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Home My WebLink About1997 09 22 Informational Item A "' COMMISSION AGENDA ITEM A REGULAR CONSENT INFORMATIONAL X September 22, 1997 Meeting REQUEST: Land Development Division presents to the Commission, for informational purposes, the site plan for the AMOCO facility. PURPOSE: The purpose of this agenda item is to inform the Commission of the Staff approved site plan engineering for the AMOCO facility to be located at the intersection of Hayes Road and State Road 434 (SW comer). FINDINGS: The Commission reviewed the conceptual plan for this project at their meeting of December 9, 1996. There will be a six (6) foot masonry wall along the length of the rear property and the car wash has been removed. The Site Plan Review Board determined that the project met all Code requirements and approved the engineering plans on August 28, 1997 contingent upon review by the Commission. The Staff approval included the wall, but not the signage. This will be submitted at a later date and the Commission will also review this. RECOMMENDATION: Information Only ATTACHMENTS: December 9, 1996 - Minutes of Commission Meeting ., September 22, 1997 Information Agenda Item B Page 2 September 2, 1997 - Site Plan Review Board Minutes of August 28, 1997 (Without Staff comments) - Engineering Plans COMMISSION ACTION: iNFORl\1A TIONAL AGENDA Land Management Department A. Land Management Department presents for informational purposes the conceptual plan for the A1VI0CO facilities. PURPOSE: to inform the Commission of the proposed plans to develop that property located at the intersection of Hayes Road and S.R. 434 (SW corner): Commissioner Gennell stated she had some concerns regarding this and talked to the City Manager about them. Donald LeBlanc, Land Management Specialist, stated that some of Commissioner Gennell's concerns were: reuse water and stated that it is not scheduled to come by there until about seven years from now and that is at the intersection of Alton and Hayes and at the present time there are no plans to go up to that point. Mr. LeBlanc stated that what was presented to the Staffwas that some of the car wash water (the excess water used in the car wash) will be used for irrigation purposes. l\tIr. LeBlanc said the developer is in agreement that if reclaimed water comes to them they will connect to it. Another question that Commissioner Gennell had was the distance from the nearest mobile home to the property and said he estimated the distance to be about 25-30 feet to the property line. Mr. LeBlanc said that the City Engineer has informed him that the closest one (which is behind where the full service car wash will be) is approximately 34 feet and then add the extra 30 +- feet so it is well above 50 feet from either of the mobile homes; the next closest one to the main building is approximately 100 feet. Another question that Commissioner Gennell had was regarding the dumpsters and said that that is where the location will be but they will be required to build a SL'{ foot masonry wall on the rear of the property line. Commissioner Gennell said her concern was that commercial dumpsters mainly get emptied in the early morning hours - Mr. LeBlanc said in the City it is usually in the daylight but said that can be a stipulation, he can talk to the carrier and tell them what the hours are. Mr. LeBlanc said the fourth concern of Commissioner Gennell was the drive-in window for the microphone (for ordering) and stated that that shouldn't be a problem with a six foot wall separating it. - Commissioner GenneIl said she would be satisfied ifthere were stipulations regarding the reclaimed water and the time of pick-up for the dumpsters. Commissioner Conniff asked if the SL'{ foot wall will be along the entire length of the property in the rear and Mr. LeBlanc stated yes. Commissioner McLeod said he has concerns about the excess water from the car wash and asked how will that be controlled. Mr. JeffHodgeskinson, engineer for the project, explained the process. Commissioner Blake asked about the noise from the air dryer. Mr. Hodgeskinson stated that with the new equipment, it has been explained to him that the noise level should be 50% quieter than the regular ones. Discussion. :Mr. Hodgeskinson suggested that they could put a "wind screen wall" at the exit of the car wash to help divert the sound. Manager McLemore asked about the hours of operation. Mr. Hodgeskinson said from about 8:00 . Re2:ular lVIeetin2: City Commission December 9, 1996 96-97-5 Pa2:e 4 a. m. to dusk. Mayor Partyka asked if the developer could furnish the Commission a comparison of the potential sound on this particular model vs. establishments that are there now. Mr. Hodgeskinson said. yes. Manager McLemore also stated that lighting is also an issue, in regarding to the lights "bleeding over into the neighborhood" and said that technology is available to stop or eliminate that and that the City expects to see that in the plans. lVlotion was made by Commissioner Conniff to approve the Informational Agenda. Seconded by Commissioner GenneU. Discussion. Vote: Commissioner Gennell: aye; Commissioner McLeod: aye; Commissioner Conniff aye; Commissioner Blake: aye; Commissioner Langellotti: aye. Motion passed. REGULAR AGENDA Public Works Department A Request commission approval of the Second Reading and Public Hearing of Ordinance No. 636 amending Chapter 9 of the Code of Ordinances to provide for Rustic Residential Collector road Standards in areas of the City designated in the Comprehensive Plan with an underlying rustic residential land use. PURPOSE: to request Commission approval of the Second Reading and Public Hearing of Ordinance No. 636 amending Chapter 9 of the Code of Ordinances by amending Sections 9-147(a) and 9-147(b) and 9-296, providing for rustic residential collector road standards in areas of the City with an underlying rustic residential land use: Attorney Kruppenbacher read Ord. 636 by title only. Mayor Partyka closed the Regular Meeting and opened the Public Hearing and asked if anyone wished to speak for or against Ordinance No. 636. There was no one present who wished to speak on Ord. 636. Mayor Partyka closed the Public Hearing and reconvened the Regular Meeting. lVlotion was made aye Commissioner Gennell to approve the Second Reading of Ordinance. No. 636. Seconded by Commissioner Conniff. Discussion. Vote: Commissioner McLeod: aye; Commissioner Conniff: aye; Commissioner Blake: aye; Commissioner Langellotti: aye; Commissioner Gennell: aye. Motion passes. General Services Department B. Requests Commission approval of Resolution No. 808, providing for the establishment of Interim Service Fees, repealing Resolution No. 775, passed and adopted February 12, 1996. PURPOSE: to request adoption of Resolution No. 808, providing for the establishment of Interim Service Fees, establishing Interim Service Fees for 1997 in accordance with Ordinance No. 527: 1. Ketteringham, General Services Director, gave a brief explanation of the Interim Service Fees. lVlotion was made by Commissioner McLeod to approve Resolution No. 808 and to read by September 2, 1997 To: City Manager Community Development Director Staff a Land Development CoordinatorW" From: Re: Site Plan Review Board Prime Time AMOCO The above referenced Site Plan Review Board convened on August 28, 1997 to consider the Prime Time AMOCO project. 1. Hodgkinson represented the project. Staff members present were Carrington, Houck, Grimms, Jenkins, Lallathin, LeBlanc, Lockcuff and Toleson. The Staff cautioned the developer that he check with the County to see if there were any requirements or inspections needed by their agency in regards to the wells being capped on this property. This meeting addressed the wall and the project. Signage would be submitted at a later date. The Staff was satisfied that all the requirements had been met for the project. Jenkins move that the project be approved contingent on the Commission seeing the information. Lockcuff seconded. All voted aye. 701 EAST STATE ROAD 434 PROPOSED SITE DEVELOPMENT CONVENIENCE STORE WITH LEGAL DESCRIPTION A PART OF LOTS 5~ AND 51 PLUS THE VACATED STREET BETWEEN SAID LOTS, ENTZMINGER FARMS ADDITION NO. 2, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5,PAGE q,OF THE PUBLIC RECORDS OF SEMINOLE COUNTY,FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN 25 FEET NORTH AND 5~ FEET WEST OF THE NORTHEAST CORNER OF SAID LOT 51; THENCE RUN S 72'38'37' W 437.1 FEET; THENCE RUN N 17'21'23' W 1q0.5 FEET: THENCE RUN N 72'38'37' E 4Q3.41 FEET: THENCE RUN SOUTH 1 Qa.65 FEET TO THE POINT OF BEGINNING. (LESS ROAD RIGHT OF WAY). SITE CALClJLAT:ONS: TOTAL SIiE AREA IMPERVIOUS SITE AREA PERVIOUS SITE AREA 88,558.0~ S8.F i. 53, 959.02 SG.~ r. 34,666.210 SG.FT. 2.033 AC. (10~%) 1.239 AC. ( 39.12'/,) .796 AC. ( 6~.88'1.; GASOLINE SALES & INDEPENDANT RETAIL STORE -.----~- r ,....., ~-~ C-3 [-4 IN 0 EX 434 SITE ",I [-7 North [-1 N 0"" I '" .-. [-5 r_r'o l..... VICINITY MAP N.T.S. SITE SECTION 34 & 35, TOWNSHIP 20 SOUTH, RANGE 30 EAST WINTER SPRINGS, SEMINOLE COUNTY, FLORIDA r!!l ,--- --.. --- . - .-:~=-~~~~ ~~ ,l~~"':'':'" :-:.::: ~~Jc__ ....~ _---- _ '.__' ~._._.. -- -.....-:.- OWNER: MIKE MIKHAIL 648 TERRACE BLVB. ORLANDO, FLORIDA 32757 PHONE: (407)898-0053 LOCAL REPRESENTATIVE: JERYL E. TUTEN 9951 ATLANTIC BLVD., SUITE 218 JACKSONVILLE, FLORIDA 32225 PHONE: (904) 721-0720 ../------_...-----.-.~_....~----~ ~----~-----~~-~---,~----~- FAX: (407) 365-2650 ~ SITE PLAN AND LAYOJT SITE PLAN DETAILS GRADING AND PAVING PLAN DRIVEWAY DETAILS ORAIi'JAGE OET AILS UTILITIES AND PETROLEUM PIPING PLAN AND LAYOUT LANDSCAPING PLAN AND DETAILS ."J) -r-- ' ~/~ . .' u z._ -WN -W 0 (/)Cl:N ~I-O Lt::(/) ~ . L....~< oct:;! Z I - Oz < I..LJ 0 -~Ot- Lt:: Z Wr---< CDr---U ~r--- ::J U J7.5i ~~ CZ~ ~~ ~~ ./ ,. ;' ,,,-.--' - -- ---~;-- I)'" ~' . e.," ,/ , ---.. ~--,..:.------;r:--:-!, ' " ~ .;.. ..(. . t. BENCH ~ARt< F'.REHVORANT ~~ ~ ELEV..o38.85 -^'f(" 2' C""E*'T( _ ~~=. ~~t~ ='. ~~ _ 9.-F- CONCRETE __~." ___--1 APRON ~~.,. GAS :'\ ~ P ----~v. p · p WA~ER: () RESO~RED 030.00' )- SET 5/8- :RON "'ETER il: ~~ fA' 1 P'PEJI. U~i SHAN""" ,4a1' . ASPHALT ,,' J~ $ PAVEMEN r ~'~ ~I) ]7.4 ~1. · :1 -[!' E'A S1~ 110POGJ(AEJ}//C SURVEY SE'C110N 34 & 35, TO WNSfIIP 20 WIN1'E'I-? S~PIlINGS, ~.....~~'r.. .; J:~\".",,?; LONG WOOD .. , ., ..' ~ ~. .,.. ~l / , . ., ....' ~-~ .' <" ,. ...:..-- -~ _..~_. J l' .' -:"""-- ~ . . ,./ ~ ~. . .. . " " ,. , .:-. ..' .. ' ~.' . .. /"0. ,/ .(' .$. .. .... . .:~~t.~ -i!- --=- --- .,~? -_/ _~I-_ ~-f> -----~ ~_--=- ~::-- _ L_--lli.CNAL !~-- -------.--- .,,<1' .,%~ ~ / ~ =-----~ !I ......;.. .c-~' _~ _' ,. """"'''' ""'" . GlJ"tR --,+ r:1 ..~~::r=c- '_ CRASS PARKWAY ~ ~. CCM;RET[ SlO[jl!AlJ( 2' COfolCRf T'E ~ GUT 1Y.R CRIISS PARKWAY .p L-p CATCH BASiN ",)1 ~, ORA TE ':;,. 34.09 --1- 1S-RCP .NV .. ,31,82 ~______.___ ~1~' .~1~ .~~ I I 11 r-.----- ,:l" __1 ~~1 CONCRE lE a o 01 f"1 -f~\1 i I i lit: ~ II :. u.: > ~ W -l ~ W 'it1 loW d 5 (k: \D ~! o ul o c ~ IX :c ~ y u rO ez:::-l OlD ~w Ul...... W W(k: Zu Oz o u :.r: Ul z ~ Z. loW 2 ~ C Q. ~ ...J C J: e, C o o 0, tD' N: u.. J~~ la" ROUCli PA'~UE'NT' b. ~1' ___~ ",)., J1J ~ ~ ~1 ~ -I") I ~I ,...... ..- I~' zl :,\1 .') . -:,~'!> LEGEND: · 38.2 '.. ','~!'9.p '" .',~#f.}Xj; ~j:'. .... .' '~J2.0 ..' { ;<*.~ I I X I I )C I x I .x , t.4 x - , ,- i x I x I I . >>2 x ~ I ~grp x ~ I. · 1'#yN · J4.J ~ l~ .... x zl x I x FI x I . 37.0 ~ ~.. !?::N Ort) ~ . 00: ~O) o .... . '" -..J :';:v ~:~.p l:\; U"P '<.'\~JrfP 'J~ .";1 "~~~' '~. V" ^i>.,~~ ."~~.. . :,,...~ ~j1-.. ....... ~ ~ IP ~~ .. :'\~ ~Q . ~ . .. ]a.7 . .t'J'~,f:"P · 36.1 ,j~.t. ,f~ft~, 4:~!l~P :. fL"~" I/.~~.~' 0:~' ~e"p. 38 4 w t.\,(;- , ~ {!-) '~J.2"P ~Ji::y>"P 4,,(.e.O"P ~';;P . '~~iJ \"lJf Wi.'~ :?:1O"P Y'l; ":'1~ ~1~1 ..~~~~ ~~..~~ ~:1D.p ..~~"P !~ .:..t1I01SJ .., W-E' .' VJjt J1.1.f '. 1&.. . .:~f,,"~.2 . . . j>, . ~.g t~:.. .. "~!.'