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PLANS (1ST REVIEW) . .F. ' 'f"", ~, " -:.,.. c._"-, ..:" .' .., ~t*~", :.......;. , - .,' ."'.,. .:.J .- ". --c A AIC A.E. A.K.A. ASPI1. BU)C. B.M. B.O.e. B.O.W, ~TV C.B. C.U. C,e.C.L CH C....,. cut , C.M.P. CONe. ~i D.E. D.H. ~ ENe. E.O.P E,O.W. ESM'T F,F, f'ND \,~,"""",:, "." o z o <{ o 0:::: w ~ <{ ~ (f) 'C<"0~~;:~, I I I I SAW CUT I O.R.B. 606 I PG. 198 NOT PART THIS SURVE I L()/ f(i< ". ~ :::> z <( o w ~ x ,o~ , . " ~ r- o z(/) w >-0::: <{~ ~I II- C)O _3 I3: " '0::: U1 . :J I~ 1'}.x ". 1x ,,~ c0-J ").. ,'}.. n")~ ,"'. nOO ,..' CD ~ a u ~ o N n /Ie~ ,"'. '1-9'}. ,'1-' 1") ,'1-' u ~ o ,,-,0 ,J' - ARC LENGTH - AIR CONDlllONING - ACCESS EASEMENT - ALSO KNO'MII AS - AsPHALT - BVII.DINO - BENCHMARK - BACK ~ CURS - BACK ~ WAU< - CALCVLA TED . CASU: ANlENHA 1'EI..(I,1SlON - CHORO BEARlNC . ~ BLOCK SlR\JC1\JRl . ClOA5TAl. CONSTRUCTION CONTROL UNE . QiORO - aiAlN UNtC f"ENC( - C!.LAR . CQRAUOATED MtTAl. PIPE : ~1l(lN DAruM . DEED BOOK - DRAINAGE EASOAENT - DRIlL HOl! - DRI~'f - ElEVA 1lON - ENCROACHWENT - EDGe: ~ PA~ENT - EDGE: OF WAg - EASOAENT - FINISH flOOR - FOUND ,~'1- x ,. SAW CUT ,,91 n'~ ,"'. ...~., .- "'t ,;'.t. .~.,'r :. > ~;.~ ~. ", --t... :' ;,' , )', ~':;;:: '~Q::":"i <,' ',. l ~~ ~ . ro HYP~ANT 1.....-" ..," " ,J."'-.f < ~ -I I.... 6" W.M. >.(: ;,.:.;,."", e",'"e ,~ . > .:-." ~ ,- ;" .' - i- , ,', ,,~ I .' '. .ct ~ ~ OCEAN INLET'< DRIVE 10" FORCE MAIN ~ a SHORE DRIVE I?I'~ I / P.O.C. ~.''l- 1/_ RA,.DI~.8~ARING ~ N.~OvvOv E. I I ' ~1 ~=76018'38" A=33.30' R=25.00' ~ o o * I SH_ORE~'l- u/c DRLVE 60' R/W GRASS MEDIAN TREE LEGEND ~ =85018'18" A=17~87' R=12.00' "~O ,'1-' GRASS MEDIAN 1?I:11 b d I"') =BANYAN TREE (j) W ....J :=! a) o j I ~ BOYNTON ~Ai. , ' .:. ~~ . 1?I:1' =ALMOND TREE BO~ToN ElEACH BLVD. ,-;',.,"' ~~ ,0;1-'0 ^"~ 'v' b d I"') ASPHALT ~:1'1- SHELL ROCK ^' ,'0 'v' I?I~") 1?I~1 ASPHALT I?I'P~ t><l =FtCUS TREE WA TER /" METER ~4 ~x f(;,x I?I' I?I. 1 10 o ,0, 202.88 W SHORE DRIVE N \l,)x ... I?I. .~~ Q --,~ .:...<15 ~~ 72.DA l[p ALM 1. CLUSTER ^' ")x 'v' ,o;l-x ,0;1->< ,o;l-x 6=23"23'56" A= 74.49' R=182.40 =SABAL PALM u ~ CURB INLET FLOW LINE EL.=1Q,14 ~,'-----" ,,;l- II x X (11 O~ . ---" ,;I- ~ ,,09 x' ~x ',- -------" 0 ------ x". 11 ,,~ ", ~,,--- X X o ,0. x il u w ~ I m I- a ~I ! ,,~ NO PARKING~: SIGN ll) . H~ I ,,~ 17,92 ,'1-' 50' R/W F SANITARY MANHOLE RIM EL,=8,61 INV,ELo:-3,19 ____H+ I 11/ ~ ~I ,....... ~I a. (I "~" ,,:-. ~ I?I------- x ,0, ,,")'~ ,~" x *,..' . / x'O~ /< "~..." ~ ~ ,\.'1- x ~,;I- x x,09* BENCHMARK P.K.NAIL & DISK IN POWER POLE EL.=13.00 .~" x"~ ~ r 11 .. .. ,0, x ", x ")~ o. ~ ,0, x ,,~ x .. 0) v ,. ~O) "'co L() f'.. /I cr I l") 0) ~ /' 0('.:... l") N 1/ <{ ~: I I~~ ,~'}. I"'.. , ,........ v- ~) ~ I ~~ x ~ \ ,,:-. x 1 ,0. x ,,;l- x , ,0. x *14- )(I?I~ ,,;l- x ,,;l- x ~ ,0. x SECTION 2 ZONE C3 .~" \ ~ 1.5' ~ ( ~ANCHOR (TYP.) ,,~ x ~,:-. x ... o I") r-1- (1)0 <tz ~ (WALL CORNER , 0.1' ENC. ~ , 30.0' ~ , DANIELS O. "S..0.2'W. ", x /Ie ,0, x /Ie x'" 1" ~. ,,~ x V ACAN T, GRASSED LOT 1.745 ACRES 76024,186 SQUARE FEET NO PARKING SIGN 1?I!b x ~."") ;I- \,' x \'~ x \" )( ", x ,,~ x x'" x,o;l- !bo ~~'}. .. ". )( I?I' x ,,;l- x ~ ,o~ )( N ~. o zW 00 -:) r---.J ~u (l)Z ASPHALT z o F u w U) w z :J I- U) <( W o .. .. r- TELEPHONE RISER BOX ~~~ x,,~ \'~ x ,,;l- x I?I./Ie x ,,!b x ,,;l- x ,,:-. x "v o N It) .... ,,:-. x ',;I- .. x/- ... x"~ ~~ ------'\ .---'\ ~ <IS ai d ~ ,0, x fO!b~ .- I - ~/ Q)O o>Z '"":>- ~~ <e-i3 g5: ROUTE aj uj SIGN ci :::> OW z w- z-...J -I- -...J(/) 1-<( U)W L5~ ~ ~ ~ ~9' 10.8' ,'0 , ;I-/Ie I x,,!b ,,9 )( CONC. ,,~ )( ,,;l- x ,,;l- x /Ie ,0, x . 1-STORY I ;;j GARAGE ~ ", F.F.EL.=8.95 l' O. ,,:-. x 1?I:1 x 21,8' ^.. x.... 62 ZONE RIAA (RESIDENTIAL SINGLE FAMILY) ~ o ~~ )" ~ ,,~ x ~ ,0. x I?I. x ,,~ x "!b x \o~ x *24- #~ ONE 1:5 !~ lu I~ 10 I I, ~'1- J~ N ~o I . 0) N 11,1' 21.8' ", x I' I' I?I:-' I?I:-'x ,,~ x ,,!b x o ,0, x I?I'" x ~oo ~ ,,!b ,,:-. I?I~ SOUTH LINE SECTION 2 ,,!b ,,:-. -- N,90'00'00"W. (BASIS OF BEARINGS) 290.46' C.L.F. NORTH R/W LINE BOYNTON CANAL (L. W.D.D. O.R.B. 1732, PG, 612 O.R.B. 6495, PG. 761 o O,R,B. 6495, PG. 1165 I?I~ xl?l' O,R.B. 6495, PG. 1545 x O,R.B. 6495, PG. 1554) I?I;I- x ~ I xl?l ,\~ o~ x,o. ". ZONE C3 \ ~'\ SPILLWAY ,09 x E.O.W, EL::a3.23 o x ,0, E.O,W. EL=8.1 BOYNTON CANAL 1 ,0, x LEGEND F.O,C. - FACE OF CURB 1.0. -INSIDE DlAMElER INV. - IN-.t:RT I.T.W.C.D. - INDIAN TRAil. WAg CONTROL DlS1RICT LA.E. - Ut4IlED ACCESS EASEMENT L.B. - UCENst: BOARD ... W,D,D. - LAKE WORTK DRAINAGE: DISTRICT (M) - FIELD "'EASUREMENT ....H. - MANHOLE lol.H. w.... - t.lEAN HIGH WATER UNE lollN. - t.lINIMU" lol,L. w,... . MEAN LOW WATER UNE N.V.G.D. . NA1lONAl. GEODEllC VERllCAl DAruM N.I'.B,C.I.D.. ~1HERN PAUl BEACH COUNTY rMP~T DlS1RICT - NOT TO SCALE -o~ · OUlSlOl DlAMETtR . O~EAD ulll,tTY UNE . Off'IClAl RECOAO BOOK - 0FfS[T - PLAT DA ruM - PLAT ElOOK . P Aut BEACH COUNTY · POIIiIT (# CURVA1\JR[ . POINT OF OOWPOUND CURVA1\JR[ - PERtoIANENT CON1TloL POINT - PAGE - POINT ~ INgSECllON -PARTOF - POINT OF BEGINNING p,O,c. - POINT ~ oo"MENCEMENT P.R.e. - POINT ~ REVERSe: CURVA1\JR[ P,R.M. ' - PERMANENT REFERENCE lAOtM4ENT PROP. - PROPOSED P.T. - POINT r:R TANGENCY PW'T - PAVEMENT (R) - RADIAL R - RADIUS ROE. - RANGE R.P,B. - ROAD PLAT BOOK ~R/W,i - RIGHT ~ WA 'f $) - SU~ DAruM -SETBACK SEe. - SECllDH SID - S\.IB()l\1SlON $.F, - SQUARt: FEET S.F.W,..,D.- SOUTH F\.ORIDA WAg MAAAGD.fENT DISTRICT S.I.R.W.C,D.. SOUTK INDIAN RIVER WAg COItTR(ll. DISTRICT S.R. - STATE ROAD STA. - STAllON STY. - STQR" S/'II - SIDEWAlK T.O.B. - TOP r:R BANK T.O.e. - TOP ~ CURl llW'. - TO'MIISHIP T'lP. - T'l'PICAL U/C - UNDER CONS'lRVCllON U.E. - UTlUTY EASEMENT U,R. - UNRECORDED \ W.c. - ....TNESS CORNER W.M,E. - WATER MANAGEMENT EASEMENT W.M,M.E. - WATER tolANAGEMENT loIAlNTENANCE EASOAENT W,lol. T. - WAg t.lANAGElAENT TRACT , - BASEUNE t - CENTERUNE - CENTRAl ANGLE/DELTA - CONCRETE t.lQN\Jt.lENT FOUND (AS NOTED) - CONCREl! MONUt.lENT SET (lI f45611) - ROO " eN' FOUND (AS NOTED) - 15 ROD " CN' SET (LS f45811) - iIKlN PIPE FOU, ND (AS NOTED) - IRON ROD FOUND (AS NOTED) - PARKER-!W.DH NAIl FOUND - PARKER-I(AlO!f NAIl " DISK FOUND (AS NOTED) - PARKEIHV.L,o. NAIL" DISK SET (L8 f45ll11) - PROPERTY UNE - UTIUTY POLE - U11UTY POLl YI1TK STREtT UGHT - WAg VAlVE ~ . o . o C!) ~ .. . o t ~ll ~ M Zoning District: C3 (Community Commercial) Maximum Height Limit: 45 feet; Not to exceed 4 stories Maximum Lot Coverage: 40" Minimum Front Yard: 20 feet Minimum Side Yard: 15 feet street side Minimum Rear Yard: 20 feet Building Lines per the Plot of Coquina Cove Plot Book 24, Page 14. West Line Section 2: 25 feet South Line Section 2: 15 feet N.T,S. O.A. 0.0. O/H O.R.B. ~ P,B.e. P.e. P,C.~ P.C.P, PO. P,I. P/O P,O,8, East Line Section 2: None North Lint Section 2: 20 feet Northeasterly Line Section 2: 25 feet I II [. OCEAN AVE. ,'i'. .. VICINITY SKEtCH NOT TO' SCALE Boundary Survey 'or: AU TOZONE. INC. This survey Is mod. specifically and only for tht foltowln~ parties for the purpose of a olQslng on the surveyed property. AutoZane. Inc., a Nevada CorporatlQn First, American Title Insurance Company 20 ; 0 20, 60 Scale 1" 20 ft No responsibility or Ilcibll1ty Is assumed by the undersl9"ed , surveyor for' any other purpose or to any other PQrty other thon stated abov,e: METES AND BOUNDS DESCRIPTION A portion of Section 2. according to the Plot of COQUINA COVE, os recorded in Plot Book 2.... Page 14, Public Record. of Palm Beaoh County, Florida, being mor. particularly de.crlbed os follows: AODRESS: 12394 Shore Drive BO>flton Beach, Florida 33435 Commence at the centerline intersection of Shore Drive and Ocean Inlet Drive a. shown on soid plot; thence Southerly along said centerline of Shore Drive and the arc of a curve, saldciJrv. being conc<Jve to the Northea.t, having a rodl",s of 182.40 feet a central angle of 23' 23' SS., (I rodial bearing at this J>Qlnt of North 90 OO~ 00. Eoat, on arc dl.tanee of 74....9 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 parcelj thence cont/rlue South 00. 00' 00" East a distance ()f 184.96 feet to a point; \hence North 90' 00' 00" West, along the South line of sold Section 2, a distance of 290.46 feet to Q point on the East IIn. of the parcel described In Official Record Book 606, Page 198 and the East right-of-way ITne of U,S. Highway No.1; thence North 02' 54' 00. East along sold right-of-way lin. a distance of 29.02 f~et to the beginning of Q curve concave to the East having a rodlus of 7589....9 feet and Q central angle of 01' 47' 46"; tt,ence N9I'therly along the orc. of sold Cl,lrve a dl.tanc. of l:J7.93 feet to the beginning of Ct comPol.&nd curve. concave to ,~e Southeast having a radius of 12.00 feet and a central angle of 85' 18' 18"; thence Northeasterly along the arc of sold cur\l'~ <:i dlstanc. of 17,87 feet to a point on the South rlght~of-WCl:l ~:ne of said Shore Drlvej thence South 90. 