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PLANS (2ND REVIEW) ~ l.{) L 10' co 01 01 ~ L[") "'" c'ri o Lii - ~ o c: :=l J c o :;;: (YJ I ~ Cl.l ~, 01 N .--<' OJ c: L1.J ..- OJ ;!: a ..- .;...:J ,",-- . ':.~ . .,.:' ,:;, - -;; " LEGAL DESCRIPTION: ~i, ,. - ;. :',: ~ I, ' ;v'~ . ~ '";" ~~ ",;, '",.\ j - :. :'\ GENERAL STATEMENT: A portion of Section 2, according to the Plat of COQUINA COVE, as recorded in Plat Book 24, Page 14, Public Records of Palm Beach County, florida, being more particularly described as follows: thence North 02' 54' 00- East along said right-of-way line a distance of 29.02 feet to the beginning of <] curve concave to the East having a rodius of 7589.49 feet and <] central angle of 01' 47' 46-; thence Northerly along the arc of sold curve a distance of 237,93 feet to the beginning of a compound curve, concave to the Southeast having a radius of 12.00 feet and <] central on91e of 85' 18' 18"; thence Northeasterly oIong the arc of said curve a distance of 17,87 feet to a point on the South right-of-way line of said Shore Drive; thence South 90' 00' 00" East, along said South right-of-way line, a distance of 202,88 feet to the beginning of a curve concave to the Southwest having a radius of 25,00 feet and a central angle of 76' 18' 38"; thence SoIUtheasterly, along the arc of said curve a distance of 33.30 feet to the beginning of a reverse curve, having a radius of 207.40 feet and a central angle of 22' 29' .39"; thence Southeasterly along the arc of said curve a distance of 81.43 feet to the POINT OF BEGINNING, Containing in all 76,024.186 square feet or 1.745 acres more or less I I -~ The proposed development for this site is the construction of a 7,234 sf single story Autozone ooto parts store, together with associated parking, drainage, and utilities. A Commence at the centerline intersection of Shore Drive and Ocean Inlet Drive as shown on said plat; thence Southerly along said centerline of Shore Drive and the arc of a curve, said curve being concave to the Northeast. having 0 radius of 182,40 feet a central angle of 23' 23' 56", a radial bearing at this point of North 90 00' 00" East. an arc distance of ]4,49 feet to a point; thence South 00. 00' 00- East a distance of 50,01 feet to the POINT OF BEGINNING of the hereinafter described parcel; thence continue South 00' 00' 008 East (] distance of 184,96 feet to a point; thence North 90' 00' 00" West, along the South line of said Section 2. a distance of 290.46 feet to a point on the East line of the parcel described in Official Record Book 606. Page 198 and the East right-of-way line of U,$, Highway No.1; EXIST. HYDRANT SHORE DR I VE --- ---- --------..... ----------- " )- / I 76'1\'38. 