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FLS2003-07031 (2) T .- F , . I. I . , ! -., I ~ . - i. e, *' 1 1 ", . t. '(: '" " t~' f' i". ; kl ~_ I, ,1 1 1 1.1 I II JO~fiS "'::), '/ l , OSJR - . . . - . . ~ . - .. . en .. ~ lMDR - z ~ G), . . . 6, . z ~ I 1, · · · <: Z m . .. . .. . MDR..::.:~ ~ .'.\'" ~" . ,,', ~, ~I, "';" ;t;,' . \1', .';~~~' . ~ ~ ..;;0.. · .',' ., 0 t.,,,,~. lit' '. '~I.?>"", , . . . . . ._~. .. . ,,' -~." " / J " /' . /.. CREW " '.' '..'. '," ~ '," 'ft', ~. " " .'~: _ " '2' , ' , ,,', , <0,;;" , ~ ~ i I.. )\ . .. .. ~:._ ,', ~ ':'~ [\- , " ." , 1-...1 . \ '" -, ~ ~ ~ n ... t:.., ~', 1 \". . ",. I, .a' .'.... . , " 'l ''{o . \, ,,' ,'\, .,~: , ,: J 'J~"; '.1 \ .. ,,,.,, 1 - b~I' ::a: gi , / ;a. / m{ i ~ ~ 'I I ! ~, '-l 2' r:: 5, ;r; m ;q, ", 2; ? c .. .. .. .. .. . . , ------ g ---- ~ :t . . . .. . . GROVE' .,. i. I I . , I \. '\ \ \ ti \ -.. * , " i -:- - \:~ .. ; ~",. / . ",~ CLEVEL.AND ~_.///,T. , , -).1-1-1_11_1.'- _II ~,L. 1 . I I .. 1 '."1 ~. , 11 1 .. 1 . 1,,1 .' I'. I . ,. I lel-I..I-Ia' ~. r. Tel 1.1. I .. l~ ,_.~' ' ~ ..!: l,I~'. · · ~,\!E\!~~!t~r~ ~'~,- :.~ ~ ~.\-\1' '.J.t...;J' :t -;- _, ~, __ PARK.__.~_" ~d .." ,.. ,'" ;", " \ ' I' , ' 111 ~ '\: 1 " J " '\ ,,'j I , 1 r J . 'a . .,~,I I _ _ J LAURA lEJ . . . . .. t.: ~ C~~VffiAN ,/. '-t" " /,~ ~'~,:<,~ ~ ~~ ~" ", - / ',' 'f'" / " ~" , . ',: ~i:";" ' '. :";;~'E/~:',:<~ ',:. .~: . : ' ~;; ,',':;' ~'" " . ,~'~','.;h'~ ''';' '.:,'~ I '~r " >, ',,:111,,> 'IZ , .. . ..,. - > '<,- ~ "'.' ' - -~--..I-. - ~_~' "{..;..=-~ " -. Field Visit Map I Case: Property Size(Acres} : Owner: Clearwater Village Inc. FLS2003-O 7031 3.48 Site: 100 N. Martin Luther King Jr. Avenue PIN: 15/29/15/53928/00210010 Atlas Page: 287A .---~'-T~;_~ ~ <...~ i " ,:,...:;;,,~ I .' '\ : \,-~ -' ~- r , },,' ",,' ic'~~, =-\; I <' - . ~~~;~1 Looking northeast towards the comer of Grove and Martin Luther King Jr. Ave. ~~" " , 'I, f I "j;,:I\\"".-'::~*-, .,- ....r4t- ,,,,, . j' \..,,. . ,;'..1~ ',' Looking northwest towards the comer of Grove and Booth Ave. Newly constructed town homes located across the street on Booth Ave. ~7-. / -~- ,of:": ~ (1"1~' 'I ( ,-' ~,~'- '...::.,~ --,~ " '-'"", p, , ' 0 " , ~":' /7-0. ,) , I " , .:... l /(... '~....1' ' Looking southeast towards the comer of Cleveland and Martin Luther King Jr. Ave. Looking southwest towards the comer of Laura and Booth Ave. 2346 Anna Avenue FLS2003-030 11 ~ \.. 11/2/2003 11:40 AM FROM' Fax TO: 541-5027 PAGE: 001 OF 001 ..-#' _?" =~ * RIW V/lf5 ~~~~~ , '~: ~ ~ ~I: ~~ liJl , .' l;r r: I !!. ~l ~ ~g 10 '1: If ",...tt> G I: ;", ~ d '" S~~~ .' ~J ~ ~'L) t; I~ < ~ : ~~~ III llZll ~ ~7~ wJr ~ rdllJicl :j~ ~ ,. ~1!!!1" ,B!!! i ~ ;r.W ! n ~ rm t\i IJ 7.''''~ IJI .., e ~ / ~ 7l II ~~ ~. i!Z:::Ji ~ ~~ ';.. ~(j~ ~' /_~,-- ,I ~ ~ ~ -"~ . .:LV-.~ \' . J j] II.. ,I'., ..~. j ~ ri [>-<,~ ~I ~"~f:-~ I ~,~ ~: >-< "2 lil :~ :mIIIMr-,:,:,;I;" Ib,:..~ :i~'j-i~,~~ r,t II II ~ 'E l~? Is - '1 ~ IEI~:'~- ~ ~1:1~;Ji ; ~ ~~' ,,-' "lJ~ .~~ II >;l~ ~ ',; ~ 'J'" r i ~ Jj [>-'-< 11i"t ,?;Q"!\ - I-..Ii 1[>-<' , Ii; Y 2: !ill,,'; .~<,~'r~\'t.~i ::,'~ 'f~ I!: II: ~ Iii · 'loX __ . l' -to. "~/ l~~ ~ I' L"l=' ~ ,-........ ~, :;f ~~, T-~r ~.~~ .~. 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" , t \ ~ \ co9~ -e,eS\ '~1J.'()V~ 72.81 ~ p.-I~\ ~~1>LE 6&.D~ , t , \0 '~ "L N aN .. r 'f .,~ -'+-' (r. , \.-..~_ ~-"\." ,,--~.. ~---f---'1~... -- -+ (.HOVE <;TRH t , e ~ ">, ...,~ 1t c1l::. ''i' . 'j , ,,' ~.._.- I I " ~ t " :~ : t~ !~ ~ I 1 2 ii ,f>. <: 'l'I z r_ .. ~ I " -fn. t::.l '- -"/', - - --~~~ ~ .,~~~~'~~~ . .).... 1\"............ -~.: ~.~\~~~~ (,~n - !..oc.t :..mC...Kt"~:':W;- 6l:J~AAIf"'1 'C~u: ~llUJ:~~~!:,~ i~ -j:J~::-::"I;~=!i:-:~1 11 ......Iolf>}"~ '1'~Io.._ 'J'~.--.r~...: :.1 eM t'nw"'~"'" l...,c_ !"~:1'ollI~ J ~~.__..l>Y"'I~I!,,^~rM'I<"" I I :1. oJ/' ("W..:,I'Ml> !~.._8..... 1,:...1 . 16) . l~ _ ju~ .. .. rl--~~.~ .~~~~.~ ';'~l 1"1 JWWo.Y.""llol'oll. !........oiP'lI"A--~ :~~~W)pa.-.o;.! I)~' VII ~.,.;;;;;;-~~~.......w~ !~i~ L~.... ,;- v-.-. r,ll:<ol_...... :I"...c' j~ r~~~- ~~~;~=~~ r:rr,n. f1r_t'l._ ll1;ot~- l..,~tJM"''''''''''1"A\b.1; }ol. -.! ,. L~tJR '\...5IRf,bI' ::0 m o m - < m Bast Copy Available ,.. I. I I I I "-~. ~ """.0:, ~"...... '''' ~ /' ~ ~ .~ "" ?:S ~ I >- I ~- >j I ,~ "I i! Ii ..l..,-=..r't! -. ,"1'C".f' ~..'% I l-~ - , /........... ~" I'" f I I, ' I I ~ BeALL 1'"20' rv.~ 10 0-20 40 \ LAURA LOFTS TOWNHOMES BEING A REPLAT OF 1 THROUGH 6, BLOCK 2, R.J. BOOTH SUBDIVISION AS RECORDED IN PLAT BOOK 9. PAGE 22 AND LOTS 1 THROUGH 10, BLOCK 2 MRS. SARAH McMULLEN'S SUBDIVISION AS RECORDED IN PLAT BOOK 1, PAGE 41, ALL IN THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA SOUTH, RANGE 15 EAST - CITY OF CLEARWATER - PINELLAS COUNTY, FLORIDA DESCRIPTION: LOTS 1 THROUGH 6. INCLUSIVE. BLOCK 2. R.J. BOOTH SUBDIVISION. ACCORDING TO TIiE PLAT TI-iEREOF AS RECORDED IN PLAT BOOK 9, 22, PUBLIC RECORDS OF PINELLAS COUNTY, FLO;~IDA: AND LOTS 1 TI-iROUGH 10 INCLUSIVE, BLOCK 2, MRS. SARAH McMULLEN'S SUBDIVISION, ACCORDING TO TI-iE PLAT TI-iEREOF AS RECORDED IN PLAT BOOK 1, PAGE 41, PUBLIC RECORDS OF Pli~ELLAS COUNTY, FLORIDA; LESS AND EXCEPT THE SOUTH 10 FEET OF LOTS 6, 7, 8, 9, AND 10, BLOCK 2, OF SAID MRS. SARAH McMULLEN'S SUBDIVISION; AND THE SOUlli 10 FEET OF LOT 6, BLOCK 2, OF SJ.!D R.J. BOOTI-i SUBDIVISION; AND TI-iE EAST 10 FEET OF LOTS 1 AND 10, BLOCK 2 OF SAID MRS. SARAH McMULLEN'S SUBDIVISION, CONVEYED TO TI-iE CITY OF CLEARWATER FOR RIGHT-OF-WAY PURPOSES BY DEED RECORDED IN OFFICIAL RECORDS BOOK 4138, PAGE 116, PINELLAS COUNTY, FLORIDA. PLAT NOTATIONS: CERTIFICATE OF APPROVAL OF CITY COMMISSION: PRIVATE DEDICATION: NOTICE: THIS PLAT AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. ALL PLATTED UTILITY EASEMENTS SHALL PROVIDE THAT SUCH EASEMENTS SHALL ALSO BE EASEMENTS FOR THE CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION OF CABLE TELEVISION SERVICES; PROVIDED, HOWERVER. NO SUCH CONSTRUCTION, INSTALLATION. MAINTENANCE, AND OPERTATION OF CABLE TELEVISION SERVICES SHALL INTERFERE WITH THE FACILITIES AND SERVICES OF AN ELECTRIC. TELEPHONE, GAS, OR OTHER PUBLIC UTILITY. IN THE EVENT A CABLE TELEVISION COMPANY DAMAGES THE FACILITIES OF A PUBLIC UTILITY, IT SHALL BE SOLEY RESPONSIBLE FOR THE DAMAGES. THIS SECTION SHALL NOT APPLY TO THOSE PRIVATE EASEMENTS GRANTED TO OR BY A PARTICULAR ELECTRIC, TELEPHONE, GAS, OR OTHER PUBLIC UTILITY. SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERA TION SHALL COMPLY WITH THE NATIONAL ELECTRICAL SAFETY CODE AS ADOPTED BY THE FLORIDA PUBLIC SERVICE COMMISION. A TEN (10) FOOT WATER AND GAS MAIN EASEMENT LYING FIVE (5) FEET ON EACH SIDE OF WATER AND GAS MAINS UP TO AND INCLUDING HYDRANTS AND METERS, EXCEPT WHERE SUCH MAINS AND RELATED WATER AND GAS FACILITIES MAY LIE UNDER STRUCTURES. THERE IS HEREBY CREATED AN INGRESS AND EGRESS EASEMENT FOR FIRE AND EMERGENCY VEHICLES. PUBLIC OFFICIALS, UTILITY COMPANIES, AND THE CITY OF CLEARWATER, FOR SANITATION SERVICES AND UTILITY MAINTENANCE OVER AND ACROSS ALL PAVED SURFACES. ::iTA1!:. Of FLORIUA 55 COUTY OF PINELLA5 IT IS HEREBY CERTIFIED THAT THIS PLAT HAS BEEN OFFICIALLY APPROVED FOR RECORD BY THE BOARD OF CITY COMMISIONERS OF THE CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA, THIS_ DAY OF __________, 200_. APPROVED BY: CITY MANAGER CERTIFICATE OF APPROVAL OF COUNTY CLERK: STATE OF FLORIDA S.S. COUNTY OF PINELLAS 6 I, Karleen F. DeBlaker. Clerk of the Circuit Court of Pinellas County. Florida, hereby certify that this plat has been examined and that it complies with all the requirements of the Statutes of Florida pertaining to maps and plats and that this plat has been filed for record in Plat Book __________, Page(s) ____________, Public Records of Pinellas County, Florida, this ________ day of _______________________, 20_____. THE UNDERSIGNED HEREBY CERTIFIES THAT IT IS THE OWNEr~ OF A PORTION OF THE ABOVE DESCRIBED TRACT OF LAND HEREBY PLATTED AS LAURA LOFTS TOWNHOMES! THAT IT GRANTS TO THE CITY OF CLEARWATER. A POLITICAL SUBDIViSION OF THE STATE OF FLORIDA. THE RIGHT TO USE ALL UTILITY AND DRAINAGE EASEMENTS AS SHOWN. THE CITY OF CLEARWATER WILL ASSUME RESPONSIBITY FOR THE MAINTENANCE OF FLOW ONLY IN DRAINAGE EASEMENTS. ANY MAINTENANCE, REPAIR. OR REPLACEMENT RESPONSIBILITY RELATING TO PIPES, STRUCTURES, AESTHETIC AND VEGETATION CONSIDERATIONS, IN AND UPON DRAINAGE DRAINAGE 'EASEMENTS ARE A PRIVATE FUNCTION NEITHER ASSIGNED NOR ACCEPTED BY THE CITY OF CLEARWATER. AND ALSO HEREBY DEDICATES THE FOLLOWING. NON-EXCLUSIVE EASEMENTS ARE HEREBY ESTABLISHED ON THE COMMOMN AREAS FOR THE INSTALLA TlON AND MAINTENANCE OF ELECTRICAL, TELEPHONE CABLE FACILITIES, EXCEPT THAT PORTION LYiNG WITHIN THE PERIMETR OF THE BUILDINGS. PARCEL "A" - PRIVATE INGRESS \ EGRESS AND PEDESTRiAN EASEMENT PARCEL "B" - PRIVATE INGRESS \ EGRESS AND PEDESTRIAN EASEMENT PARCEL "A" - PRIVATE RECREATIONAL EASEMENT COMMON AREA A COMMON AREA B COMMON AREA C COMMON AREA D COMMON AREA E COMMON AREA F COMMON AREA G COMMON AREA H Karleen F. DeBlaker, Clerk Pinellas County, Florida By. ______________________ Deputy Clerk REVIEWED FOR CONFORMITY TO CHAPTER 177, PART 1, FLORIDA STATUTES THOMAS L. MAHONY DA TE PROFESSIONAL SURVEYOR AND MAPPER LICENSE NUMBER 6289 - STATE OF FLORIDA CITY OF CLEARWATER, PUBLIC WORKS ADMINISTRATION ENGINEERING DEPARTMENT LAURA LOFTS TOWNHOMES, L.C., A FLORIDA LIMITED LIABILITY COMPANY BY: AS: PRINT MAME OF OWNER SIGNATURE OF WITNESS #1 TYPE OR PRINT NAME OF WITNESS #1 SIGNATURE OF WITNESS #2 TYPE OR PRINT NAME OF WITNESS #2 SURVEYOR CERTIFICATE: S.S. I, Eugene T. Caudell, the undersigned Registered Land Surveyor, certificate No. 4821, hereby certify that on the ________ day of ___________________, 20___, this plat was prepared under my direction and supervision, and that permanent reference monuments have been placed as indicated hereon and that it compllies with Chapter 177 of the Florida Statutes and 61 G17-6. I certify that this Plat meets all material and composition as per Florida Statute 177.091. AKNOWLEDGEMENT ST ATE OF FLORIDA COUNTY OF PINELLAS THIS IS TO CERTIFY THAT ON THIS ____ DAY OF _______________. 20__A.D. PERSON ALL Y 'APPEARED BEFORE ME ____________________________. AS ____________________________________________________' WHO IS PERSONALLY KNOWN TO ME OR HAS PRODUCED --------------------- AS IDETIFICATION AND DID__ OR DID NOT__ TAKE AN OATH. KNOWN TO BE THE PERSON DESCRIBED IN AND WHO EXECUTED THE FOREGOING INSTRUMENT OF DEDICATION, AND SEVERALLY ACKNOWLEDGED THE EXACUTION THEREOF TO BE HIS FREE ACT AND DEED AS SUCH OFFICER FOR THE USES AND PURPOSES THEREIN EXPRESSED, AND THAT SAID INSTRUMENT IS THE ACT AND DEED OF SUCH COMPANY. WITNESS MY HAND AND OFFICIAL SEAL AT THE ABOVE DATE. Eugene T. Caudell, P.L.S. No. 4821 E. T. Caudell, Associates, Inc. LB No. 6492 6 MY COMMISION EXPIRES NOTARY PUBLIC STATE OF FLORIDA ---------------------------- -------------------------- -------------------- SEAL SHEET 1 OF 2 E. T. CAU~~ .., ASSOCIATES, INC. I 2321 PIN OAK LANE EAST i. CLEARWATER. FLORIDA 33759 ' (727) 799-9778 ~, "~,.~.",",_. .~ TOWNHOMES LOFTS LAURA BEING A REPLAT OF 1 THROUGH 6, BLOCK 2, R.J. BOOTH SUBDIVISION AS RECORDED IN PLAT BOOK 9. PAGE 22 AND LOTS 1 THROUGH 10, BLOCK 2 MRS. SARAH McMULLEN'S SUBDIVISION AS RECORDED IN PLAT BOOK 1, PAGE 41, ALL IN THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA SOUTH, RANGE 15 EAST - CITY OF CLEARWATER - PINELLAS COUNTY, FLORIDA 50' R/W GROVE STREET 6 S89-59' 49"E 20.00 593.71 I 20.00 11.89 20.00 i~0'.OO 3.8~ 20.00 l 13.15 20.00 20.00i( t:Q0.00 20.00 128.34 (f) ~I LOTr;] :3 ~I m ~ ~ ~ ~ ~ &1 ~ .., 0) ex> 0 fT1 ~ 0> VJ . < . ()1 -...j 5 1-- ~ ~ ~'~b VJ-tt-_.~' ~ b w 9 9 VJ1 ~ 9 bOO i 00 0 o p p P '000 I 0 o 0 , 0 ~ Z Z 20.00 t 28.34 Z ~ LOT 2 N90'00'00H~ 20.00 20.00 U,J ~. N90'00'00"E -D."_"....__, ~ I \ 35.25 20.00 20.00 ,.o.i~.OO 20.00 JOO:O 35.25 20.00 35.50 35.50 tOo'? 20.00 10.( 20.00 20.00 20.00 ;OQ.~OO W t o o "<t o In o Ol (:, -t o Z o I g 0 00"; w ~v ..; 10 t "It 1O 1110 ~l ~12~ g 1310 * W ~i 0 o. w b lO P! b oz' 0 .... 0 o 0 0 . 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I z o o .J o .. o -"-_..~.. ~'''-'' ..-- (.N 2.87 20.00 ::E N90'00'OO"W (OT ,} I I I P ARCEU "C. PRIVATE RECREA10NAL EASEM~NT 20.00 20.00 N90'00'OO"W LC) 7' JI 20.00 20.00 20.00 N90'00'OO"W 20.00 N90'00'00"W 20.00 20.00 N90'00'OO"W r c ~ I'T1 :::0 LOT 2 o o r-.: N .- o o r-.: N .- LOT 1 ,!'\.'l lelT "l 1..... . I...../' !~o T 3 ~tJ -4. .;;.. 1:) I fOO'? !. Joa'p S~RDIViSIO~PARCEL fPR,VAlE -ING~;~S /EGRESS-ANi) ;EDESTR,AN- EASEMENT-- . ~ I ":.t- P I o o Z I ~ ! 11 - .p ARCEL "A;-- PR~TEING~i-ss; EGRESS-AND-- PEDESTRIAN EAS MENT \./) rc" ~ t I ~ -rj LOT6 1 N90'00'00"E S; I ~2 ! _ r-~~l2D.00 ~__ <: N90'00'O(D"E 20.00 2P.00 e.11 ~ 0> ~ ~ 0> ~ CD ,Ul OJ o o ~ roo'p ~~ f..:::"'C C)Cl t-:::::~ )> ~~ < >::'\;t rr1 's:~ z ~2 ~ \jCl::l ;:::~ 2c::) ~es Cl..Cl '-'LIRA L! M MI II I r-A" IS ~, J I . te, IVLJ-t./V , BL OC/( 2, AIRS. W t 1O N ":.t- o b o Z )> ;$l z C fT1 N90'00'00"E LOT 70 20.00 12.95 LOT 4 LOT 9 N90'00'00"E N 12.68 20.00 (}l ()l . (J'I o /'V U11 ~ ~l o ! 1 N90'0( 'OO"E 20.00 20.00 N90'00'00"E 20.00 20.00 20.00 N90'00'00"E 20.00 20.00 N90'00'OO"E 20.00 20.00 20.00 LOT 8 ~_.,~ 3.67 N90'00'00"E 20.00 20.00 LOT 7 1O N LO < 0> < I.&J (k: < w Z . 0 o ::& 9 :2 o 0 P 0 o o Z " N LO 0> N90'00'00"E 20.00 20.00 0.3 I :::0 ~ < )> :::0 - fT1 (f) 00 I' ui 0) O'l " :I: g Z o o d o o o = 1TI I I N90'OO'OO"E 35. 0 35.50 <Xl I' t I' N ex) r- eo N eo (!) o o C) ~ " c:i I' I"l o ..; <Xl 1O o ..; co ~~~ ~ "" ~ (!) "It -l>.. N N ,~ CD ~ en t w w 44 I' ~. ~ (...9 -A 6' .~ -A-I:- b :2 0 0., 0.,,,,, 0 -.J '0 8P P '0 '090 8z 8z g g ~ g o 0 . z z g z S90'00'00"E 35.25 35.2: v NI r<") r<") R28R1 '0 z ~ w o 0 t t '0 :2 0 0 :2 0 0 P 0 '0 '0 g 0 P P zoo ~ ~I 20.00 I ()) 24 N w ~ t '-J g '0 25 g o z LL.,O o < 10 ..; I.&J, v 10 (k: CD ~ w w ~ I ~35~ ::::E 0 0 OIP P o g g I z z 0.3 20.00 CD 0> t t 0 0 v 0 0 z z .!-Ll !-L.I tt2~ o 0 . p o 0 o 0 z z !-L.I 41 g P o o z W t o 01' 'Ov 00'1 b v o z w '0 ON - .- o . 00 b 1O o Z 36b o '0 o b o z w w 38 ~ ~37~ 1O 8 8 b b o 0 z z 35.50 7f b'l2o.oo 20.00 Jc; -- --" L:~~::O~-VE~~O- TO THE CITY ~F CLEARWA TER - ~ - . PER o.R. BOOK 4738, PAGE 776 40 ()) (!) ~ .- o . ....0 Lt') J9 I 35.~0 1_ 321 I 33 LOT t 20.00 35.2: 20.00;0 20.00 ~.61 20.00 20.00 20100 20.00 13.58 20.00 100 'i'35. 25 20.00 20.00 20.00 20.00 J2.40 20.00 594.65 S89-56.41 '.W iOO~D ~-- 60' R/W LAURA STREET 6 LEGEND: EJ DENOTES 4"x 4" PERMANENT REFERENCE MONUMENT (PRM 4821) UNLESS OTHERWISE NOTED. LOT CORNERS - 1/2" IRON ROD OR PK NAIL & CAP (PLS 4821) UNLESS OTHERWISE NOTED. R/W - RIGHT OF WAY P.O.B. - POINT OF BEGINNING PLS - PROFESSIONAL LAND SURVEYOR PSM - PROFESSIONAL SURVEYOR & MAPPER O.R. - OFFICIAL RECORDS (NR) - NON-RADIAL LINE GRAPHIC SCALE i 30 I ~ ( IN J'D'I' ) 1 inch - 30 fl ~ ~ ~ BEARINGS ARE ASSUMED AND REFERENCED TO: NORTH BOUNDARY LINE OF THE PLAT. BEING NOO'OO'OO"E ~. 't. CAU~ ASSOCIATES. INC. 2321 PIN OAK LANE EAST CLEARWATER. FLORIDA 33759 (727) 799-9778 SHEET 2 OF 2 ~~" ",".,',:,~--,-<1.' ~"";w'i '!~,"JP.'" J;:T~""'i ~H '1O\"-'r''''''''iZ;~''-Jr''''-'ilif:r'~''illi.\'i't", 'l.7"-'~'.!'Ij". .:il~~;...n:,'"'" '!f",:t.,~ <'W-'l;:;;';lJ;:<:,'.'-r:tt:",.---~,'5-,'" i':l""- ,,,"r::;;:";;>;;"_ -"0' 1[i' ~,' . ~, -,. .' , '~"..:'- -__.- ~.~ -.,"':'~._- ~.~'- ,." --,-~" :-""-~'::';;;;;- - - ,.-. ,- ~ - ~-' '-ff"-' I ~!'; ~ ~ ~ ~ ~ !l' ~ ~ i t1 .I~ ~ , l:.; L BLOCK 2, R.J. BOOTH SUBDIVISION AS r~ECORDED IN PLAT BOOK 9, PAGE SUBDIVISION AS REC()RDED IN PLAT BOOK 1, PAGE 41, ALL BEING RECORDED 15, TOWNSHIP 29 SOUTH, RANGE 15 EAST, CITY OF CLEARWATER, 1,' ":"~ -'--- . '"" :--f ",' '~J"~'"''''i'''.'7:i'.~r:1,.w:F''''''''' ,,"-.~.'" ','," n '-"?ZRi;--ii~,rc-,..t~"l"_~~:<![!"*k,~,)'~1~l'i."';:<'-"~":"-~'1"'-'''T':1~""1)" ""',",-."'''''".... ~",_....-, ..~_.__."..,~~-:-_M"W. '~-~----'~" --"_.,~..". . ....'--_.~-"'., ;;;".'''',,;",,-''':;;1'::<\'''-' i'f';'-1":: -r".;-:- S\:'t:;1' '~".,n ':.. '. -''"J --- 1 THROUGH 6, INCLUSIVE, 2, MRS. SARAH McMULLEN'S FLORIDA, AND L '(ING IN SECTION BEING A REPLA T OF LOTS 10, INCLUSIVE, BLOCK PINELLAS COUNTY, DESCRiPTION: LOTS 1 THROUGH 6, INCLUSIVE. BLOCK 2, R.J. BOOTI1 SUBDIVISION, ACCORDING TO THE PLAT THEREOF AS HECORDED IN PLAT Bom< 9, 22, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA: AND LOTS 1 THr~OUGH 10 INCLUSIVE, BLOCK 2. MRS. SARAH McMULLEN'S SUBDIViSION, ACCORDING TO THE PLAT T'rlEREOF AS RECORDED IN PLAT BOOK 1, PAGE 41, PUBLIC RECORDS OF P1NElLAS COUNTY, FLOR!DA; LESS AND EXCEPT THE SOUTH 10 FEET OF LOTS 6, 7, 8, 9. AND 10, BLOCK 2. OF SAID MRS. SARAH McMULLEN'S SUBDIVISION; AND THE SOUTI1 10 FEET OF LOT 6, BLOCK 2, OF SAID R.J. BOOTH SUBDIVISION; AND THE EAST 10 FEET OF LOTS 1 AND 10. BLOCK 2 OF SAID MRS. SARAH McMULLEN'S SUBDIViSION, CONVEYED TO n-lE CITY OF CLEAR'WATER FOR RIGHT-Of-WAY PUIiPOSES BY DEED RECORDED !N OFFICIAL RECORDS BOOK 4138, PAGE 116, PINELLAS COUN1Y, FLORIDA. BEING MORE PARTICUL"AI~LY' DESCI~18ED ,6..S FOLLOWS: COMMENCE AT TrlE SOU THWEST CORNER OF LOT 6, BLOCK 2, R.J. BOOTH SUBDIVlSION AS r-<ECOROED iN PLAT BOOK 9, PAGE 22 OF THE PUBliC RECORDS OF PINELLAS COUNTY. FLOHIDA, THENCE NOO" O'O.3"W, ,ALONG THE WEST LINE OF SAID BLOCK 2 BY OCCUPA TlON, 10,00 FEET TO THE POINT OF BEGINNING; n,ENCE CONTINUE NOO'10'03"W, ALONG SAID LINE, 255.,30 FEET TO THE NORTH\tv'EST CORNER OF SAiD Bl.OCK 2 BY OCCUPA 110N; THENCE S89'59' 49"E, ALONG THE NORH-l LINE OF SAID BLOCK 2, R.J BOOTH SUBDIVISION AND ALSO TI-IE NORTH LINE OF MRS. SARAH McMULLEN'S SUBDiViSION AS RECORDED iN PU\T BOOK 1, PAGE 41 OF THE PUBLIC RECORDS OF P!NELLAS COUNTY', FLORIDA. 593.71 FEET TO .A POINT ON SAID LINE; THENCE SOO"22 48"E, ALONG A UNE 10.00 FEET WEST OF AND PAI=(ALLEL TO TH[ EAST LINE OF BLOCk' 2 OF SAID MRS, SARAH McMULLEN'S SUBDIVISION BY OCCUPATION, 70 FEET; THENCE S89"56'11"W! ALONG A LINE 10.00 T NORTH OF AND P,AHALLEL TO THE SOUTH LINE OF SAID BLOCi<: 2, t,)94.f55 FEET TO THE POiNT OF BEGINNiNG. P!~!\/ATE DEDICA nON: '!hJ\)Fr;;;'~;iGr'~[[,) HE r:<:[[, 1 C[ FiC: TH T! i~, THE i'>'Vi.!U~! OF FiE ABO\/!: DESCRIBED T (A L A.ND H[K'[P !':.tI.TT[D J\ Cl E:M:;:W,tI, TER - PHA'.::T ONE, THAT IT GRANTS C i.JJ\FWA TFP. r:'CuTICAL SU 1\!ISI(J!\j CW THE $T /l,T[ OF Fl.ORIDA, THE , y M\JD L'RAiN!~G[ [A'sUIiEN:, SHOWN THE (:in OF Cl..EAIRWA TER Fe,.';? T!.n: !vt!'i1'n[NpJ~CE f',.OW ONL'r IN DRAINAGE EASEMENTS I\t\: t\i/\iN;E~~Ar~cE i~:EPAI CiR h~F ft,CDv1Et\iT f,:[SP()h,;;';i8iUTY RELAT!NG TO PIPES, STRUCTURES, -,,,"Uk ~ND \iCGET.t. TIC)t~ CCh.JSiUEF'/-t! iN /;,ND I)P,)N DRAINAGE DR,a,lNAGE EJ\SEMENTS /~f"if' ,t1, PI;~! V/~ fl)r'~CTi()r\ NEI F;; A':SIGNED NOI~ BY THE CITY OF CLEARWATER ,~J\ /'d,S") HEREBY DEI;I /01[( THE F'OLLOWli\JC, :\<::'f\J I~XCU':::;i\i[ /,c.:,EM[!'lJT~. AFT :-iU<EB E~;Tt'8L!::;HE D CI~ THE COMMOMN AREAS FOR THE !!'-.,is 1'1 T10t\l M~[C M,4,I~~;U"j,6,r\!c[ ()r, ELECTRi TE.LEPf'<NE CABLE FACiliTiES, EXCEIPT THAT PC,!:;:iCA\j L, YitJ,VI rl-m~ nil: PEF:i!\i1FTR or THE E3U1LD!i\.iC::, .r.\_ 'J E ) \1 cr~;, E S ~:~ E" (;F~ r:: i) TiL! 1: J.>ND PLDES'Rlj',N EJ.SEMENT V.L, n:: R[CTd:,/'TiIY~~J [l\SEM[NT PF')!'iATf 'NGF,L Df;;PIN!\(~E &TIUT' >'F I \i i\ if: N '~FL ':;S \ f>PI\/l\ iF !NC,hE:<:, r UTILI T"( b.t\JD ANDSCAPE EASEMENT [ASEJv1ENT !-\hi C :ANDSCAPE EASEMENT lANDSCAPE EASEMENT .--(' " T " [CRESS. UTIU l,;TIL!'fY !\;--JD l.' ,':":\' DR/J"tl-\GE &: F:._ASEk~~~NT 'f 1" <'I F 'I F'Fi,U,;[ !r~;+[~,.~ [:;RESS, ;.'TIL' pJ'~ lANDSCAPE EASEMENT ',' , I i't " : ,,' ~T, t c i 'J :-:<=:ssors and :Jssiqn s, t"iil ii" vCi:.1'; II,.:: cJ!'nrnon /\reo, Lots, .. q', ,,' [',t': ~'!cl ler t 'co 'I ollction, rr";<]in'~el)once, ; i! ( i ,-., '=1 (:~' t: 1 e c t r i cor (J n V (J!; y , .. 1 ~ [) c: ej f' (i :-) seiT:er1. benef;t ! inierferewith the ',:1 .11_' (t if:'~~. :]n;..::; (] ,:.:i f--'; . ~ f 'i ~ II/stoll I l'1e::: ond (]t'l '1'-:';: t ~'i e rn the line 1/\,.; t j'"'; 1 ertle~, f: ::' lJ!id~ adjacE'nt to tI-, and to, 'Jny su wolls as E Declarant her eb Homeovvnr:'rs' nonexclusiv'e treets witr! in ih e ,'\ ~ierirr,eter (,;f the to CI l"lorge tl-e duties i e P ed ies, There are easenlents between the woli for later-al ond ent~) ( by the unwillful i (J V ~ucf:]IIS os c()nstl'i.Jcted, -,- r--::f!!. - . -'C ~_"'.., ::'f"~~ ...--<t..," ..-~-",--:. ''''''i. _~.<f""'r-''t .,'" , ' OCT 2 4 2003 22, AND LOTS 1 IN THE PUBLIC RFCORDS PINELLAS COUNTY, FLORIDA. THROUGH OF AKNOWLEDGEM ENT There is hereby established and reserved perpetual easements for the installation and maintenance of utilities and drainaqe oreos in favor of the Declarant, Downtown L,ofts Horneowner!s Ass-ociation! Inc. and the City of Clearwater, ond other local governmental authorities, In and to all utility easement and drainage eo~,ement areas shown on the Plat. the easements sholl include! without lilritotion, the right of reosonoble access over lots to and frorl easement or-eas, The Declarant, its successors and assigns, and the Downtown LoHs Homeowner's Association, Inc. shall have right to cDnvey such easement on on exclusive or nonexclusive basis to ony person, corporation of governmental entity. No structure, plonting or other material shall be placed or permitted to remain, which moy damage or interfere with access to or the installotion of the use ond maintenonce of the easement areas or any utilities or the droinage facilities! or which may change the direction of flow or retor-d the flow of drainage water in any easement areas, or which rnay r:;(juce the size of ony water t'etention areas constructed by the Declorant in such easement areas. The easement of each Lot! and 011 impro.;ements in such eosement areas, shall be maintained continuously by the (>wner of the Lot upon which such easement exists, except fu those imprOVemt?nts for which a public authority or utility compony' is responSible, No fences, driveways pools and decks, patios, all" cond;tioner~~, (Jny imperVIOUS surfoce improvements, utility sheds, sprinkler s terns, trees, shrub'S, hedqes! plants or any other landscaping elerneri <:ither th:Jn sod, sholl be ploced or erected upon (X within ony droinoqe eosement os may be shown or' the Plat. Any structures installed ir'l the eClsements shell be at !'i~;k of the Owner, ST ATE OF FLORIDA S.S. COUNTY OF PiNELLAS THIS IS TO CERTIFY TH/\ T ON THIS _____ DAY OF ____,___._.______. 20_..A.D, PERSONALL Y ,o,PPEARED BEFORE ME ____________,.._____..__,________ __ ._, .AS _.____,____,_,_.._.. ,___.._______,__,__,_,_..' ~._"..... ._,_ -'_, ___,.,_, WHO IS PERSONALLY KNOWN TO ME OR HAS PRODUCED _______,_.____________.___ AS IDETIFICATiON AND DID__ OR DID NOl__ TAKE AN OATH. KNOWN TO BE THE PERSON DESCRIBED IN AND WHO EXECUTED THE FOREGOING INSTRUMENT OF DEDIC;:" TION, AND SEVERALLY ACKNOWLEDGED THE EXACUTION THEREOF TO BE HIS FREE ACT AND DEED AS SUCH OFFICER FOR THE USES AND PURPOSES THEREIN EXPRESSED, AND THAT SAID INSTIRUMENT I~, THE ACT AND DEED OF SUCH COMPANY, WITNESS MY HAND AND OFFICIAL SEAL AT THE ABOVE DATE. MY COMMISION EXPIRES NOTARY PUBLIC STt>,TE OF FLORIDA SEAL CERllFICA TE OF APPI~OVAL OF CITY COMMISSION: ST A TE OF FLORIDA ss COUTY OF P1NElLAS The Declarant, for itself and Its sUCCe;;,3Cj(S ond ossiqns, Gnd for the Association, hereby reserves on easernenl runninq olong the rear of any Lot which is par-allel to and adjocen to tile peril'ieter of the Properties and along the side ytxd of ony Lot wrlicrl parallel ond adjacent to the perimeter of the Fropei-ties for tile purpose of construction of a privacy well or fence and entry monuments for the Properties Once such fenu:, wall, or r:FYILI ents have been f,'rected, the Downtown Lofts Homeowners Assccloti ,inc shoit hove the obligation, 0::: a comrnon expense, to rnaintain, rE'p:]ir ond replace the exterior portions of such \\1011 or fence and monurnents. In the event any structure or improvement on any Lot shall encroach upon ony or the common areas or upon any other Lot, for' any reo son other than the intentional or negligent oct of the Owner or in the event ony common areas shall encroach upon ony Lot, then on eose!l!ent sholl exist to the extent of such encroachment for so ie,nq as the encroachment shali exist IT IS HEREBY CERTIFIED THAI THIS PLAT HAS BEEN OFFICIALLY APPROVED FOR RECORD 81' THE BOARD OF CITY COMMISiONERS OF THE eny OF CLEARWATER, PiNELLAS COUNTY. FLORIDA, THIS____,,__ DAY OF ______,_______",__" 200__, APPROVED BY' CITY MANAGER CEr~TIFICA TE OF APPROVAL OF COUNTY CLERK: STATE OF FL,ORIDA S,S. COUNTY OF F'INELLAS i, Karleen F. DeBleker, Clerk of the Circuit Court of Pinellos County, Florida, hereby certify thot this plat has been examined ond that it complies with all the requirements of the Stotutes of F'lorida pertaining to 1,lOPS and plats and that this plat has been filed for record in Plot Book __,,___.