~"P . ""la"p~ . '. , ';"- i~'~i< ;liJ, . ~,;.., :.~{~~a ,~~:~~"!~. ....;:, ~', :'. \.{.tJ1.Jpop :,~:'p .~:~~ ,; . ~~ W W l- (/) ::J Q::: I- . .p~ o lJ') ,....... N (/)t')~ c{Ll1 ..-~ ~X---l <Ou... J[l) - c{ 0 n... '0 00 ~ci~ '-' .-J Z W 0 c{ .-J I () ~ .~'",'2"P . ;.:r- ;~t14.P . 31'.0 . J~.a i .' i '")1. +") .~' ....;;1e"c !'?pf . 34.S · J~.~ x U"UN I . ..p.':a . .p.. POl[ ",).,~ · 3&.0" . ~fj · 3....J. ..p> . ,,/>,'4 . ~.. }5.~ ~. · J5.1 . ~~, "'J~~ . . "l'~~~. · J58 , ~.o ."1 fO I I I t ~~ I 9. T I I "/J~ 1 I LOT 11 1 "/J:1- . "'J"~ RECO'iERED 4.:<"- CONCRE TE \(ONIJ~ENT 8"0 - INDICA rES OAK TREE 8"M INDICA TED MAPLE TREE 8"P INDICATES PINE TREE 8"e INDICA TES CAMPHOR TREE ~'\..e"p ./:-, . ~~>".. ~. COhCAE1[ S10f.'<<AU( p A'.'f ....' N 72-38'37" E ,.:'~;U"RAlN O"{. fREE "0":.' · J7,J8 . 3e.4 <t, ..p . ..o:~,"~~ t:? ~!f""'PAlW ~l': f~;~ro ~l:'f .f.f.f:J4"P '~'E.:~ . 38.4 · 3e.J I,SI,S . J&.. .1:~' :If.p~ ;~~l: le"p4~.t ..' ~{';JQ.j1 ".~:~.l/rftr;:; - .' ~~t,~ · Je.Z · J5.9 .. ~ ,to-'4 . .,.. q: .~" "':> 1_.P. 'lo..!t". ."~5 . . . >>..) . .~TtRL~[- SWN..,f . . . .38.1 . 3e.\ .;l"Jo-p ~i1>~:>:' :~,.p ,. /" it. :trll j:~J.." · ~.S <':t~ a.p "'~:f';' .3eZ . .38.I:.z · .38.0 ;"+''':''~,O.o ~;j;' . .la. ~ ~i.!;.'r9AUo1 r.t,.f:" ;. ~~:1'p.O ?~~ :. ~ . 38.' . .38.~ . .38.0 . ~:1- .."..0 f." ?"<. ":1/./... ~, . I~~ ":"0 .~., . "~io' " ~:~o)'.PAU4 . .. /'-:- ,.o. ~.O - S 72-.38'.37" W -- ~c' ~f .~ ., .16; ., .~ ., LO T 13 LOT 12 NO rES: UNDERGROUND U Till TIES WEr~E NO r LOCATED. BEARINGS BASED ON THE SOUTH RIGH T OF WAY LINE OF S.R. 434 AS BEING N 72-.38'.37" E. ELEVA nONS BASED ON SEMINOLE COUNTY DA rUM. THE 30. STRIP ON THE WES r SIDE OF 51 TE IS NO T INCLUDED IN DESCRIPTION or~ IS IT INCLUDED IN THE ADJACENT CUMBERLAND FARMS S Tor~E. ACCORDING TO F.I.R.M. COMMUNITY-PANEL NUMBER 12117CQ135E. DATED APRIL 17, 1995 THE DESCRIBED PROPER TY LIES IN ZONE X. S~OU1rI, RANGE~ 30 S~E~MINOLEl C40UN1'Y, o VIE'DO .. .. --~ - I RECO ED 4' CfojA.N L~I( FE~c( 4-)(4- CON ETE I! MONUYEN II 11 I . II :0 I : .I.J" oD '9 . II . oJI () ~~ r -~ ' · i!~ ~ II~ ~ -~ ~ II~D 1 ~~ . .pI) \-1 "/J~ · RECOV(RED I .. · ~ -=- . =- I-J-~ .--=-_ ~~PE'r=-~ I 30~ ~-9J:1- -==- .~~) Pou t,t1a"PALl. ";:~;.' . 370 ,,:'(f.JarpAUt .(i,;~*~ . 38.~ · 38.5 . J5.~ J.<~ .. ,.,\'. .~:"~. · .38.2.1 . .38.0 · 36 0 · .38.0 . ~' . ~.",) ~ PLOllIDA .t:~':~ 'tr "'I' llOAD (S.l? . ~ 4''',.. . : 434) ..t<~,:,;.t .3J ..., . ".- ., ...:. .. ----f- .)f --- -jJ '.~ ":t,l'~~ ..at Un.JlY PQ..[ DC I1fl au 'f [Jl~~~:U . ;" . .a1~U5 473.41' . 038. }t:rtt~~ . .y.f;1. . · .38.4 r4;1<') PAt-lot {.~. f.(JJ '"ME5 . 38.() 36.4 . 38.4 . .38 J ~ ~ ....~ oJi" . .7'. ~~.p'4~:1 . . . . i-c:'" I ORI~"A'" t~ I ~ I~ ~ . -.0 \II !.l ~ lao' ~O' . 31.1 . .38.1 21 :r . .345 ~ ." u.. ....,2.c ; ...~. '?'l",=I . .31.0 C UNc.Rt 11: SIOf. iCAlJC yo 'Y ~ . 38.~ 15.3' ...:);-. } 4-" .:~fo ,. "".0 TRtJS ~.... .....' .... " Qf<l[ STORY CQIolCRE 1't BlOOC RES/Of.kct: r,fIj\51'4 F1..~ · 31.20 'h~~" . . . 33.!lI' ~ Ctlfil(;RET[ PATIO . 3e.J , "'~D1~S . .38.2 ~ -~--~ · J5. &5 1"-0' . J~J '~f4"PAUl \:~:; . 31.4 · 3&.2 · Ja.I . 36.4 ,a""it. :t!" J..n..w <~.~W ~..}J .:'.:t,"PLI.;W 7,;~1) ,.' . .. sa.O · J~.5 . ~.7 . ~!.5 · 15.5 · 31.0 "~ 1I~ CELt!? 'yeA. rcD 4 VENUE:: I . ~ I ~ I ~ . ~~ z ~ l~~ U "'It .'_{ (~Aifll f.f,r[r... . ., i-ARCE ~AIN lREE ;'/.''( C\.J.JSTEI~ 'd.. . l.5.7 . J5.~ · J,e · 34' . ~'l . .p~ . 'I'~ :~"'.~AiN ME f~.';{:. . '"/J ~ . "'=}';, 24.0 . "l'~:>: . ~~ . ~~ .,,~ . ~~t.AD ." 1 .t.. AiN l'RU ..,,~... ~~ ., m:PLE 12. ';':: ~.flA.iN ~~fE ~"P\"[ '-J*fi) r-~< .J~ ., · J5a I 4. tHA!N liNt< fENa:: -I --:i; ~ . " -. ." MICI-iAEL M. PAJAK. AS H~USTEE P.o. BOX 15:3 LONGWOOD. FLA. .32750 ~, · .1" 6 ..t,o · .J., f1 LO r 1 4 LO T 15 DESCRIP TlON A PAr~T OF LOTS :.so AND 51 PLUS THE VACATED STr~EET BETWEEN SAID Lors. ENTZMINGER F Ar~MS ADDITION NO.2, ACCORDING TO rHE PLAT THEREOF AS r~ECORDED IN PLAT BOOK 5. PAGE 9, OF THE PUBLIC f~ECOf~DS OF SEMINOLE COUN TY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN 25 FEET NORTH AND 50 FEET WEST OF THE NOR fHEAST CORNER OF SAID LOT 51; THENCE RUN S 72..38. :.s-," W 437.1 FEE T; THENCE f~UN N 17"21'2311 'N 190.5 FEET; THENCE RUN N 72.38'3-,11 E 493.41 FEET; THENCE RUN SOU fH 19B.65 FEE T TO THE POINT OF BEGINNING. (LESS r~OAD RIGHT OF WAY). DESCRIPTION FURNISHED BY CLlEN T. · 31.0 x ..- . .1~, · .J. ~.,. ~t;; ~A1 ~~ tJ) ------ ~J: II ..~ ..; ~~ ~ e flf:Ll AA~5 o . )5. 7 COfocCM.~r o~~,,'t . .352 1 ~.a / l'lA,..(4"P~ 1{:it'i' · .J5. 7 . ~~.5 ~ .. ,~ !2 8 f/J . ",)'J",) .j POINT Of BEClN~!FotG S[ T 5/8- :RO~ SHA~NON 1"'6 r RECOV!.R[D :RON 0,29' E & 0..3&' N . J~4 )( ~ 89:9'!.~ 50,00' ... __ )( )( . RECO~R[O 4.)(4- CONCRE It: t YONL~ENT J j .. j .Jf, :> / / / / 8 / h~ tri . ~/ i ~ . / '- POINT Of COM"'ENCE~ENT ~~~EAST CORNER LOT 51 E.NTlYING'ER f'ARJ.tS ADDITION NO.2 PLA T BOOt< ~. PAGE 9 - .Ii -(,....... .. :~. ..;v --r'- .;,.>~~t.t' / / ~BENCH MARK r SEMINOLE COUN TV 8M (1329.3.301 P.K. NAIL AND DISK ELEVA nON = .35.540 ~ ~ ~ ~--~- / lV REVISED 8-22-9-' CHANGE FLOOD DESIGNA nON AND LOT 50 DESIGNA TION TO LOT 30 REVISED 6-6-97 ADDITIONAL TOPO. NOTES. ECT... I hereby certify that the survey represented hereon is true r.Jnd correct to the best of my knowledge and belief. and that it has been repored in accordance with minimum technical standards as' forth in Chapter 61G17- 6 F.A C. by the Florida Board of Lc: d urveyor n ectio" 472.027 Florida Statutes. Dot. ~2- SJIANNOiV SUIlVEYING, INC. 499 Nor~TH S.R. 4.,34 -- SUI TE No. 2007 AL TAMON TE SpRINGS, FLORIDA, .32714 (407) 7"14-8372 F;ELD BY: _ D.W. ___ QRANN BY: H.P. __ f'ILE:~- 20- .30 L!:!~5- 9__ DArE. -.--2 0-31-9~_ 1 II , SCALE: _ = 2~.__ .R. SHANNON, JR., P.L.S. NOT VAUD ~1lolOUT n~E SlCNAT1.JR 0 1l1E ORIGlNAL RAiSED SEAL OF A flORIDA liC€.NSED StJRVEYOR AND YAPPER r . r- ef) (f) W .-J cr: <C I o , , i , , , , , ,I ,'/' ,/ ,/' ,/' ",' "", -' --~-- I , \ , , \ , I \ , , \ , \ , " , .... .... "-- , , , , , I , I J...,.. · C/) ff ~ , \ \ , \ , \ '. ". 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L__...J , NO ---- , . 434 ~---------------------1----------------------------- I , r- NE~ 1" WATER LINE ~~~~E'~~~N~~~RI~CAENX~lL~, ,-ft:> 1_-" .. n_ --.-. 36..~' .-. . -- -... -- ._~_.-. -. ---.--.. _ .-. . ??~~~___._.___ __ _____ _____. ___. _._.. .___ _____.___ __ ..___.__._ ~.~~~~____ '_" _. ___....m _ __~__..._ .__~~.'_~':" _.___~ ~ONUM;~.~~~~~___~-,I . TO IRRIGATICN -- . 1": , .- . - -. - - - - ---.. ---..- u+-__ --..- -- . -. - -- - -.. - -- -.. .- _____-.!6_~.~~~. -.--------. -- -.-.- ...- -. . __.u - --------.. -. - - - - --.-..... ....--. - -- . - -- -~--:-A.CC-ES~~~:ivE-WAY - - --r..E-XISTiNG--~.TiLIT~- ;OLE- -ro-' BE-"--' -- -.. . ... - -. . .. .. ---.-----.-.- ----------. ..- -------------- . -.-.----- -----.- ~~~~~~---.- ----- . --. .- - --- ---.-. --- ---- ---- ---- -"- ----------- _u__ -------.----- .__n____.___~__.______'=__:_{ ,; t. MONuMENT SIGN FLO',oi .~ , ' RELOCATED 30.0' EAST CF EXISTING 58.1' +... .- EXISTING , 125.0' LINE ..-3.0' VALLEY GUTTER LOC^TIO'"' ^S SHOUN .. EXISTING E .---. -.. ---- ---- . --. .----.. ---- ----- ----- - :..- - -', RAMP OO'.JN ~--'''~n' - -- - . - ..... ."/@. - "_00 -.- -.--. -' -.- .-..-- ---. --.- ...___u___ - ____. ..---.... .. ..--. n_ ..---- .-..-- ---- - ~g~~ ~N~~~ 515 ~ , ',' ". ,.@:::> // ~ .. 25~ R 1-' M . ~ RELOCATED UTILITY POLE e~~~Ef8 ~~~:I~ ~ ~ p~[~TIf63 RU:~~i~Y_ \ EX~STING SIG~AL""" @:::> :':_ _ ~.' i TO 'RE~AiN i ,- ~~~~1I~ALI< -::: - -:::: -::.;: - f:;::;:: ~ :_-::;:::;::: ~::~ ;~~ -:,:.:,,-~~, -.J:.*':~;:-::: ~;;-;:;-:: -:-::: -:...:.-;-;: ;:...;.-;-::.-.--::.-.--; :~tt~~~iJ~~;~'- ~t~~~.!::.- .--=-::-;:;-;: ~: -.-: ~ l = \: - ~::~ - - i- - - -.-r - - - ;1- - --~ - - -:..,- ~r::; -.-:;: -:;;:::; -:;;:.-.-::;.-:;;:.-:;;:.-::,t -:: - - -;;::;;;:;::::::;:::;;:;:;;:;:;;;;~::::: ':;"~:;::; -:-.l.~;::~:;;;:;;;;:;;:;:;;;;:;;;;:;;;:;: ~~If;~11#~:~~t; ~~~~'!~:;;;; ~;; ;;;:;;:.-:;;; ;~E~.- ~~;~~;:;;:;~:.-:;;.-::;;;.-:;;;; =f :;:;;;;:;;:;;;:;: _..... : : ,t / ~~n~~AISJGNAL i, . .<:: ---= -. - - U - u...... - u'_ - - - u -: u - u - J~ > ~: <-: ~':L" - - - - - - - u - - - - u_ - - - - - _u -- U -- u - - - - U -EXiSTiNG - sIDE-wALK - U - u__ - - U - - - - - - -- - - J @>; ~ . . ~ . ,/@;.; * ~ _ u;-- - - - U - U - U - U - - - - U - U - U ;_U - U - - - - - - -- U - U - U - U - u-ll~:~: ~.~(~~ :.1- U - - - -- U - U - - - - - Exi5TI~-G- SiOE;;A~K --. - -:: :..L--: ~ - - - - - - - - - ;--. -- U - U_ U - -. Co U -- U - -- - U - J : . ~ <~"t.:}1 ~ _ _; ',_ . r- _ . _ _ . .1_ L. . __ . __ /". · -- -- __.__J! u__ p~ ~~::" L ,L4) ,......,......d.-,......,~,......,..&..........,..e,......,......,1.w-,......,......~'--r......~-n~i3':3r't _, ~":~ --j"-" a'r !-..- .._f._.. -"~r~ ..-1~......ll..-.-......rf4~'p'-:..c.-.........,.....f...r..-..-....&~......~ --- , " ~~, :.+--f~~.....~~~~..........n........i~...nc..&..,._. i~::J.(, , l: / ' . .,,~. ~' ,"'r--- / t57' (PROPOSED 10.0' ,.",. .' ~ '\ ".! 't.;.:;:,. :.,..... :''l...:~.f/~\t3J : ~ .4 " i'PROPOSED 10.3' t5r I ~: ",,,,,fJ.,,, r...i~ ", ; : ; ! "" (~-<>!+-S:-L""'- .....-----;....J---~...J..l-I-----....--_,I/ J';' lS! '1:@./ @8 ~ 8.~' U:ILITY EASEMENT... -- 0 C PE REA ~ --- __F.~?_~'__ -..... ..L_ ~; , · I .' ....t...,: . ...~.. k., :hI \.: LA~DSCAPE AREA, UTILITY EASEt"'ENT' ~ ! L- ~~; . Cg I . I~" ==l'! ". ,\ S 54-"'7'23i E / . EXISTI~G GAS VALvES. ~ ,..' . - ,_ GATE ,. 'LA~ S A A " -"' ~ ' I . :-42'-~ . '." ,~~ cD' \.. IH-- . ." I / I -"', L:) 'I ABAl'CON EXISTING .IiI ' I I -.w-,'!~ ICJ, ' " TO REMAW (TYP.2 PLCS.I ./: :- - - @~~. -- -- - - - / " -- -. -- -- -.- -- - -- - -- - -- ....-. --t - --. - .n_ - --. - - @I--- - T ii'H. 'Y : - -~-. r...- -- .--- - - ---~ -~ -- --~--~r-- --- -- -_. -- --- -'-- --. ---. ---,.:+-- -. --_. --- -- - - - - - -r - --- -.- - - -- - -- -- /~ - 65' R-' -- L - - '- f~}r6-:' WEL't:S PER LOCAL - -....:...- - ~ r~0'-.... ,I, \ 23 Q4' , ;' ~~I~~l~gI~OWN GUY ..../'+--i-. ~'1 .-.-,- 'T-~ - - -- - - ~- - .L@:r(:------ - ~ -- --l.i ~~- --_. -~ - .~- .-.-- ~ - ~ - __i\J1- - ~'~'--BgUJ"-O:. SETB!llK.!-J~~ - .- -- - ~lt-;5~ ___~ - -;- - - -- -- -- -- - ~ .' -r. --;;"~.- - -r;;;-.. --=-=-~-'~ .;;~ - C1TY~ WMO...:cOES ....l - ~ijl~, ;~: ^ -',..~:":~_ :XISTING CRO~SW~LK / ' I. jj .I"~ U I' 10' R --. ~i:::::=- ~ @I' ~1 ~ ~". ~,. ~~,,~, \91 . , "ul '30' ..r{t::> t40": \ ! M I fdj . I SIGNAL & SIGN TO , __--... / L _ I i l~ U C ~ ~...,", '0;7,' ^ ~_/ ~ I \ .' " REMAIN, ' --- ~ .t ' I t- I ~ ~., ' ' ,. @. ,\1.: ' .' ~~~i~I'10 U;J~~~~ -- - Ihr ~ NEW 4" WATER LINE / 1- u. -, '~u --. I = = = = = = I - --, ----l- - EOGE OF ASML T . u, ---- ~ ' g~~~P:INE ' ,./ .,~~- ; '<, >~" / 1> . - ~ ~) i ~ I!, ! i ! ' :! TO BUILDING /' . I I I AREA PAV~NG i ~ , . " <'a ''1 ", ' ',' 0 > X @ 15,' ,""- UG TANi< ; i.' ,.1 -.JO--.- I ,. · ~ : ~ I I " '. t'. ~ <.. ;I ~. / 16, ^ ENVELOPE . I \ /r f..1 .-- ~ · I ,/,...:! I I @I I' ~; I i ~, ~." '. ',(<0.. ';./ / r\ ", // //@17>//'-/,'(38.0')(32.0')'I.;j>'Y("'.i. I 4-FOOT HIGH GREEN _J -I @ I ~ EDGE OF CCNC. ~," 0:::>--~ ...~, .,', ',,~ /'!~e~ /~ "(Il 11 / / > - '--r--- ----- --_; -..l \:."I'.:~1: ,,) ':::--J " I , VINYL CHAIN LINI< FE~CE -L------ _ __ ~) CANOPY APRON - ," (TYP.) /f'6\ ,,~,. '".:.to" ~/'.I/ "~e- // / (,';;'\ //' o-T 16.2Q'. ' :-, ',.~'l.':" ~ ,/ I o t ~. . . Q::::> ........ ., , \V0' ,-,9V'_, ',' /,.~+ 0 // // ~ '/: N' ;---.-----.-, ~'/'~!:;.. @ ,I I ',1,: . i ~1--'-- 11l1'R ' . ---~ !'! _h.n45S - r-..I -~45 _ ~ \:...1,';;\ .', ,~,,~ ..5(17 / ~~ ~/. alt.' & liI.1 '~':I'# ". f..-/(,: / r^ ' ,I N~. " II i : \ '1::.;:/ r,D . v:::.;/' ...-..... \..V , , 0 ~y~ / /' /, t: 15' ~ " / .' V" J ,I , N ;i 'i i \- 5' R 'lSi , ~'" , " ". / '0 \./ \V;...'.. '2 ,I W / . ~.~ -~--~.:;~ !I' .?cli.:...:.-::1!.~-6PARKf~G~~f~ESi~t.;---.--.tf!,~- ~:;: I~I@"': CANCPY !!! ,// .e.....~ ~).. @f'7\~. "f;~~~~:?~(/f~~ :_@-g!~-:!//,y ~ ;<" 2: : ! 'eI r24' I,' I DRIP Ll~E -..... ~ /';;\6 ~. '~e. -~- 0~ ., r.. ..' 'f- frr,Il!j, ., ~., ! i,' -.