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PLANS -~~--""""~ , "" ~~' ~ ~ ~ ~ , <3 \)...J ~ ...J ~ ~I~ ~ ~ " NW 2~,A'VE (4.AJ<.!: A VlD"()~) , a () ~ ... <:) ~ /25.00' . ' , , 50.00, FND.PK . ..". " ~ " PN6, '-.50 2r..oS" . /-5TY i'I\ cas <::) \:C t3t..IX:;, ~ €L.= Z/.O ., "'-,48' 2,*, oS 4' l"l '. 3' , . " .... , 01 ~ vi rr, ...... 0-. " r' ~ //.0 , In <::) i:S:l N h. \\( ~ ~ "l:' '-J , J /.3 . "\ r-. : ... .. . . . . . . ...,.. . .. M vi M - PER K Te'S-r I'ST 3'1 - '3 M liV. 1'5 5!:C. 2.foJi) 3'1 - 4 WI IN. 5 SEC.. PE"Ki< /,/1i 51Tt . 'it . . LOT 5 \ 'sB 6 ~o, \. 25' LOT G:. ~ 3'U.~. rN/:;), I.R. 1?r/ ^"'. ,~~_/.. _C)/ ,'1 -' _ __ ... C UR8 4 c,l.JrrER s' CONe, WA'-K /,R, , C, .1 .... --.. ~ -.' C" ,.J~{ ...,' 6J,,1J 6,' /, :: /81 ' ~~;I "., "<\I~ 1\..... ":.....;, ~':' .. I " . ("~. SO .J,,).I ~ 180 ~ ~2 ..., NORTH A .'t..E..L-.___ o \0 55' u .. .. ., I u " ., H 1 12 SS' ~ 5.5' 13 R $$' 1.- i" 2.;. 2~ _. J ' [,"t, ' . ~i" 'k R€F': DW~. .:1/ /VI - 83-~ - 9/ PEI<K TS S T ll- 2. -de. Cl'1' I (.p~ ADD ITIO~AL.. E:L.E"V,4,TIONS \0' ~r:-88 Z'lq/4~ I HEREBYCERTIFYTHAT THE SKETCH SHOWN HEREON IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY MADE UNDER MY DIRECTION, AND THAT SAID SURVEY IS ACCURATE AND CORRECT TO T BEaT Of M.'l KNOWLEDGE AND BEUEF. THERE ARE NO APPARENT GROUNO ENCROACHMENTS, UNLESS OTHERWISE WN.;' '. DATE 9//3/88 . i ~jYl ~ REGISTERED SURVEYOR NO. .3 Z 8 ~ u -' PROPERTY SHOWN HEREON HAS NOT BEEN ABSTRACTED FOR RIGHTS-OF.WAY, AND/OR EASEMENTS OF RECORD: SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL STANDARDS FOR SURVEY RULE 21 HH-6.03; ELEVATIONS SHOWN HEREON ARE BASED ON N,O.S. DATUM UNLESS OTHERWISE NOTED; ALL PROPERTY CORNERS ARE IRON ROD WITH CAPS, UNLESS OTHERWISE NOTED; FOUNDATION OF EXISTING BUILDINGS LYING BELOW SURFACE NOT LOCATED, BEARING AND/OR ANGLES SHOWN HEREON ARE BASED ON RECORD PLAT OR DEED CALLS UNLESS OTriERWlSE NOTED. THIS SKETCH NOT VALID UNLESS SEALED WITH THE EMBOSSED SEAL OF THE CERTIFYING SURVEYOR. UEASURE. MENTS MADE IN ACCORDANCE WITH UNITeD STATES STANDARD. Robert Buggee Joe Tucker LOTS 5 a 6, LESS THE N.IO' BOYNTON HEIGHTS - BL2 PALM BEACH COUNTY 310 SOUTH FEDERAL HIGHWA'( P O,BOX 759 BOYNTON BEACH. R.ORIDA 33435 . 737-6546 310 WEST THIRD STREET P,O,8QX 2278 STUART. R.ORIDA 33494 28&-4111 Pg 35 Scale Drawing No. M- 88- 9-&4 b _ ",J.....~_~.........._ -......_...._.1 -- .-..,. pL~"N~JI( )r-r-Jr :&1/11 ,;.sTItE J/Tj SP P'" ~ 1t1~ to.- ~ .._"'~ I ! ,I , . " ~t;i g~~ ~~~ E~~z ii~i ....A;D1 "" " Cf. BOY t'J TON B E A C H B L V'D NOT E ~ I SEE SHEET ~3 F OR LAN D S CAP I N G PLAN S TAN D A RD PARKI NG STA L L HANDICAPPED PARKING ST ALL II n 61/ /1 7~RADIUS ~I 2 RADIUS I ENLARGE. EXIST DRIVEWAY AS SHOWN, DRIVEWAY SHALL BE 6"THICK 6"CURB TRANSfTION EXIST 5/ e-0-N-C S I DEWA L K ~ ~~ aJl. 7 /1 PA'VEMENT I o \ " -~ I> 45 2-#3 REBARS 5-:'6~/LONG \ o ~ .. ~ ~ III' ~ .11 I · :rl~~ EXIST CURB~ GUTTER I 2 5 GR ASS ARE A '" o 4 ~ O-:rr GUT T . 