25. o~t 19.64\~ 33.30 \ \ UNDER CONSTRUCTION /' ----~ . / _------------ \ 60 R W _ _ I _ - -- -- EXIST. GRASS I\4EDIAN _ l- - - \ _ _ _ _ _ _ - - - - - - - - - - - - - - -<,J~OINTS OF ACCESS CLEAR~'- ~CONS~_ i4-WJ'iX ~E STOP BAR &. - - - - - - - - - - - - - - - - LZ~~ i1<UH).:)- - - - _.-J / 30" Smp SIGN, SEE NOTE #21, EXIST. ASPHALT - (SHADED AREA) \ 6. = 85118'18" (J) VJ r-------- ""=>oj' \ __--------------- R _ 12.00' ~ 6 EXIST. SHELL ROCK -:4-/ EXIST. ASPHALT \)~ ~ ~ ~ : 11.05' g '~"ti.T. DEAD EN~_------; .\-;'::'J:1O' - - f ~ /~8' I 17t ",r"J(--- - -- 590'0000 E. _ '1\; II I IiIfU lI~l, ;~~ '" r (/1 ..., -: CD ~ ., ~ 10' 1 g ~. ! ' 0 [Jg(] 0 co ~ J - L-' [Jg(] EXIST. 0 PARKING , ' / I ,() ~ () 01. 2' SIGN Ill". 15,50 32' 10.50' ~ N :~ ~ ~ ~= ~ "' t ~~== = = CD~ ______ FfT ---] f4\ 10"~ ::;.~ // t ~ N :e i'l ~ 0 10' I ~ 12.50' '\.V TYP. ~c ~ ~ TYP, a~~ I It 12.96' ,A') "- I ~ ~ ~L- ' ~~i ,I BOC -~ 6'. ~PAINl 4" WIDE 5 ~ -~I ->- 1_,- xO...J I' r f WHITE PARKING Z N 8 0 w ~ lLJ '\!, ~ STALL STRIPE, TYP, G)~. Z L{) ,I .U1 SEE NOTE #21, ~ ~ CD I' , , ~ g, U1 ~ ~..- _ 59, 33~ _ \ 1- _ Q:: I Z ~ Q i= (1--- """. al ' O....J ~ C3 Scp'18'08"E LCONST. DIRECTIONAL .,1 ~ ~ 0.. g G: ARROW (TYP) (,) f ut:j....JO 8' g U1 IX It r cot-- ~T. 2' WIDE TYPE 'F' CURB ~,II,I ~ is e ~ ANC GUTTER (TYP) ~'f ~ (;\ 4: ~ U1 Z I CbNST, ~ WIDE ~II 0 ~ ~ ~ ~ /0'~, ~ CbNC. SI EWALK W I I ~ ::J 5 i: "'<:1 f6\ 10' 0 ~ I' ~ '0 :t ~ >- ~ '(1) V TYP, ('oj ~ 'I g ....~4: .U1COJ: I .... N"r' [3 n I ;~~ =F=~=,I==== = ,=,~^" = =~ II 92,10' : n .., ,I If BUILDING T E 16' II ... N ' n.o N <3 ~ "M'" r 0~ It :s - ~ ,I, T Y ~:i~ V t; ~ i r II t ~ Q~ I' , , , , , 11 , , J ,~ "'" "'" "'" '" ~ X a:: 11 0 CONST. 4' WIDE 0, \. r- t n.o. <3 ~ . a:::: t5 CONCRETE SIDEWALK. "'! I ~ ~ y ~:i ~ w;~ N~~ ~ \ ~~ 0.50' II~ ~ ..J~~ ~ .,~ I I W, J "'- ~ Q:: w . .... () u U1 1'-"- J-- oj' , t t...->- CONST. CONCRETf ~ U1 <5 ~t .,' '\~. AREA = 7,234 SQ. FT. ............1'[' IfL ~ TIRE STOPS, TYP ~z. ~ ~ f9\ 4,5' ;j, , ,..l 0- a SEE DETAILS, ..... == '\.:V .,.. ,'~ ~_____ ENTRANCE DOORS E) ST. NO PARKING- - I;, I 14,50' ~ ~ ~ ' SIGN It: I 17,50' ~ ~ ~. .... ,I ~(L r · ~ , 1 w ~ 20' 312' I 20' ~. I V).~ PROPOSED CONCRETE 6. = 01~.47'46"-'""'~111 ~"--' TYP. T P. T TYP. ~ ~~ BOLLARDS (TYP) R - 75 9.49' ,I > IX.", ,.., T F= 11898' ,~~ @ ,!-1J CONST, 6' WIDE -... ~ ' !:::: 0,50' L F 23 .93' I, ~o ~l CONC, SIDEWALK "'lk: ,--~--tl' 8~ o~ ~ 16' rr ~ " ~' 1 .... ~ I- ~ If a '\)1" I~ ~ u 0 ,I 92.18' I ({ 0 u ~ U1 8 ~ ~ , i 3i DUILDING Tr " \.. :;; g ~~ N ~ 9~ I! 0 n ~ n~B;r ~8~~.cl 10,00' L II ~ r: II ~ ~L:i f \, I",,:>~' n TPROPOSEDt!OLE SUPPORTED SIGN \ \ ~ ~ II . . ~~! jf' 1J6~; II ~\f!~~f~C~~~ ~~!~KFOR ~ ~ \I 8~ II I ,,1~ I / ~FRqM R,O: . LINE. \ \ \ II: I \ ~ ~",'" ~''1 ~""""""'a""""""~ IS;;,(20 HIGH, 73.25 S.F,) 9 ~ ~ _ lLt:~, ~r2: 1~~~ ~/ ~ I ~. i- r ,11 '81 ",' j..