(", 1 . ~ ! '11 12.0' 20.a' 12.0' 5.0'U 16.0" 30.0' 3.5' : 22.5' 36.a' 22.5' -3.5' 6".3' .....-...-. ~I 0~ , t / ~. ,,~:~<~~ "'./ J'~ "f~:!<( ~ J> ifj./ I ;' .1/ I ,/ .' ~ ~. II: "III' =~- -~p1C~~R~I~g.0' ~S~BiE:;~" ~~~,,~rPA-RKINa sPtES- G :1a.a~ ~'~_~~ ~~_~~-_~-~__.~-_- ~.-~ '--=r ~_~-_-~__ ~.-_' __ ~.-----.--6-PARKING~PACES a 10~0'--- - -r \V@@,; ,~;o~? /. ~.~~- ,,'; ~..~..:~ @-, ~~: hi / / / / ~ /' , ~i, ffi ~~. ~~"'N'~~I~'\~""d ' I _@!: : ~ '!. '~0(sL'~ _k~' @', / &'~) '@j_s;,\-,"Q.g/,;,/,"',/l /' i I > ,LJ V~V~~ \..J .I1CV I 26'R - I: L26'R I -@- .,' ~ :oc-0)q>. "'/ 0' c ~.I. B ,i" I co '>...""", I " I : :J!i ~f f.0:~~~ @-; '~, -~ I I -.:.~.' .', k'q} . .... , ~~ ". , --. -.' "'t- >ci~' 11$ , / ~i! ~r l:AP;::AI \= ~~/ J T J::iAPE _! ~RAM~ ~P~~_~~:;L~l LA~A~:PE = RA;:=CDNC!EWA::YP'I= ~ ~ ~:' ~~~~ (~.~: ~{~,,< ~/~' ,//:. / 9. /~--' i~~-I%(~~!f-rl 1/' I" I tn S ~t- " l!tt~. sl: 1-' _ _ -.~~-+t' ___. _ It) , . j. ~. / II / ~' ".' ~,/ / ~- ,0 ,L _.... l;' ~/~ it! iJ/,' , '1/)- L~l -- r ' ~AIS~D CONc.5IOEWALK ITVPi' -; ;"" ~- --r--- ~ '.. ~ ' (%~ ~1 ~ " .>.:> "~F;:;~:~'''<. ~. )...~~. ~i //~/ @(;?....&V "/, +~,~';<4'c!~/ ~//@.~~ ~ ;~y,tt;,!l./i_/~~ / !,i,/:; t : ~ ' ~; !:: '" f.' .",. ( " ' v/ ;"'1 ~., , R , , ~" ../ ) ~ 'Csl 0 ~ t' /" /,:~. '.~':>'~'. ~ .", ,_,' .../@~ ! w Ira, " .:4J '; I ;::,' I ", ,. .f ~ @ :~ :~ @ ~ .....~~.... 7"--.... ....~ ':_~,I!-',....J:. -<' '" "" ';' . '.." . ,'>,,, . ./ q>J' CANOPY " '," ~~/ .' tJ ,.....J ,. ~ , ., /ql i 1$1 I / / " /; I, ,0 ~:~ , /17""'6'" ,~. >' ,'/ / ;.;.,,'// /'.' .,..'g." ,~<,,</,'''''~''",~'"'~' /,'-ORIPLINE "',~#.'.' / J .: ~-....-~~;, :,',,' ~/ , y----lJJ/.' ~EETEXISTINGVALLEYGUTTER . " " . en . (g w.. II , / / ' 0", ' .~' ~ ,......~ ,'/ / ~..- - - - -'-- - - - - - - - - ,- LI ~ I"'"V r , SHAPE & ELEV I -(45)- " ; " ~ 0,." .," / , t ~!_ f51\ ~:~ _@_ ~.~ f51\-i~' -lTYP.)- .-..; ."',' /' " /~, ~ '. , '/ . . ~e. '.' 'e~ ,.;:'~:y;~: ~ _ _~Iit I T~ -.J f (J) /j-- - -j~;./- i; , I Y ,,/ RETf!-.IL ~TO. RE ; f'31 ~:~, ~ ~ '. .' /' COI~VENIENGE. STORE , c. : ' ,. .", " I ',,, ,cr: . .-- / ' . Cg ". ./ -~45 _ I ' , , -- .' I , i ' / ' (g i z <f , . / rr...' ~... . ~ ~ ' .,- , ; g) lSil:~ a.. ~ ,...... ~629 SO.FT. ," ~r" ~.. _~~_(~ t38' ~ co , i_ :' ~,', " i Y' /" 39~5, SO.FT~ " :l'), ~l ,1:1: ~ I ' / , t37' ._~=-/ ~ -"' ~ -..... /.__~ 5Q, ", rtl', I ! i /~'" , /. ,/ ~ :~ ~ ", "'/"/" ' ,,' V!.:,I fC 14'R--...... _,. "/v." " I' ~:~/;:)':/, /, / · // · " t ;itl L_ -- '7 / .' //', <. ' -~-, EDGE OF ASPH~L1\ !@ : ~\..,' ~l..., " I . ,~ ". /, , : . ..' / ,., / / ' ,,/ f l ..-(FCCIFCR FIRE ~~' ~" RW ' '/" /"./ '" './ I' / ~ (g AREA PAVING .'. f-___I ".J ' . t- 5' R ---'" ;'\ -;:---.-', ---:-.-:- r' ", / , .I II ,/' SPRINKLER SYSTEM. ~ <.D_L_ tl-\:-,~,: :1.... _.', i. ..-,' .,' /' , 3' R _,' !! · . , "'- NOSE CuRBING I -----f- ---- '. / ",;' \., -- I~ '/'..f' ,~ . i .' /--13'R, I OO'..N IN 2'-0' - :~,0,1~,~~~:~~<~~:.t:L:APE AREA J~I .. '~~N~~~~PE AREAL IJ~r~'::J ~ri,~~=:.~~~2~=~7:.RAI~~;::-:~-2~S~.~.~~..~~;!g!10'R~R_;~A:CAP~E~\ _" J LANf~~f~'@-;~ ~~WB~;L~~~~R L1~7 . /~4f- / /' I~./ (72 PLCS.1 ''-~ . I" I i @ I I r I I ---..-~.--=+---_.~--,---i-----~"':'~... ~*;~! .', ~ I .' , ~ , lQ I' -.-----. -1 I 7.07' , 10.6' , 26.1' \ " 34 ,-- 20 R! ~'. . ,'0, ~'. · ~ .~, · ~ ~ ! I L !5' R @ '- DELIVERY RAMP UP i i 2".0' ! ~! @ ..! --. _..l__.-__- -- -.-----.... 5.0" ; 16.0' , ~: -'- / Q\ . " . ~'" :!..' ,I ~,.~, .' I ~ ~ 21]1' R ' si 11:6 SLOPE) ~! -i~~---~~, ~ /1-TYl ~,' I 2.68''''; -_..~ :+--4 :~-;'1.5' R:: ~. W Q I / 'P ~;~"":"':l; . }:'tl@,;..Ei/, .' II N M J i , J V J I @ ~, \ .11 ?t?t ~ i ' ~;~~ ,. ;:8' i ~ ; (\I: 40@'R-91,! I ~@ ~ "'~' "'" ".' ~ Csl' I * ,..,. ~: @*,\. f ~i ~; /@'2i' Q @;~': ,.. ,q' ,/ ,,' ~ ; 46 ' ~ I 'T"'- . II 0- I . . . ':! . . . . ......, . 'T"'- Q ~. Q ( I' : II IT : MI' r ~~ ~ " '., , i , I ~ @ I!JEII / " ! t ~ W \~40'R : ! : . ~.,', I .: >'. --~-4 ~ : ~, LANDSCAPE AREA.; lIii :' ~ ~: Q3) "! I r----J.o:. r~~tR,' / /: \ t ' -.!. ' !-~. ',' i '" 1,/ ,.. ~~/:' 5Q ! , , .' I _1.._____ ,~: ,~ f-' ___ /(!,-,--' ~,"'- NEW 5'-0' CONC. ...-,._-- ~ i--_.. -..-..-,.-. --..-. --.. _e._.. - ..- ..-..-.. -..-..-..- ..., ..-..-.. -.. -. ..-:-....-..-..-..... .-..-S..-.7.-2...3-S..i3.7.i..W-..,.... -..- fl. -..-,. - ..-..-.. --. -.. -~.-:.. -. --. - -..-..- .1(-.--.. -.. - ..-- --. --11II(--..3-..-.. -. .-..-..-.. - ..-..- ..-..-..1..-.. -..-. .-.. -.. - ..-." -..- ..-..- ..-.. .....-.. - ..-.. -...... .,...-..-.'.-.11II;;;: -:J,f. L2 / rv',. ,I SICEWALI( ~. : : I --@,.@-- . ~: :: . I ; 4 7.16' I' .... ./ / I ~: : - ':'+ ....,' , - 2.0' i : I 82.SQ' I 20.0' cD 23.Q" 38.84' : ,30.0' 24$ 30.0' I I - LOCATION OF FIRE OEPARTMENT I /' I ...:' / t i' \, t----__l I .' I .F-~~-t~~~~--~~~~=---~-~~~~~~i~~;~-~-=~~..~=~~~0~~~1=====~~~:~~=~~~~!~~~ji~~;~~:~~~~~i~ro SITE PLAN ~~ PROPOSED 15'-0- TEMPORARY . TO IRRIGATION i I TO REMAIN : CONSTRUCTION EASEMENT (TCE) _1 , NEW 6" WATER SERVICE TO ~ - EXISTING UTILITY SCALE: 1" "" W'-D" SITE I~STALLED BY GC. POLES TO REMAIN STATE ROAD ;-.----; ~E~ 6" \l{ATER SER'IICE TO-n. SITE I~ST(.lLLEO B'l' GC. EXISTI~G OvERI-lEAD POWER Ll~ES TO REMAIN -- ~ C Q. ~'ts "r,~ ~~ W ~ 0.1 ~f ~l 01 ./ I I I " ..... RETENTION POND .... \, I -t- ! i ltli -:1 ~ z SITE INFORMATION: -..- -- . i il); Ili! .~ _ _~..~~UILOI~G SE TBACK ..0.N~ -j -=~ >- = _ @ O'J SITE ADDRESS. 701 EAST STATE ROAD 434, WINTER SPRINGS, FLORIDA CuRRENT ZONING. C-l BUILDING SETBACKS · FRONT. · EAST SIDE. · 'I"iEST SIDE: . REAR, 15.t)' 10.3' 0.0' 30.0' EXISTl~G UTILITY --~-_ POLES TO REMAIN \'-' '-. " \ \ ~,l ql MERCANTlLE\RETAIL USE = 1 SPACE PER 300 SF OF GFA 7614 SF OF GFA\300 SF = 2!5.38 SPACES = 26 SPACES REQUIRED ( 2Q PRDVICED OFF-STREET PARKI~G, ~OTE.FUELING POSITIONS NOT INCLUDED IN PROVIDED PARKING WATER SERVICE: CITY OF 'I/INTER SPRINGS 1126 EAST STATE ROAD 434 WINTER SPRI~GS,FL. 32708 (407) 327-1641 SEwER SERVICE. CITY OF WINTER SPRINGS 1126 EAST STATE ReAD 434 WINTER SPRINGS,FL. 32708 (4071 327-1641 POWER. FLORIDA POwER CORPORTION 583 STATE ROAD 434 LONGWOOD.FL.32750 (407) 629-1010 PHO~E SERVICE. BELL SOUTH 5a0 N.ORANGE AVENUE ORLANDO. FLORIDA 32801 (407) 780-2800 MARK FL.:RNlSHED iNSTALLED BY BY: FURNISHED INSTALLED BY' BY: SPECIFIC NOTES: GENERAL NOTES: MARK FURNISHED INST~.lLED BY: I3Y' ~ GC GC 6' THI<. CONCRE TE IJRIIJEWAY (4~ r---GC"'-- ~~-~c--. -~Thj(. 3a00 PSI CCNCRETE REINF. '..1\ -5 REB;R-;J~'D.C':E~~-- .--.. ----. ~~. -- --- --.-.. .-- _ ~_ r--~---. _._ ___~~._.._ __SI THI<. 3000 PSI CCNCRETE REINF. W\ -5 REBAR a 12_1_~.C~~__.___ ~_I_ ~-~~ --- .-~~'~~= ~~::~~:D::Y~::~~::ERREI:~. ~:3 1~10: O:::~~l CDNT~__~=~~~=--= 47 GC GC 61 PIPE BOLLARD - CONCRETE FILLED -~~48--~- ~-___~~.._~ ~:~~C___ ~~ TIPL~~O~~_!~RIGATION SYS1EM' -wiTH- rifl1ER (REFER 10- C~7) _____ 4q GC GC 2'-0")( 3'-6IOVERFLOW PIPE JUNCTION BOX 1---' - --- -..--.. DESCRIPTION DESCRIPTION DESCRIPTION ~iARK ~THE GC SHALL VERIFY THAT THE ROuND COL~M~S SUPPLIED A~D INSTALLED BY THE CANOPY MANUFACTURER WILL FIT WITHIN THE RAISED END SECTICN OF THE DOGBONE ISLANDS. [t:::> THE GC SHALL RELOCATE THE EXISTING SIGNAL BOX TO A NEW LOCATION TO BE DETERMINED BY SEMINOLE COUNTY TRAFFIC ENGINEERING (407)323-2500. [t:::> THE GC SHALL CAP AND ABANDON THE (2) EXISTING '.1iELLS ~HICH ARE LOCATED ADJACENT TO THE NEW UG STORAGE TANI<S. @::::::> THE GC SHALL REMOVE THE REMAINING cm'~CRETE FROM THE EXISTI~G DRIVEWAYS AS SHOWN A~D REPLACE WITH NEW CONCRETE SICEWALK AND GRASS PARI<WAY TO MATCH EXISTING. REFERENCE SHEET C-3 FOR TYPICAL R-D-W SlOEWAU( DETAIL. [g:::::> THE GC SHALL INSTALL AIR/WATER STANO AND VACUl.JM ON GC FURNISHED SLAB PER MANUFACTURER'S REQUIRMENTS. (!:> THE GC SHALL RECONSTRUCT THE EXISTING CURB INLET AS A TYPE 1"11 FOOT INDEX 221. ~THE GC SHALL LOCATE THE CANOPY. TANKS ANO ISLANDS RELATIvE TO THE FACE OF THE CONVENIENCE STORE. THE DIMENSIONS FROM THE PROPERTY LINES TO THE CANOPY, TANI<S A~D ISLANDS ARE FOR FIELD VERIFICATION ONLY. IF A DISCREPANCY ARISES CONTACT YEI PRIOR TO THE START OF ANY AND ALL WORI<. [B:::::> THE GC SHALL REMOVE THE EXISTING CATCH 8ASIN AND PLUG PIPE. Q::::::> THE CONCRETE CA~OPY APRON SHALL EXTEND 1'-01 BEYONO THE CANOPY ORIP-Ll~E AS SHOWN. ~ 0. _ _ _. ~C ..._.@... --@ .0 _ _0 _. GC .~c ._. .~~~!_~ ~~R E~CLOSURE _.-~.~0 SO.FT:____ ____ _. ___.. _._ _ _._____. . _ _ _ __ -.~--- -- ~~_ - ~ ___.~~~~G ~ ~1:::~~;::~s~:~;;~s::[~D.2RAF:~ENo~=-~ ~~-=-== o GC GC FIRE MARSHALL WARNI~G SIGN (ATTACHED TO CANOPY COLUMN) - .c!)'" - --.:..:.~~_~~_~...-~.GC-:.-~~~~-~R.EEXTINGUisHER (ATTACHED T~~_OPY _~_OLUM~____==== _.. ~ __ u._ _ G~. __ ____ _.. _. GC _ __ __ MUL TI -PRODUCT DISPENSER (MPOl _. n' __.__ .. @. _ . .GC _. ...._._~~ _.._. _ _2~_~_OO~BL!._WALLED UG STORAGE TAM( - BLUE . @ ___ ._. __ GC _. _ f----~~..-- __l~~~~liBLE W~LEE_~~ORAGE TAN~_~ILVER @ GC GC 101< DOuBLE WALLED un STORAGE TANI< - GOLD __ -@~ _' ~~~'."~~~:~~~ _ ~~.~__~~ '_~'-~ _~~~-COUB-LE WALLED UG STOR~GE TANI< - DIESEL--- _____~ _ _ .@. '__ .. ._..._~~___ _._ ~~__ _~~HP SuBMERSIBLE PUMP W\ IN-LINE LEAl< DETECTION _ ._@_ . ___. _G~_. ___... G~ _.____ FLEXIBLE PRIMARY AND SECONOARY PRODUCT LlNES .@..__ _ _ _ ~~ . _. .._. ~C_ '__ ~E_EOER-ROOT TLS-3~0 TANI< MONITORING SYSTEM --.. f-. ._@. .. _.__ ~~.._ _. ... _ ._~~___ _~!~~E-:_ANO II VAPOR RECOVERY SYSTEM (STAGE-II PRE-PIPED o Nt. V) ___ @__ _.._. _~C__. _ _ ._.~__..__ . EM~RGENC,( SHUT-OFF SWITCH W\ SIGN PER SFPC Q07.4.6.2 __._@____ _.. ._~_ .._ ~_. _. .~~_'"__ __.~~~~RIC.~ERVI~E METER 120/208 3-PHASE (I.JG FROM POLE nMOLNTED XFMR) ~~ GC GC I-lETER PER CITY REQUIREMENTS 3"4 ~CANOPY CLEARENCE BEGINS AT TOP OF HIG~EST ISLAND AND ENDS ON LOWEST POINT ON CANOPY. ~ THE 10" YEAR FLOODPLAIN DOES NOT OCCUR WITHIN THE BOUNDARIES OF THIS 2.033 ACRE PARCEL. THE 100 YEAR FLOODPLAIN IS LOCATED 2400 FEET SOUTH OF THE PARCEL. THE ELEVATION OF THE 100 VEAR FLOODPLAIN IS 28.00 FEET PER THE NATIONAL GEOCETIC VERTICAL DATUM. .~-- :~_~~ =--~~-~ _;:~K;~~~ G:::::N;ET:RCEPTO~~~-SAMPLING- STATi~~_~- --=~==~~:_: - il....... GC GC 1000 GAL. GREASE INTERCEPTOR W\ SAMPLING STATION - ~ . -- -~~ -- ~. : - -~ ~:~::~[~~E:O~:T~:E:::~: ~~~~~~:. :. :4~-~ ~=~=-~=:~~ ~_ -GC--- -""GC--- ~NCRETE MI~E~ED _END SEC~~~~~.~~~~E ~_~.~~:~:~:~_~~."~ ~~:.~--==-~-~-- __~_ ___~__ _~_ ____ _.8' CM~ RETAINING WALL IN RETENTION AREA (~EF~_R _.:..9_ ~-?~___ _.___ (2Q) GC GC 81 CMU SCREENING WALL (REFER TO C-3) ~-- -.-- r-------- -' . .------- -- -- (30) GC GC AREA YARD LIGHT (COLOR PER OWNER) (14'-01 HEIGHTl _ J _.___ _.____. ______ ( e~ GC GC AREA YARD LIGHT ARCHITECTURAL BOLLARD (COLOR PER OWNER) (3'-61 HEIGHT> -- ----- ~.._-- -.-..- . - .---------- (3i) GC GC VACUUM - COIN OPERATED TYPE (SEE NOTE E) -~--- GC GC --.. - AIR\WATER - COIN OPERATED-TYPE-iSEE NOTE E) r----- ... ..-. .---.- (33) GC GC PU8LIC PAY PHONE -.-~ GC GC ..-- -"00 ~OT ENTER' POLE SIGN PER FOOT INDEX 600 TYPE R5-i-' -------~_==_--=-__== @ GC GC 'STOP' POLE SIGN PER FOOT INDEX .6a0 _TYP~ Rl-1 ____..__.._____ ~i6) GC GC 301 STOP BAR AND 'STOP' WORDMARI< (ONLY WHERE SHOWN) PER FOOT INDEX 173~ 37 GC GC 'DISABLED PARKING ONL V' POLE SIGN PER FOOT INOEX 17355 TYPE FTP-25 :J _ ____ ___~__ GC GC DISABLED PARKING PAVEI-1ENT SY~!~__PER FOOT INDEX 17358 T~~~_~~-,_~_ . ~ GC GC 'YIELO',POLE SIGN PER FOOT INDEX 600 TYPE Rl-2 @ GC GC -:~ 'ID' MONUMENT SIGN .~: _ (FO.~ L(JCATION APPROVAL ONLY) @ GC GC RETAIL MONUMENT SIGN (FOR LOCATION APPROVAL ONLY) 1. THE GENERAL CONTRACTOR (GC) SHALL FIELO 'iERIFY ALL EXISTING CONDTIONS PRIOR TO THE START OF WORI<. ANY DISCREPANCIES SHALL BE REPORTED TO YANG ENTERPRISES. INC. (YEl> OR THE GC WILL ACCEPT FULL RESPONSIBILITY. 2. THE GC SHALL NOTIFY AND RECEIVE APPROVAL IN ~RITING FROM YEI OF ALL DEVIATIONS FROM T~E APPROVED DESIGN DRAWINGS AND\OR SPECS OR ACCEPT FuLL RESPONSIBIL TY. 3. DO NOT SCALE DRAWINGS. THE GC SHALL REPCRT ANY OMISSIO~S OF DI~ENSIONS TO YEI PRIOR TO CONSTRUCTION OF THE ITEM IN QUESTION OR ACCEPT FULL RESPONSIBIL TY. 4. ALL CONSTRUCTION AND RELATEO ACTIVITIES SHALL BE PER LOCAL BUILDING CODES AND OSHA REGULATIONS. 5. SITE PLAN AND LAYOUT (SHEET C-1) SUPERSEDES ALL wORI<ING DRAWINGS. 