6 ~ - ~ II") o '-I / I~ 2-0 I " 4-0 " I N CONe WHEELSTOP co .-- ... .... '""- o ~ \ (\J ~t # 4 BAR S 12 II' L G (2) EMB, I N PAVEMENT p- SUBGRADE ... I CD C\l ~ M M ~ ~ ~ ,J 2HOLESFORJI , _ ..ti 4 BAR S 12 II HANDICAPPED EFRC~MEND PARKING SIGN A .. 5 0.0 << I 6 H CONe CURB,CrYP) . 2089 12-: Oh J 2 // 8 "I > ' j T Y PIC A L ('ONeR E TE t )1 .. , CUR B 0 ETA I L' "\ I EXIST CONC, STOOP CONCRETE WHEEL STOP DETAIL ::ri u ~ ~ ~ z o f:-; ~ o ~ "r-- ~~ ~o l:'- ~I f:--lCO ~Cr') zt-- ~ o~ o-.:t C\l T Y PIC ALP ARK I N~G STALL DETAIL , I , " \ ,) " ~ , I r I " .. ~ ~ ~C/) ~~ ~U ~<....;~ a~~ h~~ ~~~ \~~,VJ I NO SCALE (/-10~OO NO SCALE SCALE II 6 HIGH co NC~ CURB SEE DETAIL THIS SHEET . EXIST ONE STORY C. B S B U I L DIN G FIN FL EL EV = 2701 "I 1 TYPE 5-1 ASPHAL T II 6 COMPACTED ROCK CLEAN SAND II! . ! .t PROPERTY L I N E I 2 COURSES"KNOCKOUT BLOCK WITH' 2 #1 BARS I CON T. F ILL WIT H CON C .. A L T ERN ATE 8"'x 7 2 .. CON C TIE B E A M 0/4 -# 5 BAR S CON T \ 'I 8 CONe BLOCK J #-4 BAR VERT I C A L @ 4" O. C FILL CELLS WITH CONC A L T ERN A T'f 8 '/ X 72"1 CON C COLUMN 20/0C MAX WITH 4~tx5 ~BARS VERTICAL ~ -:t:l: 2 TIE S t2 72 110 C FINISH GRADE EXISTING CONe SLA B .. '~ . " REMOVE EXIST CA R P OR T N I'J I If) IJ PEA GRAVEL I 5" ~ PER F PIP E INVERT ELEV COARSE ROCK FILL J J , n. ~ a o " ro ....... I \I') / -- " o o .oJ . ........ < N- r-- ~ o , ) E\CJ . eN BA IN \ ) t' \ " I 1 ~ \) 4 41W CONe SIDE ALK , -r' ... co \ IV) I lI) ,....., .... C"\J If) co '- FILTER CLOTH 2"- 6 If " ,I .-- DISTANCE FROM BOTTOM OF SWALE TO TOP OF CA TCHBAS1N SHALL BE 6 /1 (TY p) 5 ::. 0 1/ J I - .. f ;' I ' If- I o( , J 95 I - I - 2 0/1 x 12 // CON C . - - I '.. ffilIFOOT I NG WI TH ~ ,. I. .., 12. ::=-J" J # 5 BA RS CON r 1m. . .IDI _....., .. ITflrn ~ ~f~nn MASONRY WALL DETAIL PRELIMINARY " N / /; TECHNICAL COMMfflEl\ L E ~ = 1 -0 FOR SIT LAN REVIEW~ Bldg Dept Date eltW ) Fire Dept te - 2- -]) Eng Dept ~Date z/..~Jf1~~ ~ Uti) Dept. tI/7 Date 1./Z/M ~ Police Dept Date ) ~ t A{l1 P W Dept Date~ 5"7 n?6.A-1o City Planner Date ;Z( ~~lfo Ree Dlr. Date~ City Mgr. DateJ!/P:f.2L Forester Hort Date J -~ .87' ~ MeMD S TOe U:>/1\(I\~,,$Q't $iAPPROVEDD~ I.L \ t:l-\!s''i fff~ G It ZONtNG 209 ! I 4 l' , ~ ' r II .\ ~ 'l< 6rH ,CONC CUR B (T Y p) DRA J N TYPICAL SECTION / ~a 0:> _-J r-CD a J:~' u a <::(-1 ~ LuLL l-CO 021:" -lOUo ~I-<.:t-.l :c < IJ.J --.J -:>-Q)lU ~ 02 :2: ct co 0 \.9 <:( >~ ~ Q-> .. <: l1J ~<d>- ~ UC\JO- ~!V)C()~ r-:, o a: ~ 0 ~ LL "'~ o . cO seA L E :}2 = J /- 0 "I i(T '" j , I 12 OJ j I I ~ < , I I J: ~ t l I ( ) '\.0 ' \ I 2" 1 l.R A DIU S I .. T Y p) I \ < li , + J t f If) -J ~f2 0 3l ...- - <::( t-- Lu a I I tt II' ',6 H OONCUJ r ~ CUR B (r Y PI; '::. ". ~ " , Q '" ,~ >< 2 0 2 J 1 ~ I' ' l, I 3 9.0/ ---......... .... ~ l- V) o ~ C\J 12~.2IA I 295 PR 0 J E C T 51 TE '0 , lo "'"Ur- a 0: IV) x :c <(( -l Q Lu ~ EXFILTRATJON TRENCH W/P E R F.. I PIP E I . N 'I I j! t 1... "l.