00' 00" East, along rold South right-of-way line, Ct distance of 202.88 feet to the ~eglnnlng of a curve concave to the Southwest having 0 radIus of 25,00 feet and a central angle of 76' 18' 38.; thence Southeasterly, along the arc of sold curve a distance of .:13.30 feet to the b~inning of a reverse curve, having a rao...li of 207,40 feet and a central angle of 22' 29' 39"; thenee Southeasterly along tb. arc of sold curv. a distance of 81.43 feet to the POINT Of BEGINNING. Containing in 011 76.024,186 squart feet or 1.145 acres more or less LEGAL DESCRIPTION PER TIRE COMMIThfENT; Section 2 of COQUINA COVE. according to the Plot thereof on' fil, In the Offlc. of the Clerk of the C,lrcuit Court in, orl,d f91' Palm, ; Beaoh C()unty, Florld9, recorded in Plot Book 24, Page '4., LESS the East 30 feet and> LESS the property as Qontalned In thot certain Deed to the State of FlorIda for roa.d rlght-'of...way 0. recorded in O.R. Book 6~, Page 198.,,' , . FlOOD ZONE: This property Is located in Flood Zone e, aC99l'dlng to ',tR.M. . (Flood Insurance Rote Mop) No, 120196 000... C, doted September 30. 1982, NOTES: l.AII information regarding record easements, adjoiner., and other documents that might affect the quality of titlt to tract shown hereon was gained from commitment number FA~C-124j. Iss ed by Flrst Anierlcan ntJe Insurance Company, doted Augl.lst 27, 1997. No seorch of the Public Records has beO!:' mode by thIs of,flce. 2,E1,votlons shown horeon. if any, ore in feet and decimal ports thereof and ore based on NGYO-29. 3.Descrlptlon furnished by client or client's agent. The met.. and bound. description shown hereon was reque.ted by client and Is merely Intended a' a s\.lppleme,nt to the legol descrIption ~er the TItlt Commitment and Is subordinate to It ' 4,Unless it bears the signature and the original roised seal ()t Ct Florida licensed survtyor or mapper thl, drawIng. lIk.toh. plot or mop I. for Informational purposes only and Is not valf4: 5. This survey cannot be tral'lsferred of assigned wlthOl,lt the ' specific written permission of Walloc. Surveying Corporatl9rT. 6.Exeept as shown, underground and overhead improvements ore not located. 7,Underground foundations not located. 8. The surv.y sketch shown hereon does not necessarily c~>ntain all of the Information obtQlned or dtveloped by the undersigned surveyor In hIs field work, office work or reseoroh. 9.No responsibility I. assumed by this surveyor for tht construction of Improvements, from buDding tie. shown on thl. surv.y. 10.Revlslons shown hereon do not represent a "surv.y update" unless otherwls. noted. U TIU TIES 1) ElECTRIC POWER FPL NEW CONSTRUCTION OFFICE WEST PALM BEACH. Fl 120/240 - 3 PHASE (ANY VOlTAGE: AVAILABLE) 4) TElEPHONE SERVICE BaL. SOUTH COMMERCIAL SERVICE 760-~800 (STATE WIDE) 5) T, V. CAaE COMCAST CABlEVISlON 561-369-2221 1401 NORTHPOINT PARKWAY 2) WATER, SANITATION" STORM SEWER SERVICES WEST PAu.t BEACH. Fl 33407 BO~T~ BEACH Ul1UTlES DEPAAThlENT 561-478-8300 124 [. WOOLBRIGHT ROAD 6) DRIVEWAY PERMITS BO~T~ BEACH, Fl 33435 561-375-6400 20) STORM SEWER ~VlCES FOR U.s. HIGHWAY ~E flORIDA DEPARThlENT OF TRANSPORTATION 7900 FOREST HILL OOULEVAAO WEST PALM BEACH. FL 33413 561-434-3903 FOR U,s. HIGHWA'f ONE: FLORIDA DEPAAThlENT OF TRANSPORTATION 7900 FOREST HU BOULEVARD WEST PAu.t BEACH. FL 33413 561-434-3903 FOR SHORE DRIVE eo~TON BEACH BUILDINC DIVISION 100 E. BO~TON BEACH BOULEVARD BO~TON BEACH, FL 33435 561-375-6370 11.100 Year Flood Elevation =- 6.0 12, Water detention Is required for this site, 13.Auto ports retoA sales ore., permitted in Zon. CJ exoludil'lg Installation on premises and rTJachine shop services p<<lf' oity of BO>flton Beach Planning" Zoning Deportment 14.AIl the Interior angles shown, along curves ore measured to the chord of the ore. , AVERAGE WATER PRESSURE. 59-60 P,S.I. 3) NA ruRAl GAS SERVICE flORIDA PUBUC UTlUTlES 325 N,[. 2ND STRUT DELRA Y BEACH. Fl 334a3 CONTACT: BU fAc(Kll.DRICI< 561-278-2838 AVERAGE PRESSURE - 55 P.S.I. , 5. Underground utility locations shown per os-buns drawings supplied by the City of BO>flton Beoch or as flagged in field and tied In by the survey crew. CERTIFlCA TION: I HEREBY ATTEST that the survey shown hereon meets the minimum , teohnlcal standards set forth by the FloridQ Boord of Professional Surveyors and Mapper. pursuant to section "'72.027. Florida Statutes, and adopted In Chapter 61G17-6, Florida AdministratIve Code, effective Sept.mber 1, 1981 and the minimum standard detaA requirements for ALrA/ACSM Land TItle Surveys as adopted in 1992 by the American Land Title Association/American Congress of Surveying ond MoppIng. LAND AL TAl ACSM TITLE SURVEY FORII: AUTO ZONE DA TE Of LAST fiELD SL:RVEY: 8/27/97 ~. cj 0 . ',<4), . ,. , . 0 .. fi':'" . ," $01 HPR1liPOINTPARt<W!-'f,s.uili' 117. 'o\tS1' P~ ~<)4lLoRtD", ~~ .:,~,) 1$*4$~1 . . , - ,,""",' .. Florida Certificatt N(). 3351 JOB NO:: 97....1297 8/27/97 F. ,-W4~'PO:,2" · DWG. NO. 9'7 -129 7 SHEET 1 OF 1 DATE: '._1~:'~'."- c'. ,; ......~,;...-'"~_....4"........_,..,.... __.....'-:;.,~ ,,-,.;,.~.,"_,:.-. L,~..~.",_..:_~....,.~,~.",......,,,,,,,,,,:_,_,,,,,~,"';'~J~,.,~.......~A<!.:..lo!!...o.t'''''''_A~.-''Il.'-Io:'~~.~..~lI'"..s..o~i!;:"'''''''~'~'',!I~",'t<__.'~. '_."",,~~.............~~~.~~~'V...wo..rt..~~...~~~ ....lMi --.....~...~ ~~......._~~~.........1---' -........".&JW:a'...... __~......~'-:i..I*f<I,.,..~'fIt'..........~...-..-.~...~~.~lI...:"'Jl,..~~'IfW.-V~L~__"..,~~~...-..:-~'......~'......'.~"'... '~~~......'-~...~'~ "-'~---,"''"''"'i'''''' REF: / (J~ 7 . ._T_ ': ,loi "G.J '.:1:.' ~' , ......... 'j' ....J ~' .,' <,' ": .~\ . ,,",:'. ~' I). "','" , i'. '.'.' ," ,.1'." .~ :" -.t'.. ~~. . ; "-':1 >}. "r' . . +.. \: . ",' ,....~I ,,"" '-l;' ~, ,i ,~> '. , ,"' ' L() .\ o z z~~ o () \ z(/) ~ Q >-~ ~ <( ~> 8 :J:j!:o:: o S2~ ~ 0::: ::I: ~ ~ 'uS ~ ~ ~r~ <(I I- (f) co 01 01 co -q- r-- [Y1 N - <.D N L rtJ I ::l ..c I- QJ <::> N 01 C\J ....... 0) c: w ....... 01 3: , o ....... U thence North OZ' 54' 60" East olong said right-ot-way line 0 distance of 29.02 feet to the beginning of <3 curve concave to the East having <0 radius of 7589.49 teet and a central angle of 01' 47' 40"; themce Northerly along the ore of said curve a distance of 237,93 feet to the beginning of a compound curve, concave to the Southeast having a radius ot 12,00 feet and 0 centrol angle of ;85' 18' 18"; thence NortheQsterly along the arc of said curve a distance of 17,87 feet to a point on the South right-o.f-way line of said Shore Drive; thence South 90' 00' 00" East, along said South right-of-way line, 0 distance ot 202,88 feet to the beginning of a curve concave to the Southwest having a radius of 25,00 feet and 0 centrol angle of 76' 18' 38"; thence Southeasterly, along the arc of said curve 0 distance of 33.30 feet to the beginning of <3 reverse curve, having 0 radius of 207.40 feet and 0 central angle of 22' 29' 39"; thence Southeasterly along the arc of said curve 0 distance of 81.43 feet to the POINT OF BEGINNING, Containing in 011 76,024,186 square feet or l,~acres rn.oce or ~ LEGAL DESCRIPTlON: A portion of Section 2. according to the Plot of COQUINA COVE, os recorded in Plot Book 24, Page 14, Public Records of Palm Beach County, Florida, being more particularly described as follows: ,Q I Commence a:t the centerline intersection of Shore Drive and Ocean Inlet Drive 0$ shown on said plot; thence Southerly along said centerline of, Shore Drive and the arc of 0 curve, said curve being concav~ to the Northeast, having 0 radius of 182.40 feet 0 central angle, of 23' 23' 56", 0 radial bearing at this point of North 90 OO~ 00" East, on arc distance of 74.49 feet to 0 point; thence South 00' 00' 00" East 0 distance of 50,01 feet to the POINT OF BEGINNING of the hereinafter described parcel; thence continue South 00' 00' 00" East a distance of 184,96 feet to 0 point; thence North 90' 00' 00" West. along the South line of said Section 2, 0 distance of 290,40 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,S, Highway ~ 1; EXIST. HYDRANT _.-.--_.~ ~ f 0' SHORE DR I VE -.------. < 'fr---- I I -~ EXIST, GRASS ~EDIAN --------......... ------- ~ ---- --)C- ~- - - / -_/ ---- EXIST. ASPHALT UNDER CONSTRUCTION /' - - - - - --... _--------- 60' R/W 1 - - EXIST, CONC. ~ _ - - - - \ _ _+-- - ,....'- EXIST, GRASS ~EDIAN _ I - . \ _ _ _ _ _ _ - - - _ r:t - - - - -('/ ,-->---r---- ~___----------------- L__________~ \ \ \ ---- ~8.-----------1- 85f18'18" (/l VI 12.00' ~~. 11.05' g EXIST. DEAD END - 17'f7' / ,r--y( ~G~_------ PARKING" //;0 I ;f/ ~~i~ a~~ I U .....= ~~' II VlO. ~~d " ,I col I ~II ~II o ~II 01' I .....= ~II I N~!i ~, I II I \ ! :1 ~ I' () ~ "'i: :J z'-" I ~ ~ () I w (f)z ,I~ ><0= I w - ,', cj ~ II ~ (f)\: ~ I ~ II ~ 11 w I J (D I"-.... IIf1- ~ E ST. NO PARKIN~-i--~ ~ SIGN I! u.- II ~,.-.. II ~~ 6. = 01.47'46'!..~ I t ~:; R ,= 75~9.49' NJ .N ~ ~ r,Q\ T 11~98'. I J~ >'6 ~ ~ 1" L 23,93' J 1 ~~~ ~ 0 ~ ~ I ,--f-- II ~ ~ I- h ~ II ~ a ~I ~ ~ J ~ II ~ 92.18' I (r g g 8 ~j~ I J ~ BUILDING Tf ~ en (D n ~ ~I~~ 10.00' ~ ~ II II ~ ~.~O:::!~ I~~~ ~ ... r- : '" " TPROPOSED POLE SUPPORTED SIGN I I II. . !a 0' l 10.53' (SEE PLANIS BY OTI-lERS FOR ~ I I II ?j i BOC V. DESIGN SPfc's & INFO,) \ I l.... "\.'\. I / >> MAINTAIN 10' SETBACK II I I ~ t "" ~ g ~""-.....,, "-"-)I FROM R,O, , LINE. I I 1\ I I \ i'-.' ~ ~S1? <0 ~ ~ \ 'I ::~ I I 1'<1!'1- I ~ ';;: ""'- CONST. 24" WlOE W mfl STOP BAR, 30" STOP ~ II Il~ I '~..- SIGN, & "NO LEFT UR " SIGN, SEE NOTE #21, ~ I r ll~ \ I __'---- ~ S86'18'08~E ~("\-1 I I I ~(j I "" ~ 48,25' ,., - 0 ~ I I II~ ""', I ~ ''-RADIUS TO FIT V ~ I I I 1l2i1 17' -> \ ~ I I I I ~ \ 1 ~. ~ II II \ b~ II :\ ~ IQ?~\~ I I II EXIST. NO pl~KING ~ ~ ~ I I I I SIGN r N ~\ ' ~ I ~ I CD i I 8 I all ~ \ I 'iii I .