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PLT01-04-01 (2) ~ J $ r- 0' 30' ~ SCALE: 1" = 60' I 30' LEGAL DESCRIPTION PARCEl I A PARCEl (1" LAND IN THE SOOTH~ST 1/4 (1" THE SOOTH~ST 1/4 (1" SECTI()j 19, TOvtlSHIP 29 SOOTH, RANGE 16 EAST, FURTHER DESCRIBED AS FOllOW3: COWENCE AT THE NooTH~ST COONER (1" THE SOOTHYl:ST 1/4 (1" THE SOOTH~ST 1/4 (1" SE:CTI()j 19, TOYltGiIP 29 SOOTH, RANGE 16 EAST AND RUN SOO'?01'411 Al()jG THE YltST Uti: (1" THE SOOTH~ST 1/4 (1" THE SOOTH~ST 1/4 (1" SAID SE:C~ 19, TOWNSHIP 29 SOOTH, RANGE 16 EAST 33 FEET; THENCE S89?09'04"E PARALill TO THE 40 AffiE UNE AND Al()jG THE SOOTH RlGH (1" WAY UNE (1" NURSERY ROAD 280.00 FEET; THENCE rolTINUE SOO'?01'411 207.00 FEET FOR A PaNT Of' OCGINNING; THENCE rolTINUE SOO'?01'411 144.00 FEET; THENCE N89?09'04"W 230.00 FEET TO A POOH ()j THE EAST RlGH Of' WAY LINE (1" IflOfER ROAD; lHENC[ NOO?01'41"W AL()jG SAID RIGHT (1" WAY UNE 144.00 FEET; TlOCE S89?09'04"E 230.00 FEET TO THE POINT (1" OCGlNNlNG, All L YlNG ANI) BEING IN P1NEliAS COONTY, FLORIDA. LESS ROAD RIGH (1" WAY. AND A PARCEl Of' LAND DESCRIBED AS FQLOWS: ffi(),I THE NORTHVlEST COONER Of' THE SOOTHYltST 1/4 (1" THE SOOTH~ST (1" SAID SE:Cn()j 19, TO~SHIP 29 SOOTH, RANGE 16 EAST, RUN THENCE SOO'?01'411 All)<<; THE SE:CTI()j UN[ 40.00 FEET; Tlf:NCE 589?09'04"E PARALLfL TO THE 40 AffiE UNE 50.00 FEET TO THE INTERSECTION WITH THE EAST RlGH Of' WAY UNE Of' IflOfER ROAD; THENCE S89?Q9'04"E PARALLfL TO THE 40 AffiE ~E 230 FEET AlClffi THE SOO TH RIGH -Of' - WA Y lJN[ (1" NURSER Y ROAD Foo POOH Of' OCQNNlNG; Tlf:NCE rolllNUE SOQ?01'41"E 505.29 FEET; THENCE S88?53'42"E 31.00 FEET; lHENCE NOO?01'41"W 505.43 FEET ",O.L TO THE INTERSECn()j WITH THE: SOOTH RIa-iT Of' WAY UNE (1" NURSERY ROAD; THENCE N69?09'04"W 31 FEET All)<<; THE SOUTH RIGHT-(1" -WAY LINE (1" NURSERY ROAD TO PONT Of' 8[QNNNG, ALSO LESS AN{) EXCEPT THAT PART LYING EAST (1" THAT PROPERTY C()j'y{Y[D IN O,R, BOO< 4271, PAGE 896, PU8l.JC RECORDS (1" PINEliAS COONTY, FLORIDA. PARCEl II A PARCEl (1" LAND IN THE SOOTHVlEST 1/4 Of' THE SOOTHVlEST 1/4 (1" SE:CTI()j 19, TO~SHlP 29 SOOTH, RANGE 16 EAST, FURTHER DESCRIBED AS FOllOW3: ro.tWENCE AT THE NooTHVf:ST COONER (J' THE SOOTHYltST 1/4 (1" THE SOOTH~ST 1/4 (1" SE:CTI()j 19, TOYltGiIP 29 SOOTH, RANGE 16 EAST, AND RUN SOO'?01'411 Al()jG THE ~ST UN[ (J' THE SOOTHVlEST 1/4 (1" THE SOOTHVlEST 1/4 Of' SAID SE:CTI()j 19, TOYltGiIP 29 SOOTH, RANGE 16 EAST 33.00 FEET; THENCE S89?09'04"F - '~ALill TO THE 40 AffiE UNE AND Al()jG THE soo-r' RlGiT Of' WAY UN[ ,URSERY ROAD 250.00 FEET TO THE PaNT (1" BEGINNING; THENCE CONnNUE S89?09'04"E Al()jG SA!) SOOTH RIGHT Of' WAY UHE 30.00 FEET; THENCE SOO?01'41"E 207.00 FEET; THENCE N89?09'04"W 30.00 FEET; THENCE Noo?01'41"W 207.00 FEET TO THE PaNT Of' BWNNING, All L YlNG AND BElNr ''I P1NlliAS COONTY, FLORIDA. AND A PARCEl (1" LAND DESCRIBED AS FQLOW3: A TRACT Of' LAND IN SE:CTI()j 19, TOvtlSHIP 29 SOOTH, RANGE 16 EAST, BEING IN THE NORTH 240.00 FEET Of' M Yl:ST 250.00 FEET Of' THE NooTH 3/4 Of' THE SW 1/4 (1" THE SW 1/4 (1" SE:C~ 19, LESS AND EXCEPT THE NORTHERLY 40.0 FEET AND THE WESTERlY 50.0 FEET lH[R[(J' roo ROAD RlGHS Of' WAY, BEING ..00f PARna.u.Rt.. Y DESCRIBED AS HllOW3: FR<* THE NW COONER (1" 'Ill: SW 1/4 Of' M SW 1/4 (J' SAIO SE:CTION 19, RUN SO?Q1'411 40.00 FEET Al()jG THE Yl:ST BOONDARY (1" SAID SW 1/4 Of' THE SW 1/4 Of' SE:cn()j 19; 1lf:NC[ S89?06'411 50.00 FEET Al()jG A LH 40 FEET SOOTH Of' AND PARAll.El. TO THE NORTH BOONDARY (J' SAID SW 1/4 Of' THE SW 1/4 Of' SECTI()j 19 TO THE PaNT Of' BEQNNING. CONTINU[ THENCE S89?06'4n 200.00 FlIT AlONG SAID UNE 40 FEET SOOTH Of' AND PARAll.El. TO THE NORTH BOONOARY (1" SAJO SW 1/4 Of' THE SW 1/4 (1" SE:CTI()j 19; THENCE $O?O1'41"[ 200.00 FEET Al()jG A UNE 250 FEET EAST Of' 00 PARAll.El. TO THE Yl:ST BOO~ARY (1" SAID SW 1/4 Of' THE SW 1/4 ()f' SE:CTI()j 19; THEH<I N89?06'41"W 200.00 FEET Al()jG A UNE 240 FEET SOOTH Of' AND PARALill TO THE NORTH BOONOARY Of' SAID SW 1/4 (1" THE SW 1/4 (1" SE:cn()j 19; TlOCE NO?01'41"W 200.00 FEET Al()jG A UHE 50 FEET EAST (1" ANO PARALill TO THE YltST BOONDARY (1" SAIO SW 1/4 (1" THE SW 1/4 (1" SEcn()j 19 TO THE POINT (1" OCGINNING, LESS AND EXCEPT THE FQLOWlNG: ffi(),I M NORTHWEST COONER (1" THE SOOTHYltST 1/4 (1" THE SOOTHWEST 1/4 (1" SE:CTI()j 19, T~SHP 29 SOOTH, RANGE 16 EAST, RUN SOO'?01'41"E, Al()jG THE WEST UNE (1" SAID SECTI()j 19, .}84,oo FEET; THENCE S89?09'04"E SO.OO FEET TO THE EAST RIGHT Of' WAY UHE Of' (IlOfER ROAD FOR A POINT (1" BEGINNING; THENC[ S89109'04"E 433.00 FEET; THENCE SOQ?01'41"[ 162,20; noCE N88?53'42"W 433.04 FEET TO TH[ EAST RIGHT-(1" -WAY UHE (1" 1fl0f:R ROAD; THENC[ Noo?01'41"W 160.26 FEET TO TH[ PaNT (1" BEGINNING; LESS AND EXCEPT THAT PART THER[()f' C()j'y{YED TO a..EARWATER OAKS BANK BY DEED DATED ..AROl 13, 1975 AND FlED ..AROl 21, 1975 IN O.R. BOOK 4271, PAGE 896 AS rQLows: A TRIANQJLJ.R TRACT (1" LAND DESCRIBED AS FQLOWS: START AT THE NORTHYlfST CORNER (1" THE SW 1/4 (1" THE SW 1/4 (1" SECTION 19, TO~SHlP 29 SOOTH, RANGE 16 EAST, R~ $0101'421 40.0 FEET Al()jG THE WEST BOONOARY (1" SAID SW 1/4 (J' SW 1/4 (J' SECTI()j 19; THENCE RUN S89?OO'411 SO.O FEET FOR A P,O.B.; THENCE C()jnNUE 589106'41"E 10,0 FEET; THENCE RUN S45?24'15"W 14.03 FEET; 'THENCE RUN NO?01'41"W 10,0 FEET TO P,O.B, FIRM ZONE THE ABO',{ DESCRIflD PR<HRTY APPEARS TO BE IN l()j[ C, IN ACCORDANCE Wlm THE FlR.. WAP Of' PINlliAS COONTY, ro.tlolUNITY PANEL NO, 125139-0128- C, WAP REVlSffi JJNE 1, 1983. PREPARED FOR R.K..., DE\UCA,lENT CORPORA TI()j o , '': 6 '- ,! ,~ " , . Cl ~ \ \ , / / , I . , I ' : , BELCHER ROAD , \. ~~ ' , "/ \ 1 l' \ ! I I I' Ii' t I ~I \ II. \1 'I. : ~ Ir '. (;:.)0,\ ," , l~\ \ ) , ". ,~( , r _ ! . l ' \) ~' ,v 'x,,' ~ ~,. 1 ~ j >~. . / " . \ ^ ~, " ,I, ~ ;, ~.' 'i't ~ l ,~ ~, I, i ~ ~ ; 1'/$ , \ i"! , ., : ~ ,~~ ~ X I '; I; . 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II' -: 0 .0:::. :. :2 '.0 ' ;' --r- ~; t-" rn , r, ,l \ 0' !~ , '- ~o O::Z 09 Vl OVl w- -~ Q.(Y Ow UQ.u wz~ (I) ~ _ ~~0 o-Z z~a:o Wo >-~wo <::>~N ~00 IZ~ V)~WI ~~0<:2 n:05~ w<Q. w- 0 V)~~u wOo I 00:::101 ....~~~ . \ " , ~ 1 " :/-<' ~ ~ ' , ',I: I z o - ..... <( a: o c.. cc: o <..> ..... z w :E c.. o .....I W > W c :E ~ a: II ...~ If 47~ "'~O!' f-~-~ . APR 1 9 2001 S H E E T ( .- " N o a: w ..... z w <..> .....I <( - <..> a: w :E ::E o <..> >- a: w en a: :::) z olS cc: W ::J: <..> .....I W CD I i o z o i= Cl.. 0:: ,U (j) W o z o i= u ::J 0:: f- (/) Z o u o ,. ....J <( Z l.L +---+--4-- --+--- w ~. <( o 0 .1 ... o :z () z o ~ N 0 ~ 0J I 0:: N (J) W ,,0 Cl.. I I ) N :.J -.:t 0 'I r---- " 'I CJ> r') >-- w 0:: <( Z ~ ....J W 0:: Cl.. o w V) V) o (1)0:: 0 ~w Z w~ Z ~-00 0z!= oZ-< wWO::N zolja: 0wZO i/i0::-~ V)~~::> Vl~W< ~80~ 0:: z0::5o 0 ::> < 0< ~ l.L :J>- < 0 <(I) U W > G::::> != (/) 0:: (j) W U o ~ o z <t) ..... <t) '1 ~ ~ ,) " V c:: 11 () (' ~ <t) " ' ., ~..... l' '--' Ok (.) 1, ~ ~ " ... ..... <t)" ~ ~ ~'" - a: <( z - :E - .....I W cc: c.. 1 [L(Q)~~ 1J~(Q)W] ~~~ ~------Ll US HIGHWAY 19 NORTH ~ -.J (D Cl Cl r <( <( <( 0 0 CD e:::: e:::: 0 r PROJECT ~ ~ e:::: w w lL. en SITE -.J -.J e:::: -.J ::J ::J W 0 Z (D BELCHER ROAD SECTION 19 - TOWNSHIP 29 SOUTH - RANGE 16 EAST ~~(Q)~~~~~(Q)W]~[L 1J~~~ CIVIL ENGINEERS/PLANNERS: AVID ENGINEERING, INC. 2300 CURLEW ROAD - SUITE 100 PALM HARBOR, FLORIDA 34683 PHONE: (727) 789-9500 GEOTECHNICAL ENGINEERS: ANDREYEV ENGINEERS, INC. 105 COASTLINE ROAD SANFORD, FLORIDA 32771 PHONE: (407) 330-7763 SURVEYORS: GEORGE A. SHIMP II AND ASSOCIATES 3301 DeSOTA BLVD. SUITE D PALM HARBOR, FLORIDA 34683 PHONE: (727) 784-5496 TRAFFIC ENGINEERS: AVID ENGINEERING, INC. 2300 CURLEW ROAD - SUITE 1 uo PALM HARBOR, FLORIDA 34683 PHONE: (727) 789-9500 ARCHITECT: FABER WIDDOWS HIATT 3336 GRAND BLVD SUITE 102 HOLIDAY, FLORIDA 34690 PHONE: (727) 815-3336 LANDSCAPE ARCHITECT: AVID ENGINEERING, INC. 2300 CURLEW ROAD - SUITE 100 PALM HARBOR, FLORIDA 34683 PHONE: (727) 789-9500 (UJlJ~[L~lJW ~(Q)~[F) ~W]~~~ GAS: CITY OF CLEARWATER P.O. BOX 4748 CLEARWA TER, FL 33758- 4748 PHONE: (727) 562-4750 KELLY O'BRIEN TELEPHONE: VERIZON 1280 E. CLEVELAND ST. CLEARWA TER, FL 33755 PHONE: (727) 562-1142 TONY CHEDID, FLZW 5033 CABLE: TIME WARNER 2530 DREW STREET CLEARWA TER, FL 33765 PHONE: (727) 576-4123 EXT. 5053 SCOTT CREASY POWER: FLORIDA POWER CORP. P.O. BOX 1699 CLEARWATER, FL 33757-1699 PHONE: (727) 562-5656 GARRY R. HAIRE SEWER CITY OF CLEARWATER PUBLIC WORKS DEPT. 100 S. MYRTLE AVE. #220 CLEARWATER, FLA., 33756-5520 PHONE: (727) 562-4747 MICHAEL QUILLEN WATER PINELLAS COUNTY UTILITIES 440 Court Street (727) 464-3000 SUNSHINE: CALL PRIOR TO CONSTRUCTION: 1-800-432-4770 1505 BELCHER ROAD STORE # 6293 ~~~[L~[tYA]~~&~W ~u~ ~[L&~ CLEARW A TER, FLORIDA PINELLAS COUNTY, FLORIDA Prepared For: R.K.M. DEVELOPMENT CORPORA TION 100 2ND A V. SOUTH, SUITE 204 N ST. PETERSBURG, FLORIDA 33701 (727) 895- 2150 Prepared By: ENGNEERWti we. Our company name stands for Hself_. Civil Engineers - Planners Traffic Engineers - Environmental Engineers Landscape Architects Curlew Office Center 2300 Curlew Road; Suite 100 Palm Harbor, Florida 34683 Phone: (727) 789-9500 Fax: (727) 784-6662 THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF AVID ENGINEERING, INC., (AEI) AND IS NOT TO BE USED FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM AEI. DIMENSION INFORMATION SHOULD NOT BE OBTAINED BY SCALING THE PLANS. DIMENSION INFORMATION NOT PROVIDED HEREIN CAN BE OBTAINED BY CONTACTING AVID ENGINEERING, INC., @ (727) 789-9500. SITE DATA: ZONING DISTRICT: USE LOT AREA (SQ. FEET) GROSS AREA (WITHIN PROPERTY LINES) NUMBER OF DWELLING UNITS: LOT WIDTH: LOT DEPTH: BUILDING COVERAGE (SQ. FT. ANC ~ OF GROSS SITE): GROSS FLOOR AREA AND F.A.R.: IMPERMEABLC C::IJRF ACE RATIO: SE1BACKS: FRONT: SIDE: REAR: BETWEEN STRUCTURES: HEIGHT: VEHICULAR USE AREA: (SQ. FT. AND % OF SITE): OPEN SPACE TOTAL FOR THE LOT (SQ. FT. AND % OF SITE) EXTERIOR PERIMETER BUFFERS: PARKING LOT INTERIOR LANDSCAPING (SQ. FT. AND % OF PAVED VEHICULAR AREAS): PARKING: ~~1J~ [Q)~ 1J ~ PROPOSED REQUIRED (MIN. OR MAX.) 'c' COMMERCIAL COMMERCIAL 116,034.32 SQ. FT. air k 2.66 AC. () ~ pI? EROPOS~ ~ 334' <9k" 230' -- 14,490 SF - 18.21% - 0.182 FAR e;k .7146 ISR t? l< 30' (PAVEMENT)"k- 10' (PAVEMENT) Ok- 10' (PAVEMENT) bV N/A - ~~ , 0 SF 47.89% 22,203 S~Jr 28.08% 30' FRONT BELCHERtlk-' 10' ok 10.22' REAR 01< 3,844 SF 0 k' 10.02% 72 SPACES PROVIDED (?)~ 3 H.C. SPACES 90. PARKING = 9' x 19' 24' DRIVE ELISE 'c' Ok COMMERCIAL D k 10,000 SF 01< (}k 100' tJ k 1 00' ()~ 63,249 SF MAX. 80% MAX. 0.<;4 ~ FAR Max. q5 0.00 ISR Max. 25' FROM R/W 10' FROM R/W 10' (CORNER LOT) N/A 25' MAX 80% MAX 15% MIN 15' FRONT 5' SIDE 3' REAR 3,839 SF 10.00% 72 (1 /200 SF OF GROSS BUILDING SQUARE FOOTAGE) ~'-~---" '- f, .' I II ') I , I----~- ~_~ , I Ii Af);, -,. I ' r " J I~Li' . , FLOOD ZONE: I PI / .~ THE ABOVE DESCRIBED PROPERTY APPEARS TO BE IN ZONE C, IN ACC~W1TH THE FIRM MAP OF PINELLAS COUNTY, COMMUNITY PANEL NO. 125139-0128- C, MAP REVISED JUNE 1, 1983.- APR 2 0 2001 BELCHER - NURSERY WALGREENS AEI JOB # 072-022 D----<>--D ="'<; NEW t DR<P CURB PER \ 6' SHOOLDER / a..EAR (ASPHALT) NEW TYPE 't CURB PER \ f\RDW\{ EXlSnNG NEW TYPE 'r CURB PER f\REMOVE EXJSnNG FOOT INDEX f300 Z~E; SUPE 3/4. PER FOOT INDEX f300 ORlOAY ~ FOOT INDEX f300 DRIVEWAY ~ I 6' 3' 7' 28' 7' 3' 6' V ~~~::~DES 2' CURB & GUTIER ~ NEW w.c. APPROACHT (J'DRlVEWAY. I PER FOOT INDEX 515 \ ;;; ;; ;; ;;; ;:; ;:; ;; ;; ;; ;; ;:; ;:; ;:; ;;} ;; ;:; ;:; ;:; ;:; ;; ;;;; ;;; ;:; ;:; ;;; ;;; ;; ;; t'IJ!'!; ~;; ;; ;; ;; ;:; ;:; ;;;; ;; ;; ;; ;; ;; :; ~ ;;; ;; ;; ;:; ;; ;; ;;;; ;; ;; ;; ;;;; ;;; ;; ;; ;:; ;; ;; ;; ;; ;; ;:; ;:; ;:; ~ ;; ;; ;; ;; ;; ;; ;; ;; ;; ;; ;;;; I ~ ~ \. \ / ;; ;; ;; ;; ;; ;; :; ;; ;; ;; ;:; ;; ;; ;; ;; ;; ;; ;; ;; ;; ;; ;; ;; ;; ;; ;; ;; ;; ;; ;; ;; ;; - ;; ;; ;; ;; ;; ;; ;; ;; ;; \ ~;" ;; ;; ;; :; ;; ;; ;; ;; ;; ;; ;; :; ;; ;; = \ If ~ , I / 181 19'1::. \ / \ ~ "VI!\ '\ /& / -- - ---......... \ (ASPHALT) / Y \ (ASPHALT) / " ....".::-, I / \ / \ /'- 'n '\ '/ / // \ I '"",;:-" L~__________"__________________________~ L_______________~ L .. ~:B \ 1::::::;/ / ~ . \ ! '\ \ - tT ~~, -------------------------------------------------------------------------- ---0--"-,, - ..--..,-.,--, ,-..--,.-...-..-.,.-.,-"-'.-..-"-'.- ..- ,,-, ,-. 153' ...... '" ~.. .....,...../ "- . 16' 12' R1-1 /:,,22' BRG, REF. UNE SIGN 00 "0 .. ..,..".~ ,~/.,. \i 1" VHlE I 22'1::. ~ STEPPINC---.... ~8 8 . . .:' 'r ' '\ SITE LEGEND ~ ... SRP BAR ~~ SRl4ES ~ ~ :.'..; <',:: \\ ~ ~ n ('; ....~ 1\\/ HANDICAP PARKING R50' 0 t--.. _ ~ / 1$ ~ "~IRRING m TO 0 ..,.:' PR<JlOSEI) ... .:. IV' - _ ~ YEllOW"",.- '"'r; ......... _ REW~ AD.lJST TO NEW ~ 0.<. ,,' 4' SIIlEWAU<: ": '~.' ,/ " _ ..l.~-.. J ~_ '. ~-,. - .~~Aa<" - 2-/-" -,. -" -" -" -.. _.,~., -,. -., -,. ~., -.. -.. -.. -" -.. -;: ~., -.. -" -,. -.. -" -~~ ~~~. -.:- .. - .~-~ ~A~, -., -, 'A:' -...>.... If:-.:..:,;.,-,-,::~. --' , /.~'7 _' . ,. '. ~d~ . .~' : ~:y _::} i I"'; .....'. ,..1':: . ~ ~ L- TYPE 't CURB r- TYPE '0' CURB Y ~ c- TYPE 'r CURB J ,.. i I~ : S" ~(;) "--- ~~ -:~ ~V-. ~ I~:' ~ ~: : ,:: "" 1>~ I I,. ~~';' ~ '0 ~ I ~ . ~ :t-t~- I?<.s"" . , I' ':'.' ,.., - - - ... ~.'!' ......Rl-l <0 I @'" I. :' , :'. 1:\/ a:::: o _.!D == \ \ j, ~ Em I<;:','~:J @ s/w CL BELCHER ROAD 100' R/W W. BNDY. OF THE S.W. 1/4 OF THE S.W. 1/4 OF SEC, 19-29-16 ~ - - (ASPHALT) l O' 20' 40' CURB INLET (ASPHALT) (ASPHALT) SCALE: ~ 1" = 20' PROPOSED DRAINAGE INLET ~ PROPOSED CURB p -' < ~ I < ;EW ~'t CURB PER FOOT Ij3llO I SITE BOUNDARY LINE CENTER LINE OF ROAD 1 10' I ~~: a~H i fDlllg OW _ to -1 ~ be reloc:oted llOUth I Cl(l) ~~ !!:F I!:~ (1)0 ~~ i:i:.1&.I ..J5; ~~ 1&.1(1) ot!! ~~ 7.' . ..... I. ,', RIGHT-OF-WAY EXISTING EDGE OF PAVEMENT PROPOSED CONCRETE PAVEMENT ~. V >' .' ... <<' in ~. .. ~ -. ". ... . U!. LANOSCAPE /IV. in lYP lYPICAL .' ., .,.... .' .... ~'" '. ....... '. . ,.' .~ ~. . ~.:~I..~ ~'l.'~ .~.~--o--~~.............~.:-,.......>.~ .'~. Co Il6iI LANDSCAPT'/IV.... ~;.,.:.,.. ::' ..':: ..... .:::....:I~il~III" ~r\."" '" ' .. ".~. ~ . '. .... .~. : :. H 4; N '.,',~ ~ y ... ~~ """ "J in . .~ ~ H .../. '. ~:lt y V ~ . . ,-- .' 1111111r\.~ ~ " ~ in ~ ~ H .../. H.C. SIGN ~ .......... ~,U V TYP. 10.1.. R 19' .: U ~. '. . I {~: ~ m i 'f.: ~ 0 I, (. ~ I H ~ ax. vtm. STOP. . 11' SEE DETAIL SHEET 6. TYPE 't CURB J , ~'.; III III t11 III III III III III III t11 III III II t,1 /' Q C .r, >> >~ a:i w~ tna:: a: ::)1 z HC HANDICAP ~<'$' '" " " " " " ,:. t\.. " " "-18" ~llE STOP BAR I I '" I I 37.69' 1 0 PARKING SPACES 9' I ., 23.37' SIDEWALK il~':' 1:81' ..'. ..":. ...t" 1 fDlllg OW _to J be remOYllCl. 1 II I1l 1505 BELCHER ROAD ._~, r.JJJ1..f~'rjJI ';'~.~', ~) :' ...,.<:,..",., '''''''';''1') ~~ ~,> .... ,.... .... ,", ,.' , ~.,,, ~"."..: .,.~ ~~_:~;~J ~ _ j; RS' LF SF S' RADIUS LINEAR FEET SQUARE FEET LIGHT POLE 168.03' 1 ' " :-.. a, . I: ',: ~" .~ :. .. ",.<.:": .I:b ~ - @ , . : ...: : - ..-/' , ' . .:tl a::l Q:: a 1 :'. ". . ,._~ t" : ~-,:. 1 i~' , i."",. i ,,'~ I ~=.:' ,~ . : ~< I ':" @0 CD TEXT OR SYMBOL STOP NO RIGHT TURN LEFT LANE MUST DO NOT ENTER ONE WAY SIZE 30"x30" 24"x24" 30"x30" 30"x30" 36"x12" L-IO~ I I ..., I I I I I I 1':.1 I II I ":~~: v 1 ;:< - ---- --- ..... :.~ All I' .~'~.': 1111 : :: ..-1 H:::l . ",' · I IS ,.j:: ~IA . .:; " \11 I , ,.' ~I I ).::( " "'~. p -' < :x: 85 ~ F.F.E. - 17.00 14,490 S.F. 72 SPACES REQUIRED -ok" 72 SPACES PROVIDED N 3^IHC 3^IHC nHH.1. nHH.1. SIGN LEGEND NO R1-1 R3-1 R3-7 RS-1 R6-1 I I 19' 19' 24' 19' 24' . "" - o U!. ~ ~ I ,pr: ,pr: 1 ...- . 0.' ill 1 I NEW 8fj't CURB PER FOOT f300 .-- f--- - TURN LEFT M<NneNG El TO REMAIN (ADJJST TO NEW-1 GRAIl: El.EVAn~) " .I, '.,...." . . :,:f, ~ G'::' ~ .... ".... ;".. '.' ~' ,... .. ' . . . ~.: I :' ~. ~ '. ~ 10' '14..9' ., 4' .; .9':" . "t' ~ .. ..... ..... ..' ......... ' ...... ...... ~!X> NOT ENTER SOl R5-1 39.28' PR<POSED ~~ .'" '.. II N ..t- ... 19'1::. ALL SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. ~10' 138' ~T (( I R1t1 18" ~11E ../ STlP BAR I--- '. ."- ~ 5' P 166.7' ~ "" Existilg site lightilg to be relocated r IOUth STRIPING NOTES (x AU. EXIS1ING POTABLE IID.S TO BE ABANDMD BY A STAlE REGISTERED m CON1RAC~. A 1Y(ll. ABANIXHIENT PERMIT FRO.! 1HE SOU1tnEST FL<ROA WATER MANAGMENT DIS1IRICT WIll BE REQUIRED, /L fl . :. .', . ~.,.~. .. ., .:..:... ....