- _ S86.18.08..E_.... -1 ~ N ~ I I. t. I ~I ,,~t' ~ '", ~ 4~,25' g -- (0 ~ t;;; ; \I II: \ I "I ~ ~ 1 R. .~ "'00 I 1 II~I ~, 16,5: ~ \ r' ~ ,.., Z II ll(j I 1', :..... II ~~ II II' ~ ~ ~ \, \., 11.\ ' l~: ~ ~ ~9Nvih6~ ~~~~~Af~~~E~n:~~ ~c U1. 1 I I '\. I ~: ~ ~ \ I I I EXIST. NO P AR.ANG '1 .) ~ < ~ ::) I 1 SIGN "I <'t > ~S ~I' ~'~ , ~ ~ I 0, ~ ~ ,i or ~.z I ,~ I all '~~" \ :....----SITE DISTANCE CLEAR ZONE LINE 1-, o:d 1 t;; I ull ": PER F,D.O, T: ,INDEX 546 - (,) ~z I~I ~II~' : 8~ L~____ ----~I~', u : I "-- EXI( TING I ~II'li " ~: BR DGE 0 !!o!1I(,) , I UNbER ~i,B.:lllt~3: I CONS.lbUCTION ~~i EXIST. GRASS I\4EDIAN - - EXIST, CONe. '\. _..- ~ ~ ,- I "-= --- VJ o o~ - - --... , 6.= R - T = L = ~,'" ...... '\ \ ......... I (1l / / '] / / ~II / / all / / (..q I U 811 (o,jll ~, I lj II L ?..'S.O \D~ 0(.01 () O. - ,-CON 5' WIDE CONCR IE SIDEWALK, C )NST, 2' WIDE TY A -JD GUTTER (TYP) 'F' CURB \,~./ ,~ ~v. ~~ ~. -- 5' i-- ~ ,..... ~ ~ <:9 ~ 'f- CONST. 4" DOUBLE YELLOW STRIPING 76,00' - 135,33' --- - T 11 I . . I I I I I I N ,.., o L{) /'. r:) \ ()\:1 ,,\\X- ~~G '?J\J\\'\> ~~. ,~ '1- -.-- r PROPOSED LOADING RAMP ~ .\~ v z <( a w ~ f'\ J 73,33' ] SEE DETAIL FOR HANDICAP STRIPING. SIGNAGE & RAMPING, DOOR ROLL UP SERVlCE.J DOOR , ',~ O 0, , ' ---- ---- PROPOSED DUMPSTER PAD ENCLOSURE. '0 0 (SEE DETAIL) r-= (f) x w ~ Z 4: co lJ... o 0.. o I- CONST. 6' HIGH SPLIT-FACED MASONRY WALL. (GRAY) SEE PLANS BY Ol1-lERS FOR WALL SPECIFICATIONS, !il!1I:i:Oilll! o o d o r- ~ DOOR~ ~__CONST. 5'x5' dJl CONC. PAD .~ '- CONST. 6 L.F.- HAND RAILING '0 o " 73.33' PROPOSED DRY RETENTION AREA SEE SHEET 2 CONST. 6' WIDE CONCRETE SIDEWALK, co c 5 ~ Z 01 (;') ~- -l r; ~ Z -<( co lL. o 0.. o I- TOP OF BANK ~ -...s ~ SOUTH LINE SECTION 2 , --- _ _ _ _ -""'200:-4~ - - --NORTH R/W LINE --.....-- . - EXIST. C,LF. _ _ _>rr---- _-...r----- BOYNTON CANAL N90.00'OO"W r---- ZONE C3 I 1 I 1 I '\ EXIST. SPILLWAY ------- -- ""'E.o.W. EL...8.16 j I BOYNTON CANAL , BOYNTON CANAL .0 N OWNER / DEVELOPER: Autozone, Inc. 60 Madison Ave., 10th floor Memphis, TN. 38103 Contact: Wade Davis Phone: (800)-285-2223, ext.8701 .- CIVIL ENGINEER Bussen-Moyer Engineering Group. Ine, 100 Parnell Street Merritt Is, FL 32953 Phone 407/453-0010 Fax 407/ 454-6885 Contact: Scott Nickle, Project Manager , :,~ . "0 -: " I ,]' orJ' AN NmJIl' J - I- SHORE' DRM CJ ( , ~ U') - SITE mmll" W 0 ~ ....J >- aYNT^",-;:;A;"AI :::::i ~ OC) ij 0 ;1 <- BOYNTON BEACH BLVD, E. OCEAN A,*-, ~ ffi ~ ~ o It ~ U1 ~ o ffi 0.. LOCATION MAP N,T.$. GRAPHIC SCALE 20' I 40' j ( IN FEET ) 1 INCH = 20 FT, 62 ZONE R\AA (RESIDENTIAL SINGLE F AMIL Y) ~,,",23^23'56" A=74.49' R=182.40 ~ '" '- . ,01 z z~g d () Z(f) ~ ~ I '=! I- L-I >-~ ~ <( ~~ 8 o G5~ _~z 0::: :J: ~ ~ ~ Foc I <( r- (/) , '\ PIPE Be PLUG \ · (\ \ SET ~~ ~ \ \\ "~ , \ " - ~ \\4 " 6 = 22.2{i~9" \. - \\ ~ = 20~}:{\ ~~ 1\ == 41.24t , 1i L \81.43' \~~ ~ a '\ :"', ~h ~ ~6 " ~ " 1:J' ,,\" - Z.O.B. '"", '" ~o ~ .,.