\1 V'~ - (j 0 ~(jl_ _ _ _ _ _ _ _~:~8, 0 I ,--EXISTING I ~I' t; ,I~ I BRIDGE 0 x I"" UNDER ...=11 w .....= ;z I CONSIRUCnON I H!a ~ ?jD:: 6.= R - T - L ---, ,----- -4l EXIST. ASPHALT \ -S90-00'00-7- ~ ~ -1111111 U IIII ;.; \\ 2'~ T = EXIST. SHELL ROCK ......... / (ll II II II ~ 'I / I all II 011 U 81, Nil ~f I ?j II I I I I I. . I 92 ,~ () ~ []$(] ~CONST' 2' WIDE TYPE 'F' CURB AND GUTTER (TYP) []$(] I EXIST. Lo SIGN f' I I I I. 10 I~ Ii' I~ I ____.J 12,50' = = == == == U)I {fA!) o ~PAINT 4" WIDE WHITE PARKING STALL STRIPE, TYfl, SEE NOTE #21, (0 ..- .0 '(1- N ,~ 8 10' TYP. c.o 10' TYP. 8 . /0" ~~ ~ CONST. 24" WlOE WHITE STOP BAR 30" STOP SIGN, SEE NC TE #21, w N .Ii) 45' ~ -- 5' I- & ~J ~ 6'. f :;;: ;""1 -~- SE 5'18'08"E - -- -; 9,93' BOC ~ ~ ~ ~ ~ ~ l~ I ~ OJ c: r= c.o 0(.0.1 Z N C) ->. :::l f"'\ -- .(/) l1.. (/)z O(/)zo z~gi= o....J<((3 i=a..oc;: <(wo- ow....Jo S(/)o::lt ,.0 (/) w0l1.. I-z 0 <( (/)z ""i=o::<( ::!!:Iw x0I . I O::::::il-I- &:wo25 a..~>-w <((/)(DI I , g 1l'i I") 76,00' 13533' 59,33' IF-- I' r- COt\ ST, 2' WIDE TYPE 'F' CURB ANC GUTTER (TYP) (}) -- -- -----.., """l C )NST, 5 WIDE C )NC, SI EWALK (0 (:)~ NI- ?s. 1 I I I I I I to ~ 10' TYP o a.. ~ ~ Q ,~, ~ J '\"{~' == 1=== , = = ;=:0 92,10' I BUILDING T E in f"\ II 16' IL ....- 73,33' V SEE DETAIL FOR HANDICAP STRIPING, SIGNAGE & DOORS RAMPING z <( a w ~ r ~ Q :1 l"I"f"I/I/~~~ ~kf; ~ +-CONST. 4' WIDE t l. - CONCRETE SIDEWALK, ~ ~ ~ p.o ~ ~ ~ 01 <(~ ~ ~ ~ ~ . ';:-0,50' ....J~w ~ to <(Q::w . ;: (30(/) , ~~~ f9\ ~ Z I 9: \..:J ~ _a.. 0:: <(~F a.. 1.,.aJ (/) ~ o~ ~I- 20' ~ TYP, ~ DOORS r-: (/) x w ~ V CON ST. CONCRETE TIRE STOPS, TYP, SEE DETAILS, I ~ AREA = 7,234 SQ. FT. V' . ,~- : ~ ~________ ENTRANCE (:) o o o ~ ~ 20' TYP, . I~ . ~~PROPOSED CONCRETE 11) BOLLARDS (TYP) .~ I") CONST. 6' WIDE -..... ~ ~ 0,50' CONC. SIDEWALK ~. " 16' Il If I 35' r P. I sr-- -- CONST, 5'x5' " CONC, PAD DOOR~ ~ o o " 73,33' 6' ---- CONST. 6' WIDE CONCRETE SIDEWALK, co S; r -...l o to Z 01 C'l ->. :::l f"l "- CONST. 4" DOUBLE YELLOW STRIPES & 6" YELLOW DIAGONAL STRIPES @ 5' O,C, I II ~ \ () \ :1 ,\\x.. ~\\G '0'0\\..'0 v VI o o. - - ---.... " \ 76"1\' 38- 25. QQ' 19.64 33. 30 ~ A_23^2J'58- A-74.49' Rs182.40 6.= R - T - L - ~~ '\ \ ~'S.o' ~ '\ PIPE ~fP'LUG ~\ & \ \ ~ \ \ ~ \6- 2A~~9- \" .\ '-R = 2Q7~~ \ ~ " ~ 1\ = 41. 24' \ \ l:)- L ~ 81.43' \ \ ~ \ \\ \\ ,,\ \ "- '\ ~0 '\ 'l ' p.O.B '\ '\ ~ :'\~' ,,",, '1- '",- '" "\ '" 1"' \l-- \I II II \~ I~ l~ \1"- u..- 2' \I \I \I \I \I \I I I I I Iw 110 10 ig I. Ii I . I~ \0 I~ 15 1 I I I I I I I MlN, CONST. 6' HIGH STUCCO FACED MASONRY WALL SEE PLANS BY OTHERS FOR WALL SPECIFICA nONS, - r-- I I ~ PROPOSED DRY RETENTION AREA SEE SHEET 2 ------ -- ~,,",aT6 EXIST. SPILLWAY ~ (JJ -...l ~ SOu1H LINE SECTiON 2 _ _ _ _ _ _ _ _ -*"290":4~ - - - NORnt R/W LINE BOYNTON CANAL -- --- N90.00'OO"W r--- I 1 I I )11------ - - - EXIST. C,Lf. ZONE C3 BOYNTON CANAL ~ I . ..- GRAPHIC SCALE 10' r 40' ~ 20' 0' ~ a ~k ~ '\ '\ '. '\ .~ '" ~ '" EXIST. ASPHALT EXIST. 1-STORY GARAGE f,F.ELs8.95 _---)6--- E.O. W. EL...3.23 ----- BOYNTON CANAL - ~CON 5' WIDE CONCR JE SIDEWALK, 20' 4 ( IN FEET ) INCH = 20 FT, OWNER / DEVELOPER: Autoione, Inc, 60 Madison Ave" 1 Oth Floor Memphis, TN, 3810.3 Contact: Wade Davis Phone: (800)-285-2223, ext.8701 CIVIL ENGINEER Bussen-Mayer Engineering Group, Inc, 100 Parnell Street Merritt Is, FL 32953 Phone 407/453-0010 Fax 407/ 454-6885 Contact: Scott Nickle, Project Manager GENERAL STATEMENT: (f) ':J :::i: ()J o SITE o z >- ~ ~ r vi :j, T BOYNTON BEACH LVD, e: OCEAN AVE, LOCA 11 ON MAP N,T.S, 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 Area ( ac.) 1,75 0,17 0,80 0,97 0,78 ~ Site Building Pvm t/Sidewalk/Curb Total Impervious Landscape/Perviou s 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 spaces Parking Provided; 46 spaces (incl. 2 handicap spaces) . Woter 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 provided by a gravity connection to on existing manhole located in Shore Drive The proposed development for this site is the construction of a 7,234 sf single story Autozone auto parts store, together with associated parking, drainage, and utilities ..... ~ '- ~ 62 ZONE R\AA (RES\OENT\AL SINGLE F AM\L Y) Fire Protection: Fire Protection to the site will be provided by an existing fire hydrant located at the north intersection of Shore Drive & U,S 1 BUILDING SETBACKS: REQUIRED 20,00' PROPOSED 92,10' 79,64' (PROPOSED LOADING RAMP ~ .\~ ..::::'!:::- O 0 1----1'---- PROPOSED DUMPSTER PAD ENCLOSURE, o 0 (SEE DETAIL) ~o ~ " ~" I........... "I " " \ ", I I I / \ I \ \ \ \ ~ \ -- "'- " FRONT SIDE 15,00' 20,00' 101,75' REAR GENERAL NOTES: 1, Contractor to verify location of all existing utilities (underground 'and overhead) prior to the commencement of construction, Any utility conflicts shall be reported to the Engineer prior to commencement of construe tion, 2. All construction and site practices to comply with the City of Boynton and the current zoning ordinance, 3, Boundary and topographic information shown hereon provided by Wollace Surveying Corp; dwg,#97-1297; 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 an above ground "parking by disabled permit only" sign, mounted at a 7' height and complying with F,D,O,1. FTP 25, Index No, 17355, 7, All applicable permits to be obtained before construction commences, 8, All required parking spaces, dumpster plJds, and 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 ' All parking stall striping (except handicap space) and directional arrows shall be white, All stripes are ta be 4" wide, unless otherwise indicated, 10, Water for firefighting shall be available for use prior to combustibles being brought on site, 11, Contractor is responsible for restoration of any existing pavement, sod, landscaping, irrigation, sidewalks, curbing, utilities and drainage systems damaged during construction. All damaged areas are ta be restored to original condition 01"" better, 12. Project benchmark: PK nail & disk in power pole Elevation = 13,00 13, For areas outside the 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 all items noted to be removed, remove not only the aboveground elements, but all U1nderground elements as well; 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 are 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 bi.d prices, are costs for complying with the the Florida Trench Safety Act (90-96" Lows of Florida), These bid prices are to reflect actual costs for complying with the trench safety oct (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, Beach, 20. This property is located in Flood Zone S, according to F,I.R,M. (Flood Insurance Rate Mop) No, 120196 0004 c, doted Sept. 30, 1982 21, All troJffic signing and pavement markin9 shall comply with the U,S, Department oJ Transportation Federal Highway Administration Manual on Uniform Traffic Control Devices, NOTE! ALL PAVEMENT DIMENSIONS ARE TO THE FACE OF CURB,UNLESS OTHERWISE ~ NOTED AS BACK OF CURB (B.O.C.) ~ 1 rn LU ~'V'~ ~( C:l 1Xi. a.: eo ~ ""'" r- ~ , ,\ ,~"!3~ot "'';9 ~*'~-'~i"-'" t!J:~.,~~ t'~ ....9. '~ n" ~ I'; ~M :>> 8 o ~ '- " ~ ~~ - , :; ~. " fa C ~ - t:l:: Ci!t:l:: c: ~ W. '- tI f~ ~ ~. C 0. " g (J) M IJ) =- lID 1 of 5 ~ a1f1 L() .1 o z~ o '% 0>- <(i Oa Cl::::i: 1(1) ~r <(I I- (J) en C)) C)) co LD LD "" ('\j - lD ('\j L ru .:::E ::J r: f- w o ('\j C)) ('\j -- 0)' C l.J.J -- c;n 3: o -- c.) LEGEND: NOTE: Contrac,tor to provide tacUe surface at ends of sidewalks that are flush with adjacent vehicular traffic areas per ADA requirements. _'8- EXISTING GROUND CONTOUR PROPOSED GROUNO CONTOUR EXISTING SPOT ELEVATION ~ I 16,5 ~ ,1, x )20,551 PROPOSED SPOT ELEVATION -10" V{'M- DENOTES EXISTING WATERLINE - - - -8" n..- - - DENOTES EXISTING FORCEMAIN ' A DENOTES EXISTING GAS LINE DENOTES PROPOSED DRAINAGE FLOW DIRECTION -G----G-- ( I ~~ \ ~ EXIST. HYDRANT ~ z o F () ::::> 0:: I- (f) Z o () 0:: W a z ::::> >- <{ 3 a <{ o 0:: SHORE DRI'iE ---~.~ ---------- " '?l:1'tJNDER CONSTRUCTION I' - - - - - - - EXIST. GRASS MEDIAN _ _ _ ) '?l~" :; ,~ - - - - - --. ...-MATCH DRIVEWAY ELE\lADON - EXIST. CONe. '\.. _ ,\)~:- - - - - - ~ - - - - - \l~~";) ..If :--:-:~ ~D'E" DETECTIBLE WARNIN~S ~ t r --.:- EXIST. GRASS MEDIAN ' _ - . - - 9 \ PER AD,A:..-REQUIR~~TS _ _ _ - - -r - - - - ~~, ~" _,~~ " , - 4-- - - MATCH DR I VI.WA Y .-IQ...E}ill; / B... I -...1' ~ ~:1~" ~}1~:O ~,~~ '\ ~ -~ - - - - - - - - - ~:UP.-orSHORE DRIVE '0 t- r'\.~ EXIST. ASPHALT ";)t. \)'J,: - ,~ - - - I - ,0>5 (j \ :'\ ~,=>t. MATCH EX\6TING PAVEMENT ELEVATION; ,< ~ \CONST, 5' WIDE CONC, SIDEWALK '\ . '\)'_ _ _ _ - - - ,'\)' \ :o"J ~:11- _ _ _ _ _ .:k'Q- _ _ - - - - -...... I PROVIDE 0 TECTIBLE WARNINGS PER A,D,A, ~ EXIST. SHELL ROCK ,'0 m711 \~ ~95 ~ - - - - - r;;;;l r;;;;l " REQUIREME TS 2 ~\), ~ ..J EXIST A1PHAL T _ ....l q :O~/~ ~ ~ ~ '" " ", ~ ,t. -I, EXIST., ~DE_AD END_~l 01 ,1- - - -E5" - + A:;::-;::;;1 ;_ ~ ~ '~ ,,\)~' NOTE! ALL TREES SHO\^IN ARE TO BE PRESERVED ,!S1~ _ _ _ - - - -...- - ,\)~/. -............... ~ I/~ 1&14 ",'0 t\.'4...... ,\'?l>II<~. FLAGGING IS TO BE ERECTED AROUND DRIPUNE ...,..1- - - ,/ , ~ '-... ^ 1 -- ......J...-" . ,~ OF EXISTING TREES, AND AREA AROUND TREES IS ~') ,-' ~,\)> 1- -~:"~g;J-- - 'ff. 1~_ -~ <;,~- --=- ~ \ TO REMAIN UNDISTURBED, /11 Z '.. ,,'j.... ~- -s;. 