~.;' ,:' .. '. '.L">," '. .~.., ..;.' . . . . , .. .,,~ . '-- . ...,..... i ' .. 4" 0 . .. .. 1..::;:-- ... .. ;. ".. .. --- '. ,....~.;;..:'...; '. '. " ".: .: .~.: ~~ ." ~ .. ". ~ . '.. ..... .&.. .. , .. - ..:...~ . . . ~ . ." "'---'-_~""'^-_-'-__.. I...,..;; ___ IX) co o \~ . ~ o. 10' SElBACK ~. ,. -" ~'-HRi-. .-.. -..- ,. - ,. - ,. -.. -.. -..- ,. -.. pTlP BAR ~~ it. " -=' Co ~ ~'O. ~ I- 9' ., ( '6~ __ LOADING AREA %. ~ ,- ~1 tr .! _ ~ - c?1 ~ .. Tll'E WillI 8' o/? ~ =NG ~ , ~ 7 ~ PR<JlOSEI) P'tt~ -- d<}Q/ to SIGN . - PROPOSED r:: 1, CI ' , ~ "".lC q - /~": -~:A"':" ;,e".. - - - Li _10 ~- q - - - q - q --1 ~ ~, t- " _ "_,, ~_ R~~) _ "_,,, _ ~ _ ,~, _", _" ,200.~..J~.,96'M " _", _" V~~~<;>Vin~ ;.' "--- =-- TYPICAL PARKING SPACE SHALL BE STRIPED WITH A 4" WHITE STRIPE. @ .~'... G (if!' ~.>.... SEE DETAILS FOR HANDICAP PARKING. --- f;:. ~i It, # ) \.- NEW TYPE 't cURB PER ~-l ~~ -- 10' SETBAC~' , '. L.. $\ 1'. \. ~, TYPE '0' CURB~ SOO'01'41"[ SOO'03'07t 4' 1\ \ SOO'01'41"[ 161.29'RC '~.... I SOO'OS'1D"E 161.28'U .....--===r-:=.~.=:=.=-=:=,'=-=.~-,. -,. ..-., - .'7=-=:~-=.=:=-=:!==;,,;=-=;.=...2;=:r=...,S;;i~ -,. -., -., -,. -" -,._- ....oIllIII..- (:, .........-- li 1-. ------------------~---------------------------------------------------- ~ 18" .~.~.. 1RANS. PAD " '-- , " _",_",_",_"C-, SOO'01'41"[ 144. SOO'01'5O"E 144.0 ... R1-1 ",-",~]" ~<. ... . REWO\{ EXIST. \.. 0,50' CURB ~ N ( ASPHALT) ~ N 19'1::. 11'1::. (ASPHALT) (ASPHALT) (ASPHALT) existing shared access -. -. ( EOP I I R1-1 ~ - "" (U)[M[P)lL~lflf~~ .1 I- 40'r EXISTING SITE LEGEND COUNTY RIGHT-OF-WAY NOTES A. ALL RIGHT-OF-WAY INSTALLATIONS WILL BE IN ACCORDANCE WllH PRACTICES REFERENCED IN THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS MANUAL B. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO lHE MINIMUM STANDARDS SET DOWN IN PINELLAS COUNTY LAND DEVELOPMENT, ZONING AND/OR RELATED ORDINANCES, AND MINIMUM TESTING FREQUENCY REQUIREMENTS. C. SIGNS AND BARRICADES TO BE ACCORDING TO FOOT MANUAL FO SAFE PRACTICES; REFERENCE FOOT INDEXES 600 lHRU 650. D. SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES. E. PLACE EXPANSION JOINT BETWEEN BACK-OF-CURB AND CONCRETE DRIVEWAY. F. COMPACTION FOR PIPE BACKFILL SHALL COMPLY W1lH AASHTO T-99 (100~). G. DISTURBED AREA W1lHIN lHE RIGHT-Of-WAY WILL BE COMPACTED TO 100% OF MAXIMUM DENSITY AND SODDED. H. PROVIDE A MINIMUM OF 3' COVER OVER UTILITIES AT ALL DITCH CROSSING. I. DO NOT DISTURB EXISTING UNDERDDRAIN OR STORM SYSTEMS. IF FlL TRA TION BED IS DISTURBED, CONTACT lHE AREA INSPECTOR WITH lHE PINELLAS COUNTY HIGHWAY DEPARTMENT AT 464-8900 FOR ASSISTANCE. J. ANY PORTION OF lHE ROADWAY lHAT SUSTAINS EXCESSIVE CONSTRUCTION RELATED DAMAGE, IN lHE OPINION OF PINELLAS COUNTY HIGHWAY DEPARTMENT, SHALL BE REPAIRED AT CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY PINELLAS COUNTY HIGHWAY DEPARTMENT. <D ASPHALTIC CONCRETE: 3- (PC-1-) (i) BASE: 10-1/2- FOOT CERTIFIED COMPACTED TO 98~ TO 98~ MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 Q) SUB-BASE: 12- STABILIZED TO 40 LBR DENSITY AS DETERMINED BY AASHTO T-180 . - POWER POLE x:x - LIGHT POLE @ - SANITARY SEWER MH . - GRATE INLET ~ - WATER VALVE 1:81 - WATER METER e - WELL & PUMP EI - GTE PEDESTAL @ - MONITORING WELL @] - GTE BOX @] - CABLE BOX III - ELECTRIC METER CD - TELEPHONE MH 8 - GTE MARKER ----) - GUY 'MRE - - -wm - - - - OVERHEAD WIRES - - -ohl- - - - U.G. WATER LINE '" II' II' - TOP OF BANK 1::. - OAK ... - PALM o - HOLLY . - PINE o - BOTTLE BRUSH PAVEMENT SECTION FOR PAVEMENT FOR BELCHER RD. AND NURSERY RD. IN PINELLAS COUNTY RIGHT -OF-WAY 48 HOURS BEFORE DIGGING "CALL SUNSHINE" 1-800-432-4770 NTS " >- 3: CD 0 o a:: o () w a:: o z e 5 a... ~ a:: () () :::> (/) a:: W I- o (/) z o () o .-l <{ ~ ~ <{ o 0 0> !Xl I' to Lf) -.t r<) "" ~ 0 Z Cl::W>-Ul-OZUl " Z F IOo ..- ~ o ~ffiZ N 0 N -0--.J N ~ ~t~o 0 ..- eJ II 00- <(0.. I N a... 00 a:: ::E ~ 'lI::N ~:: ~~-j '-j"..rr) 0 <(..-<(r-:o(l)oO~O U ll:: ll:: ll:: <( (f) D Q. Q. D ll::Z-- f} ~ >- o~g (/) co a:: 0(/)'" ~ ~ . <{ !!:!~o ..~como:: 0 Z Q.o:: 01 ~w Z ~ OWo.l ..WL.J Z , UQ.o- ~~00 ..... WZiI::~' 0zF W m~Q- a: o~o::<( ~ Ot-E~ . ~o~~ 0::- 0L.JzO 0 Z ~ ffi g (j'j Q:; <:5 :I: >-t-L.Jo L.J (/)~Z~ <( ::> ~ "" a:: (/)!!? W <( ~00 W00 (/):I:Z~ :i ~W",",L.... a:: zFL.JG Zo::~o 0 j~oa:: ~ ::><(<(~ u... 0.05>- L.J 3>- <( CJ w<(Q. lD <(00 U W L.JC;:~O 0> -::) ~i50U ~ (/) j!: ~ e: ~ ffi (/) U z o - t- e( a: o a.. a: o o t- Z w :E a.. o -J W > w Q :E . ~ . a: N to to to I Or<)-.t ~!Xl~ to C1) -.t ,......., ~r<)~E (f)OI'O " ......, () ..";;: .. . 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'" ",'" ". .~ '-7',;:", -.., '.';';:'.",-.. ------------X------------------------------X-----------*'"--------'*--------*------*--------'*- '. ...., .~. .' .':. -0 '" X ~ '" X <\' '" X "f" X 'c} '" X ~ '" X ON SITE TBM SET NAIL IN PP ELEV.= 13.53' N.G.V.D. BOTT()j EL= 9.38 =~ X - <tJ'.> ~.._.,- {t ''* X {t '~ . .-...... "--" --. .-..-,. --.. -...,,-. -"-' .-..-.. x {j '<f9 X <t<f9 X ,,'1' ~ '" X X ~ '" .,. '" X ~X ,~ ~'.~ ". ~' " ~ '" X ,,<If' X ,,'1' X ~ ". X {j '6J X ,\1) ,'" X ,,<fJ' X {j .~ X ~~ "f? y..'" X ~ X ,~ :-,~&;<<:- ',:y {t <t<,/~'J.; '1 r' X X <t-} X .;.. ". X {t '~ {t <t,~ '>rt v {t X X ''!'p X <t~ x {j <t<,j~J.; '1r' X {j '~ x ,\'0 '" X {t .~ x X '"~ <t~ x ",I) ". x <t.-? x {;> .~ x {j <to}9,~ '1 r' {j X <tq:6',J.; '1 r' x x <t-7 " "'~ .....~' ,"' xo/ ~ X ,~ ,,~;,;<<:- ,"' x <t-& ~X ,~ ,,~;,;<<:- ,"' ~X <Yj~~ '" I)'" " LOYtEST FlOOR EL= 13.95 GNlA~ EL= 13,81 '" ~. i- ,,'1' X '"~ X {j ?6'}t,~ 1r' X ~ :-,~ '">' , ~X i- X ~ {t '~ '-b >( X {j X ,{t >;I- '" <t<& X y.. '.JJ~ ,,~ X X <t: ~ 6', "'~ .....~' ". xo/ x {t 'o.ft ",4> X X <t<& ,,~ X ~",'\?;, .....~'"..,. xo/ X ~ '" ~X :~ ,,~~<<:- ". ~ '" X ~X ,~ ~'~ ". '\'\' ,"' ~ X :<:: ' ,~ ".<\,' '" ,\1) "'~ '\~' '" *~ {j '~ ?fl' X ~ ", X ~X ,~ ,,~~<<:- ". ,,>" ", '\'" .....~. ,"' X~ {;> {;><r9. ..>, 'J.; ~1 r' X "''\. ,"' X ~ X ,~ o/'~ ,"~'\.<fJ" ~ X ,~ ~',~ ".~, .zv ?{j> X ?% X ~ X ~~,~ '" ~' ,"' ~ ?.t.~,~ (1';.., r' <' X ~ ?6) &,~ lf1 r' X ,\1) '" X X "''\. ,"' ~ '" X ?-& X '" ,"' X X <f> '" x:x <f> '" X ~ ,"' X .". '" X STRUCTURE LEGEND GRADING LEGEND ~ MITERED END SECTION ~ PER FOOT INDEX 272 INV. EL. 12.00 (S) @ TYPE 'c' GRATE INLET PER FOOT INDEX 233 SEE DETAIL THIS SHEET. EL ELEVATION TYP TYPICAL @ MITERED END SECTION PER FOOT INDEX 272 INV. EL. 12.30 (N) CO CLEANOUT IE INVERT ELEVATION HC HANDICAP MITERED END SECTION. ~ PER FOOT INDEX 272 ~ INV. EL: 12.00 (NW) X86,55 ~ Em ~ EXISTING ELEVATION ?{j X .- '-"-"--"'-:f;;"'- Jlr '\"> ~. ..2$. ,\'0 ~' X ~ ". X HEAVY DUTY ~ALT PA\€MENT '\"> " X I X 1 '\'" ". U ,101 I I 'u '101 /1 ~ I ~ 3:1 '8 ,tIE , a~ll u loP I <€> ". X ~ ". X .". ". X ~ {\.' X X ~ ", {t {j',-& '<'..r;+ <' X '" X ~ X q.~,~ "'~. ", X H <t{f - t X {> '" ~ '" X <8> .zv X :~ ?<9 X II ~dlll ~bl li:~ II I~ ,L u ;w 2M LF. · ERfS* I r ~1Rtl FENCE ~ I~ ~ 'U ,101 L x {;> X '.l?J> {,-. '''?> X ?J;. X ?~ X ?fl' !8~.. ~ X ~ ",(1 ( '/ ..~,~ ""~ ~ ",,' !C r- lJ:e 522 LF. .. EROSION~ , ~1Ra.. FENCE. DRAINAGE INLET PROPOSED SPOT ELEVATION MITERED END SECTION {> ,'" x - BELCHER ROAD ~ ,'" X '\' 1'" '\"> ,'" ~ ,,,<If X- Cl )( "l!'-b X ", 'J'.> X "l!'~ ;( "l!'~ X "l!'~ )I., "l!'~ X - ", .'{> )I., ",. '0.& --x ~ ""', ~ ~ ,'" X ", '~ 100' R/W ~ ~ ">'\. <-,"> "'~ ,,~ "'~ ~,>, .....~' ,'" .....~. ". .....~. ,'" .....~ ,,' ...,..- - -*,~:- - - - -- - - x- S::'...,.. - - - -- - - '* ~-- - - ~ - - - -x-~-~.~- -__ J===~.======~~===~===~====~~~===~=~~==~=~~=== ,~, ~ " <f>B ,'" " '\~' ". 0/ SCALE: 1" ~ ~ ,'" ~ .....~' ". 0/ ~ ,,'<f> .....~. '" 0/ '\" {j '" ">'\. {j ',r;> .....~' '" '~.+ ___~---_x_o/___~ '1 )( ~===~ri~======;\ .' '" \ >;I- ,,'..p .....~' '" )( ~. .;> "'~ .....~' '" )(0/ <tJl9 X {t >(. .-& {t I '.9" / / ----- 1/ ~ 1/ ~ \ ~ ". ~ ,'" ~ . ~ H.P. - ~. ~ A . ~ -f . [c"';';';""""fc ~ IC ~ tC .~ .lC ;7 K ~tc ..;.;;...". ;'=';.IC . . . """fc. . . - . tc-:";';' "'Tc \ b, 22' -:: 290 LF. .. EROSI~ .---1------..,. _/~~FENCE -----22A-------T~~Ba::_::.~5.rxt--- 8lM (f' ~D 00 ,,>"> ". X ~ / ... .... , ...~~. / ~ / ,,5' X / / " ~y.4"'" / ~, ~ ~ I I I I I I I .....c. ,,~~<<:- '" \ cP 1.U .I'IJ'IJ"IJ- g ... .. ... X <t{9 ~ {;> ~ ,{>. 6', '~ '1' ~ ~ g ~ ~ : , ''', . _ .. lo ~ . .. ..oil.. '. . ~ " . . ~~ ~ ", III III III (II III tll III III .....c. ~'I ~'.~1I1 '"~~. UI f11 III <tlb II I I?~/ I .....c. ,,>"i'~ ,"' 1\-' ,"' I F5 i ~ X ?~ .... ....'.. ~ 1 . ~ ~ I I I ~ H.P.! _ J T -,- -~ -,r- #1 ~ .I a.. :1 l Q C il >- a: w tn .::Ie: ::::>/ Z .I'IJ'IJ"IJ- <!> ". X ~ 1505 BELCHER ROAD / \ ", c LqJ I I :"8 I~ I~ :1 !t5 I! .....c. <S>",~ ,'\.' 0/' -0' - 17.00 F.F,E. ~ . -r .' .: ~ t.. . ~hU ~ ?o""::~ ~1~ '~ ~ ",,' ~ -0' X .I'IJ'IJ"IJ- '-' ~ ~ ,"' X "cr \ ~ X ?~ .I'IJ'IJ"IJ- .. "~ " HEAVY DUTY ASPHALT PA\€MENT ~ J ~~k- I 2JjI .' '" t, ~',: : ~.. @ ...... .~ . .' ....' <II .'. .. I I @---~- . '. ~..~ / ~.. ... 40' 20' TOP ELEV,= 12.38 N, INV. EL= 9.30 (18' RCP) E. INV. EL= 7,61 (36' RCP) W, INV. EL= 7.58 (36' RCP) PROP. SOUlH /NV. a.- 8.60' TOP ELEV.= 12.15 lHROAT EL= 11.45 (UNAIIl.E TO CIlTAlN ACCURATE PIPE DATA) ..-.......... Existin9 Sanit<<y loIcr1hole. N, Rin E1ev: 12.99 Bottm E1ev: 0.17 (1olH IS TOO DEEP TO oeTAIN ~TE PIp[ DATA; PIPE RUNS NORlH a: SOUlH) L.. 200.00'RC 199.96'U II _ III _"1_"'_111_"'_1"_' I I I I ~I ~'1 I ~ ~ ~ -0' ~f11,0J I ~'t ~'(~I .~p t I I I I I I I I I I I I I I ~ A . . ' . I ) ........ . I , ........ I " ! '''- ; , I SOO'01' 41"[ SQO'01'sct'E X ~ ~0" <'" ~a. "td' "0' 220 LF. .. EROSI~ ~1Ra.x~CE ~0 <. ?^ ? '~6' .~ X ~Jl9 SOO'01' 41-r SOO'03'on X J.; 10" ,'?<'* '..fp X J.; 1.0~ ~~Oo Xll 1.;~% "td' X J.; ~(1 <. .?^ ? '~6' ''!'p X ~ ~0" <-", <'0 "-b~ X ~ ~0" <'?".l?J> 'J'.> X J.; ~(1 <';?o,. 12.78 X ~ ~0" (-", <'0. ,,-%-7 ~ .I'IJ'IJ"IJ- .I'IJ'IJ"IJ- .I'IJ'IJ"IJ- " -0' / <t> ",,' ~ -0' " -0' ~ -0' -0~ " ",,' ~ ",,' ~ ",,' ~ ",,' ~ 1\- ",,' ~ -0' iC LIGHT DUTY GRATE 2" DEPTH ie lEe lEe -Ie -IEC -IEC IEC IEC - lEe IEC -IEC -IEC -EC -lEe -IEC -lEe -IC -IEC IEC - IE Ie. IEC ~ -0' D PRCPOSED 300 LF. .. RETAINING WAU. 48 HOURS BEFORE DIGGING "CALL SUNSHINE" 1-800-432-4770 -'VVV SURFACE STORMWATER FLOW BOLTED OR OTHER CONNECTION AT REAR OF SKIMMER 10 GA ALUMINUM SKIMMER OPEN TOP AND BOTTOM WIDTH (ft) NA ITEM ELEVATION HEIGHT (ft) NA AI DIRECTION OF STORM WATER FLOW GRA TE 14.64 SO CONTROL STRUCTURE STORM DRAIN 12.82' WEIR 0.24' 1.82' HCAP HELICALLY CORRUGATED ALUMINUM PIPE SKIMMER EL 12.41' 1.24' SKIMMER 2.26' ERCP ELLIPTICAL REINFORCED CONCRETE PIPE FFE FINISH FLOOR ELEVATION 15" R.C.P. SLOT ELEV: 2' 12" R.C.P. 9.00' 3' CONC. PAD 11.80 S/W e SIDEWALK STORM SEWER STRUCTURE NUMBER ,-. -I; __ -I:C- EROSION CONTROL -++- PROPOSED SWALE STORMWATER FLOW ---,I /- EXISTING SWALE STORMWATER FLOW W"'- . .. '. ....:. .-". " .'1'. "':". ".. .."": ... CONCRETE PAVEMENT POND BTM. ELEV: 12.00' BonOM ELEV: 8.67' 4" THICK CONCRETE SLAB W/ 6"x6" #10 WWF 'CS-1' MODIFIED TYPE .C. INLET OUTFALL CONTROL STRUCTURE NTS O>lX)r---I.Olt)'<t-~N~ d z a::W>-Vl-OZVl I .. o I-8SZ N N I.J...~....J NO ).:l.J...zO ...... IIm-<(O 00 I N 00 za:::::?;~"ll::N ~: ;:C>-j .-j,........ 001'0 <(......<(.....=o([)ooi=!o () ~ ~ ~ <( (f) 0 Cl.. Cl.. 0 z o - l- e( a:: o a.. a:: o o I- Z w :i Q. o .... w > w c :E . ~ . a:: c c( o a:: Q: We( ::E:C (.)- -I a:: wO &%:Iii it) ... o a:: it)~ '-e( @~ CI)~ 2....1 wO W Q: ~ ....I c( 3: S H E E T N o I! ~l G)~ J~ j~ ~t ...J N 1.0 1.0 1.0 I o~'<t- ~lX)~ 1.0 (j) '<t-,....., =3~~E (f)or---o "o'-"u ....i:: .. . 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"i i :~1t=:~~=r======== :~~/ I ~p I I I I I I I I I I I I I I BELCHER ROAD Cl 100' R/W 40' EXISTING 24" CONCRETE WM EXISTING FIRE HYDRANT ASSEMBLY (TO REMAIN) =~ I I I O? ~. 3 I ;) 1M! Dy 12- MIN DISTANCE ./"'FlNISH ./ GRADE STANDARDS A.S.S.E. 1015 A. W. W.A. C506 FCCCHR OF use (: ~ . " .. . , . .... .... -. ...... .. ---<L _. '. . ...\~~ .. " :... '. anRINE IN.Ecn<* POINT NOTES: 1. NOTE LOCA nON OF 4 REQUIRED TEST COCKS (0) 2. OS&Y GATE VAVLES ARE REQUIRED ON FIRE UNES 3. STRAINERS ARE NOT PERMITTED ON FIRE UNES 1)i- PYC (SOR-21) WATER SERVICE 1)i" WATER SERVICE W/1BO (SAMPIi PONT) APPROVED MATERIAL UST WA TIS 709 FEBCO B06YD HEARSHEY NO. 2 Q c i'i :>->" a:i W~ U)a= a: ::)1 Z * 1" InESllC WATER METER WI BAa<FlOW PRE\{NTER. (aTY TO PRO\1OE 1iE1ER, ~1RACTM TO INSTAll) .mm:&; 1. ALL CORPORATION STOPS TO BE FOR USE WITH DR 1S.5(C.T.S.) P.B. TUBING. 2. SERVICE SADDLE REQUIRED FOR ALL P.V.C. TAPS. S. JO:'1'J:R ONLY. TO BE FURNlSBJ:I) BY P.C:W.S. .. KJ:TJ:R BODS SHALL BE CONCRJ:TI!: (COYMERCIAL GlW>E) PER P.C.W.S. SPECS. 5. CORPORATION STOPS (ee THREAD) SHALL BE TAPPED DIRECTLY INTO DUCTILI: IRON PIPE. NO TAPPING SADDLE IS REQUIRED. z o - .... cc a: o ~ a: o o .... z w :IE ~ o -I W > W o :E . ~ . a: N co co co I ol")~ ~OCJ~ co Q) ~........ ~I")~E (1)01"-0 '0........ U -o'i: x 0> o E 0 c o u... u... Q) a::: ....- 0 ~ ~000 Q) .0 L[) . -""Ol~ .... 0 I ~ 8:r:0l~ oE~ 0- 1")0........ Na...I"- N I"- ........ 5' II wjl ~I ~ j~ J] ~t .....J EXISlWG WATER METER TO BE USE AS JRRIGA lKJ4 SERVICE. 1 I . ~ ~. ., .: ~ J:..~ 'f.: ~ . 1': ~ ~ ~ I I I I I I "..1 ' . RESTRAINED PIPE - NUMBER OF JOINTS FOR EACH SIDE OF FITTING PIPE TYPE FITl'ING SIZE 90- 45- 22 1 4" 3 1 1 6" 4 2 1 8" 5 2 1 10" 6 3 1 12" 7 3 2 16" 8 4 2 20" 9 4 2 24" 10 4 2 30" 12 5 3 36" 13 6 3 42" 14 6 3 48" 15 7 3 54" 16 7 4 - 17.00 F.F.E. @ 6" FIRE UNE SERVICE TO IlJIUlING (SAMPLE PONT, 180) 4- COYMERCIAL CON METIR BOX 1fl'l'H CAST IRON LID 1 1/2. OR 2- SERVICE TUBING DR 1S.5 C.T.S. 1'= 1'= 1 '+ .... ' 0.' "$01 II I I I 1* REUO'tf. EXlSllNG POWER P<li ~ RE~IRED. 8f , :~~.'1~ :.: ',:t .~j ~.~~~:t~ ......, .,J, G . '.' " .:-.? /:'j~;~~: ;-;~-~".~~ l .'..",... r :. .~:.' ::l:~~:~ 3~':i II :J 1 1/2. OR 2. KJ:TJ:R VALVB ASSIMBLY COMPATIBLE 1fl'l'H EXISTING OR SUPPLIED METIR CONNECTION Qi I- ~~ 6" PYC (SOR-26)SAN1TARY SERVICE I.E. = 11.00 c/o 175 LfNf:" PYC (SOR-26) SAN SERVICE 01.OX ~ 1 1/2" OR ." CO_TIOIf STOP ~ (W1'l'R LP. THREADS ac C.T.S. COMPRESSION JTlTING) 1 1/2- OR 2. BRASS KITD CONNECTION COMPATIBLE WITH EXISTING OR SUPPLIED KJ:TJ:R WITH IW.I: LP. THRBADS ON TAILPIJ:CJ: ~! Ii ~ ~ CIQ I I ~ in ~ . . p f. .. 4 . ..:'" ~ .......- 1 1/2. OR 2- SERVICE SADDLE W/ LP. TBRJ:ADED INLIT . ." ,,' ... ....... .... ".. . ",". ,," ". .. ~.. .... . . e__..:-w.L_....--s...--. RESTRAINED JOINT REQUIREMENTS ohl- - t-- I ExIsti1g ScI1llcry IotCllhde. N. Rin Bey. 12,GG Bollrn Bev: 0.17 (IlH IS TOO DEEP TO IllTAIN ACCURAlE PIPE DATA; PIPE RUNS NORTH 4t SOOTH) ~c/o I 1 1 1/2" OR 2" SERVICE DETAIL x:x ~.._.,_.. .-,-..-.'--.--.- .'-. -',._:':'. ,.' -:.-.::-:.:--., :, .~~ :~ ~:.: ::.- ._~1i~_ _ _q_ .._. _...~~~9!!!.._q_q__ .._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._0'_"_"-"-"-"-"-"-"-"-"-"-"-"-"-" .'._Q ~----2:::: ..._...~::a..._\~~.. ..._..._0_ '\ \, SOO'01'41~ 161.29'RC ","" I SOO"OS'1Dt 161.28'U --= = =,::: 7':==-==.7'~ =:=,=;::.~ _., _ ,. _' , _.c:= =-=:'.=..=,=:':::..=:'.=...=.=:'=-.=:'.=...=.:r::=.;.;;r;::, -" - , . -- " -.. -, . . ~8~ .. __ . .. .25 RILL NEW T) c c( 0 a: a: Wcc :Co (.)- .....a: wO z ca~ cc -I Lt) ... ~ offi >- It) .... .... ....CC - -I @~ - .... :::::> CI)~ 2-1 wO w a:: ~ ..... c( == S H E 4 E T N 0 19',6 11',6 ------------------I---~~~~---~---~-------------------------------- / ~rz 80" ILBOW ~ ~se.~ FLUSHING & SAMPLING ASSEMBLY ~ 2.z 3/4"rD GALVjJfJDI) UTILITY LEGEND .....!l- EXISTING SIGNAGE 0 EXISTING SANITARY MANHOLE C"Q., EXISTING UTILllY POLE 0 EXISTING SANITARY CLEANOUT --~ EXISTING GUY W / WIRE SS SANITARY SEWER -,--wm--- EXISTING WATER MAIN . PROPOSED CLEANOUT - CO ---80n --- EXISTING SANITARY MAIN (8) PROPOSED STRUCTURE NUMBER ---ohw--- EXISTING OVER HEAD WIRES ... PROPOSED GATE VALVE . EXISTING CHECK VALVE . PROPOSED FIRE HYDRANT ~ EXISTING GATE VALVE .. PROPOSED REDUCER -6 EXISTING FIRE HYDRANT . PROPOSED BLOWOFF I> EXISTING REDUCER . PROPOSED WATER METER 0 EXISTING BLOWOFF c::J PROPOSED BACKFLOW PREVENTER ~ EXISTING WATER METER WL WATER LINE CONSTRUCTION NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS, ELEVATIONS. AND DIMENSIONS OF ALL EXISTING UTIUTIES AND SHALL NOTIFY THE ENGINEER OF ANY DEVIATION FROM THE PLANS PRIOR TO PROCEEDING WITH ANY PROPOSED CONSTRUCTION, 48. IU.X./ 38" ION. USF 7610 HANDHOLE RING & COVER CONCRETE PAD 16- SQ X 4- THICK IN UNPAVED AREAS DIS'l'ING GlW)I BUILDERS FELT CO PLUG & CO FITTING 4- ROCK BASE 2.z s. NIPPLI. GALV.