{A-~' a ::> " J ~ ' r- Z I.U ~ Lu V) .... <;( 0 LlJ cO >- I- BLVD" BOY N TON Be ; '\. .; I ' 1.lt,J: "J it .. F 'L TER ,CLOTH " COA RSE ROCK F L L I 1 t J 511 ~ PIP E CATCH BASIN -- ---- , ,/ I , 'I ~a ~~ cx::5~ wu CL ~~i ::J::>Vl o8tJ (/)CX:cx: w~~ ~ W WiJ! ~CD~ <~I-v\ w1-3~ ~~j;5 ~~~~ <~'-' PERMIT CONSlRUCTlON ~ ti ~ ~ ~j;olj i3 ....J~ '-' SCALE 5 ~ eJ CS AS NOTf[~:>g~ DRA'M-i BY T,/3 S DATE./I 15 8 ~~~5 CHECKED BY FE T no .AIDA IT 11/2 6/B9 vr~ z l5 JOB NUMBER ~ ~ ~ ~ 88-53 -<~::>~ cx:..... N aW~ir REV ~~~ ~ A ~~~~ > J 'I' \ i , , "" 'I' ( . j i 1 J , ',' l- V) a Q: VE ~ \ \ } , I t' ~/. Ll.J 0:: "t Ll.J U) LI) 0> , - - I , OCEAN WHEEL (T Y PJ V) :s ~ 203 BA N 0 F I L T E R FABRIC TO PIPE . ~ ~ ~ ~ ~ <' ~ " ( - -.J . \. - , ' I- ~ f\.....~ ~ l/) -(0 , , -yo , .... p-~ ~~ . 21,5 4 I 0 'I CSJ @J TO P SIGN APPROVED .. HANDICAPPED S I G N SLOPE PAVEM E NT INDICATE Exlsr INDICATE FINISH ... 197____ - PROPERTY LINE / 'II 8 0 NON -SLOT TED LOCATION MA P NOT TO SCALE 5001, , TYPE lei CA TC H BAS I N ( T Y P, ') I \..61 H; MASONRY WALL BIDS . , 41- _-.f"' FILTER FAB'RIC END CLOSURE J:DETAIL NO SCALE GRA DE GR A Df 2/,2 1234 J '........, SITE PLAN IJ SeA L E 7 // =: 7 0 / - 0 II A 1/2 8 NO DATE TB S R E BY APPD PER CITY OF BOYNTON-,BEACH DESCRIPTlON SHEET NUMBER I 0 F 3 ... . ~ ", .. 1/ . . ( I .,.,.- l- .. tl b~ 0' y /' /1 t r ~d - ............... " -- ~, -> - ~"'~'J!.- ___ , -Jr..w..r........" - II , \1 . .. , "\ . . .. Wl1 ... .. .. .. ~ " '" ... . -~--- ( J - ._~ .l.... Notes for Slte Work I "[' D1Vlslon 1 - General 1 The Contractor shall before submlttlng a proposal V1Slt the slte to satlsfy hlmself as to the materlals and scope of new construct1on and any dlff1cultly attend1ng to performance of the work 2 The Contractor shall verlfy 1n detall all dlmenslons and condJ.tJ.l~n8, partJ.cularlv at the job site ClnJ 1 epOl t dlscrepanc1es to the owner or englneer prlor to Sl~nlng of the contract Fa1lure to do so w11I not relleve h1m of the requ1rement of perform any work The Eng1neer w11I not assume any responslbl11ty whatever for the eAecut10n of the work 3 All work shall be performed In strlct conformance wlth all federal state and local bU1ld1ng codes All J.nstallatlon of equ1pment shall be performed 1n strlct conformance w1th the manufacturer's recommendat1ons for proper J.nstallatlon 4 Contractor shall locate and verlfy all eXlst1ng ut111tles pr10r to the start of constructlon Dlv1s10n 2 Sectlon 02110 - Demol1tlon 1 The eX1st1ng canopy attached to the eXlstlng structure as shown on drawlng shall be removed 1n 1tS ent1rely 2 The Contractor shall protect all eX1st1ng utll1t1es and publ1C 1m2rovements and shall be respons1ble for all damages caused dur1ng construct1on and shall repa1r sald damages at hlS own expense JI EU -1 r-2~/2" TYPE "E" GRATES ARE CASTED II IN TWO SECTIONS TYPE DIMENSIONS V INLET II E" l~ w ;co I 2J~11- 2~ r-- - r-2" -3/411 I I I I L---J , I L- II ,_ I I I I ( I I I I J I I I 11 I I I I I L IL- I r1-3/4" I I' I I I f I I -.