____'.' Page(s) __________,___, Public Records of Plnellos County, Florida, this __,,______ day of _________.__, "'___" ..,_____,____ __ _I 20 ___, _. .".' There shall be 0 5- foot ree iprcc oi elf-'f)\..< rh:::;'ncn t (::usement between each Lot and such portion Oi' portions of C CCI-nrr,(,n Areo adjocent thereto, Of between adjacent Lots, or both, for the mointenonce, repair and reconstruction of any wolls or building:: (,ther improvements; for lateral and subjacent support; for roo Oth.1 eoves ond for maintenance! repairs ond !'eplacerner"t::.:. thE'r for enuooehments coused by the placement, settlinq and shift;nq r any su ~h wolis or imDrovements as const!"ucted by the [)f?c1crw'd, 01- the Downtown I_ofts Ho'meowner's associatio!,. Ine" e)r recon;;tru ; (jI'')(:) fOf' access to mointenance ond repair of utility focilih:,s ~,ervlng more than one Lot. Korleen F, DeBloker, Clerk Pinellas County, Florida By: _______,____,___.____ __ ____ Deputy Clerk REVIE'WED FOR CONFOHMITY TO CHAPTEH 177. PART 1, FLORiDA STATUTES a\QeU8^ " ^do:) lSae in the event an electricol meter, e!edri:::Cli I..Jpparatus, C.A,TV coble or other utilities opparatus is instolled within the a ot. and serves more than suoh Lot, the Ovmers of th(: IS served thereby sllall have an eosement for access to inspect unci lepai! of such apparatus, provided that such easement rights sh I be exercised in Q reasonable r-nonner and the Owner of the Lot enCUI"'ltE':Ted by the easement shall be reimbursed for significant physicol darT1C1~le to his Lot os (] result of su eh exercise by the Owned, s) mol< inq use eif easement( s). The extent of the foregoing easements for the laterolJnd subodl<Jcent support and for overhangs shall be that reosonobly ecessory tCl effectuate the purpose thereof, and said eosernents of ,.::ncroochrnent sholl extend to a distance of not more thon five feet, os meosureo from any point on the common boundary alon':J rJ line perpendicular to such boundory at such point. Notwithstonding the regoin!;) in n event shoil the!"e be eosement for overhongs or encroachrneld.s if the sorne is coused by wi!lful misconduct on the pad of an Ovvner, tenont C1! the Association, THOMAS L MAHONY D/\TE PROFESSIONAL SURVEYOF' AND MAPPER LICENSE NUMBER 6289 - STATE OF FLORiDA CITY OF CLEARWATER, PUBliC WORKS ADMlt~ISTR:A TION ENGINEERiNG DEFARTMENT SURVEYOR CERTiFICATE: I, Eugene T. Caudell, the undersigned Registered Land Surveyor. certificate No, 4821, hereby certify that on the _______,__ day of __.___________________' 20..__, this piat \\Vos prepared under my direction and supervision, and that permanent reference monuments have been placed as indicated hereon and that it co mplies with Chapter 177 of the Florida Stotutes and 61 G17-'6, I certify tthot this F)lot meets 011 material and composition os per Florida Stattute 177 091, DOWTOWN LOFTS, L.L,C., A FL.ORIDA LIMITED LiAElJUTY COMFlp,N'y Eugene T, Caudell, PL.S. No. 4821 E. T. Caudell, Associates. lnc. LB No. 6492 BY: ____ AS: F'R:r~T M!lME OF OWNER - ----- -.. ..----.~ -- ._.__.,"--_._~.-_... -,-- -....'-.....-._- ,._--- TYPE OR PF;;iNT W.\ME OF WITNESS 111 ';-~~''lf.,...~~''l':n'-.".om:'''',--'~ '''''''.;_'~J:f1l'7P ""':~'~;,'!.":. SIGNA TURE OF \^IlTNESS #1 SiGNATURE OF WITNESS #2 TYF'E OR PRIt'-JT NAME OF WITNESS #2 '\ E1.1~rJ~~QJ2EJ~Ii ~_ ASSOCIATES, INC. 2321 PIN OAK LANE EAST CLEAI,WA TER. fLORIDA 33'759 (727) 799-9778 SHEET 1 OF 2 il'-." "'-;...;~.~r~~:.o:"Jt~.,. '-~._;;i/J..':"";'..:L-'.__ __.'-'""--'""~_ ____.,_._ ,__.....'- _"':u_ _ ..:;. ~., "'->.' ~ .-->.-' -. -~-- - "- ~-~ . ~_ l , '~.. -i~ J- " - rt:~ BEING A REPLA T OF LOTS 10, INCLUSIVE, BLOCK 2, PINELlAS COUNTY, 1 THROUGH MRS. SAf~AH FLORIDA, AND 6, INCLUSIVE, BLOCK 2, R.J. BOOTH SUBDIVISION AS RECOr~DED IN McMULLEN'S SUBDIVISION AS RECORDED IN PLAT BO()K 1, PAGE 4'1, L.'(ING IIN SECTION 15, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PLAT BOOK 9, PAGE 22, AND LOTS 1 ALL BEING F~ECORDED IN THE PUBLIC RECORDS CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA. THr~OUGH OF I I --------'-1- I GROVE STREET ,!?O' .B /V!__(~!.~~J?J.. 60' ~i~(..<q.! TY) .-.\ (j0'9 ~0 ~ ~ 0~ ~~1j ~ -4~ ~ -_..C""""'f-" ~. S89"59' 49n[ 1f 'I r\, <: ,:;..1...1,....)<.,1 36,00 :;,6,00 20.00 203,3 we 20.3,3 20.00 ; - ~"~f. 36,00 593.71 36,00 4201 24.33 , ' 20,00 - '!-";'-.'4~', .- 2432 ,- 2000 , :-.;;, 2000 "C" .- "-' ..,. , , , .... C."', c:5 rn {;., {;., o o C) 6 C) o r'l U) o o d o o o (j) o o d :s o 0 o U1 o 6 rrl 7 f (r- c (,51 0 c; d o 0 f)-j C (') B (j) o o ,0) (,11 0 o 9 o ',.J 0 iJl 14 . ' 20.00 20,00' 2434 ~ 1 20.33 2000 20.00 20,00 q <C, o l!:: (/) (fJ Coo (/) COO is gOd d 0 017 I'll 0 0 ci q 0 0 0 o ~ 0 o-...Jo o :P> 1'11 f'll 0 0 f'1 ~ 18 19 ~ r,,"20 en "-J c; o L3 0 q ~ ~ 00 00 o vJ IN L4 (::.' q 0 (fJ ~ o ..0 9 cO 0, o ()1 q Ie:.: cl:. ~~~'o(' (c"OtO"E ~ 20 33 2.o~,~~~ ~~ ZS:,' (,fJ ~~ ;?', .L ,j )) ,1:., ro'~ I () I ,~'='~ en N90"OO'OO"E Ir, 0 ~ 1:'- ",;Z.Q~9P ~~:33 '-.1 -==0,00 20.00 GJ I !\5 Cl:: l""_._ - - N99:~,~:O~,E -- - - -.- - 41'-:;' - _NQ.0.:20'OO'E_-, 2033 ;: ~ /~ N"9"0-:')~l~'n(,\,IE :: L:_~~":::l_ Pl 15 (fJ o o ~ 16 o o '-J : :P> f'1l OJ o If) C o d o o o [01 21 23,33" r (/) ~)l 0<.0 C' ~ d o ':J:, 2 v. C ..t:> (.1) (::J o g 8p ,'n t~ l/J o o ;j o Vi o () -. .-' 5 ~ -...j ~ f'1i V> +1, ~ (/) (j) ,,.,, 0 0 coo odd cil06 CD ~ 11 o 0 0 . r [11 I- f'1 <.) (Tl <( en ;~ C!::: ~ o ..... 0 o 0 (/) (/l o 0 o q do+,- ~12d r.o o 0 (J1 " . """ f1l fT1 13 (/) o ~ q <oC> Ute:. ~ 0 q f1l V) ~ ;;.: {,O '-' . d (}1 0 +'- . o o 1 ,)1 c:c '-." (...)1 L2 36.00 (" o (Tl ~ o o (J) ~ o o en ~ o o fTl (f) o o c\ Cj 022 c~ ..._ o q() I'll ,~ o 5'.9C '1:'i:IlV.'-""'" .'-"-"J?'" ..~~~~~_' "-J ~, CO IN OJ ,0 I- iY" () ;...r: <( 'Q 0::: C't- (f) I~ 4: > {\., '- (Jl '.0 vJ CD3 r.., (.") ("J f'1l Pi 4 .~! Ci Ul ,to. TRACT A f'l LI (..1"; --, o -...J In 36.00 36,00 36.00 .2C :'3 '.I' o o d t; o () (T, o [11 ',C GJ -...j r-.) <j :......'f-, 2000 2033 10,( 20.33 20,00 ~~...".. ..... -W~_~"'o;:. -'''''<".';.':.\.-~-:r$":'-;; N90'OO'OO"E N90'OO'00"E en (,) OJ ~ (Xl <.0 z: o o . ..""' 590 '00 'GO "[ ,)1 f>. c:' (..11 ,.;; c~ r,,< INGRESS / Ec':;;?ESS. O/?AINAC..E" U17L1Tr' AND PEOlST"RIAN EA!JTMENT I I I I (, .,...-. ~ ,: . , i I I I I I I l ~::J I "-:\ f'..: , C'\, h ", 10) Ilrj L"} I" I, I I , ~j ~'4 I :::J I ~ ~, C) txl , I I I 2t69~~OO'Q~6W33' 10~"~'2~j~QO'Oi6:60 "1 u) (D C J <;j: I') ;<) CO 00 1""; ~ 0 0 (J) m <.0 -..t .q: 1"") ,..-) . <.0 t.O W i.O <0 Lu Lw WI--W W " :8:36'8 35 ~o= ~ }5:34~ u=)o () ~o 0 P pop p 8 8 g 8 8 z z z z z ?; " cr: 20.00 ;\9()"DO ,..- , uJI Z' L1J > <( o ~ o 0J ~ .. ~-- .. . CQ ./ / ,r- ~-:(._' -,,~- ..... ~?!(!::~!) _ _ -- -"f=,~:'~)-'" ;') _/ .J ~~~ '''", <.",.1 c,.. o IZ LLJ :-.) Z W :.'> '<:{ " '.-,...,' .",--- ,/- '\I,9C: ~()O 1,_- /1 .21 '-. ..,-, -- '~ - .-' ._- "--I I I ! ' I I I"~ 10; INGRESS / EGR{~ ORAINAC.-;E, UT7L1TY AND PEOE:Sf1?/AN EASE:MEN T 6 [::T"EN r DWlCA 7C~::~+ S- y' TLI/~ P' A T f-/)R :1'.. , rr,...... L , 1.-1 l"-C' E..~ ",,-, TRV' t-AsrucN'~ '> Lt v, . " _ cme ! " ,,; ':..; I :~; .:') RECREA nON EASEMENT '1: 1-- C)l o rnl ~'-l.: Q:.~ '. <"-1: ,24, _.9() 20.00 o w p 0 o ~ Oeo z C>? o o ~ -3 z LA ~l, o ('~ W l() u..i 4 0 '0. ".. '0 , 0 0 '0 39 ~':::J '.0 P P ~- o a 0 o a LlJ z Z 36, S90'OO '00 "VI' ,If ,/\<9(;- ~(){) t!, 9~~l~i~O:00' Od"E S'90'OO'OO ,1,JU "4 Ss.)"" "" 203;'3:"': I N r;;-- - - - N90'00'oo.i - -- -- - - - - - -- - ;9-0:0-0'00"E ' ~ I ()1 ~ I~ c26:oo""20:33"'~ THACT D 2000 ",' ;'20.00 :; :~. ~ ~= ~', ." '""" "- , :""',JJ N 9 0'0. 0' 00" E 00,,'. I ~...',' C:', N'9n~(l0'6 (>:, , , '- ,~-..... ,J ...' . \- (.0 c~ ? ~ 2000 LJJ ,33 20 00 r-" I" '-.,! C) ;,::! !-::-=. o Xl If:i 0 L'" ,-...." OJ Ci ,,) Z " -~,r~ cc -:) . ~ (..r-t ;::. () ;:' , ' 1./ I '{ . (.~ o:'J /,~';f(, .; , , )1 I ' I 1 o p (:~ ~. ; ~! 38 37 31 ,.) ..q- ()', '<I' 30 o ~l J,j29,w i' l..,l..,.o' ~ ~':) '0 Co .9 . 0 o c o ,,..I c',,, 0 ..' a o '7 Z <- a T"- N r-'J o " o r-'} o 0 T"- 0:) C'l co ~ l.':',. ft I~ ~ er:: w I t- ::J _.....J /'oJ U1 (Jl l...-, t.r, t\1 :;J;J ; i 7 02 ~ -- ,,- --. -- -,. -- - - -,'- ~'r ." 'f ""_;'0' '^' TRACT F ~ 20:33 20.00 N W en I"'! N90YJO'OO 20,00 I.!... z 0':: r.... If\ C" 2000 20,33 t.,J C) o u) o "<t co toj('j o ..q- 00 '\j c' o lei N (', [1) " .\i9() 7:" 1'::... C C'J 'J) f'... '1' 1'" n CO I::.) o n ;J; <5 1._6 z C 1O f"- W \ I- u' Lb <( a::: (~ I';''' a:.~ if) t.n 'D '.~1 ,.;t C~ 45 w~ u 4'49,d43<~ " ~ f"~ ~~' o o o z tt12 ~: 't __ L; o o C"~ 9 ,~ L7 g i-2 z Ii) w OJ ~ 41 g o 9 o o z ;':"~~~""'~~'~U4'" ,'-~.'\ 56,0(\ 36.00 _...~~~,~~~ ~ [. 1":, 0Cl t"J co r.f) ro c'~ [.,.... 36,00 20.5,) 20.00 20,00 20,33 u. . 0 33: ~ O..q- C C c 2: 20.00 32 lJJ '0 Of"- ^ V- a ' o (J) o -<t- o Z 28 "<t "<t .w27.w '0 '0 o 0 24 ('~ 0 r,) 3 co ,0 C o 9 o o z 1"", iX. ~D I- 3U li..' <( <;' C!::: l.. l- e, Cf C, en c. zen -...J \_) l~""". I..L, ("I P o o z 26b o 'b o o o z N W co .. 258 - 0 p o o z 100 z f--- \cr:: 4: :2 _-. '':-: :'_fi.... _ '^l}:.-L'f;Z .~.u_~"_~_ 'l'- .-'.-,- ~. #_. _.,."'~ ":'-_'C'_"r"'-"'-"~" ""'._"-,._"-.- u 36.00 20.GO o o 0 o (::) o 0 S:-cz ~' u' z I 20,33 20.00 20,00 20,00 2433 j -.. """"""', .--~-, tf' 24,3.3 20.00 ~~(l,OC ~~,,:.:m::i:~Ll12l;,~~4iWo.~~,,~,"';J,~,. "'bJ 2'lf,.OO 10.0 v 36,00 20.00 594,135 2433 589.561 41 ~)W ;'1/ :.; C I, :: C'O'y i/E Y'[ D'O ;c fll:' C! T ( OF C1. [~l? /}:A 7[F( )P;';'f:R 0 e. BOOK 4138, FA GE ! 16 '-_AURA, STHEET -"~-'---"-T''''''--- .- 60 R/W '.'u'l PLAT NOT/\'nONS: J JJ .~ I 'i \ ~~ _/ \" I.; J; ;;~' -" .'....,'..'...'.. .' ,;r ~ ~,. ) ,. J 1 \ / } '''r./ I ~i~ ~ ~. ~ I'" LEGEND: hie fice If-I p.j~ i~, I?E(,)FWEC i~-.J iTS GR!~;::HI FCJ<:M, 1.S THE OFTICIAL DEPICTION OF THE ~,L.iF;DhiIDE[) u\r-.iD~) Lr:<:f~;IH[c) HEREiN ,L\N[! Will, 11\1 NO CIRCUMSTANCES BE SUPPLANTE.D Ii\) Ai)THOR!Tl F,', ANY ()THEF GRAPHIC OF' DICiT!'! FC1RM or:' THE PLAT THERE M,A'( BE ':1 [;[iITiONAL TR!Cf!ONS llP,' IJ<'E \JOT i~EI_'(JRDED ON THIS PLA,T THAT MA,( BE FOUND if, THE ?UE',uC !~ECC!RDS Cli' THI~ COUNP u-.! (; r:O()TN/.,TEP ANC GA::: MAIN EASEMENT LYING FWE (5) FEET ON EACH SIDE \Vt':. .:\r\jL~: GAS MI\INS [)p Tel AND INCu)DING r1YDRi~NTS p.,!\JD METERS. EXCEPT WHERE ',-4 t,4j\l\i~ 1\1') F;l::LATED vVpTEF: ;'-\;\lL; CA,S FACil.!TIES Mi" LiE UNDER STRUCTURES ,)0 60 LOT CORNERS -. 1/2" IRON ROD OR pk N;\IL & CAP (PlS 4821) UNLESS OTf-lERWISE I\lOTED R/W - RIGHT OF WAY P.O.B. - POiNT OF 8EGINNING PlS - PROFESSIONAL LAND :,URVEYOR PSM - PROFESSIONAL SURVE'(OR & MAPPER O.R. - OFFICIAL RECORDS (NR) - NON-RADIAL liNE BEARINGS ARE REFERENCED TO: THE EAST R/W LINE OF BOOTH AVENUE BEING ASSUMED AT NOO'10'03"W. r------.--..--":-.-.... 'I ,........-.-- .. LINE T,I\81I_E I ~r~ L~1g.gg.~g:~-~:l~t~11'1 ~-U'-'---n96-00' 00 ..\~~~---~tfoi--'-i t L4 -'-~'06'OO"E- j~()6 . 'j 'L5 S90'OO'OO"W . 4:1.7- . 1. L6 N90'00'00HE 4,00---j - L7 N90'00'6~---4.c)O--j I-- L8 N90'00'OO"E---4:00'" '''1 L_______,__ .....,_,_._, ".J o DENOTES 4"x 41> PERMI~NENT i;;EFERENCE MONUMENT (PRM 4821) UNLESS OTHERWiSE NOTED. (.,.. PiJ.l, liED UTIL!T'( [!\,)EtvlE.NTS ';H/:"l.L F'ROViDE THAT (H EASEMENTS SHALL ,ALSO BE ['\:J[!V\[NT:;, F OR' THE CihiSTF<?UC Ti)N, !NSL\LLA TION ~,;AINTEi\JANCE, AND OPER A TION OF 4.!3,..:: TELEViSION SERVI( pr:::>c HOW'EFVEFi. NO SUCH CONSTRUCTION, INSTALLA,TION, 'V'f\iNT[f\j AND ,)f:'[F;'fATiON Of:' rf\f3LE TELEVISION SEJ;;VICES SHALL INTERFERE WiTH THE j'/o"JUTILS AND SERviCES OF AI\! TELEPHONE, OR OTHER PUBliC UTILITY, !t'J 'THE. ['/ENT ,t.. '>,81.[ TU..[,/ISiON COMPANY ['4MAGES THE FACiLITIES OF A PUBLIC UTiLITY, i 5Hl,LL BE m~~;PONSIBLF FOR THE DAMAGES THIS SECTiON SHALL NOT APPLY T~j THeSE PRIVA,TE [J\SE~vI[t\in.; GRANTED TO OR BY A PARTICULAR eLECTRIC, TELEPHONE, p CS' (}THER PUBUC UTiliTY SUCH CONSTRUCTION, iNSTALLATION, MAINTENANCE, AI\j!D ~~P[Fi'ATinr-.J ;:;H,L\U. C(JtvlPl Y WiTH THE NATIONAL ELECTRICAL SAFEr/ CODE AS ADOPTED , THE ITOf~![)/j F)UBUC '3ER\/ICE COlvHliiSIC'N GRAPHIC SCALE , ':f~ ','.'--;ji!';i"''''.' '~~_W,U".'''' ""li'0'nt'~"c'Iel":mP "'~ '':'''jI,<;<'-;;:r--.:.r~~-ID''''"'::''--J:__''1'''';lI'"''''~~':.~-' SHEET 2 OF 2 ~I. ~lo~~F.-Eff.1 l2321 PIN OAK LANE EAST I CLEARWA TF.R. FLORiDA .3375.,91 (727) 799-"977~_ __" ,. j Hf~PFl:' CFEATED ,"ro.J i~\GRE:::S AND EGRESS EASEMENT FOR FIRE AND EMERGENCY ;:\iBUC ()F1~iCi UTiL.,rY:,)MP;\N!ES, AND THE CITY OF CLEARWATER, FOR "i(I~J :;U(/IC[':; I~ND ;)TiLJTv ~}/l,ii'rn:Np,!\!C[ OVER AND ACROSS A,LL PAVED SURFM:::ES. ( IN FEET ) 1 inch ,= 30 ft .__'';_'.'''{"''"'-'Y-'''_''~~~'''''"'-~'.'''~'''~.!j;;t'.:\""'r~c"""I('::"'lI-P'r:-:WJ"-""'l!$;;,Wl;-'"' ~~.\iIt~~iV'_;.""~~M___~~~"~~?~"",,",,,,,.M;',~..~~-;;.:.;..:~,=,:';;"~~:~~~lf:::t:..:::::.:.:.~:::5':~-=-:.'::.:.:~:!::',:,,::~r.:.!E'::::::_:=:':_"":}'!":':'::'~ ..,.-.'- .,<!" ..fl,""'."-' ._""~~"".~':i'""',..,.. ._,";"'..,~'"."",,--" r ."".p-..,,----- --'---!.!;"\"..,,!,, .'-':'" .,"~"'-. ~---,,-_..~-,.- '--' -.~-.~~'!!":~" - ---.-- -,. - ~_. ...- ."- .- . ~.~,_ ''1'"--."" ..., , . ________ (uv_} , I 1 \ ( ".1 j / OJ o o -\ r. l> < m z c m kX>< KX>< ~v" V <93 KY >< >< >< N< % ~ b<.><0- << KtY K~ ~ ~ <93 ><2<x >< >< >< >< >< ~ ~ ~)( x)< 0.fX~ xx ~x. ~~ ~ kX>9<>< ~'X'X ~~ XX X ~ )( X ~'v o (X xx X)('X"5T'J2.~ xxxxxx~ ~\ ~ \; 'r".------.-'- , r......-.,~~~..,..,l[!E~ .. .. ~.. ,I.'.' . . ,I . . . , " ~.....~~""=-'!-!-i-.. .. 7. /1-1 I ~..-:-7~;'j cr ~~ STREET 60. R/W . LAURA _.-..- of -... . ,,- -:; .\ ....-~T ~ .... ..-+-.._..-....... ~ ..+\ /.~ + \ QTY CODE COI"MJN NAME BOT Al'<<:Al NAME SIZE . 5PACNG 2? /' . , . . . . . , . .,..:... -' " . . , , ',' . . . .1 t , .. /~ - .. ":)OD n ()RI1 A!-1 LO -- --- 42 Ll W '''1' --- ~- --.. 3 nc, ! .. .. .. .. .. of of . of .. ., of 1. . ~ .............. of .. .. .. .. .. .. of .. .. of \ .. ... .... of .. j ,. *' ....... ..--' .... _ _ _ ..' ...... "'- -'1 _of ..... , I \ LIVE 0AK ... --- U:;US 1 RU~l 1 RU:S ~. ---- --- --. SABAI, PAll-j - . ---. -~ - -. i1AC,NOIIA - l"1INIMA JASMINf QLJERCUS V1RGNlAUS _.. __ _. _. __ u __ _ . _ _ _ ". u_ ,LK;US lRUM LUCIj)LJI1 , , .,., _., 5' X 5' ?' CAI SABAt. PAJJ1ET10 I --Ia~'~'_. ------- -.. --------~_.--- ---- -- - -....... ------ --- 11AGNOIJA GRANDlFl ORA I 10' HIGH, 2 1/2" CAI D.o. BLANCHARL' . 70,", --vo~. 'o~Il_V[-)lJR~I:'_~~,~- ,.._J.-~~UR.N~ ODORI]'J2"'lI'1lJM-- -, - 'fIB" 24":j~^I~l,;)N,';; U( 005 V /\ V ARIEC,A 1 r I) ARBORK::Ol.A SCf1EFFLERA ARBORICOI A IB", j GALl ON, 3' II ( ,- 1._ .-- - -- . - _ __ ., J.~~flIL '_ _ _ _ '_. ,_, , _ Z}O ,II' __ J()~EI'r ) ALUM ~ _ _ ,__., Y)ROPE2A~LJM. c,Ji~ESI,,_ ~, :3 ~~.L....Of1,:'>C)"?C, , '-'4 HI IIJ~SClI:, HI~SOJS ROSE SNEI~SI(, 15" ::'-1" 3 GALLON, J' lJ.e , I 7W 11-1 111NII1A .IN)I'1II~1 1 RAOi!:.LOSPf:.RMJ/'l 12' RLJI~NER,), IGAl.! 011, ' ASIA TICU1 MNI"JA 7' o.c. I - -- -_ ,_ __ 'uU . __ _,,_ _, _ ____.. _ , . ___ _ __.,...., _ _ _ ., ,." j ,2.B~) ,::.J~D_ I-I ~IRll AM (,RA~c) , u ___ _ FI,~Rll ~1 . _ ." _ __., j 10' IK"e~2 V?" (AI . GROVE STREET LAURA STREET 'J \ \ { 'I; /-:~ (C;~ \ -. -::--. " Ciient: LJOWNfC)WN L-Off5 Street: 100 N, M~K, JR, A Vf f own: C~fARW A ffR --------- ----- - -- -- ~ _____ __ .n _ __ __ _ ___ .___ _ Contact: [?Uf~fR5 NUR5fRY --- _ --- ---. D eslC1ner: RON ~f~K,O JR Phone # 744-0447 '- -, - . ,- ~dltor: CHARL.f5 [?UfLE~ ..1 __ -'" ''''-.''-' ~ :--~--;-:-: -.-;-;7' ..' ~'-.. . , " '-';. " . .: ~ ' , \ "I~)LJ~ ' ; .... ,.< \ \ \ f 'f' ~ i ~ '1 \ , I ~ of "'''+7+ jIr ~ T'""" ~~, . ~.. .. ..'.. ,,( ....... <1-.'.. /.. .~ ~.'t .. oj). .. ~ it +-+,!.: t..:' i~,....._ ~~ +~ :': ~..: ~ .. .t:...... :I'1+.j .. :l~ ".. , -'.- -, -- -" Scale: I" """ 20' ------- --.--- Date: 10/24/05 - - .. - -~~ Plan #- ,. NOV 0 4 200j J i ;, "'/ If I I ! I I: , I 1 I I i I I I I \ I I i 111 1/1 ) I Vii ) \ ",' i 1'1.: ! \ ''1)1) , ::::0 "-.. ~ < )> ::::0 if1 (j) II ~ co ~ 2_..... I 61'-11" 2. I- I ~ 1 6\'-6' 1 ~ ~ 2--..1. w-r 2..~. ~ t:" 5 ~ A_""" f 2. ? ...~y 1 /-t 1. 5 r ~ 4- J I T ~ r 6I'-1ll' ,~ --,......."" lw-r 66'-4' , _~ r ",.-4" 'l. 1 113'.... 1 U'-6" I ; 63'-1!' +- 3 I 64'-6" - 2. I _~ I ....J __ I _ '2.. I 1"- I _ I - _"- I - ~'"o - I - - - - -"-- D~~ ~DD ""~lJQ DDDDDD:Jln _ DD~_ DnnS I I pnD _~DD '- on:DDDDDD 912:"- DD~ ,~~D _DD~,Ci I ~nD ,-~DD _DD~,~nD ~DD~:.:~ []~~.D 0 - i ~DDD,DDD_ i - D ]DM~ DD~~ ~~DD ~ @DQ. 0 ~ ~:_DDD DPD,"" "i - ~ D~~ D~DD tDD~ .?- ~DD ~D~ ,DD@ ~ ~ ~DD.. QDM":'-L ~ ~ (0 l ~ ~ 4 t 1. LAURA ST. ELEVATION f i 4 3 4- L c;, .3 G 2.. CD L 5 & 3 w-r (j, ~ w-r ~_2. OOD ;~ ~MDD I f" I 2-\!J ~ - - Drn - DDD - DDD Drn - G D DD <: - 2... I 4' - -=-.. _ (, - ~ :.-~ ........ DD~~D~r:lD .QDrlD DO~~ ...~Dq I' ' I I I I I I I S"c, CO 4 4- i& 2-~.3 - - U'.:!.. I -I' <0 ,. ., ,,- -= ALL T~MS U O)l.Qrt~~ (, f_ 7...., - ~ ~ 5 w_~ k 4 ~ ~ '> ~ &~ ro.... '1 1ilI'-r 2.. -+ IilI'-tl' I ""'-I' ',I ~'''Z 63'-6" 1 sao-r 1 3 t w-r .L _ 'Z. 64'.... - - - - - - I -..J '_"-, - _ I "- I w-r <<I- ~ Dn~s ,~DD _ DD~ _ Dn~L I _~ E.DD _ Dn~ I ~DD ;;]Q~ 0 DO DD 0 -=Ilni _ DD~ Drns I I 5nnD _ ~DD '- ~Il~ 0 DD DD 0 EUtt DDD ~ D~ ~ ~ (p DD:~~~DD: ~D~~ DD15~ r:-MDq O~~D~~Dq, ]-~ _DDD,DDD_ @-D _gD@~ DD~~ ~iDD ~@Dg~ D-~ ~DDD,DDD..~-~ DD~! DD~:~ (j, ? ].. of- 4- 1 1- .3 5 (i, 2.!J 4- GROVE ST. ELEVATION 4- i ~ 5 ~ 2.. 5 3 ~ . .... [] ~ DD 311'-i WOW I 4 "- AU. jJlM~ 6 ~ 11.....J ~ "'I'J'-P' ~ 2- - ~ ODD nnD '000-3 6 "- ___ ~ .......... ~ ~ DDIDD~(!jDD P[~_ I I' I I L ~ 5 3 'L 1iI'-4" I-- ~ -.J OOt \v~~ 100: I i j "- DDD I- 'I U'-r ..!!!!::.- I - - -~4- 2- . ar-6" 0 000 0 0 ~ C; SIG-tJ 3 -4 ,/ ,~-.,. ~ ~ (, -- + - ~ 0, DDD,.J IlL ~'=' J I .3 2.. (p ~ , ~ I' G , . ~ 73'-3' / (0 , I ~,./ (j ~ ~ ~ el~1Il!'-4' sv-r 2. 151'-4' I ~~ f I ,- ~ G .",-7 . /L_ r 6S'~ ~ 2.. I ~ .......... 59'-i" - ->- 4- S" o 0 0 02. 0 D ~ _ --' [", ...:~ C; ~ .} EO ~ ... 0 t., DDD ,0 ~ , 4- 2- 3 '5 o 0 0 0 19 0 0 -3 ~ ,}5 ~ 0, "DDD, i 0, "" 0 : I o 05 (i,~ [~/ o --' ~~, J1, ~~ , 4- t; . 2.. o ~ _-6' 5 r; ,0'" '. I 3 - 000 (P x DDD . 2. BOOTH ST. ELEVATION . 3 i 5 MARTIN LUTHER KING AVE. ELEVATION SCALE: 1 "==20' DURON COLORS: WINDOWS: [If AVA1L".BL-E - COWl' NO, (p J EXTERIOR: ALUMINUM GLASS: CLEAR COVERED PARKING: FENCING: SIGNAGE BALCONIES: 1 C PALESTSUNSET-7281W 2 CJ CANDLEGLOW -728ZW 3 L POM POM ORANGE-7294 v,; Wi\~ 4 ", > GOLDEN POPPY-7335D ,.... ~;J I \,. I RAILING: 4" CONCRETE BLOCKS COVERED WITH STUCCO, PAINT: THE SAME AS THE COLOR OF THE BUILDING IT A TT ACHED TO ~ , ..~ " I ~D o D - . . ".,/' ~." ""d.:::;''': ~ (~~f~ I v:. " ( " J, - 'P: .. --- ~ , ~~ l , ~ :l ;I, ,:.: f\ 2.2'X5,5' X 2 SIGNS A T THE 2 SIDE ELEV A TIONS 5 CAJUN SPICE-7855D '~I'~~ Jhll ~ - ,,,. l ,''iF III I 'Jt., ~ 1 ~ J ~ ~', l',' "i' 'f'< ~U;~..,<~~~~ c./U _ G"v <up-> 423 CLEVELAND STREEl CLEARWATER FL 337\5 PHONE,721-441-SS1! FAX,727,44/,0979 SITE-PDNE/FAX,727-44/-2794 WWW,THEDOWNTOWNLDFTS,COH EHAIL'CLEARWATERVILLAGE~HOTHAIL,COH -t: , - ".. i-" " 'iiI' 6 BAY BRIDGE-8575D THIS OR SIMILAR i- ^LOM\NVMlo~ s'''''LArt- NEUTAAL COLolt-sAME. },,5, FENCE THIS OR SIMILAR ~ ~LVM'NVM/o(2. 5Jf'.tlLAJl- NflJTIUL COLatt-SAl1t As ""~14b THIS OR SIMILAR THIS OR SIMILAR I DES!GNED BY, DALIT BAR I DECEMBER,2003 I o ...m~m"lm r"; ~ -5 ~003 lill PI.At~NING & DEVElOPMENT SIJ()j CIN OF CLEARWATER "'... & (0 5 L~ i:'/'D"!'~ ")'Dr}'[]:l'~;! :t.,!.. I \' ! ",3) 1'- ~ ,~~:>"~F!~?t.:;'~--,, \:I ~ ,.~" ,.,.. .' -.n~ ,'C" lII'ri' E~I""""".. ,~..' '0,;"'" j',,' I~:,"M,." r = ~ ,'0':; 2 _1 , - !II 61''''''_ l. 61'-11" [][JD Drlrl ~ ~ ~. , .t7"i\ ....... - lIIIl , .[][]~~JI ,,) i .'. ",,;,..*, """'l"!l". .1-.1. ' [J [] i>" ," '''0 4 ~2 -1' 3 73'-7' (p 5 1. 1 l!lo 1lI'-r} '- "'.... I '. ..... J " tF C '. 'd;D'~~':':' r ,. ',1. Drlrl f, I 51 I' ~ qDID DD[J ~;.(',,,. .. j' " \ ~ .,~~, ';i'itC""T ].. ~ t ';, ~I~,' o ~ Of' . []:'" , &~ti;' j t' :& f)'~!" ~. f' t ~""'~'; .~",!.~~_,:;~:,;.' , r""'..':'.:i'~:l,.~NJtr:i>:':1-rJ'~~ >< , <0 4- 1 ~''''-'-):'lf-.<'_~V\.-~. , ,":'-..".~-,"; ,;;.><-':...- 4 ~ n-a- " L I 4- 61'''' ~,jJt~U}i~~'i'i J:C ~ [] [] [] :~(~:::, 37'4 ,'<...;"", .,... ",,~~-__:;"'- lJ--,',,'""r4<1F!~-'-.i:i"(,;;;'" ,::;;,.',"'.- ,~,;"~_ ~_-:'4If..,~,""-"<- .{,;:,..., .~'l'",u "'Ol' . .2 :3 :13'-5' - G,... 5 ~ . D[]IJ:,": ~~"[J"";'" " , ,"_:"'." i-f.:,'-:- ; ;._' ~'e ' : ", "co .,"'.' ". ~'.., l~';'" (lit'':, ~.'i;'\, ~ ~':'r', ;,~: - . " i"l:]" 'IJ" );~ ~tJ ; ::~_~t. ., .1:t: ,~>~ " .,.'" .....' lII'-l!l'. ~tr;::i.~';.!"t' ';';j~~~ URA ST. ELEVATION 11I'-1' (9 (, fi1'-7' n'-r G7 '5 ........ :5 II'-r -r " ;-..'- IJD[] C9 ~ '. "D ~ -d'[]f , {r.~6i~' , -- . ' ".. ";'; .1 ,J ( "lJ ',.. 1~ ..,'?!Z~f~~!1~; "~~~1 _~._ ';;;;i':!~>'l,;yti~ll,~~~j 1 .4 ':;J,(;:~:~~~ '/'i ,,,.r~ - ---"----. ~ W-7' 2.. ,,' \ ALL TJZJMS-CDLOt2. tlO. (9 ~, " '.' J G n..... (0 2> ~7' ~~". 2 U'-ID' J r - 5 4 II!!l 64'.... ~~~;1~i"J'.~'..;;;,; ':;;~\ 63'-1' D'.' ...D.........'..'..'~..:. ) : Ii :( -):. ~ ,1'1' " -r~ Ie. [J'.' [J" [J'." f\. r t~ '" .- . j"; ~_ _: ,:f{ lid ,"' ,11, ~ flln"{ "'. 'lnw.n{~) 1R~"'" , ",""'*" .."ll - r-'~:;.: . -~%;~;}f~tvft" f""'.' ,~~1l;',:.:i;,~;1i~'\ ' 2. .3 .I......L ',"0,;; D r.5: [J" [0' , I~..I"...'.; ; ~., ,.' !'.j 1lT..-f"ilti".!' , [J".t.. , , ~ f. f '{!ff~._i:'l}:.;;;f(~~~:ff~:,.. . 0'f"';;~~F,), ;~~iti!:"~~~f)t ~-;.~;::{~;C1"~: ',' -,r*-'~:.r ~.~~'f.."_'floF. 'I", ~#''7 :.'~.-. .~ ~,I--;i~.;,lf.,~~fi'~ ~~ I 3 ro 4r " ~ 73'-3' + 5 j -- 1m - I' :;, - t'."';'1~:,::.r> ,l/ '1[;'\ ..>Y$t 2..rw"'~i' '. :.' ""J~,;}iJl: 51GN 1 ~};:{ 'T ~; . ., f~:~: m:m .J . _..-...:<< '. " ... c' ., '.'.. ",,> -.. ~_"" '" ,U' ;0"''''- __.'li."~.,... J~__-<->>;",'~'.$'<<;-l!I''\t"''_!.'' J 7- 5 .,-4 - NlTeH ,. ;;;.. - b N(![/1 , ,$ ;~,..,'. MARTIN LUTHER KING AVE. ELEVATION DURON COLORS: 1 C PALEST SUNSET-7281W 2 ~l CANDLEGLOW-728ZW 3 [~ POM POM ORANGE-7294 4 It. ,:rcr'.~ I GOLDEN POppy - 7335D 5 CAJUN SPICE-7855D 6 BAY BRIDGE-8575D h\)110 Iflb v'V( p;lf;jZ/( ftL ~ ~ 6Df Wi f){(((G[ ~ ~ STIA {(,Q -----_.,---- rvl e /cpn / '1 LL H7>( prf/'~ rj: (;7 , / ' , WINDOWS: [IF AVA\LABJ.E.: C.OLOR No. G] EXTERIOR: ALUMINUM GLASS: CLEAR o "i"[]il ~D I .. ,;~;,' ~ . ~ 31'. ':.,~j"",:~j:;~~""J": ~ ',", .:,-_> "'.'\\'c \,."~.l1" ,>"'L<'_'."'~_,.-' "",_"..~,""~'~- ,.~~r~. ... ,,:.-~';::r -.p-,,' ::>' - GROVE ST. ELEVATION 3 f j 4- 5 53'.... , ,", 5" \ '.'d (j','~ 61'4 "~-\~#f.;"'~"-llt-jl:l~jt;!,:,:",)~ ~ ,w,,,,,,~,' 5" .... SCALE: 1 "==20' COVERED PARKING: """-"i -~~~/ ,~ ::: './'-'~~ ..~~~~. .;,' ~.f'"""' IViJ~?~!;; I "'" ~~.:." ~ r {. I ~~ ""m ',,~ ".. ItJJi L ;;,1\ . l' .,.... i'~ .. , " 'CA ~ '.. ...:. \1F' ~~~- ';'/1,,: ~ , "'- , '>~; ~.~. ,~ " 'll>. *ALIJMIMJM/OP. sIMU.A1l.. - NE.llTRAL COLOR. - SAME. AS f E NeE THIS OR SIMIL,AR THIS OR SIMILAR \, n'-9' & ro 4 6I'~~J '.'h."" ~-2'~3 . ,"~;;"~';~I~,:"I':~H :' ;::"~:. Xi'::::"l':::.,. ~ - ~. 0 f [] ID)JQ;i.,:,~ i ' [} .:;1; J",:L:lt}."; . .... ~ ~:,;~J~l~;!~! ~'~ 1~~;;r'.:;':.,.\ .. ;,Jt&":':';.~7C ",~);."to;i~>>~t~' "'"" (0 - ~ ~... :7 .....oE~ J ";,c',,:i',"C"" ;,"'3' .eI"..;". I-' v Ii 6" ~ 4 61'.... -:c '.~ ." ,:,..<',:' .." ,...':: ;,,; ';",,,,," .In U , ,.