~ 2" GALVjJfJDI) 'l'BRIADBD PIPI $OR 35 PVC PIPE HOTI: PIPI TO 81 RIS'J'IWIIID PIa P.c.....s. SPICS. roR DDD-IND COHDmOH L... ... 1UlOIf. ...... STOPPER AS RECOMMENDED BY THE PIPE MANUFACTURER 48 HOURS BEFORE DIGGING "CALL SUNSHINE" 1-800-432-4770 NO'l'I: PLUG 2. TAP An'IR RIIIOVING SAllPLlHG AssamLY CLEANOUT 2"TEMPORARY BLOW OFF ASSEMBLY CUANClUTJIWD 1lI/12/M N1S GENERAL CONSTRUCTION NOTES 1. ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM 1929. 2. 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. 3. 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. 4. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS 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. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM. 5. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR. 6. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO BASE AND SURFACE CONSTRUCTION. 7. 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. 8. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISIONS AND/OR LATEST EDITION. 9. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. 10. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER. SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS WHICH ARE FROM 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. 11. 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. 12. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS AND UTILITY COMPANIES. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES, WHERE NECESSARY, WITH OTHER CONTRACTORS AND UTILITY COMPANIES. 13. BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6" LAYERS UP TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO BE PAVED, BACKFILL SHALL BE COMPACTED TO 100% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99. 14. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000 P.S. I. IN 28 DAYS, UNLESS OTHERWISE NOTED. 15. REINFORCING SHALL BE BILLET STEEL BARS CONFORMING TO ASTM A615 GRADE OR BETTER. 8. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING ANY UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES WHICH INTERFACE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE UTILITY COMPANIES, AND THE CONTRACTOR SHALL COOPERATE WITH THE UTILITY COMPANIES DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. 9. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL 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 OWNER AND REQUESTING A CLARIFICATION OF THE PLANS PRIOR TO DEMOLITION. 10. 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. 11. ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. 12. WHEN CONSTRUCTION IS COMPLETED, THE RETENTION/DETENTION AREAS WILL BE RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE-SODDED IN ACCORDANCE TO THE PLANS. 13. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS. IN ADDITION, THE CONTRACTOR SHALL PLACE CRUSHED ROCK OR ROLLED SHELL ON THE GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT THE SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF-SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES. 14. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION, OR OTHER ACCEPTABLE METHODS. 15. THERE IS TO BE NO DISCHARGE (i .e. PUMPING, SHEET FLOW, SWALE, DITCH, ETC.) INTO EXISTING LAKE SYSTEM, WETLAND, OR RIVER, WITHOUT THE USE OF SETTLING PONDS. IF THE CONTRACTOR DESIRES TO DISCHARGE INTO THE EXISTING LAKE SYSTEM OR RIVER, A SETTLING POND PLAN MUST BE SUBMITTED AND APPROVED BY THE ENGINEER OF RECORD AND LOCAL REGULATORY AGENCY PRIOR TO CONSTRUCTION. 16. THE SITE WILL BE PERIODICALLY INSPECTED TO INSURE THAT PROPER EROSION AND SEDIMENT CONTROL BMPs ARE BEING APPLIED. THESE INSPECTION WILL BE MADE BY SETH KOHN (FDEP INSPECTOR #035) PAVING, GRADING AND DRAINAGE NOTES 1. ALL DELETERIOUS SUBSTANCE MATERIAL, (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 TESTING 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 THfSE PLANS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDIE 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. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT SYSTEMS OF TREES SHOWN TO BE SAVED. THE CONTRACTOR IS TO COORDINATE WITH OWNER'S ENGINEER PRIOR TO ANY ELEVATION CHANGES. 4. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL. 5. THE CONTRACTOR IS TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. 6. ALL PAVEMENT MARKINGS SHALL BE MADE WITH PERMANENT THERMOPLASTIC, AND SHALL CONFORM TO FDOT STANDARD INDEX NO. 17346. PARKING STALL STRIPING TO BE 4" WIDE PAINTED WHITE STRIPES. 7. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS THAN TWELVE (12) INCHES. SEE "EXTRA BASE FOR CROSS CULVERTS UNDER FLEXIBLE PAVEMENT DETAIL." 8. STANDARD INDEXES REFER TO THE LATEST EDITION OF FOOT "ROADWAY AND TRAFFIC DESIGN STANDARDS". 9. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS I I I (ASTM C-76) UNLESS OTHERWISE NOTED ON PLANS. 10. PVC STORM PIPE, 12" AND SMALLER SHALL CONFORM TO AWWA C-900, CLASS 150 STANDARDS, UNLESS OTHERWISE NOTED. 11. PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO THE CENTER OF DRAINAGE STRUCTURES. PIPE LENGTH FOR MITERED END AND FLARED END SECTIONS ARE TO END OF PIPE. 12. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H-20 LOADINGS. 13. THE CONTRACTOR IS TO SOD THE RETENTION/DETENTION POND AS INDICATED ON PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND. 14. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1991, OR LATEST REVISION THEREOF AND SUPPLEMENTAL SPECIFICATIONS THERETO. 15. UNDERCUTTING AND/OR OVEREXCAVATING THE RETENTION/DETENTION AREAS WILL NOT BE ALLOWED. 16. THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAWINGS. SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES, INVERTS, AND LOCATIONS OF ALL STORMWATER FACILITIES INCLUDING THE STORMWATER POND, DRAINAGE STRUCTURES, BERMS & SWALES. THE CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER FOR THE PURPOSE OF CERTIFYING THE STORMWATER MANAGEMENT SYSTEM. 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 ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. THE CONTRACTOR IS TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE AN INSPECTION. 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT. 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. UPON COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. 5, STRIPING WITHIN FDOT RIGHT-OF-WAY SHALL BE PLACED IN ACCORDANCE WITH FDOT ST ANDARD I NDEX NO. 17346. 6. SIGNS WITHIN FDOT RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH FDoT STANDARD INDEX NO, 11860 AND SHALL BE PLACED IN ACCORDANCE WITH FDoT STANDARD I NDEX NO, 17302, 7, SIGNING AND STRIPING WITHIN FDoT RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 8, ALL WORK PERFORMED WITHIN THE FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF- WAY CONFORM TOI A,) FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY PLANS PREPARATION MANUAL, VOLUME 1, CHAPTER 2 &25. B.) FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS FOR STREETS AND HIGHWAYS ON STATE MAINTAINED SYSTEMS. (JAN. 1994), (o.ko.l STANDARD INDEX), COMPLIANCE WITH ALL APPLICABLE INDICES IS REQUIRED, C,) FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION FOR ROAD AND BR I DGE CoNSTRUCTI ON (1991-ENGLI SH OR 1999-METR I C), AKAI STANDARD SPECS, 9. ALL DISTRUBED AREAS IN FDDT R/W ARE TO BE SODDED. 10. BEFORE CONSTRUCTION IS TO BEGIN, THE APPLICANT SHALL DELIVER TO THE DEPARTMENT PROOF OF INSURANCE VERIFYING THAT THE APPLICANT OR THE APPLICANT'S CONTRACTOR HAS COVERAGE UNDER THE LIABILITY INSURANCE POLICY IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA ADMINISTRATIVE CODE, RULE CHAPTER 14- 96. 007( 5) (C) 6. 11. THE APPLICANT MUST NOTIFY THE FLORIDA DEPARTMENT OF TRANSPORTATION - LOCAL MAINTENANCE OFFICE (48) HOURS IN ADVANCE OF STARTING PROPOSED WORK, CALLI PINELLAS MAINTENANCEI NORMAND LATAILLE, JR. (727) 570-5101. FORCE MAINS SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN. SANITARY SEWER/RECLAIMED WATER AND POTABLE WATER/RECLAIMED WATER SEPARATIONS WHEN THE RECLAIMED WATER LINE IS TRANSPORTING WATER FOR PUBLIC ACCESS IRRIGATION: MAXIMUM OBTAINABLE SEPARATION OF RECLAIMED WATER LINES AND DOMESTIC WATER LINES SHALL BE PRACTICED. A MINIMUM HORIZONTAL SEPARATION OF 5 FEET (CENTER TO CENTER) OR 3 FEET (OUTSIDE TO OUTSIDE) SHALL BE MAINTAINED BETWEEN RECLAIMED WATER LINES AND EITHER POTABLE WATER MAINS OR SEWAGE COLLECTION LINES. AN 18 INCH VERTICAL SEPARATION SHALL BE MAINTAINED AT CROSSINGS. WHEN THE RECLAIMED WATER LINE IS TRANSPORTING WATER FOR NON-PUBLIC ACCESS IRRIGATION: THE RECLAIMED WATER MAIN SHALL BE TREATED LIKE A SANITARY SEWER, A 10 FOOT HORIZONTAL AND 18 INCH VERTICAL SEPARATION SHALL BE MAINTAINED BETWEEN THE RECLAIMED WATER MAIN AND ALL EXISTING OR PROPOSED POTABLE WATER MAINS. NO MINIMUM SEPARATION IS REQUIRED BETWEEN THE RECLAIMED WATER MAIN AND SANITARY SEWERS, OTHER THAN THAT NECESSARY TO ENSURE STRUCTURAL INTEGRITY AND PROTECTION OF THE LINES THEMSELVES. NOTE: WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATIONS AS STIPULATED ABOVE, THE DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP) MAY ALLOW DEVIATION ON A CASE-BY-CASE BASIS IF SUPPORTED BY DATA FROM THE DESIGN ENGINEER. APPROVAL FOR THE DEVIATION MUST BE OBTAINED PRIOR TO CONSTRUCTION. WATER SYSTEM NOTES 1. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 2. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 3. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER TO BE RESOLVED BY ADJUSTING THE WATER LINES AS NECESSARY. 4. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50 (AWWA C 150) AND ANSI A 21.31 (AWWA C 151) AND PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, A 21.8 OR A 21.51 AND SHALL BE MORTAR LINED, STANDARD THICKNESS, AND BITUMINOUS SEALED IN ACCORDANCE WITH ANSI A (AWWA C 104-71). 5. ALL FITTINGS LARGER THAN 2" SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE WITH AWWA C-l10 WITH A PRESSURE RATING OF 350 PSI. JOINTS SHALL BE MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C-111. FITTINGS SHALL BE CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-l04. 6. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW-0FFS AT THE END OF WATER SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION. 7. THRUST BLOCKING SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN ON DETAILS. 8. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA C-900. PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN ACCORDANCE WITH ASTM D-2241. (UNLESS OTHERWISE NOTED) 9. ALL PIPES AND FITTINGS 2.5" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED SLEEVE TYPE JOINTS. 10. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE MEETING THE REQUIREMENTS OF AWWA C509 11. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE APPROVED BY THE LOCAL UTILITY AND FIRE MARSHAL. 12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES, PLANS, AND SPECIFICATIONS FOR CONSTRUCTION, LATEST REVISION THEREOF, AND SUPPLEMENTAL SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION OF ALL POTABLE WATER SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE COORDINATED THROUGH THE LOCAL REGULATORY AGENCY. TESTING SCHEDULE GUIDE TEST 1.0. TEST TYPE REQUIREMENT ITEM FREQUENCY N/A AASHTO T180 ASTM 01557 AASHTO T191, T204 T238 ASTM 01556, 02937 02922 Maximum Density Opt imum Moisture Field Density Per Soi I Type Embankment 95% of Maximum Density One Per 2,500 S.F. Hor i zont a I I Y * , Alternating Lifts (12 Inches) N/A AASHTO T180 ASTM 01557 AASHTO T191, T204 T238 ASTM 01556, 02937 02922 Maximum Density Optimum Moisture Field Density Ut i lit Y Trench Backf ill Under Roadways and Structures Per Soi I Type 95% of Maximum Density One Per 2,500 S.F. Horizontally * ; Every 2' Vert ically 02922 At I east one for each pipe run N/A Max imum Dens i t Y Optimum Moisture Field Density AASHTO T180 ASTM 01557 AASHTO T191, T204 T238 ASTM 01556, 02937 02922 Backfill of Structures Per Soi I Type Every 2' Vert ically 95% of Maximum Density LBR - FLA. D.O.T. Bearing Values LBR = 40 MIN. Subgrade One Per Soi I Type Check Point LBR at 500 L.F. Horizontally One Per Soi I Type N/A AASHTO T180 ASTM 01557 AASHTO T191, T238 ASTM D1556, 02922 Ma x i mum 0 ens i t Y Optimum Moisture Field Density & Thickness 98% of Maximum Density One Per 2,500 S.F. Horizontally LBR - FLA. D.O.T. LBR = 100 MIN. Bearing Values Base One Per Source or as Mt I. Change Check Point LBR at 500 L.F. Hori N/A Atterberg Limits AASHTO T180 ASTM 01557 AASHTO T191, T238 ASTM 01556, 02922 AASHTO T27, T98 AASHTO T90 ASTM C136, 0423, 0424 S.F. Ma x i mum 0 ens i t Y Optimum Moisture Thickness Fie I d De n sit y Gradation One Per Source 98% of Maximum One Per 2,500 Density Horizontally Per Specifications One Per Source Por t I and Cement Per Spec if i cat ions One Per So i I Type Assoc. Specifications AASHTO T134 N/A One Per Soi I Type Dai Iy (Standard) Portland Cement Assoc. Specifications Portland Cement Assoc. Specificat ions Soi I Cement Base Mi x Design (To be used if Maximum Density separation between SHWT & bot tom 0 fOp, t i mum Mo is t u r e bas e i s < 1 . 5 ' ) Comp res s i ve Strength Specimens Test Cores 300 PSI at 7 Days One Set of 3 Per Soi I Type Da i I Y ** 450 PSI at 21 Days One Set of 3 Per Soi I Set of Compressive ** Field Density & Thickness AASHTO T191, T238 ASTM 01556, 02922 95% of Maximum Density One Per 2,500 S.F. Horizontal Asphaltic ConcretMaterials Qual ity AASHTO T164 Bitumen Content, ASTM D2172 Gradation Field Density ASTM 02950-81 Per Specificat ions One Per Day 95% of Lab Density One Per 2,500 S.F. Horizontal 16. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED. 17. 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. 18. CHAPTER 77-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO EXCAVATING. MAPS SHOW ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND DO NOT SHOW SERVICE LINES. THE ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAINS OR SERVICE LINES IS BY AN ON-SITE INSPECTION BY THE RESPECTIVE GAS PERSONNEL. THEREFORE, EXCAVATORS ARE INSTRUCTED TO TELEPHONE THE RESPECTIVE GAS COMPANY TWO (2) WORKING DAYS BEFORE ENTERING A CONSTRUCTION AREA. 19. THE CONTRACTOR SHALL LOCATE AND FLAG ALL PROPERTY CORNERS PRIOR TO FINAL ENGINEERING INSPECTION AND CERTIFICATION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE PROPERTY CORNERS, WHICH HAVE BEEN LOST DURING CONSTRUCTION, RE-ESTABLISHED BY A PROFESSIONAL LAND SURVEYOR. 20. THE SOILS ENGINEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION TESTS, AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY TO THE ENGINEER OF RECORD, IN WRITING, THAT ALL TESTING REQUIREMENTS, REQUIRED BY THE LOCAL REGULATORY AGENCY, AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT), FOR THE IMPROVEMENTS, AS REQUIRED BY THE ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED. 21. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING REQUIREMENTS AS SHOWN ON THE ENGINEERING CONSTRUCTION DRAWINGS. UPON COMPLETION OF THE WORK, THE SOILS ENGINEER IS TO SUBMIT CERTIFICATIONS TO THE OWNER'S ENGINEER, STATING THAT ALL REQUIREMENTS HAVE BEEN MET. 22. THE CONTRACTOR IS TO REVIEW THE SOIL REPORTS AND BORINGS PRIOR TO BIDDING THE PROJECT AND COMMENCING CONSTRUCTION. 23. THE IRRIGATION SYSTEM SHALL HAVE COLOR CODED PIPING AND LABELING ON THE PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING. 24. THE CONTRACTOR SHALL MAINTAIN A COpy OF THE APPROVED PLANS AND PERMITS AT THE CONSTRUCTION SITE. 25. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR CONSTRUCTION SITE SAFETY. 26. 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. 13. THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS. SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW THE LOCATIONS ON ALL WATER MAINS AND SERVICES. THE CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER. AASHTO T96-77 ASTM C131-81 N/A Los Angeles Abrasion Thickness Per Specifications One Per Source Per Specificat ions One Per 2,500 S.F. WATER SYSTEM TESTING AND INSPECTION REQUIREMENTS 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN ACCORDANCE WITH WAT~R DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. NOTES: * The Contractor shal I not pave over soi I cement base unt i I a 30 day curing time has elapsed ** Maximum strength I imits, as establ ished by soi Is test ing company, shall not be exceeded *** Should any of the information provided herein conflict with either the recorrmendations of the Geotechnical Engineer, and/or the Geotechnical Report, then the aforementioned recorrmendations wi I I supercede this "TESTING SCHEDULE GUIDE" 2. CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL SAMPLING AND OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OF ALL BACTERIOLOGICAL TESTS TO BE SUBMITTlD TO OWNER'S ENGINEER. SANITARY SEWER NOTES 1. ALL SANITARY SEWER MAINS & LATERALS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 2. ALL SANITARY SEWER MAINS & SERVICE LATERALS SHALL BE CONSTRUCTED OF POLYVINYL CHLORIDE PIPE, SDR 35 OR AS OTHERWISE INDICATED ON THE CONSTRUCTION DRAWINGS. 3. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. 5. PVC PIPE AND FITTINGS SHALL CONFORM TO ASTM SPECIFICATIONS DESIGNATION D-3034-77C, MA SDR 35. INSTALLATION OF SDR 35 PIPE SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF ASTM SPECIFICATION SECTION D2321. ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR. 6. ALL PVC FORCE MAINS SHALL BE CLASS 200, C-900 (DR18), COLOR GREEN, WITH A GREEN MAGNETIC TAPE A MINIMUM OF 2" WIDE, PLACED 1 FOOT BELOW THE PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHOULD READ "FORCEMAIN". 7. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50 (AWWA C 150) AND ANSI A21.51 (AWWA C 151). DUCTILE IRON PIPE SHALL RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, A 21.8, OR A 21.51. 3. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION. 4. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION. 5. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS. WORK I N FOOT R I GHTS~F..JNA y 1. ALL TRAFFIC STRIPES AND MARKINGS ARE TO BE LEAD-FREE, NON-SOLVENT BASED THERMOPLASTIC, THE PERMITTEE SHALL PROVIDE THE DEPARTMENT WITH ANUFACTURE SCERTIFICATIoN PRIOR TO ISSUANCE OF . FINAL ACCEPTANCE. 2. REFLECTIVE PAVEMENT MARKERS SHALL MEET THE REQUIREMENTS OF FDoT SPECIFICATION SECTION 706 WITH THE EXCEPTION OF SECTION 706-6 (BASIS OF PAYMENT) . 3. ALL SIGNS WITHIN FDOT RIGHT-OF-WAY SHALL MEET THE REQUIREMENTS OF FDOT SPECIF ICATION SECTION 700 WITH THE EXCEPTION OF SECTION 700-11 (BASIS OF PAYMENT), 4, REFLECTIVE PAVEMENT MARKERS SHALL BE PLACED IN ACCORDANCE WITH FDOT STANDARD I NDEX NO. 17352, 8. ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCEMAINS THAT REQUIRE D. I .P. ARE TO BE POLYLINED OR EPOXY LINED. 9. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING. 10. THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES AND LOCATIONS ON ALL SANITARY SEWER MAINS AND SERVICES. THE CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER. SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS 1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. 2. THE CONTRACTOR SHALL PERFORM AN INFILTRATION/EXFILTRATION TEST ON ALL GRAVITY SEWERS IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION. SAID TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. 3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. SAFETY NOTES 1. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL SAFETY REGULATIONS ARE TO BE ENFORCED BY THE CONTRACTOR. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE SAFETY OF HIS PERSONNEL. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION. 2. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF THE STATE OF FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS: SHALL BE FOLLOWED IN THE DESIGN APPLICATION, INSTALLATION, MAINTENANCE, AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES, AND BARRIERS NECESSARY TO PROTECT THE PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE PROJECT LIMITS. CLEARING AND EROSION CONTROL 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 BEGINNING ACTUAL CONSTRUCTION IN ACCORDANCE, WITH TH SOILS TESTING REPORT. COPIES OF THE SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING COMPANY. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY. 3. THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE SITE, NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND 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 RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING ANY EXISTING STRUCTURES FROM THE SITE. WATER/SEWER CLEARANCE REQUIREMENTS VERTICAL CLEARANCE AT CROSSINGS: GRAVITY SEWERS OR FORCE MAINS CROSSING UNDER WATER MAINS SHALL BE LAID TO PROVIDE 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 EQUALLY SPACED FROM THE POINT OF CROSSING WITH NO LESS THAN 10 FEET BETWEEN ANY TWO JOINTS. WHERE THE MINIMUM 18 INCH SEPARATION CANNOT BE MAINTAINED, THE SEWER SHALL BE PLACED IN A SLEEVE OR ENCASED IN CONCRETE FOR 20 FEET CENTERED ON THE POINT OF CROSSING. WHERE THERE IS NO ALTERNATIVE TO SEWER PIPES CROSSING OVER WATER MAINS, THE PIPES SHALL BE CENTERED AT THE CROSSING AS INDICATED ABOVE, AND THE WATER MAIN SHALL BE PLACED IN A SLEEVE OR ENCASED IN CONCRETE FOR 20 FEET CENTERED ON THE POINT OF CROSSING. ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO THE WATER MAIN. HORIZONTAL SEPARATION BETWEEN PARALLEL LINES: GRAVITY SEWERS SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10 FOOT SEPARATION, THE WATER MAIN 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. 12, MAINTENANCE OF TRAFFIC FOR DEPARTMENT OF RIGHT-OF-WAY INDEX NOS, 600, 623 & 660, OF 51 00 A, M. AND 91 00 p, M, INSPECTOR. THE WORK TO BE PERFORMED WITHIN THE FLORIDA IS TO BE PERFORMED IN ACCORDANCE WITH STANDARD NO LANE CLOSURES ARE PERMITTED BETWEEN THE HOURS UNLESS PRIOR APPROVAL IS OBTAINED FROM THE FDOT >- CD z o I- 0.. Il:: () (f) UJ o UJ I- <( o Ol 0Cl r-- lO If) -t' t') N ~ c:i z a::W>-Vl-OZVl Z Ici:- .....~~ ~ 0 (J)"l.J...<(O 0 I ~~l.J...~~.. I 0> Z 0:: ~ "'*"N ~ W ~~'m'''''' I -l :> -, -, W..+- <( <(~oooOI--"'" ~ ~ &:m&: ~ 01- .-- - lX~ ~ ~~~~ ~i =-:~I ~~~ ~i 'i~~ ~~ I- ~! ~~ o!! w _; III...! o~ ~~ ~ 1-< - - 0>- ZIIl ~~ 0_ (I) 0(1) w- -~ @5ffi U 0.. . U C"l wz~ 1II~ 0::: I- 1= ci' 0- o-~ ~ ziffiOl >-l-wOl <.....ZOl ~oC3.... (I)::r:ZI- zFW(5 <~o- ~05~ w<o.. l.tJ[o:~O (1)- U wO j;~~~ z o - .... CC a: o Q. a: o o .... z w :E 0- o ~ w > w o :E ~ a: C DC: DC: W :J:CC 00 ....I - wac: ~O ~ Lt)LL o .. Lt)ac: .....W .... @~ Cl)a: ZCC w~ WO DC: ~ ....I <C 3= S H E E T N o o 00') ......co COo ~~~0C\l +' .... 0') U':l co S::::l mco Q)U)~ I co U ...... m I '1:lr-.co~ ~IllOl'-CO .... 0 ~ ,-... l'- :::: 0:: l'- ,-... o!>>-";C\ll'- ~ 0 l'- C\l ~~.o"""".t.- Q) r-. r-. .. I::::l$Q).. ::l U....... s:: >cncn c:....'O WQ)C: =~.3 >.- .- 0> Uc: W (.) tt= - o .... I- ... CJ Z - cc: w w Z - CJ Z w Q :> cC . ~ en z o - I- CC o - LL - o W Q. en olS en w .... o z 5 I ---- CJ ::E to ---- <:) -...J ru o ru ru ---- <:) -...J ru I o ru ru en -0 n D. ::E to ---1 ::::r c l> D "'"J ..--- CD o S-'? Ul A .J:::,. m ru o o OJ o CT ::s:: o D. ......., ....... ::J 24' 10' 1'-2' 3/4"R _ ~/4"R~ SLOPE TO FIT r - . DRIVEWAY~ - .. . . '. ..r,. ., . - ~ .\0 . !It ,..... ~ N . Z'I> .-' ,-0-'- .._ f,-~ . ,II>. -(I)~' .,,1>'(0. . ..' . ". POST (OPTIONS: 2"x4" OR 2 1 /2" MIN DIA WOOD; STEEL 1.33 LBS/FT MIN) 6' CENTERS MAX . FOR MORE NOTES AND DETAILS SEE FOOT INDEX NO. 300 DROP CURB DROP-C.DWG 06/02/94 NTS ~~~I~~~ ~ II ~ >---c >---c B ft 1t ~~I~lt ~ STORMWA TER INLET / ASPHALT """'''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''"",,,,''''''''''''''''''''- ~~~ ~ ~ ~~~ ,,\~~\""" ~~~~~~ ~~> "'~"''''l'tu~-~~~~'''",~", ~ "~,,~,~~ ~,,~~,,~ . : Ai" I . ',a . ~ .. .. ..4..", f . '. . . . . ", I . . '.' . ~ ~ ".,". .. ". .4 .. ~. ., .4 .. Ai". ....... . . ..... 41 4 :.~." ..~.: .~.. .. "'.~ . --.~ . '. ::'. 'A . ~ .,' 4'.4 ..,.. -., '. .,.- MAX SLOPE = 12: 1 ' ,.4,11 ..... .:.. ;;' ~'. " 4 '" ,'EXPANSION JOINT:4 ~1/2" PREFORMED .~'. *'. '. JOINT FILLER ,,'. . 4' .~ ....(ALL AROUND) ~., '. ~ ,,~. · 4 ." .... . .'. . . ." ,;<" .:... . A .. .. .' .-.......... ~.. .i~ . . 4~ ~ '. .; . .,' . "~IDEWALI<' . I . 5' STn Fl. 6' . I PAVEMENT 44" MIN TACTILE SURFACES SHALL BE CONSTRUCTED BY TEXTURING TO A DEPTH NOT EXCEEDING 1/8" BY USE OF A TAMP OR ROLLER FABRICATED WITH AN IMPRINT SURFACE OF EITHER 1" MESH 0.250 WIRE CLOTH (PLAIN WEAVE, CONVENTIONAL CRIMP), #6 EXPANDED METAL (STANDARD) OR 3 LB. EXP ANDED METAL GRATING. ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BALE .. . . ..'.' ':' .:. .'l . '"~., ~>:, :~~ .'~ '! . ...... . .- . ... . .. .". .. . .' . ". ... 1.5"R I' 18" 'I 2" ~ ..- 00 0.5"R~ LETTERS TO ~ BE 1" HIGH PARKING BY ~ DISABLED PERMIT ONLY : N ...... ~?~/ / ~ ~ ----- .-/' ---_//~/ '--- ~r--- h- ~L ~ ~ - ~ ~ ->>--U-~ C- >>--- :lJ. :,.---- -<-~ -!-----Jf:: >> ----.....---......., >> >>"--"" >> SIGNS TO BE ~ MADE OF ALUMINUM : (0 I [ $255 FINE F.S. 318.14 " ;..... PREASSEMBLED SILT FENCE r FINISH GRADE '"d ": . . . . 4 '4'J I.~' CONCRETE ",: j I: < ":,~11"" . ~ i I 14 '. .... . , N 2"x2" WOOD STAKES WIRE OR NYLON 2 PER BALE~ BOUND BALES ~~lrEXISTING GRADE II~ - u I '-2' (MIN.) SECTION NOTE: SIGNAGE PER ADA REQUIREMENTS .' . .:U" . .., .' .... . .. . '. - (V) . '.. I · l' J '. t.4.. ...... '.. .... . . .' ". ... ..... . . . . " ... TACTILE. SURF AGE ..... ..".... I FLOW I FLOW I ill $I:ft I ~!4 I ~lt ill PLAN I DOWNSLOPE .. , .~ '. ' .. . . ~ 4 . . . ..:" . CONST 4" THICK.. . . ;CON'CR.ETE R.AMP ..' .4 .~. .,~~ 4 .. ';,. ..' .11, ;.' ~ "41 ~"... '. ... ~ ... . .4"': A ~~ j ~ I . 6' HEAVY NORMAL DUTY ASPHAL T 1.5" 2" TYPE S-1 ASPHALTIC CONCRETE SURFACE COURSE BASE 6" 8" L1MEROCK LBR-100 COMPACTED TO 98% OF AASHTO T-180 NORMAL COMPACTED SUB-GRADE LBR 20 HEAVY DUTY COMPACTED SUB-GRADE LBR 20 COMPACTED TO 98% AASHTO T-180 HANDICAPPED RAMP ::~~I~I'~." ,. ...~ "~'I~ 4.. .~I " ..........,'~.,~ 4 " . .~:.,. :.. . '4..'., EROSION CONTROL DETAIL SUB-GRADE 12" 12" SECTION AA TYPICAL PAVEMENT SECTION FOR ON SITE USE HC-RAMP1.DWG 02/27/95 NTS PAVE-4.DWG 10/14/94 NTS NORMAL 40'-0" WITH 4' WIDE SIDEWALK MAXIMUM 50'-0" WITH 5' OR WIDER SIDEWALK ... .. ~.. . ... ... . . . ~ . .. .... ~.. '4 ~ . . "...4. .,,: 'l(' .. "4 ..'~ '. .. ..... ~ :' . 4 ~ . 4... ,6 .. ..' . . ~ ... ' .. . .' 4 . . . ~. . SWALE .. . " .. .. #." . ... . . , ~.. .; . ..'~ ~ . ... .... .. . ...."... .~ .. . . .. '. .. .: . . 4 4". .... .4 . .... ":... ... ... .. . .. 4 .'. ....". ... .. ~ EXPANSION JOINT . . SIDEWALK . .~. .... ~STRUCK JOINT .. .... . .. . LJ 6' MAX LANDSCAPE STRIP 6' 12' PAINT WHEEL STOP HIGH VISIBILITY YELLOW ~ I , . ~.:\ 12' ~I '41 '. . .... ..... .. '. I~. 1/2" EXPANSION JOINT FULL DEPlH \ I- V:'~.. I 4. · . . 4'. . ... . . . . .r:. . --- . ..... . " .,. '.. > '..... .... . A. . "4::. ~. 4,' ..... .... : '". ,. .... / BROOM FINISH ~ 1/4" /' ~1Il D/W : .. ,. .' .' ~.: ',:, ...1.': " . .... . ~ . ~ ...~ '.. .. ... . ... ..' . ... . .... .... :;. .....: ;,4, . .'. . , . .' '.. ~.:: . . . '4 1 r -. . .' .. ....,..... ." ~.. ..' .4. '. 4 '. .. :..~ . "4' '.' ~".:. '. ~'. ' ...... ... .... 4, .. . ..;.. 4 ~ . .... .....~ ~.. ~ .... .... .. .~ ,d...... '., . ., " " ".4" .. "4 ..... . 5' . I ",:,\ '. .. .... ~ .... .... V '4 . 1- .. \0 4," '. ..~.. "! . .. ~114 BAR 18" LONG____________ . ... . . .. '" 4 4 ....., ...' ;..... .. ..' 4 .. .,: A . . .... . . .... '4 , . 4' ., ., .4 , . . . . I . ~. 4 , :. ." :'f '. : '. '. EXPANSION JOINT STRUCK JOINT NOTES: 1. SIDEWALK EXPANSION JOINTS TO BE AT ALL TIES TO CONCRETE OTHER THAN DRIVEWAYS. MAXIMUM SPACING SHALL BE 60'. 2. EXPANSION JOINT MATERIAL SHALL BE ASPHALT FIBER IMPREGNATED PREFORMED JOINT FILLER, TO FILL DEPTH OF CONCRETE. /,"PAVEMENT SURFACE ~~ TYPICAL SIDEWALK PRECAST CONCRETE WHEEL STOP n nn nn I7nfl_ tHr EI' -ttt- ffll't I mil, -Art HI- .-;++t-- ,~I - I fl-!..- 11- I,; l-iilt- 1+-1~ ~ -r Hl- J'fo+ II" I' 1/ I'" II 1/ uU uU uU uU BALES BUTTED TIGHTLY TOGETHER 18"x18" & 18"x12" COMBINATION SIGNS BLUE BACKGROUND - WHITE SYMBOL WHITE BORDER 18"x18" LOGO SIGNS WHITE BACKGROUND - BLACK LETTERS BLACK BORDER 18"x12" LEGEND SIGNS 2 SIGN COMBINATION PLAIN BAKED ENAMEL 2 SIGN COMBINATION REFLECTIVE SHEETING ELEVA TION STRA WBALE SILT BARRIER ERO-CON.DWG 6/09/94 NTS HANDICAP SIGN HCSIGN,DWG 06/02/94 NTS 2' I- HIe SIGN 'lS- ""'IE ~ 2' STREET PAVEMENT 10' ~ '. .: \ / \ r. I ~ S- BLUE \ WHEEL STOP . . . 4 ~ .. ACCE SWAY .. 4. * t ~ L TRIANGLE OF REQUIRED ~ CROSS V1SIBLlTY 1/6- BLUE 6- BLUE \. AREA OF REQUIRED CROSS V1SIBUTY - WHITE 60. .~~ "./ ~ o / liE' :~~:f.~~~r/..c.; , ,,\.,.,.<,..,./13 . .... .... ..t:.l I ~3'1 t'L I 10' ~ ACCESSWAY ,JEXIT) 10' . .. EDGE OF PA MENT' . VIii TE ~ fA " i ) r- \ I , If) B I..:.:,: ".>.: )..>.....:\ :'\." :.;'. I · J. 12' 5' Z <t ....J 0... W t- ...... (I) W W (I) ~ I HANDICAP PARKING PAVEMENT MARKING SIDEWALK,DWG 06/02/94 NTS WHL-STOP,DWG 09/01/94 NTS SIGHT DISTANCE FOR LANDSCAPING TO PUBLIC RIGHTS OF WAY HC-PARK1.DWG 09/18/95 NTS CROS-VIS.DWG o r ~ CD 0 o 0::: o () W 0::: o Z o Z t- 0 0... t- o::: () () ::::) (f) 0::: W t- o (I) Z o () o ....J <( W Z t- I.J... <( o 0 Ol(X)r--tOl!'l~t')N~ 0 Z o::w>-C/)-ozC/) 0 o Z I" 0 t- I- ffi Z N or- t- -'-'.....J O~ <{ u... <( N I 0::: ,,)..:u...zO N (J) W Z CD a::: ~ ~ =ii: 0 or- 0... W ~<..')'.. I .. I 0 ;;i <(.-:(3(l)(3N~~ u a:: a:: a::1'-<( (/) 0 eL eLOo a::z 0 ~ r o 0 ...- lX.- ii5 0 (f) <0 0::: O(f) C) ",:;t 0 . <( !:!:!~('o.J ~ CX)ala:: 0 Z Q..a:: 0 ... OJ ~w Z ~ 8~. _"I...w~ Z ....J wz~~ ~~t~ ~~~~ ~ al~ Q.. owik:< '" ~ w wN u... bo:~ . t5~~~ 0 Z~ffi8 ~ ii5O::(3~ ~ I- ~ 0 ~t' !:!:! (f) ~ ~ ;:) ~5(5N , Q.. ~(30 < (f)~~~,' I ~w5u.. 0::: Z c> ;:)a::<o 0 :5~~ik: ~ 0< ~ I.J... Q..O....~ W -~ < 0 !:!:!<oQ.. ~ ~al U W w!:~ > ~::::) ~oou F (I) ~ ~ e:(i1) -- b ffi (I) Z U z: o - l- e( a:: o D- a:: o o I- Z w :E D- O ..... w > w c :E ~ a:: CI) CI) ~ ~ ~ ~ .~ .~ ~ ~llJ llJ'ii .~ c: ~ q) ~ E:: ~ ~ .~ :s; ~ <<:: q)llJ <<:: i CI) ~t ~ CI):(: ~ <J ~.q; .~ ~~ ~~ <J :;::CI) .~ ~ (j~ ..... GEOTEXTILE CRITERIA GRAB TENSILE STRENGTH 90 LBS TRAPEZOIDAL TEAR 35 LBS MULLEN BURST 180 PSI SEE FOOT INDEX NO 199 ~ THIS SIGN TYP '" @ EACH HANDICAP '" PARKING SPACE '~I 'V V' V' V' 'V "'"~ SEE WALGREENS DETAILS F~R ~ SPECIA: ~O~ST ~EQUIREMENTS N to to to I ot')~ ~(X)~ to Q) ~ "'" ~t')~E (/)or--o -0 '--" 0 ""i:: .. . -OoXO> o_oc OLLLLQ) a::LO~ ~000 Q) .0 l!'l ' -L.0l~ L. 0 I ~ c3IOl~ oE~ 0- t')o"", NeLr-- N r-- '--" Q) I- ~~ ~ .~ to..' ... :-oJ.2 ~ 0 ~ ~ I~~~ ~ QI ~ i c:: '4:, 5 o C <C o oc: oc: We( ::J:C 0- ...Ja:: wO I:a~ Lt) ... offi Lt) I- ....e( @~ CI)~ 2"'" wO W a: CJ ...J <C 3= S H E E T N o I- W W :E: (/) ....I - e( I- W C 6 ::r:: ---- CJ ::E: to ---- o --..J ru o ru ru ---- o --..J ru I o ru ru CJ [Tl -1 Q ~ to -1 :::y c )> D -:J ...... LD ...... o .!:>. SJ? (Jl ru ru o = >->- OJ o cr ::s:: o Q 0--' ....,. ::J 17 16 15 14 13 12 11 17 16 15 14 13 12 11 1 ~ B~ :. . "~ 20~00' 21' · 12' EAST BOUND LANE .. _ ',,"n J _.. .. 17 uj ....,.,. . ... z C5 a. :I: .~.;1 .. u..J....... ":z l::J I~ ,0::: ...:ut. .0 :0 ~ 0::: a. 4) c ....d ......,.. ..... . _ '0". 0- Q)~ .g'e u. . w ~. ] PROPOSED 5' : CONC. SIDEWALK . 2X SLOPE MAl<. 15 16 1 - .OOS.8:r: . .. .... ~ 0.. ! SAW CUT E[)GE OF TRAVEL H: . ... . ......~ Jo/,~t ... r:-~~ ~ %~Vf:,.c2t\'~lE m------ie~:-~:~} nnm__~mmm- . ~-.l~ ..u__~_~__~ . .: I .. ... ~~Vf:~~~ ~~~~Al~~~U~~ i . H ~!e-t~:;'ent ~ - - - - - I u . I.. ..... .. · 14 13 12 " -... , I.. .... . I EXISTING ~ rWA TER M_A1N 11 PROPOSED DR'OP CURB PER FOOT IND'EX 300 SECTION 'A-A' 1--10' HORZ. 1-- 2' VERT. - .---- , 10' ~ ] LANDSCAPE ~ AREA ~ dO ... . . ~ _ ~ 011 ' --::: · EROSION h- \J: I' r~ONTROL - }\~ l7. FENCE. . ~------~-~tz-.-\ ~ ... ... i.. exist, grade~: I ' - - - - -- l 0 L . 17 16 ~ 15 - ~ - -- - --" _.. - 14 13 ---f. =. .. tt~~:;'ent u 12 11 SECTION 'C-C' 1-.10' HORZ. 1-. 2' VERT. 5'-0" 3'-10 3/8" -I ,. a I ~ . .' ... .- ~ 4:S..." . . .. . ...... :. "4 . ""4 ,'.- '. . ~. A J \J " . 1-' . . . .' . . 4 . <4 . . ..' . e . ... B .---J . .. . . ^ \J \J ^ \J .~ . . . . . '" t <0 I n VARIES I: tt') t tt') ..' . '4, t ..... ..... I N " . .. \J ^ \J .4., ... ".. ~ ". . ..' ...: ~ . / . =---= 6- ~ #4 REBAR 6 PLAN STEEL GRATE H-20 LOADING W/3"x3"x5\16" FRAME -- . ,., t <0 '- 10 tt') L-pROPOSED PAVEMENT (SEE DETAIL) FRAME ~'_.'. ~ .. . , . .... . ,6", :4', ... = .",,_Jff . "',' NOTE: HAUCH FOOTING DIMENSIONS TYPICAL FOR PERIMETER SHOWN IN PLAN VIEW. . <I . . ,". t 10 '!' .. fJ . '. . . . 