1005 --------CONST, CURS ~ 10 9,80 n"DA'ftPALM \ EXIST. NO PARKING II I I ~ 1021 ,\ ~ I ~ ' TAPER (TYP) CLUSTER ~ . (\ SIGN "" /1 ~ Y _ 'l-~.?,.i> \ \ ,~~_ ~ I~ g II I ,,---- -11- B 1'_~~ \ ",~\) ~~\' \ - ~~ ~ Fir ::L'~ /L,---r ~ ~ 6~" \ ~ \ ~~~rfr ^~ B .~~~-,,~-"'~---=~------t~--I----- '-----" .'\ - 3' 1 ~~' ~:Jd Q I' ,'" /' ~ B.'" I "50 "" ~ ~y ~I "'., \)\\\\~~\) ~ tii ~ Ii ~ I I g 1195 ... _ r;,-;oI \ ",.,,~. \ 8~d ~ ~ II Ik~ ~ -v-...... ~ 'l\. \ -J'" ~ w ,I I \,~ \\~'" \ \ .., Il 200 ' \' .' ,00 I ::; oJ ! "', ~;';.r- P A YEMENT (TYP) ~ ~ <, I)'~ \,. ~o" '\~.", ~,I O:L I /".... ~ .... oi ~ ' ~w ;; ;; 0120 '~'1- "'1,1 I-;;i BENCHMARK :',...." ~ ,.A"" - ~ .:.\?.p 90 ~ \.~' :J ~ w~ P.K.NAIL & DISK 4 / "'" ~ ~ l/1ii' ~ \., ~ 5:: ~ IN POWER POLE I "" ~ /f .~- ,- '" ~i1 0 '" ~ ,1,/ ~~ EL.=13.00 (SEE S 1Y) 11185<<1'/ ~ E ~ ,_D 88 ", 'O\) V> ~/ V\ ,. G I ~ ~ ~ c;S)"A \. 'Z' B 5 '\)~t.11 < [3 ~ ~ /" ~ \ EJ :: ~ \~ .~, ')\.~X; '\. OI ~ ,\)' II I./, /\~ 1210 \ 3 '" >- ~ " i "" g/'. r., · .. ./ V\" - ~ . ~ ill ~\4. "" ~ d II .. IW2l g g I ,--/ r.:;-;; ~ ' 0' 0.' \10. ~:J ~ ~ ():3 'ii ,,\ '" ~ll ~ ~ ~ ~ ~ ~ ~ ~ /~~ ~ 25~8f]; ~ '" o,t.'Jit1- ,;,~ \ )-.r, ! ~~0 B, I~ ~ @ ~-15' ~ co ~;~~ ''?l~II~' .7/ \ : G~tj - ~ 121 \ 0 8~~ ,\). II ~ 1/ I' dwC5 ~.V--l zO o~ VI' ~ I....J a::: a T12031 PROPSED ROOF ~ I""" 0 ~ ~ 0 ~ I I 0 ,~ ," i ~ E ~ sP J i L:.:::J DRAINS (TYP) ~ ........", ~ ~ L5 '3':;- I': ~ f~:p~ T ER ! ~~~~ :,40 -'.' 8~ -- _ ~ ~~:~~ I V'l "J 1 Q.. W 0 12,4.3 ..... -I I- 0 > ~I x ,\ I IO-i ~~ ()oF8~ '\)'~'OII w ~ : ~~~ · G2.531 ~ <. () ~ ~~~~o ,\)' II ~ u- ~ ! ~[~ ~ · AREA = 7.234 SQ. FT. C := ~ <. ( .. 8C5~~ci: ----11 0 2:5~ 11~~ ~. \:' ~1 FINISH FLOOR ELEV. 12.60* t 15' 0) [ ,...: Exr~;GNNO PARKING ,II +: ~g~~! -1". c..*' ~ * 100 YEAR FLOOD STAGE It" Z V>xQ.. ': ~ - I '" ~2:5Ui6 1 ~wCL . ~ I ", 0 0 Z I- ' 1 >- / . . '\)~~II G ~ \ e: tj: ~: f iJt:- · T;2"5;l \"11 I-<(Cj Vl'~W LO: zl- ~ -' Q..~~Q.. a, Ooz I ~w ~o== W . I 0::':: <(a:::i5tj~: ~C5 II I-...J a:::wwz '~I Vl> .~ I \ w~ Q..Q..~z Oll 6<( · ~ ~ ~I )~~ ~~~~ y~;::1 oQ.. ~. ~ ,,~II \) G~ ~~-i~ ~' a \\)'\)':>o I ,,:: <( F I - 0 ro if ~2'4.3 ~,'I ro ,a:::ZF o II )w~ tno<(~ 8 ZW~I- t3 II OIOW ~ o~no N ~ J n ~t. n ti B -- \ \ ,'1- I I q,1 5 0:: ').t. ,,>'0 r;769l I \ ";)~I I'"~ ~, I' "8 ~ 1137 \ I ,'1-' I I 8 \\):1' \ ~ '--- ]" \ \ II \ \ II \\ II >-o~ 'ia-\ 'J \ \ I j(O j g ~ A tr-b ~i IB A \ \ ~\" ~C5a::: l I ,.t>c~ ",=>'0 ~ j \ I ,.,,'O\) II u' ' 0 ~ \), I I ~ \1'''' I ~5 ~~& ~ I 1 C_____ \ \ I I~ w 0 0 ' I 1'\ \ \ II: ~ci~6 I: 11116jlCONST' CURB : I \ II~ . 5~w I .L L.:..:..::.J TAPER (TYP) ~: w Q.. C5 0 I [' ~ 1110 II ' I \ I I t>c'J ~ ~ ~ I ~v ~ ,,-J" \~'1-~'1-II'~' ~~~~ ,,>"J ~"l 'P~ \ I II ,0 ~ ::i '(I ~116.3 ~REMOVE EXISTING SIDEWALK AND \ \ I 1 ~ I t...:..:.=..J CURB WITHIN PROPOSED DRIVEWAY I I II EXIST. NO PARKING"i 11,57 AREA ~ 1 SIGN '0 ~ \ ,~\~ 1 ",=> ," I ~ ,,~:'\" ,~ i .( I 8 1 \\:l :> W \ L~l~o. _ '~:\ ~-', ~"~ ";),\) I ,---EXlSTING-I--~:~1 t.; u~"() __----- , 'I BRIDGE 0.... Ilu ~6-- UNDER ..=II ?j, II~ 5 - ~o,w. EL.=8.ll I CONSTRUCTION I,,' B ~ ~ GRAPHIC SCALE 20' I 40' I 20' 0' ~ 10' ~ (IN FEET ) INCH = 20 FT, 1'0 ",~o ........,~' ((l ) I I 'I I I ~', I I all 11,011 <ou,~'~11 ,,~ NIl ~r I ?;51 / :;U ,~ t." '\ ", a ~k ", 1'1- 'A\. " ,,~' ,... ., 15' (,: 3 TO BE. SODDED ...J ro F.F,E,=12,60 'J~ ", " ~, ~, z ," <{ a w ~ y {'o -:.f. '" 'O~ ~' , I ...... \1-- "~\ ........................ \1 \...... ~,t." ;; ....-- CaNST, 6' HIGH \STUCCO FACED '; Y' MASONRY WALL ~SEE PLANS BYI \I OTHERS) I I II " \ \~~ " \r~ C )\." \ 0 II . \~\? \I \) ~~~t '0 \. I~' r - -;:, "" ~'J'1- \1-+- 1\ \ ,,'J 1\ ~ ,'OJ ~, I \ -------r- BACKSLOPE TO MATCH EXISTING ~ i GRADE @ 4: 1 SLOPE (SOD)-(TYP,) 1 I I '?l' r- - - - 1\ ~, \ \ ~----~ I~ I II I~ I I: I I 10' I \~ I \' \(;S I I I I ...J I L---- I I ...., ~ '- r-: (j) x W '0" ", ~ :2 1'2' ---00 - _._~ ------ ---------- d \ ,...: .......--. I ......--- - to- I- ~ I- -I- - ~ - ,- '1 C; ?l d),.J. ... ~ oQ9~9C; q c: C; EXIST, ASPHALT ~ 1'1- ," ~ i" ~~ g-. :t..J ;! co \Il ~ -I o 9' ~ ~~I / /' DRY RElENTI 0 N AREA TOP OF BANK (T,O.B,)= 1,0 BOTTOM (BTM,)=7,O SIDE SLOPES=4: 1 25 YEAR 72 HOUR P AK ST AGE= 10,73 MAX, OUTFALL RA TE~ 0,42 C.F,S, I II ," 1 / ~ l~~ '0 r- g EXIST. 1-STORY GARAGE f,f.EL.=8.95 I . ~ ~ T.O,S, _\1------------ CONST, TYPE 'F' INLET RIM=10,76 IN,=8,OO / Ol f'. ~ci< !~ ..- oi <, OJ . f'. ( ) CONST, MODIFIED TYPE ' , OUTFALL BOX RIM/TOP OF SKIMMER=l ,75 3" PVC ORIFICE INV,=750 BOTTOM OF SKIMMER- ,00 8" PVC OUTFALL PIP. =7,00 BOTTOM OF INLET= ,50 (SEE DETAIL, SHT, 3) anA, / ...I 8TM. 10,75 - -- 55' :',- t 7 I I \ I INSTALL TEMPORARY STAI<ED SILT SCREEN (TO BE REMOVED UPON COMPLETION OF CONSTRUCTION) , ~ , EJ.... < :::: -- - ------+- CONST, 62 L.F,-18" RCP @ 1.61% w/ 4: 1 CONC, MITERED END; INV,=7,OO 7. 8.0 -- /,0/ -9.0 10.0 11.1.)' 38,00' \ \ / 7 ~~ ~ ~ \ . ~~ T,O.8. ~> ~\ \.V_ , ~, ------ -------- ---~-- -- ,,:. . \" \ ---- _If__-- ....--CONST, 45 L,F, 8" PVC OUTFALL PIPE @ 2,22% ~ '?l:'\ -t-3,- - -- EXIS;'- ~F. ~ ", r - \ , ,,) /(' I \ EXIST, SPILLWAY ,o~ '?l:'\ '?l~ ~~ ~ ~ /\ -- \ E.O.W, EL=-.3.23 - ~CONST, CONCRETE MITERED ENDW/ SPLASH PAD; INV.=6,QO "0 ,\)' ~ ,\). I I BOYNTON CANAL BOYNTON CANAL STATE ROAD NO.5 ... AUTOlONE SITE w Z :J 3' 7'1: PROPOSED DRlVEWA Y 4'1: 3' EXISTING ~ PAVEMENT ---- MA TCH EXIST, EDGE ~ OF PAVEMENT (TYP) PROPOSED VALLEY GUTTER (SEE DETAIL, SHEET 4) SECTl1lli 'A-A' N,T.S, 25' AUTOZONE SITE 5' W z ::i >- I- a::: W Q.. o a::: Q.. SECTION '8-8' N,T s, BOTTOM=7.0 ~ \ PROPOSED PAVEMENT SHORE DRIVE 5'1: PROPOSED DRIVEWAY r EXISTING r;x' PAVEMENT G ,,<:>' /_------ '- MA TCH EXIST, EDGE OF PAVEMENT (TYP) AUTOZONE SITE W z :J ...J ...J <( ~ lJJ ~ <( m o ~ l'- ~t," C'1 Z ~ ",,''- :e '" t\.~ VARIES (SEE PLANS) DRY RETENDON AREA 16' VARIES 16' TO BE SODDEDI'" TO BE SEED AND MULCHED TO BE SODDED TOP OF BANK=ll,O EXISTING GRADE TOP OF BANK=11,O - - - - -,- --- - -~ "" ,,"-' -- '-- -- --- - -- Cl ~ ~<:>-o- 12' Vl co U ~ V> X W .sECTION 'C-C' N,T S, CONST 6' HIGH STUCCO FACED MASONRY WALL (SEE PLANS BY OTHERS) MA TCH EXISTING GRADE 2 " I~ 9 ,~ .~ .trJ I~ 10 I .. o Z 0:: ril ril Z ..... ~ trJ ~L l() Ol lU {") :::>> o ... .( ':!l 5 ~t " ga re c: ~ - ..... G1~ c ~ " &i~ :n ~! G (f)l e ~r . ~~ C 0. tal g U) ~ tJ) :) It.! of 5 JO'F1 L{) z .\ <{ 0 a w z ~ Z~ 0 ,....: F (/) d 0 x ::) 1% 0::: W 0>- r- (/) z <(~ 0 0 0::: 'O~ w a z 0::::% ::) >- 'uS <{ ~ w r a <{ 0 I- 0::: <( I- (f) OJ 0'1 rn - - o o lf1 c'ri - 1.0 C\.I c.. ro ~ ::J .r:: ~ ClJ o C\.I 01 C\.I ./ en c UJ .....- 0'1 is .....- '(j ~ I . ..- \ EXIST. HYDRANT "f \ \ l-. ~ " \ '------r-- l 1\ I ~I 'I EXIST. CONe. ~ I \ \ EXIST, SANITARY;> J j MANHOL ,L- - - - - - - - - - I ?Ii -----:EN CU~:STI:::::-<1/ I \~ FOR SANITARY ~-tAiERAL \ \ >< INST AIJ.AlION~EP AIR PER \ \ w _ ;-GE"f70.[; RESTORE AND RESOD ALL PERVIOUS AREAS mAT ARE /' \ I DISTURBED 'MrnlN RIGHT OF WAY. / \ ~ _----_ 0'(' \ ------ ......... / \ \- \ CAUTION! CONSTRUCTIOJl( SANITARY \ \ SE~..B .EJP..E. U-YA-REetJlRE GNIFlCANT \ ~ - -"bEWA TERING. CONTRACTOR I ~ESPONSIBLE \ 1'\ FOR OBTAINING ALL DEWATERI"~ PERMITS. \ 1 EXIST. ASPHAlT \ \ ~ \ \\ -------M---......, '\ \ ~ , \\ \\ ~ \ \; \ \ \\ :\ \ \ \ \ \ \\ \\ ~ \\ \~\ ~. Q \ \\\ ~ \ \ \ \\ - ~ \ '0\ \ \\ \ \\ \\ \ \\ \\\ \~~~ a \' \\ ~ \ '\ -I/k '\\ '\\' (<' '\ '~ ~ ~" "" ~ {'a \ \'" \ ~ \ '" '" \ " \ "" \ 'l' \ \ \...... \ ""-\ ...... \ .......' 1: ~- (___--~ \ ~............. \I ~X\ST, ANCflOR\ I (TYP,) I \ I \I I \ I \\ I \ \ \I 1 \ \I \ \ \I ) \ \I ~ \ \I _--- '" \I r " \I I II \ 1\ ~ \ I I \ \ I I l~ l~ l~ ,0 l~ l~ I \ I I I I I \ I ~ EXIST. 6" W.M..:..._----------- ----- - - - - - - - - -E-MAIN EXIST, SANITARY ~~~~,oC:NITARY EX\ST..:- 10"YORC _ - - - - - - - - ~, MANHOLE RIM EL.'"'9.66 _ _ _ _ _ _ _ _ _ - - - - - "R~ EL.=9,68'" INV,EL.=-4.34 , - "" -- EXIST S"W.M. SHORE DRIV~_ ~==_~ UNDER CONSTRUCTION I' - 'r- - j l EXiSt _ _ -... I EX, LIFT _ _ _ _ _ _ - - - - - - - - - \ _ 1 -\:y1.ATI()1\l J - -- EXIST. GRASS t.AEDIAN I \ -4- - - -=0/11- =- ~ _ -.: ~ ~ -= _ ~~RE DRILL WALL OF EXISTING ut:fS~ON; ~ - - - - - - CUORD-rnm-'MrnPALM-BEACH COUNTY UTIUTlE~ FOR DETERM~ATION OF .-I1s=I!i.U{VATlON \ r ..J EXIST, ASPHALT \ -~ \, \ GRAPHIC SCALE 20' O' ~ 10' jT 20' L I ~ Jllr./l II I ~ EXIST. SHELL ROCK 1/ 11 I S EXIST. DEAD END II ~ ~.::~ ------ --- II' , v ' .1j I EXIST, NO PARKING~111~. II SIGN /.l I; " 11 ~ Ufll z ...............t1JJ'1 ~w~ I~ ~j a~~ I rll ~~~ II II ~ Ii cd II II I'll CD I , I I all I I 011 j J ~I I ~ U I <J> . I .... Nil I ~II j (j I I I " I I~ IIII I III I III Ilj I t~ Iii IIJ~ III~ Ijll;l ~:~ In~ ll~ 'II , ~ EXIST. NO PARKING------11III; SIGN I~ : 11~ II~. i/H EXIST, WATER { 'II METER I I H ~h~ ~ ITf a II{ I o III L 8 ~ III 'N ~ I ~ a I ~ et: I I { \ I \ \ I ( IN fEET ) 1 INCH = 20 FT. ........... / (l) I I I J II ~I I I al: I I 0 II U 811 'NIl ~II i'j I I lJ CONNECT TO EXIST. WATER ME Wi 1. PVC WATER SERVICE ~:.,6. SANITARY SE~R CLE\T CON ST. 6" ~ SANITARY SE\\ER LA TERAL 0 2. OO~ \ CONST. 6. SANIT \ SE~R CLEANOUT \ \ in I"') CON ST. 1" PVC WATER SERIACE/ 2' . ~ EXIST, SANITARY MANHOLE RIM EL.=8,61 INVEL=-3,19 \ \ \ ) , '~CONST. 6" SANITARY SE~R ClEANOUT . 10' ~ AREA = 7.234 SQ. FT. FINISH FLOOR ELEV.=12..60 l/) . . PROPOSED DRY RETENTION AREA . ~ . -- . . in ,.... I I I .. CONST. 6. PVC SANIT AAY SE~R LATERAL 0 2.00% . EXISl. ASPHAL 1 . . . I I I !-----, I I r----., , ' , EXISl. , ',-StORY , GARAGE , , f.f.EL....8.95 , ' , ' , ' L-----' CONST. 