-\~ : ~{ .. , ~ G "'~" ':';'~ "'''7', 1- J~ e 4-- '.. :r-r I "";'. '".,.. ',' " 0," \r;:i::'~}'[]? . "'13' ....'" '.. ';;",/~tC'[]IF~,,;..... f- :3 1-';! ",' : "x~ ; 'I~ :'~ ..::~.~ -' ~ 'i.~ ; 'IX'.'. .', ! "<': :/, ,::'. :.' ,,,,;;,,<,;~ ",;..;,< , ;'}\:' ',iA:; >t,,,, ? ~ Di []r f1 \'i!liJ':i f'jJ .' j U ~~ L , ',. .' ILJ If;::!?;)t~F;;1' G,- 5 .; '';__..~'::''r;;<;','''''rf.' r"-~ ...~'\li~.... ~~""",,~it;;t>:~_~.h-$."....-~<;ii!"7/,'-,-,! ;.. J 2.. FENCING: 7' I , , ,...; ,r " ( J~ " '::!J ' ) ',' ..~ I: t\.., ~~, 'l ';x, . ALUMINUM - Nf.t1TRAL COlOR- THIS OR SIMILAR ----.----..- -- ~..)." \ , '\. . "'.. ,,\),y \ l ~i. ~ r ,j \J I, , \ , " , , '., \J \!'-\(; \t (', \ (\ ,i' \ ,1"1~' 'i ',.J ....\ \ / 5" c, "-3'\ c;, 5 69'-1' (, W-7' p. w-t' , ,\ w-r 611'-1D' w-r 2. ...... z. - ~ []r 1rI1fl.' ;t lUlU ! (1. ", )., rl n:' [J' . ',I i " ;" ,lP r ~7' ~~~r;, SI'-' t ,i '. 1I......'.,.>l."..,..,. .f t "I',' '-'''''!... .. . [J[]~ .~ I ~ ~ ~. [J'.(' .,..'... IJ ;' f' :f l. f .l~,t:. 1_ J-J, I] ca. [Jt' [J.:N ft. ,. I. .... i;~ i I . ";f::i1:" '~'. ~.: .1 3 1f1[J""" ,l ILJ ~~ ; .,.. i ,', 4';~~~l't"';i i '\$~1.':7:"'1 '11 's!~Jt;~ 2. 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ELEVATION .3 z 5 ~ - ;'4ET.AL.. cA f\,\OP,< ~lrOl~LO~-6 " ==1 " tiP SIGNAGE BALCONIES: ~D- o D RAILING: 4" CONCRETE BLOCKS COVERED WITH STUCCO. PAINT: THE SAME AS THE COLOR OF THE BUILDING IT A TT ACHED TO I - L 2.2'X5.5' X 2 SIGNS A T THE 2 SIDE ELEV A TIONS ~~~~~~ <u~ 423 CLEVELAND STREET CLEARIl/ATER FL 33755 PHDNE, 721.44 1 .55 7' FAX, 727.44'. &979 S J TE .PDNE IFAX, 121.44 9.279 4 WWW.lHEDDIl/NiOWNLOFTS.COM EMAIL.CLEARWATERVILLAGE~HOTMAIL.COM THIS OR SIMILAR I DESIGNED BY, DALIT BAR. I DECEMBER.,2003 I 0, ~~ow~ rm r "D'E~ ;5 2003 ill) Ft.Ai\lNING & DEVELOPMENT tJvC~ CllY OF Ct.EARWAT'EA .'~"'" '", .-".,,,,..~.., ~ .".."......., ""..~. . 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ON't ~NOIS~K3enS S,NJl1J1t1O.'i H'tMi'S 'S~Vi OPtS 30 '(: ~~)O'la'Q ~ (iNV '6 '9 I L '9 S10'l JO 133J 0 ~ HiOOS 3Hl 1d30X3 ONV 5531 :VQtOO1J 'AINOOO SV113Nld 30 StJ?;jO:)3~ onand · L., 30'1 d · L >1008 1 't'1d Nt Q3(3'd9Q3~ sv .:J03efl}U 1 V1d ~H1 01 tJNIQOOOOV 'NOISIA!Oans 9.N3Tlf1rtO~ HV~VS '$~Vi 'l >10019 '3AISfll::)Nf OL HOno~H1 L 5101 ONV :V<JIOO1J 'A!NOOO SV'113Ntd d() S(J~jO03~ ~)nand 'Z~ ',' ,,8 .LVld Nt CJda~3~ SV J03>J3Hl 1 V1d 3Hl 01 ~NfC)jOOOV IAi<J8frS J.uooa 'r~~~ '(1; >tOO~la t3l\lSfl10NI '9 Hf)OO~H1 L S101 :N0t1dl~S30 c..~cJt , I t I I )i.,fl~.U o ',j'/I r r~(i, ~ 'r,t 6V ~'~ -Y6' 9~L 30Vd '9~~i* >tOO~ O~fO ~3d ~NDNl M/}j' ,0 L Jf.(J- o UI ~~g7 ~d J~ l;:) l~ , \.G~ J .107 ,.t ~ll ~ d, 001 ~.~ -----.-4~ - .~~ 1.0 -~ ^3I\~ns . ^~VONf108 'Ny t J ~ r !~ ~ it Jr 1 ~I il ... ~I II 'I' ,,1,,1, 0 \: . ~w ~ :J .... Z .,,\: w> r.;6 IIi <( gOt';'] g'f \' :1: dn 18 m . }. . o,m /At .o~ (1, ; o~ "'"" -v~ ' . ( i ,! r',~6 I ~'t- I -- - "1-:- ~, f),' I ! "0' 6(,. i I I I I \lr,l\'!,: ::... I< ~ ~ ~ & :$ gila.:: "" .3 ANi 90 cf: '"' dtJ.1. lI?ONV:n::J A 8V1INII$' I~ l~ l~ I 6"'~ )... tJ:: ~ ~ Vi ~ 1.6B;: :.:: .1 ANI 61 'er ,.. dOl .1.110"1"37:) )..!if/i./NVS . I/;) ~ I I I j I I j I I ec '9;: = S ANI tJ"BZ" "" N ANI oZ""Be ~ .J 1,,"1/ oct lIt "" dOJ TIOHNWf )'~'Y.L1Nlo'S \.r;'L~ ot;:t' gg'''t;. /..'i,\'i. i.~~ ~f I I ___ ----~-- ~ --~ f;t;'''' g\.'~lj. THROUGH 6, INC:LUSIVE, McMULLEN'S L Y'ING IN SECTION BLOCK 2, R.J. BOOTH SUBDIVISION AS RECORDED SUBDIVISION AS RECORDED IN PLAT BOOK 1, PAGE 15t TOWNSHIP 29 SOUT~1, f~ANGE 15 EAST, IN PLAT BOOK 9, 41, ALL BFING RECORDED CITY OF CLEARWATFR, PAGE 22, AND LOTS 1 THROUGH IN .THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. BEING A F~EPLA T OF LOTS 1 10, INCLUSIVF, BLOCK 2, MRS. PINELLAS COUNTY, FLORID ARAH AND DESCr~IPTlON: LOTS 1 THROUGH 6, INCLUSIVE, BLOCK 2, R.J, Boon, SUBDIVISION, ACCORDING TO THE PLAT THEREOF AS I~ECORDED IN PLAT 8001<: 9, 22, PUBLIC RECORDS OF PINElLAS COUNTY, FLORIDA: AND LOTS 1 THROUGH 10 INCLUSIVE, BLOCK 2. MRS. SARAH McMULLEN'S SUBDIViSION, ACCORDING TO Tl-lE PLAT H-iEREOF AS RECORDED iiN PLAT BOOK 1, PAGE 41, PUBLIC r~ECORDS OF PINELLAS COUNTY, FLORIDA; LESS AND EXCEPT THE SOUTH 10 FEET OF LOT~6; 7, 8, 9, AND 10, BL.OCK 2, OF SAID MRS. SARAH McMULLEN'S SUBDIVISION; AND THE SOUTH 10 FEET OF LOT 6, BLOCK 2, OF S m R.J. BOOTH SUBDIVISION; AND THE EAST 10 FEET OF LOTS " AND 10, 8LOCI< 2 OF SAID MHS, SARAH McMULLEN'S SUBDIVISION, CONVEYED TO THE CiTi OF CLEAf~WATER FOR RIGHT -..OF - WA Y j'URPOSES BY DEED I;:ECORDED IN OfFICIAL. RECORDS BOOK 41,38, PIGE 116, PINELU!\'s COUN'fY, FLORIDA. BEING MORE P ARTICUL.h,i~L Y DESCRIBED AS FOLLUWS: COMMENCE /-\1 THE SOUTHWEST CORNER OF L01 6. BLOCK 2, R,J, BOOTH SUBDI\r1SI0N AS RECORDED iN PLAT 800:< 9, PAGE 22 OF HiE PUBLIC RECORDS OF PINELLAS COUNTY, FLOI~IDA, THENCE NOQ" 0'03'\\1, i~LONG THE WEST liNE OF SAID BLOCK 2 BY OCCUPA110N, 10,00 FEET TO niE POINT OF 8EGNN!NG; ll1ENCE CONTINUE NOO"O'O;3"W, ALONG SAiD LINE, 255. FEET TO HiE NORTHVVEST CORNER OF S,AJD BLOCK 2 BY OCClPAnON; TI1ENGE 589.59'49"E, ALONG THE NORn'1 LINE OF SAID ELOCK 2, R.J 800TH SUBDIVISION AND ALSO THE NOR"f1i LINE OF MRS. SARAH McMULLEN'S SUBDIVISION AS RECORDED IN PLAT BOOK 1, PAGE 41 THE Bue RECORDS OF PINELLAS COUN'TY, FLor~IDA. 593.71 TO A POINT ON SAID LINE; THENCE 500$2: '48"E, ALONG ~\ UNE 10.00 FEET WEST OF AND PARALLEL TO Tl--[ EAST LINE or BLOCK' 2 OF SpdD MRS. S,i!\RAH McMULLEN'S SUf: DIVISION BY OCCUPATION. 254.70 FEET; THENCE S89~56'11"'W ALONG A LINE 1 00 FEET NORTH OF AND PARALLEL TO THE ~)Uni LINE OF SAID 594,J35 FEET TO "lliE POINT OF BEGIN liNG. VATE DE.DICATION: llMT IT IS THE i~iV\jm OF THE ABOVE DESCRIBED lNm EF[fj PLp,T1TD /...RWATEJ< VIU./,F,.PHASE ONE, THAT IT GRANTS T, 'HF Cl : ':+ L J\RWl\TER, i\ F'Ci,iTICAL SUBDIVISi'Jr'J THE STATE OF FLORIDA, THE ':,E /\U,_ Tll . AND Dr:;; !~,M:::[ [.A.SEMENT':; {:, SHOWN THE CITY OF CLEAIRWA TER ME r::E';PCN~,IBITY F,>;"H fv\':~d\jTE!\jANCE ~)(: i C)W ONLY IN DRAINAGE EASEMENTS ~~/,,\'L, F~U'}b,1 OF;; T RE':;PON'51! i'( REL!-dINC TO PIPES, STRUCTURES, r" \'ri;E,IL flu!'.: t,T!()~r~" IN AND Ui ON DR,lI,INAGE DR,6,INAGE EASEMENTS \i,t'if rUt"jC1i()I'! N[!Fi[F; !.\~~SI::;N[D NOh: b,eeD BY THE CITY OF CLEARWATER i ",:IE THE ::()LlOWi~,J Mi:!\; , i\FE IH:h'U3y [(:,1!-i311SHF '~THE COfviMOMN ARE."'S FOR THE r.fi 1'\,j'D,~j\,NCE EU.C1R' /\L, TE"EPINF,::ABLE FACILITIES, EXCEPT THAT PfY;icJ;ii":; 'Hf BUiLDIN ::..';"l't,//\ !~\j(..~[~F \'. E(..--PE L ill fo,hl[' PE DESiRI;:'!\; E ';:L'v1[ r\jT ,-[,'Pt: ie'N [ASE~v1U,F iW:F f TILlT', LIJ\JD 1l,IN/'CE & UTiuT f/..',jEMun Ni;Ff::SS, ~:':;RESS, UTIUT-: A.N ANDSCAPE EASEMENT AND5CAPE EASEMENT ANDSCAPE EASEMENT ~'f;!i /.\TE !r\JC;F'F', \ '~;r.:;ESS iTiUTY /:\I"D !).\';.l[ l)(, TILlT\' f- ~E.tv1E.N~r t~. UTiLiTy M\! /\NDSCAPE EASEMENT i~J(;PE vr-' I_,ntc it I~' hi, VE'i' nn y (\ 'j Il u,:cessors and assigns, Gillman Area, Lots, or an y ollotion, maintenance, electric or In y serllen t benefit t in terfere with the ,'- [~, 1 I.. ' eli' V\l (] t (;: r I :-: I; f'~. ~! ! ~ \. Or] (,I C ii, i t ( ~::;, pr() ded St) ct..'! /',j i"!(-;' r.()r~~: if'S and dc) n. Wi",: '"'r' , in t'r~'-f-~rf ~; t t~-l r~ i 1'''1 t . u t ;"^; the ion, to install lines and , provided the lilies r/.cDE'r ties ", t (~I >'Ve' un] ctrler ver t Vi e t)rrl l-n (->1' 'i iN lef'" \Ndhln P .-1 i el:,' r::ClseiTe!\t rceiWf:'f' CI: I ',] tel' (j I c ond tile F'r d~ odjacent to the Pfod and for' ot an y such wall s as The Declarant hereby ft;:; HOrYieowrers 'i 'Ji1 exclusive !reets w'ithin the eter of the Cischol-ge the duties I" F' ertles, There are E'<Jsernents between the N'J i TN laterol on d by' the unwillfu! I i os constructed. I tr 'Jet (.S, ! t'" l~!c1 j(l en t ; ,f\'f.\t?ts bCl..ln(ilr,q \!'\t ~, ..:.~" .1 ", ' Dl lie ess t'\ '; .; (J II (J n ,_:,-, e , L f- C \i, f.'urh.:1l !. bc:-u d "" e'n(,rc~\) tei! ent:::, : n q f l:J V U. f-} I There is hereby established and reserved perpetual easements for the installation and maintenance of utilities and drainage areas in favor of the Declarant, Downtovm Lofts Homeowner's Association, Inc. and the City of Clearwater, and other local governmental authorities, in and to all utility easement and drainage easement areas shown on the Plat. the easernents shall include, without limitation, the right of reasonable access over lots to and from easement areas. The Declarant, its successors Clnd assigns, and the Downtown Lofts Homeowner's ,Assoclotion, Ine, shall have fight to convey such easement on on exclusive or nonexclusive basis to any person, corporation of qovernmental entity. No structure, planting or other material sholl be placed or permitted to remain, which may damage or interfere with access to or the installotion of the use and mointenance of the easel"nent areas or ony utilities or the drainage facilities, or which may cilonge the direction of flow or retard the flow of drainage water in any e<Jsernent oreos, or which may reduce the size of any water retention areas constructed by the Declarant in such easement areas. The easement of each Lot, and all improvements in such easement areas, sha!1 be maintained continuously by the Owner of the Lot upon which such easement exists, except for those improvements for 'which a public authority or utility company is responsible. No fences, driveways pools and decks, patios, air conditioners, ony impervious surface improvement.s, utilitv sheds, sprinkler systems, trees, shrubs, hedges, plont::: or any other landscaping elernent other than sod, shall be placed or erected upon or within any draino(~e easement as may be shown on the Plat. ,ll,ny structures installed in the easements shall be at risk of the Owne!', The Declorarit, for itself and its successors ond assigns, and for the Association, her'eby r'eserves on easement running along the rear of any Lot which is para!lel to and adjacent to the perimeter of the Properties and alon,] the side yard of any Lot which parallel and adjacent to the perimeter of the Properties for the purpose of construction of a privacy wall or fence and entry monuments for the Properties. Once suc!~ fence, wa!I, or monuments have been erected, the Downtown Lofts Horneowners Association, Inc. shall have the obligation, as a common expense, to mointain, repair and replace the exterior portions of such wall or fence and monuments. In the event any st,'ucture or irnp!'overnent on any Lot shall encroach upon any of the common areas or upon any other l_ot, for any reason other than the intentional or ne(~ligent oct of the Owner, or in the event any common areas sholl encroach upon any Lot, then an easen1ent shall exist to the extent of such encroachment for so long as the encroachment shall exist Th ere sheil be ;] 5,,, foot reciprocoi appurtenant easement between each Let ond such ~)ortion 0'- portions of t.he Common Area adjacent thereto, or between adjocent LCJts, or both, for the maintenance, repair and reconstruction of anv walls or buildings or other improvements; for lat.eral and subjacent support; for roofs and eaves and for mClintellonce, repoirs and replacements thereof for encroachments caused by the plocement, settling and shifting of ony such walls or irYlprovements as constructed by the Declarant, or the Downtown Lofts f1omeowner's association, Inc., or reconstructed; and for access to mOIr:tenonce ond repair of utility facilities serving more than one l_ct. In the event on electrical meter, electrical apparatus, CATV cable or other utilities apparatus is installed within the a Lot, and serves more than su Lot. the Owners of the Lots served thereby shall hove an eosement for access to inspection and repair of such apparatus, provided thot ~;uch easement rights shCll1 be exercised in a reasonable rnonner and the Ownet' of the Lot encumbered by the easement shall be reimbursed for significant physical damage to his Lot os a result of such exerciSE by the Owner(s) making use of easement(s), The extent of the foregoing easernents for the lateral and subadjacent support and for overhonqs shall be that reasonably necessary to effectuate the purpose thereof, and said easements of encroachment shall extend to a distance of not more than five feet, os rneasured from any point on the cornrnon ooundory !JIang a line perpendicular to such boundary at such point t\Jotwith ()ndin~~ the foregoing, in no event shall there be easement for overhangs or encroachments if the same is caused by wilt1u! misconduc;t on the part of an Owner, tenant or the Association. DCWTOWN LOFTS, LLC, A FLOr~ID,A. LIMITED LIABILITY COMP~,NY 8 . (, ..,..".._.- -._-~--"'''''-- ---- ,- -,---..--,,--------- {,S PRINT MAME OF OWNER TYPE OR PRINT NAME OF WITNESS #1 AKNOWLEDGEMEN T STA TE OF FLORIDA S,$. COUNTY OF PINELlAS THiS IS TO CERTIFY THAT ON THIS ____ DAY OF ____,,_____________, 20_,_p,D, PERSONALLY APPEARED BEFORE ME _______________,'.,.__'_'_'______H'__ I, ._____.______,___,__________ ,_,_ _,__,_,____~__,______ __,,,,,___,__,.._____,____, WHO' IS PERSONALLY KNOWN TO ME OR HAS PRODUCED _,___,___,____________, ~ AS IDETIFICA TION AND DID ___ OR DID NOT ___ TAKE AN OA TH KNOWN TO BE THE PERSON DESCRiBED IN AND WHO EXECUTED THE FOREGOING !NSTRUMENT OF DEDICATION, AND SEVERALLY ACKNOWlLEDGED THE EXACUTION THEREOF TO BE HIS FREE ACT AND DEED AS SUCH OFFICER FOR THE USES AND PURPOSES THEREIN EXPRESSED, ,A,ND THAT SAID INSTRUMENT IS THE ACT AND DEED OF SUCH COMPANY WITNESS MY HAND AND OFFICIAL SE.AL AT THE ABOVE DATE. -_.__._-".~---_. ----------- -----------.- --- ...-.--- .~-------_._-_.-_._------ '------ -.----.--- MY COMMISION EXPIRES NOTARY PUBLIC STATE OF FLORIDA SEAL CERllFICA TE OF APPROVAL OF CITY COMMISSION: STATE OF FLORIDA 55 COUTY OF PINELLAS IT IS HEREBY CERTIFIED THAT TH!S PLAT HAS BEEN OFFICIALLY APPROVED FOR RECORD BY THE BOARD OF ellY COMMISIONERS OF THE CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA, THIS___.__ DftY OF _____________,__, 200_".. APPROVED BY: CITY MANAGER CERllFICA TE OF APPROVAL OF COUNTY CLERK: STplE OF FL.ORIDA S,S. COUNTY OF PINEL.LAS i Korieerl F. DeBlcker, Clerk of the Circuit Court of Pinellas County, Florida, hereby certify that this plot has been examined ond that it complies with 011 the requirements of the Statutes of Florida pertaining to mops and plats and that this plat has b,eer1 filed for record in Plat Book ____,_,_,,,____, Page(s) ______ ___~___,_. Public Records of Plnellos COUI'ty, Florida, this ____~____ do,! of _,______ _...__ __ '_____ _____ __"" __ __, __ _, 20,_ _____. Karieen F. DeRider, Clerk Pinellas County, Florida By: __,_________~,..._.._..__.._..'''____. Deputy Clerk SIGNA TURE OF WITNESS #1 SIGNA,TURE OF WiTNESS 1~2 TYPE OR PRINT NAME OF WITNESS 112 REVIEWED FOR CONFORMITY TO CHAPTER '177, PART 1, Fl.ORIDA STATUTES THOMAS L. MAHONY DATE PROFESSIONAL SURVEYOR AND MAPPER LICENSE NUMBER 6289 -' STATE OF FLORIDA CITY OF CLEARWATER, PUBliC WORKS ADMINISTRATION ENGINEERING DEPARTMENT SURVEYOR CERTlFICA TE: I, Eugene T. Caudell, the undersigned Registered Land Surveyor, certificate No. 4821, hereby certify that on the __,~______ doy of _____________,__.____,,_________, 20..__ _, this plot was prepared under my direction and supervision, and that permanent reference monuments have been placed os indicated hereon ond that it complies with Chapter 177 of the Florida Stotutes and 61G17-6, I certify that this Plat meets 011 material and compositon os per Florida Statute 177091. Eugene T. Caudell, P,L,S. No 4821 E. T. Caudell, Associotes, Ine LB No, 6492 ~.~-"'" . ""' ,,.'t!i;;2:r-r,,^,.t;lli,' '.<:r;;."4{ -" '.1'''''''''''''. '.,'tr'Tr 'Jm<':r.;p.'J:~lt"a-~~,'- , SHEET 1 OF 2 Et~I~QAJJIlElU,,~ ASSOCIATES, INC. 2321 PIN OAK LANE EAST CLEARWA TER, FLORIDA 3370"3 (727) 799-9778 "'-------_.,..:.._---_. . ,"'-_tmSK'f1!l.,"",~~."'J<;-'i'~."m_:<I\' ~~;)~,~J.'t;.;.5!1Jt~'.:,-':- .-: OCT 2 4 2003 . ~~ 4 ~I ,,~. Co ~/~6 ~.Y ~$ __. J 'vr~'!f"~,'''~~'''"_'')'''_~' "~.",,,,'~'."'''~: lli'tlD~"J'i'_~-"f,,/'",.'~,- ,:tol'_,,<~;._~ '~!;;- '"'~Wi";"c:mi' _''1"''''' ~;;, ^~~'':'""' - ~','''IF-'''-'''''!'<1t'-',,,,,,";~?,'r''t'j;i?r ,_. ",~.~:"t'_"""W""l'1'tp.'&<;l;;;.'e>" \r,'(f'''~jl' i~'")'" -""''''-'''"?l';;; "i<'-~"J,r;:;':jjI(/' '.""-' "~y;_ ----.-. '<''-Z'r~"Oli'.~'Mi-:",. r>~, '.--w' ~'-~~"""'~~-'~--;20'-' \\,..,~' '.... ,.,..- ,.,~-~~:" ""- ~.,.,~,".'-'n' - ". b' "'''',~,~.,~=. * "'_."'r_ ~'"- . ': ~.'-",-"--~~ =.,-..~,,,",, .~.,.,", ,,>,''''1' .,:1t'~"C,"'\;",-"'" '~%O}1t.;' ''''"'~ --------- --------- ----- -- .~'~. ,"'!,. -~.~~..,-: -~..::::.::~--' ~~,;':f.?:!':~::~'~'::;;'::: ~~~':' ~-1~-~ :'::'~-'-":;.;'-:":'--:" -"':'-'::' ','.'::~'__'.:':'::-'::::-C'_:_~_"='~-::~:i'';;'.~"--=:''':..::tlt',..., -- ,....-----,~ ...."" ~' LOTS 1 BLOCK 2, Mf~S. SAF~AH COUNTY, FLORIDt\, THROUGH 6, INCLUSIVE, BLOCK 2, R.J. BOOTH McMULLEN'S SUBDIVISION AS RECORDED AND LYiNG IN SECTION 15, TC)WNSHIP 29 SUBDIVfSION AS RECORDED IN PLAT BOOK 9, PAGE IN PLAT BOOK 1, PAGE 41, ALL BEING F~ECORDED SOU Tl-1, RANGE 15 EAST, CITY OF CLEARWATER, 22, AND LOTS 1 THROUGH IN THE PUBLIC F~ECORDS OF PINELLAS COUNTY, FLORIDA. BEING A F~EPLA T OF 10, INCLUSIVE, PINELLAS GROVE_...~~TREET ____~__.___2o'_._r~/\~~ELPl 60' R!W (Crr'Q -'------1-- I S8ge59t 49t'E ","<-'''.,"t:-_",,_''~---''-;':;:::.:"\I~-''':--,::" _.___ <o_.,.~",_" 36,00 ~-""'.,~" ~r ;"-'-.... ,;a ,'"~,>_;i' ";!lli;l'rlllibii;i', "do .~~.., 2433 20.00 ~~' 2035 "~t7.-"':.~'"' 'r-~"_~_-:c~,_ -:r;.;:;.~'. 42.01 1f 2000 2000 VI l-j Cl ~': c:) c~ iT! 7 U.; o lJl 0 o d o 0 [)l 0 o 24.:->2 -. 1;) ;:::, ,~ ~ (j) o (:,) d o o o Pl 0) () o o (') o o rri . ':)"1 .j:;. 5 :::f l!l o o LYl (~, 0 o 0 o en o 6 iT'! ILn o o (0 q IT:J (0 u! \.) C d C) C' 'J 00 . ,')1 rr; liJ 0)3 L>J (;, eN 36.00 36.00 m2 ;? I.".) Ul ()l (.0 U 4 '-J: (:J i......1i (~N ~ .S~,9{) 1J()Ci () -1:>, Tf~ACT A L2 L.1 a.~ ("J (;" (..1-) 1 '.0 ')" z o o . _...:. 20.33, ;.'i~ ~, . ' ~}1 .!>> (/) (:~ o d G.J o '.0 () CD () ,(.() 'eN 2(). ~,:3 '-..1 !I'<} E , J I UI '.') --' 21 !~I ~- I ! I ! 01 () [DI o ~ o Vl ~ .~ ~ .-.- N9C E' ,'( I"'; ./ r.- -:- .~- -:-.~l_ ~"...:.~'__ _::"'(~!:~.__ _,.. .._. ;:: ING1?ESS / EGRESS. Dl?AINAGE. U !JLllY AND Pt1')ESTRIAN EASEMENT ~:; (" < - o~_ __'_ '''''_ ,.,.... ___ _, I I t N ()1 U1 (...-J ;:' 0" .2 C', ':~~ ~~, ;:X:; , '; 7 ();Z -::,\) -.- "fR;,2r F -. - ~- ..' C<j 20~33'r'" 2'()~OO)'" ~:<iQii.O!"r7(! ~,._ i \, ...., '..-1 ~,J .~I I.. ,_-' 20,00 W t\j o~ r-rj 20,00 (0 1~.. lJJ ~~~ o l[, ~ r< U) .-\/90'V() "Hi r.,. _'.. ,_ ""."..,_.,..~.._.",.,., .. 36.00 tL. ~ 'oJ () o p '7 0 L. 0 f2 z If) (J) Lf) ()" "",-t. CJ Ii) (') r<) o '<t co t.,,) (0 '<t IX) o N uJ LI) o I'" D '<t r- d43;''': !' .. ~:~..-: Ld w o c o l:.C (:) o ~ o z o tn (:) 40 o oJ o ~:J o G Z 4 1'""') LtC : 41 39 (~-J 38 LiJ '<j' i-I. 'b o CG co 1I': C i 0.". Z .~ 4 ,'lj '-'X~~~'" z :.(; 20.0(] 20,00 36, ~'l ,,~ '1. -.:~ 21:)_C(~: .;;J;~~--".ji~--;>')"'a~~~-.- j~~ LkLu~;t::~ 589.56' 411'W . ._'-~ PLAT NOTAnON ~ ! , 1\: '-, L ii,': i:T.C Oh; [)[,.., i!\" :;f~4J!'ii r:C1F\t,l.. is THE' ':M DEPICT,ON OF THE !3[)ivr:='[:.D i.P,I\j[):; UESCR!E::ED HE.~:[lN .-'\N[i AiL,. IN \J ry CU~lc:..TANCES BE ::;UPPl,MrrLD !'\ ,"".YP-!(If:;>iT\ 8\' AN'1 THER CP/\f:'HiC Of:' DiGiT/\; FOI';;tv" THE Pi_AT THE:;'[ MAy BE Ii. TI()I\JI, f..:;r:STRIC T!CiN'::, THA Tt\RE '\jOT RE ()RDED ()~,: PLAT THA1 MI," BE FOUIND F~ t Ie ;~t~ (~:()RC'-~:'~ (iF Tt'{j (~:C)lJ~\!T !"". ll\'lTE,i) Tiur, EA:-,[:f\l"[I\!T:: '::,fV.l,I.L PROVIC'E TH;'\T ,': EASEMENTS SHALL ;;LSO BE f\:;[MU~ r:: H>~' :HE COI'Jsmuc l'!C!N. It-'/S'AU,ATION ~~/W,J' A,NCE. AND OPE;>ATI01'~ OF F'RCV!DECl HCW[f~ VER N() :' C(iNS TRUCTIOf\I. iNS'" ALL A TiON, M \'rENf'J\j(E (\ND ON CI' ,.P.l~LE. TELEVISlm~ Sl:~( I, 'FS SHALL INTE:;IFEREWITH THE F,,,,,, ILT:f', ANI) :~tRViC:E::. OF .At\i C, TEI.EPHI)NF,':. (jR OTHER PUBLIC UTILITy'. IN 1',"'[:. [: \'[1\11 P (iCl,BU:: TELEVISiON COMPANY DAMA,GES F'/.;CiLlTIES OF A PUBLlC UTILITY, r S....u\U, t3E '~OLEf R[~:P()N~I i'OR THE [),t\"MAGES iH ;ECTiON SHALL ~JOT APPL~ 1(: THeSE ,IT ASEMENT':; CR A;\'TFD'r UF< 8 h 'fIC.'ULAR ELECTRIC, TELEPHCINE, !:CUE T![,.I SUCH COt'6"fRUCTlON, f'j" '/\U.ATION, MAINTENANCE, AND C;H!',~l':'Ut'IiPi\' WITH THE '\If,,TIJN,l\L ELECTRiC/,o, ");'lJTT'r' CODE ;..\~; ADOPTED [ rl.ORI[!/~ fl.iE3U '3ERVICE -:::'OMMIS!ON I",'U~ ,1 1 , Wt,TET~L\N[, Gt\S ''!It..,iN U',SEMENT Lr'IN (iF VV/\"f (I":, 1,f:i\!i\lS lJP T(; M~:) INCLUDiNC "jY[)R ! :c~.!CH I..~,;IN~ ;\!'JD fCTL/\,'VATEF M~::' U5; f/lCiLiTiE:: 1,,1 '-iF l FEET ON EACH SIO[ .,~I\!D METEf~S, :.XCEPT WHERE 1 UE UNC,EF; STRUCTURES I!-iEI:;'C:, I':, HEP~' ~'i C F<' E i\ T[[l /41\j lj\.;(;RE (=.:;S 1~~,lD F GF\;E~::,S [" A:: F,CiJ\L:"~ UTiLiTY C(,!v1PANI[tl,ND Ti-l' " p.,ND I. TiLIT\ MAit;JTEI\ANCE (J'/ER Id\ Iv1EN~ Fe)!=<- FIRE !\ND EMERGENC TY OF CLEARW/,TER i='OR CROSS ALL P /\ VED SURF ACES :--1 i :~. LJ.~ ~)/i__ !~i -",;CJ!\' "~-.~ ~ ...'" ~~~''i~'" "'~f"":::~.f"":"~~~:':'-=---~~--=-~_~ ~~~"'I'~~'"' -4;"'JlIt:r..^-{....~:'..._-:-,... 20.33 26~6d,:!c';:' ,36,00 36,00- --'20.00- 20,00" :2434 B 1 20.33 q(c o cD (I) (f) Coo (fJ COO 01 oed c:i g 16 :3 17 l'1i 0, O. ci q 0 0 0 o ..p. 0 q......1 6 o ~ rrl 1'1'1 00 rri ~ 18 19~ rri20 (J) C3 C3 o o L3 U1 ()1 d ,"; ~ f:; LA -. q ~. ~ o 0 () (.() C :'\:' q ~ 3 I~' ct. ~: 20.3~, 20,00 -' ~ I (J) .~ ~ N90'OO'OO"[ c I g :~ t; 20.00 20.33 t-,) 20 00 2~.2.~ I~i I N ~ LD:J~ _ _ _~-N9.0'~2:001=~,:._ _ _ _ _ _ __ __ _ _...:"J,~O~~O_.?<rE_ _., ~:: r~ N90'OO'OO 148.25 ! 2.0..33 ':n //i N90'.Oo~o.IE ;:,,:: L..___~_. 36.00 20.00 8 {ll o o 0'1 d 9 o (') o 0 U10 fT'! en ,p. o o (J) (I) (l) o 0 0 o q 0 d 0 d ~'10~' ID ~ 11 o. q ~, rri rri 1- f'T1 (j) () O'l ~ ~ :P- O g: 0 o 0 U'l (/) o 0 q 0 o d.j:>. ~12 ~ ~ q q~ 1T1 fT1 (j) :P- O o Ol ~ o o 20.33 fT! 0'1 ..p. o o /?ECREA nON EASEMENT 593. '71 _ .,~~. "",' ~''''''''.'''''_>'",,~> """"".'r "...." _.0"_<'."._, .,_.~ ".,--,_ -__ _ 20,00 23,33 I iJ)U1 C (0 o~ C c o aU I'l Ult; IJ' < <0 c 20,00 20,00 13 (/) o o ~ d (jIq ..p. 0 S f'T1 15 (j) o o d o o '-....IS 4'> f'T1 (j) o U) o o d o o o r.{ 21 (/) .p.. 0 10 0 (jI d .p..~ o fT1 U) () o C o 022 0" ._ 14 IT! 36.00 36,00 CP ~ CP (D 0) 0-l 0) (0 10.C 20.33 20.00 ._~ N90'OO'OO"E 20.00 20.33 r-N9C}-C;O'7Qc)':E I I I ! f . I I ". I I 1 I f I ;' I Ie::; ,'. I I I I I I N90.00'OO"W 1- ~...,,~... " j,~. .~,.~ 20,00 2033 10,0 /;.~) {)() l0 ,-, .~~~~"" 3,6,00 I") o -q' t{J '.') co o (J) '<r f'I') '...0 W \.0 I I I I I BI f'o.;l "" " "-.10) Ilt;." l' , '- , i h,,( 1 I I ~t ~~ I ,SJI C\j }:)I C::J, &; . I I N90'00'OO"W ~'- ~, ~",;Ili; 20.33 20.00 \..u w }~34~ o 0 o 0 b (, o 0 z z 20.33 co (j) n (,0 (,!;, 0' 1":' c.C S90"00'00''[' ......,j .p. (j) o ~ N90'00'OO"E ~ .,}O.OO, '\-'{)(} ~OL) /\/9 () ~DlO ''"/--1t Lt. ~ 0 33 ~,~ C..q.- C C c z INGRESS / E})Rf$$.. IJl?AINAOE. U17L1TY AND PEOES11?li4N EASEMENT 51'" z" 6:~:;:~tME!Vr DEL/leA TE~) _~~+ B ')/ TcHI C F'i L' T .cu~'R }~ .. i. ~) ~ ':.' I '.' _ I :-0 ELLCTRlc E..ASEMtNT ,'~ (' ,; I [:J ,~S .:>:: '.q- (.() 37 G) <:::: !.1J I- (.) g: c ;::.J ;~~ 24.9(1 ?, ..'-.....:. ,'-, 'I -' .\/S;{) ~C)() "H ,?i Or /," V'i......-- - -- - .- ~'</:j'A,:,.... N9fO'Oo'od"E 590'00'00"W 730. 74 c);}/'/ '20 '3'~":: I f.-..---- N90.00'00';["-------."----- NQ;~~;:;OO" ."~ d I 19'\ ,. -...='''' '.,.._-~- TRACT D ' .. ,~=... E...=: rr; I ~ 20.00 20..33 ~ 20.00 20.00 It( C3 ~ II N~2900.:0000'"O :f,~O' 2~'} _. :) L115i~ V) 1.1J ;'0 33 20 00 ~' (O..q.- 8::0 o ,..~ ,.... h 0) ~ ,..... 00 590'00'00 "W '" I'J r-") ('~ ., ,~.,. "'-""'" ~',." "'.. ..j In CO b lb I~;~ ;~ ::0 36,00 36.00,.... ~ 29 ~,. ci 0 (:) :is g? },l '<t 0 ,--- i"- i- ~ .!.1J i"- W .!.1J 27 ~! LLi ~ n }5 30 '8 g c~ 8 ~ ~ b 26 b 1258 24 V 0 ~o 0 .0 0 0 0 31 (j) P p P Lt.' 0 np.. . Cl P , 0 0 0 ("", (-'. () 0 -4" 0 0 '-', - CJ Z 0 Z C bob Z z CeO c 0 Pcz z z gu 20.00 242,3 z I'J y ()l ~~ ,~ ct ~;S. ~: !-..:~ 32 !:.JJ '0 Of'. o"<t' P ()) o ..q- o z '\ LcJ ,,.. ~. '36C: '<~, c o ~ () Cj 2: 3 CJ- Oy ~ ,::) o P ,-;) o z . I '-.