4' -0" .~-: 2'-6" 6ft "6"' . .' - .. ., . 10" '. . .' r #4 @ 12" CTRS' . . ~ ... ....; .. r #4 @ 8" CTRS . . .i;,t..... .~.. .,~. ~.. .... .' JI' ." ., .. :. ~.. '.. <0 f.... - - .... .. . ....~....... . .. . . . ~ .. . .. . . ..4. . .. - ~ . -' . '. . ..4 :. SECTION A-A SECTION B-B N NOTES: FOR ADDITIONAL DETAILS SEE FOOT INDEX NO 201 & 233, SIDE STEEL IS GRADE 40 #4 BARS @ 12" CTRS WITH 2" COVER. BOTTOM STEEL IS GRADE 40 #4 BARS WITH 2" COVER (SEE A-A & B-B). MAXIMUM DEPTH FOR THIS STRUCTURE IS 13'. ALL EXPOSED CORNERS AND EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4". CONCRETE SHALL MEET THE REQUIREMENTS OF ASTM C-478, -~ TIE INTO CURB FDOT INLET TYPE -F- 17 16 15 14 13 12 11 C~ ;. . " u fv .. 11': "C ,,7,,, t;"::..~~ '~Q'.? \~~ '00 ":l' . ~ , . ~- J;/ ex;ol, . ~ \~ VJI/ grade 17 2' TOP 16 ~~ ~~. 15 ~-- 14 13 12 , n cC> \",' 11 ~ 1-1,0' ~SHW m FIN. FLR. EL: 17.00 flJft 3" ._ . m.SLOPE... ~. -- . ....~C \'U' : 5.<,lt , Sl.a 'P~ ,.. ~. \., ! exist, _ _ _ _ _ _ _ _ _ __ _ _ _ _ __ ___ grade] , ~----- ----~--------- ~5" RCP~ INV. EL: ~3.08' 6" 6" 2' VARIES 2' 6- It co BOTTOM - OF POND ~ 3- 18- 3 ~.~~ ~-- . , :~.~ 6"xS" WI 4x Wl4 WWF \ . ~"t ~,., N 6:- - - \:4 R~~t~R-=lJ;: 16- 6' SECTION BB BOTTOM OF HAUNCH FOOTING OF POND ~ TOE OF POND I I I II' B I . j UNE OF HAUNCHJ-----~.~l.: .. FOOTING I I r-----------.J i I I I PLAN VIEW FDOT-F.DWG 6/09/94 NTS CONCRETE FLUME DETAIL .. .. .1' ..m. ..... .,- EROSION. Y~~~.O~ 0 . PROPOSED 5' , CONC. SIDEWALK. . 2X SLOPE MAX. .. N' fl. 12' EAST BOllJND LANE 17 6~ ~REcnON I (ivp) I or FLOlL - r r r r T /" rlllET \klD AT EACH SlOE or GRATE A T EVE~Y OTHER CORRUGA nON ON _1- _ L ~ 1. ~ -' ~ ~K_ THE T~G[~T, -r:......_-- --- ~ GRA 1'[ M:L[)ING DETAIL , .. 16 _ _ .~ ___ _ u SAW CUT EI>GE OF TRAVEL LANE & REMOVE CONCRETE TYPE 'E' CU~B & GUTTER ; 15 14 PROVIDE FI~ISHED GRA TE rGRADE OPE~I~G ~ " -.-.-l-3/~. _Sl~ ~II -/ _Sl~ _III-r:.~~.~nl:~' :]-11I- ------I.. .. -- 1.....1......... ..~.." ..1 3000 pg---- ....... ~ CONCR[.T,E .. .." I\.).' ..--- E~CASE"'E~T E+" .~ \ J. .... . L*: : .., /'.. ;.. .. ~ ...:.... .. - ......:.. ~ ~. 0' ffi PROPOSED TYPE ~ I'F' CURB PER : ~ . FOOT INDEX 3Dp . a. : .;~ , ro' . m "il 'Y ,,'?> . ,,":J' i------13 ..'~ ~ . .. .'["~ '----:-0 - ~ - Exist. Pavement 12 , . , REMOVE EXISTING L- DROP CURB i AS REQUIRED. ...-- CON TECH SLOTTED DRAIN OR APPROVED EOUIVAlE~T 16 GAGE ~iN GAl. V~IZED STEEL OR AlUMINIZED STEEL TYPE 2 11 1--10' HORZ. 1". 2' VERT. . 30,"CROSS' ACCESS EASEMENT' I I I' '.. \~ )gw I~~ I SlOTTED DRAIN NOTES; ~A TERlAL THE CORRUGATED STEEL SlOTTED DRAINS SHALL BE ~~UF' ACTU~D FROM HELICAlLY CORRUGATED STEEL PIPE WITH A CONTI~UOUS WELDED SEM,4 PER AASHTO M-36. AT THE E~D OF THE PIp[ THERE SHAll BE TWO At.4NULAR CORRUGA nONS TO AllOW THE CORRUGA TED B~O TO MESH FULLY WITH THE PIPE. THE GRATE ASSE~Bt.. Y SHALL BE ~ADE OF' STRUCTURAl STEEL SUITABLY WELDED TO THE PIPE "'0 GAlV~IZED AFTER ASSEij81 y. THE Silt or THE CORRUGATED STEEL SLOTTED PIp[ SHALL BE AS SHO-' ON THE Pl~S. ~O SHAlL BE CONSTRUCTED IN 20 FOOT SECTIONS WITH SHOP WELDED ELBOWS IF REQUIRED. THE UPGRADE E~O OF' THE SLOTTED DRAIN PIPE SHAlL BE PlUGGED WITH A CAP BEFORE BACKFILLING IS BEGUN, DURING BACKFILLING >>40 PA'II"'G OPERATIONS TfiE CONTRACTOR SHAll COVER THE SlOT TO PREVE~T l~rlL YRA TION or ~ATERlAl INTO THE PIPE. CARE SHAlL BE EXEROSED TO PREV[~T O~AGE TO PIPE BY CONSTRUCTION EQUI~E~T PRIOR TO C()uPlEn~G THE BACKFILL OPERA TlONS. All ~ATERIAl FOR THE SLOTTED DRAINS SHAlL BE RATED FOR H-20 LOADING WHE~ CONSTRUCTED IN ACCORD~CE TO THIS DETAIL, ~'( PIp[ INSTALLED WITH THE GRATE DIRECTED AGAINST THE FlOW WilL BE RE"'OVED JJ.4o CORRECTED AT THE CONTRACTORS EXPE~SE. 17 24' ! ACCESS ROAD · 16 2% SLQpE .. . . ~ !~': ~~~~~L , FENCE. . ...~ ........... w 'fQ;: \\~ 13 15 14 ] - - u. - -t- .. . PROPOSED RETAINING I WALL 12 --- --- 11 SLOTTED DRAIN !L-"~ .~ "IS 1"=10' HORZ. 1". 2' VERT. .-- PC OR PT OF RADIUS RETURN .. 1', I '-- 1 ------ I EDGE OF I THRU-LANE~ ~I I /-------' --- SAW CUT FULL DEPTH OF EXISTING ASPHALT~ 1,1 l' , PIPE PIPE PIPE PIPE ~/ Oc.;,~ ~a &- ~v ~q;. r?~ \.i O~ G o X ABC E F G N 2:1 15' 2'-7" 1.82' 2.18' 4.10' 2.oe' 5' 1.22' 4.83' 7.21' 8.78' 12.37' 1.18' 18" 2'-10" 1.87' 2.74' 4.71' 2.58' 8' 1.41' 4.82' 7.711' 10.58' 13.42' 1.21' 24" 3'~" 2.oe' 3.811' 11.81' 3.58' 7' 1.73' 11.110' 8.82.' 12.33' 15.75' 1.211' 30" 4'-.3" 2.15' 4.85' 7.10' 4.58' 8' 2.00' 8.08' 10.3'3' 14.58' 18.83' 1.28' /ftSEE GEN NOTES ~Qo~ FOOT INDEX ~~/~S -N&&72 '-- PC OR PT OF RADIUS RETURN DEEPEN AROUND OUTSID 4 C EDGE OF PIPE FOR 5 1/2" 'ci. ur-, ___............... ...., "'- I DITCH OR 5-1/2- SLAB y.) --.:....---.:..... ~ ~:----.... . POND BOTI70M [1 "-CONCRETE '-...0 ~ ~ ~ _ I=l ~ PIPE? / ~ ~ ..... . , r / CONNECTOR.... M4 BAR s: ~ ~ t':o ~~~- __;;: I } ~. 5' SOD THANO"'-V NEW SURFACE E NO PIPE JOINT PERMll 1:..1J , UNLESS APPROVED BY THE ENGINEER F , -.-- -- -- ...~.. .--- ,...--- . ....... · CI nIX'. ....1 MIlER: TO t PIPE FOR PIPES ,n_ T -~ 18 AND SMALLER PRICE FOR MITERED END SECTION ) 2: 1 FOR PIPES 24" AND SECTION LARGER. I / 3 t~= ~~~~D~ts : ~- (If) ~~~.' I I IY ~_.... ~ ," 1~ I 310 1!t--- ~- -- --------- .~..- l::) j!: ~ -------- ,..-------...- 00 ", .. ~ ''4-- 0;: m ~ I=l (1.-1 ~ < ________ ~------~~-- I "'1 ~ ()--~ ---- ~:---~~.~";. ,f-~::soo I CONCRETE SLAB 5-1/2"THICK I I REINFORCED WITH WWF 6x6 Wl4xWl4 NEW BASE EDGE OF EXIST PAVEMENT SAW CUT~L-. ~ -=-~~~> I APPLY PRIME OR TACK MA TERIALS AS NECESSARY CONNECTION DEl AIL AT EXISTING ASPHAL T PAVEMENTS TOP VIEW - SINGLE PIPE MITERED END SECTION APRON.DWG 061/03/94 NTS WESL1,D'M: 10/17/84 NTS Cl >- 3: lD 0 o 0::: o U W 0::: o z o Z I- 0 0.. I- 0::: U U :::> (/) 0::: W I- o (/) z o U o ....J <( W Z I- I.J.. <( o 0 OJ 00 r-- (() L() ..r t") N ~ ci z D:W>-(I)-OZ(I) Cl Z Q I- Io::Z 0 I- f-w_ N O~ .A' lL.. ~ --.J N I 0::: ..:"'-:>':lL..ZO N W ......CD-<(O..O 0> 0.. Z a:::~~"lI:: ..- W ?C)." I .. I 0 -l 3: JmJNW~ t3 ~r=~ ~r::::~ Vl 0 a. 0.("10 o:::Z 0 ~ >- o Q ...- IX <0 0::: Vl ~ ....Vl <( OVl ~ ..,. 0 . !!,!~ ('oJ como::: 0 Z 0.0::: (J)~W Z ~ Ow <::> '...WW Z- ()o.~ · ~. . ~~C>O ....J WZ~- ~ w ~Zl= W m~ _~..,. . 0 -< 0::: ..- a. WWO:::N 0.. ~_~ -zot::lit: 01):: 0 c>WZO 0 ~~~g ~.~ Uiffi~j; <I-ZO ~1Iii~ Vll;iw=> ~5CN a. ~C < :I:Z~ . ...JWOI.&.. 0::: Vl~W:I:.....~ :I: z0:::50 0 Zo; C>........ I-=> < ~ <~O- 0::: <( ~ ~05~,~W Q)- < 0 !!,!<a.. ~ ~m () W IX !: ~ 8 > Li::::> woo 1= (/) j;~e:~ ~ ~ (/) ...: s.)Qi ~ ~ ~ ~ ~ : ~'t) ~~~ ~ ~ lij ~ ~ C(I ~ () z: o - ~ cC CC o a.. CC o (.) ~ z: w ~ a.. o ..... w > W Q ~ ~ CC ~ ~ ~ ~ ~ ~ .~ ,~ ~ ~Llj Llj1i .~ c: ~ ~ ~ e: " ~ .~ ::so ~ c:: ~Llj c:: i ~ s .... Q; (,) ~ ;0.. ~.c: ~ ~ ~oq: .~ ~~ Llj~ (,) =';:: ~ .~ 't:) (j ~ -...I ~ ~ ~ ~ :-'III-III~ I=III=IIF TT-m~111 ., -', - IIIIIII~I~ TIIIIII~~~III~jli~;- i~o SECTION AA s"xS" WI 4x Wl4 WWF ~ ~TOP ~:I C~ Bii~ I I ~ ~ I I I I I I iv I I ~V: I · . ...... I SECTION 'B-B' . .~.. 0::: W o ~w o:::Z o.::J ,1.6' I .C. 0010 ~ 'I~ .. .~'~~i SL.OTTED .. . . "- . DRAIN ~ : REMOVE EXISTING -__________ ~~~f\;:~,.~~R~EgUl~~~~ I ,,'\ "". i" 1'1(-- ',,'" _ - - L I-- = = ~ - - - - -l _ _ ---- ---" -,.- - - - -' ~ . ..... ~RemOVe EXiSt.. r SECTION 'D- D' Pavement < c <C o cc: cc: Wcc ::J:Q (.)- ...JCC wO mii it) .. offi it) ~ ....cc @~ CI)~ z..... W(.) W cc: <.::J ...J <C 3= S H E E T N o N (() (() (() I Ot")-.t ~oo~ (() CI> ..r .......... 3t")~E VlOr--O " '-" 0 ....c .. . "OXOl 0- 0 C oI..L..I..L..CI> o::.....o~ ~oOo CI> ..0 L() . _....O>~ 301 ~ ()Io>~ oE~ 0- t")O.......... No...r-- N r-- '-" Q) I- ~ W w :a:: en ..J - cc ~ W Q 7 :r ....-- D .:E co ....-- C) --.j ru C) ru ru ....-- C) --.j ru , C) ru ru D rn --i Cl ~ co --i :::r c J> D J ......... LD ......... C) CJl A ......... OJ ru C) = ......... OJ o CT 3:: o Cl ....... ...... :::J I\~I -- - Dl:'nlllDl:'n TH RAWlNGS BELOW REFLECT WALGREEN'S MINIMUM REQUIREENTS FOR CIVIL ENGI RING DESIGN. EACH CIVIL ENGINEER, HOWEVER, IS RESPONSIBLE FOR PROVl G ADDITlONAL WORK AS IT IS REQUIRED FOR EACH SPECIFIC PROJECT. COORDI TE SITE EQUIPMENT LOCATIONS WITH WALGREENS TO AVOID INTERFERENCE WITH WA~ EENS OPERATING REQUIREMENTS. SHEET C1.1 ~IW DI ,U.l-/I .1- .?n' ,_\. PLAN 1- :30' UIN. 1) DIMENSIONAL: A) PROPERTY LINES, SE CKS, AND EASEMENTS. B) CURBS, WALKS, CANOPI , BUILDINGS WITH FLOOR ELEVATIONS, TRU TURNING RADII AROUND BUILDING. C) PARKING STALLS, DRIVE, AN DRIVEWAYS. D) MEDIANS IN PERIMETER STREE , TRAFFIC CONTROL SIGNS, AND OTHER R. . W. IMPROVEMENTS. E) LOCTlON AND ORIENTATION OF SI SIGNAGE WITH DETAIL REFERENCE. F) PAVEMENT MARKINGS. G) DRIVE - THRU PHARMACY, RECEIVING PL JfORM, ETC. H) VISIBLE UTILITIES (TRANSFORMERS, METER ETC.). I) LEGAL DESCRIPTION OF PROPERTY. 2) DEVELOPMENT INFORMATION. A) GOVERNING ZONING AUTHORITY. B) BUILDING CLASSIFICATION BY USE AND CONSTRUCTION TYPE. C) APPLICABLE BUILDING CODE AND GOVERNING OFFICIAL D) SCEDULE OF REQUIREMENTS FOR PARKING, OPEN AREAS, LOADING AND LANDSCAPING. E) GOVERNING AUTHORITlES AS THEY PERTAIN T PROJECT. 3) LANDSCAPE PLAN. A) SUMMARY Of ORDINANCE REQUIREMEN B) LANDSCAPING AREAS. C) IRRIGATION LAY-OUT PLAN AND DET LS. D) PLANTING SCHEDULE AND DETAILS. PLANTING LOCATION SHALL NOT I FERE WITH RETAIL IDENTIFICATION SIGHT L1N CRITERIA NOTES: 1) GRADES SHALL NOT EXCEED 5" (1: 20) NOR BE LESS THAN 1 1/2"- THIS SHALL APPLY TO ALL OFF -PROPERTY CROSS EASEMENTS AND DRIVE APRON TRANSITlONS WITH ADJACENT ROADWAYS. 2) EXTERIOR CONCRETE IN FREEZER/THAW CLIMATES SHALL HAVE AIR ENTRAINMENT. SEE SPECIFICATION FOR RECOMMENDATIONS. 3) EXTERIOR CONCRETE SHALL RECEIVE BROOM FINISH FOR SLIP RESISTANCE. 4) DETENTION OF STORM WATER ON PARKING LOT SURFACE IS NOT ALLOWED. REQUIRED STORM WATER DETENTION VOLUME TO BE OFF THE PARKING SURFACE, IN ADJACENT LANDSCAPED AREA, OR UNDERGROUND. DOWNSPOUTS TO BE PIPED TO STORM SEWER. 5) 6- MAXIMUM CURB HEIGHT AT PEDESTRIAN WALK. 6) ALL RETAINING WALLS SHALL BE POURED CONCRETE. -KEYSTONE- WALL SYSTEM WITH PROPERLY ENGINEERIED SITE-SPECIFIC CALCULATIONS SUBMITTED TO WALGREENS WILL BE CONSIDERED FOR APPROVAL. TIMBER TIES ARE NOT ACCEPTABLE. 7) PROVIDE SAFE BARRIER TO PEDESTRIANS AND VEHICLES AT ALL GRADE CHANGES, INCLUDING,RETAINING WALLS, RETENTION PONDS, SWALES, CULVERTS, ETC. 8) ALL BOLLARDS AND CONCRETE BASES FOR SITE LIGHTING SHALL BE SMOOTH AND FREE OF VOIDS AND LUMPS. BOLLARDS ARE TO BE PAINTED YELLOW; SITE LIGHTING BASE TO BE PAliN TED YELLOW WHEN POLES ARE LOCATED IN THE PAVE~ENT AREA. CROWN TOP OF BASE TO SHED WATER 9) PROVIDE TERMITE SOIL TREATMENT IN AREAS SUCEPTABLE TO PESTS. 10) ALL PAVEMENT TO BE NEW. 11) GRANITE OR CONTINUOUS PRE-CAST CONCRETE CURBS (BACK-POURED WITH CONCRETE AND DOWELED TOGETHER) ARE ACCEPTABLE ALTERNATIVES IN SPECIFIC GEOGRAPHIC AREAS. SEE WALGREENS PROJECT ARCHITECT FOR APPROVAL SURFACE APPILlED, SURFACE APPLIED EXTRUDED CONCRETE CURBS, AND BITUMINOUS CURBS ARE NOT ACCEPTABLE. 12) WHEEL STOPS ARE UNACCEPTABLE EXCEPT WHEN PARKING IS AGAINST THE BUILDING. 13) ALL SELECT COMPACT FILL TO BE COMPACTED 95" (OPTIMUM) MODIFIED PROCTOR. 14) BOLLARDS, GUARDRAILS, HANDRAILS, RETAINING WALLS, TRAFFIC CONTROL SIGNS, CURBING AND PAVE~ENT STRIPING ARE EXPECTED TO BE INTEGRATED INTO THE SITE DEVELOPMENT, AS REQUIRED, FOR SAFE ACCESSIBILITY WITHIN THE SITE. TRAFFIC CONTROL SIGNS TO BE ON METAL STANDARDS SET IN CONCRETE BASES. (SEE DETAIL THIS SHEET). RETENTION POND LOCATIONS ARE PREFERED IN BACK OF BUILDING. ORNAMENTAL FENCING IS DESIRED WHEN RETENTION PONDS ARE REQUIRED IN FRONT OF BUILDING. IN EITHER CASE, PROVIDE SECURED BARRIER. 15) ON-SITE DEVELOPMENT AND AREAS ADJACENT TO PROPERTY SUCH AS SIDEWALKS, PARKWAYS, STREET CURBS, AND DRIVE APRONS ARE EXPECTED TO BE NEW CONSTRUCTION OIR REPAIRED TO -AS NEW" CONDITlON ACCEPTABLE TO AND WALGREENS. PARKWAYS ARE TO BE LANDSCAPED AND IRRIGATED. ALL SIDEWALKS TO BE CONCRETE UNLESS OTHERWISE APPROVED BY A WALGREENS PROJECT ARCHITECT. 16) WHERE ASPHALT MEETS ADJACENT PROPERTY, TERMINATE WITH CONCRETE CURB. 2) STRUCTURES AND LAY T. 3) FLOOD ZONE DATA AS APPLICABLE). 4) CONNECTIONS T ROOf DRAINS AND MUNICIPAL SYSTEMS 5) RIM AND IN T LOCATIONS. 6) PIPE TYPE , SIZES, AND PITCH. 7) SITE S R AND STORM PROFILES, IF REQUIRED. ~HFF1.? PIAN SH~ C3.1 U IJl T AND - PI AN ) LIST OF COMPANIES ADDRESSES, PHONE NUMBERS, AND CONTACTS. 2) TlLlTY LAYOUT, CONNECTION POINTS, AND APPLICABLE D AILS. ~HFFT CIVIL inN~ AND n~TAII ~ SHEET C1.2 AJ .T.A ~'-II~~V ANn I ~~AI IIUN SHEET C2.1 DRAINAGE PLAN 1) DETENTION/RETENTION. A) LIMITS. B) PARAMETERS. / 6 ~ a ..~ ji..J :I;..J 1-0 I III . ~ ~ o _l- I ~- . I=l~ ..,. (.) 1-\oJ ell') ~~ .. I- MZ \oJ ~ 2;; v KEYED NOTES f1\ TRAFFIC \.!....I DIRECTIONAL SIGN. f2\ 2'X 2' STEEL TUBE 'CI EXTENDED INTO CONCRETE FILLED 4' PIPE. o 12'1Il CONCRETE FoUNDA TIoN 6' BELo'J FROST LINE (3 FT. MINIMUM BELo'J FIN. GRADE>. o FINISHED GRADE. ., 4.. 4' 4 r<D- . 4 I~ ? ~~- ~ "-- ->~~ J 1~4 4~r -'f: I 4 A 4-'-, ~ I T,-,-I I I~I ~ 6 ~I~.~ I~ 4 II 4 44 3 . lD I N ~ 4 '- 11 } .. '. -J." .1 . 'r e>: n- -II - 11= 4 ~ II~ =11 ~II I ml I '8- TRAFFIC DIRECTIONAL SIGN 12 ~/~~!~'~o~ PIPE . II II 3/4' = 1'-0' (FREEST ANDING) 0.33' 0.5' 0.39' 0.78' I"'" ~ '" / 1/ ~. I"- lD ci ./ x V it) ", ci v-0 ~~ If .r , 3 I<I~ ! ~'~ \Yj~! I~ Y ~ ~ ~ ~1 NOTES I k k 1. PAINT COLOR TO BE 'YELLo'J' FOR ARRo'J AND LETTERS. 'DRIVE-THRU' LETTERS TO BE ELONGATED HELEVETICA MEDIUM - 4' 'JIDE STROKES. 2. PAINT 2' BLACK OUTLINE AROUND ARRo'J AND LETTERS FOR PROJECTS 'JITH CONCRETE PARKING LOTS. ~~IW~ u[H]~(UJ 4 5 KEYED NOTES f1\ 6'1Il STANDARD STL. \.!....I PIPE CONCRETE FILLED AT ALL LOCATIONS INCLUDING UTILITIES, TRASH ENCLOSURE, AND SPRINKLER RISERS (EXCEPTIoNI 4'1Il STL. PIPE AT DRIVE - THRU oNL Y). PROVIDE 1/4' ~ELDED CLOSURE PLATE A T BOTTOM. PAINT EXPOSED PIPE YELLo'J. SECURITY BoLLARDS AT ENTRY TO RECEIVE GRAY POLYETHYLENE COVER (FROM WEAl. SHIELD - 313-842- 7290). (j) TOP OF PAVEMENT. f3\ 24'1Il CONCRETE FOUNDATION ~USE SoNoTUBE FORM. o 3/B'1Il 'JELDED HOOPS. 18'1Il TOP, BOTTOM, AND CENTER. o SOLID UNDISTURBED SOIL. f6\ PROVIDE PITCH, SMOOTH \::...I CONCRETE FINISH. BUMPER GUARD . HEIGHT PER ADA OR LOCAL REQUIREMENTS 1 (01--- ~ I-- o i= - ~'-~ ----0 KEYED NOTES f1\ PRE -F ABRICA TED \.!....I 'JELDED CAP 'J 1 STAINLESS STEEL SCRE'JS. f2\ STANDARD HANDICAP 'CI SIGN (BOTH SIDES). f3\ 3' X 12' STEEL TUBE - ~ PAINT ENAMEL 'JHITE (FILL 'J 1 CoNC.). o V AN ACCESS SIGN 'JHER REQUIRED. o FINISHED GRADE. - -0 1r0 . . o I in ^ V/\ V / I .II' V ~!J! 0- ..J...J WI- COli') o ':-,~ ;....- 6 - ^ V/\ V I III ~ - I. l' .1 0.67' 0.17' 0.17' ACCESSIBLE PARKING o ;/~~~ ,,~~D PDST<FREESTANDING) KEYED NOTES o SIGNS MOUNTED TO BUILDING 'J ALL DR COLUMN IS THE PREFERED DETAIL 'JHERE ALLo'JED. FOR FREESTANDING SIGN, SEE DETAIL ABOVE. (]) CoLUMN/'JALL ~ STAND-OFF BRACKET ('JHEN Do'JNSPoUT IS PRESENT) AT TOP AND BOTTOM OF SIGN. DO NOT ANCHOR SIGN TO Do'JNSPoUT. o Do'JNSPoUT o SIGN ~ ~ ~ LJ~ 0~ KEYED NOTES (2) INTEGRALLY COLORED RED CONCRETE, (AS REQUIRED>, RAMP. MAX. SLOPE - 1112 (B%). (j) INTERGRALLY COLORED RED SIDE FLARES. MAX. SLoPE- 1110 <10%). o BUILDING LINE. o AT RAMPS OPPOSITE OUT -S'JING DOORS. MINIMUM DISTANCE TO 'JALL IS 5'-0' SLOPE 1150 (2%). LEVEL IS PREFERED. 'JHERE RAMP DISTANCE FROM 'JALL IS LESS THAN 5'-0', SIDE FLARES SHALL HAVE A MAX. SLOPE OF 1112. k~:E~ eJ..AN ELEV A TION ~ IN-LINE 101 (AT DO'w'NSPOUTS) RAMP-PLAN NOTES. RAMPS TO COMPLY 'JITH ALL ADA CODES. BITUMINOUS ASPHALT RAMPS ARE NOT ACCEPTABLE. RAMPS ARE TO BE OF ~ NON-SLIP FINISH. SLOPED SURFACES TO HAVE INTEGRAL COLOR RED. ENTRANCE RAMP FOR ACCESSIBLE AND CARTS 1/8' = 1'-0' <TD'WARDS ALL PARKING) 9 BUILDING AND COLUMN MOUNTED HANDICAPPED PARKING SIGN 3/4' = 1'-0' 10 PA VEMENT PAINTING 1/4' = 1'-0' REFER TO LOCAL ORDINANCE. (PREFERED DETAIL) 8 SECURITY FENCING: REQUIRED ONLY IN HIGH SECURITY STORES (SEE D-1), CONTACT WALGREENS REAL ESTATE MANAGER TO VERIFY SCOPE OF SPECIFIC PROJECT. TUBULAR STEEL, BAKED ENAMEL FENCING WITH ALUMINUM GATES (ALUMINUM FENCING MAY BE ACCEPTED IF APPROVED BY WALGREENS). FENCE TO BE A (2) RAIL, STRUCTURAL STEEL, COMMERCIAL USE SYSTEM WITH CONCRETE SET POSTS, 4'-0- HIGH. MATERIALS TO BE 1- SQUARE STEEL PICKETS, 1 1/2- STEEL TOP AND BOTTOM RAILS, 2- SQUARE STEEL FENCE POSTS, AND 4- SQUARE STEEL CORNER POSTS. PICKETS TO BE 4- O.C. AND POST SPACING AS PER FENCE MANUFACTURER. FINAL FINISH TO BE BLACK. FIELD VERIFY ALL DIMENSIONS. NEW GATES TO BE BI-PARTlNG -ANCHOR CANTILEVER SLIDING GATES- MANUFACTURED BY ANCHOR FENCE CO., 6500 EASTERN AVE., BALTIMORE, MD., 21224, 1410-633-6500 OR EQUAL. GATES TO HAVE SINGLE ENCLOSED TOP TRACK AND DOUBLE POST-MOUNTED TRUCKS WITH SEALED ROLLER BEARINGS. ALSO, PROVIDE GUIDES ON THE BOTTOM OF THE GATEPOSTS TO KEEP THE GATE FROM SWINGING. GATE CANTILEVER LENGTH, GATEPOST SIZE, TRUSS ROD LOCATION, AND TRUCK LOCATIONS TO BE DETERMINED BY GATE MANUFACTURER FOR EACH PAIR OF SLIDING GATES. EACH GATE TO MATCH TUBULAR STEEL FENCE PATTERN AND FINISH. GATES TO BE MANUALLY OPERATED. PROVIDE A HASP FOR EACH PAIR OF GATES FOR PADLOCKS. FIELD VERIFY ALL GATE DIMENSIONS BEFORE FABRICAllON. LOCABLE PEDESTRIAN GATES TO BE PROVIDED AS REQUIRED IN ADDITION TO DRIVEWAY GATES. BOLTS AND SCREWS TO BE TAMPER PROOF. KEYED NOTES 5' GAT~' 1.44' 2 !!.