6. 45' BEND EXIST, TELEPHONE RISER BOX CON ST. 6. SANITARY SE~R CLEANOUT CON ST. 1" PVC WATER SERVICE n 'n \ I II II II \ I I I \ I I I II II II II \ I Il~ \ \ II~ \ I Il~ \ I 118 I \ II': II II~ I \ 11{j \ I II I \ \ I II \ \ II \I 11 I 1 ~\ I ~ I m Ii I ~ j alii ~ \ I !Q I ulll U~ ~(jl________~:~8 0 I " EXISTING I ~II ~ ~z I '--- BRIDGE~' ~ \I U UNDER I-~I w II"'; 3 I CONSTRUCTION I . ~ < {jet: CONST. 1. 90' BENDS ~- ----- --- _It-- -- - - -)to- - --- == --- -- EXIST. NO PARKING SIGN -- >6----- - - EXIST. C,Lf. )f----- --- r- \ \ I E.O. W, EL.:a3.23 ----- -- - ----- --, -- To. W, EL...8.16 EXIST. SPILLWAY BOYNTON CANAL BOYNTON CANAL 40' I CLEAN OUT RING & COVER U.S.F. No. 7621/RUSSCO C762 /1" (TO .occoMMOOATE SOD) ,tf.I 'Z :S ;~ 'ti:t I~ ~~,,, /Kt:(('(( ~A"~; /~/~(~ %>>") / //~/~ ~>>J~ ~\~y~ ./~./~/- r:z:1 ~ Q 1. CLEANOUTS TO BE LOCATED IN GRASS AREA WHENEVER POSSIBLE. 2. CLEANOUTS SHALL NOT BE INSTALLED IN TRAFFIC lANES OR AREAS UNDER HEAW TRAfFIC LOADS, 3. THE COVER TO BE MARKED .SO. 4. CLEANOUTS TO BE INSTAll.ED PRIOR TO WATER METER RELEASE. 5. NO 90' BENDS SHALL BE USED FOR CLEANOUT INSTAlLATION, 6. THE DEVELOPER/PROPERlY OWNER OR ASSIGNEE SHALL BE RESPONSIBLE FOR CEANOUT INSTAl.LA.TION PRIOR TO WATER METER INSTAlIJ\T10N AS SPECIFIED BY THE DEPARTMENT. 7. A CONCRETE COLlAR MAY BE REQUIRED IF CLEANOUT IS LOCATED BETWEEN DRIVEWAYS. SPECIAL CONSTRUCTION DETAIL WILL BE REQUIRED. lYPICAL CLEANOUT INSTALLATION w J=- et C F 2 ..~.:"'%.l.1kW .....,,""" CC: t.l.. <:0 en en ..... ~ ~ ~ c1: :e .. o z ~ r:z:1 ~ - ~ r:z:1 Surface Joint Existing base Min. .38" Cover reqUired. Stoge 12 Replaced base material (nme or aheH rock) over ditch sha. be twice the thickness of the original base. Stoge '-';-t 1 i' ~ GENERAl NOTES: 1. See Notes For Typical Trench detaH for backfill and bedding material apecirtCationL 2. Bose material shall be placed In ff layerl and each layer compacted to ~ of maximum denaity per MSHTO T -180, 3. Asphalt concrete pavement joints shaD be mechanl- cony sawed. 4. Surface treated pavement jointa shaH be lapped and feathered. 5. Surface material wlH be conaistent with the existing surface, Th. affectted area sha. be restored to equal or better condition. 8. The developer/contractor shaH be responsible for compliance regarding On)' additional specifICations as required by the property owner. (FOOT, County, City, .tc.....) 7. ExcavDtable "F1owable Fit with ultimate compresslv. strength between 50 and 150 psi may be used to substitute for the backfill and base materials. ~ ~~ M ll) :>> O)ll) N,;CO o "',:~ '- <III .... di~ 'V iEi'-t ,en ~I~ c: ,;0 ;: ~Jf " :~ " !~ c ,~ a, I. e 10 W '.-4 .:0 o '- II ,'" ... Ill) . '-t h Ci b '-t e 1_ I.; :~ I~ '0. DENSITY PROCEDURES: The backfil for the first arwt second stages shaH be placed in ~ layers (compacted thick- ness) and shaH be compacted to 98" of maximum density os determined by MSHTO T -180. ~ The contractor shaH provide adequate compacted fill beneath the haunches of the pipe, using mechanical tamps suitobl. for this purpose. Thle compaction applies to the material placed beneath the haunches of the pipe and above any bedding required. St(J(le 12 The contractor shaH obtain a well-compacted bed and fill along the sides of the pipe and to a paint indicatin9 the top of sub-grade material. PIPE INSTALLATION UNDER EXISTING PAVEMENT - OPEN CUT I c: " U) U) ~ &Q NOTE! ALL WATER AND SANITARY SEWER CONSTRUCTION SHALL MEET PALM BEACH COUNTY UTiliTIES SPECIFICATlO~lc ~ (LA TEST EDITION) \\ ~ \\ \\ W ~ ~ 1~~ ' 3 of 5 ~ fJ,,1 Future Curb And~ti3 Gutter Construction A 0& 20' R Or As Shown On Plans 1'-10"-4 -- C 1'-2"i --1-} ~ "fExp. Joint ,t- ~ . -A '--c ---B Valley Gutter Curb And Gutter PlAN J' -10" I- ~r I- SECTION AA 6" /'-6" 1'-10" "~'R W r C\Jr-= ~ .t li ~l r I'-~' t "I U7l~~[ .1 3'-0" I' -2" -~ ~ .~ .-1 \S/ ~'l- ~ .1 5'-0" SECTION BB tw~ lLJ I ~ 3'-6"---l SECTION CC 'I~ ~,. \ ~r l~ [ VALLEY GU TTER N.T.S. o :> 0.: , a-t \ \ CONCRETE MITERED END; ] 2: 1 SLOPE I a N - 2' -......... ----" a N - ~ 2' ~ ~, ~ 4- p, V,C. - - -- - - - - - - CONCRm IolITERED END; 2:1 SLOPE NOTE: USE 3000 P.S.I. CONCRETE 8" fI f-fI b To ~. (*_ . ~ -,.... w ---c- 6i Std. ~ 'Y -L fI MIn. I: a- ,I 2' -(/ ,I *Note: When used on hIgh sIde of rO<KJways, the cross slope of the gutter shall match the cross slope of the adjacent {X1Vement the thickness of the lip shall be fI, unless otherwIse shown on plans. TYPE ~L · 'F' CURB & GUTTER N.T.S, PER PLAN 1/4": l' SLOPE MIN AWAY FROM BUILDING A . .'4 . . I , 4 ~ " ': ' , '. ~,' .. ' ,. 4" .' . .". " .., , ,~,' · 4' ~, X.'~'" "- \~ SIDEWALK FOOTER NOTES: 1. USE 3000 PSI. CONCRETE. 2. TI-lIS DETAIL IS FOR SIDEWALKS LOCATED ADJACENT TO PARKING. ALL OTI-lER SIDEWALKS TO BE 4" TI-lICK AND WILL NOT REQUIRE A FOOTER. CONCRETE SIDEWALK -- 5' .... I N SPLASH PAD - :S' SPLASH PAD 00 .. -::;.~. \~",. P.V.C. MITERED END DETAIL (OUTFALL MITERED END) N.T.S. D x IS" IEr U' 3 3 4 4 5 & 2"7" 2 -I(/' J'-5' 4'-3" 5',' 6'.(j' 5',9" 7' - 8" 8 -(1' / ~ Sod I-Y / B~eled Or Round Corners 11 0.. Grat. ~ ~s '1' o o ro m m ...... Ii '" "" I I I t:2=: ;;;;;... :::s; L.-- ~ b::::: F t=a- J,...:::::= .....:... 1''''' 1\ Fastener '11 t '" ~ "'T ('f') cD "'T ru ...... " .... ~ Cooorete Slab. J" Thlclr. Reinforced 'il1t~ ~"", WWF 5x6.WI,4AWI.4 '~'... tD ru C- eo X :::l .c I- TOP VIEW-SINGLE PIPE Irl I llJ o ru m C\J ,..- D'l C LW ,..- 01 3!: a ,..- U ROUND - /' Construotfon JoInts Permitted i ) o - ~ ~ ~ ~ ~ ~~ 1 o /~./'f DET AIL N.T,S. CONCRETE MITERED END; -7 2: 1 SLOPE o :> 0.: , I I ~ ..... J. \ 2' --....., ../ a N - ~ 2' ~St..Opr --'/1 ~~., '~',~"', ~:~...;,. 4- P. V.C. 1 - - - - - - - - - CONCRETE MITERED END; 4: 1 SLOPE NOTE: USE 3000 P.S.1. CONCRETE 4" P.V.C. MITERED (DOWNSPOUT MITERED ENDS) N.T,S. QUANTITIES GRA TE SIZES Standard Extra Weight Pipe Strong Pipe '-~' -- (Cu. Yds.J SODDING (Sq. Yds.J Triple Quad Single Double Triple Quad Pipe Pipe Pipe Pipe Pipe Pipe /,54 /.94__I---~ 10 II 12 /.71 2.fl '- 9 10 12 13 2.15 2.75 we_ _..1L- /3 15 2.74 J,SO 12 14 /5 J[--.;:-- 3,33 4,2.4 13 15 17 _1-_20 ~ 4,().f . 5,25 1-_ /1-- ~ 19 22, 4.70 5.14~. 18 21 2.4 5.54_ 7,28 fl 20 __ ~_ 27 6:JL ~~__ '-_ 18 22, 25 29 2 2 2 Z 3 3' CONCRETE Single Double Pipe Pipe 0.76 1.16 0.85 /,28 1.02 1,58 J" /.2J /,98 j /.40 2,38 J /.60 2,8.3 J",' .__ -t:.81 J,26 <I 2.03 J.78 of' 2.28 4.36 SloPiJ V, 2' S. 4{1d A arles Oq S~"lJt t"~I];f:iJ /)11t>~ 0,.. 8 OU/I'1." rrq, , CqfIOf) o'llSItIOi/ 91al/8 '" ~I.t -[ c Grat"s S. 8 'IJoe"a" 1'1" c, ro c, 4:/ ~COf>CretiJ~ PIpe '\ 2' Not Less Thm D No Pipe Joint Permitted Unless Approved By The engineer E Paid For As 1'ipe Culvert ... F (Pip. To B. Included Under UnIt PrlOll For IIltlJred End Sect/onJ I- Z W ~ -< a. L-. in ,.-- CONCRETE CURB 25' 20' 4' 1S' ~~"'~a PAVEMENT V ..........99 "1..1 1. _ 5' 2' 1~' ./f r ~::I1 - I Il" 2"R. 4'-0" ll/'/2"R L r-x r3-R. f" (, f, \/ 1.5--, A'~ ~t ..- · '. .......6 .J . . ..' .' -:- -..- - -:- -:.. -+ -:'1 -r~ - ~- 3'-8"' t 8" L4" 5'-0" \ LS-xS" NO. 10/10 W.W,M. 8- NOTE! USE 3000 P,S.1. CONCRETE (MIN.) CONCRETE FLUME DETAIL N.T.S, -- 5' ..... I N HANDICAP RAMP /STRIPINGDETAIL . SPLASH PAD -- :sO SPLASHPAO - 2' I ~o IF.-:t'1'~ \~ cP. W' ~ 3' END DET AIL r ~L Lt) 5',,, BI _ !.=- =-l& =- =IIIr =- =IIIr =- ~ ~ ~ II 11 II II ~-4.==-~==~==,.... 8" 4'-(j' !;: A ~ L b t ~ Eye Bolt See Indu 2f)I .. , = ~ Ii ft.. =16. , =l1!:= _ =i Ib = d =- ~r- I' -. 1 - --~... ==- =I... ==- =Iii- ==- =Iii- =, ;",.' PLAN B.-J ~ Lt) -f' -(/' .., :,...- ~ool Edgu To J/" RadIus........... ............ 1,75' a ('oj 9.5' STANDARD SPACE 6' 3' 1. 75' ( ~ / w u <( a.. V) <.:> z ~ a::: <( a.. .L{) 0:) a N a.. o l- V) W a::: F= w I- w a::: u z o u a.. o l- V) W a::: F w I- w a::: u z o u a::: o u.. .('oj * TIRE STOP LOCATION N.T.S. s:--~ ---- ~ ~"^ '? ~ ~~w.'? i 2:, i ~ 'I ~ ~ 8" .. A "--1 ;I ~ .... .., 12' HANDICAP SPACE 6' 3' I 3 ~ DET AIL * ALL RAMPS TO HAVE DETECTIBLE WARNINGS PER A,O.A. REQUIREMENTS, "'"tY ~~i--..- r:J c), ~oo. f ~/ ~ ,/ t HANDICAP PARKING SPACE t .. 4" BLUE STRIPE (TYP) " HANDICAP PARKING SPACE 4"WIDE DIAGONAL STRIPES PAINTED BLUE; 2' ON CENTER .. 4" BLUE STRIPE (TYP) ---- 4" WHITE STRIPE (TYP) N,T.S. ()verlap 2' III Varies JOlnt-j~ Woven Or Non-Woven Ifl' I Ii!' Filter Fabric 11111. Till" Y Typ. D' J 1 ,,_ (Se. Index 199) I IS~~D~~ EWPTICAJ. PIPE JoInt o It ~\I\' ..\1\' EWPTlCAL PIPE SHOWN ISOMETRIC VIEW marl Joint I I '/lINen Or NO,n' Woven III", Filter Fabric Seoxlng Device ROUND PIPE PIPE SECTiONS Cost I1f filler fabric jacket 10 bIJ Incll.Xled In COB of pIp. culverfll. FOR ALL PIPE TYPES - CONCRETE PIPE SHOWN FILTER FABRIC JACKET PIPE WRAP 'DEI AIL N.T.S. LJ X J x5/lS'_ '\ J' - J() J/8" ( 18 Spaces ~ 2. 9/16") 19 Bars ~ 1/" ~ ~ ~J x J x 5//6".../ STEEL GRA TE Steel GratThg, StraIght Bors 3")( 1/" RetToullne Bars I!')( J/I(/' 5 I/I!' 5 I/I!' J'-(/' ~-Ir ",- !;.Tool Edges To J/" Radlu$~-.... iIIl ... l __ JA " ~ lear I!' fkg: ~ -4 4f ~= f=== ==F == -=- - J I/I!' 8"1 I ~-(/' I 8" I I . I!' Cleo) 0' tr 1= = 1= rr I 1~1 i II!' L- ~=rr rq-,- ~ ~ .., 2'Sod ~r I-t.... -~ I rl . = ~ I _ tJ :!il.: I -I (t 1 I 8" ~r~~ >C I!' ~/ear I i I ~ ~/&ar t ~ t8 i ~ i ~ t==t=~H==1 ~ g~i::j~- ~ #4Ba1&~/2Ich. I I ~l~jj ====--= ' ~ .T ==:!I ...,. -. I lol I \ (I SECTION AA ~ #-f Bars ~ II!' ctrs. *SIOP/JI To Ir PIp. For PIPN /if' And Smaller 2J For Pipe. 21{' And Larger. SECTION R.C.P. MITERED END DETAIL N,T.S. II " SECTION BB NOTE: REFER TO F.D.O. T. INDEX # 233 TYPE 'F' INLET DETAI,L NTS w u <( a.. V) <-' z ~ a:: <( a.. "L{) 0:) a:: o u.. ('oj * NOTE: 9' X 20' PARKING SPACE, WHER STOP, 3' FROM TOP OF SPACE TO FACE OF 'M-IEEL STOP 7/8" D'IA. HOlE ~" ? --14- ~ ( r\ C' ///// "/////T, 12" 12- < /'....... 