ / 1.'l-1:~#' ~~I A Lei ...<X:, I1I1 A / Bock of Curb I /k ,,' N",,-,,~ ",rfo.. rOQ\'Ir.- 7A ]mJ'-.L ment.. 1M Not. S. i ~ / 'coo." / '.0' Lloo j i Coo,. Sid..,,, PLAN VIEW Romove Curb If Exls\ln~ ~. Exist Cone DrIve I Max Slope ~,. I ' /I 14" :l...."~b,I',,',~~'1 ~'.~'/':'!l,~:,",'illf, '/2' Exp, JOint/' , I,' 16~'" ~'/2" Exp, Joint '"~ Max Slope I L k Exist. T)'?e I Curb/ I.Remove Bock of curb...l" Flow Line If Existing ",' -1 (,,/ RETURNED CUR8 RAMPS TYPICAL DRIVEWAY CROSS SECTION ISOMETRIC VIEW SECTION 8-8 ~~ .no Remove Bock of Curb on State or Vertical Curbs with a vertical Sow cut :2:1 g. Of Remove entire Curb and Replace os Port of Sidewalk Romp. :., r., fo" ID \1 MOdified and Volley Gutter Curbs I join exist bock of eurb ;, '2" " SI ~Texlured Surface --;-, r;::r :~ "c::=-" ",ox ope _ " r~i;(.r.{~:,~ 1;"';'1 , '" ,', " ' " ,.t-:,. , I I f:f I f;F';T, ',' ,'''" \ Remove lo an I "'/2" Expansion Joint even joint or sowcut t 4' Mln Residential Streol " Clly R/W I 5' Mln Arterial Street 2' County R1 , 14" por foot . CURB DROP CURB I" TRANsmON T CURB l' TRANSITION l.......-BACK or SlOEWALK ~---I [~ '" FLOW u~~ ELEVATION A-A VALLEY GUTTER CURB \ CONC, RAMP .... /T"''':: :"':,':{ J ., , 4" "" , 2:' MAX, "......, '01 ~., ,'.,,':, !. ,.,.~."i"l I" ~ 1 IJJJJ , I,' '. ' , , . . . '>4 " '. I Bock of Curb .:x>OO psI Cone 4" Thick, Constr, 6. Thick at DrlvowoY' with 6x6 "0 Welded WIre Mesh, See Note 7, IiQ.]ll;. 1. Ramps ore designed to the Uniform Federol Accessibility Standards to comply with the Amorlcons with Disabilities Act. 2. Ramps Snail Have a Ta9,tile Surface, Textured to a Depth Not Exceeding , /8" by use of Tamp or roller In Conformance with Requirements of FDOT Roodway and Traffic Design Stondard" Detoil 304 Or Most Recent Modifications, SECTION A-A SECTION B-B I RtV, 4114'9' "","vie ,In r........ 1/9S AcIdo. 001. llA T[ Dt:SCllI'Tl~ CITY OF CLEAR'tATER, FLORIDA ENGINEERING DEPARTMENT R(w.~ IV TYPICAL ::iDEWALK ,~T.E P,W,D, 1n:) CI€Cl<tD IV CURB CUT RAMPS lNIJ[X 1(1. T,C,J, PHYSICALL Y HANDICAPPED " -,011 -, Dt:ShGl~lIV 2 OF 3 ~ 1. Provldt TooItil Joint. At Ol.ton... t.Aot.l1ln9 Th. Wldtl1. AlIO Ploct Expon.lon ~t. At Drl'01.o"" 2. If Som. PtI~oI Ob.trv.U"" Exl.tl 'Itt11o/l Pr._t. Th. P1OC1n9 Of Sldualk. ". Slown, C<into.t Th. En911n..-1I>9 Dtvr.1on rOt' "'tomot. Locotlon. 3, Woodtn Md Otl1... Sl>oc.... WlI Not e. P...m~ltil In Slld..aIk. Or Orl"uo)9. 4, No Coot!rl9' Of M'L Kind WIll S. P...ml\ttd OIl COOC(ft. Sld...Ik. Dr Orl,,,o)9 WlthO\it S9e<:lflo App'ol'Ol Of Th. City En9in...., ~ All Con"".t. SlaP e. 3000 pol "Un. 0 28 Do,... 5, Coocr.t. Surfo.. to b. U~11t Broom flnlon. 7, Coo",.t, On..woy Coo.t",.tlon 011011 b. 5' thick. exejlOxl0 W,W,f.. &. Romp. Sl1ol1 Ho", . Tooth Surfo.., Tuturtd to 0 Ooptn Not Ex_dln9 1/8' by UN 01 Tamp ~ roll.. in C<inform""co with Rl<\ulrtmont. 01 fDOT RoodlWOY and Trolflo DtaIQn Stanclord.. O.tol ;)04 Dr t.AOIt Rocont t.AodlflooUoo.. I Vtll ._ 001. I 11/" ...-a c...-.. M oa:v, DATt tf:SCAlPflCIi C!TI Of" CLEARIw'ATER, FLORIDA ENGINEERING DEPARTMENT I-rtr .. TYPICAL SIDEWALl< I~Tf ./\011 ~~ If CONSTRUCTION AND l1<lICX o<a T,C,J. RAMP DETAIL lOV .,., i'<~~~ IT , rlf 3 j L 2fX)' 200' (),,~ /#~. \. ~ ~ ~, I' ~ 400' ~ j ?ROOo r, CONS TRue liON ~ 4N( 00 ~ ~~ i {) CONDITIONS WHERE ANY VEHICLE, EWIPIJ[NT, WORKERS OR THEIR ACTN/TIES ENCROACH ON THE PAVEMENT REWIRING THE CLOSURE OF ONE TRAFFIC LANE, FCA WORK AREA ~ESS THAN 200' DOWNSTREAU FROU INTERSECTION, FOR A PERIOD OF ),lORE THAN 60 MINUTES, NOTE: LANE CLOSURES SHALL BE PROHIBITED DURING PEAK HOUR PERIODS OF BETW'EEN 7 TO 9 AM, AND 4 TO 6 PM, RIGHT-OF 'WAY REQUIREMENTS j l .~ l l C= ASPHAL TIC CONCRETE: 3' ( PC-3 ) (>.. ~ 4:~ ROAD .~ ( 400' ~ ~ <is q '~,.8D~'FgtV N/~I ~/Jol~ r:..r J 'WW6rk AreOla 200' ~ (Le)s T~n I 1 . I ZOO' ~ I I~r r ~ C= ~ SUBBASE' 12' STABILIZED TO LBR 40 AND COMPACTED TO 98 % MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 BASEl 10 1/2' FDOT CERTIFIED COMPACTED TO 98 % MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 0/1 ~ I ( I ,- ALL ROADWAY STANDARDS SHALL COMPLY WITH THE PROVISIONS OF THE MANUAL OF MINIMUM UNIFORM STANDARDS, STATE OF FLORIDA, PERSUANT TO 336,045 F,S. \'t y..'I' \'t >f;-(' j l I j l J l 8 ~l}TR"ED7~S"~~' n>oo.r; 50' J i IV/-oi._,,") ( 200' ~<A~ .t 400' ~ j l J:~ ~CONSTHUCT ION AHOo 1 {) CONDITIONS WHERE ANY VEHICLE, EWIPUENT, WORKERS OR THEiR ACTNlTIES ENCROACH ON ThE PAVEMENT REWIRING THE CL09JRE OF ONE TRAfFIC LANE, FOR WORK AREA 2OO'OR /.lORE DOWNSTREAIJ FROu INTERSECTION, FOR A PERIOD OF /.lORE THAN 60 UINUTES, \:I b C= ~ . ~\o.' ,>1" ~ . ~\o.' ,>/10 r I 2;~~ V ( 400' ~ PRINCIPAL POST POSITION (CANTED 20' TOWARD FLOW) \'t ~(' I ( OPTIONAL POST _____ -20':i: ~ ~ U 1= a:: ~ \'t ~(' $ ZOO' I Mo;e Than 2fX)' I FILTER FABRIC ~~ If ljc NOTEI Cancreh> to be 3,000 psi KEEP +- LefT GENERAL NOTES FIL TER FABRIC (IN CONFORMANCE WlTI1 SEC, 985 FOOT SPEC,) tl3 Bo.r ~l -1 1- 2' Mln Iv ~ 7~1 I I/'l 1- · , l- 7-1/2' -.1 :::-r SYMBOLS I, Work oper~/ions shalloe cOfIfined 10 one /rrlVellone, lerlVing Ille oPPOsing Irrrvellone open 10 