( [xxx[x \ ,-,\./ 0 .~ ~ 8 0 'r4~{jlJIC . 7~",psf~ ~ :> .%'66 .- ~ N-0- nr (2)6'-3' GAT~" CJI"'-~ ~~ /0 a I~ 0-, I ;.... it) ", N - 3 PLAN AT DUMPSTER ENCLOSURE 1/8' = 1'-0' (TYPICALLY REMOTE 'w'HEN COMPACTOR IS NOT POSSIBLE) 11 ~ - -....- ~= - _L r-- ~ ci KEYED NOTES f1\ TRUCK ASSEMBLY. NUTS \.!....I MUST BE LOCKED TIGHT. (j) U- BoL TS. ~ TRUCK BRACKET. o POST. o GATE FRAME MEMBER. f6\ Lo'JER GUIDE ROLLER \::...J ASSEMBLY. en CIO ci ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ l- it) ci . ,- 10 .- -- ci 2 FENCE DET AIL 1/2' = 1'-0' 4 7/16-(TYP.) ~~ ~L ~ z'8 :iO . 0 o '-Ik: 1<':.. CoI~ ~ . Co ~Ol ci 0 '-- -- G~l';-8~~ e_:.IDN '- '- ~ 0-i 0.67' .---r0 of),'l- ~~ 2 r-0 - KEYED NOTES f1\ LINE OF FACE OF \.!....I CURB (CURB GRADE SHo'JN ON PLAN). o PAVEMENT GRADE 'CI SHo'JN ON PLAN. o PAVEMENT. o PREPARED SUB-GRADE, 0N/A Z :i a CIO .- <I f6\ LINE FOR BACK OF \::...J CURB. t:!DlE! ALL CURBS TO HAVE 314' EXPANSION JOINTS A T MAXIMUM 100 FEET 'JITH Do'JELS AND CONTROL JOINTS AT MAX. 20 FEET. CUR B:ALLD\JED 'w'HJ:'RJ:' qnRM 'w'ATER DOES NOT DRAIN AGAINST FACE OF CURB), 1-IIJ-lJ II :111==111111= -111--1 ~ -=11 14 VERTICAL 1 1/2' = 1'-0' z :i 2' 0.67' 1.33' "i /~v' ~ ~. q:: V .(l '.. ;.... lD ci t:-0 <J . lD .- Ll <J Ll Ll <I ~ ..' ~mlllmlllmlllml Im111n#I , , ,-, "- ,., .1" , , , "--0 7 COMBINED CURB ~ GUTTER 1 1/2' = 1'-0' KEYED NOTES @N/A o PREPARED SUB-GRADE, o PAVEMENT. t:!DlE! ALL CURBS TO HAVE 314' EXPANSION JOINTS AT MAXIMUM 100 FEET 'JITH Do'JELS AND CONTROL JOINTS AT MAX. 20 FEET. ~ .__I,liiP<. : .....:.:', :,'..:...:..":<:,::.:..,,'.,...,>..::~.":::7i.....~:.::~..-....,....: '<'..';<'..::~:', ,:~:>. 5 .,....... , .. '" I .... ...-...... . " ., R! 1I'IIIII'I,ill'll Jl'llill, ~mlll'llllll (TRUCK TRAFFIC) (CAR TRAFFIC) 5 ~~~:~'~o~T SECTID KEYED NOTES f1\ 1 1/2' 'JEARING SU ACE OVER \.!....I TACK COAT. f2\ 2' BINDER C SE OVER PRIME 'CI COAT. f3\ 4' (MI CLEAN, GRADED AND ~ CoMP. TED STONE (NO SLAG). o 'oJ. U~G~~~I~Efo S~JDI~~~gE 95 PROCTOR MIN. COMPACTION). f5\ B' CLEAN, GRADED 8. COMPACTED ~ STONE BASE (NO SLAG). TAIL ~ THIS VEMENT SECTION DETAIL REFLEC MINIMUM REQUIREMENTS. ENGINEER DETERMINE DESIGN BASED ON GE TECHNICAL DATA OF SPECIFIC PRoJE r0~ \ EQUAL LENGTH VARIES - SEE SITE PLAN EQUAL O.33'~ ~ <]LJ .1\ , Ll\ ....,L} . \ . ~ .. .' <;,ILl Ll. <ILl 7 ~ ~ I IlmTllml"mT1'1Tr'IIII" 111"'111" III T1IY ,}i it "ill" ,1I1, ,W, III III III III .11 L I ~II = 6 ~/~~!~'~o~ PERIMETER SIDE\,A/ ALK . KEYED NOTES @ N/A f4\ COMPRESSIBLE FILLER. f5\ 1/4' TOOLED JOINT \2.1 CUT BACK AND ~ (j) 4' COMPACTED PROVIDE SEALANT, 06' X 6' #10 'J.'J.F. AGGREGRATE BASE TYPICAL, AT ALL o PAVEMENT. JOINTS 'JITH FILLER. "WaLgkPLI._ 'L FACILITIES PLANNING AND DESIGN 200 WILMOT ROAD DEERFIELD, IL 847-940-2500 60015-4616 NOTE: THIS DRAWING IS THE PROPERTY OF THE WALGREEN COMPANY. IT IS MEANT FOR REFERENCE ONLY. ANY OTHER USE OR REPRODUCTION IN PART OR IN TOTAL IS PROHIBITED WITHOUT AUTHORIZATION FROM THE WALGREEN COMPANY. PROJECT TYPE TURNKEY PROJECT: WALGREENS' DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SHOW ONLY WALGREENS' CRITERIA AND REQUIREMENTS. ALL ARCHITECTURAL. STRUCTURAL. MECHANICAL, AND ELECTRICAL ENGINEERING SHALL FOLLOW THIS CRITERIA. AND BE PROVIDED BY LANDLORD'S ARCHITECT AND ENGINEERS. ALL CONSTRUCTION WORK BY LANDLORDS' CONTRACTOR UNLESS NOTED OTHERWISE. NO. DESCRIPTION CONSl DATE BY REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF XXXXXXX AS SIGNIFIED BY MY HAND AND SEAL. FISCAL 2001 CRITERIA PROJECT NAME WALGREENS STORE CRITERIA DRAWINGS 105'-0" X 138'-0" DRAWING TITLE CIVIL ENGINEERING REQUIREMENTS CADD PLOT: cOO-0101.dwg VOID PLOT: SCALE: AS NOTED DRAWING NO. DRAWN BY: J.M. co.o RELEASED TO CONSTRUCTION DATE: JAN 2001 REVIEWED BY: ROYCE DWGS. 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'l:) (j ~ ..... 1) ACCESSI TY PAVEMENT MARKINGS AND SIGNAGE DETAIL. 2) PAVEMENT, URB, AND SITE IMPROVEMENT DETAILS. 3) TRAFFIC SIGN N-SITE. 4) RETAINING WALLS LOCATION, HEIGHT, DETAILS. :o.t11'1' :0. C5_1. ~Fl.1 ADDITIONAL CIVIL ENGINE ING SHEETS MAY BE USED AS DEEMED NECESSARY SUCH S DEMOLITION, TRAFFIC CONTRO OFF-SITE IMPROVEMENTS. ~ CEDAR FENCE SUPPORTED \2.; BY 6' DIA. CONCRETE FILLED STEEL BoLLARDS. o CARDBOARD BALES. o 6' DIA. STEEL BOLLARD. 6' DIA. GATE POSTS. 2' DIA. LINE POSTS. f4\ CONCRETE PLATFORM TO BE \2.1 LEVEL 'JITH ASPHALT DRIVE. o EACH GATE TO HAVE CANE BOL TS 'JITH PADLOCKING HASPS. ~ EDGE OF PREFINISHED ~ ALUMINUM RAIN COVER OVER FENCE FROM 2X6 HEADER AT 7'-0' ABOVE SLAB. RAIN COVER TO SLOPE A'JAY FROM DUMPSTER. (j) lx6 DOG-EARED CEDAR PICKETTS, o (3)2x CEDAR RAILS, EVENL Y SPACED VERTICALLY. B CUBIC 6 CUBIC 4 . CUBIC YARD YARD ,... 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I \ 9 I ....\267 \ 2 I \ 1 I 5 I 1 1\221 3 j.... ------------------~---~---~---~---~---~---~---~---~---~---~-- __ __ 1-- __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ ~ ~ z o z ~ 0 a.. ~ a::: () () ::::> en 0:: w ~ Cl en z o () lov\ \1/ /SP\ \3/ 1" = 20' I SCALE: ~ ~ =r c 1> D "') ....... lD ~ o ....... f\.) o CD A CD f\.) o o ....... .....J <( w Z ~ l..L.. .;( o 0 - 1- moo,.....tOtO'<tt"')N~ d z ~ o :z -< LANDSCAPE CALCULATIONS D::W>-Vl-OZVl C> Z ~ o ~ffiz N O~ N lL..~.....J NO"~ >-=lL..zO -r- w II ma::~~~~ ~ a.. ~ :: ~ C) -:i . -:i r--- .. 1'0 0 <-r-<t--= 0(Il 00 I=! 0 U 0:: 0:: 0:: < Ul 0 n.. n.. 0 o~ 0) 0) UJ U It) >- 10 00 ~ co 0:: .... 10 00 - .;( .-- .... O:I: . ...- mu 0 Z ~ 0 ~~ z ~ Z z:J <<::> .~UJ"o w ~ (J a. z F a::: :J 8~o:~ a.. cr= ~ ~~~o: ~ ~ liiZ~~ 0 >= oo~z:> < OOoUJ~< e ~ a!!! ~ ~:J" < Cl UJ <UJ (J W ~ >~ G: ::::> <~< F en (J 0 ~ en z~ ~ Af'I r.N1'R ROAD BUFFm . 302.0' 302.0- 35 BUFFER TREES PRO\1DED . 8.62 TREES . 8 TREES . 218.74' NU~Y ROAD BUFF'F'R 21114' BUFFER TREES PRO\1DED . 6.28 TREES . 6.5 TREES 3~ 00 000 UJ- -~ a.~ OUJ (Ja.c3 UJZ~ ~~<5 o-z ziffio >-I-UJo <:>z~ ~OC; Ul:I:ZI- ZFUJ:I: <~oQ ~o5~ w<a. UJG:"",O OO-..c;(J UJoO j!:~e:~ ~ST BUFFm 233.64' 35 BUFFER TREES PRO\1DED . 233.64' . 6.67 TREES . 7 TREES SOUlH BlJFI'l:R . 228.28' ~2lt' BUFfER TREES PRO\1DED . 6.55 TREES . 7 TREES . 3ll.380 SQ. FT. . 3.83ll SQ. FT INllRlOR GREEN \l94IClJI AR U~ ARF A 3ll.380 II- FT. (1~ 1 Q c i'i ;::.0; >-;;= CCi W~ 00:: CC :::)1 Z PLANT LIST I t '.' ~'? :~;:, BOTANICAl./~ tWI: l.AGERS1R(IMlA ItIlICA/~APE IIYRllE QURCUS \1RGlNIANA/LJ\{ OAK SABAl PALMETTO/SABAL. PALM HIBISCUS ROSA-SlNENSUS ILEX WIII~A 'SCHILlINGS' ft>WARF YAUPa. HOCL Y RAPH<lEPIS INOICA/JNDlAN HAWTH<RN samt.ERA ARB<eCOLAft>WARF SCHEFFlERA RHAPlS EXCELSAjl.ADY PAUl WlJRNUU SUSPENSUMjSANOANKWA \1BURNU1I URI<PE '&RGREEN QANf /LJRI<PE 5T. AIlr.l.IC\1I4F'''ij:j' (RATA)( ~~ SIZE 3 lRUNK IIIN. ~ HT. X S SPO. OK. PINK 4" CAL 12' HT. X 5' SPO. 10',12',14' C. T. HT. STAG(DI) BOOTS RENO'll) 3 GAL 24" HT. X 24" SPO. RED 3 GAL 1t X It 3 GAL 1t X 1t 3 GAL 24" X 24" 7 GAL 4' HT. X 3. SPO. 3 GAL 24" X 24" 1 GAL FUll S'1W. U QV SP HR IVS Rl SA RE VS LEG SOO QTY. 19 24 21 14 71 21 21 2 250 ;: z o - ~ cc 0: o D- o: o o ~ z w == c.. o ....J W > W Q :E . ~ . 0: N to to to I ot"')'<t ~oo~ to 4l '<t ........ 3t"')~E UlOi'O -0........ U -o'L x cr. o ~ 0 C OLLLL4l o::.:o~ ~OOO 4l .0 to . -"-m~ "- 0 I ~ 8:I:m~ oE~ 0- t"')O........ No...,..... N ,..... ........ II ~i G)~ J~ Ii ~I TREE REMOVAL CHART ~ DBH QTY. INOiES 11 2 22 12 1 12 13 1 13 16 3 48 19 1 19 20 1 20 22 2 44 23 1 23 24 2 48 30 1 30 33 1 33 40 2 80 TOTAL. 39t Q) I- ~ I (1 J . ~ i ~ ~ c:: I a :/sp\ 37 I~ 392/2 X S 84.00 = S 16.464 D<*ATED TO lREI BANK FUND * cc c <C o cc: cc: Wcc :J:Q (.)- .....0: wO a:aii Lt) ... offi Lt) ~ ....CC @~ (J)~ Z....I wO W cc: o ..... <C 3= z cc ....J D- W c.. cc o en Q :z cc ....J r "" 48 HOURS BEFORE DIGGING "CALL SUNSHINE" 1-800-432-4770 S H E E T N o L1 ~ \.. 3" MULCH GROUND COVER PLANT SOIL PLANTING MIXTURE BACKFILL LOOSEN ROOTS IF THEY HA VE BECOME ROOTBOUND IN CONTAINER 3" MULCH 3" EARTH SAUCER " .. '. FINISHED GRADE GROUNDCOVER PLANTING DETAIL o 20 TYPICAL SHRUB PLANTING DETAIL 18" 3" MULCH OVER PLANTING AREA BACKFILL 3" MULCH FINISH GRADE FINISHED GRADE BACKFILL /20 0 NOTE: USE DETAIL ON ALL SHRUB BEDS NEXT TO GRASSED AREAS. NOTE; STAKE TREES ONLY AS NEEDED NOTE: PLANT TREE SLIGHTLY ABOVE ORIGINAL GRADE TO ALLOW FOR SETTLEMENT. WA TER TREE IMMEDIA TEL Y AFTER PLANTING. LAWN/PLANTING AREA EDGING DETAIL TREE PIT DETAIL DRIP UNE 2 .3 DRIP UNE SPECIFlCA nONS - WOOD BARRIER 1. MINIMUM RADIUS TO BE PROTECTED: A. HARDWOODS - 2/3 OF DRIP LINE OR 6', WHICHEVER IS GREATER. B. PINES - DRIP LINE OR 6' WHICHEVER IS GREATER. 2. MINIMUM 3' IN HEIGHT. 3. METHOD OF ERECTION (SEE DIAGRAM): FOUR CORNER UPRIGHTS OF NO LESS THAN 2" X 4" LUMBER WITH HORIZONTAL MEMBERS OF NO LESS THAN 2" X 2" LUMBER, 4. BARRIERS TO BE ERECTED AROUND REMAINING TREES BEFORE CONSTRUCTION OR NEARBY TREES ARE REMOVED. 5. BARRIERS TO REMAIN IN PLACE UNTIL ALL PAVING, CONSTRUCTION AND HEAVY EQUIPMENT IS OUT OF AREA. FULL DRIP UNE FOR PINES 2/.3 OF nlE DRIP UNE FOR HARDWOODS HARDWOODS DRIP UNE NOTE TO CONTRACTOR: TREE BARRICADES & EROSION CONTROL MEASURES REQUIRED TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. ENCROACHMENT INTO OR FAILURE TO MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS AND/OR PERMIT REVOCATION. ROOTS LARGER THAN 1" IN DIAMETER WILL BE CUT CLEANLY AND COVERED OVER WITH SOIL. 2-X 4- MINIMUM I MINIMUM I ~'-5-~ 2X2 MINIMUM DRIP UNE PINES TREE BARRICADE DETAIL 2-PL Y REINFORCED RUBBER HOSE JUTE OR OTHER BIODEGRADABLE TWINE PROTECTIVE SLEVE FOR TREES IN GRASSED AREAS 3" MULCH 6"MIN SAUCER FINISHED GRADE 2"x 2" WOOD STAKE 3" EARTH BERM REMOVE BURI,.AP FROM TOP 1/2 OF ROOTBALL BACKFILL 2 PLY REINFORCED RUBBER GARDEN HOSE JUTE OR OTHER BIODEGRADABLE TWINE FLAGGING TAPE 2"x2"x24" WOODEN STAKE OR METAL DEADM~ ANCHOR BURIED DRIVEN INTO G OUND TREE STAKING DETAIL NOTE; STAKE TREES ONLY AS NEEDED " >- :;: CD 0 o 0::: o () w 0::: o z o Z I- 0 a.. F 0::: () () ::> (f) 0::: W I- o (f) z o () o --.J <( W Z I- LL <( o 0 enCX)r--tOtO~I")N~ 0 Z a:W>-Vl-OZVl " z Z I- eJ --.J N ..- I- 00 N 0 ~ <(..000:;::<(0 0 10::: >-.....::~~ I 0) W Z rou:::?; ~N ..- a.. ~ ~ 'CD.f'... I 0 <( <( 6060~~ ~ ~ [CD[ ~ 01- Ol Ol wU l"') >- ~ I/) (/) ~ 10 0::: o I/)(/)- <( ...- ....OI . "-' 1XI U 0 Z N 0 ~a::: Z ~ Q zW<( Z --.J -.... . ~wc>O W "'''6 U n. Z ~ 0::: :J o~~<( g: <( ~(/)w~ a.. ~ ci Q~~o 0 (/)<(C3j; >= (/)...JZ:::> <( (/)ow<( ~ ~~~~ 0::: w :::>~<( e ~ o~ ~ a::::JC> <( 0 w <(w U W j; > a::: iL: ::> <( I- <( ~ (f) Uo a::: (f) Z~ ~ a:::Z 00 (j; O(/) w- -~ n.a::: Ow un.cJ wz~ ~~<S o-z zo::~ ~w"" >-l-w8 <(:::>~N ~0C> (/)IZI- ZFWI <(~oQ ~05~ w<(Q.. lXg~8 wOO j;~E@ z o - ~ <C ac: o a.. ac: o o ~ z w :E a.. o ...J ~ w Q :E ~ ac: 10 II W'ii E" d ... j: i IO! .() J: wi -() -10 ~'a OC as .... N to to to I Ol")~ ~CX)~ to Q) ~ ---... 31")~E (/)or--o '0 '-" u -0'': x ci> o ~ 0 c o I.J... I.J... Q) a::....o~ ~oOo Q) .Q to . - ... en ~ ... 0 I ~ 8IOl~ oE~ 0- 1")0---... No...r-- N r-- '-" Qj I- o 20 MULTI TRUNK TREE PLANTING DETAIL c c( 0 cc: cc: Wcc :E:Q en 0- ...J .....ac: - wO cc a:.ii ~ w Q I.t) ... offi w a.. I.t) ~ cc .....CC 0 @~ en Q (1)~ Z cc Z...J ...J wO W cc: c.:J ..... c( 3: s H E L2 E T N 0 ::r:: ---- CJ :::E <D ./' o --J r\) o r\) r\) ---- I--' (f) CJ rTl ---4 D. ::;: co :::E CD D. J> TI J .....,.. CD .....,.. 01 h r\) lJl h r\) o o .....,.. ---4 C) ::z: -< I . I I ~ PART 1.0 GENERAL 1.1 DESCRIPTION OF WORK Awarded bidder shall provide and install trees, shrubs and sod in accordance with the landscape plan and specifications. 1.2 DEFINITIONS A. "Final Acceptance" shall mean that point in time when all requirements of project drawings are completed, including any punch-list items, to the satisfaction of the customer. The awarded bidder shall be notified of final acceptance by the customer or their representative. B. "Maintenance Period" or "Warranty Period" shall begin when plant material IS installed and continue for a twelve (12) month period after notification of Final Acceptance. C. "Final Maintenance Inspection" shall occur at the end of the twelve (12) month maintenance period. D. "Nursery-grown" shall mean grown in the nursery from liners or collected and then grown in a nursery not less than 2 years. E. "Healthy, vigorous condition" shall mean live foliage out to the tips of all branches and stems, and a trunk caliper that is bigger, 12 months after planting, than at planting. Healthy, vigorous palms have new fronds developing with no necrosis or chlorosis and are green In color. Shrubs shall have live foliage out to the tips of all branches. 1.3 QUALITY ASSURANCE A. The installation shall be by a single firm specializing in landscape horticulture. All landscape material shall be provided by the awarded bidder, as specified on the plans. B. Plant names indicated shall comply with "Standardized Plant Names" as adopted by the latest edition of the American Joint committee of Horticultural Nomenclature, Names of varieties not listed there shall conform generally with name accepted by the nursery trade. Stock provided shall be true to its botanical name and legibly tagged. C. Awarded bidder shall provide photographs of plant material prior to installation. D. Plant selection shall comply with sizing and grading standards of the latest edition of Florida Grades and Standards for Nursery Plants. All plant material shall be "Florida Fancy" or "Florida #1 ". E. Substitutions shall not be accepted and will constitute an unresponsive bid. F. Trees, Shrubs and Groundcovers: Provide trees, shrubs and groundcovers of quantity, size, genus, species and variety shown and scheduled for landscape work and complying with recommendations and requirements of the government. Provide healthy, vigorous stock, grown In a recognized nursery in accordance with good horticultural practice and free of disease, insects, eggs, larvae and defects such as knots, sun-scald, injuries, abrasions, or disfigurement. G. The customer or their representative shall inspect for quality assurance and approve plant material at either the nursery or project location, prior to installation. H. Local government reserves the right to reject any and all plant material. 1.4 SUBMITTALS A. Awarded bidder must submit certificates of inspection, analyses for soil amendments, and labels for herbicides, insecticides and fertilizer materials. PART 2.0 SHIPPING & HANDLING 2.1 TRANSPORT A TION A. Tree root balls shall be irrigated just prior to shipping. Trees shall be secured in the truck so as not to roll. Do not allow closed trucks to remain standing in the sun in hot weather unless they are air-conditioned. B&B trees shall have their root balls shrink-wrapped prior to transporting them from the nursery. Trees and shrubs shall be shipped to the site in enclosed vans or covered with woven shade tarp. B. Deliver sod within 24 hours of being harvested. Do not deliver more sod than can be laid within a 24 hour period. 