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PLANS ...-..' ., ~ \ . \ \ \ \" \" \ ~' ., ~ I ~- ..,- - -.- 9 .......,-- T .". I io'''_~;-' .....,..,. ...~ ..,. ........-..,- - ~ -. ~ - ~~.;p- -,.. __ - -.- 1.-,. -.-....1...'..-.- ~.. "Y.'/ ".;r- - ...... _. ~.. ,...... __ ~~ _...... ~:o.. ,,--... ,... ....."- -,..- , , ,__~__."..,,~.~__.~_~fti' -_~? - . ,~ ~ ~ ._.~ ,,__,,_ Q ,__ .. ~ - ". -. --... ~ ... COVER SHEET SURVEY o~ ~HE S~~r~ ~ ~ o~ ~ ~ 1--. ~ '< ~~ '=' U1~ ... ~ -/.\ 0 o ~ ~!d~-~- ;Ji. .., t ~~~' * ~ ~ .,. ~ ; L- _ ~ + Gon WE 1'\\-~C; S-l C-1 C-2 AT BOYNTON BEACH architecture montenay 5040 n,w, 7th street miami} fl. 33126 305 445 1968 . Inc. ~ r architects . . e.nglneers . planners SITE & PAVING PLAN DRAINAGE & UTILITIES PLAN C-3 SITE PLAN DETAILS C-4 WATER & SEWER DETAILS -- - w..... PRELIMINARY tECHNICAL COMMITTEE F TE P RE.VIEW Bfdg. Dept ~ Date ~ -/-C}bmtf.lI'1C) Fire Dept ate s: I -'1 () Eng Dept _ Date ~ Utll Dept J?1 d Date 0-1- 90 MeMo Pollee Dept Date yz.tem 0 P W Dept qv ~"fV Date~-- O"':/J1.eInD City Planner Date $I ~ Rec Dlr Date ... J- fa City Mgr ~ Date Forester Hart. Date 5'" -Cjo ~ SA-1 SITE PLAN SA-2 LANDSCAPING PLAN SA-3 LIGHTING PLAN SA-4 FLOOR PLAN SA-5 ELEV ATIONS SA-6 PERSPECTIVE -> .--...-AC:.."""''1" A _ IP' .r .... .. ~_____ - - "'-~ ~ ~...",-.. ....., . ""...- -~ ""'......... 'Y'~ ~ Jllf!lff---r---"'.H..Y.:t"lI...." + ~.".,~..~..... · P LA-JI~Nt;.. ~AANT~M 'A~1c ~v f "'- -... ~ - ;i. ~ ~--~~":~- - - ... ..... ~~;;. ,,- ~'I" .. __1/ - - -- , ,....-r..",.- "e""'::::_ ,,- " .-d"" _ _ ---- - SKETCH OF BOUNDARY & TOPOGRAPHICAL SURVEY . '. '~ .. J;.. , . . -:r~:"~<I; I 8 I '\.. ,Ie (;"f F lilT! () AI I Af2t:,4 ~ .. oi Q . . . ~ ........ j " MlITC.H II ~ , 'C7(; EcvA/LJ AI",,,,, ' PISC , 0,30 Sourf H"~.vr 8/15'A/ o N ~' ~I ~ ~ '~ K ~ ~ ~ ~ . \J '-J ~ " I I 'I SC~LE' = 1. ::. 30 , . . _ 50 4 e- ,() " ~ \) fi lU I.n Z~ p'dtJlllfJ 1'1411.(rJ/~ 1"001/1) ,IIItrA€Lf) NI1Ii..1z,oISC." '" Srt:1I'1E12. ~;'rn t..{) ( STtJrv"lr",- CEtf/lC,e l.ll/~ ~ ASPH CALC C/L CONC DESC FD INV I.R. MEl\S MON RAD , , , , LEGE~D ASPHALT CALCULATED CENTERL,INE CONCRETE DESCRIPTION FOUND INVERT IRON nOD MItASURIm MONUMEN'r ftADIUS II lC ,~ I'"'NTSO ON NO, 100llH OLI!AIII'1I1NT . ;j '.'; + FIR-'=' HYD. I i fLA T oF- BOYNrO# ' BlEACI-I DISTR! IBur/oN Cl:NrE,€,. A sPH PLAT1300K #7 fAf;c 100 ,101 -/" P4~KIII~ /y.1F CtJ~~e " ~ oPf'iA 'It~" Sin" ~2..t:et:W~ ~~ F'otJwo t._ . ~c.Mf), C.4.p~ .L,S ,I.J~" ~,.... "oL()' ~ I ,t-- V /1 -~ t!AI.C.. ~Me",fS, ~ ~ 50,67 1.11't/1r StvAL~ [),ray IJ?/JlN.4 / .....>9 sw,4U: ~ ({'" , <:" "'.::> c ~ rap OF SLOM ~ VACANT ~ "\: , J~ I 'r-CO,NC, WIlR:.c 11605€ f , ,j ~/NI.sI-l FLOOR. €L€VAT/oA.!: 2'3.1-/5 N~" Pt.A TTED DESCtMEAS == 348,25 S,88-24-22E I 1'I0tV- ~A/)IAL LINe- ~ ~ 6 ~k 3~ ~~ Ilia o ~ ~'u ,'" ,~~ ::>1( l!:)~ ~ 1.8t> - ~"I (!,CNC vJIJofJ Prtb.;\ p(Jw~ t ooD PDwfe p,,1. (\ ' 1" 'II. He,e.~,(J ~~,e- ~s., ON ?,eo~,e"'" LINe;- ~o '51", sn- Iltrtt.oN '~ ,~D CAP=PL's ~'Z..<}~ "_, sro~ *" MANf.fot€', , '~" ~3''''' 4<k"":m ~~ rW:/'f.oB ~~.~u. -0 ~~ o. ~ ;;I/B" ";FALL prPE '.0 r.wv. -= I~.ea~ .} ! '~ ..) ~ . / >, \ ,; I ~Y8 I \ I I\~ " ~-1 ~ . ~~ ~o pPltt s / ) ~ (:) '" 21f" Ie TREES SMALLER THAN ,6" I~ D!AMETER ~RE NQT LOG~TEb AND ARE THROUGH- OUT THE PROPERTY.' . ~ .~ ~ ~ 00 ~ l{) ( ... <t -' '- ~~ '<~ ~ ~~.. ~ , ~~ ,~ 0'2.'~~G ~A '0 ...:3 ~ V .. . Q) 'llf"Q (to" P, NfZ ) // /' y/ ./' .~~ ~ ,~'I 12" Q) 2.q" o ~) ~ <2 ,;' 0,,1 rrNE.'5 ./ 1 tJ 8" .~0 '---fr#eS ,,' '1 0 ' t{~ ~11l" Z ~ Vfj, ~ ,~II~ ~s sAtll1'Af2.}. MAH~o.. .". 'Z... 1M' '" 0 !:.ur.. ':" p,pf ~Nf) () ~ '/ " 7y"'~ L ( f1=!'t5' " C;MU ' ')w,t~ SEC~(I> LIt> I'b$r "". ' ""~ ,- '. V) "- -... ....... ~~~/ /.,~ / "",.Ie: // \,.01' , ""~~ ~ ~ . 24"1" ,.Jt: o "f~ ~~ ~~. ~ . --- ~ <\J r ~ \ ~1.:~1',' ' 21.;" o p,"/€ o 21/" f,l/~ ,/ ./ "., J"",'''-'' /' .-' ~ ,~,~;~ , ,\\3' " . , . 8 28"fltlE o ~S' ""-8 /8" " ,,..;e fINE (7'\ 6 P G:> ~ L 'net; r~MS"', pr.Le ~~+ ~- ~'3' ~ 5 ei '1l.'J::IeoN R.OO C~P: p,L.S LlZ'P ~ DESC. ~MtAS:=- 265.43 N,88-24-22W NON-~AMAl LING" ~~ ~ ~ . "~,, ~~ . ~ ~~ , . . /-VACANT /. \',I. < G?V,6N1'VM ....;1 ~ ~~-re ~,~K z o (,,) ~~ , ./ .4..~t~ "'l) o flECif,cAl '(~M/S':o ~E:'~ ON c.otlc. .s LAB ,l-oc..A 1"11>1../ 'SK e:f"c.H , .. ~'" - , " o~ 'V ~~ ~ H ~~ "". tt U) ~ ~ -~ 3'.' 18", TREE )'tUi!5: <J ~e~ lI) lJj ~~;> C) " :x~~ Ie '-1It1S1"RAlIhtl ~ . .- " _~-:t.?~~mo, C4P: r.l.., 5-tr4C:1 ~i ",0 () ~ ~I to! A~'b. '!,VI n ",\ . ~ ~ ~ '.u " ~ ~ o LIAlt:: I hereby certify that the a~ta6hed sketch of sutvey of ~he ~bQve ~~~cribed ptopecty is true and correet to the best of my knowledge ana belief and con- iorm~ to the Minimum Technlcal Startdards establishe~ by the F1o~1da Board of' Professional Land Su~veyors in Chapter 21""-6 Florida Administrative Code~ as Surveyed under my ditectio~ on Ap~~1~21, 1990 .5A"~AItY MIW /loLE? . /ooJd~a f'd we: P- A-oUE' ,..-- CHRISTOPHER J. HUTH LAND SURVEYING ,214 N,E.3rdStreet Boynton 8each. FL 33~35 ' (Msfflng Address) 310 S,W. 1st Avenue , Boynton Beach. Fl33~35 .d07 -730-098 '7 ----- ., LEGAL DESCRtPTION Lot 89-A ahd a portion of Lot 89-B, p1a~ of QUANTUM PA~K At BOYNTON BEACH P.I.D. PLAT No.8, according to the plat ~hereof~ as recorded in P1a~ Book " 57, on Pages 196 and 197, of the Public ~Qcords of Palm aeach,Cou~ty~ Florida, the before said inclUded portion of Lob 89-B being more par~iculirly described as follows: BEGINNING at ~he'Northeast corner of ~he before said ~ot 89-A, thence South 88024'22" Easb along the North line of said Lot 89-B 43.08 !ee~1 thence South 01035'38" West 241.11 feet; thance North 88024'22" West 265~43 feet to ~ point coincident with the East ~19ht-of-Way line of High Ridge Road as recorded in the plat of QQANTUM PARK AT BOYNTON BEACH P.I.D. PLAT No.8" in ~lat Book 57, on ~ages '9~-197 of tHe PUblic Records of Palm Beach County Florida; Thence Npr~Qwest~~ly along ~,eurve to the r~gnt with an arc distance o~ 45.45 feet, Oe:hta