~ .823 o o ;::> o z J {j, 10.0 '''';:'~---,", /" 36.00 36.00 20.00 2t4.33 20,00 20,00 20,00 20, :'\3 ~~~~~:t:.~i~'i<!.:;.:~.;Ji;;ii.. .:" 1\ 2 CONVEY.':.D /'0 :'HE un OF CLFAf?ltA TEl? r;/"j '::)!i? OF. BOOK 4138, PAGE 116 LAUF~}\ STF~EET .----.,-- -- 60 f~/W LEGEND: l---------u N'E'-l.'~\-BLE-' ,. ,-".----- ~---LTNE.r--DIREC-fIO~r -'--I ' "[li.sTA~T(:E-i f.-'~,L.". 1 '~'--, _' :3.._9_9. '00'i5('CE ."-' ---- '..,-.... ---.1 L '-'_'" ,__,_ -- ,,, ,~99"H ,1 I L2 N90'00'00"W 4 Y I 1-1.3' -- ,- --N90'66'oo"'w ,.. ' '4l. U .. '-1 r~:~:t~.='-. '~~~~gn ' , '-}Cf9" --'1 -L6 --'-N90'00'oo'T' - - , -'4'.oCl . '.~j", j ~-;_.-7---- N90.ooY,5o'''E - ~- ---"4'~O() I i-'LS-'-'--N90'OO'l10"( -.{r)'Cj"-1 t._....__._ ho_.._.'__._ __, _..'_ _.." ___ _,_ ...._...J 1 [f.'...I!) IJ ' " i,~ (,..:.~....f"K""'. .. ~1c .. ~ \\ ~: \\ ;)1 /11'/ I \, ') r i ~~ i '" GHAPHIC SCALE :)<:; IN FEET ) Inch '"" 30 ft. c:J DENOTES 4"x 4" PERMANENT REFERENCE MONUMENT (PRM 4821) UNLESS OTHERWISE NOTED, LOT CORNERS - 1/2" IRON ROD OR Pf< 1\j/~IL & CAP (PLS 4821) UNLESS OTHERWISE NOTED R/W - RIGHT OF WAY P.O.S, - POINT OF BEGiNNING PLS - PROFESSIONAL LAND SURVEYOR P$M - ,PROFESSIONAL SURVEYOR & MAPPER O.R. - OFFICIAL RECORDS (NR) .- NON-RADIAL LINE BEARINGS ARE REFERENCED TO: THE EAST R/W liNE OF BOOTH AVENUE BEING ASSUMED AT NOO'10'03"W. --1------ if} I~ <{ > <'" ,;;:.:> "'" cr:: ' ,<( 1,:t'\ 1'~.-\ \". H .:); ) r " l-t (Y I --'J ~ '0 Iz ~ n::: L.LJ I t-.-. ..:J __I z In:: .<( 12 I -",~~~,.,~,;.J:Jt!tfj=""'~.",",Jji(J:-'-~"1:'t'''\W''~~idunSL,@i''. r--:::~C~AT~S' -INC I. 2321 PiN OAK LANE Et~ST : ClEARWA'fER, FLORIDA 3,37::)9 ~~,___. _ ,_,___? ?~:=~ 77 8 SHEET 2 OF 2 ~4}'~.'g.:mr:lt .::''!~-~~;'.~'''1''!;'L:~:':I<1':.~!!!.o?1'Em<':1f.1?,i2:,,""$;'!-~-1JttMn.' _";~~l'-~m' "'-nt-'!'1~l;ri..~"..e,C15.~;,~_\.wa;:,~,,;:,g:lZ,:2~;;;~~;;,1!?~}":'~1.E:' "'l'f!~-II"':'L;.;':~";ii;lE.ii!It~&JJlt:.~-;.,~..-,>;~~lIi'.""''''I'~.:'~f''r..''''!I;,~~:.Z:.,,~~'1/i'J""""" -.;<!,;'~~;KJ~z.:~~v,v"'t,.<,':r;"'2Oe~,',W'"""':;'~"~~"'!II'.""-'-' 'f~ ,'l/i"-...""'.: 'o>f'F", 'i!.I!''',,",';-' ..-,....-~"'..-);t""!"" "-".,-, ."""-/-- ,*'.'"".Mj"~.'''';-'''S_'1'<':'Si--"''''~'-'t~,_~_I~'''_:''' ;o-'-~"""~~~~~=:: :~--- L"::'=~~~,-_~-_::~~~:-~ "5 ..."~ ...'-:-"->y~-_.~ .,----"""- {,"'I!"I'" :'7 &$ ..q ~t C W,qll. Oby Q6/s I .....m.. .........' ...,..... .......... ...~...... ........... .......... .._..,.. ........- ......... ..."'.... ......... .......... ..,...",. .....-.. .......... "....... ......_. ......,.., -.- .......- ......"'" ....-- .......... ~---, ,......,.. -.-... ,......- ........, .......... .....m.. ___ .........., n_,.'_. ....._. _......., ..._._ ........., __.. ......_ .._..... ._..._ .......... _.... ......,_ .__.... m._ .,..._ ____ .......... .._.._.. ....._.. __... ___ 'H'W'" .__ '_'''H _..... ..."'._ ....,.._ ..."'_ "_"H _....... .......... ..,..."" ..,__ .......,..' ~, ,.."._ _,,,... 'H"'_ .__ __ "",.._ _~.," ..,..._ ..H..... ...._.... .......". __., ....._ _......., .__. ."'....", .-- ......- _.- ......- ........., --, -...... -~.. ....- .~....- .....- ........H' ....-., ....-- -....., .,-.-. ....._, "'...... .......'" ...-.... ......-.. ...."..- -..-.- .......... ."'-- .....-. .......... . LAURA LOFTS TOWNHOMES BEING A REPLAT OF 1 THROUGH 6, BLOCK 2, R.J. BOOTH SUBDIVISION AS RECORDED IN PLAT BOOK 9. PAGE 22 AND LOTS 1 THROUGH 10, BLOCK 2 MRS. SARAH McMULLEN'S SUBDIVISION AS RECORDED IN PLAT BOOK 1, PAGE 41, ALL IN THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA SOUTH, RANGE 15 EAST - CITY OF CLEARWATER - PINELLAS COUNTY, FLORIDA DESCRIPTION: LOTS 1 THROUGH 6, INCLUSIVE, BLOCK 2, R.J. BOOTH SUBDIVISION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 9, 22, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA: AND LOTS 1 THROUGH 10 INCLUSIVE, BLOCK 2, MRS. SARAH McMULLEN'S SUBDIVISION, ACCORDING TO lliE PLAT lliEREOF AS RECORDED IN PLAT BOOK 1 , PAGE 41, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; LESS AND EXCEPT THE SOUTH 10 FEET OF LOTS 6, 7, 8, 9, AND 10, BLOCK 2, OF SAID MRS. SARAH McMULLEN'S SUBDIVISION; AND lliE SOUTJ-I 10 FEET OF LOT 6, BLOCK 2, OF SAID R.J. BOOTH SUBDIVISION; AND lliE EAST 10 FEET OF LOTS 1 AND 10, BLOCK 2 OF SAID MRS. SARAH McMULLEN'S SUBDIVISION, CONVEYED TO THE CITY OF CLEARWATER FOR RIGHT-OF-WAY PURPOSES BY DEED RECORDED IN OFFICIAL RECORDS BOOK 4138, PAGE 116, PINELLAS COUNTY, FLORIDA. PLAT NOTATIONS: CERTIFICATE OF APPROVAL OF CITY COMMISSION: PRIVATE DEDICATION: NOTICE: TI-lIS PLAT AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF TI-lE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTI-lORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT TI-lA T MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. ALL PLATTED UTILITY EASEMENTS SHALL PROVIDE THAT SUCH EASEMENTS SHALL ALSO BE EASEMENTS FOR THE CONSTRUCTION, INSTALLATION, MAINTENANCE. AND OPERATION OF CABLE TELEVISION SERVICES; PROVIDED. HOWERVER. NO SUCH CONSTRUCTION. INSTALLATION. MAINTENANCE. AND OPERTATlON OF CABLE TELEVISION SERVICES SHALL INTERFERE WITH THE FACILITIES AND SERVICES OF AN ELECTRIC. TELEPHONE. GAS. OR OTHER PUBLIC UTILITY. IN THE EVENT A CABLE TELEVISION COMPANY DAMAGES THE FACILITIES OF A PUBLIC UTILITY. IT SHALL BE SOLEY RESPONSIBLE FOR THE DAMAGES. TI-lIS SECTION SHALL NOT APPLY TO THOSE PRIVATE EASEMENTS GRANTED TO OR BY A PARTICULAR ELECTRIC. TELEPHONE. GAS. OR OTI-lER PUBLIC UTILITY. SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE. AND OPERATION SHALL COMPLY WITH THE NATIONAL ELECTRICAL SAFETY CODE AS ADOPTED BY TI-lE FLORIDA PUBLIC SERVICE COMMISION. A TEN (10) FOOT WATER AND GAS MAIN EASEMENT LYING FIVE (5) FEET ON EACH SIDE OF WATER AND GAS MAINS UP TO AND INCLUDING HYDRANTS AND METERS. EXCEPT WHERE SUCH MAINS AND RELATED WATER AND GAS FACILITIES MAY LIE UNDER STRUCTURES. THERE IS HEREBY CREATED AN INGRESS AND EGRESS EASEMENT FOR FIRE AND EMERGENCY VEHICLES. PUBLIC OFFICIALS. UTILITY COMPANIES. AND THE CITY OF CLEARWATER. FOR SANITATION SERVICES AND UTILITY MAINTENANCE OVER AND ACROSS ALL PAVED SURFACES. STATE OF FLORIDA COUTY OF PINELLA5 55 IT IS HEREBY CERTIFIED l1-IA T T\-lIS PLAT HAS BEEN OFFICIALLY APPROVED FOR RECORD BY THE BOARD OF CITY COMMISIONERS OF T\-lE CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA, THIS_ DAY OF _____---1 200~ APPROVED BY: CITY MANAGER CERTIFICATE OF APPROVAL OF COUNTY CLERK: STATE OF FLORIDA COUNTY OF PINELLAS S.S. THE UNDERSIGNED HEREBY CERTIFIES THAT IT IS THE OWNER OF A PORTION OF THE ABOVE DESCRIBED TRACT OF LAND HEREBY PLATTED AS LAURA LOFTS TOWNHOMES. THAT IT GRANTS TO THE CITY OF CLEARWATER. A POLITICAL SUBDIVISION OF THE STATE OF FLORIDA. THE RIGHT TO USE ALL UTILITY AND DRAINAGE EASEMENTS AS SHOWN. THE CITY OF CLEARWATER WILL ASSUME RESPONSIBITY FOR THE MAINTENANCE OF FLOW ONLY IN DRAINAGE EASEMENTS. ANY MAINTENANCE. REPAIR, OR REPLACEMENT RESPONSIBILITY RELATING TO PIPES, STRUCTURES, AESTI-lETIC AND VEGETATION CONSIDERATIONS. IN AND UPON DRAINAGE DRAINAGE EASEMENTS ARE A PRIVATE FUNCTION NEITHER ASSIGNED NOR ACCEPTED BY THE CITY OF CLEARWATER. AND ALSO HEREBY DEDICATES THE FOLLOWING. NON-EXCLUSIVE EASEMENTS ARE HEREBY ESTABLISHED ON THE COMMOMN AREAS FOR THE INSTALLATION AND MAINTENANCE OF ELECTRICAL. TELEPHCNE CABLE FACILITIES. EXCEPT THAT PORTION LYING WITHIN THE PERIMETR OF THE BUILDINGS. PARCEL "A" - PRIVATE INGRESS \ EGRESS AND PEDESTRiAN EASEMENT PARCEL "B" - PRIVATE INGRESS \ EGRESS AND PEDESTRIAN EASEMENT PARCEL "A" - PRIVATE RECREATIONAL EASEMENT COMMON AREA A COMMON AREA B COMMON AREA C COMMON AREA D COMMON AREA E COMMON AREA F COMMON AREA G COMMON AREA H I. Karleen F. DeBlaker. Clerk of the Circuit Court of Pinellas County, Florida. hereby certify that this plat has been examined and that it complies with all the requirements of the Statutes of Florida pertaining to maps and plats and that this plat has been filed for record in Plat Book __________. poge(s) ____________. Public Records of Pinellas County. Florida. this ________ day of _______________________. 20_____. Karleen F. DeBlaker, Clerk Pinellas County. Florida By: _______,_______________ Deputy Clerk REVIEWED FOR CONFORMITY TO CHAPTER 177. PART 1. FLORIDA STATUTES THOMAS L. MAHONY DA TE PROFESSIONAL SURVEYOR AND MAPPER LICENSE NUMBER 6289 - STATE OF FLORIDA CITY OF CLEARWATER. PUBLIC WORKS ADMINISTRATION ENGINEERING DEPARTMENT LAURA LOFTS TOWN HOMES. L.C.. A FLORIDA LIMITED LIABILITY COMPANY BY: AS: PRINT MAME OF OWNER SIGNA TURE OF WITNESS #1 TYPE OR PRINT NAME OF WITNESS #1 SIGNA TURE OF WITNESS #2 TYPE OR PRINT NAME OF WITNESS #2 SURVEYOR CERTIFICATE: S.S. I. Eugene T. Caudell, the undersigned Registered Land Surveyor. certificate No. 4821. hereby certify that on the ________ day of ___________________, 20___. this plat was prepared under my direction and supervision, and that permanent reference monuments have been placed as indicated hereon and that it complies with Chapter 177 of the Florida Statutes and 61G17-6. I certify that this Plat meets all material and composition as per Florida Statute 177.091. AKNOWLEDGEMENT STATE OF FLORIDA COUNTY OF PINELLAS THIS IS TO CERTIFY THAT ON THIS ____ DAY OF ______________. 20__A.D. PERSONALL Y APPEARED BEFORE ME _____________________________, AS _____________________________________________________. WHO IS PERSONALLY KNOWN TO ME OR HAS PRODUCED ----------------------'- AS IDETlFlCATlON AND DID__ OR DID NOT__ TAKE AN OATI-I. KNOWN TO BE THE PERSON DESCRIBED IN AND WHO EXECUTED THE FOREGOING INSTRUMENT OF DEDICATION. AND SEVERALLY ACKNOWLEDGED THE EXACUTlON THEREOF TO BE HIS FREE ACT AND DEED AS SUCH OFFICER FOR THE USES AND PURPOSES THEREIN EXPRESSED. AND THAT SAID INSTRUMENT IS TI-lE ACT AND DEED OF SUCH COMPANY. WITNESS MY HAND AND OFFICIAL SEAL AT THE ABOVE DATE. Eugene T. Caudell. P.L.S. No. 4821 E. T. Caudell. Associates, Inc. LB No. 6492 MY COMMISION EXPIRES NOTARY PUBLIC STATE OF FLORIDA ---------------------------- -------------------------- -------------------- RECEIVED E. T. CAUQELL ASSOCIATES, INC. 2321 PIN OAK LANE EAST CLEARWATER, FLORIDA 33759 (727) 799-9778 SEAL JI JI, ) ri LUUj SHEET 1 OF 2 .......... ..,......" .....~- -,,,,,..~ ~".,.." ..."..~ ........., ".,..".. ...,...,,, ~_.~... ....".... ......".. _....-.. ., .... ....~..,,' ...,.,..". ..~.,..~. .."....~. "".."", .......". .......... ....".... .~..~... ~,....... .......... ......... .~,,_,,_ ,.......... ....,...... ,.......... ."~...... ..,......., ."....n.. ...~,..., ..,........ ....".... ........" .......... ~~.~." .._....~ _,.,,,.. ...."N.. ~.....,,, ......_., ........" ,,_..... .,~..~". ".,..",,' ........_ .......,,,. ""._." ,.,,,..,,. "..,,,... .....__, ,......... ......w.. .....w... .."."". .......~~ ........" .~".._, ..."...., ...~...." ,,,......,, ~........, .,,"~..~ ."...,.." "..-... ..n~_" _...... .......... ....".m ~...._, ......".. ,,_.~~ .,~.,.... ".,.,.... ....-.." ....w...., ........., , ._~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tD o o :i )> ~ z C JT1 LAURA LOFTS TOWNHOMES BEING A REPLA T OF 1 THROUGH 6, BLOCK 2, R.J. BOOTH SUBDIVISION AS RECORDED IN PLAT BOOK 9. PAGE 22 AND LOTS 1 THROUGH 10, BLOCK 2 MRS. SARAH McMULLEN'S SUBDIVISION AS RECORDED IN PLAT BOOK 1, PAGE 41, ALL IN THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA SOUTH, RANGE 15 EAST - CITY OF CLEARWATER - PINELLAS COUNTY, FLORIDA t 13.15 20.00 20.00iCtJf:Q0.00 20.00 128.34 (/) ~I LOTg :3 ~l m < ~ ~ t3 t3~ q~L:S < If) 0> co 0 fT1 0:: L&JO) VI . < 5 co$ 0 ~ --.J z It:Z ! - :j!. ~'-'~b' -4-- ~ 0 b .,to. 0 w 9 P VII ~ 0 ::i,!J.l bOO 0 '0 ~ 8 p g g 10 P o '0 0 0 0 g P g z z 20.00 t 28.34 z g ~ LOT 2 N90'00'06Jtf~ z 20.00 20.00 QJ r---.;;; N90'00'00"E a rJ ~ ,t\) z o o - ~ o .. 0-'-- ~ 2.87 20.00 :: :=E N90'00'OO"W IO~ '5 ... I .... 0) ~ co J.!:I.",,___ N90'00'00"E ~ 12.68 20.00 91 ~_., -- - 0> " :c g 00 '" tri 0) coL5 ()1O::: 00< ~~ :2 8 'fOO'p --- 20.00 I XJ.~9po ! 20.00 S89-59' 49"[ N " r 6 W It o o b o b o z W It o o b P o o z W It o o '0 P o o z 20.00 20.00 N90'00'00"W LOT 5 N90'00'00"E 20.00 20.00 20.00 w w ~2~ o 0 . P o 0 o 0 z z 10 o ..t 00 I"') o ..t 00 z o o d o o o ..,.r ,!J.l 41 g P o o z 40 (Xl co -!>-.... o . ~o 10 t,~.8P 20.00 20.00 S89-56' 41 "w ~ l::i ~ GROVE STREET 50' R/W 35:50 593.71 20.00 35.50 lOOP 20.00 20.00 10'1020.00 20.00 loo'P35.25 o 0 0 0 0 If)~ 0 oo..t w 0'<1' ~ $1 ~ 11 ~ L51 ~12g 0 13~ ~ 14 lOW Ow w 0:: It '00 w'<l' It It It <100 o..t It o 0 0 z _ 0 co 0 00 PoO 0 P '0 '0 O:2P z 0 P P P::iO P o 0 0 0 0 0 o 0 0 0 Z 0 Z Z Z I Z 20.00 20.00 10.Q 20.00 20.00 N90'00'00"W N90'00'00"W I 35.25 W t o '<I' PIO o 00> o '<l" o Z ~ Q) t o 10 0 o - o o P If) 0 o Z 9 1~ '<l" 1(0) ~ ~ 16 w co t 00> Poo o . 01"") 000 o Z (/) g Q iO 17w 188. L5 t 0 ~ 00> q Poo ~z o. 0 01"") o 00 ~ o co 0 z ~ 0 (Xl (Xl I 35.~0 35.50 , N90'00'00"W I 35.25 35.2ti N90'00'00"W ' W t o o b P o o Z LOT 4 LOT 3 20.00 20.00 20.00 N90'00'00"W o o ,....: N .... I PARCEL! "c" PRIV,Ah"E RECREA 1 ONAl EASEM~NT LOT 2 o o ,....: N .... roo'!' 100P BLOC/( 21 MRS. SARAH McMULLEN1S S6f3DIV/SIOlV W t 10 N -'<I' o o o Z W It 10 N ':.t P o o Z N90.00'00"E 20.00 20.00 20.00 LOT 9 LOT 8 LOT .7 N90'00'00"E 0.3 20.00 20.00 I .... lJ..10 ~ ~ ~ co 0:: co < w w Z t It g ~35~ :2 0 0 OIP P o 8 g I Z Z 0.3 20.00 20.00 N90'00'00"E 20.00 20.00 co " r<i 00 I"') '" ,.-) lIJ co L5 30w 29w ~ It : Z o 0 0 o 0 '0 b::i P P ~ o 0 0 o 0 Z Z I I N90'00'00"E 35. 0 35.50 '<l" " r co W w 38 8 b37b .0 0 o - A 10 0 0 P P o 0 o 0 Z Z 35.50 1, 1)'120.00 20.00 .f~ C:ORlION CONVEYED TO THE CITY ~F CLEARWA TER - PER O.R. BOOK 4138, PAGE 116 - - w31w It t o 0 o 0 I"') b '0 '<l"P P . 0 0 0>0 0 '<l" Z Z W t 0" P'<l" o 00> o '<l" o Z 321 I 36b o b P o o Z 39 I 35.~0 .I ~ _ 33 1ooiCl35.25 35.2~ 20.00 20.;00'1' 20.00 ~.61 594.65 LAURA STREET 60' R /W lEGEND: GRAPHIC SCALE I::] DENOTES 4"x 4" PERMANENT REFERENCE MONUMENT (PRM 4821) UNLESS OTHERWISE NOTED. LOT CORNERS - 1/2" IRON ROD OR PK NAIL & CAP (PLS 4821) UNLESS OTHERWISE NOTED. R/W - RIGHT OF WAY P.O.B. - POINT OF BEGINNING PLS - PROFESSIONAL LAND SURVEYOR PSM - PROFESSIONAL SURVEYOR & MAPPER O.R. - OFFICIAL RECORDS (NR) - NON-RADIAL LINE ~ 30 ~ so I ( IN FEET ) 1 Inch - SO ft. BEARINGS ARE ASSUMED AND REFERENCED TO: NORTH BOUNDARY LINE OF THE PLAT, BEING NOO'OO'OO"E 20.00 11.8'1 ! I 20.00 "o~1l00 .- ,10 o 10 5 " " . 1 I -.J I"') w 9 i w20p 00 21 t ilt ()1 o 1 0 ~ o ,ow '0 1'0 t P P g o i 0 - o 10 0 Z ,z P 1 0 o Z ~.8<1 20.00 20.00 N90'OO'00"W I ~.6 ! I N90'OQ 'OO"E 20.00 I 20.00 20.00 r~0'.OO ~.8L 20.00! 20.00 ! I '<l" N! I"') I"') R2SR1 ~ wi It It ! g 81' b b P P o 0 o 01 Z Z 20.00 I Z Z 0.... 0 01 o 0 ~ 8 d < q< 22 co g 8 w VI = .0:: w 0 fTI -:i < <!> b .... 23 ~ ~ P ::i~ o :2 P co c.oo g ~ ~ 0 Z ()1 (Jl .... 0 (/) o o - N N 20.00 12.53 ~ I N90'00'OO"W :: I JT1 20.00 20.00 N90'00'OO"W LOT 1 Ol !-'" ~ LOT 10 N90'00'OO"E 20.00 12.95 N N90'00'00"E ~ I 20.00 20.00 ~ I o .... 00 N 00 27 -.J w26 w o t It . 0 0 VI 0 0 ~ - - o 0 P P o 0 o 0 Z Z 20.00 :t/ , t ~ ~ I ~ I () I - PARCEL "A" PR/fTEINGiESS7 EGRESSAND .PEDESTRIAN EA~MENT \.1) I LOT 4 ~ ~ ! ~!d LOT 6 I N90'00'OO"E s; ! Y.2 I _ 2..Q...Q.O_ ...20.00 ~) <:. N90'00'O lItE 20.00 2 ).00 ~.1 i ~ '<l" ~ ~ N N ~ ..t co r LO T 5 d I 0 L:i tM~ Zb co w w 44 '" 41 " ~ o 0 ~ It W g g~4b 9 4s-~ C3-b~' b ~ . . 0 0 . 0 0 .... o 0 0 0 --.J - - ~ 00 . '.,to. 0 00 Z Z g 8 P Po o 0 Z Z 0 I 0 Z t Z j 2.40 20.00 ~~"to l 20.00 20.00 ]b.oo 3.1 20.00 _1____ I i tOO''p I tOO'? PARCEL "r" PRIVATE INGRESS I-EGRESS AND PEDESTRIAN-EASEMENT I I 20.00 0> ,.... N 00 " N ui 0> co 24 N w W ~b b ~ 0 0 b '0 25 g g o 0 Z Z 20/00 It) N ll'i < 0) < ~ ~ coJ9 < p1 ZN o ~ ::i :2 8 20.00 13.58 _ ,_ __J SHEET 2 OF 2 ~~ "", act "s:o )> ~ ~ <JT1 ::>:::'1- ~~ Z ~8 ~ (,jct:l ~~ C)c) ~ ~eJ Q.Cl ::::0 ~ < )> ::::0 JT1 (/) s: )> ::::0 ~ Z r c ~ JT1 ::::0 m:>.". "'\ E. T. CAUDELL ~ASSOCIATES, INC. 2321 PIN OAK LANE EAST CLEARWA"fER, FLORIDA 33759 (727) 799-9778 I LEGEND I EXIST. ELEVATION 'I EXIST. CONTOUR I NEW ELEVATION + 10.00 LEGAL DESCRIPTION HIP29 5, RANGE15E N'" '.. 1/ 5.'...'. T'." ..'''. ..: i' .'. '_.:.. . . , , N~! i <>; eTI LOTS 1 THROUGH 6, INCLUSIVE, BLOCK 2, R.J. BOOTH SUBDIVISION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 9, 22, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA: AND LOTS 1 THROUGH 10 INCLUSIVE, BLOCK 2, MRS. SARAH McMULLEN'S SUBDIVISION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 41, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; L ARWATER ITY OF \ -----10---- NEW CONTOUR - II EXIST. STORM SEWER ,. NEW STORM SEWER ------- NEW UNDERDRAIN 1 ......................., LESS AND EXCEPT THE SOUTH 10 FEET OF LOTS 6, 7, 8, 9, AND 10, BLOCK 2, OF SAID MRS. SARAH McMULLEN'S SUBDIVISION; AND THE SOUTH 10 FEET OF LOT 6, BLOCK 2, OF SAID R.J. BOOTH SUBDIVISION; AND THE EAST 10 FEET OF LOTS 1 AND 10, BLOCK 2 OF SAID MRS. SARAH McMULLEN'S SUBDIVISION, CONVEYED TO THE CITY OF CLEARWATER FOR RIGHT -OF -WAY PURPOSES BY DEED RECORDED IN OFFICIAL RECORDS BOOK 4138, PAGE 116, PINELLAS COUNTY, FLORIDA. EXIST. SAN. SEWER I NEW SAN. SEWER I, .'_'_'_1_1_1_1. .' - I.; I Il I I. ' II ~ EXIST. WATER SERVICE ~ .., r. ::2: ,........_,-...... '.........,_..........., ~ _~....,,. ;' I i I :'; I , ! ~TRFrT J\../l I I U IJ I! I I I I j NEW WATER SERVICE -...............- L ON t"s I I ,~ .., UJ :> -<(. .. -<(- .z :c, ; ~,! -1 -<l. :> ...J ~ Il. . 2;}J ,I':; -,. --'-.- 2'; ,. i!~ I i I ; t , 1 ic'i l~i ! 11 10 ~ ! 81 i\) NEW INLET . fa I I- .. ..' "-"---~r''''--'''',__, .. Q:. o Z .'~ " ",; ~.-( i ;L~ i i'i . -" \5 l S , ....m...-T'~~.J;-.."~~-~.. I ; I i DREW s'.....-.- Tr"('~ ~ T NEW ASPHALT 2-7 ~0 . NEW SAN. MANHOLE 2' ! -:- ; ; ; i .. I ,., 'J! ':, C.O, .'_I_'-fi)-'_'-'. -"-"'-,. ~... I;:>:': '>C:.' L, ___I _..... I NEW CLEAN-OUT(C.O.) NEW BUILDING AREA " ,'.. .-- P e,j ~ DREW " ~ ',"! " ,!~ i ! I ,! ,.. ...' ;~ t) ~ .~ -~ !,.,- ,~ ....... "~ --- --~n (b,..LTj.,t--lli'''''T' ....r-l--. -j-- ., ;> , ,-...,---' ~ ~--,--j \ : r-~,t-:.- ~ i ,,; I--;! ~ < InuhVl ~'li'I.lI-t' ~u I ~ ~ I ! I I L,_:),~tl:Gt_i! !~ :~....I r;Rnv~ ~~ S1REEl - , iiJ:V//U////// ~ ! .! ( \ T , I ' ~ > 0. .' '. /0 '~'/1 A, < ~ ",- ",! i' l' ,tJtIA '~' ..... ' ?~./ V7':'. 7, I .... R i,,-_!...J ,., ....... ";c -'/ i~ ,.. .. .\l / . \ 1('..., ,-= ,> ~ ST REET ~ __ N.E.":" 1 \Z - " l4lfRA S~,ET IIH \J'-I C.\ ~ ., .' I I - I ". I ., ,n~.. . \''''''''\'1 """ I......" ,I ....j fl -~~ ! ([) --.. .....-.-., ~\ ~ 1.--~'T.'._-.' -:-'; ,.----q. . .~_.- ~ \\ p; ~ q IJ '.. \","\ ............... I., ,; '1 p~ " ~ .. i - ! 'IIIIl ~ ,j, I ~- ~ ! pi!! ~ [ ! : i \ i i t : " ~. ~ ~; ~~ NEW CONCRETE I. ". I . ...... I ....,1 ;';.1!';' ~~..~m8~<~~"";" NEW PERVIOUS CONCRETE TEMP. SILT BARRIER ------------- ~ ~ .; ~ <: NEW DECORATIVE FENCE ~ POINT OF CONNECTION ~ A OF NEW UTILITY TO EXIST. ~ .' i i ~ , ~ c. ~ i - --~ -~~ , ~;'570 I L, __ ,;y'_: >! '\ .~, \ ... M B.F.P.D. F.H.A. F.D.C. T.B.O. T.&V. METER BACKFLOW PREVENTION DEVICE FIRE HYDRANT ASSEMBLY FIRE DEPARTMENT CONNECTION TEMPORARY BLOW-OFF TAP AND VALVE II Ii ..,.. LAURA ~.3t)28 ~'~ ,.~ .... ' "- :--.,~ 2. 60 '" "J ,! ";: ;.:~~- " ClEVL"LAND .~_ ':'.."._.. ..--J L_~>",..j ~ ;)~~'-...J C - 3 Ii' i Ti ' . iI ~!l+=i L,r:- ',~ I :' C'TT'''',T'T1 .~ . '.,...1 (,,,_; L, ,J :....,.,,,, ?;,,~, ,: ,L,,; " : i I (i\L;~i' \=l ~3 TH l,I,..I","~O ,PILPtl ST :;/;'.:':':' fi~~",.,....,.! ""'~h~;.' .r'rPARI< 5T .~.. " .. I~', '~,A",,:,:, \./'\\ i,ii~ il~ .....- ~..~ r~'~-:-: .::';"1 . "'~j f I,.......... ~ '--~:; -i..; ;, ~ Z ,,~ il': c" ~ ! ~ 1''',' -.-, ~ i _ iLl r"'6--"-- n -..--~_...J ::L 7f? H :=: ""i -', / / ,. ['''DESIGN' In~ j~~'\.." 1~~~~ ~PER.MITTING fh"~'.C'lfl\., ""'TR!-f" L-l ~ffi;j;.. tJ~~ f'~ ZONING: SITE DATA ~~~);;.L"'...4!iS-W"1j'..;l-i.'~!;'"'..,..4::~~,,,...\'l."':.~.1.~~~"!.1:4I"-";-""-:l'!ih'''.t;~.';f'''1f1''"'"""'~,"~:,r--."i.~~..~..~~,",:,.:. .,._,.""",.. ..i";<;::\.c.;,...,!;~~4."l;i;"";-u..~~..I'l'j~....~~"'......""'!"""=,"~~~..,i! PROPOSED (P) i REQUIRED --'-'--"-"-'--'1---"'-~ DiD I , PER DOWNTOWN DISTRICT I t ; i INDEX OF SHEETS EXISTING (E) C1.1 CIVil SITE DATA C1.2 CIVIL SITE SPECIFICATIONS C2.1 DEMOLITION SITE PLAN C3.1 CIVIL SITE PLAN C5.1 UTiliTIES & DRAINAGE SITE PLAN~WEST HALF C5.2 UTiliTIES & DRAINAGE SITE PLAN~EAST HALF C6.1 CIVIL SITE DETAILS C6.2 CIVil SITE DETAilS V~~ o ",."_...,,. ".",_, '. . .'.'..__"" ".". ,..... .-.."..-,;~.~. -'--J' ,.-," ,'.,,_.... ',.".~~-" .... ,,..- LAND USE: CBO CBD CBO USAGE: VACANT RESIDENTIAL PROJECT AREA: 151.517 S.F. 3.48 ACRES 151,517 S.F. 3.48 ACRES N/A ",~,,"',","""~~T___<' ,.,~.."'"" ..".,.............<.,....^"~,.......-""_T......"'",' "^'.....,.......".,........"..........""~.....""""'__....."",..,.....',...~,...""'"'",..,...,..,,,.,.....,.....,.<.,...~'~~........_ -......,...""'..'"'"'.....>-,_____....,....^.",............."..,__-,_,Y;,..,.,......"",.~,_,.,_"~...... """""'___~,.,...._,.,....-~ ~_...,-"_ .'~_."r ~ F._'_~_'.~ SITE PlAN APPROVED CASE.if FLS2.ooo-o7031 CASE lYPE FL...S ORe DATE ~ CDB DATE - ~-- - SIGNATURE~~ DATE , ;2..- {- 00 ~ ~ <( l- e w I- - U) ..J - > -- o BUILDING COVERAGE: (S.F. & % OF GROSS SITE) O' _~." ,_ ... ~',"_""., .,._. ,. '..~..'.n__.....,..'_..H...._ .,..~~..." ..,,_....,'~,...'..h_._..' ,,,...............,,'~_,., "'~'".....~...,.~_.....,..,....."...~.....~_~.,., .."~."v_ ......._..." ..,._.".....". ~..._....., ',.~.".....A....__.~..., ..,.~_t,.,.. ".".--."" ,-, ...' .."'~....."-...." -, ..".< ..... ..... ,.-. ,. GROSS FLOOR AREA (S.F.): F.A.R.: 38,432 S.F. 25.36% N/A 76.864 S.F. 0.507 2 MAX. o' FRONT: N/A N/A N/A 0.85' _.__.k_'"...__."k_____..~L~_,__,.....~,,__,.....__.. --,,"', "",,,~_~,,"'_',_..,, c_....w..~L.~w_,.,~,.."..,_.,~"_........ ........ .,..'.......M...' ,.,"..._..",..,N.L~,.,...".......~.."",..,,,....,-,... . 1 I SETBACKS: SIDE: N/A N/A REAR: FLOOD ZONE INFORMATION ......,.._,..~ ~~,?_~,!,,:.,_......~....--._.._.........._,--_..,_. ....-..-....." ...'......,.......... ......,...-., ,-"..._~,....,-_...,_..._......,,~I...~,.....,..".............., .'..,.............'. .........',., ". PAVED VEHICULAR USE AREA: .. ......, . ,..~y :,~:, ~...2.,,~"..._,.... "^'~..M'"""""" ..'~,_.._.....'...~.,,__..... .....~.."..___"... ...~".._. m' ..,",....-........,_"..............}:~L~"... ...,^.....- ....'.. ...... ....,...., . IMPERVIOUS SURFACE RATIO: 23.590 S.F. (I.S.R.) 0.156 A.C. 36' MAX. 6 STORY N/A 32.097 S.F. 97,535 S.F. 0.644 53,982 S.t. 35.63% 5.758 S.t. 17.9% 2/UNIT 92+4HP=96 ".'-"""H.~ " ._....._.,.._-"'""..".~. .. ,.._._.."._,....,._~........_,_"...,._........__.......".....~..-,.,..._....'_,........."_'..,.,.,._____,'_,.-..."....._.-_,_,~,,...,.... "._..,...,..........,....."".,._._............~,.,....,"..,_~,_...~,._.,"'___.-....,.-..v....."-"'.._,......,. ~ ".-",.,.,... I I I ,", THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE X PER FLOOD INSURANCE RATE MAP 125096 0015 0 MAP REVISED: 8/19/1991. CITY OF' CLEARWATER. FLORIDA. N/A 3,210 S.F. 10.0% N/A OPEN SPACE: 127.927 S.F. (s.r. & % OF GROSS SITE) 84.4% .m..... .....,..._','-<"~.....''",,.... ..... .~. ,_, ""~'",.o>..~ ..,... .....".......,... ....".."... ....._"',~....."'.."",............"-........,...,. ..". '" ..,...."~~"_.,.""...,......,............ ~,........~ ........'" ,..." .............'....'v.......,"". ....._..'-....,',~.........,-" ............."~,,.~. .'_>. "'.. .......c'''"..........,_. '" .,......",...". , ., '.. ,j~" .' . PARKING LOT INTERIOR LANDSCAPING: ...,<. .,.,~,~.!..:..,~"'_ ~....~~.,~,:y~!::~,_".., _..".."",. _",,,,,,,'''''....n, ... _<n..,."^"_..^..^_^_~~"."'... ..n....c...'.. ..n_. THIS DRAWING IS AN INSTRUMENT Of SERVICE AND SHALL REMAIN THE PROPERTY Of THE ENGINEER. AND SHALL NOT BE REPRODUCED, PUBUSHEI) OR USEQ IN !>NY WAY WITHOUT THE CONSENT Of ENGINEER. !,~> YRIGHTZOO3' NOT PUBUSHED PARKING: 1-1.5/UNIT o . .. .. _ ,.... _,._. ".....c' ,~,.....