Iroffic, 2, AI~ v,e~icles, equipm,ent, workers I except (l09liers I and Illeir actIVIties ore reslrocfed at 011 limes to one sidt' of file povemenl, 1. The ROAq CONJ TR~C TION AHEAD and F LAGGER Si9nS shOll il<:Jve 0 18 x 18 I min. I oro{}Qe (109 ond 0 Type B li9111 ollached and operolif'lg at olltiroes, Mesh si9nS mey be used fO; 100yliliht Only I operolions Type 8 Ligl1lJ ana OrO{}Qe F '09S ore nol rer,.;ired, 8, Tile FLAGGER legend si9n mey be SUDsliluled fOt Ihe Stmbol sign, 9. All silins shall be pOSI mounted if Ille ClOsure lime uceeds 12 tIOurs, TYPICAL APPL/CA nONS Utility Work Povemenl Repair Strvcture Aojuslments NOTE: TURN ENOS OF fENCE UPHILL -1 l- 2-1/2' Mln [. ~j l- 7-3/4' ~ ::T TYPE A ~ o SILT FLOW ELEVATION 8 Work Area Sign With 18" x 18" (Min. ) Orange F log And Type BLight Type I Or Type II Barricade Or Vertical Panel Or Drum (With SteO<Jy Burning Light AI Night Only). Tubular Markers Uay Be Used During Daylight Only, Type I Or Type II Burricade Or Vertical Panel Or Drum (with Flashing Light At Night Only) Work Zone Sign J, For work operolions of 60 minutes or less see Index No, 607 6' MAX. tl3 Bo.r Typlco.l ~ 4, Wilen vehicles in 0 parking zone olack Ihe line of si9111 10 TCl signs or wilen Tel si9ns MCrooch 0fI 0 normel pedeslrion walkwoy,. the silins shall be pOsl mounted and loeated in accordance ....illllndu No, 17J02. 5, If ....ork orea is confined 10 on outside ouxiliory lone Ille Nork orea shall be barricoded ond Ille FLAGGER silins replaced DY ROAD CONSTRUCTION AHEAD silins, F109lierS ore nol required, 6. Flower:> shall be in si91lt of eocll otller or in direct comm.;nicolion 01 011 times. 10. Tile mexifT'(Jm s{X1Cif'lg /:relween devices shall /:re not IJreoler ltoon 25', 1/, Arrow,s denote rjireclion of Iroffic only and do not reflect pcvemenl mork/f'lgS, 12, LOf'lgiludir>ol dimensions ore 10 U ocJjusled 10 fil field cOMilions See Index No, fIY), TYPE C n I i ('oj - .. :I T 1lCV, U. Tt IItSOUI'TUI< CITY Of CLEAR'w'ATER, FLORIDA ENGINEERING DEPARTMENT ~:: ... 7~~ CI<<>CD IV 'w'HEE STOPS l1<lICX >C GU, REINFORCED CONCRETE l~a w, "'~'lf.'''' I rI I [Jl r:r 13, For lienerol Tel reqlJiremenls ond od<1ilionol informelion refer to Index No, 6(;0, s,t.tr r;s ''':III~'' X'...h(If'f rs HI:Uf~~'~I~ /PC.\O XSI:IIIl r"-"ror: CCA//(lt rtW;JM "jIII r...!S TWU-LANE, TWO-WAYe URBAN DAY OR NIGHT OPERA nONS - ....... --~:r' ',; tl 1<-"" h ~ Ol-" t!({.A.~ i~ ~~#- - .. ~... e-If ,.... ""'" ..... r',,_ .:r-..., ~,_ il/W ........... J ~... ___ .... ''''A.''''''''''' ~ liar I I 62/ - r- / ~ ::I ~ I ' .... ~ ('oj :z \ I ( 'a) ,'- - GROUND liNE / flower ....' ~Tt CITY Of' ClEAR'WATtR, f'LORIDA ENGINEERING DEPARTMENT ~~o"l I el6 I~, .. TD4PlJRARY .rL T r-=-:r ~ rnlCE ~ w, l~l '- SECTlON 1UCllI'l'Dl DRA'w'N BY I APPROVED BY 1 ~~ 7--~~">-- DREW PROFESSIONAL 2316-2352 DREW CLEARWATER, PARK ST. FL SITE PLAN # j1 GALEN JA Y HOFMANN I p, E, DESIGNED BY , PAVING ~ GRADING DET AILS 8620 AIRwAY BL VD, NEw PORT RICHEY / FLORIDA 34654 PHONE: 727-844-7686 SHEET 7 OF 10 NO, DATE DATE I 5/8: 1 f - Vo.rles TOB=46,OO' VEIR INVERT ELEVA TlON j1 @ Shoulder Line and EI. 7 1'UL " 6,~r--~ Side Slope B t.. ~ 0 B ~~ o o o A VA V 4,0' OR L:O' Joint Permitted ~ Const I ~~~ ~~ # 3 <--::: #3 @12" SECTION D-D NOTES: All To Reinforcing Rods Be #3, All Con crete to be 2000 p, s, i, @ 28 Days, Exposed Edges And Corners Of Drainage Flume Shall Be Tooled To A 1/4" Radiu s, , ~//~ #3 @1 V ~ _ 3'-0" ~ 6" ...ollI-- l PLAN 6" ~ v 1'-4" 6" 6" ,SECTION B-B T CONRETE SPILLVlAY 8'-l 1- - T,D,B, , --! 2'L ~~NO -L No, - 8' 'I-~ No, 4 Rebo.r @ 12' D,C, ......r---..... V-NO, ,"" 4 Reber @ 12' D,C, ,21-0'-- . -2'-0'-- 8' ~ . . . f 4 Reber @ 12' D,C, 4 Reber @ D,C, Deto.il weir Section N,T,S, A-A I o I" 44,10' 3,50' I I 0 o o o o VERTICAL VIEW I I BAFFLE PLAN VIEW CONTROL STRUCTURE AND POND INFORMATION DETAILS (TYF) GALEN HOFMANN E, p, JAY 8620 NEVI PHONE: AIRV/AY BL VD, PORT RICHEY ; FLORIDA 727-844-7686 pond now -- A~- Notel Mln, Cover 3' 4000 Psi Concrete 2'-0' r- 1.75' .~T,O,B, j} I ~I : '~'w'rl" '0.~1 . -4 1.75' No, 4 Rebo.r @ 12' D,C, H,10' l~ . lo ( ~ (FooterT ~ Rebo.rs @ 18' AP~NO' I Rebo.r @ 12' D,C, / _1 ( A _""- \ ~No,4 TOP BAFFLE '" EL. 46,00' BOTTOM BAFFLE = EL. 43,60' BOTTOM STRUCTURE = EL, 42,00' 34654 NO, Profile of '.v'elr N,T,S TOB TO MATCH EXISTING / -, ~". lif 8~ CONCRETE SPLASH PAD IO'X10'X6' REINFORCED MESH t 1 'lI~'f:" ~:.......~ \:" oj I I _11llr I 5,0' I- VARIES 46,00' TOB '\. ~ WEIR EL." 44,'0' EL." 4J,00' 1- BOTTOM = VARIES ..I S,H,W,T.= 41.00' WATER TABLE- 39,00' SECTION A-A POND NOTE : SOD TO BE PLACED ON BERM & SIDE SLOPES DATE I. I' I If- r 1'- I , I If- b lo'-a"W'i- I I '- I F .(.8" II- I Max II- f I I Min. I L! 4' 2'-0' I. -1 5,0' I x: r1 1 ~'-8" ---------- ~ I . I -, I I I I , I Q I I I I , I I I I L~_ 00 ~At- ,,'n99ot. (tW.) I '- drop pin hole (tw,) . I I I. I I I. I l6" dlo, Steel bOlla:s .0 cone, Filled (tW) o 0) J c: o () ~ 'j .......~ ~I ,,~ 8-~ O)Q. . \0 12' clearance min, o ~ t:lL.S.: 46,00' Gradl'! Tie beam with 2-15 rebar con linuous . 