6. ALL DIMENSIONS SHOWN ARE TO PAVEMENT SIDE OF CURBING AND EXTERIOR FACE OF STRUCTURES. 7. REFER TO SHEET C-7 FOR EXISTING LA~OSCAPING TO REMAIN. 8. GENERAL CONTRACTOR TO FIELD VERIFY ALL PROPOSED GRADES IN RIW AND CONFIRM NO INTERFERENCE WITH TRAFFIC CONTROL BOXES OR SIOEWALI<S.NEW SIDEWALl< GRADES ARE TO BE CHECKED IN FIELD TO ASSURE NO WATER WILL BE TRAPPED AND FLOOO. IF PROBLEM W/GRADES. GC TO INFORM YEI BEFORE CONT INUING CONST RUCT ION. q. CONTRACTOR IS TO PROVIDE EROSION CONTROLI SEDIMENTATION BARRIERS (HAY BALES OR SILT CURTIN) TO PREVENT SILTATION OF ADJACENT PROPERTY. STREETS. STORM SEWERS AND WATERWAYS. IN ADDITION. CONTRACTOR SHALL PLACE STRAWI MULCH OR OTHER SUITABLE MATERIAL AS NEEDED ON THE GROUND IN AREAS W~RE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT THE SITE. REFER TO DRAWING C-2 FOR DETAIL. 10. AT THE POINT IN TIME WHERE RECLAIM WATER BECOMES AVAILABLE TO THE SITE. THE SITE WILL MAKE TIE-IN CDNNECTlON FOR IRRIGATION USE. 11. STREET ADDRESS SHALL BE LEGIBLE FROM THE STREET IN ACCOROANCE WITH 603.17 FIRE CODE. (~lNIMUM 3 INCH HIGH NUI-1ERA{.S ON CONTRASTING BACKGROUND) GC CONVENIE~CE STORE STRL.CTURE- 362Q SO.FT. SINGLE STCRY CMU CONSTRUCTION OWNER _CA~~~~--=__664!~Q..:.~~_ .:.6~ CL~~~~NCE B::::::-___ DRIvE-THRU CANOPY - 16a SO.FT. - 10' CLEARANCE GC O"'~ER GC GC RETAIL SALES STRUCTURE - 3~S5 SO.FT. SI~GLE STORY CMU CONSTRUCTlON GC -~- ~-~~---- ~ GC (53) --ac--' . "'-M-- 1------ (54J GC ~~- f-.---.--- ---- (55 GC _*_ _ ___n__._. (!56 GC (51 --' GC-- -- :J (58 --G"c'-' .-. GC -- - f---. -- (Sq GC GC GC GC GC GC GC --"-"-- GC GC 61 CONCRETE PAR~ING BUMPER - TYP.FOR ALL PARKING -- NEW CONCRETE GUTTER TO MATCH EXISTING THERMO REFLECTIVE LOT STRIPING - -- ROAD STRIPING PER FOOT INDEX 17346 SCHEME 1 NEW CONCRETE CURB TO MATCH -EXISTING TYPE 'F' INDEX 300 61 HIGH. WHITE LETTERING DENOTI~G CANOPY CLEARANCE 5.0' WIDE )( 6' THI<. CONCRETE SIDEWALl< REINF. WI FIBERMESH -- 'DELIVERY VEHICLES ONLY' POLE SIGN DISABLED SIDEWALl< RAMP IN RIGHT OF WAY 11:12 SLOPE) INDEX ~ ~ ~ ex: o ~ Ci3 as ~ ~ c( ex: ~ ~ U 0 ex: ex: ~ ~ ~ ~ Z Z W W ~ ~ 8 8 d; r-- I'- ~ ~ ~ :J; ~ d; w ~ ~A '~ " .~ j & o ~ w o ~ rX w Z ~ w a ~ ~ .. ~ ; i ~ ! o :5 -, ~ &3 &3 w w ::;) :J o 0 ~ ~ ~ ~ ~ ~ ~ ~ ~ a a ~ ~ ~ ~ 0 ~ 5 5 o 0 ~ ~ ~ i ~ ~ fJ 0 0 ~ ~ ~ 8 (5 ~ ... ex: a: o 0 ,... ,.... Cf 9' ~ ~ ~ ~ m c( ~ :... ~~..-' d~ c--_ f. ~ --,~ - ~ ~~~: l;~ lu4 0. C ~~ ~ I ~ ~ ()~ Z~ -~ 00. ~~ g:~ CL2 W~ ~ I- ~ dj:j~~ ~~~ 21i~ ~~~~ ~~~~ ! r::- ~ ~ z o ~ ~ ~ ~ ~ tn ~ - ~ ~ 8 ~ ~ o ~ a: ~ h ~ <(r-:i ~ (i~ ~ ~OC-.o~ w · ) ~ ~ 0. JOI~ !:AT'!: I- ::> o ~ o z <( z ~ 0- W ..... en G12a08 1-1-Q7 CH) FU NMlE 6100raaCI.DGN sc.-u: SHEET AS ~OTED ~call SHEET 3 OF Q SHl8t, 24'-0" ,--_____-----------------------------------. - -'- -_._--------.---- i : a" 11'-0" I a" 11'-0' 8' .- ~-~------ ~--.--.-----------.--__r__.~-- -.----- ------ ---" -.---.-.-- ..---.-.-.--- -- -r---'--- : 1 ! I l I ' '-!hI - ~~ I I -r- f-- : r-" - -- r 0 -r - - - - - - - - -. -':- e-. r- -- - I , ' . I ..... - '-- - ' ! r- I I ~---r-~.------"-r : I i. I .._-- S" DIA. CONC. FILLED S"'EEL POST J ''--,'' I . _ '___~ (T'f? 4 PLCS.> - I, r - - r 0 -t - - .- - - - - -- - -' --~. -- -. H / H ,"-' ~" T"K. 30~a PSI CC~::. S_AB ~f" REINF. 'Ili/6K6-Wl.4lCWl.4 \t4WF ON I 'f CLEAN, COI-"PACTED F:_L (T'fP.l !/' I ,"'-1 ~/ I---~ ...-. REINF. OOwNCELLS ',ojlT'1 1-5 REaAI~ ~.' ~ND 3~00 PSI CONCRE"'E A '-.1INIMl.JM ! ~ CF 6'-0" D.C. (TYP.) ~-I r'---1 ~n__'. ~---""1 '__ 8" CYu '''~LL (F:NISH TO MA fC.... 8uILDI~G) 1 I I f I I I ! I L.--' . ''--" .. I , i , ~. I I I . I ,.- ~~ I I ~: ~ ~! ~ - I ~: ~ ~, . :+ ~ -1---. ;-- , ro. .-; . --.- -'-r-~ . uJ Q.. o ....J (,..') \' PRO'JIDE CC~DUI T IN CONe. FOR CANE BOLTS (TYP. X2> -\ . "r / ~ ,1'- \ " " I , DUMPS-fER ENCLOSU,RE PLAN SC~'\LE: NOr-..E -t-- ---.-- -- ---'--- i i I I I I I I &1 I I ~i i I I d;;. ..tl--~ ! -r/~'S: ~! /.' I ,"~ ;-.~ I I . '../ i .' ~I ,----. :.., ! L__..___._ " 3~0a ps: CCNCRE TE FCOTI~G --~/ ~ " ------, - , " " '~- LI:3HT FIXTURE 4~ra 'IiAT T SGPER MATAL HALIDE (~LL VARD LIGHTS> '-- MCU'4Tl~G ARM '. \ '........... '''"'- POLE I ,I 1'-- --T I r-' 2~')( 5" HA~D !iOLE w/CCVER ~ 1/:/ . Y.!' CCNDulT STL;B-l.J? / /,r- LEVELING NUTS /' ,..-- "!'OOLED EDGE I / / ; · / / M . ,J( / : . --- . --_.-t. I ;.' --r.-- --~-II*-~ ...~_ , i i;"'.i"---l.. ..... ,>:-:';.;..... !:.' I -.--- ELECT~ICAL CCNDIJIT _ - -+ -'0.- +~- . . i""'i --.- (4)-~" DIA. lC 30" LG. = =.~ . :~ I . " GAL VA~IZED A~CHCR BOLTS .- -= I - - - - - - .- -t ""'- -2 TIES a 12" O.C. I '-'--.~ VERTICALS a COR~ERS _ _ _ ._ _ _ _ .1 , 1- ~_ ._-- -t.. 2'-6' lC 2'-0' ,---_. -------...--- ~ TYPICAL YARD LIGHT DETAIL SCALE. NONE r ~-7:~. ':""'~J ~ '... \. i ' ,-'-'" "-,-,,-" \ ,- CUT ~L TERNATE ~ORIl. REINF. I ACROSS JOINT EXCEPT LINTEL I I - CMU WAL_ r:-: i, . '.1 ~ -~ . '. .. ~ ~....~--J ~! ---..., ------ ~-"'--,. ,. '. . I .... :'1 ~,"'~, ",' .', .. ..... !:..! I ./ ~ ~ ...... ~ !:.:----".....:: ---; , /' / / RAI<E JOINT ~" DEEP---'-/ EA. SIDE. PROVIDE RCPE BACI<ING AND SEALANT SEE SPEC'S " " '''-, " "-- EXPANSION JOINT MIN. AT 4"'-0" D.C. MASONRY V'/ALL EXPANSION JOINT DETAIL SCALE: I\iO~E :O~C.FILLED LINTEL BLOCI< ~I --__ 2-85 CONT. ~25" LAPl ----.. ------.. -.-- ..-.- .- - ..._-- -, I; I : I I I ! I I " I "'i ! I 4"DI~.STEEL GATE peST ~/A MINIMUM CF (31~EA~V DUTY HINGES PE~ POST (TYP. 3 PLCS.: a' CMU WALL (FINISH T:J ~AT,:H ---.--_. BurLDINOl --'''. . I :: r=l I ~ t:::< ~ /"-612" Cl~'MCINO~EC' FBIeL/"IL.EED TS)TEEL POS":" ::.. ./ '-~ M...,M N ~I.- .- S I ~ ~ -or 8' ~O~C. BLOCI< -..J/HORIZ. R;::I~F. ---..-..-.._ J~ I EVERY 2ND CD4RSE - ~ i ,: ..6~._~__! g-t'" == I. ' S I t= ! S. 8 I E' !~; 1-15 CONT, ~ROM FOQTI~G TO LINTEL- - '-'-'ilt:: ',i ('.<4/8' ~CCI< IN FO,JTER: I ;.:: . I ;:. i' a . I i t3.... I I t:::: I . I ! -OP CF GRADE --", 1 ~ t...~ I -= I. " ~ __1-""'t:::.-. ~L---1_ --.-----.-- -----r- . ~s~\. .:,': I'! -1(- .. - .;x.- - - 11- ~ ! 161 C:~C. r:oor:NG ~/2--5 CJNT. ----.._._ ~ """':"', c..- -----.~. I ::. . II II (25' LAP) & -4 TIES a 4'-~" O.e. -----..,_ I . ________-_n___ .--- -. -.~ \. '. .t.___._ _...__r:="'::' -.- I ' ~ .l~ --.- ~~_---.J ----- .-- --- --.-----...-.--, l"'l....J . ~.'_--- ....... _l _ _ __ _. _. _ Y.. U CLR. ., &1 I I M: & I ij, 4"DIA.SiEEL GAiE PQST--, , .1 .- 5" ;H<. 30El2 PSI CO~C. SLAB REINF. W/6lCS-Wl.4lCi1I:.4 "'f4F ON CLEAN,CCMPACTEJ FILL SLOPE ---- --I' ~. I. (..J, n' 6' fofIG--i ~ETA;.. FRAME ~OOD GATE PAINT TO M~T:H TR:M CN aU!LO~~G (TYP... PLC'3.l <D , , - .-. .- -.. -. G"- -1--' ...__u ------- -----.--...- lD! i _____t 6'. . '---1--- I ~--!.:: ~~~t:"_'!'~ '.- - -.-.- .__t -. ...... -.- . ...--- ~ - 8CLI...A~D FO;.J~DATIC~ -.' 18E''!'O~0l .-- ~~.~~q~~~_._. TYPICAL DUMPSTERr ENCLOSURE SECTION SCALE' ~ONE ~ __. __._._...j-__ ~...I::..~.?~~~~~~~F_~~______.__ . TCP OF ~ALL ............-.. ......-..-- PROVICE CAVITV CAPS OR FABRIC iO PREVENT CO~CFETE FLOW !~TO CE~LS II TIME CF LINTEL GROUT 8' CC~C. BLeCI< '" /q GA. HCRIl. JOINT ------- I REINF. Q 16' D.C. (T~JSS T'1PEl '-'-. .. ~ E~ CJ~CRETE FILLED CELL G 4'-Z" D.C. .-- --'_.__[1 ~ R=:I~F. '.<//1--3 CONT. FRCM FCOTI~G ~1 :: TO LI'J~EL (,,o//a' '"'1001< I~ FOOTER) ~a~ FINIS~ 3RADE ---.~..._........ I il ~ ,J:{::~~..~ = .... / c/.~::: :;----- a" CMU WALL (FINISH TO MIHCH <i. BUILDING> &a3 .' z (Q'L&J ~ U (,/'l .,,' .,-- SEAL RETAINING ....ALL 'ff / LOCK-CUT OR EG~A_ ,." ,.// , ./ ---'-'--i- 21 i: s 8" :CNC. BLeCK 'l'i/q GA. I~ORIZ. JC:~T. -.---__. RE:~F. a 16' C.:. (TRuSS TVPE) ----- !+~ mr.: ~ . CO~CRETE FrLI...EC CELL a 4'-01 D.C. R:Z:NF. ______..5- _ '~/1--5 CONT. FRC"1 ::COTI~G TO LINTEL_ - (\<r/8' HOCK IN FO.JTE~l ~~ ... -- I:::: , .OP CF GRADE "~ 1 ~i -.1 E. '(.--...i-t- "' T"t:'=7:",,'7, .......,.~--7~~"T- 'f'-:-,- ' I . ' ../ <.... '':'' . ~ II r:- ~.. ': .: ~ : ~. . :...:%. !;~/' ... :'.' ..... ..,: f ~ , ,,. /1 " . ': IS!; 2: 3~a0 PSI CO~C. FCOTI~G REI~F..--........ E t Tnp OF FTG '../3-85 CONTi (25' LAP) .............~ ---r+----~---.----~------ &. 85 Q 11" D.C. 5.',0/. . "IS EL. vAR:ES Fnc~. 32.~0' .If---- .,. _ _~.., \ ::.. Te: 34,El0' . . I. ir:---' . . ___L ~,;ci .~~_____ . '0 CLROI 3/-~1 I ~---- (;. .... .... zx / ~~ (,/'l ~iD I.I.l I I ii: is!:... g ~e CI: lJ.. ." , ..:.' .- . rD Z ~i j i :: El' - l------ r:- L, . ta: -;- t:::: - MI..J -_._- ,U CLl~.: 3'-0' I ,---------.- -- - -"-'-+"~---i~p V~~~~~G-.-"-----'-" --.-..- ~ IREFER TO JRAWI~G C-3) -, ,~--_.- . ',.- '30~~ ~SI Cm4C. FOOTING RE INF. ~/3--5 CONT. L.loI. 125' LAPSI & -6 a 5' O.C. S.'ft. TYPICAL RETAINING WALL TYPICAL SCREENING WALL SCALE: NC~E SCALE' NONE SAME SIZE s.. NO. AS FTG. REI~F. -, 1F __ _.If:!__gf.._~9J]~9_ I EL. SEE ?LA~ ~O:ES: ~. I.,;L TIMATE CCMPRESSl'/E STRENGTH OF CO~CRETE AT 28 DAYS SHALL BE f'c=3"~0 PSI. 2. FEH.FCRCI~G BARS SHALL BE DEFCR~EO BARS CONFCRMI~G TO AST~ A615 GRADE 60. 3. THE: U:.. TI~ATE ~4ET CC~PRE5S1IJE STqE~GTH ('m OF ~A5CNR'( u~ITS SI-'ALL ~OT BE LESS THAN lCSW?0 PSI. 4. CO'iCRETE ,..ASONRV lJNITS SH~LL BE MACE OF PORTLANC CE~ENT ~~4D NORMAL ~EIGHT AGGREGATE (ASTM (33) AND SHI~LL CONFORM TO AS"fl.1 SPECIFICATION C~01 GRACE N A~D TYPE 1. ~. CLEAN aUT QPENINGS SHALL BE PRCVIDED AT THE BOTTOM OF ALL CELLS TO BE GROUTED. 6. ::ON-RACTCR SHALL COMPACT ALL SOIL TO ACHIEIJE ~LLOWABLE SOIL BEARING PRESSlJRE OF 2El"'" PSI uNCER RE TAINING WALL FOOTINi3S. TCP OF FOOTING EL:'"'3EE:-PLAN- , . l-~"nr , '. . x''. . I <t ' :..,z: I " f J . .~ "- '-- FOOTING SEE PLAN , SECTIO~ / .;, " / i ;3" -1 , I I t2. I , l'-u" I ,-- --1 TYPICAL STEP FOOTING SCALE: NONE lREFEPENCE SHEET G-3) :_-----_----6.-0~ ~Al!,._ -if 2.4 POST ! : r-------~ I r- '7..:: ~'&<<:7'.<. .,..~~W ij) Co · ~ ~ p . · <. l'i) - · -.I . , I I I I ,. -r:T-~rr-----..-----.--~-~.---....-r-T.--....':: - uRADE . r-J; IX) ~ ;":~~" . L~L_=:_=--=1.T - .- - ~':?U-A_ - -u- - - ",' -- SIL T FLOW ..--....r-~... . /- FIL TER FABRIC u ELEVATION S::CTICN TYPICAL SILT SCREEN DETAIL SCALE ~'CCNE NOTES. 1. FILTER FABRIC SHALL BE IN CD~FCRMANCE WITH SEC. QS5 F.D.O. T. SPEC. 2. FL,R~ISh HAV BAILS A~~D SILT ::ENCE EROSIO~ PROTECT:ON IN S'IiALE AREA OtRI~G CONSTRuCTION OF .r.E PROPOSED CRIVE~AV. 'r-' ij). ~~ 1____ r- S" OI~. CCNC. FILLED STEEL POST // PAINT PER O~~ERS SPECS ~ ___~~-~~_:; E~BEDMENTl "'~REACEC CLEA~OJT PLuG BRASS IN TRAFFIC AREAS-- ? M 3' sa. CEMEN'T SL~B-\ r--i ....-~ I : !--i ~---~ ,! /--_. -- ~ I I I I i I TOP OF GRACE..-. I 1'_.1 I L-r----L W~ . , '~-~::>;: . ~ '" ...~ - - .----"1--1 3~~a PSI CCNCRE"!'E --/ I . i : ~, : -- - -- - r 6" -' --t-.---1. ! -----+-+ i 1'-6' DI~. i ._---- CO~NECTICN MuST BE rN ACCCROANCE ~rrH STANCARO PL~~BING CCeE; ......... FLO~_ TYPICAL PIPE BOLLARD DETAIL 3'-0" ---.-------1 I I -] IS! , I ' (1.,: i I 6" '--- . r SAMPLING : / CLEAM~UT ~ i I I I ___-1 -- RECESSED EaUIP~ENT TIE-DOWN LOCATION PLAN V:E'fI --- . .. \ ~ 2' S.S. EYELET ,,/ <EOUIPMENT TIE-DOWN ~ ROTATED =CR CLARl:Y) --1-~- I !-. ~ t-- '. "- -4 REINFORCEfo1ENT BARS II l'-Z" O,C," E.W. INSTALLATION SHALL BE IN ACCOROANCE ~lTH STANDARD PLUMBING COOES ,"- 4":c4':c41 T CO~p..ECTION / ' TO SER'IICe: LATERAL / W/~O BENDS , PVC SERVICE LA'TERAL -<' i SCALE: NCNE SAMPLING STATION DETAIL SCALE: \ONE 13'-a" 1-----.---- --- -------------1 _!r...-+_~------..3::L------ -i I . . I ' , 1--------.- I ~! - -'---'""[ r...1 N! I _.Li - /, ~~I /.: '~}9' '/.",'/// "~ i' . SlOE WALl< TYPICAL HAND RAIL DETAIL SCALE: NC~E ::::.~"~'~ -." . . ..,. ... ., ~ ~l ~ r1' ~ ffi ~ i II i I 3 ~ ..., ~ ! ~ i ~ 8 ~ a: ~ f2 t:: I ; ~ ,... r--- ~ ~ ~ a1 <( ~ r . ()~ ~~ ! ..; (fl- ~~ ~ a:1 ~ a.. u;: CC' W ~ ~~~; !~r:: ,n i~ z~a" ~~~.~ z o ~ ~ ~ ~ ~ ~fi 8 ~ i o ~ ~ ~ ~ i ! 5 ~ a. ~ ~ o z ~ c.. w ..... en m MJl~' Sleaze !:ATE: 2-3-q] CID FII HN... SlEl~ra8C2.0GN 1Co'lI. AS ~OTEO HIT ~-~ SHEET 4 OF q !TS I ~ (j) en LU ~ a:: <( I o 137,61 , I I I \ \ \ \ \ \ '~~ .31 '""" '.... '.. ....... .... -.. I " , , , , , )~5.44 , ,I' , ,/ ,/' ,,,-' "",' ......~;2 ---..---.