angl, of 5047'14':. ,radius of 450.00~feet, chord distance ~f 45.43 feet, and phord bearing of N~t~ 30055'46" West to the Southwest cor- ner of said LO~ 89-Af thence North 66036'00" East 272.28 feet to the South- ;e~st cprner of said Lot 89-A; thence Nclrth 01035'38" East 87.81 feet to the ~OINr bF BEGINNING. . Said lands situat~I lying and beihg irl ~alm Beach County, Florida. .. , N08-21/-Z2'1'1 4 27,2B '} ~ t:~ BB ..,:, :r. ... N \) V) INCLUDeD PoRTID';, L/:ff En,a 89- B 87 $KETcl-I OF LEb-1L bE'5CR./PT/ON (Nerr 7"0 ScALE) 8t:, SURVEYOR'~ ~OTES 11) vertical Ben~h~arks: ^ ratlroad spike in a pirie tree 400 feet (~) South of the south proper\, line in West rtg~tAof-way of High Ridge Ro,d. Elevat{ort: 32.10' 2. nenchmark N-7: A raiiroad spike in a wood power pole 0.5 miles (t) No~th of tho North prdp~rty line in the East ri9,ht-of-way of "tgh Ridge Road Elevation: 24.678' 1 . The le9_1 description as shbwrt was prepared from angle/distanoe data provided by the client or clients representative. All benrings are ~aken from o~ ~~1eulated from the record plat which shows the West,line of the North~e~t Quarter <t) of Sectiop .,~ (elL pld High Ridge Re>ad) 89 beatinqNort:h 00039' 00" West. 1 All roa,] e).eV2!t:iohS are to the edcJe of pa~ement. Tree dimension. refer to the di~metet of the trunk at its b~se. T~EES SMALLER THAN 6" IN DIAMETER WERE NOT LOCATED AND ARE THROUGHO,UTTHE PROPERTY. (6) Lands chown hereon were no~ ar,sttracted foil:' easemehts and/or righ~-bf- way of record. ( 2 ) ( 3 ) (<t} ( 5 ) ( 7 ) ( 8 ) No excav!t.ion was performed to determine below ground encroachments. Elevations shown hereon are based on the N.G.V.D. Adjustment of 1929. ...., , ~ ,.) " CERTtFICJ\TE BOYNTON 8 DRAWN BY /1 / J c.-, /"T SCALE: /"-=. 2>0' DATE: PIE "I-1I'~ C,!( ..EVI8ED ~~ f 'lId HRISTO 1ER J. HUTH Registered Land Surveyor Florida No. 4299 DRAWING NUMBER F/Sd-I-L \, /\ J .L , -1 ~_ h. _ ' I. - ~~ --- ... -JOlt.... I .~ ,I, _ __ ...' ., --.......... ... . ~- ~ , ~- ,. -' -- --.. -. ~'T' ,~, ...~.......,.,........ ~ ~ - ~ ~ "'" ~ - --- - ~ l1li - . ........,.. 4T""'" 11 - -- -.~ ........ ~ ~ - " ~- -..,.. - -,- ,-.-- ~-lf -...... . '-.' ...~ .., - . (J C en '- Q) c: c: <<J - C. SITE DATA .- SIGN SCHEDULE ~ to c: Q) ..... c: o E Q) '- ::J ..... (.) Q) ..... DISTRICT PID SPACE OR AREA USES PROPOSED PARKING REQUIRED PARKING PROVIDED NET LAND AREA SIZE & COLOR / SIGN I -G HT REMARKS No 1 771 ACRES :: 77,149 SO FT SIZE & COLOR / MTG HT REMARKS MINER RD MOTOR VEHICLE INSPECTION ST A TION TYPE 21 SP ACES & 1 RV LANDSCAPE AREA LOT COVERAGE PAVED AREA TOT AL AREA SO FT SO FT SO FT SO FT 29,997 5,280 41,872 77,149 39 00% 6,84% 54 16% 100 00% ;;0 5,280 SO FT 1 STORY 21 SPACES . w ::> z w > c( en en a::: C) z o o HEL VETICA MEDIUM g" X 20" WHITE LETTERS ON BLUE L..lnformatlon "Office 24 X 24" WHITE ON RED tn ... Q) Q) c: -- en c: Q) NUMBER OF STORIES FLOOR AREA RA TIO +-oJ Q) Q) \- ......, (f) c.o ..cC\JOO """'''''''<0 J'....0')()) C'f).,.... . ~ .to C~~ ~~ 0.- ~El!) ro 0.- 0 LOEC'0 CANAL ,- ARROW DIRECTION IS opp ON REVERSE SIDE STO # R1-1 FED GOV SIGN 10 -0" HT OVER DOOR # 1 LANDSCAPED OPEN SPACE 1ST FLOOR 5,280 SO FT GRAPHICS ON BOTH SIDES 1 12 NEW BOYNTON BEACH BLVD SO FT SO FT 16% OF LAND AREA 39 00% OF LAND AREA 10,340 29,997 REOUIRED PROVIDED FLOOR AREA RATIO = 07 . 24' X 24 RED ON WHITE 12 X 18" WHITE ON BLUE . -;k.. ~ ~ - 84" MTG HT PER LOCAL CODE STO:l* R7-8 MOUNT AT FRONT OF HANDICAP PKG STALL N - (fJ ..... o Q) ...., .- STD # R5-1 "- ~ ") :,'! PARKING REQUIREMENTS PARKING BY DISABLED PERMIT ONLY ,,~- / --......._~.. .... , ~ ~ """ .. -~ -- -., ~ - ~ ~- -- --~ 2 13 ~- --- · t - -...........- , , i\-, r -__ YI"' ~ J.. ~ J -~~_ ... If?',..'..... "."t,. i! fi 'r ,,~ ,I I ! I \ _ i '1.' \~/"" 4. I , .. I - J i:. (I '" /f" /l{ ~. I ) ~.' ~ 4 f /'- \ ! \ I . I ' . ~...... "'....: I .- , I ;;. .c (J '- CO A EMPLOYEES 1 2 PER EMISSION LANE @ 3 LANES 2 3 PER E~USSION/SAFETY LA'lE @ 1 LANE 3 Ol\E STATION MAl'lAOER 24' X 24' BLACK & 24' X 18' RED ON WHITE 3a - NO RT TURN STO:l* R 3-1 3b - NO L T TURN 14a STO:l* R 3-2 .c u ~ ro 6 8 ---1. 36' X 12' BLACK ON WHITE @ I , I ......./ I- ONE WAY ... .. - -: -~ - - , , 14a - L T ARROW S T 0# RS-2ft.) 14b - RT ARROW S T 0# R8-2(R) 10 PIIIONI -=-= ~..... - j .. 1; I ,..... '-'...- -. , ,) '1,.. . . _ _ - _ ~ lit J '''''''' . ,_ - -.. , ./" 'T- _ "I -i" "?t _ ' ~r-- '-. '- "'~r' ~ - ___ _ ~1 'fN '(_'\ - - - &.. >(/ -- Jr ",,4..... _ .... .... --..-....../ 1 . ~ . " "'- /' B VISITORS ONE PER LANE ut 4 LANES NO RIGHT TURN . -- 3a ~ -~ C STAT RESIDENT REPRESE~TATI\ES 1 RESIDENT 2 "ISITING ">. 1 ~ 2 = W : 0. 00 ,..J co{/) N ...... ...... -- ,/ - - --t" .- (I" '" ~ \ I ;"}\ .~ <( Q - a:: o ..J U. W -I OZ -0 :1:- wI- >< I- a:(f) o I-Z 00 ~i= <0 OW _0- a:(f) OZ - -I U. 24" X g' BLACK ON WHITE ! I ,. I g" X 24' BLACK ON WHITE f Retest only No exit ~.\."\i; liT ..tlng Lan.. I ~-...---~.... ,.. 2 -= D HANDICAPPED "" ............-.... 1": _:LOP13 -8-1 MOUNT fQ) 5 -0 TO TOP OF SIGN SEE SITE PLAN FOR ARROW ORIENT A TION ,/ .,..... -.. ,,. _ 2 E DISABLED VEHICLES ~~ ~ SERIES "C" HIGHW A Y LETTERS SERIES "C" 15 HIGHWAY LETTERS } - .,r 4 5 -0" ::==l F RECREA TIO~ AL VEHICLE <( --.JZ 00: ceO t-LL Z---1 0<( 00 HANDICAP RAMP DETAIL N.T8. .~AI"I ENTRANCE 'OENT'~ICA T'O~ PYLON SIGN . SIGN #R TOTAL REQUIRED TOTAL PROVIDED 20 C-\RS + 1 RV 21 CAR~ + 1 RV RED & 6" X 734 BLACK ON WHITE 2'-0 X 1 -6' @ PRE- TEST SIGN "lS SEE DET AIL THIS SHEET 5'-0' HT BEST ON DOORS GRAPHICS #18 & 20 WP 270 C~~ 15 UTILITIES EASEMENT GROUT HOLES 5 16 12 DRAINAGE EASEMENT 4 -0 EASEMENT 6' X 7'" BLACK ..,.; ON WHITE ~8" X 48' BLACK ON YELLOW N 880 24' 22" W 348'-3" ... (f)w 2---1 w<( 1-> (f)>- >-2 (f)Z ~ (f) . t ---~_...... ~ 2~ PLACE ABOVE SIGN 18 RJ 6'-0" TO TOP OF SIGN TO BE USED IN CONJUNCTION WITH # 18 STD#W8-3 It) .... :J: () <C w m z o I- Z > o m 5 -0 HT BEST ON DOOR GRAPHICS #16 WP 248 #4 ASPHALT COATED DOWELS 18" LG TYP PROVIDE 2 - #5 LONGlruDINAL REINFORCEMENT rWom.n ) r'" ~- o 6 ,... ('") 17 It) 50 -0" ~ r'" . 