-".".... _,.,,"'-..._, '""..~.'....... ~,.,......~'., ,""'.'~'''. ........,,""'...,~.._,.,,'.....'........,""l...,." ..n'.',...'..... ....,"- "'~'.'" "',,--. "" .""..........' ,,,~,,"-."""',",,"'-"'--~'- .~-,,~,........,.''''...,..~.~,,-...,.~,......,,-..-. . .~"..-." ..... "'-""- ...,-- ., "'''-'''' ..- ..~. ~t 00 .j!' co \J 'Ii:. I . <oO\J ~Z "'t- ~ -A" ""~ 1"40 'l~ t:z xi :!@ ~:x: <oO~ co I- 1"4~ IW ;z ""'.:.i -- i'.e ~, S~ c;; HI t I' ~~\..," ". CI) l- LL o ..J Z o I- Z o c SURVEY INFORMATION PROVIDED FROM SIGNED & SEALED SURVEY BY: Eugene T. Caudell. P.LS. II 4821 E.T. Caudell & Associates. Inc. LB II 6492 DATE OF SURVEY: 4/28/03 - I NES Comm.: 0325 I ,Drawn By: A.G.G.J I Checked By: K.H.R.I Ilssue Date: 06/181Q~1 Revisions: No. Date Description 08 14 030RC COMMENTS ~' \ 'It d' ~~7 .c. 1ft 11\ ?"- M M 1-.( :0 ~- .. ~o '^ .... ~.... z- .em ..... "'.e ~~ d~ ,','.,g ,..( 0::1 Iii <00 V ~::; ~ fi: r-~ ; w ::> z W > c( . ct:c.o """)U) ~t-- zM ~M <( tt:C WQ2 :r.:O I- ..J ::>u. ...J zri -W ~..... ~~ z<( oW 0-1 :y-O -...../ - 1.1 S.W.F.W.M.D. / EROSION CONTROL NOTES 1. DURING CONSTRUCTION SEDIMENT IS TO REMAIN ON SITE. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES PRIOR TO INITIATING AND DURING ALL PHASES OF LAND CLEARING AND CONSTRUCTION TO PREVENT SOIL EROSION AND SILTATION. 2. AFTER COMPLETION OF THE PROJECT, THE OWNER SHALL BE RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE STORMWATER FACILITIES. ACTIONS INCLUDED SHALL BE REGULAR MOWING, WITH PICKUP OF THE CLIPPINGS, OF THE GRASS AREAS, PLUS PERIODIC INSPECTIONS AND REMOVAL OF DEBRIS, TRASH, ETC. THAT MAY BLOCK THE OPENINGS IN THE INLETS. 3. ALL DISTURBED AREAS NOT SHOWN ON THE PLANS SHALL BE RESTORED TO NATURAL CONDITIONS OR BETTER, AND SODDED. 4. ALL SIDE SLOPES OF SWALE AREAS SHALL BE STABILIZED BY VEGETATION OR OTHER MATERIALS TO MINIMIZE EROSION AND PROTECT THE STORMWATER BASIN. NOTE: REOUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS 400-4 &: 400-40 FAC. AND CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A OFFENSE. MAINTENANCE AND OPERATIONS INSPECTIONS FOR STORM WATER DISCHARGe 'AClUTY 1. ALL SODDED AREAS SHALL BE MOWED AND MAINTAINED PROPERLY. 2. IF DAMAGE TO THE SYSTEM DOES OCCUR, THE SYSTEM SHALL BE RECONSTRUCTED IN ACCORDANCE WITH THE APPROVED PlAN. EROSION AND SILTATION CONTROL NOTES 1. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER BERMS, FILTER FENCES, BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES, MUST BE INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS. SUCH SYSTEMS SHALL BE FULLY OPERATNE AND INSPECTED BY THE ENGINEER BEFORE Nf( OTHER DISTURBANCE OF THE SITE BEGINS. 2. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VlCINI1Y OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, AND WHICH MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION. 3. SEDIMENTATION BASIN: THE CONTRACTOR WILL BE REQUIRED TO PROHIBIT DISCHARGE OF SILT THROUGH THE INLETS DURING CONSTRUCTION. 4. SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CHANNELS LEADING FROM lltE SITE SHALL BE SODDED WlTHIN (3) DAYS OF EXCAVATION. ALL OTHER INTERIOR SWALES, ETC., SHALL WILL BE SODDED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 5. PROTECTION AND STABILIZATION OF SOIL STOCKPILES: FILL MATERIAL STOCKPILES SHALL BE PROTECTED AT ALL TIMES BY ON-SITE DRAINAGE CONTROLS WHICH PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM SUCH STOCKPILED MATERIAL, MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT. IN NO CASE SHALL UNSTABIUZED STOCKPILE REMAIN AFTER TEN (10) CALENDAR DAYS. 6. MAINTENANCE: All EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED REGULARLY, ESPECIALLY AFTER EACH RAINFALL AND SHALL BE CLEANED OUT AND/OR REPAIRED AS REQUIRED BY THE CONTRACTOR. WATER SYSTEM NOTES 1. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 2. ALL WATER SYSTEM WORK SHALL CONFORM TO CITY AND HEALTH DEPARTMENT GUIDEUNES AND SPECIFICATIONS. 3. ALL PVC WATER MAINS 6" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA C-900 (LATEST EDITION) AND MEET THE REQUIREMENTS OF SDR 18 IN ACCORDANCE WITH ASTM 02241. 4. WATER MAIN PIPING 4" AND LESS SHALL BE SDR 14 PER ASTM 02241 LATEST EDITION. 5. WATER SERVICE PIPING LESS THAN 1-1/2 INCH DIAMETER SHALL BE GRADE 1, TYPE 1 , SCHEDULE 40 PVC PER ASTM 01785, WITH JOINTS COMPLYING WITH ASTM D2466. 6. ALL FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED SLEEVE TYPE JOINTS. 7. ALL GATE VALVES 2" AND LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE 1YPE COMPLYING WITH AWWA CS09. MIN WORKING PRESSURE 200 PSI UNLESS OTHERWISE INDICATED, AND SHALL BE UL/FM USTED. 8. VALVE eoXES APPROVED BY CITY SHALL BE PROVIDED FOR ALL VALVES INSTALLED UNDERGROUND. lltE BOX SHALL BE ADJUSTABLE TO FIT THE DEPTH OF COVER OVER lltE VALVE AND SHALL PREVENT THE TRANSMISSION OF SURFACE LOADS DIRECTLY TO lltE VALVE' OR PIPING. THE VALVE BOX SHALL BE PROVIDED WITH A COVER MARKED "WATER", WHICH SHALL BE CONSTRUCTED SO AS TO PREVENT TIPPING OR RAffiING. 9. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER SERVICE L'lTERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION. 10. BACK FILL MATERIAL SHALL BE P~CED BY HAND FROM THE BOTTOM OF THE PIPE TO 1 INCH ABOVE THE PIPE AND SHALL BE THOROUGHLY COMPACTED BY MECHANICAL HAND TAMPERS. FROM 1 INCH ABOVE THE PIPE TO THE SURFACE, BACK FILL MATERIAL SHALL BE PLACED IN 6 INCH LIFTS AND COMPACTED TO 100% T -99, OR AS DIRECTED BY THE ENGINEER. 11. THE IRRIGATION SYSTEM SHALL HAVE COLOR PIPING AND LABELING ON THE PIPE TO ENSURE DIFFERENTIATION FROM POTABLE WATER PIPING. WATER SYSTEM TESTING AND AND INSPECTION REQUIREMENTS 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTION, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. 2. NEW WATER MAINS AFTER COMPLETION OF INSTALLATION OF NEW WATER MAINS, PRESSURE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE LOCAL JURISDICTION WATER SYSTEM STANDARDS AND SPECIFICATIONS. CONTRACTOR TO PERFORM CHLORINATION. SAMPLING OF NEW WATER MAINS SHALL CONFORM WITH COUNTY PUBLIC HEALTH UNIT REQUIREMENTS AND RESULTS FORWARDED TO THE ENGINEER. UNDER NO CIRCUMSTANCES SHALL A NEW WATER SYSTEM BE PLACED INTO SERVICE UNTIL CERTIFICATION BY THE ENGINEER HAS BEEN COMPLETED AND A RELEASE FROM COUN1Y PUBLIC HEALTH UNIT HAS BEEN ISSUED. WATER/SEWER CLEARANCE REQUIREMENTS VERTICAL CLEARANCE AT CROSSINGS. GRAVllY SEWERS OR FORCE MAINS CROSSING UNDER WATER MAINS SHALL BE LAID TO A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER JOINTS AND WATER JOINTS WILL BE EQUIDISTANT FROM THE POINT OF CROSSING WITH NO LESS THAN 10 FEET BETWEEN ANY TWO JOINTS. WHERE THE MINIMUM 18 INCH SEPARATION CANNOT BE MAINTAINED, A SECTION OF DUCTILE IRON PIPE SHALL BE PLACED CENTERED ON THE POINT OF CROSSING FOR A MINIMUM OF 10 FEET ON EITHER SIDE OF THE CROSSING. ,- HORIZONTAL SEPARATION BETWEEN PARALLEL LINES. A) GRAVI1Y SANITARY SEWERS SHAlL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN. THE DIISTANCE SHALL BE MEASURED FROM EDGE TO EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10-FT SEPARATION, THE WATERMAlN SHALL BE INSTALLED IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER AND AT AN ELEVATION SO THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, AND THE WATER AND SEWER JOINTS SHALL BE STAGGERED. B) FORCE MAINS SHALL BE INSTALLED AT LEAST 10 FT. HORIZONTALLY FROM AN'( EXISTING OR PROPOSED WATER MAIN. GRADING AND DRAINAGE NOTES 1. ALL DELETERIOUS SUBSTANCE MATERIALS, (I.E. MUCK, PEAT, BURIED DEBRIS), IS TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS, OR AS DIRECTED BY THE OWNER'S ENGINEER, OR OWNER'S SOIL TESTlNIG COMPANY. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS, OR AS DIRECTED BY OWNER'S ENGINEER. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATION AGAINST COLLAPSE AND WILL PROVIDE BRACING, SHEETING, OR SHORING. AS NECESSARY. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. DEWATERING SHALL BE USED AS REQUIRED. 3. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE ClASS III (ASTM C-76) UNLESS OTHERWISE NOTED ON PlANS. 4. PVC STORM P:?E, 12" AND SMALLER SHALL CONFORM TO AWNA C-900, ClASS 150 STANDARDS, UNLESS OTHERWISE NOTED. 5. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H-20 LOADING. 6. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTIOt~ SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY. 7. ALL STORM STRUCTURES SHALL BE GROUTED TO THE INVERT ELEVATION(S) OF THE STORM PIPES(S). STORM PIPE SHAll BE SAW-CUT EVEN WITH THE STRUCTURE WALL(S) GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FINISH. PAVING, GRADING & DRAINAGE TESTING AND INSPECTION REQUIREMENTS 1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S SOILS ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL 2. THE CONTRACTOR SHAlL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT. 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPUCABLE TESTING WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT TO THE TESTING SCHEDULE REQUIRED BY THE CITY OF CLEARWATER. UPON COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. WORK WITHIN RIGHT OF WAY NOTE ALL WORK WITHIN BOTH THE PINELLAS COUNTY AND CITY OF CLEARWATER TIGHTS OF WAY REQUIRES A TIGHT OF WAY PERMIT. THE CONSTRUCTION WITHIN THE R.O.W. MUST MEET COUNTY OR CITY STANDARDS AS APPUCABLE. LANDSCAPE NOTES 1. ALL LANDSCAPE MATERIAL SHALL BE FLORIDA GRADE #1 OR BETIER, SELECTED FROM CITY OF CLEARWATER APPROVED SPECIES LIST. 2. REQUIRED SHADE TREES SHALL BE A MINIMUM OF 10' HIGH, 2.5" CALIPER AT THE TIME OF PLANTING. TO PROMOTE DIVERSITY, AT LEAST 3 DIFFERENT SPECIES SHALL BE UTILIZED. 3. REQUIRED ACCENT TREES SHALL BE A MINIMUM OF 8' HIGH, 2" CALIPER AT THE TIME OF PLANTING. 4. REQUIRED HEDGES IN THE PERIMETER BUFFER SHALL BE A MINIMUM OF 18-24" HIGH AT THE TIME OF PlANTING. PLACED AT 3' O.C., AND MAINTAINED AT 36" IN HEIGHT. 5. INTERIOR SHRUBS SHALL BE A MINIMUM OF 14-24" HIGH, PlANTED AT 30" O.C., WITH A 3 GALLON MINIMUM. 6. WHERE lANDSCAPE OR REPlANT TREES ARE PROPOSED TO BE PLANTED IN THE PERIMETER BUFFER, THE BUFFER MUST BE A MINIMUM OF 5' WIDE. 7. NEW LANDSCAPING MUST BE PROTECTED FROM VEHICULAR MOVEMENT BY WHEEL STOPS. RAILROAD TIES, OR OTHER SUITABLE BARRIER. WHERE POSSIBLE, THE AREA BETWEEN THE BARRIER AND LANDSCAPING MATERIAL SHOULD REMAIN AS GREENSPACE. 8. IRRIGATION SYSTEMS SHALL UTILIZE LOW VOLU ME: DESIGN SUCH AS LOW TRAJECTORY HEADS OR SOAKER HOS[S TO PROVIDE DIRECT APPLICATION AND LOW EVAPORATION AIND MUST HAVE A RAIN SENSOR DEVICE OR SWI1 CH WHICH WILL OVERRIDE THE IRRIGATION CYCLE OF THE SPRINKLER SYSTEMI WHEN ADEQUATE RAINFALL HAS OCCURRED. WATER SUPPLY SHALL BE PIPED TO EACH INDIVIDUAL PLANTER ISLAND, AND IN NO' CASE. SHALL ANY PLANTED VEGETATION AREA BE MORE THAN 50' FROM A WATER SUPPLY HOSE BIBB.* SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED WATER SHALL BE USED (UNLESS UNAVAILABLE) AS A SOURCE OF IRRIGATION WATER. * ANY AND ALL USE OF HOSE BIBBS IN ASSOCIATION WITH NON-POTABLE WATER SUPPUES SHALL BE IN FULL COMPLIANCE WITH SBCCI STANDARD PLUMBING CODE, CHAPTER VI CRITERIA REFERENCE COLOR CODING OF ABOVE GRADE RISER PIPING AND LABEL/TAGGING OF OUTLETS AS NON-POTABLE WATER SUPPLY. 9. TREES PLANTED UNDER OVERHEAD OBSTRUCTIONS (i.e. POWER LINES) MUST BE CHOSEN FROM A SPECIES ON THE CI1Y OF CLEARWATER APPROVED SPECIES LIST THAT IS COMPATIBLE WITH THE SPATIAL/HEIGHT RESTRICTION. 10. PROTECTIVE BARRIERS SHALL BE PLACED AROUND ALL PROTECTED TREES PRIOR TO CONSTRUCTION ACTIVITIES AND SHALL REMAIN IN PLACE DURING CONSTRUCTION. THEY SHALL BE NO LESS THAN REQUIREMENTS STATED IN SECTION 3-120SE OF THE CLEARWATER COMMUNllY DEVELOPMENT CODE. IRRIGATION NOTES THE IRRIGATION CONTRACTOR SHALL PROVIDE A;~ UNDERGROUND IRRIGATION SYSTEM TO COVER 100% OF ALL ON SITE PLANTING AREAS. THIS SYSTEM SHALL CONTAIN BUT NOT BE LIMITED TO THE FOLLOWING: 1. UNDERGROUND PIPING, SHALL BE PVC SCHEDULE 40 OR BETTER, 2. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE lONES. 3. SPRINKLER HEADS COMPATIBLE WITH THE TYPE OF PLANTING. 4. ELECTRIC VALVES. 5. GAUGE 14 UF COPPER WIRE. 6. FIBERGlASS OR PLASTIC ZONE VALVE BOXES. WHERE PIPING IS UNDER DRNEWAY AND CONCRETE WALKS, THE PIPES SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE. MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACTURED BY RAIN BIRD OR APPROVED EQUAL. THE CONTRACTOR SHALL SUBMIT A SYSTEM ~Y-OUT ALONG WITH CATALOG SHEETS OF ALL COMPONENTS IN THE SYSTEM TO THE OWNER FOR APPROVAL PRIOR TO INSTALL4.TION. THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE OWNER. NOTE TO CONTRACTOR THE CONTRACTOR SHALL PROVIDE A CERTIFIED RECORD SURVEY, AT THE COMPLETION OF CONSTRUCTION SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD SURVEY S'1ALL SHOW FINAL GRADES FOR RETENTION BASIN(S), CONTROL STRUCTURE(S), INLETS & PIPES WITH TOP & BOTTOM ELEVATIONS, INVERTS & DIMENSIONING OF SLOT & BAFFLE. LOCATIONS OF ALL UTILITIES INCLUDING THE SANITARY SEWER AND WATER PIPING. THE CONTRACTOR SHALL PROVIDE TWO COPIES OF THE CERTIFIED RECORD SURVEYS TO THE ENGINEER. THE AFOREMENTIONED RECORD SURVEY SHALL BE SUFFICIENT ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING JURISDICTION. CONTRACTORS RESPONSIEfILITY NOTE 1. TRENCH EXCAVATION - INCLUDE OSHA STANDARD 29 CFR, SECTION 1926.650 SUBPART P, WHICH IS NOW A PART OF LAWS OF FLORIDA CHAPTEF 90-96. - THE CONTRACTOR SHALL PROVIDE WRmEN ASSURANCE OF COMPLIANCE WITH lltlS LAW. - A SEPARATE COST ITEM IDENTIFYING THE CO'::T OF COMPLIANCE. - A TRENCH SAFETY SYSTEM SHALL BE DESIGt-ED BY THE CONTRACTOR, AND APPROVED BY THE ENGINEER. 2. ALL RETENTION AREAS, STORM SEWER PIPING, STORM SEWER STRUCTURES, ETC. MUST BE IN PLACE AS PART OF THE FIRST P~'\'sE OF CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOF TO ACCOMMODATE POSITIVE DRAINAGE THROUGHOUT CONSTRUCTION TO AVe) FLOODING OF THE ADJACENT PROPERTIES. ANY FLOODING THAT MAY OCCUF DUE TO HIS WORK WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOF: 3. THE USE OF ELECTRONICALLY STORED DATA IS INTENDED FOR INFORMATIONAL PURPOSES ONLY AND NOT TO BE USED FOR CONSTRUCTION. CONTRACTOR MUST UTILIZE SIGNED AND SEALED DOCUMEN-r.; FOR CONSTRUCTION. SANITARY SEWER NOTES 1. ALL SANITARY SEWER MAINS & SERVICE LATERALS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 2. ALL DUCTILE-IRON PIPE (DIP) SHAll BE AWWA C1S1, WITH CEMENl MOI.nAR LINING COMPLYING WITH AWWA C104; CLASS 50 UNLESS OTHERWISE INDICATED. FITTINGS SHALL BE DUCTILE-IRON, AWNA C110; CEMENT LINED, AWWA Cl04; AND RUBBER-GASKET JOINTS, AWNA C111. 3. ALL SANITARY SEWER MAINS &: SERVICE LATERALS SHALL BE CONSTRUCTED OF Pv'C PIPE, ANSI/ASTM 03034, lYPE PSM, SDR 35. PIPE JOINTS SHALL HAVE RUBBER GASKETS PER ASTM 03212. ALL SANITARY SEWER PIPELINES SHALL BE SOUD GREEN IN COLOR. " 4. ALL SANITARY SEWER WORK SHALL CONFORM TO CI1Y AND DEP REGULATORY STANDARDS AND SPECIFICATIONS. 5. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING LINES OR APPURTENANCES, THE CONTRACTOR SHAU. VERIFY LOCATION AND ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF ANY CONFUCTS OR DISCREPANCIES. 6. ALL SANITARY SEWER MANHOLES, CASTINGS, AND COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING. 7. THE CONTRACTOR SHALL REMOVE BY PUMPING, OR OTHER DEWATERING MEANS APROVED BY THE ENGINEER, ANY WATER ACCUMULATED IN TRENCH EXCAVATION. 8. THE CONTRACTOR SHALl INSTAll All BRACING, SHEATHING, AND SHORING NECESSARY TO PERFORM AND PROTECT ALL EXCAVATIONS INDICATED ON THE PLANS, AS REQUIRED FOR SAFETY OR AS DIRECTED BY THE ENGINEER, OR TO CONFORM TO GOVERNING SAFElY LAWS. 9. BACK FILL MATERIAL SHAll BE PLACED BY HAND F:~OM THE BOTTOM OF THE PIPE TO 1 INCH ABOVE THE PIPE AND SHALL BE THOROUGHLY COMPACTED BY MECHANICAL HAND TAMPERS. FROM 1 INCH ABOVE THE PIPE TO THE SURFACE, BACK FILL MATERIAL SHALL BE PLACED IN 6 INCH LIFTS AND COMPACTED TO 100% T -99, OR AS DIRECTED BY THE ENGINEER. SANIT ARY SEVIER TESTING AND INSPECTION REQUIREMENTS 1. All GRAVITY SEWER PIPING SHALL BE SUBJECT TO' A TELEVISION INSPECTION BY THE OWNER'S CONTRACTOR. CONTRACTOR TO NOTIFY THE' FN~INFFR 4R HOIIR<:; IN ADVANCE TO SCHEDULE INSPECTION. 2. THE CONTRACTOR SHAll PERFORM AN INFILTRATION OR EXFILTRATION TEST ON ALL GRAVITY SEWERS INSTALLED IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION. MAXIMUM ALLOWABLE LEAKAGE RATE: 10'0 GPO PER INCH PIPE DIAMETER PER MILE. TEST RESULTS ARE TO BE SUBMmED TO THE REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBllI1Y. ... ~"U~b wo I k:~ 1. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING PATTERN TO THE ENGINEER FOR APPROVAL. 2. THE CONTRACTOR IS TO PROVIDE A 1/2" PREFORMED BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER, AT ABUTMENT OF NEW CONCRETE AND ANY EXISTING STRUCTURE OR CONCRETE PAVEMENT. 3. ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN COMPLIANCE WITH FOOT STANDARD SPECIFICATIONS 971-12. 4. THE CONTRACTOR IS TO INSTALL AN EXTRA 6" OF BASE MATERIAL AROUND THE PIPE WHEN THE DISTANCE BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS THAN TWELVE (12) INCHES. 5. STANDARD INDEXES REFER TO THE LATEST EDITION OF FOOT "ROADWAY AND TRAFFIC DESIGN STANDARDS," OR CITY OF CLEARWATER. 6. PAVEMENT IN THE PARKING STALLS SHALL CONSIST OF 1" ASPHALT, lYPE S-3 ON 6" LlMEROCK OR CRUSHED CONCRETE BASE (MIN LBR 100) COMPACTED TO 98% OF MAXIMUM DENSITY, ON 12" SUB-BASE (MIN LBR 40) COMPACTED TO 98% OF MAXIMUM DENSITY PER MSHTO T -180. PROPERTIES OF ASPHALT IN PLACE TO COMPLY WITH FOOT 331. MIN DENSITY TO BE 95% OF MARSHALL LAB DENSITY 7. PAVEMENT IN THE DRNEWAY SHALL CONSIST OF 3/4" ASPHALT, TYPE S-3 OVER 1-1/2" TYPE S-l ASPHALT, ON 8" LlMEROCK OR CRUSHED CONCRETE BASE (MIN LBR 100) COMPACTED TO 98% OF MAXIMUM DENSITY, ON 12" SUB-BASE (MIN LBR 40) COMPACTED TO 98% OF MAXIMUM DENSI1Y PER MSHTO T -180. PROPERTIES OF ASPHALT IN PLACE TO COMPLY WITH FOOT 331. MINIMUM DENSllY TO BE 95% OF MARSHALL LAB DENSITY. 8. PAVEMENT IN THE CAR WASH AREA SHALL CONSIST OF 3-1/2" CONCRETE TURF BLOCK, OVER 2" SILICA SAND COMPACTED TO 98% OF MAXIMUM DENSllY ON 12" SUBGRADE COMPACTED TO 98% OF MAXIMUM DENSITY. 9. PAVEMENT IN R.O.W. SHALL CONSIST OF 6" CONCRETE, FOOT CLASS I, 3000 PSI REINFORCED W / 6X6-W1.4XW1.4. SEE SHEET C6.1 FOR DETAIL. 10. PAVEMENT REPAIR IN STREET AND DRNEWAY WITHIN R.O.W REQUIRED FOR UTILITY CONSTRUCTION; SEE CITY OF CLEARWATER INDEX #104 1 OF 1. (SEE DETAIL SHEET C6.2) \ . CLEARING AND GRUBBING NOTES 1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE OWNER. 2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNIING ACTUAL CONSTRUCTION IN ACCORDANCE WITH THE SOILS TESTING REPOIRT. COPIES OF THE SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING COMPANY QUESTIONS REGARDING SITE PREPARATION REQUIREMlENTS DESCRIBED IN THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTINlG COMPANY, 3, THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION. DISTURBED AREAS SHALL BIE SEEDED, MULCHED, OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AIND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY "GRADING BY HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN. 6. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY EXISTING STRUCTURES. 7. IT IS THE CONTRACTOR'S RESPONSIBILl1Y TO NOTIFY ALL UTILITY COMPANIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING. 8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REIMOVAL OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH THE PlANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE OIWNER AND REQUESTING A CLARIFICATION OF THE PLANS PRIOR TO DEMOLITION. 9. DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC. WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. 10. ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMIPLEMENTED PRIOR TO THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. 11. WHEN CONSTRUCTION IS COMPLETED, THE RETENTION/DETENTION AREAS WILL BE RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE-SODDED IN ACCORDANCE WITH THE PLANS. 12. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, SH,[ETS. STORM SlWERS. WATERWAYS. AND EXISTING WETLA.NDS. TREE PROTECTION AND PRESERVATION NO GRADE CHANGES SHALL OCCUR WITHIN THE CANOPY DRIPLlNE OF PINE TREES AND 2/3 THE CANOPY DR1PLlNE OF HARDWOOD TREES TO BE SAVED. \ WHEN THE SITE IS READY FOR CLEARING, THREES SHALL BE PROTECTED FROM LAND CLEARING EQUIPMENT AND MATERIALS. * THE AREA AROUND THE TREE PROTECTED t!Y THE BARRICADE SHALL KEEP EQUIPMENT AND MATERIALS OFF THE TREE ROOTS WHICH CAN COMPACT THE SOIL, DAMAGE ROOTS OR SCAR THE TRUNK. GRADING OVER ROOTS OR ADDING FILL (MORE THAN 4 INCHES) CAN KILL MOST TREES IN FLORIDA. THE BARRICADE SHOULD STAND AS A SIGNAL AGAINST CERTAIN PRACTICES: NO STORAGE OF EQUIPMENT OR MATERIALS INSIDE THE BARRICADE. NO DUMPING OF PETROLEUM PRODUCTS, HERBICIDES OF OTHER CHEMICALS INSIDE THE BARRICADE. . NO BURIAL OF DEBRIS WITHIN 100' OF BARRICADES. NO FIRES WITHIN 10 YARDS OF BARRICADES. THE AREA UNDERNEATH VALUABLE TREES AND INSIDE THE BARRICADE SHOULD BE CLEARED OR WORKED WITH HAND TOOLS. ALL UNDERGROUND POWER, WATER, TELEPHONE LINES, ETC.. SHOULD BE OUTSIDE THE TREE'S DRIPLlNE WHENEVER POSSIBLE. DON'T ALLOW EXISTING TREES TO STAND IN WATER. SUBMERSION OF THE ROOTS FOR PERIODS UP TO 10 DAYS CAN KILL TREES WHICH WILL BE SURROUNDED BY PAVEMENT. ROOTS OF THESE TREES SHOULD BE DEEP-ROOT FERTILIZED BEFORE PAVING. AN AERATION SYSTEM SHALL BE INSTALLED WHERE INCREASES IN GRADE OCCUR ABOVE 4 INCHES AND WITHIN THE DRIP LINE OF AN EXISTING TREE. GENERAL CONSTRUCTION NOTES 1. ALL DESIGN AND CONSTRUCTION OF THIS PROJECT SHALL CONFORM TO THE APPLICABLE CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA D.E.P. AND SWFWMD STANDARDS SPECIFICATIONS, LAND DEVELOPMENT, ZONING AND/OR RELATED ORDINANCES. ' 2. ALL ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC VERTICAL DATUM,1929. 3, LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. 4, THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA. 5. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VAPIOUS UTILITY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION, BY CALLING "SUNSHINE" AT 1-800-432-4770. MINIMUM OF 2 DAYS AND MAXIMUM OF 5 DAYS PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFElY. SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VICINllY OF POWER LINES AND OTHER UTILITIES. 7, ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED AND INSPECTED PRIOR TO BASE AND WEARING SURFACE CONSTRUCTION. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION. 9. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS FOR THIS SITE. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. ALL SHOP DRAWINGS ARE TO BE REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE OWNER'S ENGINEER. 10. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THEM WITH ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 11. SiTE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,400 P,S.1. IN 28 DAYS, UNLESS OTHERWISE NOTED. 12. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THE WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETIER THAN EXISTING CONDITIONS UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED. 13. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND MULCHED TO DOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF GRASS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD, HAVE BEEN OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK, AND OTHER EROSION WORK REQUIRED. WILL BE PERFORMED BY THE CONTRACTOR, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE REGULATORY AGENCY AND ENGINEER OF RECORD. 