3'-8- o 12" /'....... o S'-O" ---v;<~ 18"-3/4" STEEL ROD -- -L NOTE: CONCRETE SHALL BE 3000 PSI 28 DAY STRENGTI-I CONCRETE TIRE STOP DETAIL N.T.S. SldiJwaJt WldIIt VlVr.. ~l-- ~ ~ClI:'t ~ f:n1,,";;::~ Shown', r1 :l.\' ~~ RAJlP WITH INTEGRAL CAST CURB .2-. -.-- n $,~ ~~ - 1\9 1\ . ! '" II/ ~ if ~ I II ~<)~ 4 . j J ,I!' erolSWO/k 'C UMtTI'!l.) qI, , Crosswvlt Iii' "'n.! / ~Cut1l~ RAMP WITH SEPARATELY CAST CURB RAMP CURB OPTIONS GENERAL NOTES I, Pedlslrran pat/rO'ays with runnIng slopes steeper than 21U Dr. IXIflSf<Jered ra/t'l>S- ROh'p ruMlng slopes shall not exceed 12J, RairI> cross slopes shall not exoeed 0,02- 2. Curbed facilities wIth si<Jewalks at>d lhos. wlthi>ut sidewalks ore to hqye oorb cut rOh'pS oonsltwled at all streel Inlersect/OIlS at>d at lumOeJI. lhat hqye ourbed relums. PartIal curb relufTl$ wll exlend to the /Tmlt preilOflb/Jd I:N Ind9X No. 5/5 to acooJMIIJdat. curb cut ~s. Ranr>iI DOIlSINOled at ICXXJtIOfJil wltfiout sf<Jewalks shall haYe 0 lat>dlng DOIlstrueted at the top of ~ ~. see Sheet ~ of J, J. ThIJ ICXXJtion at>d orienlation I1f aJrb aJt rOh'pS shall bIJ as shown in thIJ plOl1S, 4, If 0 curb out rOh'p Is located where pedestriOfl8 rrwt wolk across the rOfnp, Ih/in lhe walk shall hqy. Ir01lsltron slopes to the ra/f'f)l the ITIlaxiflXJtl1 sl~ ()f the trOfJilltiOllS shall be /2J, CiJrb aJt r~ wlffl relumed curbs rrqy bIJ used where pedesfriOl1s WOUld not flOlloolly walk aaross the ratrrJ. see Sheet Z of J, 5, R~ /lJIliI shalf hqye a lactlle surfoce, Roir(> fandlnas adjoinlnQ vehioolor ways shalf hqy. a tacme surfoce 36' wId. bordering Ihe vehlcvlor WilY. Tac/ll. surfoces shall be COfISlrucfed I:N teAturlna to a deplh not exceedIng OJ us. I1f a ta/fV) or railer fabrioofed wltn an I/fV)rlnung $lJrfcx;;. of elth8r f ~sh O.e50 wire cloth (pialn weave. oonventlOllGl arl/fV)). 6 eXPOndded melol (s1aF>dardJ or JIb. e'J)a!ldeed metal Qratlng. TratlSltlon slopes are IIUI 10 hqye loom. surfcx;;es, 6, Wh8re a curb cvf /'rJ/fV) Is conslructed wlhln exlstl{/fl curb. curb and {lIJffer and/or sldewoM:. the exist/ng curb or cvrb at>d {lIJffer wll bIJ ,emoved to the nearest joint beyond the drop wrb or to lhe extent tf,af na relTll1ining sl'JlJlion I1f curb or curb at>d gutter il less thall 5' lona. The exIsting sidewalk shall be relfl(Ned 10 the nearest Joint blJyorrtl the Iransltlon slope or walk around or the the extent that na relTll1lnlna sect/on of sIdewalk's leu IhaIl 5' long. 7 Ranpil to bIJ paid for O. folliIWiIl Rmrt>II, reoohstruated sidewalks, walk around sidewalks and landing# "'. to be paid for under the contract unit price for Conorel. Si<Jewalk LJ. SY, Drop curW and reconsfructed aJrW are 10 blJpald for under the contract unit prlc. for the parent curb. I, e.. Cone. Curl> (~-.l. LF. or Cone. Curb and Guffer (Type-.l, LF. When a seperate pay Ite.. for lhe rel1ll1VDl and <Jlsposol I1f exlstlna curb, curb at>d gutter, and/or sidtlWalk Is not prt:Nided In the p/anll, the oost of removal at>d disposal I1f these features shall be inoll.Xled i" the conlroat unit ptica for new curb, cvrb and gutter and/or sld....alk respective", PLAN VIEW / ::..,....- 7 PICTORIAL VIEW F.D.O.T. SIDEWALK RAMPING DETAIL N.T.S. ,/"- Concrete Pod; E1ev, -6.50 I 81l I ~ .3 PVC o IFICE = 7.50 I" 2' -J 5/8'1 ~J-: /4' ~ ~ -~ ~~ "J~ ~ ~ " I tI) ~e (\J l~ q) V'j'!Q " ~ ~~ :::::: 8" pvc ~ I 1-- 8" 2' (j' "t<) - ~ -- , TYPE C Straight Bars 2"x 3116. Reticuline Bars I 114' x 3116" Bonds I 112:' x 1/4' Approx. WeIght 100 Lbs, b I C\J At minum Sk mmer PLAN 3' -4" 5 J/4"iq '" 2'-(f " ~5 J/: TOP OF INLET 8< 1-1 1 1 I I 'Y TOP OF SKIMMER " 'U5 ~T r Grate- J , 8" ~ Aluminum Skimmer -I i J - Ai. 3" PVC ORIFICE GRADE SIDES LOPES TO ~.. I 1 V INV. EL. - 7.50 MAINTAIN 6. COVER OVER ?- J J OUTFALL PIPE ~ 1 A.. SKIMMER BOTTOU - 7.00 ...... f-'- -- I V 2'-0" 8" PVC INV. -7.00...... Ie I --1 BTU. OF RETENTION = 7.00 2:' CI,~" ~ ?or- 10- --"T \ 2'-0" I A.. BOTTOM OF INLET & :.L- 'I.. -, V TOP OF CONC. PAD = 6.50 "'- ""'- #4 Bars ~ SECT/ON 121l Ctrs. 'C' Dg~ ~,&~~~ s TYPE OUTFALL BOX N,T.S. \U~~~ ~ Sec.: 22 ","t. '\, ~ ~ ,;< r Twp.: 45 SOUTH I Rge.: 43 EAST Design by S. N. Drawn by M.D. Checked by J. W. M. ~ o rz.. ~ ti:l p:: ~ ~) ti:l ~ ll.4 ~ ~ ~~~ ~~ 1&1 J-.. < C Fr- Z ma'l'l" C~ Cl-. r.j. 0..;. co 0') 0') ...- to- ~ ~ c:c :5. .. I~ e "I ~~ ~,~ ~ I~ '" .. 14 =- ---..J ~o .~ DIMENSIONS & M A 8 C E F G Single Double Triple Quod N P~e P~e P~e P~e 2,27 4.09' 5,36' 4,03' 8' /,22,' 4.53' 7.21' 9.79' 12...')!' /.19' 2,35' 5.12' 7-;mr '<;:03' 9' 1.41' 4,92' 7.75' 10.58' /3.42' 1,21 2,5J' 7.18' ~ 9.7/ 7.03' ~ 1/' 1.73' 5.50' 8.92' 12..33' 15.75 1,25 2.70' 9.25' /1.95' 9,03' 13' 2,00' 6.08' /0.33' lof.58' 18.83 /,29 2,(Jl II.J/'O 14.18' II.OJ'O IS' 2..2.4'- 5,61 /1.75' 16.83' 21,92' /,33 J,05 IJ..')! 16.4Z 13.0~' 17' 2.45' 7,25 13,25' 19,25' 25.25 1.38' 3,22,' 15.4J' 18.55' /5,03' 19' 2,65' 7,83' 14,58' 21.JJ' 28.08' 1.42' 3.39' fl.49' 20,88' fl,03' 21' 2.83' 8,4Z 16.08' 23.75 3/.42' /.46 3,55' 19.55' 23./1' 19.03' 23' J.OO' 9.00' fl,SO' 26,00' 34.50' /.50 ~ 5.42' ~ 6.25' Dimensions permitted 10 allow use of 8' standard pipe lengths. 010.40' 010.10' Dimensions permitted 10 allow use of 12' standard plpe le/'1gfhs. ~ 0 Concrele slab sholl be deepened to form bridge aoroS$ crown of pipe. See seal/on below. Connector-......... ~ /" Cons/:ructlon JOI~,ts Permlffed <<.::0 S~ -----..::. U I--- H Oilch Grad. -...... !o ~ "J ~ ,~,,~ L I .... ,J' ~ lIS '"0 '.... M o ..... rz.. -o<(~ ~ ~1 ~ ::>> ~~ o M~ '- <. " ~~ en ~~ c ' - ..... ~ ~~ " E!l> c: ~~ ~ ~~ C ::!l( W .~ '- tal &i~ ~ ~~I e a~, ~~ ll.., O~ o ..... ~ ~ ...~ ...c: () lIS <<> !Xl r:l .3 ~ o !Xl I C " (/) (J) :) aD ( (~ Date JAN. 21, 199 Scale: N. T,S. Proj. No,: 292001 Sheet No. 4 of 5 ) 5o~7 , co m m ..-. ('Y') ('Y') m "'l' ru ..-. l.D' ru c... ro ::::E ::J .c. I- 1.0 I ll.l (:) N m N -- 0> C, UJ ,., ;;' 0>, 3: CI - <.; 1'-0' Hand rubbed domed diameter /:?P to allow for /: water run off ~, ,~.~ , ~', '" r ~' , - Concrete must be . , .J, '4' : I vibrated into place 4, " " I''', 4 ," I FINISH: HAND RUBBED ,'...- ~, CONCRETE BOlLARD I~, ~ '~:" r. , /; Elastomeric ca~lk " '~ .. ,~ . ' at base ( GRAY) , 4 L-- j ': Concrete walk t-. ~ ' . " , : " " " ' , ',4' 4" ~' "~ . , ' ,,4 ~ I -1IJn ~J1 .' '~ ~ -!J.t:j:;I1' I ~I tra h4'1:, 'i, ~; E~ four.l4's wit~ /',. ,-: ~,' ".', ,'4Sr 13 ties @ 12 O.C. Four 13's --""'" ->0,- , '.' ,',', , each way } 1- '11' llr2~6' "' III ! .. OJ ~ Cu , l' T ',' 4 NOTE: BOLLARDS TO BE FORMED FRO~ $ONOTUBES REFER TO SHEET $-1 FOR BOLLARD LOCA nONS NO SCALE BOLLARD SECTION NOTE: ~OUNT CANE BOLT AND GA TE LATCH ASSEMBLIES TriROUGH FACE BOARDS INTO STEEL FRAME t-- / Cane bolt guide (2) M 2. steel tube Cane bolt 3/4. ~ \ / ~old rolled steel rod. Drill 7/8. hole in ~ Top of slob \ slob, Size to fit ) / bolt. ->0-- , ".. , ...... 1 1/2. washer welded CANE BOLT to '3p: bolt ' Lat~h plate w/ 3/4. . 4 bol handle '- ~ - 1-1/2 washer I _ welded to ~~ 3/4. bolt "9 bolt for stop __ stop bar ~- 1-1/tx6.x1/4. bent-+- FRONT plate strike with SIDE 1-3/4. '" bolt through frame DOUBLE GATE LATCH 8 1/2.x2"x1/4" l' G~ latch plate with -+1'- rounded edges II - T 0 STRIKE --- t .....J~ NO SCALE GA TE LATCH / BOLT DETAILS .... I ~ Sawcut joint - fill '0 with self leveling ~ elostomeric seorant ..... '0 .... NOTE: SEE ll1E GEOTECH REPORT FOR SP ACING REQUIREMENTS SEe-C02 NO SCALE TYPICAL CONTROL JOINT . OJ ....... ..... 1 F ---- Fill joint with self leveling elastomeric sealant _____ 1 /2" dia. x 12. smooth - - ~ -::::J aowels @ 12. O,C. Coat - - - - - one end with bond r------ breaker material 1/2" fiberboard SEE ll1E GEOTECH REPORT FOR SPACING REQUIREMENTS .....------ '------- NOTE: NO SCALE TYPICAL EXPANSION JOINT Alemite 1610-BL h)<lraulic grease fitting to be accessible for maintenance 8. x 8. x 1/8. ~usset plate INSIDE ONLY) II corners ,,. weld @ 3" O,C, all around --......... }' 7-1/4. 0.0. n- hinge 6" long -,<-. 1" x ~ x 1 /2. ~.L- 'r ~ to hinge Be gate M~ " I 3. x 7-1/4" 1 O.~.. \Gate frame tube. Weld collar to ~ post. . \ 6 1.0. pire gate pos NOTE: PAINT ALL GATE FRAMES AND PIPES RED. 18'-0' ClEAR 1. x 6. Cedar Wood Enclosure 5'-0' L 8'-0' ,5'-0' 1 .. ~I o ~Sh~ q Dumpster D 6-8 CY Q ~Sh~ q Dumpster p 6-8 CY \ ~ d 6. 1.0. Steel Posl ~ . o I b .- 1 ~ ':r:} ^ Gotes. See Detail, this sheet NO SCAlE /DUMPSTER LAYOUT Top of wall ~ elev. See site or /' grading plan , '~,;. ,', : I, ~ --- Solid cop block " - ~--- 8" double-face split ~:r-::: face C.~.U. Paint --:-:' r to match building , , ,,~,", (both sides) Vertical #5 s @ 32","",,: ~ I '< O,C. grout solid '" 1- ''It:4 . ~ ".I":" Finish grade varies , See grading plan ~, ~ .. OJ ...... . e--. ___ Conc. footing w/ 2 #5' bars 1'-6'} continuous ..... } NO SCALE I SCREEN WALL DETAIL DIMENSICN Be TYPE ...oncrete ~ectlon A Dnve Aisle 5-- LoadinalDumoster 6" Aooroaches 6. R 17'- 1'. 12" l 4Oq<J P~I ,conc. ____, ...,. " ' paVIng (mln,) ....