-lL-_~1 I I' I I I L....----1 r 1 I I I I I I I I I I t=--=3 ~ : I r2 -1/8" I 11 I L-L -r -I 2" L u, ~~1-1/2" GRATE 1 TOpSOll shall be removed to 1ts entlre depth from areas to be occupled by park1ng areas and walks and legally d1sposed of, except that WhlCh 1S to be placed 1n landscaped areas 2 The Contractor shall notlfy the Owner 1mmedlately of any s2eclal sOlI or water condltlons that are present on the slte Do not proceed wlth further work untll so notlfled 3 If muck lS encountered lt must be completely removed to 10 feet outs1de the edge of pavement or otherwlse speclfled Sect10n 02200 - Excavat10n and Backflll 1 Subgrade shall be compacted to 95% MaXlmum Denslty for a depth of one foot as determlned by AASHTO-T180 I 2 No earth embanvments shall exceed a 4 1 slope 3 The Contractor shall be responslble for all llne and grade work as requlred by the Contractor and all Subcontractors 4 The Contractor shall flll and flne grade all planted areas leavlng the flnlsh grade smooth, level and ready to recelve sod or other planted materlals Grade at the perlmeter of the plantlng area shall be 2' below the adjacent concrete curb sldewalk or asphalt pavln~ as appllcable Grade wlthln the plantlng ls1ands and plantlng str1ps shall be crowned ~ ~ 2-1/4-- >-t <(u 3;:- OUl <(w 00- Cr::)- f- - f- -2 ~ 1 / 4" r-- 1n IJel1 II DJ' '1 All I' BJ' t o If e" 2' - O' 3' - 1" 2 I - 4" 3' - 0" 1 1" I' A' 8" 1-- 8" ~- IJ E" 3'-0" 4'_6" 3'-4" 4'-4" 1'-5" ~ o LL '-..-/ "C ~i' 1I E 1I MOD * 3 I - 0" 4 ,_ 6" 3 I - 4" 4' - 4" l' - 5" I~ col - if) W 0:: <( > 2-1/~ ,U 1-1/2~~ 5-3/4J~.1 ~ "~~ =;l r5-3/4" 2 - 11/4 III -=1 r-+ 2 - 1 /4' 2"J=l--CRATE3 -~ l ~-2 CL c:: l 114 BARS/ I s 1 2" 0 C I TV/~ ~~ r i ~ ! r 1- -o~-~ =+- 1$ LL__ ~ GENERAL NOTES SECTION 5 Fl11 for unpaved areas shall be clean earth, ObJectlonable forelgn objects Sectlon 02400 - Slte DraInage 1 The Contractor shall slope all flnlshed grades to provlde posltlve dra1nage Flat areas and pond1ng water w111 be unacceptable SEE STANDARD PLAN FOR DETAILS WHEN USING THIS TYPE INLET WITH VALLEY GUTTER ROAD SECTIONS FOR MORE INFORMATION SEE DOT 1976 STANDARDS INDEX NO DOI-03 ( 1 ) NOTE PLAN II 2J~f- 3 Protect agalnst damag1ng any lawns, shrubs, walks and other wor~ that lS to remaln In place Sectlon 02200 - Earthwork trees, roads. (2) GENERAL NOTES ALL EXPOSED CORNERS AND EDGES TO BE CHAMFERED 3/~' FOUNDATION MATERIAL WHERE MATERIAL UNSATISFACTORY FOR FOUNDATION IS ENCOUNTERED AT FLOW LINE, OMIT FLOOR AND CARRY WALLS DOWN TO SATISFACTORY FOUNDATION BACKFILL TO FLOW LINE WITH CLEAN SAND BEVELED EDGES GRATES. CAST IRON GRATES