14. THE OWNER WILL EMPLOY AND PAY FOR THE SERVICES OF AN INDEPENDENT TESTING LABORATORY TO PERFORM SPECIFIED TESTING. LABORATORY SHALL CONFORM TO APPLICABLE REQUIREMENTS OF ASTM C1077, ASTM 03740, ASTM 03666 AND ASTM E329. THE TESTING LAB IS TO SUPPLY THE ENGINEER WITH COPIES OF ALL PROCTOR AND COMPACTION TESTS, CONCRETE TESTS, AND ASPHALT TEST RESULTS. THE TESTING LAB IS TO CERTIFY TO THE ENGINEER, IN WRITING, THAT ALL TESTING REQUIREMENTS REQUIRED BY THE CITY OF CLEARWATER, HEALTH DEPARTMENT, DEP, AND PINELLAS COUNTY, FOR THE IMPROVEMENTS AS INDICATED ON THE CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED. 15. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS AT THE CONSTRUCTION SITE. 16. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE AREAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER. 17 ALL PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE CENTER TO CENTER OF STRUCTURES OR FITTINGS. PIPE MEASUREMENTS FOR MITERED END SECTIONS ARE TO END OF PIPE. 18. EXISTING PAVEMENT SHALL BE SAW-CUT WHERE NEW PAVEMENT IS TO BE ADDED OR EXISTING PAVEMENT TO BE ELIMINATED. 19. ADJUSTMENTS OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WATER METERS, ETC., SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO CLAIM SHALL BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUStMENTS, IF REQUIRED. ~ 20. THE CONTRACTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF 5' FEET'JN DEPTH, SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATlON'~ (OSHA) lRI:.NCH I:.XCAVAflUN SNI:.IY srANDARDS, 2~ CJ .R" S.1926.650, SUBPAR I P, INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS ADOPTED BY THE DEP~RTMENT OF LABOR AND EMPLOYMENT SECURITY (DLES). 21. CONTRACTOR TO COORDINATE THE POINTS OF CONNECTIONS OF THE UTILITIES WITH DIFFERENT SUBS. SITE CONTRACTOR TO CONSTRUCT .THE UNDERGROUND INFRASTRUCTURES i.e. SANITARY SEWER, STORM SEWER, WATER LINES, FIRE LINES, ETC., TO 5' OUTSIDE OF THE BLDG(S). THE PLUMBING CONTRACTOR TO CONNECT AND MEET THE INVERT ELEVATIONS OF THE SAID UTILITIES. ANY UTILITY WORK PERFORMED WITHIN 5' OF THE BLDG. SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR. ALL WORK SHALL COMPLY WITH PU APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES AND REQUIREMENTS. 22. ALL WORK SHALL BE PERFORMED AND FINISHED IN A WORKMANLIKE MANNER TO COMPLETE SATISFACTION OF THE ARCHITECT/ENGINEER IN ACCORDANCE WITH THE BEST RECOGNIZED TRADE PRACTICES. 23. DEVIATIONS FROM THESE PLANS AND SPECIFICATIONS WITHOUT CONSENT OF THE ENGINEER MAY BE CAUSE FOR THE WORK TO BE UNACCEPTED. DEVIATIONS SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER. 24. SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPARATE SUBMITTAL(S) AND PERMITTING. 25. PLAN CONFLICTS, SHOWN OR UNSHOWN, WITH OTHER EXISTING SITE IMPROVEMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ADJUSTMENTS AND PROTECT OR REINSTALL ALL DISTURBED EXISTING UTILITIES, PHONE LINES, POWER LINES. POWER SUPPORT CABLES, SPRINKLER LINES AND CONTROLS, MECHANICAL PIPEUNES OR UNDERGROUND POWER CABLES AND RETURN EXISTING CONCRETE WALKS, DUMPSTE-R PADS, FENCE, HANDRAIL, VALVES, HYDRANTS, GUY WIRES, ELECTRIC BOXES AND PIPELINES WHICH SHALL BE REPAIRED OR REINSTALLED AS INCIDENTAL TO THE COST OF WORK SHOWN HEREUNDER. I '::; =t 00 to'" I . ~" 'lltZ ;:,~' '<It- ~ -A, .....'^ 1'4 a '!:, t: Z .. - ,~, xt '" ~@ 0.% <oO~ -. CO... ',;, 1'4 '^ 1161 ;z "", "".:.i -- l' .....~ ~t -, 1M J"""~ '-'?;W; '.,. .,'1'" ',/J: .-.,/ 1ft lift ?1"- M "'" ';:1 '-;.'.":~ z- ~~ -st: .~~ "'0 '^... "" Q Yo .i:, Z ~ ~m ....a- IM~ >~ ~~ ~~ ....~ :> 0....... ",q;;< 'v <00 U I NES Comm.: 0325 I fDrawn By: A.G.G.I Checked By: K. H. R. Ilssue Date: 06/18/03 [ Revisions: No. Date Descri tion 08/14/03 DRC COMMENTS DDESIGN/DEVElOP tt-; ~PERMITTING ~,tOf'H,j-> j'l CQ"-IST.RPf:T I tl f,: i.--J ~ I.~ .,u y i 1"." r ~ U) Z 0 - I- ~ (.) - LL. - U W D- C/) Z 0 .- .... (.) ::) ax .... en z 0 (.) w t- ~ CI) --./ W :J Z W CI) ~ . 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DEMOLITION NOTES LEGEND J \ \ * ALL CAVITY & EXCAVATION RESULTING FROM REMOVAL OF TREES, SHRUBS, PIPES, INLETS, GREASE TRAPS, SIGNS, AND POLE BASES SHALL BE FILLED WITH APPROVED SUITABLE MATERIAL AND COMPACTED IN 12" LIFTS TO 95% OF MAX DENSllY. * ON-SITE DISPOSAL OF CONSTRUCTION AND DEMOLITION DEBRIS MAY OCCUR ONLY AFTER WRITTEN APPROVAL HAS BEEN GIVEN IN ADVANCE BY THE PROJECT ENGINEER, THE PROPERlY OWNER, CllY OF CLEARWATER ENGINEERING AND BY FDEP, IF NECESSARY. OFF-SITE DISPOSAL OF SUCH DEBRIS MUST OCCUR IN SOLID WASTE DISPOSAL FACILITIES APPROVED BY FDEP AND THE CllY OF CLEARWATER. * REMOVE CONCRETE SIJl.B AND FOOTINGS AS NECESSARY CUT FOOTINGS 2' BELOW GROUND. .., * TREE #16 REQUIRES NO REPLACEMENT. DEMOLITION OF THE SITE INCLUDES THE REMOVAL/RELOCATION OF ALL EXISTING STRUCTURES AND UTILITIES WITHIN PROJECT AREA, PAVING AND BASE, POWER POLES, OVERHEAD AND UNDERGROUND POWER AND TELEPHONE CABLES, GAS LINES, TREES, SHRUBS, ETC., AND IS NOT LIMITED TO WHAT'S SHOWN ON THE DEMOLITION PIJl.N. IT] REMOVE CONCRETE PADS AND CONCRETE WALKS. IT] REMOVE EXISTING GRAVEL. [2] REMOVE/RELOCATE POLE & O/H WIRES. ~ REMOVE AND REPIJl.CE CONCRETE CURB IT] REMOVE AND REPIJl.CE EX. SANITARY SERVICE. X REMOVE AND/OR RELOCATE TREE. REMOVE: 9 EX.CONCRETE I J " . ." EX.GRAVEL ~ll \-1 , . OCl 2 4 2003 \ './\ 'It. ' ,':. t' (\', \ SCALE. 1".30' 30 o 30 15 ~ Z~t ~~ goo ..,~ "<4" " ...... Z &Ie"- o _&Ie A. to- e. ",I'4A zt:z ~xi ...~@ . ~z ~~ ~oo... ~ 1'4 '^ ....... z;z .....,.:; ~~. OS~ &Ie ... - ~! I . . 11\ 11\ .... 1'1\ 1ft " Z - Z...... ZillA .cW- ....lilt~ D"...O '^~ A~U. Zz .. .c.cfS .......... .... .~~ ~ ....v~ ~w-. :;'O:t "'~v I NES Comm.: 0325 I Drawn By: A.G.G. I Checked By: K.H.R. Ilssue Date: 06/18/03 I Revisions: No. Date Descri tion 8 14 03 DRC COMMENTS o 10 03 CITY COMMENTS / / DDESIGN/DEVElOPMENT ~PERMlmNG & BIDDING o CONSTRUCTION DOCUMENTS 80 z :3 a. w I- -- U) Z o - I- - -I o :E w c U::A 0'/1 ,r4 lCi ! THIS DRAWING IS AN INSTRUMENT. OF SERViCE' ANllsHttL,i'iEI.4PJN THE PROPERTY OF THE ENGINEER, AND SHALL NOT BE R~f>RODL.lCEl). ~t;~::;t!Qto~ )JSEO IN ANY WAY WITHOUT THE CONSENT THE ENGINEER. '( C,~~9~IG,krr 2003 NOT PUBLISHED . .. i/~;..\.',-~.>.,- .::., (/) I- u. o .J z ~ o I- Z ~ o c w :::) Z LLI ~ . 0:: ..., <D--AO ZLn - ...... ~M o::M w<C xc .....- :::)0::: .....0 zLi - x ... 0:: ~w <C~ ~~ Z<( o 1.1.1 0...... .... (.) C2.1 r ~' ~ t 8 J J 6 2003 .. , """" r."" _~-o", t. KENNETt-ftt. ROUSiff; P.E.'tI3,~36fr COPIES OF T~E$E: l"LA"'S ARE NO,rSi,ilLl0':UNlESS EMBOSSED If,~m-l THE, s,~ E~t:tt'-!~pr$ SEAL :-... , ' I I ,'1 I,. ! -,...""V' ! , \W' . I ~ I '," I, ,... ... ~ -,u.-7"'Y;.-!;::3,'7,!1'7~.4/? 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TOP:: 34 14 _" ' tl'.' ; ..".c"_...._",......... ._". .._....."".....,...._....._....,,,_,....__.____,....___,....._...._,___._______._.__.,............_ ..__,_,_LNV ..c'f.....=....2.9.94....____,_.__,_,___...... " . .._.....'..,....'_....' ..... .."..,_. , ", i '.' iNV E = 29,:'14 ' 1 I Ie. : I" , " J 1. ",<(j,~ I t: I I .''.J ",' ....... , ' ,. ii; Iii !Il t'l .- . L.,."..~~lJJ,' ~ F,"{ .~ '/.'\(( ,W,.~, /t/:'" ~:._.::..__';.-.:..-..::.N..:.-:.: -:.: -:.: -:.::.::.::.::.::.::.:::::.::.::.:. -t~U,~ 0;':',11 C /I C l' '-~r :, I : 'I -.,.~.-;~~-;-~:~,-.':';:--.~=,.~,~ ....,-=-....,,':"'~'-~--:=:":".;..:.:-.::-':".~-->;'~':",':"~t-:., .\' ~ r< f .", I 2: ! ) DEMOLITION NOTES LEGEND TREE LEGEND QP = QUEEN PALM PE = PINE PM = PALM CL = CHERRY LAURAL MAG = MAGNOLIA WP = WASHINGTON PALM WT = WOMAN'S TONGUE IB = INCLUDED BARK QL = LAUREL OAK QV = QUERCUS VIRGINIA (LIVE OAK) DEMOLITION OF THE SITE INCLUDES THE REMOVAL/RELOCATION OF ALL EXISTING STRUCTURES AND UTILITIES WITHIN PROJECT AREA, PAVING AND BASE. POWER POLES, OVERHEAD AND UNDERGROUND POWER AND TELEPHONE CABLES. GAS LINES. TREES. SHRUBS, ETC.. AND IS NOT LIMITED TO WHAT'S SHOWN ON THE DEMOLITION PLAN. * ALL CAVITY & EXCAVATION RESULTING FROM REMOVAL OF TREES, SHRUBS, PIPES, INLETS, GREASE TRAPS, SIGNS, AND POLE BASES SHALL BE FILLED WITH APPROVED SUITABLE MATERIAL AND COMPACTED IN 12" LIFTS TO 95% OF MAX DENSITY. EX.CONCRETE REMOVE: ~.:'" ~ '/::: ~:.-::.': :: ~.; ., 4" . .':, .... ,. .' . [JJ REMOVE CONCRETE PADS AND CONCRETE WALKS. IT] REMOVE EXISTING GRAVEL, [2] REMOVE/RELOCATE POLE & O/H WIRES. ~ REMOVE AND REPLACE CONCRETE CURB I}] REMOVE AND REPLACE EX. SANITARY SERVICE. X REMOVE AND/OR RELOCATE TREE. * ON-SITE DISPOSAL OF CONSTRUCTION AND DEMOLITION DEBRIS MAY OCCUR ONLY AFTER WRITTEN APPROVAL HAS BEEN GIVEN IN ADVANCE BY THE PROJECT ENGINEER, THE PROPERTY OWNER, CITY OF CLEARWATER ENGINEERING AND BY FDEP. IF NECESSARY. OFF-SITE DISPOSAL OF SUCH DEBRIS MUST OCCUR IN SOLID WASTE DISPOSAL FACILITIES APPROVED BY FDEP AND THE CITY OF CLEARWATER. * REMOVE CONCRETE SLAB AND FOOTINGS AS NECESSARY CUT FOOTINGS 2' BELOW GROUND. EX.GRAVEL ,.' \ \ \ 1/ OBSOLETE I,.j l ,. B ~'i I; r ~~ I ,{ " ;" (.j~ " SCALE. 1".30' 30 o 15 30 ~ Z~t ~~ 200 ...co" <C(~~ --. ... ''It Z ~..- 0-1: A. i' '" "'''''0 zez ~x~ ...~@) LI. · ~O ~... ....ClQ... <C(M\I\ ....... z;z UI"lt.:.i ~~~ oS~ ~ w - \r\)! I . '^ '^ " I' Z : - z.... Z"'o ~...- ....~~ A"I-o "'.." 00.... Zz .. <C(~f5 ......"... .... .~~ .... ....v~ >...~ -0.." "..0\1 I NES Comm.: 0325 l I Drawn By: A.G.G. J I Checked By: K.li. R. ] Ilssue Date: 06/18/031 Revisions: No. Date Descri tion 8 14 03 DRC COMMENT':; / / DDESIGN/DEVElOPMENT l Il!lPERMlmNG & BIDDING .'1 o CONSTRUCTION DOCUMENTS' 60 z :s a.. LU I- -- U) Z o - I- - --I o :i LLI C U) l- lL. o ..J z o I- Z 3C o c THIS DRAWING IS AN INSTRUMENT OF SERVICE A."lD SHAll REMAIN THE PROPERTY OF THE ENGINEER. AND SHAlL NOT BE REPRODUCED. PUBUSHED OR USED IN ANY WAY WITHOUT THE CONSENT OF E ENGINEER., J 'lJ' \'. .,.. .YR. . .1.G..co..HT.... .........2,....,.0.0..' . NOT PUBLOHm ~~CT02200' KENNETH H. ROUSH,P.i:;#33366 COPIES OF THESE PLANS ARE NOT' YALlD UNLESS EMBOSSED WITH THE SIGNING ENqiNEER'S SEAL w :.':) Z w > <'C <<i' ..., "It) Zit) Si2~ 0:::("') w<'C ::E:C 1-- :;:)0: ......0 ~ ii.l ...0:::: o:::W <'C~ :IE;: .0::: Z,<C C) U..I C) ....J ~ (..) C2.1 // f .' -../ OBSOLETE '. j' I Ii I I . i . , i, ! :1IV: I ! .u,~{ I' I I p~~::_____~j~=~~~:;?,~~:C~~=:=_:::='C"='::::'" =::::::cc","-==__C':::':':::':: ""::=::,::":-,,=:::::=-==-=:::=:::::_ :== :::-~=:-::::=_.::':-c: ,: :,=~'"::::_==7':~"=:::~,:===::::::-' "::::- :--=,:::::_=::.:'",_::":=::_=::::::::::',:'=-= ,C'---'=-:::C==::=':~",,::c:_:::':::'==::~~::::u:= :-' =,,"':':,=,. .:-",,'::.-c==::'-=',':::-"=-"'::- :c' C_" '.- -,--C.__O--:::--:': ==::-:-"::,,: u:-:='::.::::-:: ~,--:- ,- C"', ::-=-' :=,' - - . 'u'C u . .. ! 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SIDEWAL.K . _' ,:' ",',' ,; (R,O.W) ~ . ~ EX.CONCRETE 4. <1 I NEW ASPHALT PARKING DRIVEWAY THIS DAA~NG I AN INsrRut.tENt'Of SERVICE' !~D ~ ROAAIN THE PROPERlY Of THE ENGINEER AN SHAll NO..t BE. RE,'. !?fICO.' ,VCE, P.PllJSHt!> OR USED IN mY WAY WITHOUT THE COt OF THE El!lGIN[Ell.' , ' ',/~,' COPYRIGHT 2003 NOT PUBLISHED ~AI :-;.~~~it~.~~v 04 2003 fP ,~E:N~EtHl;tfJ~9~SH; ~.'f.:~3368 I COPIESO'P:THESE PLANS ARt' N6;f'JN.'ID UNLESS Et.l&::>S~5,fO' ~r.:-rl, T!;iE S\CNI~Q &i<>I!'-"EER'S SEAL , ... '"". '. f.~ - , _ '- .,c~ - ,,' C3.1 A1J~ SIGHT VISIBILllY ~ ~ TRIANGLE 1-20'-1 1-20'-1 e NEW PRIVATE o WALKWAY (PERVIOUS CONC. OR APPROVED EQUAL) , ',i;'~'!cc,' . ( , ;1. . ~ .'! . :".. . \ I;. ,~ .. . . : ~"! :- ;~ r, I~ : ,.. , , ,,:: '-~'""""'r'~-....:;y:~~~~-'_..'-- .~.m"1l~~~.'fI,_~~ ,p,I"<t~'.'~,,r.~'.....1 ..._...._,..."......-.-~_._-_._-- , GROVE ~ !JlliE T . .. ... . '" .. .. .. . .... . ... . .'. , _ . .... ".'... .. .. .: .. 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I !: I_........,JD.:.~--....J;X 1/1/ 'v!._,-(lL-!~~~~-:./~:-:.~ :.::::-..-;~::~:::"--"--... ,,---,--,..,- -=:0:::-"'=00"'::'=-":::" ~,----.--._-'- , 10"-4 ct:I/NV ~:=~:.J....9.,) :,1..:,,-_0 ,_d@l, :1 /:::~:::'::lio:~::--=--;::),-;:/:;iV.:::'C--::=..._;~~' ~?-" , j ,Ie.' r ~. INV /111=' ~ 79,==:.:-::;o-:":;:-=."..:lii;;,"",t',, -1/ i ,J.:' C '. /v ~> - .o::/..J.,"" -.. ,.....--' ~ I ft I NEW INY. -'25'.75 (E) ", " ',\,' ",! \ /:;t:r",;'1 ____~~QP.jr!y~_~.~~?~N. _'__._."'..."...'...""__.,,.._..'.....___.,,_",..'..n.......____........,_,.......'___n____....._____.,..._,__________________"..._,..___..__,...__'____...._"'.._,___....,..,, ,,',...,,__.." ,P'''' ..n_",,_,'. ,,----..,'-..,.~-,...-..-'''......-.. _'_qn,,___ .._...n n,,'" ~; r'--- 11'j;' '/t' CORE EX. M.H.#5 U · I 1'1 ' I Ii .t' f-l · I i'l /)1''-' ~: i 1'1 . )! j 11 , 111 i I! , . :;'J-_-:::::-::",'..;c,/' ~, .....-- ;,-,e'_'-~ , ..Ii T , /: ' ,~ .. . ~~ .,~:. ~!,..... "1'1 "'1"" "'~ .,,~ 4id>&" ~ . ~olllI \'lI!V, Ii>t!ll ~ "'.Jm "".,. ""l' "a,-\'~ ~;.. '$"'..1.".. ',;0:,. ;0'-" .,>-;;, """' NEW SAN M.H. I NEW 1-1/2" 1.).' , TOP.33.9 .."'_ ,_..." 1___1' .....__' ..."."..., , WET_..~~~~V~LV~.: ," :f~~:~~:.~.;:"c~ c~::,'_~,:c:',I.:::c:":"c:::.:,::.:.'::'::::',:::..,...~,,':::::::~,,,.. ::-:~......,.: ,::: ".....,:':;=::::-. j'< INV 30 4S ~ ~~ ~., ~ ~~~~ '.~~~., ,,~~~~ .. ~ ~. ~~~.. ~ ,..,.., .". ..',.." Y' W '~.".p.M"""'''''' , @ '.... ,.." ::,""'":':':';"~;'ii~;'-.':'" '. ....... ..,.... ...,.. .... ....! ,ii ~ F.F. .' 36.0 G .' ~7~E~V~~E . (SEE NOTE) @ F.F. 36.5 @ F.F. 35.5 ~ 0- .. -. @- .. z- <(~ tn. u~ .,' >...'. a...,.' . .~'Qi iDi u.:i -ii (0- oo~ 3=~ UJ~ ~135.75 ~ r5.5 ~ ~ ~ F.F. 35.5 '?JtJ( ,~ A " COVERED PATIO COVERED PATIO C COVERED PATIO COVERED PATIO COVERED PATIO COVERED PATIO COVERIii> PATI(JI'- . I . . .~- -----"'---.. .-.-- \ "\ EXISTING STORM STRUCTURES EX. STORM M.H. @ RIM EL. 30,25 S. INV. 23.93 12" RCP W, INV. 23.79 12" RCP NEW STORM DRAINAGE LINES LINE LENGTH lYPE DIA. SLOPE 1-2 164 FT. PYC 12" 0.43 % 2-5 67 FT. PVC 12" 0.3 % 3-4 164 FT. PVC 12" 0.43 r. 4-5 44 FT. PVC 12" 0.45 r. 5-6 202 FT. PVC 12" 2,02 r. 7-6 43 FT. PVC 12" 0.47 % 6-8 42 FT, RCP 15" 0,24 r. 8-9 154 FT. RCP 15" 0.25 r. 9-10 67 FT. RCP 15" 0.27 r. NEW STORM DRAINAGE STRUCTURES RIM THROAT ELEV. ELEV. STRUCTURE TYPE COVERED PATIO f5.1 ~ ~ ~ ~/ ~3'5.2' / . ..' 164Lf-12"95 pve @O.43% i ---------------~--------~--~--- NEW 15L.F.6 95 C!J --~ 35.4 iii, :..i> " :'7-- COVERED PATIO \ o'j k. i .. -". .ci I I 1 I ~I. ' "11' . ~I 01 >1 0..1 3 '&1 5.1 5.15 ~:oll + '-1 J.. ~I 35.2+ ") (01 ~ ~ ~ I -~--,-...-,..---...-,-----":;,.~--------- CROWN~t~Q,-,~4.~~ / : HP + , : 13~3 "..' ~ 3388 ~ ...,r,;J;"-'IQ'.~ ....,..'''95 pve @2.0~;.--..----- : ----- ~~ . _L-' . ~135.2 \ t ",1.>< : ii ~ oi ~. &,' . III '~I '-> i I -,"""" ~I ~I 1 ~34.7 -- 4 ..~ :;( '1 J. 'IA. X cI:=:::c = ............ == = = ~ +35.8 Ii I HOSE BIBB 36.0" . 3+5.5 36.0 35.75 35.92HP '-) >< POOL (BY OTHERS) ~ .: NEW INY. EL. 35.4' 31.4(W) Q) (J) Q) ill <D @ ill @ @ @) NEW INLET INDEX TYPE C FOOT INDEX 232 1 OF 5 NEW INLET INDEX TYPE C FOOT INDEX 232 1 OF 5 NEW INLET INDEX TYPE C FOOT INDEX 232 1 OF 5 NEW INLET INDEX TYPE C FOOT INDEX 232 1 OF 5 J,B. TRAFFIC TYPE INDEX 207 1 of 1 LEFT WING INLET INDEX 209 1 OF 1 RIGHT WING INLET INDEX 209 1 OF 1 J,B. TRAFFIC TYPE INDEX 207 1 of 1 J.B. TRAFFIC TYPE INDEX 207 1 of 1 EX. STORM MAN HOLE 30.64 30.25 25.92(N+W) 25.75(E) 23.93 (S) EXIST. 23.79 (W) EXIST. 34.7 30.7(E +$) 35.4 31.4(W) 30.17(E +N) 30.5(N+S+W) 2641 (E +W) 28.0(N) 28.2(5) 35.1 35.2 32.5 31.71 32.5 31.71 32.11 27.87(E +S) INDEXES ARE CITY OF CLEARWATER ~ 33.93 I ~v=#Q ~ 1. ~ - ~---II @; ~ ......,...~ ' ~35.75 7 32.64 .. - \ rs:J . "'1'\ , (, \.. , il/ ~ ~ ~ l. ~ 'J"s ~35.0 = == ~ ~ ~ L,'''. == a=::c ~, c:::::::c = = ~<''17 . 1-' COVERED PATIO '/- '<5. <to I COVERED PATIO @ F.F. 33.0 .'... ~ COVERED PATIO COVERED PATIO ...... @ Z <( tn . '. 35.0 ~ COVERED PATIO -:;j~, .~. COVERED PATIO @ F.F. 34.5 @.."", F.F. 34.5 COVERED PATIO COVERED PATIO COVERED PATIO COVERED PATIO CovIIlED PAIJ) o I{) COVERED ..... PATIO ....J U @ F.F. 33.5 (5) W.M. /& SERVICE (SEE NOTE) @ F.F. 33.5 @ F.F. 36.0 .......,.. J"S @) F.F. 35.5 COVERED PATIO \ C COVERED PATIO COVERED PATIO 0- o '/ > .', ~i " @ F.F. 34.0 , , , I 'Q .~ ~ F.F. 36.5 (7) W.M. & SERVICE (SEE NOTE) @::' F.F. 35.5 (0 lL.. -i 00 00 @ F.F. 35.5 (7) W.M. & SERVICE . . . ~ .~. " "' " ., ~ .. " ~.' '. On ,'. ,,'... ~~~;:~ WET TAP&VALVE I .; '~ \) WATER NOTES * WATER METER AND SERVICE SIZE BASED ON FIXTURE UNITS IN ACCORDANCE WITH FLORIDA BUILDING CODE TABLES 603.1 & 709.1 PRUNING NOTE: ROOT PRUNING TO BE PERFORMED AT ALL GRATE CUTS, i.e. FOOTERS OR UTILITIES WITHIN TREE CANOPY LIMITS. ANSI 300 PRUNING STANDARDS ALSO TO BE PERFORMED ON ELEVATED TREES. \,/\n7 SOFT DIG REQUIRED BEFORE CONSTRUCTION ) , L~\ /"~ AROUND CONCRETE ENCASEMENT OF ELEC. CONDUIT " OR OTHER UTILITIES TO CONFIRM EXISTING CONDITION. No. FIXTURE rt> OF WATER RECOMM. METER UNITS PIPE (IN) SIZE (IN) 18 3/4 (MIN) 5/8 19-55 1 1 86-225 1-1/2 1-1/2 m OPEN CUT PATCH SEE DETAIL ON SHEET C6.2 ~f".'" . ." /__ INSTRUMENT' QJ'; SERVICE ~.NO $41 REMAIN THE PROPERlY OF THE ENGINEER, AND NOT aE RE.'p.f<OD\,J(;ED.. rUBU .E OR USED IN NiY WAY WITHOUT F mE rn~N~::~.\ · . ....~ 1 ~ ;~~~ED KENNEtH H. 'Rot's~tp .E,:~13366 COPIES Or, TH~SE Pt:ANS ~ N~Y.Ai..l~ ,UNLESS EMBOSSEO:~JTH~'-t_~ SIGNiN ~CI~E[R'S SEAL ~~Ml_ STRUCTURE CD SANT ARY SEWER STRUC1'IM:S lYPE TOP EL NEW INV, EL 32.20 28.20(E) EXIST. 28,12(N~ EXIST, 28,32(S EXIST. 27.9(SE NEW 32.2 28.2(E) NEW 28.1 (NW) NEW 33.9 29,9~E) NEW 29.8 w) NEW 30.4 S) NEW 35.3 31.3(W) NEW \ EXISTING MANHOLE @ NEW MANHOLE INDEX #302, PAGE 2 OF 3. @ NEW MANHOLE INDEX 1302, PAGE 2 OF 3. @ NEW MANHOLE INDEX #302, PAGE 2 OF 3. @ EXISTING MANHOLE 30.89 26.771E:1 EXIST. 26.72 N EXIST. 26.72 SEXIST. 26,72 N NEW. 27.0(E) NEW 26.9(S) NEW 27.2(N) EXIT. 30.6~E~ NEW 28.7 W NEW 29.0 N NEW 32,O(W) NEW @ NEW MANHOLE INDEX 1302, PAGE 2 OF 3. 31.21 CD NEW t-AANHOLE INDEX '302. PAGE 2 OF 3. 34,2 @ NEW MANHOLE INDEX 1302. PAGE 2 OF 3. INDEXES ARE CITY OF CLEARWATER 36.0 NEW SANITARY SEWER LINES LINE LENGTH lYPE DIA. SLOPE 1-2 38 FT. PVC 8" 0.53 % 2-3 289 FT. PVC 8" 0,55 % 3-4 275 FT. PYC 8" 0.50 % 5-6 31 FT. PVC 8" 0.58 % 6-7 320 FT. PVC 8" 0.53 r. 7-8 277 FT. PVC 8" 0,50 r. SCALE. 1..20' o o 10 20 40 .-. ~ ~ I' ... r .'t. r. '2(., ,:C ' --, I ~ Z~t ~ goo r--..::.. ..., \l! ~ ~ ~~" ~...~Z ~~- O-~ A, ...." ",MA Zt:Z ~ ..- ti} ::;~ . ~:I: ~~ ~!!... ~.......'^ ..IW Z;Z ..."lIt.:.i ~~:C O~ c= ... - ~! ..----- . 11I\ 11I\ to- M M " Z - Z...~ ZUlO ~...- ...~~ A,...O '^... AAW. Zz .. ~.cm ......... ....c .~~ ... ...\I~ ~....c :;'0: "~\I I NES Comm.: 0325 I I Drawn By: A.G.G. I I Checked By: K.H.R. \ I Issue Date:06/18/03 I Revisions: No. Date Descri tion 1 8 14 0 DRC COMMENTS o 10 03 CITY COMMENTS / / DDESIGN/DEVELOPMENT ~PERMITTING.& BIDDING o CONSTRUCTION DocuMENTS U) W :;) t- z W U. ~ 0 . a: ..J ..., C) ..., Z ..., - I"'- Z ::.:: C") D:: C") ;: w <C :r.: C I- .... 0 ::) a= ...I 0 ....I I- z LL. - :r.: .. Z .....0::: o:::W 3= <C..... :E~ 0 .0:: Z<( o w C 0...1 .- (.) LL. ..J II(( :c I- en LLI 3: I Z :J D.. W I- -- U) W " <( Z - ~ C ofJ U) LLI -- I- - .....I - I- ::) C5.1 ,_., i ~ . II II ~ I ~ . ~ II o : ~ I ~ : II . I I- I I ,:~,JI " ~... ~ ~,I" " "" ~, ' .. . .~ J,.'-/ }-1r ~ '.' ., " ,,7 .",.' x-1-'C~-~"' ,-' (:"1" .,/ ,,'0: .~l.,"'~ ..-,c"- > .~~'I 'I .~.. _._'-~,. . ,.. . _.,-.. .~'~ ....", - . ~..- -.-..,,- ...-. --- ,.--'. ,~'~_. ~._,,_..._.._..._>-._..__.~,-----._,--..'----~'-"'-'._~'._..~. ~'_.~.-.~'--~"--'-_._-~~.'-'-'--'---'_."--~-_.~"._---_.._.__._-~~.,-,"--,---,. --~ ----.., ---_.~. -''" -.- --~- --.- ----.. ,. _.__~_____. _., '~.~_'. __ _. ~_~."._.___'_' ... ._.~._.~___~_~___. __u~~~_ _ ~.. ~."__"_~.~' ~__.___~_.~__.._"_~._'_.v__~____ _.~u_._____.__~~__ _...~___.v______.__~___._._.~.. ,--__._ ..- "'__. < " EW 289l.F.8"flS pve SAN.@O.55% .,-,1))1 E): Z:; "'" ~"" ~!i":l' ";t<1 _ ~ ~ ~'i:!I:& Ij#JII tt"ll "'~r.< "".,.. =J1. """~, _ '""Il' _ <_ _ ""'" ~1!lIl ~ ~ I '* <'Iliif'.,:II' JlI!lI !I!I1Il ~'I'J!II 'bo.l, ~~_ ! _ _ ~_ _ _ _ _,..., l4lJil I ... ' ... . _ I _ \.... ... _ I ""*-,, _ ,_ ~ ""'" ~ '"'--<l '''' NEW SAN M.H. TOP .33.9 INV.29.9E INV.29.8W INV.30.4S' , " \~i -1j~' ::, ' - . . . . ~. I ~~ --. @- ,. z- <{~ V1. <..>~ >. 0...,.' . ~'Q~ lo~ u.:. ~i lO- co. ~~ w~ COVERED PATIO COVERfIil PATIcJ- II II II . II I', i I ~ ' !,~ , .~ : ji ~, ,.1 ; Ili\ I l ; li . ~ ': Ii ; l".i:.~. ~ i' . '; ~ ':,:\ ;,~ ~ ii ~.~.~ I' , n ;";; ~ n i" f "1' ii.' " ~ i: I. i' ,.J ;; .<. I' i,1 : ( ~ . ,. ~ Iii of! i; il 0 ~ "I'!: 0 ~ EX-SAN/TAr!:,; ;/1/-1, 7 ;, I ~ ! }: j! i ~ ~ ,n ~~ t.l-t- ~(~~I' I Ii 'I i 'il > ~ :; ili -< ' .' ~ . '1 I tr1: .' II I i\11 ~ 1. . . ! c;: Iii: i... ..' : ./:- ili) j: Iii! I ! ...... EX. SA/VI r./J,Fn' (';~E/jN,:..',: ,~ n'a..- ~~1,," TOP = ,52,06 , '~n'._"m' __:';_I!_~......,.. ....);,,:," IN V E = 28 I h f I cr; r ", :: , <., " ' ~- " ili T' .~ Ii I ~ '1' ii i !. il: ~(, !! 1,1, 'l"" ',1 1,..'.\' l.- t, . I': l'~'" ii f, ([) F.F. 35.5 .,.,~!Jr., ........ /'/\ , I" yJ F.F. 35.5 @ F.F. 35.5 @ F.F. 36.0 (4) W.M. & SERVICE (SEE NOTE @ F.F. 33.5 x @ F.F. 35.2..".'. ,..'.(\i ,...'~t\.'" ,,'X COVERED PATIO COVERED PATIO @ F.F. 33.5 COVERED PATIO COVERED PATIO COVERIED PATIQ COVERED PATIO ~35.1 ~ ~ ~ ~/ ~ : - HOS : 1818 . :- :- JI.... . CD F.F. 33.0 ~ , y'1/:'!" . --- 4.7 COVERED PATIO COVERED PATIO . .' .... 164LF -12"~ pvc @0.43% · ---------------~--------~--~--- NEW 15L.F.6 ~ COVERED PATIO COVERED PATIO I, "t - 1l!';-'" ,.w. __ !:N, ...,,,' ~ llo'!.!. ;:". .' (7) W.M. & SERVICE (SEE NOTE) @ F.F. 36.5 COVERED PATIO COVERE PATIO ~35.75 ~ f5.5 ~ ~ ~ 35. C!J --.,. 35.4 ! ~ 1 :. ~ II II ! ~II ' , . .... ...'"11" .' g- (.)1 >1 0..1 3 '9.1 5.1 5.15 ~It + .-a . , ,~R1 /',~, ~liI ,!..l"l'~ ~I 35.2+ ,. . ~ ~I ~ 34.20 34.;)L : ..--- --, -- -, --'--' --- ~, -- -'.'- CROV;'N---+ --, ----+. \I HP+ . ~ 13~3 ..,: ~ .., 3388 ~ ~_-A~ ':""'" PVC 62.02,0 . ___ :------ ""fIl~ ",:,.1 'P i__------- 0 'T . . ~135.2 t '~x ' I ~ DUMPSTER &: I 'II RECYCLNG ': ..... ENCLOSlH ": 5:11 '9.1 : I ~II ~ III -~ ~I ~I I ~34.7 .. - .... 4 '" 7' ...,~~ 6' MAX. HIGH ALUMINUM DECORATIVE FENCE(TYP) - .. _/., .~ , Q':> I I 1 " 'I . i ' : ~ '..c.." ~ ~ . , TOP =- ~~..:'"' !~J '. ~ . ~ y.- X == ~ = = = = = = ~ POOL (BY OTHERS) === = (, i 1-11...' J-~' / / /lJ l/ f-' -.-:: ,~',':1 .(j ,::~-' HOSE BIBB ,,< ............ +36.3 ~ ~ 33.93 II 32.64 - \ ...' t .,' ~ cr: , ;1,0 1.,~'- , ~3.0 V /, ~~ ~ ~ ~ "35.0~ I I ~ . . .. 5 ~ ~ 0:1 ~ I ~ i 5. ! ~ ! ~~ .:, 1 ".:1 ' .~ I :. .,:,. lj f. , 'i' II i. ' : .~ I,. ! :i ~ f. .! i,l " 1.0 i." ii N ~ ~I li'l Ii 0,' . ~: 'i<!i 01,1 i Ii :,~':II . " !I tl ,~ ',' ,,'Hi I 1111.1"1 :,\ i! 0:: I I i I I, ,', ~ ! ;: '9.1 I ,': : ! Ii : 1 . . :: ~I :1: i I,: 1\ t.!.1 ; Ii I ':s. ;1 ~I ~ I. il. i: II>', I Ii 1.01 i !i", 1;!! .....' ,; ~ i' I 11 . J J,' ~ I ---- il jEW SAN.M.~. i j' ~ II OP.3~.21 I'::!'"' ;i NV.26~9S :: ~! I .. \! ~~'~1~~~ ! it ~J~J '~, ~:.9 .. .. :i ['J' i ~ (';Jii t: ;: I - l- ii : , .1 . r. HI f~(l ... r.IW.' I , , , .,., ~ .,.,. :1 i 1 @: I !lj'~\J'\oJII : .. Iii I. 1\'\1. [""11. '.'i.V \: J'l ... i I \ \ ~~I.. J . ~__~__~._~___ ___ ,~~---- - . .r II " ,:,~.i), ( l;;i ,,'i;tJ .'''''-',';-- ._- -: --'''.--1''-----='= =r~- ---, ';~T-',_,__..+g.. " CI..~__ I . !', I. ." , .' """""'''0'' ., ,,,,,. " ,,-'- ~.. ....,.-. --- ,~-4t\ ::.":;;'::-:_ ::.::.::.~::..::t~:l~6.~...l.~~:..~P"~."'" ---~~---- ,. ~ i~ ;-,,- ~-=:'~iii7\~f~~~f0l~:~:"~ .~;;,~",.--:-"....,:\,:-,,,,--~:~~,~,,,,,.,=-~,~~:~~~:"J~.. ' I '~"'I"~lii'" ",!. ,:,I..l..,1' p,V.., e SAN.@O.58%/~\:'C' '>.~"1;2.07) /J . _ f", ~.r; "~(_."1() .,,'. . ~ ( A;"I \! r . n 1 \~ .-'! ,1 U'>--' _._.~__ _ _ _ _ _@__.-w- --.-- ,;.~) .._.I',..,;.:._,l.,~j;)~@";.~":~:.'-!"'.;~1_',.,-L~...".""."" ""~:,~;., !-!''!_'_!P'''.-,.'<''L..''!.!!,~.~_,_''B_~.K'f''_.:_~~'f:''l!'.....!9!'_'.j$;$.1\1'lL'.JW_.....~~:.i..M"'t..',".' f!;--,:<1.,'.......,_.ll>!-~.''"'lii"n;''~ {~ or,;~ ~W ~ 'mJ~'-'""lL~ll;'lUi'~..L.::l!M ~~~~~J&.J..~~............~ ~ ~'oj. ...";}J,;,, , ~ " ,:',. - ' ,~,fj ;' "..~,." "......-'- '. ....."L..' .~Y~,,:,~ 1~ !V'I,..~'!~ .C,"A' ,:/c,J!.i ,T,/~R' Y "'" -,- . ,.;: ,-'"""'._........-~... --"""'.:-:" _-_'_~I_~""-X'~ "'''''''---'-' ,.',- '-""" ~ " .,;' :"1 f: 5:.t~:;''''2Y'''' . ' , - - .". .. -, ;;~,~ 4, ;,~C C ~A ~ ~;::~ ~f.f~i7r;~~~;;f rC~ ~~.!i~f;;;;;; .ul"... + 1 :---,-; " n~ ' '"-.,_,.,_-c"=-,~.