-...' '44, ' ,:" A-:., ..' w/ fioer mesh ,4 '" .. ..., 4" ' .., Compacted subgrade --.:: ~ ! , c::,.;lO ,'.' ~ I -..... I -..... NO SCAlE I CONCRETE PAVING SECTION .. '" I u., 6" ~I : Cane bolt See detail ~ ./ '~I"" ~ : II: I -h 1"1 -'<- L u.J P'-61 7 -1 I:; 0.0. lube collar field welded to gate post NO SCALE GA TE DETAIL FOR DUMPSTER ENCLOSURE NOTE: SIGN TO HA~ HIGH INTENSITY ENCAPSULATED LENS FACE, 1 FRO~ PA~MENT TO BOTTOM Of SIGN BLADE. STOP STOP --.- ;:... - -- 30. X 30. R1-1 SIGN ~I ,~ ~ t~t NO SCALE I STOP SIGN DETAIL (Handicap Sign as required by Local ana State ordinances mounted on face of building. IWDCN' 6. NOTE: ADDITIONAL SIGNAGE MAY BE REQUIRED (FINES, ETC.) CHECK 'MTri LOCAL GOvrRNING AUrnORITIES , ~. ~ > 0- 1.&.15 >F ~~ ~ t ~ '" . .J!: " , ,~ ' r... .t.... PARl<IIC TT II II II I~ ::-:,.:' . : 'II,:, , " .,1- 2" square tube with closed top, (TO BE USED ONLY IF SIGN IS NOT BUILDING MOUNTABLE) ~ ~II= I Cu 'U :.',1'. .IX - ~ 8.'" concrete filled post hole M I NO SCAlE I TYPICAL HANDICAP SIGN-~ 3/4. COX pi ~d 4' x 8' aHach wi~ f;% flush screws 12 on center #2 treated 2.X4"X 8' L. -- ;:;:;' I"ioC.L _~: I 1 I 1 1 , :--- / / / / / / / .-:.z:l rtC.../ ~::::::-,r 1 ~ /' r-~ IL~ ~ / ./' ______ I "'."'~~ , ~ I I '" ..'.r: .' ',~, , I ,. ,:~. ..., ,', '". . ~ ", ~:: ,,::I~ ' . ~Li:,,;. .".' ,II " ." ~ . .'. ~f~p~'. -" I I "~',l" ~".~;v;~~:. r, Y,.. ':";'~ ',.. .: I ' I ,"',~~,~\. "~.. '-';"1':',' I.V ,. I . . .t,~q;"" . ,...,: / II . '. ~-- ". .:.~~:~,,,: '\. / I I ~:.:!..~~~: / ..v- '~,,/ ---- ~ r--..., 11/ 2'-6. into grade Sign face 3/16. Coroplast' is supplied by. AutozoneBe installed by. contr~ctor, Use :/J8 TEC scre~ With 1/4 galvpnized waqsher 24 on center & 1 back from edge. NO SCALE I COMING SOON SIGN ~----------I I Rolling overhead steel door I ~=(SeePlananddetaiIS)=~ ~ 11 a III I Line of \~ ~I ~ block 6/-0' Pipe guard ~ Door opening ~ Q CENTER PIPE GUARDS ON EDGE OF OPENING NO SCAlE I PIPE GUARD @ ROLL-UP DOOR , :':t :. . a o I in N -400 watt metal halide shoebox Iigh t fixture two per pole, forward throw ^ I' :;d 'I -Ii - :1 II _____5. sq, steel pole , II bronze finish II ' II II II II 1:/ ~/ /11 II II II .., 4 anchor bolts furnished by light pole manufacturer "', Set pole on / / non-shrink Ii // grout base tOt" :"'1 11' · 3/4. chamfer :~r,ll ~ II: ~"'1r-' '" ~,t~. Finish grad~ or . ",.~ :' / I top of paVIng, l~ 1Ii '~ I' / See site plan , :.,: 11,','; . for location : ...' '. . .- ".',.',. .."l~lr7,~':," "..., '" ~''1r ;": t' .......W ':'~"~'~,lli:J 24. dia, concr~te t...,..r .:~ base W/ 4-15 s _ _ _ ' .. JJ ,~~J vert. Be f) ties - - - !~~.','~'t @12.0.C. 1+,>~:e ,~, '" ..,.:rf!~ Eiectric conduit . o I 'h .... a :::::!E CO ::l I:::::!E 'h Z ::::it NO SCAlE ,~ .---,----,,-,----.-..--- I TYPICAL LIGHT POLE Top of wall elevation. See site or grading plan .......-- " 4.x4. tre9ted wood post at 6 -0" O.C. MAX. spacing - :=: ~ '" -........... l.x6. square edge : 5 vertical boards ~ Treated 2"x4. cont. ;.,.. horizontal nailers ::: I ~~ ,.{: 1/- ~ ~ ~:. N L- Finished grade varies, Cu ,...;:=: ' See grading plan ::.o!<,- i[ ~ 12.'" hole filled with 1 _~1'-0' J- concrete .. ~ I ~ NO SCALE I PRIVACY FENC-E DETAIL"-_u-,,--- !! I, .1.' .11 U, 'R..I } L i ~ 50' (No Confer. ( Typ, I At RtJqIJTrBd -.... ell '\. ..u.. II. ,II. ,r '1 An::hor BolM With 2 - :z' Jt~:z' Jt 4' PUIN o"erlap end6 5fat88 Pe, Bole, F TN SIOfJ' t M;/rJr 8al88 'ltT", t - i! Jt i! Jt ., ~/S~dk/ S~88PK~'~8~_ OTfcll -Olfell '-Curt>" Gulfar "'-ClJrb" Gutter _= . __ r AprOll-' pAAnAL INILT aTCH 8OTTOI/ INtEr CCIIPILTED INLET PROTECTION AROOND INLETS OR SIMILAR STRUCTURES -='".' ".,- Nof. 8al88 to ~ IfatBd at fliB . dTrllOllon of ",. e"l1lf1BOr. , l.iXJU Sen f'focBd $' ShfNlII W UQlrfl1 CoI1f)QCfBd #0"1/ U/l6frBQl1l F~ Of Bd88. BALES ~KED 8( FENCE Umlf. ()f Colls1ruaflon --...... II~ I 3o'E: lib ,Sed , STlf 8o"Ter ~ 50' Jlax. ~ 50' 1IOJt. // .. --- .. -. _ _ I ___ Sed_ _ _Ditch So.!!!!!' '.!!!' _ &' . 1'7""- -r - I---==-- E JlBtlTiJII Dltcll ~--t#-"+-IO' (Tv"" I-- - - - ~ ~ _ _L Slit 80rrTer : 5U I1I1X, ';0' Unx. --- Offalr /,'/ ///. ELEVATION TO BE USfJ) A T SELECTeD STTE.S WHliRE. THe NATURAL GROONO SWPtS TONARD THIi TOE OF SWPt _cr0660rI1T"__ ~ .. ~;;:~~~~'''~'''. Sed ~ Umlf. Of Consfrucffoto ~-~-~ S",.II W Ug~ PLAN Conr><<;fBd ~ UP6frBl1/f# Ug. Of Bd88. NdltJr Bd88 VlT", t - i! J/~X Stat88 Per 80111, : ~ ):5t\'t"T ~ - J:.-I' JlTII. RBQO/M'lOIfIlBd ELEVATION Spaclrq, Bd. barrTerl (or pq;Bd dTIohBB 8/r:xJ1d ~ sptXBd TII r>>cor~ '1111", Chart L Sh8f1Il of J. IrldM No. IOl. BARRIER FOR PAVED DITCH ~ WOVlll'l F/If., Fabrlo InlJJsBfU Of / ~.fabllshBd Gr06l (,lj!prox. Ii! /I If? 51aJr. Ug88 I't Enlrlll'lChT"I1 W ~ I t.Jtfl/lll UrId., 8og6 I1tId Bd.. Fd>rTo r Shall JI(IfI/ The RtJqIJTrllTifn" Of 5ecfTon 9B5 Of The SffJrdtJrd S<IIId 80gI - ....... ........ ,..tI 5pBClrTwTOfI/I, Co6t Of FabrTo ~TI1 811 Irdud6d III T1IB Cotdraof U,,1t Prk. S' JlIII.--t For BaIBd Hqy Or SfrlM. TN, I 1"1 ~ . ... .. . . ... . . . . . . . . . . . r. . r. .1~ ;r;r. . . .. .... r. .) ! I '---.l.oo6. Self P/<<;etJ 9y 5",.11 W Ughtly ~ Conrxxf/id Nor>g ThB U/l6fr BI1/f# Edge Of Bd88. I ~ t '}- l.oo6. SeIT Pk1cBd 9y Shovll AntI Ughfly : ~ CMr>ocIBd AJo"l1 The U{JtIlr<<JfJ Edga or Bd... PLAN PLAN Rail -.... PoIf --"'- ,,~_. I I I ~ J'IIT"'R~ed) MctrJr lDwer BaT.., With 2 . 2' ~ 2' Jt 4' Sfat88 Per Bdll, MctrJr Top &/88 To wer Ba/88 'ilIff> 2 . 2' ~ i! x 4' Sfal..., Per &/11, r1--I....... . ..wr1\ _1 "'f'1'-' "7>4- ~ L ....trl'" , 'T' . ~ 15' TYPj' . I' III". Rocommefld.,yl AAciTJr Bal. WTth 2 . 2' Jt :z' Jt 4' Sfl1k.., Fllr Bde EiE'lAT/ON EiE'lATION ~. FI(Nf --"'" ' Bol88 To BuffJ '-- . ~ ~ AAciTJr BaIIlS WI"' 2 . 2' ~ 2' x 4' , ., Sfat.., Per Bale, PLAN l.oo6l1 Sell PlocBd $' ShfNlI AntI Lightly ~~C~Bd AlO"I/ TIIII Upsfreom Edge or 801..., _~---FIH Slops DITCH INSTALLATIONS AT DRAlN/JSE STRUCTURES EiE'lAT/ON TO BE USE]) AT SELECTED SIns WHf.RE THIi NATURAL GROOND SLOPES 1$# F/VII THe TOE OF SLOPe , BARRIERS FOR FILL SlfJPES EROSION CONTROL NOTES, 1.) SEDIMENT BASINS AND TRAPS. PERIMETER DIKES. SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A fiRST STEP IN ANY LAND DISTURBING ACTIVITY AND SHALL BE MADE fUNCTIONAL BRfORE UPSLOPE LAND DISTURBANCE TAKES PLACE, 2,) ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE, PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOWING OR flOATING ON TO ADJACENT PROPERTIES, 3,) PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHiN 7 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE, TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN 7 DAYS TO DENUDED AREAS THAT MAY NOT BE AT fiNAL GRADE BUT WILL REMAIN UNDISTURBED FOR MORE THAN 30 DAYS, PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR. 4,) DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES, THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE, BREVARD CO, CODE CHAPTER 14 SEC, 20,17 SHOULD BE CONSULTED FOR PROTECTION OF STOCKPILES FROt.A WIND. 5,) A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERM ANEN TL Y STABILIZED, 6,) AFTER ANY SIGNIFICANT RAINFALL. SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY, ANY DAMAGED DEVICES SHALL BE CORRECTED IMMEDIA TEL y, 7,) CONCENTRA ITD RUNOfF SHALL NOT FLOW OO'NN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL. FLUME OR SLOPE DRAIN STRUCTURE. NJijlcotfoto afld Sprrlrq, Th. us. ", TyPM 1 .. Jl bIlTe barr'II" IiIr><JId ~ Tim/fed /0 ft1. cordfTf0f/6 OI./tll"Bd I" Chorf r. 5hw I of ,. IrldBJt No, 102 TYPE 1I TYPE I BARRIER FOR UNPAVED DITCHES 8) SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM. DITCH. OR CHANNEL, ALL STORM SEWER INLETS TI-lAT ARE MADE OPERA.BLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT LADEN WATER CANNOT ENTER TI-lE CONVEYANCE SYSTEM Wlll-iOUT FIRST BEING FILTERED OR Oll-iERWlSE TREATED TO REMOVE SEDIMENT 9,) 'M-iEN WORK IN LIVE WATERCOURSE IS PERFORMED, PRECAU TIONS SHALL BE T AK EN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE TI-lE WORK AREA TO ll-iE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION, I 10,) PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED, THE DEVELOPER, OWNER. AND/OR CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT LEAVING THE PROPERTY, SEDIMENT CONTROL MEASURES SHALL BE IN WORKING CONDITION AT ll-iE END OF EACH WORKING DAY, 11,) 'NHERE CONS1RUCTlON VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS. PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE, 'NHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE WITH CURBS AND GUTTERS, ll-iE ROAD SHALL BE CLEANED THOROUGHLY AT ll-iE END OF EACH WORKING DAY, SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND-DISTURBING ACTIVITIES, 12,) ALL TEMPORARY EROSION AND SEDIMENT CONTROl MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OF AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, 13,) PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION AND EROSION, 14,) EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS IN INDEX No. 101, 102, AND 103 OF FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS. 15,) ALL TURBIDITY, EROSION AND SEDIMENTATION CONTROLS SHALL BE IN ACCORDANCE WITH "BEST MANAGEMENT PRACTICES' AS DESCRIBED IN TI-lE FLORIDA LAND DEVELOPMENT MANUAL: A GUIDE TO SOUND LAND AND WATER MANAGEMENT, 16,) ALL GRATES ARE TO BE WRAPPED WITH FILTER FABRIC DURING CONSTRUCTION ANO PLACED (AND MAINTAINED) IN THIS CONDITION UNTIL ALL CONSTRUCTION IS COMPLETE AND ACCEPTED BY BREVARD COUNTY EROSION CONTROL DETAILS N.T.S. "'", S - Smooth concrete top ';' Paint pie and domed top .. '" I M Fill pipe solid · , with concrete :., . Top of I Sealant · :. \ pavi~g "'", ..... .:' " ~t Ift]~ '1"~ ...", [j IF ~ '.'" ]iT . ~.' ~,~ ~ 6"'" steel Ripe set in ..'