I N ACCORDANCE WITH FLA DOT SPECIFICATIONS -~ 8 -j '" INLET TYPES INLETS ARE TO BE SHOWN HEREON TYPE II E MOD" IS A TYPE II E" TURNED 90 TO RECEIVE R C P LARGER THAN 48" DIAMETER INLETS RECEIVING R C P LARGER THAN 48" DIAMETER SHALL BE IN ACCORDANCE WITH FLA DOT STANDARDS (DENOTED ON PLAN AS II EM") z 2 ~ N .J SEE MATERIAL INLET WALLS AND FOOTING MAY EITHER BE POURED-iN-PLACE 2500 L8 CONCRETE, OR PRECAST CLASS "A" 3000 LB CONCRETE, OR STANDARD MANHOLE BRICK (NO BLOCK) WITH 1/2" PLASTER (NO LIME) WITH 8" PRECAST CAP free of all nralndpe Calculat10ns 1 hI - 5 YI storm = 2 9 Assume water table 1S at a depth greater than 3 feet Sell Water Storage CapabIlIty = 4 95 sq ft Totdl Slte Area = b766 sq ft RaIn1all Volume = 676b sq ft A 2 9 11~ = 1635 cu ft Perv10us Area = 1655 sq ft InflLtratlon Volume = Ib55 sq ft x ~ 95 112 = 682 7 cu ft rrench Draln 1S requlred for the followlng volume = _ 1635 cu ft - 682 7 cu ft = 952 3 cu ft V~lum~ (~c -In ) = 952 3 cu ft ~ 1 ac 143560 sq ft x 12 ln 1ft = .:2t:2 ac -In .' } oRTOP IV) l- ... I , ~ DeSIgn E>flltratlon Tlench SJte Total Acreage = 6766 sq ft x 1 ac 143560 sq ft = 155 ac PerVIOUS Area Acreage = 1655 sq ft ~ 1 BC 143560 sq ft = 038 ac 2 5 t1mes the % of Imperv10us = 2 5 x 117 ac I 155 ac = 1 89 in Volume (Total DeSIgn Volume) = 1 89 ln A 155 ac = 293 ac -In H = Tr =n~h HeIght = 3 25' W = Trench Wldth = 5 /POST ~ o I \, f\.", GENERAL SPECIFICATIONS lill~IIII-1/11 ~ '=1111 r ~C ONe I v BASE I POST STEEL FLANGED CHANNEL POST WITH BAKED GREEN ALKYD FINISH PER A.5TM-A-/23 , WITHOUT ANCH OR PLA TES SEE DETAIL SHEET\ C ONe BAS E 2000 -# AS SHOWN STOP SIGN R 1 'MUCTO 30" 30"(HIGH ~u = Un~3turated Trench Wldth = 2 25' ... .... Na = Effectlve Porosltv ~ 23 (Conservat1ve) Hydr,ul1c Conductlvlty (from percolatIon test) [lrst 3 - ~ ml 15 sec = 0 00128 ft Isec ~econd ~ - 4 ffiln 15 see = 0 00102 ft /sec Average = 0 00115 ft Isec Trench Length = 1 01*V - 0 084*Du*W*\!(K*H*Na) , o 084*Du* \[(K*H'Na) + (0 00013Q*W*Du) " o ,I tv) o \, \ C\J I NTESITY)~ I It en c 1--1 Len g t h = 1 0 1 (0 :2 9 3) - 0 084 (2 25)( 5 ) '* V (0 00 115) (3 25) (0 23) \1 03412 "':5)" V(O 00115) (.=, .:25) (0 ~J) + (u 000139) (5) (:=' 25) = 378ft < 65 ft (OK) TYPICAL STOP S IG N NOT TO S CA L E NO DATE - I --.... ..... ~--- - ~ 2 Fllter cloth for exflltrat10n trench shall be M1raf1 140 or approved equal Termlnate trench bv wrappIng and bandIng fllter cloth areund p1pe 3 All lnlets shall be precast Class 'A' 3000 pSl concrete 4 Gratln~s for catch baslns shall be cast lron and fabrlcated 1n accordance wlth Flor1da DOT spec1flcatlons 5 Relnforclng steel for catch baSlns shall conform to ASTM 615 Grade 40 6 Shop draw1ngs of catch baSlns shall be submltted to Gator Englneerlng Servlces Sectlon 02500 - Pavln~ 1 The sequence of constructlon shall be such that all underground lnstallatlons ( 1nclud1ng sprlnkler system ) of any klnd that wl11 come under the pavement or wlthln 10 feet I of lts edges shall be lnstall pr10r to the constructlon of j the base I I 2 Shellrock Base shall meet the requ1rements of the 1982 , Florlda DOT Speclflcatlon and Palm Beach County Standards I Latest Ed1 hon 3 Shellrock Base shall be placed 1n 4' layers (compacted th1c~ness) and compacted to 957 MdY1mUm Dens1ty as detelln1ned by AASHTO T-180 I 4 The materlal use for prlme coat shall be cut-bacv asphalt Grade RC-7U or RC~250. conformlng w1th the requ1rements of I AASHTO M-81 The penetrat10n range shall be from 60-1~O Rate I of appllcatlon shall be not less than 0 15 gallon pel square I yard I 6 Type II Asphaltlc Concrete Surface Course shall meet the I requlrements of Sectlon 331 of the Florlda DOT Standard I Speclflcatlons latest reV1S1on I j i I 7 Before constructlon of Asphalt Surface a Job M1X Formula shall be submItted to Gator EngIneerIng Servlces 8 Surface preparatlon, spreadlng and laYlng, compact1ng1 and rolllng operatlons shall conform WIth Asphalt InstItute recommended speclflcatlons Sectlon 02501 - Pavement StrlPPlng 1 Pavement strlpplng shall be double-Ilne palnted strIps where park1ng stalls abut each other and meet the requlrements of 1982 Florlda DOT Speclflcatlons latest reV1Slon 2 Pa1nt for pavement markIng shall be whlte non-re~lectlve palnt conform1ng to the requllements of Federal Specltlcatlorl TT-P-115, Type III, Palntt Trafflc, Hlghway, Whlte W1dth of Ilnes shall be four lnches unless noted otherwIse Palntlng for handlcapped par~lng spaces shall be blue D1V1Slon 3 Sectlon 03300 - Concrete Work 1 All concrete shall develop a mlnlmum compresslve strength of 2500 pSl at 28 days 2 All concrete deslgn and constructlon shall conform to ACI 318, BUlldlng Code RequJ.rements for Relnforeed Gencrete 3 All concrete shall comply wlth applIcable sectlons of ASTM C-94 for Ready-Ml~ed Concrete 4 Sldewalks shall be a mlnlmum of 4 thlCk Walks shall have sawed or tooled JOlnts at 5 -0 maXlmum wlth tooled radlus edges Installed 3/8 expanslon JOInts at lntervals of not not over 25 -0 and slmllar J01nts at walls curbs ete Clean JOlnts and caul~ wlth sealant lmmedlately 5 All exterIor wal~s shall recelve a broom fInIsh DESCRIPllON BY ~ tf5" ... ~- _ _____ 4181~- ~ -" ~L _~~ ~ hi ~~~ ~~~ ~!J~Sl': ~~, ~It , I ~ ~ ~V) ~~ ~S2 ~~~ h~~ ~~~ C)~V) - 20 ~~ t--.J - am a ~J:: u ~<:t~ OLu-JO -.JQ)LL--J o -J :c2J:LU _OU2 y~'t\!) Q:::2:lU~ ~>-Q) O:z:l.1.J ~cnO~ U - !Ll~t-~ ~ 2 O(Q>-ct ~C\JOO ~lV)caL1- 8lDS PERMIT R t-=1 ~ r--; ~ - - ~ CD C\1 ~ M (Y) ~ ~ .. ~ U .q; ~ ~ Z o b ~ o P=1 "'l"'- Q~ ~D t'- ~I f:-;CD ~~ ~r-- Db D~ N____ (/) -.J - -({ t- lLJ a CON S1R UC1l ON _~ ~ 1 ~ ~a ?:~ p:::~Z ~u~ [~~ ~~Vl 8C1l Cl::~ w~~ 2=Cl::w Ww ~t:oF <~t- wt-6~ OOrs 5zf-Ct: o::~~w ~~ Vi ~o t:5?;jl=z ~~g~ (3 -1~ o ~~EJCJ ~5~n: ~fllOf! ti')>-< LI) Z0 <C!