- I I I I I I , \ I \ , \j~.H \ \ , \, ".. ", .... '.. .. - - - - --)";- - - - - - - - - -- -- - - - - - - - -- r - - - ~ - - - -- - - - - - - - - - - - --- - - -- - - -- - - - - - - - -- - -- - - -- - -- -- - -- - - - - - - ---- - - --- --- ___ .,,~ r----I'~., I- - 0..... ....---- -- --- - -,------------------- --- - - - ---------- - --------- - ------- --- - ---- ------ -- - ---- - - -- - - ----- - -- - - - ----- - - - - --- -- - --- - - - - - -- -- - - - -- --- - -- -- - - - - - - -- - - -- - - - -- -- - - - - - - - - - - - - - - - - - - -- - - -- - - -- - - - - - - - - - - - - -- - - - -- - -- - - - - - - - - --~-- - --- ~~ ~ . , , , , , I , I /--.... - CI) & ~ I ! ~ ~ i .? .;}' ",' ii' I I I I _._~_._._._._._._._._._._._._._._._._._._._._.~~--~-.-----.-.-.-.-.-------.-----.-.-.-.-.---.-.-.---.-.-.-.-._._._._._~._.-.--_._.-._---_._._.-_L.--(f:.- _.~.-----._--.-._--._._._._--.--_._--._----.-. ~. \7 ~~, I .,.,'" ...:c ,,1J' -" ~ " I ....'\..~ '''\. ., ~--....j r-o, r---! ! I I NO 3 '-----' , ,4 4 --~.i.---._.-._-_.------f------._._---_._---_._.----- ~--- I r--- , I , ~--- , -- G.C. TO REMOVE EXISTING CATCH -------------------- 136.S5' .---- -1 'I i BASIN STRuCTURE AND PLUG PIPE ! ,- - -! ' LEADING TO F .0.0. T. r- - - -, I STORM WATER STRUCTIJRE ! EXISTING SIGNAL \ I' l:?::= -: =:: =:: = ~~=::=:: =::""~ - _u_ - - -- - -- - - - - -.~;;; ;;-,;;;;;; ;-,;;;-,;; ;-,;;;:;;;-,; ;~;-:-.;; ~!~~Q,; ~~;!; ~~~!;~.!,;;;-,; ;/;t"!..,;;;:;;;: -- - - -- - - )~~~~ u ...-- - - - - - - - - - - -- - -- - - - - - -- }~~~I-i)~~;; -;::;;::;;: ~;;;;;;; -;;;: -;::;:;;;;;;;;;;;;; iir;;;;;;;;;;;;; ;;;;;;;;;;;;;;;;;- :f. - -- - - - - - -- - - -. ~ ~; ;t~f;;;;;~;;;;;;;e; ;~!~~~ ;;;~~~; ;~;~~V;~~~;T;;;;; ;;;;:;;; ;~~~:=~~ ;~;;:~=::~:: =: :=::=:: ~u~ f- - - -; / ~--:f~ _:: =::=::~= ::= _::.: ::=:: =::=::~~~?t: ________ _____ __._u_ ___u _u _u_ ___~~~_T_l~C!_'!..RA_S~ _~~RI(~~_ _" _ __ u_ ___u__ ___ _ __ __, \." '. .,.-', __ __ -_ -- -/ _ __ -- ___ -- _ - - -; u_ - - -- - - - - -;- - - - -- -- -- -- - - - ~ :;"",,~ ':~ ': --- - -,- --- -- -~ ~ u!X!~!~I!._C!~~~yA'!<~.!__ _u_u__ _______ ____-::__-::__-:::=::=:~:_::=:=::=:__=f;;;.."- ";;......,~__.l i /':.::'-', __9~,_____~~______ ,~~~.~~~.~~~.~~.~'~f~~~~ "~..~..~..~~..~..~..~..~..~' ,!~:d (~'.~~~~~~~~ ~,;;,;~~" .~.~.~.~.~.~.~.~~~~.~.~.~.~.~.~.~.~.~.~.~.~~~..~.~.~.~.~. ~~,~--r--~'-~--rr--!~--~-~--~~-'~,.-" l ~ 136.~:'- '\ rPEAK~~o:T~~EBERM ~----~~~ '.\ ' ~W"'t"(;_:','"~~!~_,{ ~-,:---.f ---------------- ~t~-----~-- ~------~-O-'---~~I~--~------r---- ~~~ -~ ~ 13~ ,-~~:~:-~~.J-~-4~i~,;~~~/~--Lul.l~?~/ i'-- m;DI- --~ ,'~ LAI<OSCAPE AREA"\ ,I" ,,' --_______:-:.-_-..__-_.~_~---.- _._____ )"-." -- LA~OSCAPE AREA " ~~iHl~~y~~i.~~~~. '':; ,^:;:---"""" - ( f 4 ~\~y \,<<~~3.q4',/ ,/,/ I......... ...... """" '.' .' ~ _ ... ~ ' . "~ ~, \,. r-: - ...... \, \ ~' I., "' -.......... . /' "" _~ __-.::.__._._ _____ \ ' ;" .'..., ' ~ ' "S,~. " \ '3.,a~ , I '. ~ _f __ ~ - ' ," . · I , , ' .)! "--'----=- ------ -- ---=- ,- =~ ~36,~~eBt------::--~__..._ _ EOGE CF ASP HAL T ' - ---------- ~-=-:--=(-- ~--- ... ~ ~ ~... - r ggw~~~o~/2~::5ER , >' ~i ~ __ ^ -- ", \ \\ ~ ~ \ , r- ~ft. - - - i /" == == = == \, AREA PAVING I Ln ~~~. ''t, ./'''', ~,'::J,,' ') '.' \ \, r-:.' 'f I ,- I ,. .. 'j, (..... '1 I ~~-::;'''' ,...., / "0' I.' .' ^... ' UG TANI< ENVELOPE! I; .' .' " / , ij); ~ ... '... /. ) " / ',' ,,' I :: J I '\' / I , ' " _. ~~~~_.____.____ _____ _ " _ : 106.B2' .-o!: -::;.. -::;...... ""' /." . . ,\ (38.0 )(32.0 ) '/~' ,7' ......, , : .-- - --. . - ---------- ...-.-.- n___.___ _U.__ n___ -- f -...---"-----~~~;~~:;.&---- EOG;~~-~~~~ J>''f'~,- ~ -OS- - -~,,' <'9 /:{ /0 <,' ,/ \~\\~ \ II >~;'z'j / fiJ' ,/1+" CATCH BASIN -2 ~ ~ -::;. ~ r: CANOPY APRON ~ I " . " '<.' / " .. ./ / / ,. - \ \ ' -:>x::ra ! / "I.... ,I / .... :"GRA-fE' EL~-37~S0'- ----. , .s-.' ~ ~... ' ..................... I '\, . <... 0' / / . , / , ... 1 /% ;.tJ. I I , ' . EAST INV. EL. 35.13' ~ ' : /..../ 0 .' \ " \ ' ~//./I'/ I I . , ' " -- 11ra L/F ... 12' PVC , , Ill.. /./':. I 1 " WEST IN". EL. 35.13' ~ ... I " ' {I' / ' '- .' /~ .11 '. \ ! / {(:'Y".~ : CI') / . , I ~JCH BASIN 03 _ \% r 'lll L<F - IS' PVC ' .- ~......... ...",,- ~! 0 e.4X 4' PVC ~OWNSPOUTS l!l" · ',0 · '> ," ,/ ' ) \ \fI\ \ "/l j/ ~0. ! !I/I' ~ .1./ , .' GRATE EL. 37.60"~ / 0 0.4:1. , -' ~ -::;. '""' I TO 121 PVC LEADER I" ' ,'.' 0 ~~. ~ \ \ \ I ' , ';)f' ,1. ~,I:::'J I I /:55 L~F - 151PVCI / EAST INV.EL.34.75' \( I :' ~-::;.~... ~I __..1 (TYP lIt6 LOCATIO~S)----_._._ I' ""'(';' \ CATCH BASIN -4' / ' i ,. ;... /. o 0.4X ~.. WEST INV.EL.34.75' \~~...-: ......., ',,-::;.-::;.-::;.... &:1 - ...~ '~. e ,0 ./ GRATE EL.37.70' : :,' / ~ // ======= ==========~================~,=======~==============."":- __ _ __ _ _ _ _ _ __I i -- -~.. ... . v~'1 <:-_.os- '~/ . , ~OUTH INV.EL'/35.70' :':.' ,/ ~ ,Ij'),1. -..., ~ -...... \ : I vIS', / \ \ \ /. '4' I I i ~ , '. I I ,~ " - t- \ \ I I t. ~ ' I '. r' I '~,/ ~ 'I \ \ -,,-\- - f .' , .' .,>1/,' / I ,.. : , of/) ^~~,i( I.:~' II \ ;: \ ! -1-...:... :" . ~' , I \. I ~,:/', ~~ ~ ( '\ \ ': ....,...: ,. 1- i'+ _.' ,. ,. I / ' ~ ~ if I I ' " -', ,'. I ,,' , 'n... " ~~ I!:' ,I .' / ,. , .' ' ~I/ ~'I ---05-- ,,' ~ Ii;: .',! ,','",- , ; 'v I 0 ~ I I ,.(JJ ')../'~ ' I , I.:~ I I I ~ ' , w I I . , I ISLAAD I.:~~ I : : ~ ~'~,.,. ~ ' .' .' ,/ . . ~ <TYP.) I.: ~ ! ! i.' ~ f,:~: ,'} , ~,. : /' 0 ~~ I . I,", ~ I, ,.... , ~, .' · I // ..J i ' i i J -. ti i "':' : I; I Ii i :. "/" 0 I ;: \:,l,//'/Il ! ~/ i . I q-~ ! ! f;;.~: ; ~ I ~' :' ~'~ I, ' //\---l7e L/F ~ 12'P~~ I Ii' 1> ; 1.u!1.'~/I!i " ~.' ,! I.:~ 0 ~.27~ ..-".. ~ .. ' (I): ,;:: " I.: ~ ..-" 1,: r-> 1>;1 ,. "" , ~,i ~ ~ -"..-" / I N ~, , >; I ' ' ~ \..\~t.-".. , :" i ,',' ~ , Ji' I ~ o.\f)~'i;.~.. , I hi P) ,;, ,~,' . I.: ~ .-I ):..'-" i,., \ .J I .!l"i ~. " "'-, . ~ I.: ~ . .-".. !-..l . -.....- I ' . I ') I , ' ~~. I.: ~ _. ' ! ' : I ~ ' I '{J' ' 1!??--.. / / / i ~~.? / i i ,.. /' GRADING AND PAVING NOTES: ~ Sa // ./ I Ii t/J I,' / i ,.. ,.. ~ I I I: I {, / ~, " ~l~ ',., / I I /' . " Y MEG I , ! ~ l~ . /: ' , " ~~,~~ ., , .' " ~ 1Y ,. i ,. /' ...I /,~ /~ " , " : ~ ~ // / EOCE OF ASPHALT____ :' "t...~OSE ~URB1NG ,~~ __ " AREA PAVING .' I DDWN IN 2'-0' ,. " (TYP. 2 PLCS.) ~;~ , " , , .' ~<i I\.. ,.. i i i :'1.(,1 1R9J ,,~' " I .' i I . , , .' MEG' I.. '\~ ,. , ,';;' , I.' ' , , I , , , : WEST INV. EL. 33.78'~ ,,',',' EAST INV. EL. 33.78' , ' I REF. TO SHT.IC-5' " " , ========= ====-===================~.....c ~! ,.' / -- -- -------------- -- --:-~A;~H :-A5;~~~--------- -------- -- ----------------- - "~:Uh. ~ i ./ ,,' f GRATE EL. 37.60' ,y.r .'., , , : '- CCNTRACTOR TO INSTALL EAST INV. EL. 35.24' lSIDIA .\\\ ''i~1 ...., ME"" ,,' ..' 6-d8' ~YE 0 EL.34.2!5' wEST INV. EL. 35.24' BCCMP ~' - u W/CLEANDUT I \ 'JY CONe. FLUME ...... ------.- ----u-----------1,\-. _______________._._h -------------------- ---.- --...--------.-~ l EXISTlMJ UTILITY POLES TO REMAIN STATE ROAD ~---i -.;:.'!- ....~ .... ........,: ,.... , ., ~.. , N M . cg cr .-4 MES -1 INy.EL.34.~ r----------- l LEGEND: ')1 ~ -p~ .. .~..J -jJ~ ~ ~ NEW CONTOUR ELEVATION NEW ELEVATION ~ 0' )1' (RETENTION PON'D" ~I J I ,/ NOTE. I UNOERDRAIN IS TO HAVE AN EMERGENCY BLEED Ni DOWN DEVICE W/LOCK ~i -I i ~ ~ l.&J ~ ! ~ ... ~;~~ ) . ( RAISED CONC. SIDE~ALI( (TYP.) ~ ~::3k:~;~/:'~?,',~:;}~~;,;;}~ ,':. :~t:~}~:; :"!~:/;,i: -' / /. .- /,. ;" ,'.' ,. , / /' " . , ,.. / " . ',.. ,,/.;./.,/ /'... .../..., ,/,/ .'.'" / /.'/. ,".' ....... ", ,///,/' .' ; /' / ./ ,'/' .' ..' / , RETAIL &TOR~:- ..' . / ",'; -"./'" / .' , ./././ / .. / / / ./ 7 / / '/ /' , , ; ., ...,. ./ . , ,/'../.'./' //",'/ ,,'./ ./"/' /' /' / ,/ . ,..,/. /'.. '..//" . /'.."",'/./ // / / / /%:' / //;/ ,FI~.FLR~EL. 3a.~5 ./..-- / . / /,... . / / . ' . / ; / / ", , . . / / ./ / / /, /.' / . /. /. /' /,., .//, ,/ ",,.'././ / / / /..' / / / ./ //,.'. ;'..',.... ./. ../ ,.// / /// //..- .' >" / / // ~ / ... ,..' ,-,,/,"/' / ,. ,..' ..,.,... , ." ./ ; , ;'." / / / /:" ...,......../ , //" ./ ,,-' /:. /", ." .... / /'," ..,' /,,' .'/."" / ," / // /' / . .' / /'...,. / / / , ,. ... / -' . . . . / '// //; ~/ /;.." ./ / /'./ / // /'/ .-,'. .' /'..-' /'....' ,'" . .' /' // , /,/ ./,/..,<.." ,"/ /' /,(.// ' /' // .... ,-"." " ..,.". ......' / / /"., / ,.. / ,./ .' , / / / / ... .' /. ,o,..' /..' r-" //"/05 .' //OS'/ /"../ .' '/05....... ,,<../ ' .'OS . . n C. . ;J LEADER - ~ ~ L - - LEAOER --- ~ ~ ~ )~ ,--.... ~,. ~ ~.-----~.~~ - - - - - - - ~..... ~.~~. \L.. :j "2.10- d MEG MEET E~ISTING GRAOE LANDSCAPE AREA 33.75 E~ISTING SPOT ELEVATION .r RAMP UP <1112 SLOPE) = ~ == 'Jf:.~ ~ = == = RIDGE LINE fj:ANDSCAPE AREAl ..,/,o ., ",./'// ./ .~." -' ,. //. , ./ ./' /./ / // ./ '/.' ,/. ,/ // /, //,/" /:.//., ./ /, ,/> ,..//' /.... ~ , , .', /, .' / // ,., /, / . ,. ,; '., . ". / /,' ,/,./ /'" /' .,. / . ,,/ ,,- ./ . . / '. /'./ /." . ./././ . .-" ./ ,/ .' , / /. . \ ./'/' /'... . . " / /./,//;/ /.... ,// ,'<' .-- . <".' "- ; , .. '. .' /.. ./.' .,' . .' / /,., ; , / / . , ",. , . . . . './',' / / - / ./.'../, /; ;' / " ',',.', .,.' '. / ./,./ /// /'. ,/,.," . ..., ,. " .' .'.... ./ ~ / .' .." " ./ ,/ /' ,. ,'.' ." .' / ". ,/ / .' . , ,. . ./ / / ' . ", , ; , . , . / ,. ./ ; .' , ,. .' .' . / '//' /.-' - . ./,....' / /'./ "';,' .' ,; '" ,'. ',-' '.'.//' /"'./. .,' ,',/./,/,." ;,." .'.., .' , /'., >,....... .,.., ~ ,~/ GO~VEf'jIE]'JCE STQRF; ;/.., ..', ~, >< ,/; ,.' , " /...", /. / .7 / ./ / . .... . ... ... "', >,.~~/;.' / ~IN~{R~L: 3~.q~ ': '. 'o' >/.... .' <..; .,'. >:. .-'. . . // / ; ./ ./ ./ / / / / /./ / ./ .' / / . /,,'..< ./ /~</,. </ ,. //:// ,/./< ....:,., . >". -:.. / ..... / ., .' /,. " / '" / /; ,.... , . . . ".' , . , ..... / /' // ~' / / . , .' .'. """. . / " .. ' . /' , . ,. .. / /.. /'.. / ..,.. /" ,,/ ./ .. /.. . .' . .' . /'./ /' ,/ ,//;// /./ / /,//'.' ,'..../ .-',o' - ' /' ;' .' / , .' , / ./ / J ./ / / ' /,. '. ;'.' . RAIS'ED' 1'AO OS" / ,. . OS / / // / / // ",/,/ .' / OS ,.', ,,' DS .4/ c.O.G-~-----. - -~--4'P~C-- ___.9< 'L__ 4IPVC----4). ~ LEADER. I,,," LEADER C.O.. I LANDSCAPE AREA ! os DOWN SPOUT --..........., SURFACE FLOW 3 . M N , .-4 N - '" .-4 o C.O. II II II II II ~ 1. ALL E~ISTING UTILITIES SHALL BE FIELD LOCATED AND FLAGGED PRIOR TO THE START OF WORK. 2. POST DEVELOPMENT CONDITION AREAS. AREA 11 IMPERVIOUS AREA s !50~q SO FT PERVIOUS AREA = 34666 sa FT IMPERVIOUS AREA = 3600 SO FT 5" L/F .. 61 DIA. PERFORATED PVC .. ~.0~ UNDERORAIN ~1~ e:=l~ 1 II II II II II CATCH BASIN -6 GRATE EL. 37.60' ~ EAST INV. EL. 34.5!5' WEST INV. EL. 34.!5!5' ---, 10 .') I L___ z ,-' AREA 21 3. HIGH DENSITY POLYETHALENE.ADSN12IPROLIN~ ST CAN BE USED IN LIEU OF PVC OR BCCMP.MFD BYIAOVANCED DRAINAGE SYSTEMS OR EQUAL. 4. REFER TO GENERAL NOTES -8 -q ON SHEET C-l. 5. THE CONTRACTOR SHALL REMOVE ALL VEGETATION. SURPLUS SOILI DEMOLHION RUBSLE,ANO OTHER UNOESIRASLE MATERIALS. SUCH MATERIAlS SHALL BE PROMPTLY HAULED FROM THE SITE ANO DISPOSED OF IN ACCOROANCE WITH GOVERNING lAWS AND COOES. THE CONTRACTOR SHALL SHARE THE SUBGRAOE IN ACCOROANCE WITH THE GRADING PLAN, TAKING INTO ACCOUNT THE THICKNESS OF THE PAVING SYSTEM. THE TOlLERANCE OF THIS POUCH GRADING SHALL BE WITHIN ~I HIGH TO l'LOW. 6. WHERE ASPHALT PAVING MEETS CONCRETE PAVING ~UCH AS AT CONCRETE FUELING APRON, THE ASPHAl. T SHOUlD SE FINISHED 14' TO 'ABOVE THE CONCRETE SURFACE TO ALLOW FOR FURTHER TRAFFIC COMPA lION OF THE ASPHALT. 7. A JOINT PLAN FOR THE CONCRETE PAVING SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER FOR APPROVAL. JOINTS SHALL BE PROVIDED AlONG PROPERTY LINES WHERE ALL DRIVEWAYS CROSS. oj.) '")~:, .S .-- 230 L/F ... 15' PVC . 0 a.3X UNOERDRAIN .....,-' -r- ;- p." j"J~ . I ~f)) : I f) I p. i t '''f.'~ 'f.-'. ........,.~.t-.. 437.16' B. GENERAL SITE FILL SHALL SE SELECT CLAYEY FINE SA NO OR OTHER LOCALLY AVAILA8LE COHESIVE MATERIAL APPROVED BY THE ENGINEER. ENOINEER RESERVES THE RIGHT TO HAVE SOIL TESTS PERFORMED TO CONFIRM THE SUITABILLITY OF ANY FILL MATERIAL. THE CONTRACTOR SHALL SPREAD AND COMPACT THE FILL MATERIAl ~ 6 INCH MA~IMUM LIFTS. EACH LIFT SHALL BE COMPACTED TO qeX OF THE OPTIMUM OENSITY, COMPACTION SHALL BE ACCOMPLISHED AT NO LESS THAN OPTIMUM MOISTURE CONTENT UP TO 2~ wETTER. OPTIMUM DENSITY AND OPTIMUM MOISTURE CONTENT SHALL BE AS OETERMINED 8'1 ASTM 01557. ~ t.d S 72-38'371 W ~(' F SI t I F 16' _____ i__12.66~-1 DENOTES STEP FTG. 360 L/F 18' BITUMINOUS I REFER TO C-2 FOR DETAIL ~~~~~D pT~:R,~~~~~~ AT 0.34:1. ---\"""""'______~---.