12' clearance min. 6' 1 - 14" , Z:~'6. :~:'l' fooling wi 2- 15 rebar (tW.) . ~ ~ I REV, 4/9/02 DArt 1J>f', R..... Hot" R,Q. 0CSCIl1P T\OM DtJ~t Copy A"ailable STORMWATER POND FILL TO BE GOOD CLEAN HIGHL Y PERMEABLE SAND, MINIMUM VERTICAL PERMEABILITY RATE SHALL BE 20 FEET IDA y, EXISTING GRADE DRAW'N BY I DESIGNED BY I APPROVED BY I -~~ DATE I NOTES: 1.) WALLS 0,) New con.truct/on: maximum 6'-0' high ond conslrucled of concrete block (8"xS"xI6'). Moler/oil used should be conllstent wllh those used In the conllrucllon of and orchlleclurol .l~e of lhe principal bundlng. (Section 3-602 Materlol.) b,) (xlltlng: max:lmum 6'-0' hl9h replacement molerlale con ~ mod. of the .ome moterlols os long os they or. mode of approved opaque material. 2,) FOOTlNGS 8')(16" concrete ../2- '5 conllnuous rebar Imbedded, swing gate (tW.) 3.) CONCRETE SLAB 1.4 on olllhlc, min. e' thickness w/lmbedded 6'.6-/IOx10 wald.d wlr. fabric (W.W,F.), ~ P.S.1. with fiber muh reinforcing, 4.) CONCRETE fiLLED CULS Wlth 1- 15 vertical rebor lied to footer st.eI ot .och comer ond every.' O,C. I "-'-IS at 4' center drop pin (tW.) 5,) GATES Con~lructed of mln, 1-1/2' diameter golvonlz.d tubufor steel w/prlvocy-l)p' a1ats Inserted In gol'lOnlzed .t.eI mesh fabric, hlng.-mounted on min. 3' diomeler gol'lOnlzed .teel po.t. (Gotes and post conslruct.d Ot\d Instoll.d per oppllcoble bunding code by licensed fence contraclor), 6,) DROP PIN 1/2' dlo, 18- long m.tal rod gat. lotch, Provld. 3/." dia, hole 6' Into concrete for rods. In o!lphalt provide a 3/4' P.V,C. sleeve, 6' long. Of equal. ~~ J III I~ L 3000 p,s,i. concrete slob with fiber mesh reinforcing - monolithic. min 6" thickness. 6"x6"1 10x10 W.W.F. Grade 7.) SOIL son b.arlng copaclty to b. ot least 2,500 P,S,F. CITY or CLEARWATER, flORIDA PUBLIC WORKS ADhllNISTRA nON ENGINEERING DflA~9Y [.~ CHtQ(tl) I Y 0.11. OCSIlHtl 8 Y P.H. O~lt a/Ol KlEX HO, 701 ICK3 DUMPSTER ENCLOSURE SINGLF: 8e ,", 4\"w>. ~ ", j, .,~ ,}:' ''I " ,. ,~'.. !-{ 1,,,;:) Ori\ltway Widtll {'II} Q (S" SM./f) - -'---" Oflvewoy ro 8e Consfnxled As Coiled For In rhe Plans Or As Oirected 8y rhe [n<Jjneer -- '< ......--: ~/'flI Line ! . !l . - Q & ... :> .. U ... u Il:: !:1 . . . ~ Oriuwoy Povemenl __ - I For Conctele Povemenl Join! Potferns, See 'INSH' Ri~hI) CONCRETE MASONRY WALL CONSTRUCTION Iololerlol., con.tructlon end QUantity conlrol of mosonry sholl be " oecordonc. with Uniform Buadlng Cod, (UBC), Chapter 24. eenoral conditIon. ond con.tructlon requlremenh sholl be owlled a. Ipeclfled In use, Seetlon 24C4 (f), during grO\Jted mOlonry work I. All reinforcing .t.eI shall b. deformed bar. conforming to AST\I A-615. Grod. 60. Vortleol reinforcement shan b. placed In the cenler of the masonry cell, and sholl be held In po.ltlon ot the top ond bottom, 2, If a slob dowel does not line-up with 0 verticol cou, It sholl nol b. tloped more thOt\ on. horIzontal In .ht vertlcoll (1: 6). 3. Horizontal ..011 r.lnforcement shon b. .tondord trvn t)'P' OUR-O-WALL (or equlV'alent) ot 16' o.e.. 4, Hollo.. Lood-bearlng Concrete l.Co.onry Unitt sholl be normal wel9ht conforming 10 AST\l C-90. wllh 0 minimum cClmp(eulve slrength of 1.900 PSI. 5. !.Iortar shan b. t)'P' .. or S. In accordanc. with AST\I C- 210. Ploce 0/1 masonry In running bond with 3/S" mortar joInl.. Provide complel. coverage foe. shell mortar bedding. horIzontal ond vertical. 6. Coorse grout shall conform to AST\l C-41&, with 0 moxlmum O9gr'90t. tlu of 3/S". 8- to \0' tlump. end 0 minimum compressl.... strength of 2.500 PSI ot 2S days. 1. t.Cinlmum 3' X 3' eleon-out holes (sow-cut) en required ot th. bottom cours. of all cell. to verify grout placement. Cleon-O\Jtt sholl be HOled after masonry Inapectlon-pro-Aded In accordonc. ..Ith AO 531-4,&, and before grouting, 8. Prior to grouting. the grout epoe. sholl b. cie<ln. with no mortar projection. greater the )i", mortor dropping. or olher foreill motorIal, All Cent sholl be In vertical oIlglment. ond sholl .olldly be fll.d wfth COQ<se groul a. apeclfled. . 9, During ploelng. grout shan be consolidoted with "exlbl. coble vtbrolor. nnt - - 9rO\Jt pour shon b. Itopped a minimum of I - II" ~"'I'\" Ihe top of the mlddl. bond beom mo.onry, '.' II:;.: .... - ':.J, CITY c:- CU:AR~;\T"" .., "....'A PUBUC WORKS AOilllNISTRA liON ENGINEERING , 411M A[V, OA 1t DflAW IY U 0€0a IT 0.1. ~'T DUI.tPSTER HI,..' n~IID" NOTES II..... No\" Ill:. "'" . 0($tAlP TlOH Otj~t"ar W,'dth ( ., J 9 r$u ShtrllJ Off,ewor ro Be Con,tfvcled AS Called For rn{ rhe Pion, Of As Olrecred By rite [n<JinUf c' ~ ~ '(<<itS l.c.. i _ _ Curt) Cui !br9 (~I i(C"xopl'l),ly) f. COIlC. Swt./) _ ____ 6or;J Of SicJfWO/1 I 'I v/' r I ! r~inl~ ...........rFIar' Poin/ ~ ~ /I~'~'~:' ~ ~ /I 1/ rr~inl '" ~ ~ - I I - I J' I - I I l' PLAN C TURNOUT WITHOUT SiDEWALK .I) 4- CDf'IC. Swi. " Or<'v....ay Wldlh (W) 9 (SOl Sh..t II Disforw;, B,""u" COM<<:Iions .~. Su 'SJ.e1clt 'lIfJs'rafi~ t'rn,m::::!!_~C;!.~t<<ol NO~f_ ~~ J..:.--. _ ._.