< vt~Z~ 0[5-z ~~~B <z~< 0:: N ow~~ ~~~~ ~0~~ SCALE - N T S DRA'M-I BY TB S<KH DATE..II/21'88 CHECKED BY f E T R 0 VDA TEll 12 818 6 JOB NUMBER 8 8 -53 SHEET NUMBER REV 2 0 F 3 APPD - -- ...~~ - '\ t~ ~ fir " \ Ii . .. ~ ~ . ~ PAOPERTY L I N E .. ('\i .. . EXIST PALM (~ . , ~ .. ~ BO'(NTON BEACH BLVD / ONE / B U I L D I NJ / r; / / / / / / / //////// / I E X 1ST II NG I I H E1D1G~S' ~ ( \ I '- \ ) , // / ExIST STORY I , / /// , / / / / [,--~" ~ PARKING A R E'JA l '~ I... ~-J -1> -...... LANDSCAPE / / seA LE: } :: J 0 - --- o Q) L o cQ) '(0 ~-~~::J. L PLAN PROPE RTY L f N E .l.' --- -~ BU1.ld1ng Area 730 sq ft Lot Area 6766 sq ft N Pervious Area 1655 sq ft -- ImpervJ.ous Area = 4381 sq C0 CD @ ~ 11 r :1" , ,,!~ .. I S1te Tabulations I , ; Lots 5 &6, Less the N 10' Boynton He1.ghts - BL2 Plat Book la, Pg 64, Palm Beach County Two eX1st1.ng trees exist on the property - Tree on east s1de of property shall be removed Tree on west s1de of property shall remain Tenant Dent1.st's Office (11%) (24'70) ft (65'70) ParkJ.ng RequJ.rements 730 sq ft /1 park1ng space/200 sq ft = 4 spaces requ1.red 6 prov1ded Landscape Area Inter1.or Green Requ1red = 20 x 6 = 120 sq ft Interior Green Prov1ded = 200 sq ft Inter1.or Trees Requ1.red = 2 Interlor Trees Provlded = 2 2) All landscap1.ng shall be l.nstalled in a sound workmansh1.p manner and accordlng to accepted good planting procedures 2) All trees shall have a height of 10' after plant1ng Trunk shall have 5' of clear wood w1.th a m1.n1.mum dlameter of 2" 3) All hedges shall be 36" height, 24" 0 c 4) All landscaped areas shall have automatlc l.rr1gat1on from pr1.vate well t \ 1 j 5) All landscaped areas at parklng area not protected concrete wheel stops shall have ra1.sed concrete curbs by I J' 6) Grass areas shall be soddedL pluggedt sprlgged or seeded except that solJ.d sod or o~her accep~able erOSlon control measure shall be used l.n swales or other areas subject to I erOSlon I 1-7) All landscap1.ng shall meet the I standards as set by the C1ty of Boynton ! r t requ1rements of the I Beach (Ord 88-22) JI'..... ..... LEGEND VI B URNUM LIVE OAK MAHOGANY HEDGES I I NO -..:- -~---- I \ t , t DATE 1 bP-- j ~toi ~~~ ~~~ PROPERTY !J~:z: // ii:i L IN E H CONe, CURB J1I'AS PHALT 4 _A;tr/ I I PA VEMENT E X I 5T GRADE 6 " BASE S UBGRADE co C\l ~ C"") C"") ~ ~ SECTION A-A .. ~ U NOT TO SCALE ~ r:r.:l ~ ~ Z 0 ~ ~ ~ ~Ct) 0 ~ ~~ "'l'- ~U ~~ ~o ~ ~ t'- ~I a~~ ~tD ~C0 h~~ Zt-- ~ ~ ~ 06 Cj~Ct) o~ C\l <: I ~a' I--~ --J Qcn a . <:'{ 1:: ~u O~'( , lLJ --J 0 -J en LL -J ~<J:uj :2:0U2: ~ f- <::( \.9 ct<~<:{ >- ~O--Lu Q c::.::..~ bcoo- u$:l-~ ~ :c ~<O)...,O:: OC\JOO ~/v)COLL ~ (/) -J - 't f- Llj a l- V) a 0:: ,..,., ~ < / ' ( PRO J'E'CT SfTE v ~ I q ,,~'\ ) '''' --ur- I r i :, Itl 2: q -J Q BOY N TON I B H, 13 L V D, r N ~o ~~ p::~z ~u~ [~~ ~~V) o8(/) 17lP::~ w~~ ~ w Ww ~'l)iE <~...... LL1f-~~ OOr5 5zl-et: ~~~ti ~" COOSTRUC1lON ~ ti 1= ~ ~~g~ i3 ...J~ o SCALE 5 ~ Ej 3 NOTED ~5g~ DRA'Mol BY TSMITt- DATE../I J 988 ~~~d CHECKED ByFETRO DATEI/2888 vf~Z~ JOB NUMBER ~ ~ ~ ~ 88-53 -<z1:3=>~ cr N aW~5 ~~~~ ?:~~~ :::> -.J Lu Q q U U) a ~< H~ E-i-J ~ E-i If) 0) I - ct <...