.: ,.'. 18.~ hole filled with · concrete ..' , . " .' . . .. ...0 -h ~ M "', "'", 3" granular base at DoHom of hole 1'-6' NO SCAlE 1 TYPlCALPIPE GUARD ,. SECTION-- \) ~ tb.~S r ~~__ ~ Sec.: 22 .." ,: \ :~ :0 :~ ,C:r:l ~ C:r:l ~ IQ I Twp.: 45 SO UTH Rge.: 43 EAST Design by : S. N. Drawn by : M,D. Checked by . J. W. M ~' '<( m Q ~ .'~i! 4lCt,~~a ~~, !l<7i"....T.!~ CA' .",,'-.. ~~ a:s '0 , .-l M o ..-4 ~ ~ o q ~ A ~ ~ < 0... ~ ~ 0... ~ ~ ~~~ ~~ ~ ~ ~ r.: ~ "tco lJ (0 (",) r-.- CO.:! ~ :3i .. o z ~ C:r:l ~ f ~ -~~~ \~" z ~ ~:l \~i ~ -<<([ .c: C) a:s Q.) o:l o o ~ ~ o o:l . U c: - Q ~ ::t O)lt') O N~ (",):~ '- <l~ ... 8 :~ ~ ~r a ~~ c 4!- t ~~ll': " fa C ~: - .... f ~Ii W :g .0 '- I? " &i:~ r. ~~ G Ylp e ~f . ~.~ C /).1 ~ " gl4 tJ) ~ fJ) :>> a2 1X6 square edged pressure treated cedar boards with 1/4. gap. Screw to frame Latch detail. jWith galvanized or See detail 3 stainless steel screws \ 18'-0' CLEA f 8/-11 112' \ l' / 8'-11 112' f . \ 7-1/4 0,0. 2. x 2" x 1/8. '" .;'hinge 6" 19, steel tube L-J ~ I 1\1' I I I /' ~ gate frame ---.:' __ ~ ~ welded joints - ~I I I ~ II 111\~111 ~ I I I I I I " II II ~ 6. nom. 1.0, -------11...:.. \ gate post filled l-fT with concrete 1'-1' rounded top. I I See bollard detail I I I I LU.J <x:II Date : JAN. 21, 199 Scale: N. T. S. Proj. No.: 292001 Sheet No. 5 of 5 , Qt:1, ,~~~::~~t~\_ )~,:;,~ ~. ,. '.- 't- ""-j- f' ,,-, '! '.. !~, , ....r., ~. .... ;; ~', -;.t , , r, '1Xl ' SHORE' DR I VE ," I ....';,' f, / POIN1&~" ACC~&e"c~.e,~:,~?~7:~I~~:"\,:<,":,:,:.~":".:","~3V" " fIIUHT ~ z CJ ....... ~ > W Cl! $YM, 60T ANICAL. NAME COMMON NAME SFECIFICA T10Ne GTY rr... 2 10' ht.. X 4' &P, S' c,t.. 6,6. 6uclda bucerIU 61ack. Ollv~ '$Nd~ Lc!ld~' ii /&' ht.. X 4' &p. 3 1/2' c,t..m. 3 to S t.runl<.& L.L. Llgu&t.rum lucldum Llgu$t.rum Tr~ a /1/ / / I I " Lh ',,' MI3&" , IJ , , ; ( I I I I I I I I I I I I II I I I I , I II I I I I II I' I I II I I I I I I II I I II I I I i ,I II II I I II II II I I II \ I I \ II II I I II II ,I II W I- <C ~ j..AND8CAEE....E.I-;6N. ec~1!1 II . 2~' 5GV 81 CI III 51 RIA 38 lEG :3 6P av. QuerCU$ vlrglnlana Live Oak 10' ht., X 4' &p. 30 gaL, S' c,t.. 10 ~~ LEG :3 Ll 33 RIA 5GV 121 CI 36P 48 RIA 42 LEG 1 ee Cl Z 4 it Ie>' c,t. S it 1,3' c,t.. /& 1!1 1/&' c. t.. of. Sabc!ll Falmetto cabbc!lge Falm IS 40 I o 20 ~__ -.l Scale In feet ~, eI'NH 21<a la' ht.. x la' &p., rull 3 gaL, 2' o.C. IS-Ia' x IS-Ia' 3 ga I., 30' o,c, C.L ClT~&oba lanu6 Cocop lurn !Cc!lCO 'f"!sd TIp' a ~h ~ ~:ia jl!! 'I~ liiI ' RIA. Raphlolepl6 IndIca l.U1(t.~ IndIan 'Alba' Hawthorn ~!;a . , .' . . .... : .:.:. : . . . . ".. ~ eov., 1<a1 L.Eu, Llrlope 'Evergreen Glc!lnt.' full 1 gal. 2' o.C, C21c!nt L 1I~ Turf : .. f ~ .:..: ....:: .~UI ~ -- ~ ~ .~i~ ~I . 10, I:J I~ X10 ,~ 3 ~' ,,- .:~ ili~' -c "',... ~ 1:1 D', ~.I~" ~ '~a: - 01 m .~.tt,' . ....:.. .", . .:..' eod 24~31 e.tenotaplrrum 'Floratam' varlet.~ $ecundatum 'Floratam' St, Augu&t.ln~ &l. 11 LEG 11 LEG '" '" " . .... . ...... . ..." .... :. . 6Nd Md ttich , 12,212 6l, Bahlc!l $~ed and mulch . . .., .. .::." I' '. .' . . '. . . . . . " ,- . " " tt.dc::h 2~ . . '.. .' .. LO orredded ~pre$& Bark Mulch , ' . '. . c,~, .-' :, n . ~ .. 1\ '\I '. 1\ . . . I . . . . . ~ . .:. '.' .:,. .: ~ . o Z~ z 0>- <(~ 05 fl::X en w::i J-'-' <( J- (f) D' ., " . .,.' . " , ~ :Ii -6 en A~A TO ~CEIVE 60D . . [J", . . . . . . . . . . . . . 3 6P lee 2<a LEG 11 CI 36P A~A TO ~CEIVE 6EED . ,.~" " . . . \ \ ~ " , , \. '. ':.... '., ". \, " I . PLANTll'lG NOTE6 . I I \ \-----, \ \ r----~ I \ I EXIST. \ \ t-STORY \ GARAGE \ \ \ \ \ \ \ \ L_---.-J All plant. mater, T,al~. ehall b~ ~. d~d FlorTda No. I or b~t.t.er a& out.lln~d UI'1der 6r.9de8 .9nq' 5t.9f\q.9rd8 ror ~er~ P'.9nt~ $tat~ Flant. eoard or FlorIda unlee& other.uTes noted. L All plant. bed& ehall bs top dre!eed wIth 3" eh'edded ~preee bark mulch Flant. fertilf:%,:er enall be Agrlrorm 21 gram tableh, elol,iJ releaes, 212>-112>-5 , anal~ele. Ratee or dppUCatlon ehall bs de recommend~d b~ manufacturer. $tarter fert.tlizer ehall be ~-~-~, 1e>I2>% organTcl with mInor elemente. ThTe rertilizer ehall hays 4e>-SI2>% of ite totc!ll nitrogen In .9 water-Ineolubls rorm, Lawn areae ~hall bs treated wlt.h et.arter rertlllzer applIed at. a rate of twent~ (212)) pounde per 112>12>12> equars reet. $011 ueed ror planting (planting mIx) ehall CO(IeTet. or 112>% FlorIda natIve peat/3e>% wood chlpe (FIne bark paeeing th'ough 3/4" ecreen) and eawduet., 2 lb. etart.~r r$l't.lllzer p~r cubIc !:lard. $011 mlxt.ure ueed to back rill plantIng plh ehall cO(lelet or 2 parh or sXletlng topeoll from on-elts, and one p~rt prepared plantIng mix (deecrlbed ~bovs). Met.hode of t.ree etaklng Indlc~ted on the drawinge ~rs euggeetlone onl~, The Landecaps Cont.ractor &hall ues whatever method he deeme fit., however, he will be held liable ror a~ damagee caueed t.o treee b~ Improper etdlc.lng methode, (or abeence or etak.1ng) and Ie re~pO(lelble ror uprlghtlng and replant.Tng treee which are blown over, " Appl~ pre-emergent granular or ~pra~ appllcatfon to aU plant bede and turf areae aft.er completlO(l or lanc;;l~cape InetallatlO(l (~ Inetallat.lon or mulch). Uee product labeled for landecape applicatIon. (Follow manuracturer'e recommended ratee of applIcatIon), In t.he event of a dTecrepanc~ between drawlnge and t.he plant echedule, the drawlng$ ehall prevaIl. 2. 3. Z <t ~ [L 4. s, ~. 3 LL 43 RIA 83 RIA 1 LL 38P lLJ [L <t U W D Z <t ~ ~ 1, . " '. '.... , " ", ..... . . . :" .. .'. '. . ....: '.. . '\ .. ", ...... .... ...... ... ...... ... . ...... ....; .'... '. "': ..... ,. ......... . .... ... ....., "., \' .... . (.. ". .' ~ .' .". ..;. " . \". . . . , . .. .:'. : '.:. ....: '.' . "': ..' .' '. '. ...... "'. . . . ....... .. " .. ..... ..... ,.. . '. .' \ ': 't~I": ' , ".. ",":' :', ' ", ,-', ',:" , ,,', ~. '"..,:.. .,:.:. '. . ."~'. ,'. .:. -..... . .,... '. %0 6~-;'<:<::'"> > "'),',:"';' :, :' ", . ,':- "r, ' ' ," N90.0Q'OO"W _----)(r---- 8. -- -- ....' . '" .... . ..... . - 'x' nsD:Jol 3 -0' 3'-6' 4'-0' 4'-6' 5'-0' '-COVERS GRIJJlJ CIJ\IER AND IN. SHM l! JNW SlRUBS JNf'W SItlIJI AND l.ARtl SItlIJI 2 lAR(J; SlRJJS ..... . '. " .. ,'1< ,>( . .... . .... .' " . . .... . ... *"2 g-Q-;4tr ,.... . . -- C,L,t, \ l \ ~ \ \ ~, I PlA, NT SPECIrs ~MAnDN lETAD.] "Rot :ras~.t. \\ -/(' \I If- III\~ II II ~ ---- LAN06CAP! REGUlREMENT6 ------ -- -- -------- --- L RequTred landecaplng between off"-et.reet parking areae dnd public rlghh of wa~: I t.ree per 412> linear reet. 2, Polnte of aCCe6$ clear :zO(le: ProvIde unobetruct.ed croee-vleofbllit.!:l at a level between 3e> lnchee and .~ reet above pavement. 3, Malntenancs: The OWl1er, or hie agent, eohall bs r~6ponelble for the maIntenance of all landecaplng whIch ehaU bemall.lt~Tned In good condItIon ~o ae to preeent. a hea It.hj, neat. dnd orderl~ appearance and eha II be kept free rrom reruee and debrl6, 4. AU landecaped areae ehall be provIded with an automatic lrrlgatlO(l water eouppl~ eo~ett$m. EXIST. BOYNTON CANAL EXIST. BOYNTON CANAL RUBBER IilSE OV(R ....1l'lE TO PROTECT TREE. A TT ACI-ED AT DiffERENT HEIGHTS ALONG TRUf'I( .12 GAUGE DOUa.E STRAND GALVANIZED ...IRE. T'w'ISTED (2) 2' x 2' ~ 8' 'w'llODEN STAAES REMOVE fRONDS. LEAF BUD TO RtHAIN BASE (J' LEAF BUD SCAlEI DESIGNEDI DRA'w'NI CHECKEDI DATEI PROJ. NO.1 r INISH GRAIJ[ !i &' son. SAOCER TO IG..ll 'WATER - 3' IUCH fiNISH GRADE RECEIVING IO...E SHAU. BE APPRIlXM\ TEL Y 1I3 LAROOl TIWl TII: RlIIT 1lAlL ;:: ~ I ~ u (2) NOll-SLIP METAl. CI1.LARS 2'-3' S1-RlJOC1l CYPRESS MULCH RUBIlEll HOSE P TO PROTECT TREE 112 GAUGE DOUBLE STRAND GAL VANIl(D ...IRE. T'w'ISTED, ATTACH TO STRONGEST TUtf( AT DIITERENT POINTS ' &' SOIL SAUCER TO Hl1D 'WATER &' SOB. SAUCER TO HOLD "'A TER (3) 2' x of' ...ODD STAKES HAILfJl TO STRIPS AT TREE TRLtlK VI STAKES AT fiNISH GRAIlE I-- flNlSH GRAM: RtHDVE COVERINGS fRlJ4 Tit: TOP .. 1/3 (J' 1ft: 'JAY DCl'WN Tit: SIDE 1___ (J' THE ROOT BALL -= L EXISTING SUBGRADE ' BACl<F'n.L wi PlANTING Htx ~ LOQSEJt:D NATM SOD. (SEt SPEC'$.) ClH'ACT son. TO PRtVENT SETn.INli :f HULCH fiNISH GRADE ' StlEET NO. (3) 2' )( ..' WtlOCN ST AKt:$ SET nUSH 'WI fINISH GRADE 3' I4ll.CH EXISTING SUllGRAIlE BACKFILL 'WI Pl.ANTlI'G MIX DR LPDSEI>E:I NA TlVE son. (SEt SPEC'S'> RtCEIVII'G tnE SHALL BE APPROxIHA TEl. Y 1/3 LARGER THAN ROOT BAl.L COHPACT~D SOIL TO PRf;VENT SETTLING EXISTING SU.BGRADE REMOVE CDVERlNti$ FRDl4 Tit: TOP .. 1/3 (J' THE 'WAY 00'W1l Tit: SIDE (J' Tit: RDoTBALL "L-l Clllf'M;TEI SOl. TU PREVENT S(T,n.INfi BAC>>'U YI PI.AHTIN6 MIX IJI LlIISOO NATM SDI. .BI\CKfB.L VI LOOSENED HATM son. RECENING HI1.E SHALL BE APPRQlCIHA TEl. Y 113 LARGER THAll ROOTBAlL ' ~~~ ~~ru 113 ~HAIt ROOr BAlL IflTE' SIilUIS SHIU. BE I'l.ANTO A HlNIllIJI lJ' I' .. r.II to( THAN 'i! AJIM flNlSIf ~ KPEIlDlMG II'lJl SIlt ClHllTItJIS. PLANTiNG/sfA~~G DETA! ,No~ to $cq.t. Trus with 3' cOot. .. sno.lt~,. t SHRUB/GRWND COVER PlAN, rING DET AI~ ~ to $c.It PLANTING/STAKING DETAI Not to ~ PAL~ TREE PLANTING/STAKING DETA " Not to $We 1 OF ',' .- ,:,r , :' ..-~ ,,~; , '1 Q(l1 /'1 ' :.- ; ;. . , <t" "i ~:/) < .' ~" , '.;';''';''1 ".,' . " f . .~', ! ~ 0<". .,'\ '