__ UWity S"jp 10' Or Gre"t,r .' Cone, Sd, " v .I) .' C","" s..., f Open ~;nls AI K1 CltS. v ( Cwr 51h ~;n' ,to/lor f ~ \ -r~in/LU /l~'f"T"n<I"II"JKl \ ,-* \ I r "5' I -6' Concrete or,yewOY~ W.rp , // ./'II ~ And Sidewalk . I ~Io" po.nl) ///' I I I i ~;n:...... ~ ""'I / c;>/ 6' If 1"- I r " Ilrxfivs Poin' &ci Of Sidewall ~ I I i'~inh Ori~e'frl11 Width (. I ~ (S.. She,1 ( I . I , ~inl.........i "Win. J I -* I '" 10,02/'] I 11;6' COfIC(.t, Oriv..."".z.... II"~ I AAd Sid_It '\. f~;n/.......I I. I J ~ ~ c;>/ TOB / ~~ .r r ~in/ t.-~t,7ti,., SlrlPV I'....t"'" 10' - ~ J' I 6' Variu ( To wit OiSIIOflC' Betwun COfll'lf'CfiOflJ '0' I &It Not L.tss T"'" 6' n v Orop Curb ( W idfh Vgr; e s ~ f ~ n v II Cornel CJWQ()Cf (C J. " 7' 7' " Drop Curb ( Widlh Vorirs J PLAN 8 TURNOUT WITH SiDEWALl< AND UTILITY STRIP (10' OR GREA TER) PLAN A TURNOUT \'11TH SID~WALK AND UTILITY STRIf? (LESS THAN 10') Foolnolesl All rio;fltl sftJlf t1f ccnsfrvcfed ..Nfl pr,ror(MIJ jo/'fIt flllef. I' . I Open joi,," pi<<t4 al ~'( ZO' rrrJ.t.1 ;nf,rvols (or "rl'v~...oys rNer Z(1 wtot!. Jerrd, I'" curD and gulf" 10 IT(JIc.fl /Q,'nls ,." drivewayS. SPECIAL. NOnS fOR URBAN F!..Afl[O rURHOOrs I, Driveway 6- CDf'ICI'ef, pqyefTIflll ortd drop aJrO stell ~e' llit ('(JJleriol QOd WlSf/1JCtiM r~/rUteflfJ of SecttOflJ 522 rxtd S20 resp-ecf,'v"1 ~ the rOOT 51andQrtj SpectricoftOflS. Tn, ~rtveway '~ndattOfl sfrJlI mtet Iht r~irrmefll of SlJtorftc/' 522.4, Z. Frx tJtlalll ~f drop curb IJf)(/ ",rO OJt rOO'CJ rtfrr fO IrQtlel "'01. JOO ~ JO<f rt5pec/ivr/y. J. Wher, fvrnoufl ~, consfrvcft4 with,"" ursfirq O",/fO rvtd ""lfer. tht UisflflQ ClJrO an4 ~tte' sl'ol1 0. ft(t)(;1(e(j r"'~' '0 lhe nearuf ioifll btfOl"4 Iht flar, poinlllr to If}f t"/~fllltrJt f'IQ fflOOilf'llfIQ u~Uon i, ItU ffrJl1 5 rrel 'MO; afld, drop cvrb COflsfrvcf~ j'''' QlCCOfOoncf 'l'ill1 NOfrJ No$. I ~nd Z. if. COSf (or pre(orm<< ioinl filler sfrJlI ~ inGlvd,:d ,',. 1M C(JJI (or lhe concHI, ~rmtn' (co~ref' stdeWfJI.,6- tn;e". 5, For !vrll(XJfJ w,'fh rOO,"(11 rrtvrns lei tilt rrqu;rerrw:nls /JftfJer t~ -SutrmJr, Of Ge~'fic Rt9Jirtments fQ( TurnO/As', n.e "General N~fes". If), defoUs of -Rur9' TI,JIf)()Vt CQflslrlJ;/,'Qtt" rxltd 1M de toil of "Limits Of Cltoring , Gruti:>ing. SfoOl1iz,,'ion Ivrd 80s" AI "lferstc1tOfls'. 6, Deporfment lrrOin/e~, M pt;NtmenJ Jh..11 flftod 04J/ 10 Iht rig/'lt 01 WfTj 01' t (ut bed 01 sidtwall, ..Mcheyrr ~iSI'JfrGf i, ItH. r. f/)f ma/nltnoTW;' 0Ild OpcrotiOll of tJ,'~tll1i'a1 ,,'9hJiNJ, Iraffi, s"~/S. associOfttj t'qJipmenf, W othe' MCUJary i1~i(tJ stell ~ ,ht rtsponsibllity of " public aofl'lCf. 8, All PQ'oIe~rt' I'1Ortir.g.s 0rtI Iftt SIal, M;~', ,'flCljJ(ji,.", (]Q;tl'1rott'Jl't 'Jf'd dtf;e/erql,"OI'I /orIf IlOrtings, artd Sirrni"4 ins/ollee (~ tr. operation of ,~ 5'"" hi~hway ,,,,/1 tit rooif1!oiIlN t1I ,,.,. O'{)Oflfhtnl. !J. Alf J"~nl09 anti tr(J(ting ;1111"lIr4 (or fht operarion of t~ CQ(!f)ec1,"on ( SJ..,.Qi as slop bar, orrd slop li~J (r;r ,ht a;M~fiOll) siwJ" ~ If'tf ftlpons,"t>ilif'/ of tM ~r";"tt. 10. T"mo"ls 'l'iII 0. paid for ",aer 1M CQfIfroQ Iit,'t fJI'<f (Of Sidtwolk C()(lCrrf, r '" Tflici. J. sr. Q. It'he(l coonec,r'1YJ 10 Sidesl,ul QJ{tJ rrtd ""If" actions, thf fJ(J drop ctKb limill s/'CI.JkJ rA',nd t.<<t 10 fh, sid,slrre' rooius point, Witlt Of wifhout curb attd gulf,r, no rjriyeway Ifwld rncroac;n IJfl fh, ""nit ;odivs. ~ Ori"twoys (6" CO/"ICI'ef, J stall {.;# of 0 vni(or" wldfh ( ." , 10 Ih, rl~f1I Q( woy IiM, ~ Alpho-~ric tl;J,nlification Qf Q (kJrt4 dri'ltWO'f '1Pf 5p~if,"02111 ~ oollrd (0' in It.. pions, Set SMtf, J 0fI</ ", URBAN FLARED TURNOUTS DREW PROFESSIONAL 2316-2352 DREW PARK ST. STDRM\JATER DETAILS CLEARWATER, FL * -...... r Ct;t-n )o,'hlS IJ C etrl. e "ery S'~ .)0:,,' s"ClI ~ r /- ( "-- Concr e f, T vr ncvl--... '\ JOINT PATTERN WHEN CONCRETE ORNE CONSTRUCTED INSET ~ Sid' 5""1 R,,, 1-1 '-I J' C4IfD TranJi,iQlt f,~ rlJil T~ lrr; N;~:~ t41 (rrtJ 01 A.II C~ .4r4 Gu"" Cor.sfrv;1,"OII !Aa;JI rlf..,r, C()itV)f(1;fJ9 (z,"s1,'1YJ Cv-e .&.rrd wI'", .e .... rull He;~1 CwrO Ltft9th V~;rs, Z' "if\. 6~f0i"4 ,,,,:,, 01 C". W ~ . Stt ~""" No. .,X)(. J' WilL 6<<;1 Of $Id<wolt iIO Io/ll"", Of CVo C... ~, As RtqJirN f~ COI"MC'"'''' TO (JistirrQ C.;.rc. 6 r Sifhstretf [~ Of fJ~~t {d'flI;on L;n, l FvtI.Jr, C~ Of Parcll/1fnl r~, A.~ilQfXf In Nt J4:x>1r4 fi<t, ro.;,r Trg/ls;AXfqfiO/'f p~ J. No Orop CurO AIIowe</,,",,,,'n TttuI Limits (A<:e~ As R~i,~ For c.n Cvt /looJls Shown I), /r,,,, >>1,6 Su Ceflerol Nof, No. J. J 0Es.GN NOTES FOR URBAN FLAfllO TiJRNO.;;$ I. OrivtwOyf rl)(/k;ofN '" 'AdvtrSf Appl:cot,"ons'~, thou ..irla s~, ttot '-OA c~, ~"1rJn9 drOif1 for rrprruttlo/ivt sfQl)(jgrtj posseft9~ "Melfi I,Jft(jff Ivl", 1o<<Jt4 CQf'4ifi~;~. lhosf ..,.". slopes 'frol C(W'I CQJSI dr/\ers ..1'tJ or, INVt"'l ,~ rO<Xfrtray fa S/OwI OI';Q/St 10 I,.." t.Afrnl rlQl Iro(r;, ~f1CI'd rQlvmfS "W ~ ;~dtd. Z. r~ sf"Tdr1rd (iOIt4 ~;'f"a:1 Ot't ,"';s :I'tdt~ N'f r,ot ~~, 'f'^,,'U ,ltl. i>I ~,~ """rttlfrfovt 0' """ ~~ (roVe}. .,..r, Jl.cJl ,tfl~l" rl'r ~n'9fl .ell</~' ~;.~ (1" to to.f S"'t J.;>t<if;c fig-' j(jTf ~ Cg~'>;"r/ mC1t'~s.. J. ':.u. sp<<ific (/,Jr, !'Wf iT~tt..-art Jr' 10 tc CQflJ/rvdr4. 1M ,..,;., Jlr:II' t1f ~s~lr4 ;" ,,.,, ~.J "'s,'~ ft" aU~H al;/'(J'~'< .