<) '" '\:', . '" 't... '" \ ..... '" ,,\ , " \ ......., \ 1 \ I I I \ \ I \ MIN ~ \ -- '\. r-- " .... ~ 1:~ {\-- \I 1\ 1\ It:> \~ I~ \I~ U-Z' \I \I \I \I I \I \ U I \ , \ Iw \Co \0 ig I" I~ lvi IcO 10 lti 18 1 I 1 I , , I I I 1-----, 1 1 r----~ \ I I EXIST. \ \ 1-STORY \ GARAGE \ F,F,ELs8.95 I \ \ I I \ I L_----1 -- ~ , EXIST. ASPHALT -i ~ o ..., co )> z. ^ - - -y..-- - --- - E.O. W. EL..J.23 SITE DATA: Area Description Area (s,f,) 76.024 7,234 34,928 42.162 33,862 100,0 9,5 46,0 55:5 44,5 Loading area(s) must comply with Chapter 2, Sec. 11, Par. J of the Boynton Beach code, Minimum size is 12' wide, 35' long, Lot Coverage: 9,5% Area ( a~, 1 1.75 0,17 0,80 0.97 0,78 % LOADING SPACE: Site Building Pvmt!Sidewalk/Curb Total Impervious Landscape/Pervious Existing Zoning: C - 3 Building Material: Concrete block/steel truss Building Height: 17'-6" Parking Required: 1 space per 200 s, f, of floor space 7,234 s,f./200 s.f, = 36 spaces Total number of spaces required = 36 spoces BUILDING SETBACKS: REQUIRED PROPOSED 92.10' 79.64' 101,75' FRONT SIDE REAR 20.00' 15.00' 20.00' Parking Provided: 46 spaces Cine!. 2 handicap spaces) jo ) Water Service: Water service will be provided to the proposed Autozone building by utilizing an existing 8" water service & meter located along Shore Drive, Sewer Service: Sewer service shall be providec;" 'oy a gravity connection to an existing manhole located in' Shore Drive Fire Protection: Fire Protection to the site will be provided by an existing fire hydrant locoted at the north intersection of Shore Drive & u, S, 1, '- ........ GENERAL NOTES: 1, ContrlJctor to verifY' location of all existing ,"'utilities (un';lerground and-:.verhead) prior to the commencement of construction, Any utility conflicts shall'be reported to the Engineer prior to q)mmencement of construction, 2, AU <onstruction and site practices to comply with the City of Boynton Beach, and the current zoning ordinance. , 3. Boundary and topographic information shown hereon provided by WalldceSurveying Gorp; dwg,N97-1297; dated 8/27/97, " 4, Pavement dimensions are to face of curb, unless noted otherwise. 5, Proposed building dimensions shown are provided by client and ore outside wall dimensions, 6, All handicap parking spaces shall be installed with on above ground "parking by disabled permit only" sign, mounted at a 7' height and comlJlying with FD,O,T, FTP 25, Index No, 17355, 7. All applicable permits to be obtained before construction commences, 8, All required parking spaces, dumpster pads. arid other areas requiring striping shall be identified using the Striping and Visual Contact Criteria of the Manual of Uniform Traffic Control Devices (Federal Highway Administration - F,H,W,A.). 