0--0-0 DRAIN INLET --0 (TYP ) ------ o 0--0-0 ,.. .... . BLACK 6 X 7'4 ON WHITE BLACK 32 X 24' ON YELLOW r . ,I / 480 CD CD I I . o , co .... PRECAST CONCRETE WHEEL STOP DETAIL - - c"'> o U> U> o~ c"'> TWO WAY TRAFFIC PLACE BELOW SIGN 17 TOP OF SIGN 12' BELOW 17 R35 -0" TO BE USED IN CONJUNCTION WITH # 17 5 -0 HT BEST ON DOOR GRAPHICS :1*17 WP 247 \ ( Men ) NTS /8 ~ . o <0 ..- o 00 'It CD 7 18 1 -6" r r \ APPRO X 5'-0. HT X BLACK 7'-0. WIDE ON WHITE o I I: N , \' . o . BLACK ON YELLOW \ 24' X 6 WAIT HERE MAIN ENTRANCE IOENTIFICA TION PYLON SIGN SEE DETAIL ON THIS SHEET co .... I CLEARANCE 14' I BLACK LETTERING WI WHITE BACKGROUND (HEL VETICA MEDIUM LETTERSl no date reVISion /Issue MOUNT ON FASCIA OVER 14 OVERHEAD ROLL-UP DOOR CD 320 4 LANES t o I co ..- .. r- .q- N IS I t2 -0" 10 -0" C WATER; SERVICE : o I Have Registration Ready MOUNTED SEE ON THE GROUND DETAIL \ \ '" '\ \ \ N ~CD 8 19 Awalt Operator s Instru-ctlons 1- 3 3 -0 ~ 12 -0 "2 -O~ 12 -0'" r]vf;\ \:-AV 800 BLACK 30 X 12 ON WHITE BLACK 24 X 9' ON WHITE CX) M t Te.tlng lane. -+ Office I t Parking I MOUNT SEE SITE iii S'-O"TO PLAN FOR SERIES "c" TOP OF ARROW HIGHW A Y LETTERS SIGN ORIENTATION . o .. o I~ 10 r- MOUNT SEE SITE fQ) 5 -6 TO PLAN FOR SERIES "c" TOP OF ARROW SIGN ORIENTATION HIGHWAY LETTERS 9 20 # 16 (ONE PER SA Y) PRE. TEST SIGN (f) NTS BLACK 30 X 12 ON WHITE BLACK ON WHI TE 24 X 9 21 P ARKJNGS SPACES & 1 RV. o t Exit ...... Office I t Extt I MOUNT .. 5'-0" SERIES HC" TOP OF 21 I HIGHWAY LETTERS SIGN i ~ SAN NOTE r-. N OMH 0" STORM SEWER MANHOL (TYP MOUNT SEE SITE IOl 5 -6 TO PLAN FOR SERIES "c" TOP OF ARROW 1 0 HIGHWAY LETTERS SIGN ORIENTATIO~ SEE SITE PLAN FOR ARROW ORIENT A TIO~ ALL TRAFFIC & DIRECTIONAL SIGNS SHALL BE IN ACCORDANCE WITH deSigned drawn checked approved project no scale date P A~ B B J~ B B. A G. 9007-00 AS SHOWN 4/20/90 ~ a 1 8T ANDARD HIGH'^' A Y SIGNS - ' ST ANDARD ALPHABETS FOR HIGHW A Y SIGNS AND PAVEMENT' METRIC EDITION ell) ..... ~~~~~~c;;;;;::;;;:;;a ~~~~~~ 18" x 24" BLACK ON WHITE GENERAL NOTES ON SIGNAGE 1 MOUNTING HEIGHT IS GIVEN FROM TOP OF SIGN (TYP) 2 TRAFFIC CONTROL SIGNS MUST CONFORM TO LOCAL ORDINANCES AND RESTRICTIONS 3 OST AIN PERMITS FOR SIGNS AS REC'O PER LOCAL CODES 2 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES - LA TEST EDITION o o .... o SPEED LIMIT \ 12 W X 10 0 DUMPSTER ENCLOSURE (:) I MOUNT TO SHOW fOI 5 -6 TO 15 MPH TOP OF STD # SIGN R2-1 15 \ N ~ 8 -0" STUCCO PAINTED TO MA TCH BUILDING 11 f:J~ e o . N ..... Cl. ::> w ~ <{ ~ \ METAL GATES \ ~8 PV \SAN \ _9?J' - o , "... ..... 0- DRAIN INLET (TYP) t co I . co 12 -0 -0" 6-0 N '-6 -01 '_6~ - - R35'-0" ~ z o ~ en o a.. ~ o u \ N 880 24' 22" W 265 43' t o . 00 \ 3-4 BOYNTON BEACH HIGH RIDGE ROAD \ . o . 00 r'" t o I \ ~ LTRAFFIC BLUE TYP SIGN SHALL BE IN ACCORDANCE WITH THE ST ANDARDS ADOPTED BY THE (DOTl TYPICAL PARKING SPACE N 4" PAINTED STRIPE TRAFFIC WHITE (TYP I .J ~tj -w )I (en 00 ..- n/340419 SITE PLAN drawl ng DUMPSTER ENCLOSURE SCALE. 1- . 20' HTS SA-I MTS .. '" o . .. '" ~ _............. ......A.._ - '''--~ ,.....--- ...- - < ~'~ ~ J~-:: 0;:-- -"" ...-" ~~~ t " ......91 " _~" 1>' _. ~..,.t"'" _ f <1,- ...... ~ ,C " .. c, eo w~ -.,... .....~..t~ ~ It:.;:. -- w' ~ . (.) C - - r ~-'"'--- fe,l ~ ~ .... q--- . " ~ t . r- 4- tr . l< ,I ;t' " <., :r t. ~, f ~ < . Of tf \......, \ j " ~ , " . , ... " . " .. 4: :;: ~ 1. .Af)! { . , ~ H 'f"!~ , T >I . '" ~ ..1 .-.. ... .. or \ J J,.. ..... ... t ,.. 1 J " ~ , ~ )[ .. ~ .., "" <, <>'\ ~ ~ ro c , 0)' ..- C o E Q) ... ::s ...., (J Q) ..... .- 1, , ... " . . " oote: btace height shall be- 1!3 of. tree height ot 6' from grade, whit:hever is greater ^ h t! t !; I..' " If' I,. ~ .J .; .;, .. , ~ ~ .J. ... _ 1 '" ~ \ < w '" ? t....- '\ ... "":.. ~ ~ i ~ __.... -" I .... .y ~ r:1'~ ~ "-'ii" 4i '" .... ~ 1'.... ~ ...t ;>- i '" 1j... , . , , , < l~ . ( ", r- or t...J',\- , 2~milt. ~. \4" .mn. _ 12"mln - ~" -"J t . 0.' , ~ '<< pTune app'()~imately 1/3 of ~ ~ btancbes.aftd toltagtt from ~ the tree down while reo! tain.ng natutal fre~ shape and charactH ()f the spet::'~s. ~ '. \ foi.age ti'imm~d and tied on all Palms I' .", '" ... ~ ;;. " , ~ " .... ., .. '~Af , VI l~ 4 . ;t ..... ".. Z 5 Ia:yets burlap wrapping '? ~ .. ..-' soit plantlng soil-see spec' S' ~ jo ( > , , \ ... 3" s11readed cypress MUlch ;- , ~. 't ~ " .. ~. Q) Q) C~ -- 0) C (1)~ "'< #12 galv 3..21'x4" stakes spaced @ 120 apart planting son - see spec's -< ... Q) (l) '- ......, en CO ..cC\JCO +-' ~ (0' f'.-('tj(j) CV")r- .. ~ .t!) .. - -C'+-~ loosened ground " .. c E o , ~ "- TVP. SOD PLANTING DETAIL N.T.S. 2-2"x4Itx8' stakes (set 2' Into ground) top of crown to be 2" above finish grade rubber hose or webbing collar / 31t shteaded cypress mulch stable ~ubgrade 4 finish grade .... 311 shreaded cyptess mulch '\ , finIsh grade . TYP. SHRUB PLANTING DETArl N.T.S. ... ptanting sttil.. see note 2l'x4"x1SU stakes (bttry 3" below grade) (fJ ..... ' o CU' ~ .- J: o ... (Q p'antit'l3 soil. see notes \ stable subgrade stable sub grade spacing varies.. see plant hst (typ ) \ ... ~' 0.- -q-El{) CO 0.- 0 lOEC') '< ..t: CJ ... m TYP.A PALM PLANTING DETAil r N.T.S. TYP. TREE PLANTING DETAIL N. T .s. ~. . finish grade .. 3" shreaded cypress mulch .. - planting son -see spec's "" '\ . < C - " o ..J 'u.. stable subgrade w ..Jz 20 :c- w t--' > <( 4 I- ~UJ o. I- Z" 00 :Ei= <i: (.)>, ~ W-t C C. :~W a: CJ) ~ t1J o ~ .~ ..J rt- U. ,~ o aJ .. ~ TYP. GROUND COVER PLANTING DETAil N.T.S. .I <( - --1 Z · o CC~' (LO ~~ Z.,-J 0.