~~ Sig:"'Q'r'otl. Drivt...",s ,"r-;JicQltd as 'j/argj'r'l(Jl Aw/iCl1'''~J'arf fi'tJu wit/'! SIQpfI fhat "'" ~. 'JIt',rtrJrf dr~ (Of rcprucnlati..t s'~~ possrf'lQef .,rfl;t;/U vrcef flillf kxxJ~ COfldifl"OflI ..flfn ,~ drivewa'( /'s 1ocG1tt1 on lhe IOttf ';dt rJI fll1l1 ~rrfeva!t(J rOOCw<1yf. S,TlTt ':I r~~IC. 'X'oWl:hC,.' 'S tlhK?(llh111)rf II~O :tS,ICM OdvcWlf'lJ)'S tn4ir;Qfrd as 'C,nerg/ J..pplicatiQtll'~' f!Q" !tir. s/optS Ihgt <<Jft rNid,'ty Ot:COtrttffOdQf, rrpr'Hfllg,iv, S1Q1U}rtj POSSt~( "fh~/U 0fJtJ ,heSt gtrtJ ItcJ, Ifrt1t CO" ~f, repreanN,;", ,'~tj 'f'"IJ.;U, rVt4. tusu ~ rtcfto','oro/ wrnicftS \JPfratirtg ..nit' NN""t eFf)Wft QIl4 JvPfrt'f'o'C"'~ CO/)(J,.,tOfl$. TURNOUTS :"M .....~4!1 ~ _ 1,J,l~_ 44IlMtI'......... '.............;...""'1......-- ...... ... "'-" ... ~ ... .. 12 of 6 I 5/5 Nole,Set *ell For 'GEN[RAL NOnS' ~........h ~1'#1f ._b rtIJI 0--.. '" J4 '^'..&.~O>r'~ ""'" ,.,., ,.,., SITE PLAN # SHEET / - " 0Al[ 1/01 t<<X 1fO, 701 3 CK 3 8 OF 10 SECTION 7, TWP. 29 So, RNGo 16 E., PINELLAS COUNTY, FLORIDA GENERAL SPECIFICATIONS " The work cosists of the complete plant moterial installCltion ClS shown on the drawings and os herein specified. This work sholl include, but not limited to, the supplying of 011 plClnt material specified, the furnishings of 011 [Clbor. equipment, applionces and connection with IClndscope installCltion os shown on this plCln. Further, the work shCll1 include the maintenance of 011 plants and plonting areas until fino! acceptClnce by the owner, and the fullfilling of 011 guarantee provisions os herein specified. 2. The controctClr shClII fully aquClint himself with the related poving, site grading, wClter supply, electricClClI supply, and other utilities to proclude any misunderstanding and to facilitate 0 trouble free installCltion, Call Condy 1_800-2B2-B881 prior to any construction for utility cClordinCltion. 3. The contractor is resonsible for repairing any damages to existing facilities that mClY occur as a result of work done by the contractor cCllled for in this contract. The work performed under this contract will interfoce with other wClrk being performed by other contractClnl, it will be necessClry for the cClntractor tCl coordinClte and schedu Ie activities, where necessClry, with othercontractars ond their subcClntractors. 4, No substitutes sholl be mode without written permission of LandscClpe Architect. 5. In the event of the variation between the plant list and the actual number of plClnts shown on the plCln, the plClns sholl control. 6, PIClnt materiClls will be inspected at the job, When inspection work does not comply with the requirements. replace rejected work and continue specified mClintenance until re-inspected and found to be ClcceptClble. Remove rejected plants and moteriClI from the planting site and replClce within 48 hours. 7. All mClteriClls and equipment shClIl be installed in 0 neat and workmanlike manner, The owner or his architect reserves the right to direct the removClI and replacement of any items which in his opinion, do not present and orderly and resonably neat or workmanlike appearance, provided such items con be properly installed in such oerderly way by the usuClI methods of such work. B. All plont materials shCll1 be grade Florida No.1 or better os outlined under grodes and standClrds for nursery plants. pClrtS 1 and 11. State Plant: BoClrd of Florida. sholl conform to ASN stondords for nursery stock (ASNI 260.1 - 1 980). 9, All planting beds shCll1 be mulChed with 2" of 100lC organic fiberaus-type grade '8' or better. 10, All trees 7' or larger shClII be stoked and guyed with vertical 2"x2" Pine stokes or 3" diameter posts os shown in details. No deviations unless approved in writing, 11. Apply 'Chipco Ronstar G" with a properly calibrated granulClr applicator thClt will apply the granuies uniformly after initial plClntings hove beem completed, Apply at 0 rote of 31 Ibs/1000 sq. ft. of planted area specified, Do not apply pre-emergent chemical on le<lves. 12. Planting soil for 011 plant materials sholl consist of two (2) ports of topsoil with one (1) port moss and two pounds fertilizer per cubic yard. well mixed. LEGEND NORTH MA TERIALS LIST PLANT COMMON NAME .Illlm IlEWDV[ GROW IWI 011 CONTAINDI CllWI'lLTUY f1lOlj IlOlIT1AIJ. IlmlIlE 1'I.AH11HG. 1 Jz" IIlUND lIIlilllER Host: . - POWER POLE Q - LIGHT POLE ~ - STORM SEWER MH ~ SANITARY SEWER MH ~ - WATER VALVE ~ - WATER METER @ - BACKFLOW PREVENTER () - CLEARWATER GAS MARKER ----1 - GUY WIRE - - - - - - OVERHEAD Vv1RES 'P 'I' 'I' - TOP OF BANK - D - U,G, STORM SEVvtR LINE 00"6, - OAK 00.... MAMOSA 00"0 - PINE 00'. - PALM 00'0 - CHERRY LAUREL 00". - CAMPHOR 00"0 - CHINABERRY 1 inch = 30 ft. SIZE/REMARKS KEY QUANTITY/SPACING BOTAINICAL NAME 'MDTH -2. 'MDTH TREES' FORIlED ROOTBAU. or CONTAINER CROWN SHRUB ." CONTINUOUS EARTH SAUCER 8' OAH, 4'-S' SP" 2" CAL. 3D GALLON lo'OAH" SJSP" 2.5' CAL. 3D GAL. 10' C.T, MIN,. VARY HEIGHT IN CLUSTERS 8' OAH, 8' SPREAD, B&B 10' OAH.. S'SP, 2,S" CAL.. 30 GAL, 10' OAH., S'SP, 2,S' CAL.. 3D GAL. DAHOON HOLLY LIVE OAK 'w'ASHINGTONIA PALM LIGUSTRUM SYCAMORE LITTLE GEM MAGNOLIA 6 36 18 6 4 14 ILEX spp, QUERICUS VIRGINIANA 'w'ASHJNTONIA ROBUSTA LIGUSTRUM JAPONICUM PLATENUS OCCIDENTALLIS MAGN[]LIA SPP, 10 QV 'w'R LJ PO MG AEIlllVI TREE STAKtJ .. a lIUY WIllES ArTEII ONE CIIlIWIND SEASON ...