~-=,,.:""'..-,._-:"'-,,.,.,,-..,,;'=_-:.:'-,.:;:::::::;;::=~t-=-::;",..1.~. _. ~~~ -::::'.=:-;;:;;:.::::==::::::-::.::::: _~~BRA STREET I iOP=--5u.~.f;5 r9" . . -:~:.':"'..=:~.'" ",::.c== -- '" " C( I /NV 5=23, 93 .':~',.. ..' ,kV : "...-"., '~~'='~lP~~ rNv~ 32~:75-(E)"'..."~"t1~",#i; . ~~~~:~~'~:J~~- ,., .. ..~ I !i c:z=:=:D c:::::::::c, c::t:=::C = = == == = _~ r'7>-~ : I'.. I COVERED PATIO '<5, <t" - 'J> 0'. @ F.F. 33.0 COVERED PATIO @ Z <{ (f) o LO ...J <..> CL o @ F.F. 36.0 J>S COVERED PATIO COVERED PATIO COVERED PATIO ,~fj.,,; Xv COVERED PATIO COVERED PATIO COVERED PATIO @ F.F. 34.5 COVERED PATIO COVERED PATIO COVERED PATIO CovilED PAIl ,.0 @ F.F. 33.5 (5) W.M. & SERVIC~ (SEE NOTE) @ F.F. 33.5 @". F.F. 34.5 ~ F.F. 35.5 A ,~ , ) ..<. COVERED PATIO COVERED PATIO >~ 1-,.1 @ F.F. 34.0 'Q @ F.F. 35.5 @ F.F. 35.5 (7) W.M. & SERVICE @> F.F. 35.5 ~ 1O u.. ~ CO CO >:", "n , ~.':i", \ '., ',~~--.::;::~. I ,--- -, ~ 3.t~:.: NEW SAN.M.H. ~ TOP.34.2 ,NEW 3/4" INV.28.7W WET TAP&VALVE INV.29.0N INV.30.6E . I. ..' I ,t- I I II II II ",,_..._~.:..:. .. ..,,. '''''''''''1' ~: ,.. lJ::1 u. ~. ~: . . . . '. . '. .",.", -';';";'~:e;'~.I<!''I)'II,''; . ft'f "'!I """.:illG! ~" ""'i',"; t> ( j! ii ii :\ II 1t , ;1 ; ~ i . .', 1 ~~I \ +35.8 35.7 5 35.92HP + 36.05 ~~ ~ l ~ ~ ~ ~35.75 ~ / --14@' .' ;-5~ ",\ ". 3 COVERED PATIO COVERE PATIO @ F.F. 36.5 (7) W.MI. &: SERVICE (SEE NOTE) . . . '.' . "l:lil!oa~l~a~IjlRf*lI'I' !t> NEW I.;}~ :'. .' WET TAP&VALVE ",; WATER NOTES * WATER METER AND SERVICE SIZE BASED ON FIXTURE UNITS IN ACCORDANCE WITH FLORIDA BUILDING CODE TABLES 603.1 & 709.1 SOFT DIG REQUIRED BEFORE CONSTRUCTION AROUND CONCRETE ENCASEMENT OF ELEC. CONDUIT OR OTHER UTILITIES TO CONFIRM EXISTING CONDITION. No, FIXTURE UNITS 18 19-55 86-225 ~ OF 'WATER PIPE (IN) 3/4 (MIN) 1 1-1/2 RECOMM. METER SIZE (IN) 5/8 1 1-1/2 ,. OBSOLETE EXISTING STORM STRUCTURES EX, STORM M,H, @ RIM EL. 30.25 S, INV. 23.93 12" RCP W. INV. 23.79 12" RCP NEW STORM DRAINAGE LINES LINE LENGTH TYPE DIA SLOPE 1-2 164 n. PVC 12" 0.43 % 2-5 67 n. PVC 12" OJ % 3-4 164 n. PVC 12" 0.43 % 4-5 44 n, PVC 12" 0.45 % 5-6 202 n. PVC ,12" 2.02 % 7-6 43 n. PVC 12" 0.47 % 6-8 42 n. RCP 15" 0.24 % 8-9 154 n. RCP 15" 0,25 % 9-10 67 n. RCP 15" 0,27 % NEW STORM DRAINAGE STRUCTURES CD (J) Q) ill <D @ (J) @ <D @ NEW INLET INDEX lYPE C FDOT INDEX 232 1 OF 5 NEW INLET INDEX lYPE C FDOT INDEX 232 1 OF 5 NEW INLET INDEX lYPE C FDOT INDEX 232 1 OF 5 NEW INLET INDEX lYPE C FDOT INDEX 232 1 OF 5 J.B. TRAFFIC lYPE INDEX 207 1 of 1 LEn WING INLET INDEX 209 1 OF 1 RIGHT WING INLET INDEX 209 1 OF 1 J.B. TRAFFIC lYPE INDEX 207 1 of 1 J.B. TRAFFIC lYPE INDEX 207 1 of 1 EX. STORM MAN HOLE RIM THROAT ELEV. ELEV, 35.4 NEW INV. EL. 31.4(W) STRUCTURE TYPE 34.7 30.7(E+S) 35.4 31.4(W) 30.17(E+N) 30.5(N+S+W) 2641 (E +W) 28,O(N) 282(S) 35.1 35.2 32,5 31.71 32.5 31.71 32,11 27,87(E +S) 30.64 30,25 25,92(N+W) 25.75(E) 23.93 (S) EXIS. T. 23,79 (w) EXIST. \, INDEXES ARE CllY OF CLEARWATER \ SANITARY SEWER STRUCTURES STRUCTURE lYPE TOP El. NEW INV, El. CD EXISTING MANHOLE 32,20 28.20(E) EXIST. 28,12(NJ EXIST. 28.32(5 EXIST, 27,9(SE NEW 28.2(E) NEW 28.1 (NW) NEW 29 9fE) NEW 29.8 W NEW 30.4 sf NEW 31.3(W) NEW (!) NEW MANHOLE INDEX #302, PAGE 2 OF 3, @ NEW MANHOLE INDEX '302, PAGE 2 OF 3. 32.2 33,9 @ NEW MANHOLE INDEX #302. PAGE 2 OF 3. @ EXISTING MANHOLE 35,3 30.89 26, 77~E} EXIST. 26,72 N EXIST. 26,72 SEXIST. 26,72(N) NEW. 27.0(E) NEW 269(S) NEW 27.2(fD EXIT. 30.6[E~ NEW 28.7 W NEW 29,0 N NEW 32,O(W) NEW @ NEW MANHOLE INDEX '302, PAGE 2 OF 3. 31.21 C!) NEW MANHOLE INDEX 1302, PAGE 2 OF 3, 34.2 @ NEW MANHOLE INDEX '302. PAGE 2 OF 3, INDEXES ARE CITY OF CLEARWATER 36.0 NEW SANITARY SEWER LINES LINE LENGTH TYPE OIA SLOPE 1-2 38 n. PVC 8" 0,53 % 2-3 289 FT. PVC 8" 0.55 % 3-4 275 n. PVC 8" 0.50 % 5-6 31 Fl PVC 8" 0,58 % 6-7 320 n. pve 8" 0.53 % 7-8 277 FT, PVC 8" 050 % SCALE. 1"-20' I ~ Z~~ ~ 200 ~ ...,~ "-~ .(~" .. ... "It Z ~'lIlt- o-f A. I"- '^ ",MO zt:~ ~xi I-:!@ . ~:J: ~~ ~oo.. ~M'lI\ 1--161 z;z LII'lIlt,;,j ~~~ oS~ ~ 1M - ~! . IiI\ It\ " ,... Z ~ - 'Z...~ 'ZYlO .(YI_ ...~c= A"...O 'lI\~ 00'" Zz >- ...eai .....1- 11II.( .~~ .... ....\I~ >,..:! -0.... \I~\I I NES Comm.: 0325 J I Drawn By: A.G.G. I I Checked By: K.H.R. I I Issue Date: 06/18/03 I Revisions: No. Date tion 1 8 1 4 0 DRC COMMENTS ,---- DDESIGN/DEVElOPMENT ~PERMITTING & BIDDING o CONSTRUCTION DOCUMENTS LL. -I <C :r: I- U) w ~ . z :3 D.. W I- - U) W C) <( Z -- ~ C otJ (I) LLI - I- -- ....I -- ...... ::) CI)~ I-~ u.~ Oli ..I ~ U') zl.O Z :~ w~ :1:0 1--- :;)a= .....0 ...J ZLI.. - :c I- 0:: <t :e o ?m- 2 3= . O~ C~ '" 0:::: w ~ ~ fX: <C w ..J (..) THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHAll REMAIN THE PROPERTYOF THE ENGINEER, AND SHALL NOT BE REPRODUCED. PUBUSHED OR USED. IN ANYWAY WITHOUT mE CONSE~~p;T;~~;~D KENNETH H. ROUSH, P.E,,~;l366 , ";~ _., J COPIES OF THESE PLANS ARE NOT VALID. UNLESS EMBOSSED WITH THE SIGNING ENGINEER'S SEAL. '. . ~..;. C5.1 " OBSOLErrE :' i! ~ i : i I , \ d i~'>.. I I i: ,1 , . ..-.':....;.Jl:L: ., ~.r,.4t4.~J ' q"!, . ' r ~ .. , . ; ~ ' '. j NEW SAN M.~, i TOP .35.3: /t', INV.31.3W I I I I I ;:~ I I ; i .1..,;, ;1~ r~t\ ;,' " i" \jj,_: I r i .. , i " ': II ~ : ~ II ...,-"-..-" .... ..--, ....... ..-..,,,..... ..---...... '--,..,..... ...""'"'' .. .w"... ..., ,-..-..-..,.-----..........,..--,0.......: ,,,.... ..-.. , .... "'''-' .... ..--...... ........,-.... ......,--.. ......_....,..___..,.......,.w...._.._......'..'...' ....,-. ~ II ~ : ~__--====-.::=:=:-.....::.::=:.::=-...=::::.-::::::::::::::--==_-:-..:::::::::.:.:.::...~-.:..-::~-;:. :.::.:=.. .:-: .:-=:-; .~:- ~ :::-::.::.; -,:' ;-:-.::::-.:...-;:::..::::-:-:=-..::::..:.-~::-::- ~ -::'-:::.-;,- - .-::-r-":-'::::::::::-_':::'::::::'=-_=::.::':::::.:': =,-::::-_,',. .:::::-;..:;. -11:-::::.:..::-: ..:-~:-=-.:. ..-...,-.....----..........--'-....-. ....--, ...... .... ' , ." -,.....-..--,..,..--..-..-,,,.. ..,..-.., ,"'n' .,-".......' ....,--,.., .._____"_.11"'_..'..,"" '/ .' C SAN ~O 55% .;1):1 n.v c" , ,..., ," T,j ...: \' ]~i I' I ,'1, 1_!_I_I_f_l:.~lt-.~_I".I.!I_\J;;;.,,~I_,_~.;.\i.- S,lI:IW ',a'~~~....':~"~,.:~:,."~~...'-/l~.~~'!l!JI!I!_...~'>~."""', """'",.,. .....'...... '-i~iIlIl""'" _,Q1ItlWl!CI~"" 61Y' r.u,",lIj~ ..lI"~ ~.,~~';~.l'.~' ..".. ,..... -' )( 5 PI /\// T.t~ /?)-' A1l~ /\//-/ (~;'L E'. -;-(;.0 ::::: 35 O(! ,.\,1 ~/. ;'-i:' .~-- .~r __-:;' ,:1 , ....- - .._--~.. -<_.,,~-,_. . -_.,--~---"--_.._~.__._...~-- .--.---.--...- . . - .--- -.-... - --'- ..-. .-- - - -~ _.........._--~._...._.~~-,.~.. -.-"...--., "....~_.__._.- ,... ... '- .-.-, .- ,.- --_.~~_..~,---~...._-_.-_.. .._~.< ". . - -----<.-.-. -_._~--~_.__._.~_.._--<-_.----_.~---------_. .- --- ..' .-.- ,.- ^ "~-~ ._~.__..-. -- ,..~..._..._"-~_._~._.- '-_.~ _._-_.~-_._--~------------_. .-._._--~-~ '"--'-~'-----' ---~~. ._.._--~ -.-. -..- .. ..~)b"'!':" ;iI' GROVE STREETL/\9/: " ._ _ _ ~ ~ ~,M~'~'_I~ _I~.I~ ~ _ _,_:~.~'~t~l~ ~._ ~,_;_J_ _ ~I_'_I_ ~l_,_I~l~ ~,~ _ ~I~t~:_'_~~'_ _.~,~.,~,- - .-- i '! . , . ,-,\. :,:> ' '1- ' ~&~ALV~~~,f)~______,___..__,___ .~.~.~.~,..u..=.....~,;,.....~;.:.;.;.l~. ~~T ~-::~~ c;--:----;:~-=:~---' .. ,J.., UP.. . ,)j '- ','~ - - - _ul;+ - - - - ---x);:' - - - ,- -ONW'- - -.. .--.. I ~.,. rtllW\tflI'lll\. ""1 ~)-.~:- ~ ~il'li' ~". all I , . f)'\ F.F. '1,A.' 35 5 . @ F.F. 35.5 ~ 0- .1 -I @- .1 z- <(! (1)1 ul .' >i..... 0...,.' I ::s.i io~ "":1 ..Ji to- oo~ ~~ l..&J~ @ f6~' (7) W.M.' & SERVICE (SEE NOTE) @ F.F'. 36.5 @ F.F. 37.0 '" \ , , 1.{I. ~c @.o<'YC\'" F.F. 37.5 '. (5) W.M . & SERVI E O'(SEE NO }- @ F.F. 37.5 @ F.F. .... 37;0 ",,::,bc.'. J') J!; : .-~ I;. (;J' 'COVERED / PATIO COVERED PATIO COVERED PATIO COVERED PATIO @ F.F. 37.0 COVERi)) PATld'I II n . I COVERED PATIO COVERED PATIO COVERED PATIO COVERED PATIO COVERED PATIO COVERED PATIO COVERED PATIO r ~35.7 5 ~ (:,\ r5.5 ~ ~ ~ ~ COVERED PATIO COVERED PATIO COVERED PATIO o CD ---II 35.4 1 <1/1,1'" --- 4.7 :\ I I ~I / ~I ... . ~I 01 >1 ~; 35.1 + 5.15 ~I -I t!.1 ~I ~ to: I HP : 35.3 + ---~--.@ ~I 35.2 ~I 01 01 ul 6:1 ...1 : I ~I " II -~ ~I :1 I ~4.7 ~-- @J ....~ I , , .' 164LF -12",s pvc @0.43% i ---------------~--------~--~--- - NEW 15L.F.6 ,s f l - ~~U~U~I~ .' . DECORATIVE FENCE(TYP) '.l COVERED PATIO ; 1 ! ; ". ". . [I - .; .. (..' -/. l.,,::,J' ,~I \1'" n.' :)~:...:l .,.:), ;. Ie' ")<:j , sn. ;,.~.'.':. I'. i = = 37.1 ====== === ~ = === ,J l DUMPSTER & RECYCLm ENCLOSURE I : I HOS : 11818 . :11 :0 I'll". · EI ~ / (.,0 , J6.-' / "'35.2 +35.8 ;! ,: I: 36.0 . 3.r.5 36.0 36.9 36.74 ~{.. ~~~ H.P./ ,)V ..... )~ H.P:+37.26 ' ~.f ~ 34.6 /, .9'\ + '1,')' 35.2+ ~' 35.3 I , ~ , ti I , . ft ~ I . I . . I . . ~ . , 11 , . ,~ 35.75 35.92HP 36.25 ~ POOL (BY OTHERS) COVERED PATIO +36.3 +----, -.----..---+-.CRQ'!it~---,.---- 36.36 36.58 ~6.06 ~;rl ,(j'~ -'f- 1,1 >' / 36.02 ~~ ~ t. ~ - :--14~ ~35.75 -;7 35.75 \ \ \ f 36.9 i H.P. I =J. \ I 35.9~ ~ ~ ~ ~ 35.7~ 36.7 ==== ~ / === === ,J,O 6' MAX. HIGH ~t~~I~l{~ 1 FENCE(TY~) ~,f) X '1}!" I ~. ! ! ; ~ ~ ~ '35.0 ~ /- . . COVERED PATIO '~ t:1; ~b . V COVERED PATIO COVERED PATIO @ F.F. 37.5 . . ! 4LF -1 2",s PVC@0.43%<..-':' --------------- .-- 1.!,,t,J ~ ~ \J: ~..... ~" . - @ Z <( (I) o LO I II COVERED PATIO . . COVERED PATIO COVERED PATIO COVERED PATIO COVERED PATIO COVERED PATIO CovflED PAil) .'.. COVERED ". . PATIO @ F.F. 37.5 @ F.F. 37.5 06 @) F.r. 37.0 '1/~:90 @ F.F. 37.5 -l · u : . a.. . -- . Cl . . ~1 'Q : i '" . to : ~ . .J : 00 · 00 : . . . . . . . . . . I COVERED PATIO \;-,.1 l.,A, COVERED PATIO @ F.F. 36.0 .....J>S-.. <: II ; ;:~ I 'i ' I I, , I Ii , J il ~ I il ij I :,( 11 i j I i i.... i 'i ' . I I:'{'k'~(! ; I ! i~/1.'" ~.; if; rrkf j1 'I, . : ,. it. '+1 t;>" " ' L ii i[ ;, . .. ~.I~ i~ ' ~ I , , f~" I D ~, I .11 F ~ j iA'?'~!li~ ftrdl~ ,,'....""-""'- \ . I j \\ ;/ . j !l .J 1 I! '~..~. No" 5' ..,., ~., ~.... ^"... ~ fI"i l;t~ ~,~ ""' a>f"'~~4~ fc;('"", ~p''''/ ,.~ "~~~~N~~~Y~i~~;~.~ ..' '< 1;',~ ; TOP .36.0 c: INV.32.0W i i COVERED PATIO COVERED PATIO ~-1 At;, J! :J'J ' @ F.F. 37.0 @ F.F. 36.5 '.,:.,..""': (7) W.M. & SERVICE (SEE NOTE) @ F.F. 35.5 (7) W.M. & SERVICE @', F.F. 35.5 @ F.F. 36.5 - (\*1 .. : .. v-,:, 1. ',~ \ ~i)~.,,:...,.1.;60........'. \ " "r ., '" ',. - .n. nn.un~n't~;;~~I~,..~.~,""" ""'~"",.,_..u""'~.....~!It'l?>i!!I'.~.,jI?;,'FJj.,.. _~IlI'Z""'*'lIlIl_/lSIS..a..ar;i<:"""WlSi""';m=. \Il:1D!!'> ""'.'~"'"'' . ............1........, I.':': ",',. ~ ,..I. ___~~~~:::.c.~=s"'-~ .... ~I~ ~38S^7.N N..M~~.woEET...~~TWA' 'p' 3&/V4A'L'V'C . ,go. . 'I:'~ - -~~: ":. ~~~~2~,:~' :~~_~::;~~r-- ~'~A.. J INQ:~ rtw )) ~<! ,. [)( f/,-,r','" ) INV.29.0N ;. ( ',: r P~)wer'/ '.': " of. INV.30.6E rl f I'J'--~ MClJlic/e i1 I ,"'~ , E,)?i.._____,__._.._.:,..--.-,---~......1,,0..~.~-------,-..- ,___,____._.."._,. __,__.._.._...1.;;,V~~:_, __,____,'..,,__, ' _", . \ ___...-_,~,_._.__....s,:o.;, ,..............._____........_~~~-'~-'----"_'~~....,.....:..,;;;,.:::r-,.>F"-.,....,.c............"......,---.,J~~t;'---'~ ~i.!; ,:..__..,,,,_. _ .. .....' ___....,_ _,_.. ..,_.__.._.__.._.."..-:~i. ..:,..,...... _ ...._,____., ...' :< _ .. , '. '.-' u . --' ,....,.. '. .,... u , " LAURA STREET ~ // II i ' LAURA STREET __ ____ ~~. . ~_ __ ._ _ ____.~, __, ~ _~~__ __ _ _~ ~~_ _ ..L II .. . --~- .-..-. - ~~~..-.--.-.~.~-~.._._..-,-..-q ~.~.-.-.~.-- ~ -.------.~- .~.-. -'-'~- .'- _..'_n. -"-'.- "~__"_~~_____h_. .,~_,"_,,_,___"_"__'_ _~...___~,_.__w____~~. .--.~.'~. ..-__,__._..._._______. -----...,.-...- -~. ..-..~-._.-_._.--~. -'-' n"_'_ ~-,,_.---~"-- ~---, :.:/\ ~/~/v!T/~r; / 'vf,d/'1i7C/Lt / ~ I "/IP '0-:: r,'" 11 / I _ ,. of I ,,___... ., I i/ W = L.~9 94 l-I .- ----...--.-..-.--,-..- -,--. ..", , ;--:-..=-~~--= ,~--:-~",-"-"'-"-"-"--"--~--- 0'": ...-..-." -.. - .-, '-- ..- 'u_ - ---.. ,,----..---....--...--.- ----,------" -'-- .._,,-. ,----- ..-------,--....------.-,---,-..,--,-...---......--..--....-..--. .-....,.., , -... . ..,.. . ..'" ~II ~: I , . 0 . (5) W.M. : . . ..I,h1.......: ;1)" & SERVICE i ::...., ,.~. .-.. ...~:......;,,0;:,;,-:::;:.;;;;~~~~..;.;f~~!J~ :: ;,:;~:~..~~~:. ",.".~.".:-,................... .; NEW 1-1/2" fONN)EC. ~ION .,' I".' (,,\) TYP" .;,':..' .~'; " WET TAP&VALVE ' , , ... ~,I' .. ._....,.. '..,i~J'_.... ~ \\ , . ... --.1.-..--..-- 4~ I " . , . ~ a , , >\ .,'.1 ,& '1 :'\ , ,,'. ~',! ii" : :\ I l\ ! '1' i , i I ! !l 11 i 3~~'i2iO ~i' C ~ =0 tI:1 ~ ~ o ~ ":l wi > l!, < :;{i tn t Z ~ I C. ~t ,tft1 I \ 1 : I I J '... ...'..1 . i ~. ~:' ~ ~ ., j: I g I, r l'lJ ",', ~ :-. . . . < .J. ~ ! : ~~. 1 _ \,;\ '.'1 ':"F " i J.~ '.:' ,:~ . ;' - , .. ,~ , r \' J:) " ~ 'tl; ~-~ 'i',.'~ ,~ !.~j'~\."..:'.;.' ~ """ """" ~_.." ~l;;\ ""ll!!i ;!;n i I , r ;1. , , ~. :~r~::: --'<: NEW GAS CONNECTION ROOT AND "1 !i BRANCH PRUNE I Ii PER ANSI 300 I ;: HAND DIG 4 , FOOTER \ f: Ii I n t, " I.. . II: !: .!w'.:' ':1 ;1 .:'.!t !i ~' !; Ii ). ::3 i 11[ w Ii , Ul ;j i ' ~. ! . ;1, \ ~/\ ,\ 9 i I I -~="-"'~",.~ .:!,/ .".,. ";>:. - WATER NOTES WATER METER AND SERVICE SIZE BASED ON FIXTURE UNITS IN ACCORDANCE WITH FLORIDA BUILDING CODE TABLES 603.1 & 709.1 * PRUNING NOTE: ROOT PRUNING TO BE PERFORMED AT ALL GRATE CUTS, i.e. FOOTERS OR UTILITIES WITHIN TREE CANOPY LIMITS. ANSI 300 PRUNING STANDARDS ALSO TO BE PERFORMED ON ELEVATED TREES. \/\? SOFT DIG REQUIRED BEFORE CONSTRUCTION L,\ /'~ AROUND CONCRETE ENCASEMENT OF ELEC. CONDUIT ,. OR OTHER UTILITIES TO CONFIRM EXISTING CONDITION. No. FIXTURE UNITS 18 19-55 86-225 rfJ OF WATER PIPE (IN) 3/4 (MIN) 1 1 - '1 /2 RECOMM. METER SIZE (IN) 5/8 1 1-1/2 EXISTING STORM STRUCTURES EX. STORM M.H. @ RIM EL 30.25 S. INV. 23.93 12" RCP W. INV. 23,79 12" RCP \ NEW STORM DRAINAGE LINES LINE LENGTH lYPE DIA. SLOPE 1-2 164 FT. PVC 12" 0.43 % 2-5 67 FT. PVC 12" 0.3 % 3-4 164 FT. PVC 12" 0.43 % 4-5 44 FT. PVC 12" 0.45 % 5-6 202 FT. PVC 12" 2.02 % 7-6 43 FT. PVC 12" 0.47 % 6-8 42 FT. ' RCP 15" 0,24 % &-9 154 FT. RCP 15" 0.25 % 9-10 67 FT. RCP 15" 0.27 % NEW STORM DRAINAGE STRUCTURES ill fJ) <D ill <D <D (]) <D @ @) NEW INLET INDEX TYPE C FOOT INDEX 232 1 OF 5 NEW INLET INDEX TYPE C FOOT INDEX 232 1 OF 5 NEW INLET INDEX TYPE C FOOT INDEX 232 1 OF 5 NEW INLET INDEX TYPE C FOOT INDEX 232 1 OF 5 J.B. TRAFFIC TYPE INDEX 207 1 of 1 LEFT WING INLET INDEX 209 1 OF 1 RIGHT WING INLET INDEX 209 1 OF 1 J.B. TRAFFIC TYPE INDEX 207 1 of 1 J.B. TRAFFIC TYPE INDEX 207 1 of 1 EX. STORM MAN HOLE RIM THROAT ELEV. ELEV. 35.4 NEW INV. EL 31.4(W) 30. 7(E +S) STRUCTURE TYPE 34.7 35.4 31. 4(W) 30.17(E +N) 30.5(N+S+W) 2641 (E +W) 28.0(N) 28.2(S) 35.1 35.2 32.5 31.71 32.5 31.71 32.11 27.87(E+S) 25.92(N+W) 25.75(E) 23.93 (S) EXIST, 23.79 (W) EXIST. 30.64 30,25 INDEXES ARE CITY OF CLEARWATER STRUCTURE CD SANT ARY SEWER STRUCMES TYPE TOP EL EXISTING MANHOLE 32,20 NEW INV. EL 32.2 28.20(E) EXIST. 28.12(N1 EXIST. 28.32(S EXIST. 27.9(SE NEW 28.2(E) NEW 28,' (NW) NEW 29,9~E) NEW 29,8 W) NEW 30.4 S) NEW 31.3(W) NEW @ NEW MANHOLE INDEX #302, PAGE 2 OF 3. @ NEW MANHOLE INDEX 1302. PAGE 2 OF 3. 33.9 @ NEW MANHOLE INDEX '302, PAGE 2 OF 3. @) EXISTING MANHOLE 35,3 CD NEW MA.NHOLE INDEX '302, PAGE 2 OF 3. 34,2 26.77!E! EXIST. 26,72 N EXIST. 26.72 SEXIST. 26.72 N NEW. 27.0(E) NEW 269(S) NEW 27.2(N) EXIT. 30.6~E~ NEW 28.7 W NEW 29,0 N NEW 32.0(W) NEW 30.89 \ @ NEW MANHOLE INDEX 1302. PAGE 2 OF 3. 31.21 @ NEW MANHOLE INDEX '302. PAGE 2 OF 3. INDEXES ARE CITY OF CLEARWATER 36.0 NEW SANITARY SEWER LINES LINE LENGTH lYPE DIA. SLOPE 1-2 38 FT. PVC 8" 0,53 % 2-3 289 FT. PVC 8" 0.55 % 3-4 275 FT. PVC 8" 0,50 r. 5-6 31 FT. PVC 8" 0.58 % 6-7 320 FT. PVC 8" 0.53 % 7-8 277 FT. PVC 8" 0,50 % SCALE. 19-20' o o 10 20 40 ~.. z =t 200 ~ ... CO \I ~' ~~~ ~...~z ~~- o-~ A,to-~ ",I'4A zez ~ ..- ti) ;:;~ . ~% ~~ ~~t: ...-11II z;z 1II~.:.i ~~:C OS~ IlC ... - \1\)! I . ~= to- M M ---- " % - z...~ z"'o ~...- ...llCe= A,...O "'.. 00" zz .. -4-4m ........ ...~ .~~ .. ...\l1lC >..:5 -0.. "~\I I NES Comm.: 0325 I I Drawn By: A.G.G. I I Checked By: K.H.R. I Ilssue Date:06/18/031 Revisions: No. Date Descri tion 1 8 14 0 DRC COMMENTS o 10 03 CITY COMMENTS / DDESIGN/DEVELOPMENT ~PERMITTING & BIDDING D CONSTRUCTION DOCUMENTS LL. .....I <( :a: I- en <( w I Z S t1.. w I- - CI) LLI C!) ~ Z - ~ C ofJ U) w - I- - ....I - I- :::) U) l- LL o .J Z ;: o I- Z ;: o c --./ / w :.':) Z w ~ . 0.::: ...., C)Lt) ~~ ~(II") 0.:::(11") we:( :cO ....- ::)0':: -19 z...... - :J: .. .....cr::: o.:::W e:(~ :Es= · D::, Z<c C) w C)....J ..... (..) . - ~ i '" THIS DRAWING IS AN INSTRUMENT.Of' ~?ER\IICE ~w sH,ALL REWIIN THE PROPERlY OF THE ENGINEER. AND 5 NOT, BE RtPRQDIJCED.; PUgU~~. <R. USED IN ftN( WAY WITHOUT THE CONSENT 0 THE EN~GINEER.," ; '. ~. ~ ~:... ,~;t~ IGHT 2003 NOT PUBLISHED .- '. . ""I ~;.. . i.:;' \ C5.2 'f c 9T 1 6 2003 KE~N~TH Ji~RolfSH, P ~~_~3366 COPIES QF t~ES~ PlANS A8E' 'NOT 'v.~ID UNLESS EMBO~Sf[) v.'IJ~ JHE, SIGNING ~NG!i~ELR'S SEAL \ W'< NEW SAN M.H.: TOP .35.3 INV.31.3W I II rI r:.Ll . ~ II ~ II :I: II o II ~ I <( rI ::E II II ,_.. I I .. " ,.. '. . "" ," ~. .,., ~' " ,11,.. ,," NEW SAN M.H. I TOP .33.9 a ,; t~~~~:K~ ...~.II ".....~;.:, INV .30.45'" ,. ,. . ' . ~. .~::' ~ ~. .. ~' .~. ~...":' '""''' ~.. ~.' - ..., ..- . '-;;1-.' .. -. "--.i-.,1..7.!'V- ..., '. . . . .,.",. ..~, .,.". ,-"". ">JI ,...", "'h ..... -=- l'$ """I fi'''''' "''''' ;o;lO/ ''''''I' ;w; fl\T1' ~!!1r~ .~. :',~ '.1'!< .,~ ...,. '?i'.,,~, ~! ~ GROVE STREETdl9i ..1 .8"~ pvc SAN.@O.55% ",' _,_ ~'~I~\~t_'_I~'~1_1_1~'~'~'_1_1_1~l~'_ _ _ .. - NEW 1 - 1 /2" WET T~VALVE ..., , I . . . ........... F.F. 35.5 @ F.F. 35.5 @ F.F. 36.0 . (7) W.M. & SERVICE (SEE NOTE) @ F.F. 36.5 6' (5) W.M. & SERVICE (SEE NOTE) ~ 0- .1 -I @- .1 z- 4:~ (/)1 ul >i a..- I ~'Q~ i.ol u:i -.Ji 1O- IX)~ 3:~ w~ -\', ~t. r{ .. I @.< F.F. 37.5 @ F.F. 37.5 @ F.F. / 37.0 @ F.F. 37.0 ,.'. ':!>lJt.. @ F.F. 37.5 ..' A I; i COVERED PATIO COVERED PATIO COVERED PATIO @ F.F. 37.0 @ F.F. 37.5 COVERi,i P A TIcJ- II II o II COVERED PATIO COVERED PATIO COVERED PATIO COVERED PATIO COVERED PATIO COVERED PATIO COVERED PATIO ED ~ / ~35.75 ~ CD f5.5 - -1.4 ~ \ ~ 35.75~ ~ 5.1 ~ ~ ~ ~ / .,.// ~ "3'5.2' ~ COVERED PATIO COVERED PATIO COVERED PATIO X:> 36.9 ... .. (~P./ H.P~+,31;25 .- /, , . d.' --- 4.7 :\ . .o~ ~. . ~. g. ~ ~. _. 35.1 5.15 ~ + -. J.. ~. 35.2+ ~ <0: . . HP+ .35.3 ~ -- . -----~--.@ ~.35.2 ...... 01 01 o. ~. '&,. : . ~. '-, II -"'" ~. ::. ~4.7 ~-- ~ ~ ~ 35.0 ~ - I ,. 164lF -12"~ pvc @0.43% i ---------------~--------~--~--- NEW 15l.F.6' ~ 6' MAX. HIf)H I ALUMINUM ~ DECORATIVE FENCE(:rYP) COVERED PATIO - . .~4I1 36.67 ~ i',.l = = = == 37.1 ~ = 36.7 = == I L-.t.o +35.8 r\:StJ.u 3f.5 36.0 DUMPSTER l RECYCLING ENCLOSlR: / : IHOS : IIBIB . :1 : rI t.... :. . +36.3: I / HOSE BIBB 35.15 35.92HP 36.25 ~ POOL (BY OTHERS) ............ 36.48~ + 36.05 +- . 36.35 36.02 + '.,f':" 36.58 / 36.48 36.22 I ~~ , ~ I ~ I ~ ~ ---II @l ~3~.4 ~35.75 7 35.75 \ \ \ \ . 35.9~ ~ ~ ~ ~ 35.7~ 36.7 ~ ~ a::::::=:o a::=:c c:==:o E:E:::%:I ~ = 36.4 == ~ / /- 6' MAX. HIGH ALUMINUM DECORATIVE ~. FENCE(~~>'j \' COVERED PATIO 1 4lF-12'" PVC@O.43%..-':' --------------- .-- ~~ - \) ~,. COVERED PATIO COVERED PATIO @ F.F. 37.5 COVERED PATIO 7 @ I I COVERED PATIO . Z 4: (/) o LO ..J U COVERED PATIO COVERED PATIO COVERED PATIO D i COVERED PATIO @ F.F. 37.0 COVERED PATIO covIMED PAJI) COVERED PATIO @ F.F. 37.5 @ F.F. 37.5 36 @ F.F. 37.0 @ F.F. 36.0 J>s COVERED PATIO COVERED PATIO COVERED PATIO COVERED PATIO a.. . o 'Q- 1O La.. .J IX) IX) @ F.F. 37.0 @) F.F. 35.5 @ F.F. 36.5 @ F.F. 35.5 @ F.F. 35.5 (7) W.M. & SERVICE @ F.F. 36.5 Y. . (" ".....""........ w' .:::. ::l~' ----- NmJW SAN.M.H. ~ T P.34.2 ." NEW 3/4" I .28.7W WET TAP&VALVI;: INV.29.0N ~ nt, INV.30.6E .,' '<>"; "_;._.;.-.....-..._.,.......~~~_-+_~I-......_~t~;@IIIf.;~_i_._.I__.~4_ ......, ,-~--_...._""""..,..~.r-~...'1'I...-~.,-"l!<"-....I!l!'-'.Wff '.,'1><"-., 4.;j.\ .,....;. ,."...,........ ~' "'''''..'::;!iI; 1~ ;>'1, 'o<#I:.lll'-" "". y, '\. 'I!-oi,. , LAuRA STREET . . ~... ,<t'.' "_, ,., ',I '<i"~ ',.i'Jli .~. .c\" 1;;'~' ~~!" '>~6 ,,".+.J' ~.. ..,.~,;,"'.'. ..,. ." " " "-~w,,.\ NEW 1 -1/2" WET TAP&VALVE , .. ~~. ,,;,0l' . ~ "'>..", Ifll_..~__. __.... ............._.... ...."il.i.........., A........,;O",..' "$"""'.. ....',...."., ~, , '1 ;.' ~.'::c..' ,u;;;;r.....-:.~-_. ..~::f:: -., '~,.!:,,, ~-....""'.::r:t,~;""...,,'~" -... -,,-..---,. _._--~_. ..--.-- .-.-. ...._----- .. - - NEW 1-1 2" '. WET TAP&VALVlt1" ;.. ~" .;J , ~ ~ ~ ~ ~. ~ t. i t I ! ! I ! ~ ~ ~.; j,. . ~ . .', . . ' ~', GAS_.q,o.s_~_GAS~. ..". ,. ,..'! .... ,: ': : Ii .. . , I .<,. . i,:, ~: NEWGAS I i CONNECTION I I 1 , I '; t. I I I I I I I I I ~ > ~ ~ Z ~ c ~ ~ tr1 i~ i I~ ~ ~ ~ I 10 l~ ~, ~ < 1tI1 la \tI1 , . ~ l ! I I I , ~ OBSOLETE f: ., ~. .-1 J r ~, : ( ~ ~ g , I, ", I i ~. !, ~: , i r i l ~ ~l \; I ! I I , , I' I: " Ip ~{ .~1 r r \ .. ! r ~; i1 , I' I' !' 1,\ i ":.....~"i"":QO;!~.:. .::t"..q~.......,""',..,..,~~ ",. ,"'. h.." "f': ,,* ..,..... ' .e..'" . NEW SAN.M.H.. TOP .36.0 INV.32.0W '., , /1/,.,'<'''; ; >< I II' iii I .' t I ! r ,L"JI ,..'''' II I ... m ,:.=:jJ~ --I" ~II ~II :I:iI u. ~II ~: . ".. .__,_._. _. '_"~ _....... __ _._' ..._. ,~"___._....____ ,.____._.n _..__._. ".___.. _ ~_"__ ~_.~ ... ._...._.._.._.J._.__,.__~_._u_____ ..__.~.~.~. __ ._.......... .,......_ .... .._.__ .J__._.__.____~_~. ... ...___.._....___. . -_ . . _ .... _.,.~,__... __ . ... __ __ ."~U. __ _._. _'..'._. ._.~._. ._~__..._. __.._. ._.'_..__._. _-..._., _'.. _n' ._~_. ____.__..__._,. ___.,~_._._. -_-.._.__..... _..,. -. ---,..". ~_...__..._- -- --. '_.'-'_.'~~._~.- i\ .j, .. ~-. . .. _..-,-_.-.._~_._.__._..,--~--~._-_._-----~...--._..- -. ... .---...,~-- --..-.. --,. ... ..--'- --- ){ LAURA STREET ____________._____._..J-.___ _..._._._.. .. ----_.._._~----- ----..-- ._------_.------_. .~----'..._-- ..-...--- - t, , -, , o SOFT DIG REQUIRED BEFORE CONSTRUCTION 'AROUND CONCRETE ENCASEMENT OF ELEC. CONDUIT OR OTHER UTILITIES TO CONFIRM EXISTING CONDITION. WATER NOTES * WATER METER AND SEIRVICE SIZE BASED ON FIXTURE UNITS IN ACCORDANCE WITH FLORIDA BUILDING CODE TABLES 603.1 & 709.1 No. FIXTURE UNITS 18 1 9 - 55 86-225 r/J OF WATER PIPE (IN) 3/4 l(MIN) 1 1-1/2 RECOMM. METER . SIZE (IN) 5/8 1 1-1/2 \ \~ ''\ EXISTING STORM STRUCTURES EX, STORM M,H @ RIM EL 30.25 S, INV. 23,93 12" RCP W, INV. 2379 12" RCP NEW STORM DRAINAGE LINES LINE LENGTH TYPE DIA. SLOPE 1-2 164 Fl PYC 12" 043 % 2-5 67 FT. PYC 12" 0.3 % 3-4 164 FT. PVC 12" 043 % 4-5 44 FT, PYC 12" 045 % 5-6 202 FT, PVC 12" 2.02 % 7-6 43 n. PVC 12" 0.47 % 6-8 42 FT. RCP 15" 0.24 % 8-9 154 FT. RCP 15" 0,25 % 9-10 67 FT. RCP 15" 0.27 % NEW STORM DRAINAGE STRUCTURES NEW INLET INDEX TYPE C FDOT INDEX 232 1 OF 5 NEW INLET INDEX TYPE C FDOT INDEX 232 1 OF 5 NEW INLET INDEX TYPE C FDOT INDEX 232 1 OF 5 NEW INLET INDEX TYPE C FOOT INDEX 232 1 OF 5 J.B. TRAFFIC TYPE INDEX 207 1 of 1 LEFT WING INLET INDEX 209 1 OF 1 (]) RIGHT WING INLET INDEX 209 1 OF 1 RIM THROAT ELEV, ELEV. 35.4 NEW INV. EL 31,4(W) STRUCTURE TYPE CD (J) <D <D 0) <D 34.7 30.7(E + S) 35.4 314(W) 30,17(E +N) 30.5(N+S+W) 2641 (E +W) 28.0(N) 282(S) 35.1 35,2 325 3171 32.5 3171 @ @ @) 32.11 27.87(E +S) J.B. TRAFFIC TYPE INDEX 207 1 of 1 J.B. TRAFFIC TYPE INDEX 207 1 of 1 EX. STORM MAN HOLE 30.64 30,25 25,92(N+W) 25.75(E) 23.93 (S) EXIST. 23.79 (W) EXIST. INDEXES ARE CITY OF CLEARWATER \ THIS DRAWING IS AN INSTRUMENT OF SERVICE ~D SHALL REMAIN THE PROPERTY OF THE ENGINEER. AND SHAL NOT BE REPRODUCED. PUBbtSHED OR USED IN ANY WAY WITHOUT mE CO~NT ~ T ENG~~~ 2~T ; 2"2003 KENNETH H. ROUSH, P.E. ~~6 . , , __---r-__.___. -,--- -. . COPIES OF THESE PLANS ARE NOT VALID UNLESS EMBOSSED WITH THE SIGNING ENGINEER'SSJ;AL' \ SANT ARY SEWER STRUCTURES STRUCTURE TYPE TOP EL 32,20 NEW INV, EL. 2820(E) EXIST. 28.12(N~ EXIST, 28,32(S EXIST, 27,9(5E NEW 28.2(E) NEW 28,1 (NW) NEW 29.9~E) NEW 29.8 W) NEW 304 5) NEW 31.3(W) NEW CD EXISTING MANHOLE @ NEW MANHOLE INDEX #302, PAGE 2 OF 3. @ NEW MANHOLE INDEX 1302, PAGE 2 OF 3 322 339 @ @ 35,3 NEW MANHOLE INDEX 1302, PAGE 2 OF 3. EXISTING MANHOLE 30,89 26, 77!E} EXIST. 