<( aO . '- '" 11 GEN!RAL NOTES ~ o PLANT MATERIALS SHAI,L CONFORM TO GRADES AND STANDARDS FOR FLORIDA NO 1 OR BETTER AS GIVEN IN GRADES AND STANDARDS FOR NURSERY PLANTS, PART 1 (CURRENT EDITION) AND PART II (CURRENT EDI'I'ION) BY THE FLORIDA D~PARTMENT OF AGRICULTURE AND CONSUMER SERVtCES DIVISION OF PLANT INDUSTRY \ " j -. .. cnw 2:-1 ill <(' 1-> (/)'r >-2 (/)2 :) (f) o PLANTING MIX/BACKFILL MIX SHALL are CLEAN AND FREE O~ CONSTRUCTION DEBRIS, WEEDS, ROCKS AND NOXIOUS PESTS AND DISEASE. TH! PLANTING MIX FOR ALL PLANTING AREAS SHALL BE AMENDED WITH A MINIMUM OF FORTY (40) PERCENT OF MUCK OR HORTICULTURALLY ACCEPTABLE ORGANIC MATERIAL. THE MINIMUM TOPSOIL DEPTH SHALL BE SIX (6) !NCHES FOR GROUND COVER AREAS, AND FOUR (4) INCHES FOR SODDED GRASS AREAS o FERTILIZER SHALL COMPLY WITH STATE .rE~TILI~ER LAWS IT SHALL HAVE A CHEMICAL DESIGNATION OF 6-6-6 (NITROGEN- PHOSPHORIC ACID-POTASH). o SHR!DDEO OR CYPRESS WOOD MOLCR SHALL BE CLEAN, BRIGHT AND FREE OF WEEDS, MOSS, STICKS AND OTHER DEBRIS o ALL LANDSCAPE AREAS SHAtL BE tRRIGATED. . _ / . ' 1:1/, ~J348'-3'j N 880 24"22" W ... -- -- ~ ~ --A -.!!.. -R-. ~ -A-': ..:!..- ~-, I ,~ , ~ ~, , JI "~ -- _ v ~ - - - - - "'" V A -- - v ~ -'- ~ .... --"- C/ .i"t _ .. ~ - L'L v u v I,,,,,, v v v .n , :L.c,. I " - ...-..... - .. , I , . 1 . ~ , , .& , t " · t , \ · l , .. .. " . .. t l -. l - . ~ ~J', . ~, --.,"... , t ..> . . '" t , ,. ) · ~r ~ ~ , ~ i \ , ..., , , / ,..... ......:...... - ~-..- , 22'rE~ 1~41~,~~ · '-,<> ~ p _. .",~.~ ~ . ,.1-0,:' . I , ~4-0.~ , -;./. J ad I ~ 24' ..~r il ~ , l J ,~W. · WI:~";.- ___ l' ]/, ' I D-<>-O ~~ ~..:) _ ~-0.e, I .. o~\ ...~~~.,. / .f ~ ' I', nA, IlIIL if "j 't' r I~t ,~ .-. , \"'" -- b1. . " I' - ," ~ ~ II .: I - I ~~I (:: ',~ , ~\ ~ .:\ \.. \ ~~ \\ 1K\;:'- \. \ ~ t:V '~ I: I~' ~ t ~~ \~ ~_ ~J , I:> ~L <:1> I ~ ~ I ~ \ ~" '~ ~ M ~ 0 ~~ IUD ~ ) - I!l ; I , II I~ ~ It\ , I ~ \-.., ) or .,. : I k ' 1II II ~ . '\ 0- . \,............... - , " .-l.. \ ~t , , . -- " I t _.~ I , - ~5" ,', ~ I ---. r \J) c 1---0 - '\ - . . , .. \- " · , t 8-t;.M t . .- I s 4" JA, , t · . I . ~ c"> o -\0 U1 0('1 ci1 ~ . .. - , t \ t , ~G.- , , ~, ....- ~ ---3-q,M, PLANT LIST , \ \' SPR. SIZE ~ no date reV1SIon /Issue ~ H'L. \ cnM:N N1\ME OOI'ANICAL tW1E KEY \ \ ~ ~ I · 1 I . . , . . 24" 3-GAL. 24" 30" CHRYSOBAI.ANtJS ICACD ~ GMPH1!MIA GRACILIS THRYALLIS , C I. w "'ct1 U') G) 24" 3-GAL. 24" 24. b.~, GO ! C , B&B ~u. ,,", '"V. .. . , ~ ~ ~'F -~ \ &\ J ~ -.; t~~t'"j ~ ~ < w ~~( ~ L,F- lId ~ .~ ~ ~o~l ~~~/> ; -~~~ ~ ,...) 12-14' 6-8' 0AHlXN oou.,y ~ HOLLY 0,M. ItEX CASSINE IIEX \Ott'ItRIA 4 LANES f2f:~ ~ r, bb. ~ WI ~I ~, , I ~ . .7 /.'0 .. \ ,,"or. \ ,::nn( I ~VY' 'Y" ,-..,,' l1 rN~'" -.. "' 1(1) k'/J~ ~'....;:} ','. '- ....~ fa. .. 1. ~~ --- ~ e:='I ~ ~ ~ ~ e~.'...,~,\ A A \/j I JA, \ A--0,~ 36" 24- 3-GAL.. l~ , . ., . 24" IV I ,- \ . 12-14' 6-8' B&B JA.CARANDA ActJTIFOLIA JACARANDA . J.A. , tlI . / ~ 12" 1-G\L 12" 18" P:INEI1\ND TRAILIN:; I.Am7\NA \ IANI'ANA DEPRESSA W1COPHYIWM FRUIESCENS L.O. '* ~ r," -'" 'J . · '.:\.. r J .....~ ..-1' " N. J,A. ~ ~) \ Jr~- 'I ~~~ ~ L ~ '/ S)~' I ~~ I ' · · // ~, , / / " \ ) I' .,./' C .. %: f\.~ ....... ~0~ ~. '~_' /~ 'h .~ ~ " ../e '\01 ""WI: ,,- .... \. \- '-- \ \ ~~,: \ ~:tt. ' !---""' ~..--.' r , , .. ~u~~; " .~!L ~... ~,U ~ rt-Jv ~~ Z '-.-7 La - N , , \ 3-GAL. ... ~T " t ~ .... 24" 24" 24" 'IEXAS SAGE L.F. '" , .0 <t . 3-GAL 24" 24" ~~~ 'It' t 36" PHl1.CXENJ:)ROO' SEI..lOOM PHIta:ENDRCN ~ 'fOOlRA VAR1EX;A'IED PITIOSPOR.t.M "VAR.IEXiATA It .. . P.s. P.T. , .. ... \ .\ .. ......- " / t " \ 2411 3--GAL 24" ~ 24" \\ \ ~\..) I~\ \ ,I i \~ ~) . ......1.. 'j . ' .7\ ' i ;po " 4-1...u - . , .. " -I' 0:. -- B&B 12-14' 6-8' SWIE'tmIA MAlt(X;ANI MAto:;ANY S.M. It -J,A, ST AOOUSTmE "~T1\M" ~ SEQJNDA'lUM t SOD \ r . AS SHa\lN - 00 PU\N SABAL PAlM \ SABAL PAtMETlU SP J,A, Y '~~ J.A. , -4 ,It '" ~ ~ ~ I 7 -=- ~ t:::=t ~ t::::=:::IIi; · l , , ~ '" 11' ~ C . ,... -n ..."""",' ..,--- ,~ I' , / t' 'J" '7 I -JA. \ I o . \ .......... ~ s:::::z::=:a 11- T ~ . ' - '- 11~ ~~ ? )~) - ~~ ~ c:=a , '" . . .", . , Je. . Ii\. ./ "'- --- ~-M .,.. ~ J. . J" . ' l' · J J . f "7 'U I , . ., . , .. LANOSCAP! REOUIREMENTS: LEGmro. B & B - BALLED AND BURLAPPEO , , f . .. · \ J.. '- ./ - .' ~ J.. '- ./ -- ..~ ?-:t. fA \ Per Landscape Code: a. One tree per 40 linear feet w1th hedge along R o.w trees \ , , , 7 CLEAR TRUNK GALLON HEIGH'!' ON CE1JTER ' C.T. - I _ _ ' (' :r~~ .. -I · I V ., IV n'- 1........1I '~ ./ -- -e-J;.ci. .. - ~ GAL - _ .........L... "" /""" ~/ , " ',1 " ~' . ilL, v " IVl\ 1) V l, ~./,-7 - 0... ::> w ~ c( ~ ..::-.. , '- - b. 20 sq. ft. of inter10r landscapJ..nq per park1.ng apace wJ..th one tree per 500 sq.ft.. 1 tree ~ "" " \. ' ' A V ,--7 - / .11 1 -.. \ ~ ~I "'- 1 , ./ , ~. 1 V " HT - \ .4 .... . "" VJ ", v ,,~ C/ JI") V "- - '-./~- 880 74' 221#, 'IV 265~43 ~ Hedge along per1meter. O.C c - SPR SPR!AO z o l- V; o a. ~ o <J :iftj i2w <JJ: C(C/) - - \ \. J< PER OUANTU'M PAR.}( REOUIREMENTS ~ 1" 'l~ 24 trees per acre riot covered by bUl.ld!nq footprint.:. 40 trees 24 shrubs per acre not covered by bU11dJ..ng footprirttt 40 shrubs a. ~ "< 3-4 BOYNTON BEACH HIGH RIDGE ROAD " ~ ~ ~ b. \ N " ...1...." \ < ; I \, " \ ~ 11/340..1. ., , ~..... ~'.J3 , , ~ ~ ~ ~ ''''' ~ ... ~ draWing TOTAL TREES REQUIRED 40 TREES TOTAL TREES PROVIDED. 43 TREES LANDSCAPE ~ PLAN -, . COMMUNITY APPEARANCE BOARD NO CHANGES SHALL BE MADE TO THE INFORMAT N ON rHIS APPROVED SET OF DRAWINGS DURING R AFTER THE C0NSTPUCTI0N PERnD THAT COllLD IN ANY WAY CCNSTITUTE A CHANGF !IIJ THE AESTHE IC CHARACTER ('F THE PR0JECT WITHOUT APPRO AL OF THE COMMUNITY APPEARANCE BOARD ..... SA'~2: ;J 8CALII: 1- . JO' ~ ~ . .. I , t .. .1>....t M..... J."~ .. ~ ...- "" .... .,. "- - ~- Chairman and / or Co Cha rman ~....- ....;'.. - ~ -- " ... ll> .. 