~. LAYER PUlE IWUC .. WLJU:H 11I11. 1/4" HO~ -rn_ WOOD POST 1l1'ICAI. .- WIN. CONTINUOUS EAIIIM FOIIIlED SAIlCEIl tft:f1::R:ftR o 30 GRAPHIC I 60 SCALE \ 90 ~ SHRUBS & GROUND COVER 36'OAH" 401 SPREAD, 3 /SGALLON 36'OAH" 401 SPREAD. 3 /SGAlLON 18'-24'OAH, IS' SPREAD, 3 GALLON 18'-24'OAH, lS1 SPREAD. 3 GALLON 2' OAH, 3' SPREAD S/lo GALLON lo1-12'OAH. 61-8' SPREAD, 1 GALLON lo1-12'OAH. 6'-81 SPREAD. 1 GALLON 12' OAH, lS' SPREAD. 1 GALLON 361 OAH. 40' SPREAD. 3 GALLON 101-12' OAH. 12' SPREAD, 1 GALLON FAKAHATCHEE GRASS VARIEGATED PITTOSPORUM SANDANK'w'A VIBURNUM BURFORDI HOLLY KING SAGO EVERGREEN GIANT AZTEC GRASS LOROPETALUM D'w'ARF PHILODENDRON RED REX BEGONIA INDIAN HA'w'THORN TRIPSACUM DACTYLOIDES PITTIOSPORUM TDBIRA VIBURNUM SUSPENSUM ILEX COR NUT A CYCA,S REVOLUTA LIRIDPE MUSCARI LIRIDPE MUSCARI VAR, LOROPETALUM CHINENSIS PHILODENDRON XANADU BEGONIA RHAPHlOLEPIS INDICA FG PTV VS IB KS LE AG LP PX RB RI 3D 66 89 112 3 148 237 239 S5 28 126 CONTAINER GROWN SHRUB PLANTING DETAIL F 4 nat .. _Ie CONTAINER GROWN TREE PLANTING DETAIL E .. not"'..... FOR CAIIBAlE PAUl INSTAU..A'TlONl TRill AU. fRllNDS ~ T l1t.tE r:I IlIGQHC Nlll PlAN'llNC FOR CAIllIAlE P........" ,., TRUNl<9 11) lIE SIotOOTH Nlll AU. BURN IlARKS IlRUSHED ~WAY 101-121 OAH. 121 SPREAD. 3 GALLON 18'-24' OAH. lS' SPREAD, 3 GALLON 18'-24' OAH. lS' SPREAD. 3 GALLON 3D' OAH. 3D' SPREAD, 517GALLON 301 OAH, 3D' SPREAD, 517GALLON 1BI-24' OAH. 15' SPREAD, 3 GALLON 12' OAH, 121 SPREAD, 3 GALLON 12' OAH, 12' SPREAD, 3 GALLON 2D LAYERS BUIlLlP PAIl ~ T SUPPORT CCNT,oQT - NO NAILS IN TREE WOO) S'w'EET VIBURNUM STAR JASMINE ORANGE BIRD PARADISE CARDBOARD PALM MAUl IXORA SCHILLINGS D'w'ARF PENTAS 400 152 12 3 117 292 24 VIBUJRNUM ODORATISSIMUM JAS~INUM MULTIFLORUM STARITZIA RAGENA ZAMIA FLORIDANA IXORA SPP ILEX VOMITORIA NANA PENTAS SPP, VO JM BP ZF IX IVN DP j I ~ ~ \\IRE l1E 57 35' " / // 34' , // // )3..32' / "" , 38' 36' / // ".../ 31 \ 11 I / "" "" 30' \ IIO( / ~/ ",,"/' \ 37' \ /. /. I 40' 39' \ , I 1..-. 0 I I \ \ \ 1/1..-. (liJ. 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"~::J: \ (1\/ ") ~ (K3S~, ~I ~~.~x.,~_ -,Q'{"\,./::y ~H, /~.~ \j'-=YLJ ""i,,~~T"""""::'~;'_'="~~>!'~ ~ ~:~C'" ~_'H'~~ ~~'_\'HT"'~, /~I~,""--J~: ;l'~~'--.hAt~'-'"..---", /~' ~~50' =---~-ii--~~ ~. = ~.~ 'l/h!~)'"'~~'~;,':~'l~I~ON_I~~~'~~~ f~~ __- ~~ ):-~~:,~ ~~~;;~\:':=- )t~ r"' ~~ ~ /~;~ __ :)~f"~~~~:i~~' .,~~ j'."'~~~!j;;;~~: ,>~065'OJR8 =_--e4-----F~~~i _H~":i"' _ -1 J-J -CZ'-,':L /~\ ',~ '"'"".'"'oc'''"''-fIc....-,,~-!--- ~~~y ~//W-C-S/~l~.nn.J( j~~i:5J~t;o ~"""."'7} X/ 29'\ /~)~ ! ~''-<,Ew ~\ / C;; X, / fffl\ / / . -\ I /.. \ f8\ !/ff,Z\ f1\ C1[)1 f2i\\f17\ ..... \ ,_-13\ 7~ ~\ ~R94GUT1ERri)\A:\~'~~~6~A~.~NU(~) \~ \ 125\ . ( \ f11\ ~ fT6\ l____>,'_~_=___~,'-~__~~"~\f~~<r~u:~~;V l\~",~ _\ cp _ w I@_ Q5: JOO \.V__ ~~~'\~1(~",,~W_ ~'\ ~_I~~~___~c __ ~\ ~H~D_~_,,\ ___"'~'-" __ .... '... -c ..... 61' 60' --r- ...... \ -\-- .... --r ~ ~ 64' 63' 62' 59' 58' 57' 56' 55' 54' 53' 52' 51' ~ BNDY, OF SECTION 7-29-16 D R E W S T R E E T z" 0 .' BRACE (YaLaw pINE) SPACE 1lflE[ ~ T 12D l'll'lC-'l. z" 0 .' STAKE (YaLOW PINE) THREE fUT LONG ~ /y C1\\\ ~ =~-, E11E=llllli1li~ · =118 ROO11IAU., 111' IollHIWUW I 311 III RADIUS FRQI TRUNK ~ u::r-ffiWASG-1N NCl rNolPEIl PlANlING !IlIL WIXTURE '-'- 1lJ m rn: EXIS11NC SOIL jlt ffW\ \J!V LAKE 13. Fertilizer sholl be 16-4-4, quick release, wClter soluble fertilizer and shClII conform to the Clpplicable StClte of FloridCl fertilizer laws, 14. All plClnt materia is shClIl be watered by the contractor theraughly when planted and during the planting time period up to final acceptance, 15. Grass ShCll1 be St. Augustine and sholl be well matted with gross roots, the sod shall be token up in rectangles preferably 12"x14" and sholl be a minimum of 2" in thickness, and shall be live, fresh and uninjured at the time of planting, It ShClII be reasonClbly free of weed and other grosses and shClII have a sail mClt of sufficient thickness ashering firmly to the roots to withstond 011 necessary handling. The sod sholl be shaded and kept mClist until it is planted. dumping from vehicles will not be permitted, DamClged sod will be rejected. Replanting shall be done within 48 hours after time of harvesting or sod shClI! be kept damp until planted. 1 6. Sodding Schedule: (1) Soft spots and inequalities in grade sholl be corrected before starting sod work. (2) Grou nd sha II be sufficiently moist prior to laying of sod, (3) Lay sod withoutvoids, Tamp or roll, Sod shClII be thoroughly wCltered. The surfaces shall be true to finished grade lines, even and firm at 011 points. (4) Place sad with staggered joints closely butted, tamped or rolled to an even surface to the required finished grade, Avoid continuous Se<lm along line of water flow in swales. place sod in rows at right angles to slope. 