-.-.--------. __ .... ______._________. .__._._____..____.__ n_ _____.__________________..___ --- \ \ '\- SI C.M.U. RETAINING WALL TOP OF FTG... ELEV. 32.0' TOP OF WALL... ELEV. 42.0' ~-. 22a L/F ... 6'PVC a a.ax I. DRAINAGE CONTROL STRUCTURE RIM EL. 37.7' WEIR EL. 36.15' INY. EL. 35.0' REF. SHT. C-!5 SCALE: 1".. 21)'-0" ~OTE. THE SCREEN , RETAINING WALL SHALL SE SHAPED AND THE FTG.STEPPED AS REa'D TO PROVIDE ~AX.AVOIDANCE OF ALL EXISTING LANDSCAPING TO REMAIN. q. REFER TO RECOMMENOATIONS AS PREPARED BY ALPHA GEO . ASSOCIATES FOR PROCEDURES OF YIBRATORY COMPACTION FOR PROOF ROLLING OF THE SI1E PRIOR TO CONSTRUCTION. 10. VIBRATORY COMPACTION CAN NOT BE USED WITHIN 100 FEET OF E~ISTING STRUCTURE_ CITV ENGINEER MAY ORDER THE TERMINATION OF COMPACTION. WITH YIBRATION. ON THE BASES OF COMPLAINTS FROM OCCUPANTS OF ADJACENT BUILDINGS. 11. THE 100 YEAR FLOOOPLAIN OOES NOT OCCUR WITHIN THE BOUNOARIES Of THIS 2.033 ACRE PARCEL. THE 100 YEAR FLOOOPLAIN IS LOCATED 2401 FEET SOUTH OF THE PARCEL. THE ELEVATION OF THE 100 '1EAR FLOODPLAIN IS 28.00 FEET PER THE NATIONAL GEODETIC VERTICAL OATUM. ~ 81 C.M.U. SCREEN WALL TOP OF FTG. a ELEV. 34.ra' TOP OF WALLIO ELEV.42.0' SPACE VERTICAL EXPANSION JOINTS 0 40.0' O.C. PAVING PLAN GRADING AND 1~' TYPE 5-3, ASPHALT PAVING 8ILI~EROCK BASE LBR 10ra Q8X MOD. PROCTOR PER AASHTO T1B0 ~ 30a0 PSI CONCRETE REFERENCE SHEET C-l FOR LOCATION 2'-0' MINIMUM l SHOUlOER ~' "'[ tVARIES r I BROOM FINISH -............ I 5'-0' CONCRETE SIDEWALK -5 0 121 D.C. E.W. tU.N.O.) FINISHEO PAVEMENT I, \ TOOt.ED l' RADIUS EACH SlOE SA~CUT ~'lIt t/4 WITHIN a TO 12 HRS. II OF PLACING CCNCRETE ANO USE SEALANT I r I~' EXPANSION JOINT MATERIAL / I / / / --r ~ VARIES. 6' OR 81 THK. Y REFER TO PLAN ___-1 SLOPE 1.0Y. - ----cnr f ~, -~ ~ l ----T I tI; -- ---~- ! : : 61 ; -..I I~ PROVIOE JOINTS AT 15' SPACING MAX. / . j'/ / . ".1 / / \. ' '- CONCRETE SLAB ON COMPACTED FILL 61 THl<., 3000 PSI CONC. ?' 12'SUBGRACE CO~PACTEC ~ TO qe~ MOD. PROCTOR I I,' ,. I,' , CO~CRETE SLAB ON COMPACTED FILL -12ISuBGRADE COMPACTED TO q5:1. MOD. PROCTOR PER AASHTO T180 12'SUBGRAOE COMPACTED TO qe~ MOD. PROCTOR PER AASHTO T1S0 THE SURFACE COURSE MIXTURE SHALL BE PLACED IN ONE LIFT WITH AN ASPHALT PAVER TO PROVIOE A NOMINAL COMPACTED THICKNESS OF 1.51 ANO THE DEGAEE OF COMPACTION SHALL MEET OR EXCEED q6~ OF ITS REFERENCE DENSITY. BROOM FINISH THE SURFACE TRANSVERSE TO TRAFFIC FLOW WITH A SOf T CONCRETE FINISHING BROOM. NOTE.SAWCUT JOINTS SHALL DIVIDE SLABS INTO AREAS NOT EXCEEDING 4~0 Sa.FT. WITHOUT RE-ENTRANT CORNERS AND WITH LENGTH TO WIDTH RATIO NOT EXCEEDING 211 TYPICAL INTERIOR ASPHALT PAVING SECTION TYPICAL INTERIOR CONCRETE PAVING SECTION TYPICAL SAWCUT JOINT SECTION TYPICAL EXPANSION JOINT SECTION TYPICAL 6" EXTRUDED CURB SECTION TYPICAL R-Q-W CONCRETE SIDEWALK SECTION SCALE: NONE SCALE: NONE SCALE: NONE SCALE' NONE SCALE: NONE SCALE: NONE ~, ~ ~ ~l ~ i,i I ~ I o I ~ ~ ~ ~ ~ i ~ 8 ~ ~ I:: I ; ~ co c( ~ z o ~ ~ ~ ~ ~ @;I :i !; ~ B g ~ ~ a.. ~ z ~ ~ o z <( CJ Z - ~ C) JOlI 610008 CAle 2-3-q1 CH) FU 6100"8C3.0GN 8CH.!: AS NOlID a&t ~-~ SHEET 5 Of q HE T5 5' SIDEWALl< VARIES 1'-6' I. 1" ~-i WI RAMP : I 2' --+-/--- ! i 61--+-i+-' i ! CD : : I i:: ~ -$; I': i- f T BASE 31000 PSI CONC..J ~, (DISABLED SIDEWALl< RAMP MAX. SLOPE 1112 , ~~ ....... ') /, .......' " .- ~....... '':::.-t'f :-... "3J~1 ::- ~ /,. MATCH EXISToSIO::ALK ANO GUTTER W/SAME SHAPE, SIZE, & ELEV. ~~~~ ~~~+ ~ .~ ~,~~ Q ! ~ L- !L 'r- N ~ B o c V~LLEY GUTTER SECTION A-A ------------ - - - - - - - - -- - --- EXISTING CLRB &. GUTTER TYPE F PARTIAL PLAN CONCRETE DRIVEWAY DETAIL (@ S,R,434) SCAlE: NONE !- 3'-0' ---.--., ,.41 1'-10' 1'-2', ~. R ,-----1 /-,~. ; :L__, F6W ] ~ ~ ~[[ SECTION 8-8: VALLEY GUTTER It I '... I I I I I I LIMITS OF 'I CONSTRUCTION I I -1... EXISTING ROAOWAY I i I EXIST. ASPHALT ROADWAY-7 / I / Q'-0' ~ , r 6' - 3000 PSI CONCRETE SLOPE - :.-.__L..::::::~::::::~ __...J l---- ~~~=~=~1~--------~ __ I . _~ - -.---'" ~ !.-. -- .--- - -- - -- ---------- i I 12'SUBGRADE COMPACTED TO --' q5% MOD. PROCTOR lSEE NOTE 'A' BELOW) CONCRETE DRIVEWAY SECTION (@ SIR,434) SC.A.LE: NONE ~OTESI lSR 434) (A) GE~ER~L CONTRACTOR IS TO COORDINATE WITH F,D,O.T, ON INST~LLATION OF THIS DRIVEWAY. TEST RESULT SuBMITTALS AND I~SPECTIONS WILL BE IN ACCORDANCE WITH F,D,O,To'S ENGINEERING DEPARTMENT. lB) ALL PIPE JOINTS LOCATED ~ITHIN THE D,O.T, RIGHT-OF-WAY ARE TO BE ~RAPPED WITH FILTER F~BRIC PER STANDARD INDEX 280, lC) ALL STRIPING IN T~E D,O.T, RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH STANDARD INDEX 17346. (D) DURING CONSTRUCTION OF THE DRIVEWAY REFER TO F,D,O. T. STANDARD INCEX 515 FOR SAG RUNOFF CRITERIA. IE) I) CONTACT THE F,D,O,T. OFFICE I PH- Q77-S54Q 48 HOURS PRIOR TO START OF CONSTRUCTION WITHIN THE RIGHT-OF-WAY AND PRIOR TO ANY LANE CLOSURES. III MAINTENANCE OF TRAFFIC MUST CONFORM TO F,D,O. T I STANCARD INDEX 623. M,O. T. SET UP MUST BE SLPERVISED BY A CERTIFIED PERSON. III) TEST RESUL TS ~AY BE REQUIRED UPON REQuEST. IV) AS-BUILT PLANS ARE REQUIRED IF MAJOR CI-IANGES OCCuR, V) ALL OISTURBED AREAS WITHIN THE RIGHT-OF-WAY MUST BE SODDED. 5'-0' i~.--------______a_._._' -----.-.-.-..... I SI 1'-S' 1'-101 1'-2. i ,----1-------------. ~-----~ I I 2' R :' r- ~. :...;r' (j)' LJ_._ ~7~' -6~' ! 8' : '--'- SECTION C-C rt S.R. 434 - r DISABLED SIDEWALl< RAMP MAX. SLOPE 1112 / ~~ ~ ~ L-- ~ r N ~ B c NEW DRIVEWAY CONSTRUCTION 5' SIDEWALl< VARIES 1'-61 WI RAMP ~~i Co I 6~~# i 4-- j ~ r- -;- L BASE . SECTION E-E TAPER DOWN DRIVEWAY CURBING IN 2'-01 _______ MATCH EXISTING SHAPE , ELEV. o EXISTING VA.LLEV .... . -..... : GUTTER TO REMAIN PARTIAL PLAN CONCRETE DRIVEWAY DETAIL (@ HAY~S ROAD) SCALE: NONE ,.-u *. R. 61 VARIES .~~----- - I ~ -2' R ~lF--3'R ~i r -'- tj : ~6W i,t/ _, L_!t 1'-2' --~ ,,- ~I R. '----:-. ~ ,... _____J. I I 8' . ~-- SECTION 0-0 CONCRETE DRIVE CURB AND GUTIER DETAILS SCALE NONE 'r- ~l :...~ r- ! (D! LL_ 2'-01 1'-6' , . , 8' ! I~- .~ ~ rr. LIMITS OF ,- CONSTRUCTION ElCISTING ROADWAV rt. HAVES I I i I I I ~ ~ . 11'-al ~ , - 61 - 3000 PSI CONCRETE EXIST. ASPHALT ROADW7Y 33.~ 33.76 / ~ f_L_:::~:::~==j ==~=~=~ -------=---- ---j - I ..._.-.-----~ I ........ --- - --- .-. --- - ,. 121SUBGRADE COMPACTED TO -J Q5% MOD. PROCTOR (SEE NOTE 'AI BELOW) -i - /---~. R, .- ~/ .'l ~' ,...! --j CONCRETE DRIVEWAY SECTION (@ HAYES ROAD) ~ ! I ; o a: a: f2 w a.. t:: ~ ~ ~ ~ ~ ~ ...... ...... ~ ~ ~ en <( ~ SCA.lE: NONE NOTES. (HAYES ROAD) (A) GENERAL CONTRACTOR IS TO COORDINATE WITH CITY OF WINTER SPRINGS ON I~STALLATION Of THIS DRIVEWAY. TEST RESULT SUBMITTALS AND INSPECTIONS WILL BE IN ACCORDANCE WITH THE CITY'S ENGINEERING DEPARTMENT. (B) ALL PIPE JOINTS LOCATED WITHIN THE D,O.T. RIGHT-OF-WAY ARE TO BE WRAPPED WITH FILTER FABRIC PER STANDARD INDEX 2sa. lC) DURING CONSTRUCTION OF THE DRIVEWAY REfER TO F,D,D.T. STANDARD INCEX 515 FOR SAG RUNOFF CRITERIA. (D) 1) CONTACT THE cny Of WINTER SPRINGS OFFICE I PH- 327.S3Q7 48 HOURS PRIOR TO START OF CONSTRUCTION WITHIN THE RIGHT-OF-WAY AND PRIOR TO ANY LANE CLOSURES. III M~INTENANCE OF TRAFFIC MUST CONFORM TO F.O,O.T. STANDARD INCEX 6a3. M,O.T. SET UP MUST BE SUPERVISED BY A CERTIFIED PERSON. IIll TEST RESULTS MAY BE REQUIRED UPON REQUEST. IV) AS-BUILT PLANS ARE REQUIRED IF MAJOR CHANGES OCCUR. V) ALL DISTUR~ED AREAS WITHIN THE RIGHT-OF-WAY MUST BE SODOED. ~ ~ ~~I :tit ~ ()~ Z~ ! -; (f). ~~ i ~i ~ ..... ~ ~~~~ i 'S ," rr:!. Z~~.. ~~~~ TYPICAL TYPE-F CURB AND GUTTER z Q ~ CS ~ ~ ~ ~ u. @~i ~ ~ ~ <c ~ ~ ~ ~ ~ ~ ~ ~ o ~ ~ ~ a.: o JC8~ 6121008 CAT!. 2-3-q7 ~ FU MME. 610008C4,DGN ~: AS NOTED SlUT ~-~ SHEET OF q Sf1(!TS "," ;" - . ."~...., .. ~;. ~ DEVELOPED CONDITIONS. PERVIOUS AREAl 34666 SF 0.7Q6 AC 13q%) IMPERVIOUS AREA. 53Q5q SF 1.238 AC (61%) TOTAL SITE AREAl 88625 SF 2.034 AC 1100%) z r' --. --- i! ~I ~ EL 34.25' r 220 L.F.... 6' PVC Q 0.0% TO JuNCTION ~ BOX 81 __0-INV. EL. 34.25' 1. ALL EXISTING UTILITIES SHALL BE FIELD LOCATED AND FLAGGED PRIOR TO THE START OF WORK. 2. REFER TO GENERAL NOTES -S -q ON SHEET C-l. 3. THE CONTRACTOR SHALL REMO~E ALL VEGETATION, SURPLUS SOIL. DEMOLITION RUBSLE, AND OTHER UNDESIRABLE MATERIALS. SUCH MATERIALS SHAlL BE PROMPTLY HAULED FRCM THE SITE AND DISPOSED OF IN ACC~DANCE WITH GO~ERNING LAWS AND CODES. THE CONTRACTOR SHALL SHARE THE SUBGRAOE IN ACCORDANCE WITH THE GRADING PLAN, TA~ING INTO ACCOUNT THE THICKNESS OF THE PAVING SYSTEM, THE TOLLERANCE OF THIS POUCH GRACING SHALL BE WITHIN ~. HIGH TO I' LOW. 4. WHERE ASPHALT PAVING MEETS CONCRETE PAVING SUCH AS AT CONCRETE FUELING APRON. THE ASPHALT SHOULD BE FINISHED ~. TO ~. ABOVE THE CONCRETE SURFACE TO ALLOW FOR FURTHER TRAFFIC CCMPA~TION OF THE ASPHALT. 5. A JOINT PLAN FOR THE CONCRETE PAVING SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO T~E ENGINEER FOR APPROVAL. JOINTS SHALL BE PROVIDED ALCNG PROPERTY LINES WHERE ALL DRIVEWAYS CROSS. 6. GENERAL SITE FILL SHALL BE SELECT CLAYEY FINE SAND OR OTHER LOCALLY AVAILABLE CCHESI~E MATERIAL APPRO~ED BY THE ENGINEER. ENGINEER RESERVES THE RIGHT TO HAVE SOIL TESTS PERFORMED TO CONFIRM THE SUlTABILLITY OF ANY FILL MATERIAL. THE CONTRACTOR SHALL SPREAD AND COMPACT THE FILL MATERIAL IN 6 INCH MAXIMUM L.lFTS. EACH LIFT SHALL BE COMPACTED TO Q5iC OF THE OPTIMUM DENSITY. COMPACTION SHALL BE ACCOMPLISHED AT NO LESS THAN OPTIMUM MOISTURE CONTENT UP TO 2:1. wETTER. OPTIMUM DENSITY AND OPTIMUM MOISTURE CONTENT SHALL BE AS DETERMINED BY ASTM 01S!57. \1 ~; ~ ~ J,. ~ ~ V. . .1 )or ffi ~ ; 6 ; ~ I ~ I ~ ~ 10 ~L. 38.51' _J TOP OF BERM---'- GRADING AND PAVING NOTES: --~ EL 37.55' ,,'./ PEAK OF STAGE ----.:'~:' ..... 3 ~l 3 RETENTION POND CROSS SECTION .:liL EL. 34.50' .~ SODDED POND BOTTOM 4' SODDED SICESLCPE ISANOBASE SOD ONLY)-\ ~" ", '''-.... EL.37.7' , .0- TOP OF RIM .JiL EL. 35.8 .~ TOP OF POLLUTION ABATEMENT / .~ \. " " \. " 55 L.F.... 61 lJNCERORAIN Q 0.0X ---..... "" ,.' HINGED LOCKABLE METAL LID ___.__._.____. ____.______.... ___.~ .ELEV~34.5' ___________ BOTTOM OF POND 33.5' SEASONAL HIGH WATER TABLE SZ SCALE: NONE I ~ " ,,/- /"'- 6' PERFORATED PVC COLLECTICN '.'. ./' PIPE wRAPPED WI MIRAFI 140N '\,./ FIL TER FABRIC (55 L.F TOTAL) /., /'" df::. - -l--.- ~ .;,~!. 34.25 : U:l1 INV. CF UNOERORAIN ! I -..--- nt i ~'.. I i... ~ FILTER MATERIAL TOTALLY .- WRAP PER1METER WI FILTER / FABRIC (FOOT q02-2.1 COARSE SAND ,,/- WI MIRAFI 140 N FABRIC) ,.- '" / / /' / CONC.CATCH BASIN REINF WI -4 BARS Q 121 O.C. E.W. , ,r$ ~/., / 3 NOTE:RETENT10N POND TO BE SODDED ISAND BASE SOD ONLY) FILTER MATERIAL TOTALLY WRAP PERIMETER WI FILTER FABRIC <NO. 57 STGNE ,. WI MIRAFI 1421N FABRIC) -' I I I ! I : I 14" 2'-0' lC 2'-0' 4.j - ~! .... -+---1-- ~ ~ ~ I i u ~ ~ ... ~ ~ ffi ::) ~ UJ 8 a POND ELEVATION: 34.5' 35.5' 35.8' 36.5' 37.5' POND AREA (Q ELEVATIONl: 10636 SF 10.244 Ac) 11805 SF 10.211 Ac) 12164 SF (0.27Q AC) TOP OF POLLUTION ABATEMENT 13002 SF 10.2QS Ac) 14225 SF <0.327 Ac) TYPICAL UNDERDRAIN DETAIL UNDERDRAIN INSPECTION BOX SC.ALE: NONE SCALE: NONE r:~--- co: r--- Co ~ ~~P:!~F2:_Si<IMI-1ER --~ .j' EL.37.7' ;--r - -- - -- - -- -1-- - - -., ~ ----.-.-- -r- - - n_ I ' TOP OF RIM I ---- . ' I _~EL. 3~.~__.____.__-, : : TCP OF wEIR :"-t- I ~ ~~~-~~~~ ifKlMM-E~' -- ~ - - - - - - - - - I - 3'-01 lC 4'-2' / (NON- TRAFFIC / BEARINGI co - Sj(IMMER-~' ALUM. PLATE FASTE~EO WI ~'SS ANCHOR BOLTS (TV? a PLCS.) ./ - 3'-0' lC 4'-2' NON BEARING , ." .. . <;'/; ,::.:,.: ..' " '.; ~ :' -;, ',~ j,.': >/ , . - 18' BCCM? :) I I I ,,,--- ! ---- /'"----<'-6- - --~- I ~ ------ 8'-a' . -~ ~ i i --__ ---_ ~ / :' ~2:------.._ -------L_ I / ----------::.., ~- / ~ ,------.- _ 3 I f -- --- --~ 1 /. \ ---- ^ ~ I l~-T-----::.-)::: _- IS' PVC J SADDLE ~ JJ -q 61 - -- _,,0. ,- 3'-0' lC 3'-4" TRAFFIC . GRATE (CAST IRON) ~----L--.--._- -- ~=--- , . I I ~i I ~I I '.