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PRIMED WITH 1 3/41 TYPE S-1 ASPHALTIC CONCRETE SURFACE COURSE HANDICAPPED PARKING SPACES TRAfFIC SIGN REFERENCE Ll NE RIGHT-Of-WAY LINE --- PROPERTY LINE CURB DIRECTIONAL ARROW PEDESTRIAN RAMP NO OF PARKING SPACES HANDICAPPED RAMP GENERAL NOTES: 1 ALL RADI I ARE TO FACE OF CURB 2 TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY CHR1ST~~H~~B~09~~TH LAND SURVEYOR BOYNTON BEACH, FLORIDA 33435 TEL L30 J 3 ALL SIGNS SHALL CONFORM WITH THE 1 MANUAL ON UNIFORM TRAFFIC F CONTROL DEVICES FOR STREETS AND HIGHWAYS' U S DEPARTMENT 0 TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION 4 ALL ROADWAY CONSTRUCTION ON HIGH RIDGE ROAD SHALL BE IN ACCORDANCE WITH THE CITY OF BOYNTON BEACH AND APPLICABLE PORTIONS OF PALM BEACH COUNTY AND THE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION'S ROADWAY AND 1~~~~~~c~i~b~~ ~b~N~~~~SAN~A~~~Di~N~~~~T~0~~I~~D C1~~~~H~DITIDN 5 ALL EXISTING PAVEMENT CONNECTIONS MUST BE SAW CUT TO PROVIDE A NEAT STRAIGHT EDGE 6 CONTRACTOR TO COORDINATE MAINTENANCE OF TRAFFIC DURING CONS- TRUCTION WITH THE FLURIDA DEPARTMENT OF TRA~SPORTATIONIAND PALM BEACH COUNTY AND SHALL BE IN ACCORDANCt WITH THE MANUAL ON UNIFORM TRAFFIC DEVICES FOR STREETA~~QN~\~~W~~SAls~ 61RECTED ~6P~~tM~~6R~~AT~~~~~~~t~+I~~ ~~~~S~DRTAT~DN ROADWAY AND TRAFFIC DESIGN STANDARD INDEX NOS 600 THRU 650 7 i~ +~~ ~~i~~DT~~1TE~I~J\~~DCg~~:1:~~S.V~~YR~~~~Rt~~SiH~N~b~~~~~TOR SHALL NOTIFY THE ENGINEEH IMMEDIATELY 8 FOR SITE PLAN DETAILS SEE DRAWING C-4 9 FOR FLUME LOCATIONS SEE GRADING AND DRAINAGE PLANS 10 ALL WORK TO BE DONE IN ACCORDANCE WITH QUANTUM PARK AT BOYNTON BEACH REQUIREMENTS AND APPLICABLE PERMITS r- __L.....'W'!".,.- PROPOSED L~ 6 ~ .... @ ~ -- ~ --- - - ---,,~ - J .... ......... "1" ......... r ~ _..~_.......-.-.~'" ~ ., -. -"or- _.....,_ _=-."'2" ~ ~ . ~ "... --.... - ~ ~ ~ ..- . J!I' '---- - . 0 t/) c: ... .... Q) >. c: c: ~ co c: - o t G I CAD COGO REPORT C. LIBRARY 90007-11 DATE 4/16/1990 ~ (1) . "- ...... COGO POINT 2810 N/Y COORD = -1044 96936 E/X COORD = 811 76857 c: en COGO POINT 2811 N/Y COORD .. -801 58913 E/X COORD = 735 69247 '- COGO POINT 2812 N/Y COORD = -794 52500 E/ X COORD :: 1185 63702 0 Q) COGO POINT 2816 N/Y COORD .. -801 58913 E/X COORD = 735 69247 +-' COGO POINT 2817 N/Y COORD = -811 27571 E! X COORD = 1083 80773 E Q) Q) COGO POINT 2821 N/Y COORD = -1052 35240 E/X COORD = 1077 09958 ... Q) c: ':::) COGO POINT 2823 N/Y COORD :: -811 27571 E!X COORD :: C'\J 1083 80773 '- -- COGO POINT 2824 N/Y COORD = -1052 35240 EIX COORD = 1077 09958 \I ~ +-' COGO POINT 2836 N/Y COORD = -927 68959 E/X COORD = 872 48791 . (1) (/) ..... c: COGO POINT 2843 N/Y COORD :: -891 42405 [/X COORIl = 905 50942 (0 COGO POINT 2844 N!Y COORf) :: -843 44592 E/X COORD = 906 84445 Q.l '- Q) - ...cNCO COGO POINT 3760 N/Y COORD :: -927 07766 E/X COORD = m :J 850 49643 (~ COGO POINT 3943 N!Y COORD :: -1044 96936 E/ X COORf) '" 811 76857 en -+-'''''''<0 . CO GO POINT 4095 N/Y COORD .. -967 50880 E/X COORD = 811 50675 ...... f'...C')m COGO POINT 4096 N/Y COORD .. -973 06763 E/ X COORD '" 1011 27942 (.) C0 en COGO POINT 4147 N/Y COORD = -877 74219 E! X COORf) :: 988 92225 .,.- . COGO POINT 4148 N/Y COuRD .. -972 37226 E/ X COORf) '" 986 28909 Q) ~ ..., COGO POINT 4149 N/Y COORD :: -1029 41520 E/X COORf) = 1043 72467 · L() 0 - COGO POINT 4150 N/Y COORD = -1022 56935 E! X COORD = 797 69918 ...... C'+-~ Q) COGO POINT 4151 N/Y CuORf) '" -879 38327 E/X COORD '" 1047 89942 -- COGO POINT 4152 N/Y COORD = -1029 41520 E/X COORD = 1043 72467 ..c ...~ ..., o .- .- COGO POINT 4153 N/Y COORD = -879 38327 E!X COORD = 1047 89942 .c: COGO POINT 4154 N/Y COGRO '" -873 25790 C/x COORD = 827 76659 (.) ~El() COGO POINT 4155 N/Y COORD = -873 25790 E/ X COORO = 827 76659 '- ctj () COGO POINT 4156 N/Y COORD '" -897 90380 [/ X COORD = 747 67261 0.- 0 "- COGO POINT 4157 N/Y COORD :: -883 76549 E/X COORO = 793 62058 CO LDEC\) (TJ COGO POINT 4158 N/Y COORD = -967 73080 E/X COORIl '" 819 45775 4 I' ,I ,I ! I ,I II 11 I 1 100' \ I I I I \ \ S88'24'22IE 348 25' ----------------------t-----.l------- ~+ 6'~L CU~~M~_ ~ 15' UTILITIES CASCMENT 12' ORAINAGt EASEMENT ~~~-~~---------------~ ~-~---~~-- -~--~--- iEX~W~HALT~ffiEP~------------~T--~----------------o ~I ~ ~ I ~ . \ ~ ~ I \ ,\ \ ,\ I \' \ \ , \ \ ,\ \ , \ I I \ I I , \ 11 ,\ \ \ I \\ \ \ \ \ \ \ ' \ \ \ \ '\ , \ \ '\ , \\ \' , , ' \ \ \ \ " , 1\ " , \\ \' \ \\ \ , , \ " , \' ,\ , " \' \ \' \ , \ \ \ \ , ' \\ \ \' \, \ \\ \\ , " \' , " \' , \' " \ ,\ \ \ \' \ \ , ' \ \ \ \ \\ \ \' \\ \ \\ \'\ \ \ \ \\ \ \\ \\ \ " \ \ \ \ \ ~- \ \ \ \ \ -~ - \ \ \ \ \""- R'\ \ ~.., \\ \ \~\ ~ \ \" <'f- ('\, \ \\ " \ ~ <P ~ \\ , \ \ '9 \\ \~~ :A 'L ~_\ , \ \ ", " ~~- .~ \ \ \ \ <::> "\ \ ~ '\\ \ \\ tP "\~ ~;.- \ \ \\ <<' "y ~ \\ ~ ~ & ,\ \ '\.A"'\ \ ~ ,\ \ \\ -~ ~ \ \ ~ '" \ \\ ~ ~ \ \ \.. \ \ \ \ .,,~ ~ \ - \ \ \ \\ ~ ~ ~ \ \\ \ \\ \ \ \ '\ \ \ ~~ \\ \ \ \ ~ \ \\ \ \\\ ~ \~-\. ~ ,\ \ \\ \ ?::~ <P ,\ \ \\ ~ \ ~;..A " \ \\ ~ \ ~ ~ 6'..- \ \ \ ~ \ \ \ \ ~ ~ , \\ ~- '\' '\ ~ ,\ \ \\ .? 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':'{?) ,p S' \1 \ ~ \.. \ ') ~~\)'f\ \ [S\ ~\\,~ (\~t>.\.. ~ ~(\:R ~ cc,\\\J rs \)\\X~ -\1t A' ~ ~ . \ \ ~\ II po U1 \ Q \ \ 0 \ C\ \ ~ \ \ ~\ \ '" J>. 0" ..,. 0 \ 0"_ I \;\)~\; ~\ S \l~'A~\..~ \ "'\ S\ \ -p\ \ \~ ~ .p \ ~\ ~ \ (9, ~ \~\~ \\ \ \ \ \ \ \\ \s C1g \\ ~ \ .. to ....... ~ ~ .. to ..... I..tJ to- :c: 3 :!II: .. IX 0 tb (0 ~ --+ c,., d ...... >- . ~ I C'\J \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ~ - '" .... 'it i \. , B- , , ' (0 ....... ... to ....... 121 WH~Tt----____ SYSTEMS CONTROL BUILDING STOP SIGN (Ri-1) & R3-5L Q HANDICAPPED SIGN~ ~ HANDICAPPED RAMP \ ~~ ~ 22' t5' 15' ,....... ..... ~ 20' 0::_ :z. rt;) (J'J a.. o I- tf) 10'R 12' TYP' 41 BLUE (TYP) BLU~ lTYP) 41 WHi TE: (TYP) \ \ \ \ \ '" t1") tv') ..... 3" 11' /;/ 10" " LO tv') ....... '- 2-4' YtlLOM 9' TYP' \ \-.- 3' A' I Co I ,- I ~VUMSPTER ENCLOSURE - , C"\.J en ...... .. ....... N ....... ..... ... cv ....... 4' WH1TE (TYP) WHEELSTOP o C"\J l 70' TRAN~!llQ.N_---..l .. o ....... N880~4' c:"W 26J 43' . , ,....... - - <:'"f' '\j 3: '" :0 (T 12' t 2' 12' , L!l (T') 12' " - o rJ) no date reVISion /,ssue <( - -12 ocr: a.: 0 I-!:!: Z...J 0<( 00 .. (f)w 2......J W<( t-::?> (f))- >-2 CfJZ :) (fJ deSigned drawn checked approved project no scale date LS CS L.. S R V !