17. The contractor sholl notify the Landscape Architect of any conflict or discreponcy in plans prior to performing any work in the affected area. , 8. Contractor shall cle<ln up and remave from the pnlmises 011 surplus and discarded materials and rubbish from his construction. 19. All shrubs and sod shCll1 be guaranteed for ninety (90) days after finClI acceptance by Owner, All trees sholl be guaranteed for one (1) year after final acceptance by Owner. 20. Upon final notice of final inspection Occ9ptonce, the Owner will assume maintenClnce and the gUClranteefworromy period begins. HERMERCALLIS SPP TRACHELOSPURMUM SPP ST, AUGUSTINE FLORITAM DAY LlL Y TRICOLOR JASMINE 12' OAH, 12' SPREAD, 1 GALLON 5' OAH, 12' SPREAD. 1 GALLON HS AJ SOD 40 267 -, ". PALM STAKING AND PLANTING DETAIL 45' - 10' LANDSCAPE BUFFER I (1\ \.0U(6\, \...gV (280\ \yV (2\ \!&J - Revision: OL o LL V) ~ Z W 2:= W > o OL D- 2:= f----i w ~ f----i V) H W V) o D- O OL D- W 0.... <{ U (J) o Z <{ ~ .t ~ By: ~ 0::: <J: D- --.J <J: z o (/) (/) W LL o 0::: D- --.J I-LL (/) "' ~ W 0::: o 0::: W I- <( ~ 0::: <( W --.J U to ~ ~ W 0::: o /'f) N C) Zz I==-<{ Z--.J <{eL ~ Cl. ZL{) Q)N ><.0 'C~ 01"1 Q) 0 - -'.J 0.- '0 \.... L 0 Q)- ELL E LR :J2 (f) 0 3= ..q- L ..q- 0 i"'-- Q) NU ~~\ 'K~~" ~~~" . ,,~ ..--.. , r<),-.... \ .- I"') co ,- ~~\L Q) c x o a ~ l.J.. (l. Ii') ~g: 0\.... 0\ ...."'Ii ~ i~ ~ I ...,.", Jl ~ ! 1 ~ Date: Scale: Drawn: Job: Sheet: 11-18-02 1"=30' -0" RJD 0035 SH-9 IRRIGA TION NOTES: SECTION 7, TWP. 29 S., RNG. 16 E., PINELLAS COUNTY, FLORIDA MA TERIALS LIST DESCRIPTION I QUANTITIES .... IRRIGATION SYSTEM DESIGN REQUIREMENTS: SEE BELOW. VALVE NUMBERS INDICATE CONTROLLER STATION TO WHICH THAT VALVE IS TO BE CONNECTED. AUTOMATIC ELECTRIC VALVES, AND GATE VALVES (INCLUDING ISOlATiON VALVES) WILL BE INSTALLED IN VP-10, 10" ROUND VALVE BOXES. WIRE CONNECTIONS TO THE ELECTRIC VALVES ARE TO BE MADE WITH RAINBIRD ST -03 UL WIRE CONNECTORS AND PT -05 SEAlANT. RAINBIRD pop-up SPRAY WITH 1 . 2. P~ VOLUME!GP+REMARKS I 3/5 HP STA-RITE OR EQUAL APPROVED (WITH CONTROL PANEL) 3 PHASE 0 230 VOLTS OR SITE REQ. ASSUMES 100' TO WATER YIELD: 60 GPM AT 65 PSI (MIN) TANK: WEL-X- TROL WX 350 TANK (119 GAL) 3 ~s~1~ [( ,~ ~~~~~"~~ ~ / ~ ~I~~ ~W!@@ @ @@ ~ l. Y l~~ $trg 1, pvc PIPE l~ ... 2. pvc MALE ADAPTOR ~ 3. 2' 45 G/'LV. Ell ... t1' 4. 2' G/'LV, NIPPlE (l.ENcml AS REO'O) , - 5. FINISH GRADE , B. 2' GATE V/'LVE " 7, 2' G/'LV, TEE 23 8. 2. l( , 1/4. REDUCING BUSHING II, 1 1/4' G/'LV. NIPPLL (LEN<;TH AS REQ'O) 24 10. 1 1/4. G/'LV. 110 ELL 11. 1 , /4' UNION , 2. 2' UNION 13. 2. PRESSURE V ACUUIiA BREAKER 25 14. 3/4' PRESSURE REUEF V/'LVE OR PRESSURE COMPENSATING CLA-VALVE 15. CONTROl PANEL 1 B. PRESSURE TANK 17. 4 l( 2 WELL SEAl. 1 B. ELECTRICAL WIRE TO PUMP 19. CONe. SlAB 20. SQUARE 0 (;HG2 PRESSURE SWITCH 21. 1 , /4. G/'LV, PIPE 22. 1 1/4' GATE V/'LVE 23. 2' G/'LV. PIPE 24. 2' CHECK VALVE 25. SUBMERSIBLE PUMP 28. WELL CASING 9. 16 NORTH RAIN BIRD SPRAY HEADS: 15 15 SERIES HALF QUARTER END-STRIP SIDE-STRIP TH R E E QUARTER FULL 15' RADIUS - 260 58 12 24 6 39 1,85 ,93 0.61 1.10 2.70 3,40 30 30 30 30 30 .30 3. LEGEND: 15' RADIUS 4' X 30' t: ~ 38: ~c ~ () 'i RAINBIRD POP-UP SPRAY WITH . RAINBIRD POP-UP SPRAY WITH B RAINBIRD POP-UP SPRAY WITH 12/15' NOZZLE QUARTER 12/15 NOZZLE HALF 12/15' NOZZLE THREE QUARTER 12/15' NOZZLE FULL 4, 15' RADIUS 15' RADIUS - tR::ft:R:flfi o 30 I 60 I 90 " '''' ............. T '" 5, ELECTRICAL WIRE IS TO BE TYPE UF 600 VOLT AWG - CONTROL CABLE. COMMON OR "GROUND WIRE" SHALL BE # 14 OR lARGER, AND WHITE IN COLOR. CONTROL "HOT" WIRE SHALL BE # 14 OR lARGER (DEPENDING ON LENGTH OF RUN), AND SHALL BE ANY COLOR OTHER THAN WHITE. TAPE ALL CONTROL WIRE TO MAINLINE AT 10' INTERVALS. PlACE METALLIC TAPE IN ALL TRENCHES AT TOP OF MAINLINE. PIPING MAY SOMETIMES BE INDICATED AS BEING LOCATED IN UNLIKELY AREAS; i.e., THROUGH TREE GROUPINGS, BUILDINGS, UNDER CERTAIN PAVED AREAS, OUTSIDE OF PROPERTY LINES, ETC.. THIS is DONE FOR GRAPHIC ClARITY ONLY. WHENEVER POSSIBLE, PIPING IS TO BE INSTALLED IN OPEN SOIL AREAS. ~ VALVES: RAINBIRD END STRIP HEADS 1 - 1 /2. RAINBIRD, 150-PES8 ELECTRIC CONTROL VALVES ~ RAINBIRD SIDE STRIP SPRINKLERS GRAPHIC SCALE 1 inch = 30 it. 12 3 2" SCH, 40 MAINLINE o 4" WELL LOCATION ~ ELECTRIC CONTROLLER LOCATION ~ SEE ELECTRICAL DRAWINGS FOR EXACT LOCATION ~ 10- DIAMETER CARSON VALVE BOXES 14 6. ELECTRIC CONTROLLER: @- 7. 1-RAINBIRD ESP-8 SERIES, ELECTRIC CONTROLLER 1-RAINBIRD RAlNCHECK, AUTOMATIC RAIN SHUT OFF 'n .L..J ~ ISOLATION VALVE 3 RAINBIRD 2" ELECTRIC CONTROL VALVE (200-PES-B) AND LOCATION OF CARSON VALVE BOX (VP-10). ISOLATION VALVE 8. ALL PIPiNG SHALL BE INSTALLED A MINIMUM OF 18" BELOW FINISH GRADE (UNLESS IN HEAVY ROOT AREA). UNLESS OTHERWISE INDICATED, ALL SLEEVES ARE TO BE SCH. 40 PVC AND TWO SIZES lARGER THAN THE PIPE TO BE NO SLEEVE SHALL BE SMALLER THAN 1 1/2", ALL SLEEVES SHALL BE BURIED 36" BELOW EXISTING OR PROPOSED TOP OF PAVEMENT GRADE. PVC PURPLE PRIMER MUST BE USED ON ALL PIPE PRIOR TO CONi~ECTING PIPE WITH PVC CEMENT. NO CLEANER SHALL BE ACCEPTABLE. SLEEVED. WELL DETAIL -=- 35' ,. 