9 , AU parking stall striping (except handicap space) and directional arrows shall be white, All stripes are to be double hairpin 4" wide (2 coats), unless otherwise indicated, 10, Water for firefightin.g shall be available for use prior to combustibles being brough t on site, 11, Contractor is responsible for restoration of any existing pavement, sod, landscoping, irrigation, sidewalks, curbing. utilities and drainage systems damaged during construction. All damaged areas are to be restored to original condition or better. 12, Project benchmark: PK nail & disk in power pole Ef eVQtion = 13.00 13, For' areas outside tlhe property lines, repair and/or replace all damage done to existing elements (sidewalks, paving, landscaping, utilities, etc.) as required by Owner and/or governing authority, 14, For 011 items noted to be removed, remove not only the aboveground elements, but all underground elements as welt; including, but not necessarily limited to: foundations, tree roots, old abandoned pipe. etc, 15, For existing tree, removal/preservation see landscape plan. 16, Sign permit to be obtained by owner, 17, Telephone and electric services ore to be designed and installed by others, 18, Contractor to verify existing trees to be removed PRIOR to commencement of Construction. Existing trees to be removed are to be flagged and verified with owner prior to removal. 19. Contractor acknowledges that, included in the various items of the proposal and in the total bid prices, are costs for complying with the the Florida Trench Sofety Act ~90-96, Laws of Florida). These bid prices are to reflect actual costs for complying with the trench safety act C and the requirements of OSHA). Contractor is to provide the owner with a list identifying the trench safety measure description, the units of measure, the quantity, unit costs, and total costs for each trench safety measure the contractor proposes to utilize during construction of any Phase of this project. This list of trench safety measures and costs is to be supplied to the owner with the bid. 20. This pr9j)erty is loc'ated in Flood Zone B, according to F,I.R.M. % ~~ (Flood Insurance Ralte Map) No. 120196 0004 c, dated Sept. 30, 1982 ~ ~ ~ 21, All traffic signing arnd pavement markin9 shalt compl)' with the U,S. % \, Deportment of Transportation federal Highway Administration Manual '. ,~ (~>l ,~ on Uniform Traffic Control DeVices, (:.:,( \~~':' ~ 'l.. \V' \~<~ ~~ ~~() ~\; ~~t<\><J" ~~*~ -I I U I C I - I I ; ~~ O (\Irq "'~ I '- < II " ~~ ~~ c: - '- " tI c - c: W \. " :n G e . c tI (I) fI) ::>> ~ NOTE! ALL PAVEMENT DIMENSIONS ARE T THE FACE' OF CURB, UNLESS OTHERWISE NOTED, AS BACK OF CURB (B.O.C.) ~ ,,'~ , 1 of , ;,: -5 '" OFII .. ;.