}tJO 7- 0 I" -=' 20 I 4 - /~ -') 0 '8 " draWing C-1 'SITE AND PAVING PLAN ~,. / ." . - -- ~Jot-~.,,~....... I -..... -- Q.. :::> UJ ~ <{ ~ z o ~ U5 o Q.. ~ o u -J ~t!i ~w OI <{en - . - """'...----;:v-I.*. B,,"- .....~ ~"" ~?""~ ..,... ~ ~ __~ .. "i ~..,.~ """'~"""'-""'.....-.r- '... -l. "r-'-' _ '_1" ~~~~..~.V.;') ',l. ~ .. "~L_ ~ ~ w - ...... ..,. '- ~...,.-- ,.........!!t? ~ r~"'. '" ........~.b. :. ~ ::.. 4. .-<- PA VEMENT 3' -0' 4' -6' 4' -61 PAVEMENT 1'-0' 4' - 0' w z l' - O' 4' - 0' 3' - 01 --l LEGEND: n.. 10 ,g: PROPOSED INLET -II- SEE PLAN ~ i.r) ~ ---\r-+ IT ~ ~ ~ EXIST GROUND EXIST GROUND SEE PLAN l' -41 PROPOSED PIPE - BOT EL= 18 65 INLET (WHERE REQ'D) BOT [L= 18 50 Y.: I I. L-_--' INLET (WHERE R[Q'D) I I.. L-_--' EXISTING GROUND ELEVATION DIRECTION OF FLOW SECTION A-A SECTION B-B SIDE SLOPE N T S N T S PROPOSED SPOT ELEVATION PROPOSED CONTOUR PROPOSED FLUME CONNECT TO EXIST INLET INV [L :0 16 30 NOTES: EX\S1 \ NlE1 I1\M El'" '2.0 '2.3 El \NlE1 l1~Pl \N" El'" H 60l EX'S1 II', ; II I I I I I I I \ ',1\ I I P 1 -- I ~B' C M __1..10---- \11\ II ~~---- .\~I\ ---- II ~~ ~ \ \ \ I \ \ I n...' \ I I I \ \ I I \ , I Iq I \ II ,\ I \\\\ \ II~ \\ ~g \ \ ~Cl ~~ , I \ I II ~~ \ -0" \ '\" \" \ ~ ~ st X\ ~; \ \ \" \\ \ \ ~~ \ \ S \, \ \ ,\ \ I I gS \ \ ~ \1\\ \ \1 ~ \\ J,-- \\ \ \ \ \ ~ ~\\ -- ,\, II __ ~ \ \ \\\ L.-\..--~-r \\ \, \'r.... \ \\ 0 ,\ \ \ \ \ \ " - \\ \ ~ \'\ \ \\ ~ \\ \ ~ \\\ \ \ L \ \ ~ \\ \ '2" '\ \ "fT" \ ~ ~~ \ \ 0 \ \ \ \ \\ 0. \ \ g ~<::, <{;> \ \ '" ~\ ~ \\\\ '" ,\ W, d r& \\ \ "\ "$ X~ \ .-- ~ \ \ \ \ ~,\ \ '" \ \ c; \ \ \ \ \-" EX I ST 16' DIP W M -- \ \ \ \ Cl ,'fT' \ \ \ \ ~ \ \\ "$ " \\ \ \ \ \ -0 \' \ \ \ \ ~\~' \'\\ \\ \ \\ \ "'\ \\\ \ \ \ \ \ \ \ y~ \ \ \ \ \ \ \ \ \ ~ \ II \ \ \ \ \ \ 'P: ~ \ ~\ \\ \ \\ i{j,1J... \ cP\ CONNECT TO EXISTING \ \ \ \\ ~~ \ ~'\ 161 DIP W M WITH \ \ \ \ v-: ..- V' E \ \ \ , ~~ \ - 161 X 61 T APP I NG SLEEV \ \ \ ~ \ \ AND VALVE \ \ \ \ \ \ \ ;:..A \ \ \, \\ -:J:. \\ ';, \ '\ \ \\\ '\ \ \ \"- ,r-=-'\, \ \ \ \ \ \ <:r>> ,,\ \\ \ V \\\\ \, ~ \ ~ \\\ \/' ~\\ l '\ ~ \ \ \ \ ~\\\O\ \\ .p ~ ~ \ ~~ ' \ \ \ \ \ "" ~ \\ \ \ \ \\', \\\\ \ \\ <::> ~\ \ .t-12 \ \\ \ \\\\ \ \\ ~ ~ ~\ ~~\\-?205 ~. 158 \ \\\\\ \ \ \ '" - ~ ',~0 \\ \ &~' '. '122 401 \ \ \ \ \ \ '9 ~ 6?~ \ \ ~~' \ \\\, \\ 0 ~ 2~50~S\\~\~&<9#" \ \\\ \ \ \\ ~ \ -90-\ \\ ~ \ ,\\, \ \\ .,,~ ~ ~ \' \ ~%.' \ \ \ \ \ \ \ ~ ~ \ \... ,.. 0 \ \ \\\ \ \\ \ \ ~ \ '\' , \, \ \ ~ ~ ~<% '\' , ,\\ \ \ \\ ,,~~~ \, '\ , \\, '--\' \" -<),..A \" /" \'~ ,'\--:'~ ~ " 1?~"O "/ \ \'\ \ \ \', ~ ~\ "" S \ >-" \, " " \', ~ \ ,,~/X" , \' \" \' ~ ~ '\ \. \'" '\' ,\. \ "?4 ,,~ "" " \'\' , \" ~ '\ ~ ! \" ," <EXIST 8' AIKE PATH \,\, ,'~ " ~ \ ',,:--.. \, , TO REMAIN "~' \\'...0 ,," " ' , \,' \" ~ 'tI. ~ \ :, '" 4 '\\ ' , ' ~ ~ 7/ ' " '\.' \,\ ,,~0-\ ,,, "" ' \\\.", ,," \ ", , \\\. \ \" '\" <940 ", '" " ~\\. \ \ ,\ ,,"'? \ "" ,", \\ \ \\ '\'~ "'...0 \ "~\", '\' \ \' '\" ,,' " '" \ ,'\ , \ " '\ ~ ~ \ ,," , " '- " '\'\ ',' "" ~ '" '" , \ ~ \ " "" \ '"", ;J \ \ " "~\ " ,," , ' ," / ,~~ "b '0 "", \ ' " " , ./ ,," ' ", ,,\' """" "" /v, \ \', "II \ "", ", " .# " ",,' '-~-.- \ ",,/", '" " \ -X" "- ,,' ", //""" ,,' , , \ / ", , " , \ '\.' ' \-1/ 24 23 tNLET . 4 HIM EL= 19 65 INV EL.. 16 50 S88'24'22IE 348 25' ~~~~_~-------------------~wmwm~MENT 1;::E~~:------------ ---~-~-----~~------~-~--~~~----~~ ~~---~~~--~---~~~-~ ~~--~-~-------~~~~~---~-~~~--~-~~~~~~-~~-~~~~-----~-~- A A C(J~~tc,\ t.. ?\..\)~,~ st~'J \ c,t.. \\t~(J'J s\ '2: "{ \) ti-. \ f'o~? \ \'6' \; / 18 50 A A rom/ INLET t 8 RIM EL= 19 50 \NV EL= 16 60 .'A 120 50r 1NLET . 1 RIM EL= 19 50 INV EL= 16 75 ><1f \ ~21 001 \ ~ tfll 001 ~I )20 901 INLET' 2 RIM EL= 19 65 INV EL= 16 60 3:: = CMP 00 (T) ... Ln "'{20 50) (T) 0 ....... CJ (f) INLET . 3 ~ RIM EL= 19 50 0 0 INV EL= 16 55 0 C"IJ -/ SYSTEMS CONTROL BUILDING ~ ~ ~ \ FL. FIN. EL. 22.00 l' METER & BACKFLOW PREVENTION D[VICE FOR CONTINUATION SEE PLUMBLING DRAWINGS ~ FOR CONTINUATION SEe PLUMBL1NG DRAWINGS I NV EL:: 17 00 I- uw W c.J 2.- 2.> o a:: uw trJ 0 c..?:J LO 21 30 \ "- 8. 0 I P SAN "mill I MH · 1 JJ ~ RIM El= 20 75 .. I NV EL'" 16 50 100 Lr - FRENrH ORA IN 15' CMP---.. I: t.!> 00 to ::::l ....... --l n.. t- II (f) W---l >><w OLJ ::E > WOZ 0:1-- ~ B ~ 1 ALL SURVEY AND TOPOGRAPHIC INrORMATION IS BASED ON AOUNOARY AND TOPOGRAPHIC SURVEY PREPARED BY CHRISTOPHER J HUTH LAND SURVEYING 310 SW 1ST AVENUE BOYNTON BrACH, FL 2 ALL ELEVATIONS R[FER TO N G V 0 1929 DATUM 3 LOCATION, SIZE AND MATERIAL OF EXISTING UTILITIES HAVE REEN DETERMINED FROM AVAILABL[ RECORDS OWNER AND ENGINEER DO NOT GUARANTEE THE ACCURACY OF THIS DATA IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATC AND PROTECT ALL EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION CALL CAN D Y 1-800-202-8881 48 HOURS BEFORE DIGGING 4 IN THE EVENT EXISTING CONDITIONS VARY FROM THOSE INDICATED TO THE EXTENT THAT A FIELD REVISION IS REQUIRED CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY 5 THERE IS NO SIGNlrlCANT OFF SITE DRAINAGE CONTRIRUTION TO THIS SITE 6 DRAINAGE SYSTEM MUST COMPLY SOUTH FLORIDA WATER MANAGEMENT DISTRICT AND LAKE WORTH DRAINAGE DISTRICT PERMIT REQUIR[MENTS 7 ALL WORK TO BE IN ACCORDANC[ CITY OF ROYNTON BEACH PARKING LOT REGULATIONS (ORDINANCE NO 87-28, SEC 2, 9-17-90) ~ MH t 2 RIM EL= 21 20 INV EL= 16 50 (S & E) INV EL= 14 90 (NW) 20 50 ~ INLET' 5 RIM EL= 19 65 INV EL= 16 55 .; ~20 851 18 65 18 6 / .. t-t B -+ + ~ INLET' 7 RIM EL= 19 65 INV EL'" 16 55 t 18 65 INLET' 6 RIM EL= 19 65 INV EL= 16 50 B ,. ~ B ~~ ---'; - --..,-. -v~ ~ ~ . 0 (J) c: ... .- Q) ~ c: \C ra C'J c: - C- O) . ..... tJ) c: ... 0 +-01 Q) E Q) Q) Q) c: ~ .- 0) ....., ~ CJ) c: '- <0 Q) ~ ..cNCO +---r-(O ..... f'-('Yjm . 0 0)-r- t/) . Q) s ....., .L.() (.) ....., . - C'+-~ C1) -- ..c:: ..~ ...... 0.