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I II ~', (0.65 CURB - - - - - - - - - \\ ~ .~ , - L- - -'-", - - - L -_- - - - - ~-~-_ ~ - I --'><::':.~~__ - - -'I'''''-':-~ ---- ..!;~ -: ~_~ ~ ~-"'! ~ - - ~ - - -"'" - - - - - -;-$ - - - - r - - - -<t -0 ~_~ --:-:_""::,,,- ~ - ____:- -~~~_- --:_!OO'R~_~"-_u~i ~',~_ - --04'-____--1- - ~'... '-FCM4"x4' oasnNG5.ol\\1DEsiDEwAU< l' .. /1, - -" - '1\ OOTlNG5,O''MDESl[)~AIJ(\.I ::-::--....:.., -,,_ oaSTlNG5.O'~~-SlDEWAlJ(--\I'S/W.' -- 7--- \-- " ,'" E~STlNG5.lt:'MDESlDEW ,,, ',,'.....'<'tOO'R621 ~ EXISllNGS,O'~DESlDEWAl{ /2,9'\/.-:- ~ i:c - - - - - - - -1'::...-,- - ........~ - ~TPRIr -=F T Z'=7 -= ~ - 1 \ "-, -- T'~ -,- ~ _"1" "'" /7 ~ T~,,--- ~ - - - - - ---L- ---"<' - -~ ---1 L ~ -+-, ~ ~ -L -t- -L' --,-.c..:' , .L _ --L-~ ./ I ", -.....;, \ \ ~ t. 1/ /~89'22'51"W 4 52 ',', )....' /'l (/ (t......2'CURB&GU'~R --~........ .,' t. ( / - \( '\ #8 \ 52 " "...... \ # 1 1 52 1 ", \', NOTE: I _~M J / ("...... #10 GPM ...........,,', , GPM \ ~ I " ('4SPHALT) " ',All Spray lJiea ds / (ASPHAlT) / CURB INlFT """ -f-"" '" I " ......., (ASPHALT)'........, - - , '......... ' '" ' I', & Latteral1:Jn...es to be / / Cl TOPEliV,="11&.........." ~ 1" Cl '\. ...... \' ~_____~'_~__ ___ _>"~~___ ~:"'~ __ _ L~'>" :n:tal1e~ wit~~~!?{~~ lin_e~ ____ _--1-______ -L -1- r:.T~:;;'41 ~~,,----~~.....,,~\- - --- --+- --- -~'~-,--t_---~------ _--=\___\_>,,:-, _,_-;- 64' '63' I 62' 61 60 59' 58' 57' 56' 55' 54 53' 52' \ 51 \',BNDY.UCTION7-29-16 DREW STREET 10. FINISH GRADE I '\ RAlINBIRO ELECTRIC Vf>LVE I( 1\ ,.,... '\ FINISH GRADE l' )f\[" l-- CARSON VP-10 VALVE BOX F"VC SCH. 40 - ,\ NIPPLE n ;Il: WIRE CONNECTORS PVC FITTING l I PVC SCH, 40 NIPPLE ~ 'r ~ ~ I :"e-- "" SCH, ., Ell ~ ~ !;( ~ ~ ~~\ ~ THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO STARTING WORK. 1 1 . IRRIGATION TRENCHES SHALL BE OCCUPIED BY IRRIGATION PIPE ONLY. DO NOT SHARE TRENCHES WITH OTHER UTILITIES. I I I FINISH GRADE \l\l II IIV 12. CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS FOR WORK SPECIFIED ON THESE PlANS AND IN THE SPECIFICATIONS. HUNTER GEARED ROTARY HEAD RAINBIRD SPRAY HEAD LAKE 13. CONTRACTOR SHALL ABIDE BY ALL LOCAL AND STATE CODES IN THE INSTALlATION OF WORK. FLEX PIPE (SWING JOINT, MIN. 1 a") PVC lATERAL LINE FLEX PIPE (SWING JOINT, MIN. 18") pve LATERAL LINE ~UJ 1'- 2. X 4. P,T, BOX SUPPORT COMMON WIRE HOT WIRE - I 5. PEA GRAVEL SUMP -I-- PVC SCH. 80 NIPPLE -L I CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIR AND RESTORATION OF PAVEMENT, SOIL AREAS, AND ALL OTHER AREAS THAT AKE THE RESULT OF DAMAGE RESULTING FROM IRRIGATION WORK (INCLUDING SEPTIC TANK DRAINFIELDS). 44' 14. ~:" 15. pve TEE J S) liT( /11 '\ '< PVC FITTING ~ pve TEE IiAAJNLlNE (\ VALVE ?" I L TAPE CONTROL WIRES, 10' O,C. THRUST BLOCK ALL TEES, TURNS AND DEAD END RUNS. ~ \ '< POP-UP ROTARY HEAD DETAIL ELECTRIC pop-up SPRAY DETAIL 16. Revision: U::: o LL (,/) f- Z W 2:= W > o U::: D- 2:= 1---1 W f- 1---1 (,/) 4' H W (,/) o D- O U::: D- By: Y: 0::: <3: (L --.J <3: Z o (f) (f) W lL- o 0::: (L .--.J ~lL- (f) '" ~ W 0::: o to 0::: W ~ <3: ~ 0::: <3: w --.J U ~ ~ W 0::: o I'f) N z o Z~Z ~<(<( <(C)~ ~~CL. ~ 0:::: i1 t ~ 'r ~ j 1 ~ ~ ZLO Q)N >to 'i:: -.;t on Q) 0 - -0 D.- l:J 1.... l_ 0 Q)-- E Lt_ E I...-~ ;:)2 (/)0 3: -.;t I...- -.;to r----Q) NU '0 ~O) O)e 0) ~"4 I~ ~ I "t-'"li Jl ~ Date: Scale: Drawn: Job: Sheet: 11-18-02 1 "=30' -0" RJD 0035 SH-10 GENERAL NOTES: EL. .~"-O :C~~M:: " ;:,yp _ v .. [J[::i~~ '~.: ;~ :~' t:: \,I[ ~/ ,4." \J T C '~,h()\:vt'J O\~ SELEC~TED :::!_~\/,~\ T1CJ~~(3 Tel ~-v[:;: F" YJE P,4 r::=:, EXTF~A ee, W;E/TEx "~. '1 ',:"!'ill ':' rJ PEU rrJ '3r-< E I:'') c6JEL.3 P::PPE::E COLOR LEGEND: r; ", ~.! T r ,'-'-. 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'_I '-" I , C.' c: ( ,'\ ': ~ ~)I 1...,'"'____ '::'ALE '/Q" "" "~ '" ~,., f~~ "':-1,'~'..J r'" " , ,. k" "..~ Ft{~I'i!J!J(J .--,--' ,--,.__._---'--:-=:-::-~-;:=-;:-'-' ' ',r""""", r;-=-' (r<' \ c \ I \ ,. :;' ! .~, J \:= ~~'!_:~> -:) JAN 8 ; / i \....",oIl ./ ,,.,.,,,~~~j ~ --.... ._---"-~" _ t-,~ ',- '~:~L\/EI.. :,E5 - .- - :--.f\ '1-:,'/,,1 ,\-':=~ ;~~. "~CJ ,- . .-~-<, ( ~ APPRO'JEO " ~;.; ~I~e~ LASE \1'~t -n::"(Y::; 1- " DRe OAl"E ----;::...- __ COBOA'E_~ ~\CN;\iURE -- DA;E~-- ~ JJ~A~!\ Architecture. Engineering. Construction 58/ / ,I:fenwrial Hzghway Suite 207 Tarnpa, Florida 336/5 (813) 888-6525 TEU'PHO/VE (813) 881-1285 FAX STATE OF FLORIDA A A 2 6 0 0 0 5 0 1 P.E. Number 41347 DREW PROFESSIONAL PARK BUILDING "F" Drew Street at Anna Avenue Clearwater, Florida 33765 2002~ J,J, Sosa & Associates, Inc, , These drawings ore protected by the copyright lows of the United States, These drawings or any porl thereof may not be used for any purpose or reproduced in any fOnT or by any means without the written consent ot J,J, Soso, Issw? /Jatt:' .2 /2: S~;.JETJ FO~.J C(iS~ E"S:'~AA.TEC Ri?V2SWJ2.,) j}m wn Lp"hano '-)X;i;"~""""" Decuber 1l 1~t!1 Approz!(:d b/l F, 5 e ~ \ C h job A0, ~ 10 31 N SMet l'ztte EXTERIOR ELEVA TIONS Shed ,110 A--3vO o