2.2 UNLOADING AND HANDLING Trees will be rejected if they are dropped to the ground suddenly. Container grown and boxed trees shall be lifted with a forklift under the container or carried by hand by the lip of the container. Trees may be lifted by wire loops inside the container. Trees may not be lifted by the trunk. Balled and burlapped trees shall be handled by the root ball in a manner that does not deform the shap,e of the root ball. Trees shall not be handled by the tmnk. 2.3 HOLDING TREES AND SHRUBS AT THE PLANTI NG SITE Irrigate trees and shrubs as soon as they arrive at the planting site. After plant material is unloaded from the truck, it shall be stood and stored in the erect position and irrigated twice daily with 5 gallons per inch trunk diameter or 1 gallon for every 3 gallons of container until planted. Shrink wrapped B&B trees and plants in plastic containers shall be stored In the shade. PART 3.0 MATERIALS 3.1 PLANT MATERIALS TREES A. Nursery stock shall meet the minimum dimensions for height, spread, caliper and root ball as described on the landscape plan. On large maturing and medium maturing shade trees, the tip of the dominant leader shall be the tallest part of the tree. Trees with leaders topped or headed within the last year shall be rejected. B. Caliper measurement shall be taken six (6) inches above grade if four (4) inches or less. Trees greater than four (4) inches in caliper shall be measured at twelve (12) inches above grade. C. Field-grown trees and palms shall be nursery-grown and hardened off (pre-dug) for a minimum of six (6) weeks prior to delivery to job site. Container grown trees sh all be nursery-grown. D. Trees must be healthy, vigorous and full with good local branch distribution. Trees with bark included wiithin major branch unions will not be accepted. E. Root balls of field-grown trees must be intact and protected from desiccation with black plastic wrap. Container trees must have the container on the root ball or the root ball must be appropriately protected from desiccation. Trees with root balls that have bound or girdled roots shall be rejected. Trees with synthetic burlap will not be accepted. F. The tip of the first major root originating from the trunk must be within one inch of the tip of the root ball. If the first root is deeper than this, the tree will be rejected. G. Container trees should have few, if any, roots on the outside surface of the media. H. Trees must have green, live foliage. Shocked plants B. Awarded bidder must submit the following material samples: (Le. those with dead or dying leaves) will be rejected. 1. Mulch 2. Topsoil 3. Pre-emergent herbicide 4. Fertilizer 5. Photographs of typical plant material 1.5 JOB CONDITIONS A. The customer or their representative will provide "Notice to Proceed" to the awarded bidder. B. Awarded bidder is responsible for protecting utilities, paving, and other facilities from damage during landscape installation. Awarded bidder must notify "Call Sunshine" (800-638-4097) 48 hours prior to beginning work. C. Awarded bidder must protect plant material from desiccation during transport and installation period. In most instances, this means daily irrigation. D. Awarded bidder must familiarize themselves with existing project conditions, e.g., utilities, soil strata, drainage, and sightlines, prior to installation. Conflicts should be addressed with the customer or their representative. :::::> :::::> :'l "Y) ....... E. Work along city, county, or state right-of-way must comply with the appropriate regulating authority's guidelines for "Traffic Controls for Construction and Maintenance Operations". Awarded bidder shall be responsible to file and obtain any and all required agency permits. F. Awarded bidder must provide tree protection within the scope of work. Refer to local government tree ordinance for specific requirements. ..--. :'l .:0 ..--. :0 ....... C- D. <! "0 U) 3: 0'> 3: "0 :J) .LJ ::l Z :J) -1 ---- :-u :'l :::::> :'l --- :::::> ---- 0'> 3: c:::J ---- :I: SHRUBS A. Provide shrubs at the minimum height and spread listed on the landscape plan. All shrubs must be healthy and vigorous with good branch distribution. B. Container grown shrubs shall have no circling roots and few, if any roots on the outside surface of the media. C. Shrubs must have green, live foliage. Shocked plants (i.e. those with dead or dying leaves) will be rejected. GROUND COVER A. Provide plants established and well rooted In containers to the minimum height and spread listed on the landscape plan. SOD A. Provided strongly rooted sod, not less than 2 years old, free of weeds and undesirable native grasses having been cut to a mowing height of one (1) inch or less prior to lifting from the field, and machine cut to pad thickness of 3/4 inch, excluding top growth and thatch. Provide sod only capable of vigorous growth and development when planted (viable, not dormant). It shall be nursery grown and planted in locations as delineated on the landscape plans. B. Provide sod of uniform pad sizes with maximum 5% deviation in either length or width. Broken pads or pads with uneven ends will not be accepted. Sod pads incapable of supporting their own weight when suspended vertically with a firm grasp on upper 10% of pad will be rejected. 3.2 ACCESSORY MATERIALS A. Refer to the drawings and other parts of specifications for accessories specifically used on this project. B. Backfill soil shall match textural condition of existing soil. No soil amendments are necessary. Soil in sidewalk cut outs, parking lot islands, and other small spaces to be replaced with native topsoil to improve conditions. All construction debris, rocks, sticks, limerock, shell, ect. Are to be removed from the entire planting area. C. Fertilizer shall be complete with approximately the following ratio: 3N-1 P-3k (+Mg for palms only) D. Mulch shall be derived from an exotic invader tree species, e.g. Melaleuca, and shall be clean and free from weeds and other debris. Alternative products, e.g., Eucalyptus or pine bark or straw may be considered. Bald Cypress mulch will not be accepted. E. Pre-emergent herbicide: apply granular Chipco "Ron star" or approved equal at label rate. F. Trees shall be secured using three-quarter (3/4) inch elastic guys (3). G. Palms shall be braced as shown. No nails, screws or other securing devices may be driven into the trunk. PART 4.0 EXECUTION 4.1 GENERAL A. Awarded bidder shall provide and install all trees, palms, shrubs and groundcovers in the quantities and dimensions indicated on the landscape plan. B. Commencement of work: Work under this awarded bid shall be completed in an orderly, business-like fashion. Once work has begun, it shall continue on consecutive working days until it has been completed. Sundays, Saturdays, holidays and stoppages due to inclement weather delays or caused by the customer shall be excluded. 4.2 INSTALLATION TREES, PALMS AND SHRUBS A. All landscape material is to be planted in accordance to the landscape plan and attendant exhibits. Good horticultural practices must be observed. B. Trees and palms are to be planted out of the right-of-way (ROW) at a minimum of four (4) feet from back of curb at locations identified on the landscape plan. All shrubs are to be a minimum of two and one half (2.5) feet from back of curb as shown on landscape plan. Awarded bidder shall stake and/or paint planting locations in the field. Upon approval by the customer, these areas shall be sprayed with an approved herbicide and maintained weed-free for the duration of the project. C. Excavate planting holes with vertical sides. Do not disturb soil at bottom of planting holes. Make excavations twice as wide as the root ball diameter and slightly less (two inches) than the distance between the top-most root in the root ball and the bottom of the root ball. Alternatively, excavate the hole slightly wider than the root ball and place the root ball in the hole so the top-most root is even with or slightly (two inches) higher than the surrounding landscape grade. Then, loosen the surrounding soil out to a diameter equal to twice the diameter of the root ball. Finally, push the loosened soil toward the root ball to fill the hole. If water fills the bottom of the planting hole, add soil to the bottom of the hole until the water is covered. Pack the added soil firmly. Place the root ball on this packed, solid soil, not in water. No part of the root ball shall be placed In water. If necessary, bring In soil similar to site soil to cover the sides of the root ball, creating a raised mound. The base of the mound (i.e. the outer diameter created) shall be at least six times the diameter of the root ball. When planting on a slope, the top-most main root in the root ball shall be even with the grade on the uphill side of the tree. Site soil will need to be added on the downhill side to cover the sides of the root ball and to construct the soil berm to hold water. The amount of soil added on the downhill side will depend on the slope and size of the root ball. D. Remove all wood, plastic, or gro-bags from the root ball. Set plants in center of holes with the top-most root in the root ball at the same height or slightly higher (2 inches) than finished landscape grades and plumb trees so the trunk is vertical. Backfill field soil around sides of root mass and work each layer to settle and eliminate voids and air pockets. Material must be watered in as planted. Provide approximately 5 gallons of water per inch of trunk caliper or 1 gallon per 3 gallons of container to the root ball once all backfill is filled in around the root ball. E. Provide a 2-3" high soil berm around the edge of tree root balls to from a shallow saucer to collect water. The watering saucer, regardless of hole size, is to be at edge of root ball. Alternatively, cobra edging is to be installed at the edge of the root ball. F. Broadcast over the root ball and back fill soil, at therecommended rate, a broad-spectrum pre-emergent herbicide prior to mulching. G. Apply a controlled-release fertilizer to the soil surface under the mulch at 11b. Nitrogen per 1000 ft2, prior to mulching. No other amendments are necessary. H. On trees up to 4" caliper, apply a three (3) inch layer of mulch to an eight (8) foot diameter circular area around the trunk. On larger caliper trees, apply a two (2) foot diameter mulch area for each inch of trunk caliper. No mulch shall be applied to the inner half of the root ball surface. All other planting beds are to have a minimum of 3" of mulch. WALGREENS NOTES QUALITY ASSURANCE A. All work to be performed by a single firm specializing in landscape work. I. Trees and palms are to be secured by awarded bidder. B. All landscape materials sholl be free of defects, disease, insects/larvae/eggs, injuries and disfigurement. C. Erosion Control: At landscaped slopes of 3: 1 (horizontal: vertical) or greater, provide erosion control acceptable to Walgreens. GROUNDCOVER A. Space ground cover plants as indicated on the landscape plan. GUARANTEE A. Warranty lawns after installation and for 30 days following acceptance of site by Walgreens. B. Dig holes large enough to allow for spreading roots and backfill with planting soil. Work soil around roots to eliminate air pockets and leave a slight saucer indentation around plants to hold water. Water thoroughly after planting, taking care not to cover crowns with wet soils. B. Warranty trees and shrubs for one year following acceptance of site by Walgreens. Maintain materials after installation and for 30 days following acceptance of site by Walgreens, C. Replace all unhealthy or dead plant materials found during warranty period. C. Mulch area between ground cover plants, place no less than 3" of mulch. PLANT MATERIALS A. Topsoil: Provide friable natural loam, free from rocks, stones, weeds, brush, clay lumps, roots, twigs, litter and environmental contaminants. GENERAL B. Trees and shrubs as indicated on the landscape plan. A. A representative will inspect all landscape material during installation. Material that is in shock or has been damaged during installation shall be replaced by awarded bidder within five (5) working days from notification. C. Sod: Provide strongly rooted drought resistant sod, not less that 2 years old, free of weeds and undesirable native grasses and machine cut to pad thickness of 3/4" (+1/4"), excluding top growth and thatch. Provide only sod capable of vigorous growth and development when planted (viable, not dormant) B. Remove from work site all excess materials (e.g., soil, debris and equipment) daily through duration of project. Damages resulting from installation shall be repaired by awarded bidder. D. Weed Barrier Fabric: Provide black polwrop~ene sheet 27 mils thick, 4 oz./sq. yd., grab tensile strength per ASTM 0-4632; 90lB (machine direction) 50 Ibs (cross machine direction). Provide DeWitt "Weed Barrier" or approved equal. C. Pruning: If there is a double leader in the top half of the tree, shorten one, by the about one-half, back to a live branch that points away from the tree and is at least one-third the diameter of the cut leader. Remove broken portions of damaged branches back to a live lateral branch. Prune shrubs to retain natural character. E. Mulch: Provide minimum 2" thick layer of shredded bark mulch. Pine straw mulch is prohibited. F. Pre-Emergemts: Provide a mixture with active ingredients consisting of "a-a-a-trifluoro- 2, 6-dinitro-n, n-diprop~-p-toluidine" (1.75% of total mixture) and inactive ingredients (98.25% of total mixture). Manufacturer: "'Green Gold" by Lebanon Chemical Corp. or equal. D. Remove all string or wire wrapped around tree trunks. Remove all straps, rope and string used to lift the root ball. Remove all burlap and wire from the top of the root ball. IRRIGATION SYSTEM A. Manufacturer: Provide products of one of the following: Muellermist Irrigation Co. Rain Bird Sprinkler Mfg. Corp. The TORO Co., Irrigation Div. Weather-Matic Div./Telso Industries 4.3 ACCEPTANCE A. Inspection to determine acceptance of planted areas will be made by the customer representative upon awarded bidder's request. Provide notification a minimum of five (5) working days before requested inspection date. B. Pressure Pipe: comply with the following: 1. 3" and Ilarger, galvanized steel pipe, ASTM A 120, Schedule 40. Planted areas will be accepted provided all requirement, including maintenance, have been satisfied and plant materials are healthy and In vigorous condition. 2. Under 3", seamless copper water tube, ASTM B 8, TWe "K", drawn temper. C. Circuit Pipe (downstream from circuit valves): with PVC plastic pipe, ASTM 0 1785, Schedule 40. B. The customer or their representative will prepare a "punch list" of those items, which must be corrected ~)efore re-inspection for final acceptance. The representative will determine an appropriate time period for corrections. Awarded bidder must request re-inspection ;:wo (2) working days in advance. D. Valves: Manufacturers standard with cast bronze bodies E. Backflow Preventer: Manufacturers standard to suit project conditions. F. Sprinkler Heads: Manufacturers standard, to provide uniform coverage at available water pressure. G. Drip Tubing/Accessories: Manufacturers standard, self cleaning, self flushing pressure compensating components 4.4 MAINTENANCE and polyeth~ene tubing with 12" or 18" dripper spacing. A. Begin maintenance immediately after planting. Maintain all plant material until final acceptance and for a maintenance and warranty period of twelve (12) months after final acceptance. H. Automatic controls: Provide exterior/interior boxes with locking covers. 1. Transformers as required for low voltage system. 2. Circuit Control with switch for manual or automatic control of each circuit. B. Maintenance shall include but is not limited to pruning, cultivation, mowing, weeding, fertilizing, watering, and application of appropriate pesticides necessary to maintain plants in healthy condition. 3. Timing Device: 24 hour, 7 day adjustment with provision for manual or semi-automatic operation. PLANnNG TREES/SHRUB AND GROUND COVER A. Place materiials in properly prepared holes, plumb, staked as required for proper growth. Dish back soil as required to receuve mulch collar. 1.) Reset settled plants to proper grade and position. 2.) Restore soil berm and mulch layer. 3.) Tighten and repair elastic guys or other supports 4.) Correct defective work. 5.) Remove and replace rejected material within one (1) working day from notification. 