26,72 N EXIST. 26,72 SEXIST. 26,72 N) NEW. 27,Q(E) NEW 26,9(5) NEW 27.2(N) EXIT, 306{E~ NEW 28,7. W NEW 29.0 N NEW 32.0(W) NEW @ NEW MANHOLE INDEX #302, PAGE 2 OF 3. 31.21 CD NEW MANHOLE INDEX 1302, PAGE 2 OF 3, 342 @ NEW MANHOLE INDEX 1302, PAGE 2 OF 3. INDEXES ARE CITY OF CLEARWATER 360 NEW SANITARY SEWER LINES LINE LENGTH TYPE DIA SLOPE 1-2 38 n. PVC ' 8" 0.53 % 2-3 289 n, PVC 8" 0.55 % 3-4 275 FT. PVC 8" 0,50 % 5-6 31 FT. PVC 8" 0.58 % 6-7 320 FT. Pye 8" 0.53 % 7-8 277 FT. PVC 8" 0.50 % SCALE. 19-20' ~ z~~ ~~ 200 ...eov ~~~ ... to- 'lilt Z ~..- 0-'" , &.\, I'-r ~ ,^Me zt:z ~)(i \i) ... ~ cg) . ~% .A '" / ...,w ....eo... ~1'4,,^ p-WI z;z YI'lIf.:.i ~~:( oS~ c= YI - 'Al! I . U\ 11\ ,... "" '"" \J Z - z.... z...o ~w_ ...c='" &.\,...0 '^... 00""" Zz .. ~~m ........... YI~ .~~ ... ....v'" >'""~ -0... \1..0\1 I NES Comm.: 0325 I I Drawn By: A.G.G. I I Checked By: K.H.R. I ~ I Issue Date: 06/18/03\ Revisions: No. Date tioiJ 1 08 1 4 0 DRe / / --./' --------- DDESIGNJDEVELOPMENT ~PERMITTING & BIDDING o CONSTRUCTION DOCUMENTS " .. en LLI :::>> t- z w LL > <C 0 . a:: .J .., C) II) Z Lt') - ....... Z ~ M a:: M :J w <t :I: C I- - 0 ::) 0::: ...J 0 ...J ~ Z LA.. ..- :t: .. Z 1-0: a:W :J <C~ :Es= . a:: 0 :z <C Q IoU C Q ...I ..- (.) LL. ..J <C :J: In- (/) <C w I Z <C -J a.. W I- -- (I) LLI C) <( Z - ~ C ~ (I) W - I- - --I - I- ::) C .2 --/' / OBSOLETE 4' Drop o.t All Drives 2'R 4' Drop 0.1; All Drives =~ 00 CO,", . . ~~ 'lIltZ 'lIlt- ~ -A, 1"-", M~ eZ .. - )(~ <(@ Yo :J: ~\I ~III CO I- ""'" '''' ;Z 'lilt.. .... -- r--<( ~~ - . III 1'-0" 1 t / HANOICAPPED SIGN /' SEE INDEX NO. 119 l' Drop o.t All Drives 1-3/4'R 5' VIIDE 1RAfF1C 1'oH11E SlRIPE (TYPICAl) \.J eo.ring Surfo.ce l' 'w'eo.ring Surfo.ce IJl , '<I" , ...... 'w'eo.ring Surfo.ce STANDARD PRE-P"'NTEO DISABLED PARKING SIGN ON l/B' THICK SHm AlUt.4INUlA , '<I" , ...... 3'R 3/4'R " ^- AdJUsto.bl~ T +2' (8'vWt\te Box COMpo.cted Thickness) 6 ~ !.. o l<- C !.. ~ QJ > , 0 \i) U I 4- o ru r. +> 0- QJ Q 'vi eo.ring Surfo.ce WHITE BORDER '" SYJ.4BOl BlUE BACKGROUND +' ^ .3 o Ol :t C ~ :i o to ~ 6 , ~ ~ :/.. ..~.'. ~ ~ ,,', ....,.: ...... /,v ,~ J>'4 COMpo.ctecl ):-;l . 9' '1' '1'1 . $ubgro.de. . ~.. ~~~~ ~~'.'.','.'~'.' .~~~~>>y>)y^ ",-' 'O'~~ v~ ,,>' /, ////////,,/,/,(// RAIoIP DOWN CONC. WAll< SEE INoEXNO. 109 CONC, WAll< . IJ) L Q v 1>', t> t>-. , ,)I A.'.' :c.'.: \D ^,. 'A. . ...... I' Bo.se /" d/ ... :.~. y... 0, 6' ,. I. 12' . . 12' . ~. . . ..' .' ; I COMpo.cted ~/W>Z/R00~~~~~ - . "~/00~ , ru ...... , (J\ . p. t>3/4'R : P .4 BlACK BORDER '" LETTERS WHITE BACKGROUND , ....... ..... Bo.se ...: po <1 Do.se .q 'y u ~ [J 5'-0" I 'w'hen Vo.lve Occurs In ROo.d~ sot Boso on lO-Connon Brick, "'" / '6' I 24' ~~I . I Cortlpo.tted %X"cA'(7AQ' AY'X"cA'<7J(Q- ~subgrocle ,,", ",,,,,- "',,"" \''''';,~''>~''>>>>~~~~~';;: "//~~0 NOTE: 'w'hen used on high side of roo.dwo.ys, the cross slope of the gutter sho.ll rtlo. tch the cross slope of the o.djo.cent po.veMent o.nd the thickness of the lip sho.ll be 6', unless otherwise shown on plo.ns, ~ . Bo.se BlACK BORDER . '" LETTERS WHITE BACKGROUND $255 FINE F.S. 318.14 NOTE' Concrete to be 3,000 psi, with fiber Mesh relnf orclng, z " :.., .- y, ~ I I\LL LETTERS " SERIES 'C' .I Subgro.de --i 1- 2' ",In N ::::. , (\J . o , -.. 2' HOT DIPPED GI\LVANIZED STANDARD WEIGHT STEEL PIPE VALLEY GUTTER CURB -j MEDIAN CURB N .... ., If) ~ ~ ~ "oter Moln Restro.ining Joint CURB STRAIGHT NOTES: Hoch, "oint VOI/ . ~.:...' .~~:.;::' I " I 1"[~ (1m :': ::: mil I -'11== I 1'- - II. I:~,:I ~~ LJ-+ i 8' t ., TYPICAL HANDICAP~ED SIGN DETAIL ~ 6" FACE OF CONCRETE ~ PAVEMENT SURFACE CURB B'X2' -6' CONCRETE t.lASS. fIN1SH TOP OF MASS lEVEl '" WITH A SLIGHT RAISED WASH ,. APPROXIt.4ATELY 1/2" ABOVE ": LEVEL OF TURf /500, TYPE I CURB 12'-0' 2" (TYPICAl) ~I IT-D' 113 B"r Typlc,,1 1. There sho.ll be 0. 112' seo.l joint between bo.ck of curb o.nd clrivewo.y. 2, Concrete in curbs sho.ll be 3000 psi, with fiber Mesh reinforcing, I NOTE: All pavement markings to be thermoplastic. TYPICAL VALVE SETTING CROSS-SECTION TYPE C TYPICAL CURB CROSS SECTIONS WHEEL STOPS REINFORCED CONCRETE N.T.S. CITY INDEX # 402 1 OF 4 TYPICAL SINGLE HANDICAPPED ST ALL N.TS. CITY INDEX , 118 1 OF 2 N,T,S. CITY INDEX # 101 1 OF 2 CURB ENDING DETAIL GRADE ~ WATER MAIN STORM DRAIN N.T,S, CITY INDEX /I 117 1 OF 1 11\ 11\ ?"- M M N,T.S. CITY INDEX # 119 1 OF 1 , Pick Hole 7 S 1-1/4' 117 ...... 18" MIN. VERTICAL CLEHCANCE I t-<( ~O ~- I-~ ",0 .... ow.. z .. <(m ....1- ...<( ~~ ~~ ..~ O~ ~'"' 5/8' Min, 4 Required <D l'w' GRADE ~~~~~~~~~~~~W" '<0 ~ 10' 10' I");:E Approved bo.rrel joint seo.ls o.re 'O-Rings' o.nd 'Ro.M-Necks', Two continuous rings o.t o.ll joints, D.I.P. IS USED IN PLACE OF P.V.C. FOR A MIN, OF 10' EACH WAY FROM Ii OF WATER MAIN WHEN THE VERTICAL ClEARANCE BETWEEN WATER & SEWER MAINS IS 1 B" OR LESS. 18" OR LEY VERTICAl CL I ~~~~~~~~~~~:/'/.$'~- , P.V.C. OR V.C.P. ' _ SAN. SEWER GRAVITY MAIN I;;U IE: CONCRETE ENCASEMENT OF SANITARY SEWER GRAVITY MAIN IS NOT PERMITTED. 18' Min. L-- 24' Mo.X, I I PRINCIPLE POST POSITION, CANTED 20' TOWARD FLOW Concentric cone (no. t cover on sho.llow Mo.nholes 0' to 4' depth) Non Skid Po.ttern Required GRADE ~=f~- I 10' MIN. sQ HORIZONTAl CLEARANCE STORM SEWER + OR SAN. SEWER ~ GRAVITY MAIN ~ Required t RING - HALF PLAN FILTER FABRIC , ru !.. o Steel reinforcel")ent 5' Min, wo.ll thickness type II o.cid resisto.nt ceMent 4000 p,s,i, Grout fill opening with non-shrink Morto.r . EXIST, GROUND , '<I" , M 1 ...... SOLID COVER , '<1"' ,ru 7!... I 22-3/4' 'l~ 0 ~PtiJt Mo.chined Surfo.ce SILT BARRIER DET AIL La. tero.l N,T.S, VERTICAL CLEARANCE HORIZONTAL CLEARANCE INES Comm.: 0325 1 I Drawn By: A.G. I I Checked By: K.H.R. I Poured EnCo.seMent pipe entry NOTE: Mo.ln All lo. tero.l Mo. terio.ls, including o.pproved Cleo.nout ho.rdwo.re, o.re to extend to the R/'w' or to the eo.seMent line o.s noted, WATER MAIN & SANIT ARY SEWER CLEARANCES N.T,S. HoMED'w'NER oW'NED AND MAINT AIN(D t Grout flow cho.nnel pipe requires Mo.nhole o.do.pter coupling by no Control) Inc., or o.pproved wo. ter stop coupling, RING - SECTION SOLID COVER SECTION Minil")ul") 'w'eight 128 lbs, MlnlrtlUM 'w'elgh1; 7' 232 llos. 9' 278 lbs, STREET LA TERAL DETAIL N.T.S. CITY INDEX /I 305 1 OF 2 NOTES NOTES 1. 'w'here roadway bo.se is 8' or thicker use 9' ring, aU other co.ses 7' ring is perMissible, 2, Mo.nufo.cturers Model of storM ring o.nd cover to be o.pproved by City Engineer, 1. Preco.st I")o.nhole drop rtlo.y be o.pproved by City Engineer. Shop dro.wlng subMitto.l required, 2, Drop required when 2' Olr over, 3, Mo.nholes sho.ll ho.ve o.n interior o.nd exterior coo.ting of o.t leo.st 15 I")ils dry thickness PRoLo EP214-351 Epoxi-Mo.stic or Koppers bituMo.stic blo.ck solution 300M, Threo.clecl Corporo:tion Stop MUELLER H1500B or o.pprovecl equol \ (Top ot 4S' Angle) So.clclle If Requlrecl See Note 5 .r Curb Stop / MUELLER H143S0 with ~ COMpression Inlet or Ilssue Date: 06/18/031 Revisions: No. Date Descri tion 08 14 03 DRC COMMENTS Lock \Jing ancl o.pproved equal SANITARY SEWER MANHOLE COVER M.H.#6 N.T.S, CITY INDEX , 301 1 OF 2 \Jo.ter Service Tubing Drlscopipe 5100 or Enclot/Yardley Blue Jet, SDR 9, 3408 Polyethylene 19'-8" PRECAST SANIT ARY MANHOLE OUTSIDE DROP N,T.S, CITY INDEX H 302 2 OF 3 Tie beo.M with 2-#5 rebQr continuous So.clclle sholl hove clouble stainless steel strops with epoxy coo. ted dudlle Iron bocly. . I ..., 1 I 1 I I I I I . I (} I I I I I I I J . I 1 I I J I I . I 1 I L6' din. Steel bollo.rds conc, Filled Ctyp) o 17' clearQnce Min, r- I I ':.t- . ~ .......~ -I ..- 0." 0'" Via. NOTES. !. \JATER MAINS TO BE ON NORTH or EAST SIDE Gi R.O.'w'" APPROX, 4 FT. BACK OF CURB UNLESS OTHER\JISE 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 CONSJS"lCNT 'w'ITHIN THE SUBDIVISION, DRIVE\JAYS SHALL NOT BE BUILT OVER METERS. 3, ALL LINES SHALL BE CHLORINATED C\nd PRESSI.E TESTED (TEST FOR ONE HOUR @ 150 P,S,j,) UNDER THE DIRECTION OF THE UTILITIES DE;~~,':; MENT. AFTER SUCCESSFUL COMPLETION or THE TESTING o.nd CHLORINATION, THE PRESSURE ~~:...lL REMAIN ON THE SYSTEM AT ALL TIMES, 4. TEN FT. SEPARATION REQUIRED BET\JEEN PARALLEL \JATER 8. SANITARY SE'w'ER LINES. 5. SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS TO 4' PVC MAINS. SADDLE IS REQUIRED FOR 2' SERVICE CONNECTIONS TO 6' o.nd LARGER PVC MAINS. LARGEST SERVICE CONNECTION TO A 4' MAIN IS 1 1/2' C\nd LARGEST TO ANY MAIN IS 2', 6, MINIMUM DISTANCE BET\JEEN SERVICE TAPS TO ]C NOT LESS THAN 36', 10'-8' r Cleo.nout Plug Concreto p~ Thick x 1'-6' Sq, u c o u~ 6 ~v; 6' drop pin Ctyp.> 2 Non-Penetro. ting Pick Holes , ru , L ,- 9 5/8' 'I ~/////~ t ---- 17' cleQrQnce Mln, Gr Qde 00 .\ --L { ~ T 14 ~ I ' swing gQte (typ.> 24' 3000 p,s.l. concrete slob with fIber Mesh reInforcing - Monolithic, I"lin 6' thickness, 6'x6' I lOxlO 'vI:vI.F, 4' 8'x 16' concrete footing wi 2- #5 rebor Cty~) / / 6' or 8'- 1/8 Bend o '- drop pin hote (typ,) o PLAN WATER MAIN SERVICE CONNECTION DETAIL N.T.S. CITY INDEX # 401 1 OF 3 10 5/8' ------;-j 9 7/8'-]1 25 3/4'-------1 I 29 1/2' -l RING - SECTION W'elght 85 lbs, ELEV A TION Plug (See Note) SOLID COVER ,. Ll PERMITTING.& BIDDING c DUMPSTER ENCLOSURE SINGLE . (\J ...... ...... ~...... ,- SOLID COVER SECTION \Jeight 120 lbs, [- 25 112' ---j ~ N.T.S, CITY INDEX /I 701 1 OF 3 Service Latero.l o 0 8' -1 I 13 1/2' ----l NOTES 1. U,S, Foundry No. 117 Ring And BL Cover, Or Equa.l. . W :J Z W > <( ~ Z~/ - ~ ~ W :J: U)~ I--..J u.~ O~ ..J<C Z~ 3:<1: ~ o tiiW ffi I--~~ ZI-3: ~(I)~ O~<( :J W c~c3 CLEANDUT DETAIL Top View Approved Do.ckflow Prevention Devic~ 2' -8'Min, 8' 8' Ring & Cover See Inde, 1203 1. Non traffic bearing. 2. When pipe diameter exceeds 30", ~,Iets shall not be used as junction boxes, limit 3 pipes per inlet, 3, Chamfer all exposed edges. 4, All concrete sholl be 3,000 psi, with fiber mesh reinforc Ing. 5. Center support shall be used on double wing inlets, (See Detail B). \.Jo.1;er Meter Connection Additional 14 Rebar As Shown / / Ford (Tll") Regula. t<B1do.ptor CLEANDUT PLUG DETAIL .., STANDARD CLEAN OUT (Sanitary) N.T,S. CITY INDEX # 304 1 OF 1 Flow 14 Rebar 6' O.C. Each Wo (Tll'.) Ford Angle Vo.lve<Typ,) ... SANIT ARY SEWER MANHOLE COVER CAST IRON M.H. #2,3,4,6,7,8. N.T.S. CITY INDEX' 301 2 OF 2 TYPICAL METER SETS W / BACKFLOW PRE VENTERS 3/4" and 1" MODELS N.T,S. CITY INDEX /I 405 1 OF 5 c 2 Co I N ~ 3'-0' NoTEI Cleo.nout plug to be U,S, Foundry 7621 or equo.l. --1LLL ."_~14 Rebar Wire To R~ R.etaining Nut _~ 4", 4' , 3/B" Galvanized Wilh Washer ~ Steel Angle Iron 10' Long x 1/2" !lI Galvanized Steel Carrio s Bolt, 2' 0, C. Tll'. Trans. (T)p,) ID to Q.o E o Q.o .p"Z:) lI1Vl ~ U Tll'e 1 Curb C Q.o -"Z:) 0__ ~(/) ~cia~'X2-1/2'X1/2' 4.x3j8.~ ANCHOR STUD GRATE FRAME WjSTUD. STEEL FRA~E Wj2 ANCHOR STUDS PER SIDE - EQUAl CENTERS, GAlVANIZE AFTER FABRICATION Chamfer Concrete 4' -O"Wing or 12' t Stop Less Check MUELLER H14350 with Lock \Jing o.nd COl")pression inlet or o.pproved' equo.l DETAIL 'A' 6' -0' Wing . PLAN VIE'w' . <( C - Il:: o ......I U. (J) ..J - <( I- W C W I- - U) ..J - > - o TYPICAL SINGLE DEVICE 3/4' oncl IN MODELS Concrete Filled 4' P,V,C, l~Pg~\:08} in~ereTh~~~s On Oouble Win ~nlets. Threo.ded COrpOro. tion Stop MUELLER H15008 or a.pproved equo.l \ ( TAP AT 45" ANGLE ) So.ddle required 4' P,V,C, only 10' Long x 1/2' !lI Galvanized Steel Carrloge Bolt, 2' O,C, '", '" NOTEI Device Must be Installed level. * APPROVED R.P, DEVICES * APPROVED DOUBLE -CHECK VALVES Hersey-Beeco Model FRP II Hersey-Beeco Mociel FDC \Jo.tts Model 909 or DO':! 'vIo.tts Model 709 or 007 Conbro.co 40200 ConbrQCo 40100 ~ .. Chamfer Concrete 45' (Tll") ANCHOR ST AN:>ARD DET AL QJ ,~ Bibb ----- ~ Go.l Vo.nizeJ Hose DETAIl. 'B' \ IMor .:t d ~ Q.o :Q (/) :t , !.. C 2 3/4' CAST IRON RETICULlNE GRATE, TRAFFIC TYPE (H-20 LOADING) W/2 SIDED GRATE SEAT 8" CONC. WALL 4000 PSI @ 28 DAYS #4 P @12" O.C.E.w. 1/2" Throat l' - Service Tubing Driscopipe 5100 or Endot/Yo.rdley Blue Jet, SDR 9, 3408 Polyethylene -11' 2' So.d dle sho.ll ho. ve double sto.iinless steel stro.ps with epoxy coo.ted duc tile Iron body, ANCHOR SEE FOOT INDEX 201 J FOR EYE BOlT AND , CHAIN J FOOT "e" 2'_0" x 3'_1" ~------~ ~ 0:: ~ WING INLET N.T.S. CITY INDEX , 209 1 OF 1 2' Go.l vo.nize \Jo.ter Mo.in 2' corpOro.ti~ CHLORINATION TAP N.T.S. CITY INDEX H 408 1 OF 2 . !Xl NOTE: 1. CUT PIPE FlUSH w/lNSDE FACE OF WAll. 2. MORTAR BOTTOM TO MATCH INVERT OF OUTFAll PIPE. Curb Stop To.pplng So.ddlc 'Wo. ter Mo.ln INLET DET AIL N.T.S. FOOT INDEX 232 10F 5 SECTION TYPICAL Restro.ined ~ To.pped Plug NOTES: 1. 2' PVC CONDUIT TO EXTEND 2' BEHIND BACK OF CURB, BOTH SIDES OF RoADWlAY (NOT REQUIRED ON SERVICE REPLACEMENT), 2, PVC CONDUIT TO BE MIN. 18' BELo'w' THE SURF ACE MEASURED FROM TOP OF F tACE OF CURB, 3, \.tATER MAINS TO BE MIN, 30' BELD'w' GRADE o.nd APPRoX, 4' BACK OF CURB 4. CURB STOP TO BE LOCATED APPROX, 1 FOOT BACK OF RIGHT-oF-'w'AY, 5. SERVICE LINE TO BE MIN, 12' o.nd MAX, 18' BELD'w' GRADE. TOP CONNECTION THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHAll REMAIN THE PROPERTY OF THE ENGINEER. AND SHAlL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE CONSENT OF 1 E ENGINEER. @CO . I HT 2003 ~?TPUBUSHED C6.1 J -022003 ~f-' '" KENNETH H. ROUSH, P.E~ . 33368. COPIES OF THESE PLANS ARE NOT VAUD UNLESS ' EMBOSSED WITH THE SIGNING ENGINEER;S SEAL TEMPORARY BLOWOFF AND SAMPLE TAP END CONNECTION N,T,S, CITY INDEX , 408 2 OF 2 WATER SERVICE LINES TYPICAL SECTION N.T.S, CITY INDEX , 401 2 OF 3 -----.I " ' : (" ;'\f / . ~ .C" :7 ON SITE PARKING ST ALL SECTION N.T.S. ROOF DRAIN 1" TYPE S-3 ASPHALT @ 1/4" PER FT. MIN, EXCEPT AS NOTED COMPACTED TO MIN. 95% MAX. LAB. DENSIIY' 6" L1MEROCK BASE OR CRUSHED CONCRETE F.D.O.T. CERTIFIED LBR 100 AND PER AASHTO T-180 COMPACTED TO MIN. 98% MAX. DENSIIY' 12" SUBBASE STABILIZED TO 40 L.B.R. AND COMPACTED TO MIN. 98% MAX. DENSIIY' FIN. GROUND UTILITY (i.e. SANITARY SEWER, WATER SERVICE, FIRE LINE OR STORM DRAIN) BY SITE CONTRACTOR TO 5' FROM SLDG, UTILITY WITHIN 5' OF BLDG. BY PLUMBING CONTRACTOR. FINAL CONNECTION BY PLUMBING CONTRACTOR UNLESS OTHERWISE COORDINATED BY THE G,C. UTILITY CONNECTION AT ALL BUILDINGS N.T,S. WHEEL STOP (SEE DETAIL) ON SITE DRIVEW A Y SECTION N,T.S, f-1/2" t SECTION '" TURF BLOCK DET AIL N.T.S. 4"X4" SQUARE POST @18'-4" O/C (TYP) 20' .----. 0... uiC - "'--" LL. LL.w <(0... 0:::0::: 1-1- wU1 Ow 3:1- ::r: v3: 9' CARPORT DET AIL SECTION A-A N.T.S. FLUSH A 9' 18'-4" 9' 2' TYP 3/4" IY'PE S-3 ON 1-1/2" IY'PE S-1 ASPHALT @ 1/4" PER FT, MIN. EXCEPT AS NOTED COMPACTED TO MIN. 95% MAX. LAB. DENSIIY' 8" L1MEROCK BASE OR CRUSHED CONCRTE F.D.O,T. CERTIFIED LBR 100 AND PER AASHTO T-180 COMPACTED TO MIN. 98% MAX. DENSITY 12" SUBBASE STABILIZED TO 40 LB.R. AND COMPACTED TO MIN. 98% MAX. DENSITY 2' lEVEL SHOULDER, I SOD VARIES (SEE PLAN) SLOPE 1/4" PER FOOT MEDIUM BROOM FINISH CONC. WALK FINISH GRADE TO 1" BELOW EDGE OF WALK ~ COMPACTED FILL OR UNDISTURBED SOIL NOTE: PROVIDE 1/4" CONTROL JOINTS @ 5' O.C., & 1/2" BITUMINOUS EXPANSION JOINTS @ 40' O.C. FOR 4' SIDEWALKS. CONCRETE WALK DET AIL N.T,S. /I LOOSE SOil AND SEED TURF BLOCK SILICA SAND NOTE: REMOVE SOIL WHERE TURF BLOCK IS TO BE INSTALLED. WET & COMPACT AREAS WITH A TAMPER OR VIBRATOR. SPREAD 2" CLEAN SILICA SANO AND SCREEN AS REQUIRED. SET BLOCK AND SEAT WITH TAMPER, FILL OPENINGS WITH SOIL AND SEED. COMPACTED SOIL I .1 I I I If ROOF DECK I I I I I I I I I A I I I 19 ' g' ROOF DECK CANOPY 4"X4" SQUARE POST @18' -4" O/C (TYP) ~ :I: o W 0::: ::::::> a w 0::: (f) <( 0::: --..l U :z: L 0::: r-- 0 18' r PAVEMENT GRADE ------- FOOTING & COLUMN DESIGN BY OTHERS C.1. FRAME & COVER US, FOUNDRY & MFG'7 # 170W OR EQUAL CONCRETE OR BRICK DROP ENCASEMENT 1- ':l CD <{ ~ I~l. --.----------------.------ , ------------------------- . '.',:,'~:": :'::;. :..~ '.~ .:.~";' .\'. ,'~- ',. ','......' ,i ,.......~.:.,...... ,..~-.:,-.~.:,..~ FDDT Type S-3 Asph, Cone potch to be 2' Min, thiCkness or MO tch pxisting for thid<:ness in excess If 2' T +2' (8' Min. COMpo.cted Thickness) Resurfo.ce full width of street on Ion itudino.l insto.lIo. tions Replo.cel"'lent bo.se I"'lo. terio.l~ sho.ll be o.pproved by the Engineer per City Article 22 Undisturbed Exist Bose COl"'lpo.ctecl Bo.ckflll ./ ~ Undisturbed Trench ~Ide T=Thickness of origino.l Bo.se ASPHALT STREET AND DRIVEWAY REPLACEMENT REQUIRED FOR UTILITY CONSTRUCTION u[R1~~ .~ ~~[R1Q)J~ ~~~~U~~@ [Q)~lf ~~~~ CROWN SPREAD NOTE: ALL TREE STAKES AND SUPPORT WIRES WILL BE REMOVED AFTER 1 COMPLETE GROWING SEASON, Existing Soil Remove BurlaJ) From Around Top Of Ball Planting Soil Mixture WHEN SIDEWALK IS TO BE REMOVED &/OR NEW SIDEWALK IS TO BE ADDED, IT IS TO BE REMOVED TO THE NEAREST EXPANSION JOINT. 3" Minimum Mulch 3" Soil Saucer l- I '-' Gi J: Remove Dead and Injured Twigs, Trim No Leaders, Retain Natural Shope, 3/4" - 2 Ply Reinforced Rubber or Plastic Hose White Surveyor's Tagging Tope. 6" Length Remove Container From Rootball Planting Soil Mixture ~ ~ 3 - 12 Guage Galvanized Wires Spaced 120 Around Tree and Set At A 45' Angle With 3- # 68 Duckbill Anchors Or Equal SHRUB PLANTING DET AIL N.T.S. CONCRETE CURBING Mound To Form Sauc,?r 3" Minimum Mulch Lo'l'" NOTE: ALL TREE STAKES AND SUPPORT WIRES WILL BE REMOVED AFTER 1 COMPLETE GROWING SEASON, For Cabbage Palm Installation: Trim All Fronds at Time of Oigging and Planting For Washington Palm Installation: Leave inside raw of fronds Tie up with biodegradable twine S''fREET AND DRIVEW A Y REPLACEMENT FOR ASPHAL TIC CONCRETE SURFACES N,T.S, CrrY'"INDEX # 104 1 OF 1 Twa #6 Ill>rs All Around .IiQ.IU! 1. StorM sewers a.ncl Ml.\nhole to be centered In Junction box unless otherwise speclflecl In pla.ns, 2. All concrete to be 3,000 psi, with fiber Mesh reinforcing. 3, All steel ba.rs sha.lI '~"'Vl? 1 114' MiniMUM cover unless otherwise shown a.nol sha.ll be hooked where Indica. tecl, Horlzonta.l steel sha.LI be la.ppecl a. MiniMuM of 24 ba.r clla.Meters a.t corners, On preca.st units, floor sla.bs Ma.y be securecl to structure wa.lts by no, 4 dowel ba.rs (a. MlnlMun of 6 dowels) pushed Into the wet concrete a.fter the floor sla.b Is plo.ced. 4, ChoMfer oil exposed <?dges 3/4', PLAN VIEW' Co ~ ..c 0> 'ijj J: .>< c 2 I- I... o Ql U for Cabboge Palms: All Trunks to be Smooth and All Burn Marks Brushed Away For Washongton Palms: Leave all boots on trunk TREE $1 AKING & PLANTING DETAIL ADJACENT TO OR WITHIN V.U.A. N.T,S. 20 Layers Burlap Pod at Support Contact - No Nails in tree Wood Wire Tie 2" x 4" Brace (Yellow Pine) Space Three at 120' Typical Remove after one growing season. 2" x 4' Stake (Yellow Pine) Three Feet Long Remove after one growing season. Saucer Rim CROWN SPREAD NOTE: ALL TREE STAKES AND SUPPORT WIRES WILL BE REMOVED AFTER 1 COMPLETE GROWING SEASON Finish Grode 3" Minimum Mulch Raotboll, 16" MinimurT, Radius From Trunk l- I <.:> W I ...J ...J ~ W > o Remove Dead and Injured Twigs, Trim No Leaders, Retain Natural Shape, 3/4" - 2 Ply Reinforced Rubber or Plastic Hose White S\lrveyor's Tagging Tape. 6 Length Washed-In and Tamped Planting Soil Mixture Existing Soil PALM ST AKING & PLANTING DET AIL N.T.S, 3 - 12 Guage Galvanized Wires Spaced 120 Around Tree and Set At A 45'Angle With 3- # 68 Duckbill Anchors Or Equal Remove after one growing season. For I4o.nhole RIng And Cover Detl>Ks See Index No. 201 /. #7 Ill>rs At 6' D,C, In Top Sll>b Vo.~les ~ . ~ 8' 8' 117 Ill>rs At 6' D,C, In Botto", Sll>b MARTIN LUTHER KING AVENUE FOOT CLASS I CONC. 3000 PSI+6X6 Wl.4 Xl.4 NEW VALLEY GUTTER CURB~ SECTION A-A EX, CURB - REMOVE T THE NEAREST JOINT- / C.J. FRAME & COVER ~ SEE NOTE 2 t SEE NOTE 1 W ..J CD <{ ~ SEE NOTE 1 TYPICAL { 8" SLAB WHEN LESS} THAN 12' DEEP 12" SLAB WHEN MORE THAN 12' DEEP 3/4" ROCK L 4" MIN. DEPTH J OR AS DIRECTED SECTION BY ENGINEER SECTION #4 0 8" O.C. EACH WAY, 1 1/2" COVER OVER BAR MAT BLLL LN llliLL Y ENCASED MAINTAIN JOINT FLEXIBILITY ENCASEMENT SHALL BE OF EITHER CONCRETE OR BRICK BONDED WITH MANHOLE, WITH MORTAR FILL AROUND PIPE PLAN DROP MANHOLE SCALE: NONE PLAN STANDARD MANHOLE SCALE: NONE Brick \oIQll For Stl>ck 14 Ilo.rs At 12' D,C. VertlcQl And At 6' D,C, HorlzontQI In All \oIl>lls . ..:. ~-\--------------------------------~ LROOF DECK OUTLINE CARPORT DIMENSION COLUMNS , (LENGTH VARIES) AND CANOPY DETAIL (TYP) N.T.S. BRICK STACK <IF REQUIRED> JUNCTION BOX TRAFFIC 1 YPE N,T.S. CITY INDEX f 207 1 OF 1 SAW CUT [EX P'NT 1/8"Xl-1/2"D CONTROL JT(T'YP) / REMOVE TO THE NEAREST JOINT 4." NEW S'4S/W 4> 1/2" EXP. JT. " 4 li - - in ,.0 :~ : W : :z III n::: :::> u w 0.. ?: z :::!; o w ~ in .0 ~ .w . :z W Q.. ?: NOTE: (FOR PRECAST MANHOLES) · 1. ALL DIMENSIONS AND SPECIFICATIONS FOR BRICK MANHOLES SHOWN HEREON APPLY TO PRECAST MANHOLES EXCEPT WALL THICKNESS SHALL BE 6" UP TO 12' DEPTH AND 8" FOR DEPTHS OVER 12', REINFORCED PER ASTM C-478 AND WITH CONCRETE CONSISTING OF 4000 PSI AT 28 DAYS, TYPE II PORTlAND CEMENT, 2. ALL RISER UNITS SHALL HAVE A MINIMUM HEIGHT OF 12" WITH THE CONCENTRIC CONE SET BETWEEN 2 1/2" AND 14 1/2" BELOW THE BOTTOM OF MANHOLE COVER FRAME. 3. AlL TONGUE AND GROOVE JOINTS SHALL BE JOINED AND COMPLETELY SEALED PER SPECIFICATION SECTION GS. 4. ALL INTERIOR AND EXTERIOR MANHOLE SURFACES SHALL HAVE AN INTERIOR AND EXTERIOR COATING OR AL LEAST 15 MLLS DRY THICKNESS PROLO EP 214-351 EPOXI-MASTIC OR KOPPERS BITUMASTC BLACK SOLUTION 300M. 5. SUBMITTAl FOR APPROVAL SHALL BE MADE OF PRECAST MANHOLE SHOP DRAWINGS, MANHOLE FRAMES AND COVERS, METHODS TO BE USED IN SEALING, JOINING AND COATING MANHOLE SECTIONS BEFORE CONSTRUCTION BEGINS. 6. "FlAT TOP" OR HORIZONTAL SlAB MANHOLE TOPS ARE NOT PERMITTED. TABLE DIA. FOR PIPES 41-0" 24" & UNDER 5'-0" 30" & 36" 6'-0" 42" & OVER NOTE: 3' -0" DIAMETER TYPE "A" MANHOLE SHALL BE USED AT THE END OF ALL 8" SEWERS WHERE MANHOLE DEPTH DOES NOT EXCEED 4'-0" OR EXCEPT AS NOTED OTHERWISE IN PlANS, STANDARD MANHOLE DETAIL N.T.S. ,. Mound To Form Saucer 3" Minimum Mulch Layer Remove Burlap From Around Top Of Ball Planting Soil Mi,ture Provide a minimum 5'x10' unobstructed planting area TREE ST AKING & PLANTING DETAIL N.T,S. 1i~~~ ~~~~~~~[Q)~ [Q)~1 ~mL~ HARDWOODS PINES AN[l SPECIMEN ~REE:3 ! r~.) ~ ~ :( , ' , 2..r "\J~ 'o.J ~. "---4 ' (I C: / I I r-' , I 1" X 4" Horizontal Wood Members or Approved Substitute I I I , , ,- I I , , , I Driplinel~ I Full Dripline I I I I I I I I I -1 I I I I I I I I I I I \-- I I 4'x2"x2" 8' MAX A 8 2/3 WOOD FENCE PROTECTIVE BARRIER DETAIL N.T,S. ,. 6' - 8' . . r 1" X 4" Horizontal Wood I Members or . i Approved Substitute \ -- 2" , 2" \ Verkal L...", Wood StaLes j ! ~ Barriers Placed at Protective Radius 2/3rd's dripllne for hardwoods 16'minl full dripline for pines 16'minl . TREE BARRICADE DETAIL I~, I ,:.... ~t 00 co \I . . ~" ~z ~- ~ -~ "", 1'40 t:z xi ~@ ~% ~~ =1- i'4lJ\ ..,. ;z ~.:.i -- ,,~ ~.~ ""'." , w.I I 11\ 11\ " M M ...~ 1:10 ~- ...~ ",0 ... 0101. Z-J. ~m ...... w. ~~ ~~ .... o~ ~v INES Comm~: 0325 --:: J I Drawn By: ,- ] A.G. \ Checked By: .K.H.R. I I \iSsue Date: 06/18/031 Revisions: No, Date Descrp.!io.Q. & (18/14 03 DRI= COMMENT: D 6 6 1\ L-'> 6 Q D -1/ / 6 / 6 / / o PERMITTING & BIDDING -....."'""". - I I _. " I ~__~~f'.-'~L ~_AU . W :;:) Z W > <t I ~ z - ~ I -/ 0:: W J: I en t- ::J t- -I . LL z <t: - c O~ - ~ ..J<( 0 Z~ ....J u.. ~<( .. ~ Olu w I-~ l- e:( Zl- ~ ~~ a:= <t: O~ w C~ ..J U tJ) ..J - <( I- W C W I- - en ..J - > - U THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER, AND SHA NOT BE REPRODUCED, PUBLlSHE OR USED IN ANY WAY WITHOUT THE CONSENT OF ENGINEER, .. RIGHT 2003 ,NOT PUBLI:,HED ~ ~T02"1n03 ,___, KEN~ETH H. ROUSH, P.E., .:~336~t ~, COPIES OF THESE PLANS ARE NOT VAL1D;,~UNLESS ..1 ---- ---~- EMBOSSED WITH THE SIGNING ENGIt'lEE-R'S SEAL .2 ~ .-- :.. .,_..,.-.-,.....,-.__...~ -~,-~-~,;~.~ ~~~~"fIJJ'It-r'~ ; ~' !' (,,) r-) \';~ ~ , , I ~ r {- r