----n-.t.- , I I I ..; ~:a: I I I .' i~ I In ; c'lll : I I L---..-~_. N I I I I L~I I, . ~--_.t- ' . --~---------- ~- I I I ! . 81 ; 2'-10' ~j__ --r-="-.- OPENING 1 ._. ___ _ u__~':.~ _ . _________~ .. -. - .1 ,.. , ./ - . :,.- -~=-~T.~__.~~=~~~ ; (==~::..~=_:' c::=:.-= . I .=====1 :=:::_~ . '=-":=---1 ,=--=---::-:.' . 1 -.----. "==-=~ :=~5: : ;:=-- ~~~3 :-=: .=:-~~~. : . c=.=--=-_-:..::; .=.-:-~== : . : ~=.~~ .=--==== I : l=~~ ~~ ~ _ _ -=-~-:;; ~ _._ _. __ --t "--- - t 1-- i ; .~~ I co L: __ , la' I --r-J-- ,- - -- r c_'- --J- ,=--=-=-_=-..... , I c::::.:::::::: r._--..J I . l(__' '.___): ;:~ _::J ~---~: 'i;~~~, , I .=-=--==) ~~ I' r~ ',; _\_- . I' ( ) ( , r-~ '--, __. a..:..-=-- ~ ~ _ _ _ _ ...: /' /" .' / . ,t/,r- EYE BOLT, - '.' r CONC. CATCH BASIN . __.;.e-,e=; / REINF WI -4 BARS Q 12' O.C. E.W. , .' ! I It.:) . Z lSl,_ I 'Z ;"IIJJ !15 I 2'-10' OPENING 4'-2' I i ! i 8' i ~~-- I / ,,' f- (!ol t--! ~. ;.~~34.5' BOTT.OF POND r CONC. CATCH BASIN REINF WI -4 BARS Q 12' O.C. E.W. ;r- 3ICONC.SLAB REINF. / WI 6I(S-Wl.4lCW1.4 WWF (0: . i~ I ~IZ ~. MIIJJ !15 ,.- 3'-01 lC 3'-4' TRAFFIC GRATE <CAST IRON) (/)1 w' ~' >, '... / ./ CD; --_L. + _~JNV. EL. 35.0' TO JUNCTION BOX -I '--:-f'--- ~ .... i ~ :~',~' ,-, ,,:;). ..or Gr- - ----Y'--C--------- . i . . \ r;-; ~i ^ ;'" ~i f \ : · r,L - -----,------ : =*1 . ! CD I ! ~! / L_L--__ / 15' pvc -J ," ." ..,' r'-- " , / /,' .>;>r .. : o~ ~~ ~ ..~ en. ~~ ~ a: ~ ffii : t-:j ~ ~~G~ ~~fi~ ~g .. ~~iS~ I .~ I 8' I 2'-10' )( 3'-2' S' ____-.---.-_---J-- I 8" 2'-10')( 4'-0' --I... --.. I ! 81 i .. PLAN SECTION PLAN SECTION PLAN SECTION TYPICAL CATCH BASIN DETAil DRAINAGE CONTROL STRUCTURE DETAil TYPICAL MITERED END SECTION DETAIL (IN RETENTION POND) SCALE: NONE SCALE: NONE SCALE: NONE JuNCTION BOX 81_____ '. \ " ^'-''i / y-" I '~~~ ~I:> ~.ql\f ~)<- !5' CONC. SlOE WALl< /'.,. -, ". .,....... ....... ......,. F- EXISTING 3' GRASS ~'" . ',_.. /.' PARkWAY TO REMAIN 1'-/-''- ....';/ .LiL EL. 36.78' v- TOP OF RIM I ~y ! ~.. 36' -l I ,. 18' DIA. BCCMP J ~ ~::;~ CONC.JUNCTION BOX -/~~ REINF WI 84 BARS / D 12' O.C. E.W. . 7-4' DIA. PVC ENCASED IN CONC.---- " TO CONCRETE FLuME 4' PVC TO-.......... 12'DIA LEADER ." ----- '--- 4' PVC CLEANOUT I 3' PVC P1PE CONNECTION ~'-- 4'X 3'PVC REO~CER I - 4' PVC 'TEEI CONNECTION I ' >-~/) CANOPY FOOTING ---./ BY G.C. ~ z Q ~ CS ~ ~ ~ U)~~ 8 ~ m o ~ ~ ~ ~ I FROM CRAINAGE CONTROL STRUCTLRE IN RETENTION POND r 5' IIlCE CONC. SIDEWALK 3-4 ceNT - Mt ~ATCH EXISTING SICEWALK / FINISH & ELEVATION ---' _0-IN'I. EL. 33.78' ;r- HINGED LOCKABLE / METAL LID / 1_- I 83 Q 12' D.C. J I / rB ~.--"-.- INV. EL. 33.67 ----. ------INV. EL. 33.63 t-4EG FROM DRAINAGE CONTROL STRUCTURE IN RETENTION POND 18' OIA. BCCMP " '-. '\ ,. CONC.JU~CTION BOX REINF WI -4 BARS Q 12' O.C. E.W. 7-4' OIA. PVC SCHE.40 _________~ INV.EL.33.78' 311.0. SCHEOULE 40 P.V.C. ~ CANOPY COLUMN ~I PER SPECIFIC NOTE :: j;: ON DRAWING IC.!' -......... i I I [1> -~ Iii ~il ~! ~ \, ISLAND FORM(S) i ~ SWALE INV. EL. VARIESFRO,",I 33.67 TO. 33.63 , I ~ I .- , CD: }- tD: _--- EXISTING VALLEY ~.. GUTTER TO REMAIN 3' PVC 3'PVC ELBOW CONNECTION --- PLAN I I ! 4': 2'-0' lC 3'-S' i 4': --....~--- -t- -~ 18' DIA. BCCMP \ , 5' CONC. 3' !------~~ ----~ I SIDEWALK i I : I }' ! ..../! .-- NEW CCNC FLu~E IN 3' GRASS PARKWAY r- NEW FLUME ELEV. TO I-1EET EXISTING VALLEY GUTTER NOTE. DOWNSPOUTS ARE LOCATED IN THE INSIDE OF THE CANOPY COLUMNS. COLUMN PENETRATIONS ARE MADE PERPENDICULAR TO THE ISLAND DIRECTION AS SHOWN. ~ ~ o UJ ~ Z ~ o OVERFLOW FLUME o OUT: INV. EL. 33.78' -', SECTION IN: INV. EL. 33.78'-.. " \ \. ..,~ EXISTING ceNC V~LLEY GUTTER JUNCTION BOX #1 o ROOF DRAIN CLEANOUT DETAIL SECTION SCALE: NONE 7-4' OIA. PVC '-- Jl"NCTION BOX 81 \.- EXISTING ROADWAY '0- CONTINUE FLuME L;NDER WALK JOe M.Atl€A 6100~a CAT!: SECTION 2-3-t17 00 FU NN.tI 6111l008C5.DGN 9r.H.l. SIDEWALK PVC SLEEVE DETAIL AS NOTED SKIT SCALE' NONE ~-~ St€ET OF St-EETS . t- Cf) Cf) W -I a: <( I o , I , I , I , I f..-... · C/) fJ ~ \ \ '. ". " " ...... I I I I I I \ , , '. I , I / , , ,I ,/' ,/' ,/' ",' , I \ \ I I , , \ \ '. ", "" \ ...... .... ' , -' " ..... .-.."".. _.- "- ... --_..-.- --- -- --.. - ---- --.... -... ---~-_... ~..... -..... ------- ---- ---- --.. --- ---- -.. -- -----. --... ---- ---- -- --- -----.. --- - .----- I , NO I 434 ----~=--------------------,I----------------------------- I , I , I , I .'- EXISTING UTILITY POLE TO BE , EXISTING I~LET RELOCATED 30.'" EAST CF EXISTING I / ,.- :2) NE~ ~ATER I'ETERS llNSTALLEO TO BE RELOCATED . LOCATION AS SI<O.N i / I BY CEVELCPER) EXISTI~C SICNAL _, . ' .' EXISTING EDGE CF PAVE~ENT BOX TO RE~AIN \ ,r EXISTING SIG~AL I .---.- .- .'~- - --- -'] I~ /:. [ EXISTI~G SICEWALK --..... - .-.., -. - . _.- ';-.._.._.._.._.._..L.._.._..,.;' '~"'''''''-'''''''''''''''''''''''''_''''''''_'''''''''_'''''''''''-''''''''''''''''.................T.- .-..-..-..-.. ...................................................................................................................."....................................................6\. ,...,/ "'><_ ._ ~. ~ __.. _. _ __ ~ __ _/~'" _.. _ _ _ _/'- .- '1't..... .. - '.' -.. -.. il' · -.. _...... ..-..-........ .-..-.-..... ............ ....... .-.-..... r_.-...... ............ ....... .--...... · ........ - rii -=; 2 ~ 3'8';'3'] i · E' ~ / 4 73. 41' . ' \.. ~-t:\\ S 54 . 'lJ 7' 2 3l E / · / FP , ..;~ 23.94' I / i ! ,A.(: · _, ._.--------~r----..--.-.,~~, E " LA~OSCAPE AREA _ . '. i i \ ! -~ , ....!l E i . '~ D- A - \",! / i! / ~_' i " ----=---==_ i- "" ": I I " . ,=-==-' E E " , . ", E _ _. I , -~ E - 4' PVC CHASE I "" \0;: . L1~~VC CRAIN ,:! I ....\1. \-. = = = = PIPE I' ! "" , : f'; ,. .. ~EW l' WATER LINE = I I,.' I I .1 TO IRRIGATION : " . ' . I I "" ;' I i - BACKFLO. PREVENTCRS: ,': "" : · ISEE CETAIL THIS SI<EETl. I f d ' _ TA~K vENT PIPING I ! I , s'" : ! ~E(; , .'- 4' PVC q ""'ll" ! .. \. C"ASE I " I I 4.FCCT HIGH GREEN 'I,' : 4' PVC : : VINYL CHAIN L1~K FENCE ._ 'E. 4' WATER L1'E \ I ,,' I CHASE I N ! NOT s~~awN FOR CLARITV .' TO BUILDING \ I ",." ./'. ,: . I . / ,." (Y') I I \ '.JEi1 " i : l'!ll : 0- i --SW -----------1~I_----------------~---S~--------_;'--------~' . ! ~ ! .' GLCTILE IRON ~ATER \. I f i 1 -- SLPPLY L1~E FeR FIRE \ I ,. I i : PROTECTICN SYSTEM \' 'I , I (SEE ~~OTE 12l 'I , I . " I I I ; , ! ! ,":,z.i~ .I ! I 'I ~ ; ~ ... ,,If;: · , ~ ,. ,-, . I If' : "lc 'i (;j I 4' Pvc '2'1 I '" I ..... Ii Jc .':t: i CHASE - lEU : ~ ",. It If! E]~,'Q;, c:=:I -.J . en CI')' I /..4, II..~)] ,0 .'4J~"", i- t:: (j'I& .~!!j!i :/i1 i fV tJ i::,/~ .C") ~,~ i{.rj tJ/{i · _ ' "'1 i ~ /rJ .~ , . ~ I , , :C/) / , . . i . i . 1" -....... - - - - - - - -- ---. - -- - - ----- -- - - ------ -- - - -- --- - - - ---- -- - -- -. - - -- -- ---- -- -. - - ---- - --. - - ----- - - - - - --- - - - - - - - - - - - -- - - -- - - -- - -- - - - - ---- - - - - - -- -. --- - - - - - -- - - - - - - - - - - -- - - - - - - - - - - -- - - - - - - - - - - - - - --- - -- --- - - -- - -- ---- - - -- - -- - - ----. - - -- -- ----- I , , ~ ~ / ' ---- I ! ,''', . --=,' -------------------.---.---.:...--.----------------------/---G-- -' L - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - -. - - - - - - - -- - - --. - -- - -. -. - - - --. - - - - - - - -- -- - -. - - - - - - - - - - - ;::-'- - '("- - - - - -. - - -- -. - - -. - - - - - - - - - - - - - - - - -. - -- - -. ,: i 'f. I STATE ROAD r" NE~ 6" WATER SERVICE TO SITE INSTALLED BV GC, SIGNAL BOX TO BE RELOCATED - . EXISTI~G GAS VALvES j TO RE~AIN (TYP.2 PLCS.l EXIS"!'ING UT~LI TV ... POLES TO RE"'AI~ EXISTI~G 2" - G.~. -- I , , .; = -- = = = = = = = I , - RETENTION POND.... -r --.s.;., __ : LANDSCAPE AREA! \ RAISED CC~C, SIDEWALl< (TYP.l / / I I ~ ~ ~ . I ,.. .I 3! . I M. Ni ... . ~ . NI - . I'i ~: z! I I I I ~ /4) ~g I SI3MPL!~G S TAT ro.J REFER TO C-4 FCR CETAIL - ~' - (FDCl FOR FIRE . SPRINKLER SYSTE~, CONVENIENCE STORE FIN. FLR. EL. 38.28' / " ~~ - -", / RETAIL STORE FIN. FLR. EL. 3<t08 I i i I i I I ::;c;.. ) C.O. LOCATION OF FIRE CEPART~ENT CC~~ECTICN (FDCl, FOR FIRE SPRINKLER SYSTEM. -- - --- - ~ 5S I , , - OGCTLE IRON ~ATER SUPPLY LINE FOR FIRE PROTECTION SYSTEM (SEE NOTE 12) I I I SS I , I FP~ E ~,o , , I GREASE INTERCEPTOR -- . aJ~ ...;...- - ~ -- -.- ...I~ - - 4" PVC - - C,O. t I LEACER I.. .. ~ _ .. ... .. _ _I 4" PVC CHASE PIPE----- - .. 4" PVC EXIsrI~G UTILITY _.~ PO!...ES :0 RE~AIN . --.... , I _ - - - - - ELECTRICAL.. METER . ,: i . ------------------ SU GREASE INTERCEPTeR - : C.O. ----------- .. -----------~-------r- ~---r '1 E -----E----SW----------------E----__ , ~ 4" PVC -. ; CHASE , ..~ / 1. / ~ -----+---<fC.O. . .... i . . I I , , ~ ~ I , , EXISTI~G UTILITy RISER TO REMAIN ~ --I ,/-- 24" CIA. MA~110LE <T't'Pl ~ ~ r- GATE VALVE (TYPl r- TEST COCK (TYPl / <': <:: C'J C'J THREADED PLUG ~.... ......... <J <': ~ GROUT --......, ..... .: c~ THREADED PLUG qa CEG. ELBOW (TYPl <:; C> TRAFFIC BEARI~G LID - Tf-lREACED ~IPPLE (TYPl <J OUTLET -.- -: -1 z __.~___~J i -r &:~ -1% .....-.----- GROUT EXISTING SANITARV ~ANHCLE TOP EL. = 34.25' INV. EL. = 30.16' SHELF EL. = 30.78' --- ....... ,-- - - H_'" _ 8' --- 6" PE~ETRATION Q INV, EL. 30.85' AND SEAL W/NON SHRI~K GROUT I~LET -------.- --i -t r-,: L. _._ LIQUID LEVEL -, .. !D. :,. r--- ~ ~ X % N !D -~- .... -r:.j;;~..,.~~,-rr,r;.,..T~,7TT~,"......~-~--.- --~-- ~ . t:::'......' I.,. . I' . I I "-'"'../. " . \: '---___ _ _ ~ lB' O;A'~S' CR 1B'.IB'.S' CONC. C~LLAR . ',//-4 BAR ALL AROUND (2 TYPl FINISHED GRADE r- SOLID PRECAST BAFFEL OR 81 X 81 X 161 CONCRETE BLOCK FILLED WITH CONCRETE S 31-54'111 E 15.~~' UNION (TYP) -1 ------- .; :> & I . 1-- 8"-_ ____n__ _ _ <! ~ 0, Co' <~ t> ~ < oj ~ <:; 2/3 L '-- ---- -_...- -' ....- .--. 1/3 L I -------- .. ~-.... ----. ---- ----1 ! TO SERVICE FROo1 METER · NOTE:5ANITARV SE~ER LATERAL FROM T~E POINT CF CC~NECTION IN HACIENDA YILLAGE TO THE PROPOSED BUILDINGS WILL BE OWNED AND MAINTAINED BY 701 EAST STATE ROAD 434 SITE OwNERS. GREASE INTERCEPTOR W/ LID _.------.... .. _. __. - - - _.._ '_'_'__'_'_'_ __ n._ n. .___.__._ _ ~ lYPICAL REDUCED PRESSURE BACKFLOW PREVENTER DETAIL SCALE NONE GREASE INTERCEPTOR SECTION SCALE' NONE BACKFLOW PREVENTER NOTES. 1. ALL PIPE A~D FITTINGS 2" AND SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS 2. DOMESTIC WATER SLPPL Y TO USE DOUBLE CHECK-VALVE BACKFLOW PRE VENTERS. 3. IRRIGATION LINE TO USE VACUUM BACKFLOW PREVENTERS. 4. INSTALL A GATE VALVE BEFORE A~D AFTER BACI<FLOW PREVENTERS. I , I ; !E' ffl .):: :{ I , ~ ~: ,~I ~.' !1!1 ~,' I /..4" 0' I &,' fj]/ ~/ /00..' {a/ tj,' . I . , , I / I , I I , , I : - , , I , , - FLuSH BRASS PLUG / - 12' TRAFFIC COLLAR I , ----.-- FLOW I , / / : 45. ELL - . / I / , , / / ..../ I . TEE-W'l'E TYPICAL CLEAN-OUT DETAIL SCALE: NONE ~OTE. IN LA~DSCAPE AREAS ~5E FLGS~ PVC PLUG AND eMIT TRAFFIC COLLAR. UTILITY \ PETROLEUM NOTES: 1. ALL EXISTI~G uTILITIES SHALL BE FIELD LCCATEO A~D FLAGGED PRIOR TO THE START OF wCRK. 2. ~LL UTILITV WORK SHALL BE CO~STRUCTEO AND TESTED PER NEC A~D SPCI LATEST EDITIO~S. 3. ALL PETROLELM WORK SH~LL BE PER NFPA,NEC A~D SPC, LATEST EDITIONS. 4. THE GC SHALL INSURE THAT NO INTERFERENCE OCC~RS BETwEEN UTILITIES. 5. RECUIRED MINIMLM BURIAL CEPTH, SEPERATIa~S A~D SLOPES SH~LL BE "'AINTAI~EO AT ~LL TIMES. 6. TELEPHO~E SERVICE NOT SHOwN FOR CLARITY, ALTHOUGH PROVICED TO CCNVENIENCE STCREIRETAIL STORE,A~D ALL PUBLIC PAY PHONES. ALL PHO~ES SHALL HAvE SEPERATE PHCNE NLMBERS U~LESS OTHERWISE DIRECTED. 7. STAGE II VAPCR RECOvERY NOT SI10~N FOR CLARITV,ALTHOUGH PROVIDED TO ~LL DISPE~SER LOCA nONS. B. TANK GAuGI~G SYSTEM SHALL BE LOCATED ALONG THE CENTERLI~E (BOTH DIRECTIONS) CF EACH TANK. q. THE PETROLEGM CONTRACTOR (PCC) SHALL REVIEW THE DESIGN DRAWINGS PRIOR TO ORDERING MATERIALS AND\OR START OF WORK. YEI SHALL BE NOTIFIED OF ANV DISCREPANCIES A~O\CR ERRORS OR TI1E PCC WILL ACCEPT FULL RESPONSIBILTV. 121. ALL PRCOUCT A~D VENT PIPING SHALL BE SLOPED A MINIMUM OF ~" PER FOOT TOWARDS TANKS. 