6.) Maintain mulch surface weed-free. B. Plant ground cover not more than 24" O.c. C. Topsoil: Install 4 inches minimum depth at planting beds and lawn areas, 12 inches C. All palms are to be pruned to remove dead fronds, and fronds with a petiole that droops below horizontal. Dead fronds are those with less than 50% green tissue. Only those fronds with petioles drooping below horizontal (9: 00-3: 00 o'clock) should be removed. All seedpods are also to be removed including those originating among remaining fronds. minimum below trees. In locations with high clay content, apply 9wsum additives to break down the clay. D. Mulch: Install 2 to 3 inches thick. E. Weed contro,l: Apply pre-emergent to mulch in planting areas to prohibit weed growth. F. Weed Barrier Fabric: Apply to planting beds below mulch and to un-mulched areas to receive decorative cover (rock is prohibited). D. The contractor is entirely responsible for the irrigation through final acceptance and twelve- (12) month warranty period. G. Remove and replace improperly pruned or misformed stock. PLANTING SOD A. Do not install if sod is dormant or ground is frozen. E. Upon satisfactory completion of maintenance period as determined by final maintenance inspection, the client or an appointed landscape maintenance company will assume maintenance responsibilities. B. lay sod with tightly fitting joints, no overlaps with staggered strips to offset joints. 1. Anchor sod on slopes to prevent slippage. Do not exceed 3: 1 slope. F. All stakes, supports, and associated hardware shall be removed 12 months after planting. 2. Water thoroughly immediately after planting. Notes on Irrigation IRRIGA TION SYSTEM A. Provide minimum water coverage as follows: 1. Delete daily irrigation when planting in winter. Irrigation frequency can be reduced slightly (e.g. 2-3 times each week instead of every other day) when planting hardened-off, field grown trees that were root-pruned during production. Establishment takes 3 to 4 months per inch trunk caliper. 1. Turf area 95% 2. Other planting areas 85% 2. Irrigation frequency can be reduced slightly (e.g. to one or twice each week) when planting hardened-off, field grown trees that were root-pruned during production. B. Run under pavements and walks. Do not cut pavements or walks. C. Use dielectriic fittings whenever dissimilar metals are joined. D. Testing: Perform operational testing and train store personnel on proper use. E. Place copy of zone mop, in protective jacket, with the main control panel. 3. At each irrigation, apply 2-3 gallons per inch trunk caliper to the root ball. Apply it in a manner so all water soaks into the root ball. Do not water if root ball is wet/saturated on the irrigation day. F. In locations where water has high iron content, use pressure compensating dripper systems at areas adjacent to buildings to prevent rust from staining buildings. 4. Trees take much longer to establish that 3-4 months per inch trunk caliper. 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'~ ~ I ~ I ~~ I...v~. ~ .{b ~ x (ASPHAlT) ,,;. ,'I. X ~ m ~ (EfSl "'~ ~.. ~.\. '" ". x JJ'6 " .{-:''''" ..... "'~ct>,~ '<fr:?+ ",0;.. ~I' ~r ~ "C ~ ~'" oS> " '" ,,~x . $ x "''7,'1- {> ?~' ~~ ~ ~ ~ ~ ~ ~~~ ~. ...'\ ",- x (ASPHAl1) " ~~ " "", 'v "'dJ-v l' ~ x ~ '1 "'..> ~. 0.50' CURS I I l ,,~~ 8 Soo'01'41'E ~~ '!-}11'~~ 500'05'10-E i!,'~ { 0.50' OR! ,~ (ASPHAL1) (ASPHAL 1) ~ ....~ (ASPHAl1) I.tf;:' '" ~ {O. ~t1,~'~ :::':::' "":~ 1 C5o' ~ ~ '1~~ ~~ ~~~.' ,~ ~. ~ ~-:O*' ". .go ~. ~ ON SITE TBM 00 POD lB# 6539 ELEV.- 11.98' N.G.V.D. ~i':\. 0/' "," ~ l\D~~~~1r1r~~ . -+ <S- " ~'~ H't:. ."'~ ~ ,c.' ~ ~ I '<~ ./--- 160,26'RC 160.27'M ~q. ~ .,'1. ~ ~~ <)r<' ~~~~~ l!!!"7':' <t -6> .j)" s'. ~? ~ ~ ~ " tt ~ ,~~ ~.~' q;- \,>-\<:l \. 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'. - _u_~:\.___ ~ ".t. <t ..: 5' S!W " ' ,. ~ . o/~~' 'C> ~ ' " ' , " ,~ " ~ ' .- J'l FR 1/2' # (ASPHAL1) ,," (ASPHAl1) x ~.;. ~ ~' lS'^ ,,'" ~~ UNE -:.: x (ASPHAlT) ~-t.> x I I I I ~..,. I' (..)~ Q::. . ~. 80' '~I ~C'o,j C'o,j x:x ~of> ~ ~ x "'~ x ~~ "" ""~?' 'O1~ I<)\. ~ i~l: Q) Q) co ~. Z I I "'~ (EOP ~~ /' .1.' x:x ~<!> i :~ I ~~ I : FR 1/'1: 13138 {>"" 1~,1 '~ ~'fQ '1 oS> ~. ,..- .~ ~. ""..> "~;t r- ~ "'.~ 5 ~~"" ~ ci ,..~ ,c., ",'Y ~ ~ ,~~~~ ,~' ,oI)~ ~ ;."r..._ f.,. ". ~~ ... ~"'~.... ~,. ....c;, "'~~'~ ,~' .,"'~ <0- ,v- ,.' ~ ., ~~ ~~, x ~r? l( ~,~,I"o!t> .1~ ~ ~' u't:. 16' t:. ..~_.... o/"'.i-)I' ~ ...i' " x "* /~4,""A .' '1'" 20' tJ. ~~ ,01) '0'. ~"',,"? '~ ~ ,'" x I. /(6/ (" '~ "1 (ASPHAl.1) ~~ oI"V",..';::' ~ . , T .A)t (.0'. "....> f ~... .,.. ,~' x .,.. ," x ",. ",,~-t,..... '1'C' 0'. . ",,"-t ,:. . ~;?~[ " ,,,,~ ~t:. ~ty.,}< ~"~~. ~ ~ 1 ~ (ASPHAL 1) ...., r-o'. (0'. "..... "" *';':'" '~ v 0'. "",.., "J)"A '1"" """"0'. ..... 0'.''''''''' "'~~+ "'~ '1 x '" ""ib ~'A '1'" ,>'1. ,'" X ~ ~ o ~ ''(1) <t ~. ~ '" 0'. ""..> "q,~'A '1'" o'.""'~' "..... "V, '.". '1- 1 ) D,YJ" <::,'> "', ~ (ASPHALT) e ~ ""~ ..,..- ""'q, ""-t> '" '*~.~ "'~o,' ...<" ~'~ ,..~~ [E" ""of.>.... 1t/ '~~Q" ,s..> ~'P [CJl ~ ~ ., ... .. . . . I I ~'*~ ~.~. ~ . ~- '. ,'0 . ,'" "r~~4~~' 144.00'RC 144.02'M "" '1> ""'Y ",fr x 0;.. ",. ~t> x '0'1. ~ X ..~ " x ,,,~ x ~ ,'" x "'~ x ,..~ x t:.~ ,..~~~ ~' (ASPHAl1) 144.00'RC 144.02'M ..i'~ ~"~..". ~ ,,' ~ "", ",. :~-~1~-- I : 4O.00'RC; 40.59'WC . I~ (A9>>HAlT) I': ~ II ~~.... i I:II@, ~'~ \. ~ <t.....x I ~ ~:~ .... <f '~I:~.~,. @II 1'1 .~ 1{1.~ .... - . :.... ~ ~;t ~~i~ ;t~~~~.:" ~~ -----"1~~~ ....,... flit 5/(, .~ .r 1WflC sow. - FCP 5~~tsv..'6 '. ~ t ~>>J ry~~"~\ ------, ../ ~ ~Ji70 {(t:\ " (0._ aM) ".:~.; ~ IX I I I I I'~ , ~ I I ~ I ~~ I I ~~ ~ri il~ ~it J ' i I , ., .... ~ ! ~ J' ~ . ~~~1t< '.J I x "~f< :[Ult -. . . " ... ~ .. I '~ ;. '. '. ' '.'_ "...o.t: " : ~ . , 12". ~:i .... '(.rt ~:. ~---- x _:~ ~ ..I-~..,>:/ I~ ~. :-'.:.r'n::: s:.: ~ D) i ..~ ,.... . . ,; . ~ ~ ./ " f x ::-; t 1l't.1L- 7.tl c.-.., ... v:' -<t. )( ~ . : ~.~ / I, 11'I, 0... 7"~" .wi' ... I ~ , . -/ " ~ . 1,' , ^ SOO"Ot'41"[, ~ , Zoo.OO'RC if__;~ ~ ,'J; i I ~ 1/2.(~..,-..-.,-..-..-~1'13'-~.-..-..~..--.. ~~x.. 200,M~._.L.._..1.._~ lIt f~ /' /) t' '3138 (..) 2-40 2ft:. . ~.' ~ --, _u_ --- ~ p:~ ,...c;,.. I ~ " ~ .. + ~ ~ ~ ~ ~ ~ ~ ~~, i'/ ~ ~~~ X "'-;;~~:~""': "'~~~ \..o.5O'CURB ~',~ ~~~~ ~~~~ ,,~....~ ~{I.:s,;~ ~....."",~!I:tt :eft F <~.. I Q ~' I ~ ~ ,">' ,'Iii~~ ,'"i ~ $" '~Y' ~~" fij.lQ. ~~'O-.I't.;.t~ ob ~ ~ (ASPH1L1) ~~. ., ~ (ASPtW.1) SMlTNfY SDO WAtftaL 0'. .~?2 4 ~ ~.~. ~ I ~'i:}~ <t~~+. ~ & ~,..:;~ (' 0.50' aJR8 o/~~~ SOO'01'41-[ o/~t~ o/~~ ~~~ ~~:~ w~~...~ ~ :~m!", ~~ I ~r:DA~k~ 7 i?i u ~ L. ~ ~ SOO'OJ'OfE " ~ .. ~ .. ~ ~~~~C ,'~~~'" I . ...~ ~..:{V ~~~. lUISll(IlllUSW1II) FIl1/2" X,<> IU", ~~:; l~ i x~~ t~~.. 1'::~ ~O.5O' MB ~~~ ~'~'.?4> ~~.t.~ ~'::+ ~,;~.. ~:e.~ ~",t~1~* 't.-tt~ 1 · lMPun~'" (A9'IW.1) ~'" .. ~..'" r.'~.ol> (-~.. I I , : I ~~ l' x , I , .1 ~'\. ~'<S\ ,~' ~. ~ ".. -&.... F1R 1/2' I : ~r! I "~~ I (~ I '..1 : [0 I ~.o! "q I:~~ '~ 0'. ~.- ~~: ~ r! ~ +~ . , I i I ,..II: XI' '.. I IE-:<t I I +"1 ! . I 'i ""(tl ~ ~ t- - .~~ .~~ I~~ I ( I 16'A, .. 2.' X ,,,~ ~.p '.'\ ':",:\ . . ;f' ;'i ,~.\ .:. ." t" '1"", "^l. ," . PINEitAs CO fJNTy,FiORi'D~ ',:.:i I /,J I <t<?/-"'A '1'" . . ,I. . ~ ~.,~~ I x:x x ~. r <t{f. ~ I I "'~ \: ~'" x ",'?- x ..~ " '\'\. '" ,,,,'9 x ..o~" <'.... <:''7 :(~ ~.. . ... . ."~,J;; ;' -;. ". ":'/" -', ,..'Y x ,..~ ,,,'" x ,,,,~ "," x ~ ,'" x ,<.. ~~ "'~~ ~ ,..,'" 'v,~ ,,~ ....,+" < ? ~q, '..v (ASPHAlT) ~~ SECTION 19, TWP. 29 RNG. '1'6 'E' .. '-4 '.. . .., S., , , , " ...., ~ P,O.C. N.'. CORNER CF M SOW. 1/4 rs 11( s.w, 1/4 rs ra:D'9-29-16 OONAlL' (ASPHAlT) ~ ~'~ ~,~ ~ ~ ~~ -o/~ ~ ~;~ C\ o/'$' ~ ~'4>.I>. ~'$~' ~ ,,'" 0/ ~~.(} ~ ~... ~t!- ~ 0/'" ~'T ~ ~~. -v' ~ ~' /,J <t',.... J..> ,..... ~1 'C' .' ',' '". ....., ~.\ " __ _ f">~ ___ I~~____. · ___ ~. ,\~____(A9'IW.1) _..~~ '~'" : .. ~ ", .' -tt-. ~:O(>'RC' 'd~ ,<.# : ',"1fF ..., . . '. . ~~,..~ ~i 190.00'RC 1~~!t.L "," .~!~ ~',: "''''~'-t- 189.98'" .."'.... .....~~y + .;,0 ... A tIj.!;:-c 'f,' ~~(;\, ~ .... t '" .. .f_ .... ~'if7 ~: ". :: . '- ~:~ :.~:.'" ':,' ~ otP ',' -t ' ' <1", x"(10 .;.' '.t. ' ~ otf . i - w (~T) .' ,~ , '. ,'" '" ,,,. ~ X "~ .o! ,I"'ofr 'I "'~ ~t." '''II' ;f.. ,-:} NOO'01' 41-W NOO'OO'59.W (ASPHAl1) '.. "..> x <1~ <1", L" ~ '.;.;;. ~-t;.# ~ ~ ~' .~'tt "'~ ~ (ASPHAl I) ~ II... '" ~#~ .J' x ~ x ~$*" .: A,'O' (<DICRE1E) -tort ~," ~ +~ x (Al'HN..1) +..... ~~T' .' . . ~ . x ~~ {r x -t i' /,j .. x ~~ ;:t ~ to'A, (ASPHAL 1) {;>. x ,If ~ "".:to x ~'rci> x ',..,t ot;.~ ~ (A9'HAl1) 5 ~ d .~~ '- gm ,I".'. -... :~~~.:to ",," x ~ ", ,~r ~~." 0'. ,..,.. ....ft . r- n~.: U~ f> x , "" W ,040' ~..-:"~'. ..~ . ~... ""~ q ~!+ +~ ~~ ~1:.e. -----: . ~c& -l .. -o/"*'~~ ~ ~~ ~ ,-eo ,x oJ' ~ oSI~ ,,,. ~ot- il ~~ ~f> " ~' x 1r'7 <t-s, x ,,~ ""'.I ~~ ~ . ' " (ASPHAl1) " ~ .# ~ ot>. x Tn _II' . aID .. !o -(to 4> ~~~. ~ ~~ x ~.r, x ~ ~ x ~ /?-b ~~~ . 'oft11- : :', ::1 " ". : ~ ',,",:~ ".t. (> x ~ 1'( (C<lOETE) ,.;. "" ~ s~ ~ '.l ,~~~ ~ ~ 2'to : ~ . . ~~ . : ~ . v . .': ~ . ,t<. ~ . . .... -- ~' ,~ '~IO,.~'." : 't:~L :,', ..s. ~ .' 'V . . ",!q, , -tV~. . .(" "P .'-tV , . .' '~ .. ',' ~jU '" 8~. . $1= " '. . ill <t" x 24'0 ..o~" ^ ,<'...?q, 11' ~ 0 18" '-& .t[(p :4- .....~~~ V'+~ ~ m~"'~ ~ . ~ otr" x ~ ~{> ~A '1'" ~~ ~ of:r~ ",,'Y ... otf .. x '" ..eo r' 5 ~ d ~ ~~:..., ,'tV ,'V. X ~"'!~ x ~~ x ~. )( /. ~~A '1'(' ~ x .::;y-t; x ,..~ ~. $" x x ~ c$> rl.. "', ~d~" {jf.~ ~"\ ~ , ~ ~ "," .~ x x ~~ ""~ ~~ ?? ~ x ~ ~ ~ ~ ..;: x ~~ " ," x 4r~ ~... ~~ x '>~ x <r.. x +", , '" " . , ',,'til.' " .. ,: ~~~ At" . "{t". ,'..:'j QI5 ItET lIP fUV.. 12." _r a,. ...4i (lWt1I! II ~Wf IttUlA l( /9( !lAtA) ~tIjt tt'lJ. ...~ " x ~~ x ,or? 2'22'~ X x .:;.rei> x ~~ x ~~ ~ ~' /f ~:;; ~ ~' ~ ~. ~ ~. ~~ .-"-"-"-' - -..-..-..-..-..-..-..-.-..-..- L1 DIRECTION S<Xr01 41 E S00'0l'41-E S89'0904 588"34' 43-E N45'24'15 E N45'24'15-E 12 L3 DISTANCE 10.00RC 10.10\t 10.00 RC 10.00'" 14.03'RC 14,OJ'M lUJ.lb&iijg~ I. 4O'R . ~Nrf.~,T~8(WEY(~1a=..~' . .. .. ,'. ." . -.. ": .~:~!~~~~l:~...;,:;~'.::':.\,:'l:/~ 'i);... ~"~'.t I. ; ~,. . :..'~. " - I . ~,~,"', { .. ""r' - \.,' r ./ ',,' ;'-'; , ~:~;~!:rt.:~~~i;~'7t:~~"/'::' :~;:'~" "'.,-, ',- .. "'" 16 E., PINELLAS CO,UNTY, FLORIDA SECTION 19, TWP. 29 S., RNG. LEGAL DESCFIP110N PARCEl..l A PARCEl. (f' LANO IN THE SOUlHYlST 1/4 (J THE SOUTHVlST 1/4 (f' SEClI<* 19, TOMiIP 29 SOUTH, RAN<I: 16 EAST, FURTHER ~ AS F<llOWS: (XlWEN(I AT DE NORTHET caHR (J THE SOOTHET 1/4 (f' nE SOU'DiIEST 1/4 (J SEClIC14 19, TOINStF 29 SOUtH, RANGE 16 EAST AND RUN S00'01'41"E AL.CJ4G THE lEST lINE (f' 11€ SOUTHET 1/4 (f' THE SOUlHlEST 1/4 (f' SAID SEC11<* 19, ~ 29 SOOlH, RANGE 16 EAST 33 FEET: 1HEN(I 589'09'04't PARAUa TO THE 40 ACRE UNE NI) Al.'*G H SOOlH R1GfT (f' WAY LK (J tlRSERY ROAD 280.00 FEET; 1HENCE COUIU SQO'01'41"E 207.00 FEET ~ A POINT (J BEQNNING: 'DIH(I CON1HJE S00"01'41.E 144.00 FEET; 1lINCE N89"09'On 230.00 fEET TO A PaNT ~ THE EAST RKJfT (f' WAY IJ( (J BELaIR ROAD; 1IOCI NOO'01'41" AlCI4G SAID Rl(JfT (J WAY UNE 144,00 FEET: 1IDCE S89"09'04't 230.00 FEET TO THE PaNT (J BEQNNNG, ALl L" AND lOG IN PlNEUAS COONTY, fl<RDA. LESS ROAD RKJfT (J WAy, AND A PARCEL. (f' LAND DESCRIBED AS F<lLOWS: FRallHE NMTHlEST caHR (f'THE SOUlHWEST 1/4 (f' 1HE SOUTHET 1/4 Of SEClI~ 19, T0Vf49if 29 SOOTH, RANGE 16 EAST, RUN SOO1)1'41t. ALCJ4G THE ':5T I.N: (J SAID SEC11<* 19, 384.00 FEET: HN<I S89"09'04't 50.00 FEET TO 1ltE EAST RlQiT (f' WAY LN: (f' BEUHR ROAD F~ A POINT (J BEGtM4G: noa: 589"09'04"E moo FEET: lIfNa: 500'01'41"[ 162.20; THENa: N88"53'4tw 433.04 FEET TO THE EASTRlGHT-(J'-WAY LWE (f' BaCHER ROAD: THENCE NQO'01'41" 160.26 FEET TO THE POINT (J BEQNNING; LESS AND EXClPT THAT PART 1HER[(J ~\fYED ro a.EARWAlER OAKS BANK BY lm) DAlEO WAROf 13. 1975 AND FlED MAROi 21, 1975 IN O.R. BOOK 4271, PACE 898 AS FOlJ.OWS: FR<J.t THE N~THET caHR (J THE SOUlKlEST 1/4 Of THE SOUTHVIEST (J SAID SEC1K* 19. rowaF 29 SOUTH, RANGE 16 EAST, RUN HNCE SOO'Q1'41't AL.CI4G nt: SEC1K* lIE 40.00 FEIT: 'HNCE 589"09'04't PARAUa TO 1HE 40 ACRE lJ( 50.00 FEET TO THE INlERSEClIC14 .TH THE EAST RlQtT (J WAY UNE (J BELaD ROAD; THENa: S89"OI'04't PARAUa TO THE 40 A<JE LH: 230 FEET AU>><<; 1HE SOO1H RlQiT-(J-WAY UNE (J USERY ROAD F~ PaNT (J BEGINNING; 1IEIa CC*1NJE SOO'01'41't 505.29 FEET: THENa: S88"5J'4t'E 31.00 FEET: HMCE NO(1)1'41" 505.43 FEET M.O.L TO THE ..lERSEC11ON IffH 1HE SOOlH RIGHT (J WAY LINE (J ~ ROAD; THENCE N89'09'04" 31 FEET AL<*G 1lf: SOOlH RIGHT-Of-WAY LN: a: NURSERY ROAD TO PaNT (J BEQNNtfG. AlSO LESS AND EX<IPT THAT PART UING EAST (f lHAT PRCfERTY ~\UED IN O.R. BOOK 4271, PAG;: 896, PtBJC RE<DOS (J PIaL.AS <Xl*TY, flCR>A. PARCEl H A PARCEl (J LNI) IN THE SOUlHWfST 1/4 a: THE SOUlHlEST 1/4 (J SEClI<* 19, TOYIWiIP 29 SOUlH, RAN<!: 16 EAST, FURlHER DESO&D AS F<llOWS: <XWEta AT 1lE tQ1H\1(ST <XRIR (f' 1lI: SOOlHlEST 1/4 a: 1lE SOU'DiIEST 1/4 a: SEC11(J4 19, TOINSHP 29 SOOTH, RNa 16 EAST. Nf) RUN SQO'01'41't Al,a.G M ET lIE (J nE SOOTHfI(ST 1/4 (f H: SCXJ'IHWfST 1/4 (f' SAID ~C11ON 19, TOItSF 29 SOOTH. RANCl16 EAST 33.00 FEET: 1HEN(I S89'09'04't PARAU.E1. TO 111: 40 1M. Ut€ NIl AL<*G nE SOUlH RlQiT (J WAY lH: (J ~Y ROAD 250.00 FEET TO H POlO' (J BEQNNING; 1l(N(I <x*1IU: S89'09'04t ALONG W) SOUTH RIQfT (J WAY UNE 30.00 FEET; 1HENCI SOO'01'41-E 207.00 FEET; TtfN(I N88"09'04-W 30.00 FEET; 1HEN(I NQO'01'41-W 207.00 FEET TO THE PaNT a: BEQNNlNG, All. L'T1NG AND DG IN PKllAS COUNTY, fl~lOA. AND A PARCEl Of LAND DESCRIBED AS FOllOWS: A TRACT (J LAND IN SEC1I<* 19, TOfIWSHF 29 SOOTH. RANCE 16 EAST, BEING .. 1t( N<llH 240.00 FEET (J 1HE 1m 250.00 ftET (J M: NMTH 3/4 (J THE $I 1/4 (f THE 51 1/4 (J SECD 19, LESS AND EXCEPT 1HE NMlHERlY 40.0 FEET AND THE y(STERL Y 50.0 FEET 1HERE(f ~ ROAD RIQf1'S OF WAY. BEING WORE PAR11CtJlARl Y DESCR&D AS FOllOWS: FR<* 1HE HI CORNER (f THE 51 1/4 Of 1HE 51 1/4 OF SAID SEC1K* 19. RUN SO'01'41"E 4(LOO FEET AL<*G nt: ET BOUNDARY a: SAID 51 1/4 (J 1HE 51 1/4 a: SEC1K* 19; THENCE S89'06'41-e: 50.00 FEET ALONG A LK 40 FEET SOUlH (J NIl PARAUEl. 10 THE ~lH 8(Ul)ARY (J SAID 51 1/4 (J nE 51 1/4 (J SEC11<* 19 TO THE POIT (J BEGNtNG. <X*1Iu: nENCE S89'06'41't 200.00 FEET AL,()jG SAID UNE 40 FEET SOOlH (J All) PARAUB.. TO 'DE NORTH BClJN)ARY Of SAID 51 1/4 (J 1liE 51 1/4 (J SE~ 19; 1HENCE SO'OI'41"E 200.00 FEET AL<*G A lK 250 FEET EAST (J AN) PAIWUl TO 1HE YfST BOONOARY (f' SAIl $I 1/4 (J 1HE 51 1/4 (J SECtION 19; 1IfNCE N89'06'41" 200.00 FEET ALCN; A lJI: 240 FEET SOUTH OF AND PARALLEl TO nt: NMTH BOONOARY (f' SAIl $I 1/4 (J nE 51 1/4 (J SEC1D4 19; noa: NO'01'41" 200.00 FEET AL,(N; A LN: 50 FEET EAST (J AND PARAUa TO THE ItST 9(Ul)ARY Of SAID 51 1/4 (f' THE 51 1/4 (J ~C1K* 19 TO 1)( PaNT (J BEQNNING. LESS AND EXCEPT lHE FOll(MNG: A TRIANOOLAR TRACT (J LAND DESO&D AS F(llOWS: START AT THE NORTHYlEST caH:R (J ntE 51 1/4 (J 111: SI 1/4 (J ~C'D 19, TOWN9if 29 sootH, RAN(l16 EAST, RUN 50'01'42"[ 40.0 FEET AL'*G THE VlEST B<Ul>ARY Of SAI> $I 1/4 (J 51 1/4 (f' SEC~ 19; 1HENa: RUN S89ll6'41.E 50.0 FEET FOR A P.O.B.; MNCE ~lNJE 589"06'41-E 10.0 FEET: THENCE RlW 545'24'15.W 14.03 FEET; THENCE RUN NO"01'41.W 10.0 FEET TO P.O.B. I::R:ftFl:fl:FI I o 60 120 GRAPHIC SCALE 1 inch - 60 It. 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UIlESS 01IfnS[ STAlEJ), 1tIS U\EYWAS PREP_ tI1tQJT H EIf1T << A lI1I.E SENlQl AN> YAY BE SlNCT 10 AmlDW. ~ .T-(f-.~ All) emu YATlOtS fF RECXR>. 5. TtOE ARE NO G.E.~ .~ AS 9tOiN IIJI'OL . 6. BECAUSE ('f 1t( POSSaITt' tI' lII\8IOO (J . DJiDTAlOf _ flS CRllINAl.1UOOIHT BY PERSOO ODD 1HAN.111 SlIM'tQl.,ll' 1S'~.1 PfIU 10 Nf( to IIWJ\6lEM1S l* 1t( PR<ftR1Y M POlmlf tI' H~A1DIE.UED~ . 7, UNNJlttCR28)QlJIl'S NI)/OR'~ WANt( tIIlUi fF 1ltlS 00QIIltT <* IMY P(Rll(JtS lJDE(f Nf. DPRES9.Y PIDII)fD ,11HWT H .. SUlf't[lUt'S ImJf alQNT. 8. BASIS fF 8EAraNGS IS m. ,. 9. AU. OIINSIQNS l.AIIElfD film( AS ~ AAE H. SHlHSTOISTNiU ~ ~ TO BOOf<<)MY tHS. . . 10. Fl.OOO ZM ".,-tr>>. flO(I) _ue (F Nl'? stlOIIM. tDlDt HNt( E&N ~ FRaI H REFEJEHCm IlAPNlJ.a~ N'fIRCIIIA1E. H,. IL(lOO _ tMS WST BE IIE1QIMND BY AN ENCJIm. 11. 1lIS U\(Y DeB aQT.DrIDIIE.Gl.V 0IM:JlStP. . 12. nERE MAY 8[ AIXmM... . . ~. WOOlS (Jt O1fJtNAllERS '" RECXIlO lHAT Ilf. NOT!itOMf .uEC>>f lHAl *V II F(Ui) ....'HflUILlt~ (f' lttS CC>>llY. ' 13. 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