- a_ 0 ~EL{) J: 0 '- o~o '- C'O LOEC0 ro ... CJ N II .. --' Q) <t:l U (f) W -< Q -I - UZ a: 0 -0 ..J :1:- u. WI- <( - ><( ..JZ oa: a::f- (LO r-~ 000 2--1 o <(~ I-Z 00 00 Ww :E i=' 2-1 w<( <(U :J: f-> 0 (f))- OW cs: >-2 _Cl. w (fJZ a: 00 CO ~ (f) OZ z 0 -I- t- LL z >- " 0 a:J no date reVISion / Issue , deSIgned ,e V drawn C 5 chec ked ,L, 5 approved ,e V project no gOO 7- () sea Ie /"::: Z 0 date 4-/~-.9t) , . /' drawl ng C-2 DRAINAGE AND UTiliTIES PLAN -.; -~ ..--J _~ I --..--r ~ PO. " ---'-:t5 . __ .., ~~ -----'"7...- , -_. ~ ~ I _ ~~......... ""'-t:.. -....,... ...". -..... - ~ - .......... - .. ~- - - ~ -....... ..... 'I -- --- . T.... jIt....~__ ~,....~~U ~'1:o."flIfF'''''" -tf--J.-"" ~ ,..... -;0 __ ..... . ~I<. . o c: (/J '- Q) c: c co - c. .- NOTES 1 CONCRETE CURB SHALL BE CONSTRUCTED WITH 3,000 PSI CONCRETE FDA 28 DAYS 2 CONTROL JOINTS AT 10 FEET ON CENTER ~ m c: Q) +III c: o E Q) I- :J at--' o Q) ..... ~ 5' - O' 4' - 41 FOR CONCRETE SIDEWALK PARKING SEE ARCH I TECTURAl PLANS 61 21 r :11 TYPE II ASPHALT I C CONCRETE 2% _ i t1/21R----" I ~21R AND BITUMINOUS PRIME COAT 93% Ill=-nr:ip. - ~ ~ ~ - --:; - ~} OF lABOAA TORY DENS I TY :::/Ir2J/I~ - ~ - - - - - - - - - - ~ ~ '\ . .ltJ=-(!!=-- -.- - - ~ - -. 6 0 50% MIN -1/1= ~ "" / TYPE 101 CURB ..~ ~~////'/#;#;;~//~ 1"1 / ~> ~ a.. :::> w ~ <( ~ Z 0 ~ Cf) 0 a.. ~ 0 () -J <(tu ~LU UI <(Cf) 7-~4. rPRECAST CONCRETE ~ 6'-01 LONG l/ /1'4 BAR CONT X (PARKING LOT I 2-l/l SURFACE 2' -01 ~FACE OF CURB OR EDGE OF PAVEMENT , [ I o I ... 'q" .... . V EDGE OF PAVEMENT lH~" . co I ... ('I') ~ I to U) ... Q) Q) c: 111_ m c: Q) 'I; It PARKI NG SPACE 101 a .f-' Q) Q) ~ +-' en <0 .eN co +-'~c.o r'-.....(V)(j) Cf)T- . ~ .L{) c::;::~ -~ 0.- ~EL!) Cd 0.- 0 LOEC'0 h~ -r-~ ~\ . \ \ L-T----=~ !-L--i~-1 \ ~ 10~ .1 9' - 41 ~ . I.t .. . · .. ~ . .. . 51 R .. .. .. .. .. . .. .. .. .. 121 COMPACTED SUB GRADE 98% MODIFIED PROCTOR 81 SHELL BASE PER F DOT SEe 913 MIN DENSITY 98% MODIFIED PROCTOR - LBASE AS SPECIFIED EXTEND 61 BEYOND ~2'4 RODS THRU WHEELSTOP & PAVEMENT MINIMUM 181 LONG PAVEMENT ARROW DETAIL . PRECAST CONCRETE WHEELSTOP N T S TYPICAL SIDEWALK AND PAVEMENT SECTION tJ) ..... o Q) ..... .- ~. N T S N T S .- .c (J l- ra J: (.) ... ro 6' HIGH POST WITH HANDICAPPED SIG~ / CONC / / WHEELSTOP / CURB r ~ o .g; ~ ~ , EDGE OF P:L ~ :'" I < c - ~ o ...J LL 61 \v 1/2'R~1l lIfe l'o '\ W ..JZ ~o J:..... WI-- > <( . t- a:C/) o i t-Z 00 :Ej:: <cU OW -Q. a:C/) OZ ..J- LL TYPICAL PAVEMENT MARKING FOR HANDICAPPED PARKING SPACE 2' R ;- ASPH SURFACE )- BASE "- <: 4' ~ ' 2' -. -- . a I o ("\J .. .. -- N - .... N T S . N ...... /~ TYPE 1 EDGE OF PAVE~T J IT I I r GUTTER J TYPE 2 NOSE DOWN TO ~ FINISH GRA~ { ~STANDARD 6' CURB { ('I') ...... GUTTER .. .. ~ - ....JZ ocr: 0:0 t--~ Z.....J 0<( 00 121 .I 81 I -I -, SUBGRADE \. ./ '- "-../ 12' -01 HANDICAPPED 9' -01 REGULAR [ SURFACE AS SPEC I F I ED { TYPE "0" CURB N T S NOTE ALL PAVEMENT MARKINGS ARE WHITE UNLESS OTHERWISE NOTED TYPICAL ELEVATION TYPICAL 900 STALL MARKINGS ... (J)W z-l w<( t-> (/)>- >-z (/)2 :) (f) STANDARD CURB NOSING N T S % (J <{ W a:I Z o t- Z >- o m N T S 121 !Y16 X 2. '12 CADM I UM PLA TEO BOLT --.......... (TYP ) '-...... -.. ~j6 DI AM HOLE _________ (~ (TYP ) __ ~ PARKING BY DISABLED PERMIT ONLY o V~"R I TYP ) NOTES 1 ALL LETTERS ARE 11 SERIES ICI PER M UTe D 2 TOP PORTION OF SIGN SHALL HAVE A HIGHLY REFLECTORIZED BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND & BORDER 3 BOTTOM PORTION OF SIGN SHALL HAVE A HIGHLY REFLECTORIZED WHITE BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER 4 ONE (1) SIGN REQUIRED FOR EACH PARKING SPACE 5 HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M UTe 0 ) ~ PROPOSEO PAVEMENT ~ONC CURB TYPE 101 / . CO .... 4 ~SPHALT PAVING ~ EL = 18 75 - - -1--; 00 0000 000 00 10 I I I I 000 C C; .190 ~() (!), I y 151 CMP PERFORATED ~- -9 i~ NOTE TYPE & GAGE OF MATL FOR SIGN & POST SHALL BE EQUAL TO COUNTY StGN REQUIREMENT () '. ~21 ROUND BY 154 / (WALL TH I CKNESS} ~ ROUND ALUM POST - no date reVISion /Issue ., ~ , I --- --- ... .... IE= /~ 50 M FLUME PAVING TO HAVE 41 OF BASE MATERIAL 2' 3' FILTER FABRIC ALL SIDES I. i ~o.(, r'::: oi i BALLAST ROCK 0000 oqgo ------80T El=/Z75 I...... 3'-01 ~ ..I SIGN DETAIL N T S CONCRETE FLUME DETAIL FRENCH DRAIN DETAIL N T S N T S rA . 'M.. . r I .. ~ LTtfI{ II! ~ s.lJIES · co s JlIIfT - b ... 1//1 t t L CIR3 (II ClRl GlJTIDl.. ""T EDIiE Y 3' -0' L.. A I 3' lJ' CtRJ CIRl TIWlS III II TR>>fJ lTIII .aM! ~CK OF WALK PROFILE ~'-FROM OF ~ I ~JI WALK PROFILE I~ 1'4oP c cee PROFilE 6UTl!R u.J ~ ~O' ~ RAMP CURB J ~o- .1 TIlJJIS I TIll 1IWIS ITIII PROF lLE .l- 10 Frr 0 S f)lME~S (l" 60 X F v/ x~ 2~5BF~ L- xf? '>- . ~ , / , /"-'Z.Cl Y deSigned drawn checked approved project no scale date e"WALL (BRltIO 6" WALl. (CONe) f L 5 CS R.V eV 9007-00 ~s - $,4IC) WAf j .( r - -- - -"1 "" - \, ~1>1 ~ 1 o .- t II) ~ 7* ?f ~ To - f- l-1L.. :;,.' .".,~ '-I ~-.. "" Qj ~ .c:: C) If ....1 If ~ '(; .: 1 ~- -t... ~ l.:>t o ~ -'- ~::J ~'C PLAN ...'>~ ,o~Q: ~~u.... J.(' ~ '[l ~ ~ sltu~. e ~~r5' \ __rl. ---t~ J..~ T --1-r r GrOle- .--1(' ~ Z"CI \ ~ Eye BoI' f SM If'/(JU 201 -- PLAf\l "8 BARS {BOT ~OWh I ~6 BAAS, '6 C C Cut P\..IJI Vllw .. I I L "- fOIl L..OCAtIOHl '}.:.....:.. I \'\. ~ \..=: ::.~~~ J J . It 3 - 6 OJA I I I , '!-"R- Ol~ VARIES (G'-O' MIN ) I '4 BARS. 12"CC- rYPf. .e. JOIMT .r ...1 I ~ \ ~1<\ ~ -\ ~, f 1/ TYPE Ie- JOIN~ (' RRtt~1( (j CONe "4 HOOPS, fZ"C-C, t ro - ~ iJ · IN' '-- .1 .. ' I"':" > No ~ tr'$ e IZ"O'$ CURB OR CURe C $UTTER SECTION F - F MANHOLE TOP ~t I __ U) w 0:: , ~ > SECTrOM A-A MOlt SPACE JO I NTS I N ACCORDANCE WI TH DEll II ~~ . ~ ~ . rl + L V ~T JOINT %~ JI}; PERMITTED SECTION TYPE C PEDESTRIAN RAMP P~tJd tItj.fffVffl P'" Site l' f7" all II!' PI". J f 'tIdI 2.(' PI". WI \\ t ,.. \".4 BAR$p "'C--e (BOTH WAYS) liS, draWing SECTION c-c C-3 INLET DETAIL MANHOLE DETAIL SITE PLAN DETAILS .. '" C> .. '" ~ -- '" ..",...... -----1 I , 0- :J W ~ <t: ~ z o ~ C/) o 0- ~ o () ...I ~tu -w ..)I C(C/) .., o .. .., _I -- ..,............. . - - _~ ~___ _L___~ -- [XIH CnOUIIO, ~'.nA.o7h[:rr"'_. "- r-tj,h-ttl./'tll-:!'- r \ o ~ 1 ... -.