11. TCP CF TANK ELEVATION, PRODUCT A~D VENT PIPE INVERTS SHALL BE DETERMINED BV TI-lE PCC. 12. REFER TO BUILDING DESIGN DRAWINGS FOR SIZE OF WATER SUPPLY LINE AND LOCATION OF STAND PIPE WITHIN BUILDI~G. 13. REFER TO DRAWING C-l1 ITE~S @ AND @ FOR GREASE INTERCEPTOR SIZES. LEGEND: -w- '''''ATER LI~E -SS- SANITARY SEWER PIPING DOWNSPOUT PIPING - - - OS - - - --- sw--- STORMWATER S'ySTEM PIPI~G - - . LG\E - - - ELECTRICAL SERVICE (UNDERGROUND> -FP- FIRE PROTECTION SYSTEM SUPPL'( LINE GOLD -, SILVER : I.~ PETROLELM PROQUCT PIPING BLUE i DIESEL J ",--- E ",--- C TANK VENT PIPING ELECTRICAL WIRING AND CONOUIT TO BUILDING (SIZE CONDUIT AS REQUIRED> CONDUIT O~L v TO BUILDING (SIZE AS REQUIRED) CLEAN-OUT OC.O. ~ ~ ~ ~ .. ! a: w Z ~ en w o ~ s.: aJ o W ~ frl :z: t) a: w w z G z UJ ~ ~ J: U ~ ! o 3 ~ ..., ~ ~ cr: o ~ ~ ~ ~ ~ c ~ ~ w ~ cr: Cf c ~ ~ ~ t5 t5 a: cr: a: ft UJ UJ a. a.. t:: ,^ (J) ~ ~ I- en z z :) UJ UJ (J) :!: :! ~ ~ ~ 8 8 ~ ..... ,.... ~ ! ~ ~ u co c( (ij a: o~ Z~ -5 CJ)~ ~~ ~~ CI:2 W~ ~ f- ~ ~~~~ ~~~ 2rr!~ ~~g~ Lnwz ~~~~ ! F:' ~ ~ z o ~ ~ ~~~ ~ 0 LL CJ)tt:.vj ~ ~ o t) ~ gtna: ~ Ln ~ <( ~ ~ z o ~ .:J &3 "") o B: ~ ::) W ...J o a: ~ w a.. o Z <( en w ~ ...J ~ :J I- ::) o ~ o z <( z ~ (l. ~ z a.. c: JOe MNBER 6H?2~8 CAT!. 2-3-q7 (',,10 Fill kAME 61ii!J~~8C6.CG~ 9CAL!. AS to.;OTEO HIT ~~~ 5r!ET B OF q SHEETS I , , I , , I , I , I , I , I f...... · CI) fJ ~ I I , I I I \ , I \ , , \ , , \ , \, ". "'.. ......... .. - .. - - -.- - - - - - - - - - - - - - - - - - - - - - - -:- - - - r - - - - - - - - - - - - - - - - ~ ~ . ":t 'f': ('~ ~ w ~ ..... .... -.. , , ,/ ,I' I ,/' ___ IRRIGATION I IRRIGATION _____ ,/ ------~--t--ztmn----- ,,/" I /" I --------/' "-- -- - -- -- --- - -- - - --- -- - - - -- --- - --- - - - - -- ----- - - - ---- - -- - - - - -- - --- - - - - - - --- - - - - - - - - --- - - - - - - - - -- - - - - - - - ---- -- - - - - - - --- - -1- - - - ------ - - - - --- - - - - - - - - - -- - - - - --- -- --- - - - - - - -- -- - - -- --- - --- - - - - - - - - - - - -- - - - - - --- - - - - --. - ---- - - -- - - -- -- --------- '. I '.JI ~ ~ ti ~ ~ ~ ~ a: w w Z ~ w , , \, \ ", "'. ............ LEGEND: a: w ~ UJ W o I o I I 1 I r ,I ______________________________________________________------------------------~-~;~------~---------------------------------------------------------.-~-----------------------;l---~---~~1RE I J I I ___.-J I I ! __ ZONE B MUL TI-STATION ~ --....., ... IRRIGATION SYSTEM I I I '. WITH TIMER '- - -...... \ l t EXISTING SIDEWALl< "Ii:ii!~!!:!:!i", >'.. la.,lllLH I / EXISTING SlOEWAll< ~:~'.. ,"'- -!- -:- - - --:. "!- - -:-:- - -: ~-- _ _ -Q...~T'-_~ _.. _ . . _ . . _ .. _. . _. ...-....-.-aI'.-....-._..-.-.__-.-....-.__-.-._..-._~-.-...-._.__-.-._-._.__-._._..-.-.-aI'.-........-._..-._._..-._.......-...-.-.-..-._.__-._._...- - - ~ . . _ . . _ .. _ .. _ . .[00 _ .. r . . _ · · ~ . ..... i....... i ..... i..... i.............. i... i.... i...... i...... i............... i...... i..... i - "y~~................ i... i..... i .............................. i.... Q '~~~ J, :. " : . ~C N 72-38'371 E '-... I 473.41' '; I~ //"0., "'.. ~)(~L-1..___.LJ__"~L__L."";'_ I \ ~i'.'. ~'] ,j:......"i. i 'S 54-""7/231 E · ...:---;). , : 8 8 1trtr : iij:i!.i'" - -i. ~'H,~~::,~'i / 23IUQ4' "... ': \ '. I OOID ! . ,'. . II! I f'~ " 1m PlWJ4 · ~ - .:. \ : j \' . ; ~ i ~ 'TAlES .... \\ , I ' . '. ,.$ \ ~ ".. . \ \ . ~..." \, " ._~ I ~ ..~ :11 ITBJ: I ' '-111: ./ , ~_J '. r;.. , , I' . · .1 " I i ';'. -i,..,t '.' : I' " ~~ · I'M j I ,. MYRTU ; ~ ,1: I ' ~ ~ ' .:, ',f '/ ; I /1, - - - - - - - - - - -, /'.......- 4' PVC CHASE ! ;' j ! , . , " , " i I . ' I " Ml!!!J.IETR, · ,,' I , lZ'C l!W , I' I 'TBA'1 ' ... ' I " :':.1. ~-......" " I' . " I ,,~:} ~ · : .' J I i ~ ~ i..' // i '/ ~ ;.Ii:',' , . . , 'I ClTl~ut " ; / /' ,',' ~J , : : I 1/ '.. , , , , ' 'oJ''';' , I , ,,' '.. . " . ,! I ~ 1" ,~, i :1' " .....___, <0 ,Iii,; .' '- :~~'O/I'~ , "". ~,' ,.,;.: ,~ .~~/.)o,,:,s; '"w ~;/~ '-.,~:~,Q.; : : fJ) .' ,/ i 13 .' .' fi . Q.; " · .'!::;.'~/I,4I , 1fJ),(J)',rs 11"M : LlJ ~ I ~,. i Iij ~ , lit f.J.i: U, ' fi ;'~r? .' Ii.' i;:: '.r:!\i ' ;::, " fJ) -'M ,1{fJIIS ,,, '/J"" :'J I / I '\----. ~ ./ // , ~ , " : '^ I,' / Q) , VJ . , .J _ CJ. !, -0' 'I , , : ; , , I , , I , , I I , I , , I , I I " I , , I , , I , ,/ , I , ,/ / , I I I , ~._--, I , 1----.-1 a'o - INDICATES EXISTI~G OAI< TREE 8'M - INDICATED EXISTING MAPLE TREE a'p - INOlCATES EXISTING PINE TREE a'c - INDICATES EXISTING CAMPHOR TREE ~ I , ~ , I I ;-u---! ~--I r---1 ETR - EXISTING TO REMAIN TBR - EXISTING TO BE REMOVED , . I ROAD NO, 434 ~__.J ----------------- I I ....- - - -.... ,---; , , f---...; ~--- I PLANTING NOTES: ~ ~ ~ ~ ~ a: 8 ~ ffi f! a. ~ ~ ~ :i ~ ~ ~ 8 ~ r-- ~ ~ ~ ~ (Xl < ~ ALL NEW BEDDING AREAS TO RECEIVE A SIX INCH LAYER OF LIGHTL Y COMPACTED TOPSOIL. PROVIDE A MINIMUM 6 INCHES OF PLANTING SOIL UNDER THE BALL OF EACH PLANT. 2.) SHRUBS SHALL BE PLANTED IN PITS WITHIN THE BED WITH DEPTH TO BE ADJUSTED TO STANDARDS. 3.1 PLANTING MIX SHALL BE A MIXTI.;RE OF THREE PARTS TOPSOIL TO ONE PART PEAT MOSS. 1.) 4.) ALL TREES SHALL BE STAKED IN ACCORDANCE WITH ACCEPTABLE LANDSCAPE CONSTRUCTION ... N M . ~ 0'" --t ~, . :..~dfij ,tm- :.::IL ifT' ~I ';P-i .,." ~ '.~ L!m dIf1 *' r!iJ ~ ~ *~.., ~**~ :-At, .~ I , I , I ,fir ~ ~~~~ 12., !iJ,_<C& ~ ~ ...~~ .1ft. ..", -. "M.. ~ .,..... ~ I TBA iff'.... ' TM . ~. $;it[!!@] *~ ~. '~.~ltt .... ~ ~. ~ ..,;Iff r RETENTION :Itt ..~ ~ *" "II' ~4 *'~ I;r ~ '\, \ , \ '\ /~ 41 PVC CHASE ,-....../ :"1( , '\, '\, '\, \ , ~ fE" ffJ ~ ~ = = = c:==2 ==:=:lI c:==2 = = ~ 24.,ALM ~. 1.1 ALL NEW PLANT MATERI~L SHALL CONFORM TO THE STANDARDS FOR FLORlOA NO.1 OR BETTER, AS SPECIFIED BY THE FLORIDA DEPARTMENT OF AGRICULTURE. 2.) ALL NEW LANDSCAPING MUST BE INSTALLED ACCORDING TO ACCEPTABLE GOOD COMMERCIAL PLANTING PROCEDURE SAND IN COMPLIANCE WITH THE LANDSCAPING ORDINANCE. 3.1 THE PLANTING BED FOR ALL LANDSCAPING MATERIAL SHALL BE FREE OF ~EEDS,OEBRIS AND NOXIOUS MATERIALS AND SHALL CONSIST OF A HEALTHY PLANT GROWTH MEDIUM. , ~ Z .--~ (f). m~ ~~ ~I rt 65~~~ ;ii ~!!~ ~ '. I , I , I , I , I , I , I , I , I , I , I , I , I " , i ,: , . , I .. , I i : , I i ,: , , , .' I , ' I ' , I , ' I i , , 1-../ . ;" :1 ~/ I ~/, Q.;' , lLi " ~7/ Iij! ; i/ " ;:'1 i {fJ, : I~I : -." ' , , I I " : .' ,. i / , i i , ,/ " // / I i .- , I ,// ! / , ' , . .' I i/ , ! / , i/ I , ~ , I , I , I , I , I , I , I , I , I , I , I , I , I , I , LANDSCAPE NOTES: = 24'14 TM 1 ~.."'-- .J':: ." ...''.. : r 4' PVC CHASE I m'ALM . J!I!; 24" ~ ~ .",." , I I I I i I -l---- C\.r- \~.' ~ . M N ... N t..~ - ~ --t i 18'PlllLH ~ . :.~ ~~~.) ~ -1'1': ~~~ ' ~,':.>,,~: :<-' .: .- ~. 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" , / / ,,.. / " / /' ...,.,'". '><.// /~/' '. ....' /,,<. ,>,'~//"""., /,/ ,,~<,</ /',//><,<-</~ ,,",.. .' ./ ./ /,. . .' /".. ./ ..' . ,/ /...-".,..,' / / /' , ... . / /.. </, /:/ ~: <. ' :'/?/;':,:;';/;;~:::::;;>:<:::.:;>~>>:~ ~ . ~"". .;~. "'ll8'M ..~...~ i~ Z~~. ~ I t ,'/./,' . ,.' ,/,. , "/' './ ,'./. ./y/ . ,. ,. ./ " /' -' // / / .. / "/ / ~,( '..' //~ ',/~</... ','. . / " -.,. :> '/"/"/'<, " ." ',,' ..- ,. ,., .' .."./ ." " // / </ /' / .' .',' ,," .... 'I ,.' /'/' "/ . . . ." I . /,'" .,',.. ,'./ ," .."'- .... ,.' ".. / ,/-~"., I " ..../ / ' . . / . /y . ..' , ... ,....,..' , ..' ,.' .,....,. ".,. "..'/ ," .,,/ //... "/"~ , /, '... / ,',/ /',.'. / / ,/ ,'., /' /' ,/ / /"", /. ,,/,.'.,.., ,-', // .' / / ' /' / " , .' ~,</" ..':,< .. '<...-:'......... /"':/,/..<<. ,/.><,. >< . .', ,,'CONVE~IEN9E, S}QRI;. '//' .' / , / // .... " ..'-' >- ....'. '.' /</~~'./~, '<~"~:.~>:~.,,, '>/.> ~ /:'..;" .,' .' . , / '.' , /.. ,. /. ,. , , ',' ",..." '////'//'.'.'.., /. , , ,. , . .' ,/,' ."" ' ,/ ," , /" ,/,.. /".. , , " ..' .~./,,/..,,',/..,,/.. .~/"...'/<,,,,:.',,/./ ,.'..." /< .// . .' /,.' . ..... / / / / // . ... .' , ./' ,.. ,. / "'., /" / / /' // ' ,.. .',..- .' ;" ..' .; .' <>,. ::',.-/;/ ,.//~,. ,./.' ~.. .,>.... .':. ~ r:: ~ ~ ~ POND '\ \ / ",. ~ 1.... ~ * ~ ~ ~ ~ l81'AU4 ~ - ~ArA ~~! "'49 ..:~, 24'O..M l!!!1 ZONE A MUL TI-STATlON~, IRRIGATION SYSYTEM '"'-, WITH TIMER 4.) THE PLANTING BED SOIL S~LL PROVlOE ADEQUATE SUPPORT, DRAINAGE, AND NUTRIENTS FOR THE PLANTS AND THUS MAY REQUIRE THE INCORPORATION OF SAND,PEAT, AND/OR TOPSOIL INTO THE HOLE. 5.) A SUITABLE PLANTING MIX SHALL BE PLACED THROUGHOUT THE PLANTING HOLE FOR EACH PLANT,AND THE HOLE SHALL BE AT LEAST TWICE AS WIDE AS THE WJOTH OF THE PLANT BALL AND ONE AND ONE HALF (1-1/2) AS DEEP AS THE OEPTH OF THE PLANT BALL. 6.1 ALL BEDDING AREAS SHALL BE TOP-DRESSED WITH A MINIMUM 2 INCH DEPTH OF SHREDDED CYPRESS BARI< MULCH. ' 7.1 FERTILIZE ALL PLANTlNGS, INCLUDING SOD, WITH A SUITABLE COMMERCIAL GRAOE FERTLIZER. ~ ~ S 72-38'371 W I I ~ _ ~~T~ _1_ -1R~~L____ ::;-"~ TRJPlI 12' ll.iMD .. ~~~ rPlNI ;;:~'.i IWH TMI Rile 'lAEE I'tWN TRU ~ 9.~.i.' '"==' 'TFR' r"fTii"T"'~' 24'0 ~ . i..!.:.:-: I..!.l!!J ~ rEOO ...;p. ~~'I. ~ . '= . . ,}cr". 0)' ~ " ,I.' ... If - . . . _.. _.. _.. _.. _.. _.. _. . - . . - .. _.. _.. _. . _.. _.. - . . _.. _...... - .. - .. _.. _.. - .. _.. _.. _.. _.. _.. - . . _.. _.. _. . - .. -.. -.. - . . - .. -.. - .. -. . - .. -.. -. ~ ,I 437.16' . , I I V'- 4' PVC CHASE , I ~ ~ o 4' PVC CHASE -...... e.) ALL TREES OF 2 INCHES DIAMETER AND LARGER SHALL BE GUYED AND STACKED. q,) ALL LANDSCAPING IS WITHIN A 1~~'-0' RADIUS FOR WATERING WITH HOSES. REFER TO LANDSCAPE PLAN FOR HOSE BIB LOCATIONS. RETENTION POND TO BE SODDED WITH SA~DY BASE SOD. 11.1 AT THE POINT IN TIME WHEN RECLAIM WATER BECOMES AVAILABLE TO THE SITE. THE SITE WILL MAKE TIE-IN ONNECTION FOR IRRIGATION USE. z o ~ ~ ~ ~ ~ ~ ~ o t) ~ g ~ a: ~ R i z *4" ,J.; r,,:::::f{ ~ ",. . m I I 4' PVC CHASE -............ , .,. I I I LARGE RAIN TREE CLUSTER ~ .~~\ .~~~.~ I'fWN TREE ,-,~ .J' ;r~i .JA~' I ". ' ", . ... "" I t., . '. .... . . ) ~'.. _ ~ ~ ....~~.,_1 10,1 ':'~:'.~ "':c~,.. -: l2'PlllLH IfBA1 l:- ~.~., ~'i..i~ , I ,""" ,-: I L':-= ;;~ ,~a;- 5'0 .-lt~ ~:F 3' SLIGHT SAUCER BERM J.f e::1 7 \\, \\ ~ I, ,~'\, \~ ~\? .!/ :l_....;... p) '; ~I ~((~ ~ ".-/) ~_,\U ",' '( J~ ~ \ \~J '~i ,t; "S:::--..... \ \) ! ,'1 ._," \\)\ r ~___~-'\ '.' , r --~- \ \ W k .~~~ \.;( ~ I i ~ 1'''' ~ LANDSCAPE PLANT MATERIALS: NOTE. Al TREE PROTECTION TO REMAIN UNTIL THEIR REMOVAL IS ALLOWED BY THE CITY INSPECTOR PER T~E PLANNING DEPARTMENT. NO CONSTRUCTION MATERIALS OR DEBRIS TO BE STORED INSIDE TREE PROTECTION AREA. 4'PAPER BIODEGRADEABLE TREE wRAP (MANUFACTURER'S STANDARDl aUANTllY MARK NAME SfZE SPACING (5) PROPOSED o fSJ ~ o LAUREL OAI< (QUERClJS LAURIFOLIAl 2.5. CAL. 16'-18' I( 8'-10' HGT. A.S. z ~ ~ REINFORCED RUBBER HOSE BI ROPE. WOOD.9R EQUIVALENT t I ~i I /; GALVANIZED WIRE . (DOuBLE STRAND 12 DA, TWISTEOl V HAROWOCD STAKE (2-3 W/FLAGGING) , 211(4'lC301 i ~ : . MULCH (3' C'(PRESS/PINE BARI<WOODCHIPS) (0)PROPOSED CRAPE MURTLE 'MUSCOGEE' (LAGERSTROEMIA INOICAl MUL Tl TRUNK, 4' CIR. TRUNK 1~'-12' I( 5'-6' HGT. A.S, (!J Z ~ U) o z :5 ~ Cl o Z <( SAUCER BERM FOR WATER RETENTION l MULCH MINIMUM OUT SlOE LIMITS OF DRIP LINE (6~) PROPOSED AWABUI<I (VIBURNUM AWABUl<U 24' -3"1 lC241 3 GAL. 301 D.C. PLANTING SOIL (SEE SPECSl (TAMP TO PREVENT SETTLEMENTI (43q) PROPOSED SWEET VIBURNUM <VIBURNUM OOORATISSIMUM) 30. -36' )(241 3 GAL. 30' D.C. 2'lC4'lC4'-~' STAKES (TVPl PLANTING SOIL (SEE SPECSl (TAMP TO PREVENT SETTLEMENT) I ! :. .~ I ! LJ DETAIL (el PROPOSED ~ I<ING SAGO (CYCAS REVOLUTA) 241 SPREAD FULL SYSMETRIC HEAD A.S. JOlI tUIlER. SHRUB PLANTING TREE PLANTING (31) PROPOSED lID ~ $ INDIAN HAWTHORNE (RAPHIOlEPIS INDICA 'AlBA') 181 SPREAD 3 GAL. 61~~raa ROOT BALL (REMOVE/BURY ANY EXPOSED BURLAP ON TOP ONE-THIRD OF ROOTBALLl t74el PROPOSED 241 O.C. CArE: PLANT HOLE W/VERTICAL SICES (4e3) PROPOSED PARSON'S JUNIPER (JUNIPERUS CHINENSIS 'PARSONII') LOUISIANA GREEN PlTTOSPORUM (PlTTOSPORUM TOBRIA 'LOUISIANA') 12.-15' SPREAD 1 GAL. 24' O.C. 2-3-q7 c.-o FU~. 61~~~8C7 .OGN 9Cttt.!: TREE PROTECTION DETAIL DETAIL 181-241 )(15....18. 3 GAL. SC~LE: 11=20'-01 30. D.C. !MIT SCALE: NONE SCALE: NONE SCALE: NONE (t;-7J SHEET q OF q SJ1fETS