> ~ l/) z LOCATION MAP NO T TO SC ALE BIOS PERMIT DESCRIPTION SHEET NUMBER 3 OF 3 REV BY APPD -- ""'" '/ D 'Ii ./ ~. ::r i, w ,. "II I : !-, .. oJ ~, ,. ", , - " t. F r, , ~ , , A ,.... f k t ~ - , " ! , t - , -, ... - ", ~ I .. t' l N It) ... ~., " It) '\ 0 M I III !II! :r: lL C a: 0 I 0 a: lL III ..~ a: III ill> ~ II C :; \ III II: .~ ~ -+- ..- ::","",,~,.. ~ ,- .~ ....,.,..... ., t' .. ~,~"- ..",,- \ \ \ ....-- ELECTRICAL ALL WORK, MATERIALS AND EQUIPMENT SUPPLIED AND INSTALLED UNDER THIS DIVISION SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING CODES AS AMENDED BY THE GOVERNING BODY: NATIONAL ELECTRIC CODE (APPLICABLE EDITION) LOCAL CITY AMENDMENTS O.S.H.A. STANDARDS OF NATIONAL BOARD OF FIRE UNDERWRITERS REGULATIONS OF FP&L CONCERNING ELECTRICAL INSTALLATIONS REGULATIONS OF TELEPHONE COMPANY AS APPLICABLE m W -0 ~ > <t m - UJ .r: U L U o ~ ~ mcm [f'- mOlC -V <tCO ..c" W+J U...... C<{ CO ~ r" Ol ~ri) CD I l{J .c ~ 0 m ~ W+J .Ng" --1:JS +J- WOO CDC" WCO,~~O ONJO ~u~cnm! LO f() V r() ri) I I I I I I I I ___J ~~ ~1 ~ PARKING LOT LIGHTING LEVELS ARE IN COMPLIANCE WITH BOYNTON BEACH PARKING LOT CODE · ARTICLE 10, SECTION 5. . ~ W ~ a: 0 ..J "C lL. ~ M ~ Z olJ C ~ CO 0 J: ~ ...J : ~ Z : 1 Z a:: ~ - 0 ~ u.. a: z l ~ ~ CO LL "' 0 :c ~ a: w LLJ aJ Z Z 0 a: ~ z 0 ~ U m REVISIONS: AVERAGE MAINTAINED FOOTCANDLE LEVEL MAXIMUM TO AVERAGE RATIO 3.57 4.10 r---- KEENE #SAR253LXC-PCB, 250 WATT HPS FIXTURE _ (WITH INTERGAL PHOTOCELL. :j I ,../ ~ IT CONDUIT WITH #12 THWN CU. CONDUCTORS TO V ,. XISTING PANEL. INSTALL ON NEW 20A BREAKER. , - ~ POLE - OWNERS OPTION TO USE 20' 'TYPE 1" CON- CRETE POLE WITH 4' OF THE TOTAL LENGTH IN ~ GROUND OR A FIBERGLASS POLE EaUAL TO W.J.WHATLEY E3020 WITH 4' OF POLE IN GROUND. FIBERLASS POLE TO BE STABLlZED WITH CONCRETE AT BASE. NOTE CONTRACTOR TO VISIT JOBSITE PRIOR TO BIDDING TO ASGERTAIN EXISTING JOB CONDITIONS. ALL WORK RECmlRED TO PROVIDE A COMPLETE WORKING SYSTEM IS TO BE INCLUDED. "FS" BOX LOCATED AT HANDHOLD. FURNISH 10A IN- JI'" LINE FUSE ~!J CONDUIT SIZE & NUMBER AS SHOWN ON SITE PLAN. ALL EXPOSED CONDUIT TO BE SCHEDULE 80 PVC. MINIMUM DEPTH TO BE 24" - ...... ~ 10' GROUND ROD WITH #6 GROUND CONDUCTOR BONDED TO FIXTURE. CONNECTION TO BE WITH APPROVED UNDERGROUND CONNNECTOR. :.: PROPOSED SITE PLAN - .JOB NO: 88128 LIGHTING STANDARD DETAIL DATE ISSUED: 11/10/88 -- ~ --- SCALE: 1" = 10' - 0" NOT TO SCALE DRAWN BY: A.D. DESIGNED BY: CHECKED BY: M.T. _.21 1981 APPROVED BY: M.T. SEAL SHEET ,,-:\.- '''- ".... - .. -~ / ;': ~'::~=:-' ~ - ~~~:)~; - ~ ~ ...., ~ v - ~ -., .......... ~, ;)JIr~ OF SHEETS 5 bf: 5 _=:-',?,- AI. " -"';,\