( lol U '\ I ..1 ...I :1 t- '\" { ;;~ ~ ~ ~ ,I Y-Plrn 0 0 .2~ 1 ~ ~ ~ ~ oj : ~ \\ I- MX If?' ~~ ~ ~ ~ ; gu1: \~I URIC" 1~1")/ _ ( ... IJ rr .:s: M :i\J~ I ::.:l ~ '>::l ".: ^ !~(3!\)I~l' rnoroSEO rH'CLlllE - ~... -; it '\ ~ tJ .;y'"7~__ .~ IIMIO rl^CCo/ ~ ::ELccr n^TEnt^l. Lowrn OU^OIl^,IT TO nr :;,,^"CO III ". lIFTS TO 'U:C!:IVC rlrE CELL MID D^nnr.L . ... T R r rl C 1\ I rr G I) I r ^ I 1 ST^"DARD VATCR AND SUVCR SErAR^TIO~ STATEMtnT ~ GenERAL norES ~EWEns cnOSSING UNDER w4TEn ~4INS SHAll RE lAID TO rRovlDE A MINIHUH VEnTICAl DISTANCE 0' II INCHES BETWEEN THE AOTTOH or THE UPPER PlrE AND TilE cnowI OF TIll lOWER PIPE "'IIERE TI"S ~lINIHUH UPARATlON CANNOT P( H^INTAIIIED TilE cnOS5IN(' StUll BE AnRAtfCro SO TIIAT TIlE SEWEll PIPE JOINTS AND WATrn HAl" JOIIIT5 AnE EQUIDISTANT rnOH THE POINT or cnOSSING WITH NO lE~S Tl'AII 10 rEET PET"'[(1l ANY TWO JOIIHS AIID 80TII ""E$ SIl4ll liE D , po wlHnE TllEnE IS 110 AlTEnNATTvE TO 5(wEn rIPE! cnoStINC OVEn A wATEn HAIN, TilE CRITrnlA ron "INIHUH SEPAnATlON 8ETW([N llNB AHD JOINTS IN lH( AIlOV( SHAll H nEQUIREt) AND 10TH PlHI SIIAll I[ 0 I', IRRESPECTlV( 0' SIPARATIOII I'^lrrTA\lr 10 fenT IIOIl~WIIT^1. DISTA/lCn DET\lU::N VATER !lA\II AIID CC....Cll AS ^ IIIIII/'\Utl lorcr "AlII Cl!o"'SIIlG V^Tcn HI\IU '>1I^IL nr L^Il> TO ItlOllOC 1\ HllIlllUll VlltTlCl\1. DIST^,ICC or 10 I/lLlle.... 111 T'oLCII lllL OUl:;IOG OF TIlIi rOh.cr; HAIII MIl) Till: OUT:iIlH! 01 Till: \lATLR Itl\llI 1"01 frOIlD OUCTIII, IrOtl 1"11"1 IIQUlrL\) lOll ....I\IIITl\r1 Sl:l.cn u"'u I"CLUDIIlO rOIlCL 1,^IU3 ^11l) GnAVITY Lilli.... 2 :) 4 'j 1\11 ....^UI1I\H1 EVlllVIlI III TV III IICTt"l'Y CITYC'1V^T 1111 I'LVrLOll1l S LxrLlISD (LXII:"....h DOL':> IIur ^,rLY 011 CITV or coulIn <-UlIlll^CI....) V^IV'S IIlTllrr'" ("~- 1')0. MID T"') 1/1 oRCSSU'~C ~IAlNS, ^ HIG!! ~^JI,cr ArC 1.1\1L1l tlAHKlU rLAcCD OVLIt Till. rlTTIIIO on V^,VL ^LI \/I\Tlfl HAil'S SIlALI. UC CLI\..,S ~o DIP \/1111 511\1101\1"0 t.t:MlIIT LIlllUO Q 7 o 1tl1 CITY ....II^" III OIL ~LT 01 MvLA'S r U I II I ..." L 0 Villi no", T S III 1\ -I U I L T !" ('" ~ ^"U 11.0 /'\1 crill" /IllS or All rOVL!> ^~ UU I L r:; x :)~. LOJG) TRENCHING DETAIL f,) 711 FOJ{ soulleu M'EAS :1)7T r 0 R (^ \ [D 0 ~ C'E" Err I It f :,37 BOUi J OR ALL !>r[,\C; 3/4' A"U 1 lEl crs 12',,20' ~l 1. T r p n () ^ BROO}S PRODUCTS ARE ~prpov[u EQU^L ALL }tEn? dO\ES Anr: TO E [ I: STIILLCD I, D Sl IlL J r 1 Tllr lO' HlI<..1 UI , METER BOX DETAIL ~..- _~L_ ... - -. ' - ~ -- THRUST eL~CX AT A~L rLUOS J~ TiES AID CROSSES AT BID OP HAI"9 UHDISTURDDO CROUJiD TIIR\1ST BLOCK AT ALL 1'L\1GS AT fiNDS OP HAl~ REGARDLESS OF Typa JO TIlRUST DLOCK AT ALL 00. A~D .50 B~.D9 L.DISTURB~D \. ,,, GROUND THRUST CLOCK AT ALL 'l'l:I!S TlIRUST DLOCK AT ALL 4~. 22-1/2., AND 11-1/4- SCUDS ^LL FITTINGS AND VALves TO DE MECHANICAL JOltlr FULL BODIED Plre SIZH TIIR\JST DLOCK DII~lllSlons 1\ DIH (VliRT & 1I0RIZ IU N CONC AIICIIORS (FOR BENDS TUPNED DOV~) CU YDS 000 450 22-1/20 11-1/40 --- --- - -- 6 o 12 ---1 (j 1 - (j 2 - 0 2 -:-0 - ;) - (j o 25 o ::; 1 0 1 ::; 1 ~ 1 0 30 1 G --0 o~ 0 lO-~ 0 o 5 1 0 1 ~ ;) 0 NaIll TIIRUST BLOCKS ^Rf' RRQUIRIlD ON TArPING SLI!I!Vt:S '''I[,RIl TlIU SIZE 01' 1I1U DnAIlClI LQUALS TlIll GI7rt Ot' TlIn RUN' QI'^UTlTlrs or COrlcrCfL! SIl^LL lJh AT Lll\SI I!QUAL 10 1110:';41 TAUU'^TLI> I\UOVU (LL1T COL ) THRUST BLOCK DETAIL .. '/- .~t:s.d 1:_ THRUST BLOCK (()) PIPE TAPPING SLEEVE TAPPING VALVE PRESSURE CAUGE tlOTC 1 ~ICN CO(NCCT1~G TO eXIST1NG VATCR MAINS DOUBLE V^LVIRG 01 Rew LI~C IS ~eQUIRLD TAPPING VALVE AND SLEEVE DETAIL T -i - , >- .... U >- III o L.tJ > o 0: 0.. 0.. < (I) tI) >- L.tJ 0: ~ ::> :;, III ::> )< ~ <> N ~ ~ l[lU ~ ~ -:.- --- ~~ -- -- CLOW 2840 MUELLER IMPROVED 01 Ksw.EDY K81~ FIRH HYDRAlrT <0 1'1 :Il .... 0.. W o M&H 12Q conCRnTR AROUND ALL VALVES TYPICAL U~F 7500 ~CRrW TYPE VALVE BOX OR EQUlVALLNT C I PIPE ... ;... 6 D I N1PPLE 18 LOUO ~~*R/Y OR EASEMENTS MAY BE DIFFERENT T Y r I C A L FIR 1: H Y D RAN T ASS E M B L Y Uot fa Scale NOTEI USE SAME VALVE BOX DETAIL FOR GATe V^LV~S AlL IIYDPANTS MUST Dr:: TRArFIC RATrn 'JITII nreAK ^VAY D^F:l\rL FIRE HYDRANT ASSEMBLY DETAIL 13 10 X 10" CO!CRETE (4 ) BOX US POUNDRy7620 STEEL LID HARKED PAVED SURRl.CE DICKEY EXPANDER PLUG 4 - PART #ZL304 6 - PART #21..306 2 - LAYERS - BUILDING PAPER DR FIBER PAC~I~G BET_eEJ PIPE AND SHELLROCK OR EQUAL TE"{PORARY I"L1IG CLEAN-OUT DETAIL " ~ g-,.-.. ""'- LJ 10TH , ?IOTrS ... -- ~~ --- ~ '" --- - - ~. A LaY RANCR APC MARKER YILL BB WIRED TO ALL 3/4' l' 1-1/2 YOKES OR VALVES AlfD 2 DRISCOPIPB ~100 POLYETHELENE 3400 OR 3408 OILY ( APPROPRIATB SIZB FORD MFTER YOKE TO B8 INSTALLED AND SUPPLISD BY THE CONTRACTOR 1-1/2 X 1 X ~ YATER MAIN 2 STRAP SADDLH 'lITH MUELLER THREADS METER BOX TO BE INSTALLED AND SUPPLIED BY THE CONTRACTOR FINISH CRADE \ SERVICB LUB 0:7 TllB CJSTO'fER SIDE TO DB CON~ECTED BEFORB TilE nJIER IS INSTALLED 1 2 ~ ALL BUSHIYGS OR REDUCERS SHALL BC BRASS 'lI0 TAPS OB YATCR MAINS TO DB S"^LLrR TIlAN I II0USE SIDE OF METER HUST BB CO ~lCT[D DEFORS THE vETER IS I tiSHLLED APPROPRIATE SIZE Kr::TFR YOKE IS TO BE FURli!SIIED AND IUSTALLED BY TIlB COVTRACTOR METER BOXES TO BE FURNISIIED AtlD l'lSTALLED BY THE CO:;TRACTO~ FLUS" TO soooro OR P^VFD SURFAcrs )" sell 40 PVC CASINGS REQUIRLD FOR ALL ROADW\'{ CROSSI:-'GS " 5 6 SERVICE CONNECTION DETAIL WATER AND SEWER DETAILS ~-- -"7 __~_ __... __... ~......_ ,-. . () c: -- ~ co c:: Q) +-' c:: o E +-' Q) Q) ~ +-' (/) Q) '- ::J ..... CJ Q) ..... <0 ..cNCO +-''''''--<0 ~(Y)(J) (Y).....-- -- J: CJ '- ro o ~ o L{) ~r- ~ ~ , C .L!) - ~~ -~ - EL!) ~O E(Y) CJ) '- 0> c: c: ('Q - c. . en t.- O> (1) c: .- C) c: Q) . (/) ..... (.) Q) ..... .- .c: u "- co W ..J UZ -0 J:- Wt- >< t- CC:cn o t-Z 00 ~i= <(.) OW _0- cc:cn OZ ..J- U. <( Q - a: o ...J LL :r: () <( w m z o .... z > ,0 m <( - -12 00: erO t-LL 2--1 0<( 00 ... (f)w 2-1 we::( .-> (f)>- >-2 (j)Z :J (f) no date reVISion /Issue deSIgned drawn checked dpproved project no scale As- date ev C.5 Rv ,ev g007-t)O SNO WN 4- - /(P -':)0 draWing C-4