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Home My WebLink AboutDWG 479-9SW; SDP 96-14G; BMP SITE PLAN - LEGOLAND WATERWORKS EXPANSION; 01FINISH GRADE 1---. /'11/JTH VARIES-SEE PIAN FINISH GRADE' 14' fREIBOARIJ ! MIN. ·-.-t-----z:I WAT£R SURFACE·'\ -···········•?:!· 7 +-f---;;v2l( -,--10' :21· PON/JING ' 18' SAND/COMPOST MIX 5IN/HR INflLTPATION RATE TO 8£ VER/FIEO BY A GEOTECHNIC41. ENGINEER 18' PERMEABLE BAS[ W/40% POROS/IY TREATMENT CONTROL BMPID# BMPTYPE SYMBOL CASQA NO. .. .. 0-© BIORETENTION ~ TC-32 AREA . SOURCE CONTROL --- BMPTYPE SYMBOL CASQA NO. F'--■ STORM DRAIN SYSTEM SIGN' SD-13 . BMP TABLE INSPECTION MAINTENANCE CONSTRUCTION QUANTITY DRAWING NO. SHEET NO.(S) FREQUENCY FREQUENCY SIGN OFF ... . ---- 6020 SF 6-9 AFTER EA. RAIN AFTER EA. RAIN .. -····· ···---·---.. ~-, __ ,_ CONSTRUCTION MAINTENANCE INSPECTION QUANTITY DRAWING NO. SHEET NO.(S) FREQUENCY FREQUENCY SIGN OFF ... ., -·-· - 3EA SWMP ANNUALLY VERIFY LEGIBILITY OF SIGNS -· . 4• PERFORATEO UNOERDRAIN 12· VEGETATIVE MANAGEMENT SITE DESIGN & LANDSCAPE □ SD-10 SEMI-ANNUAL PLANNING, EFFICIENT 1,//'JTrC"I. 00 ~.:.·.·.·JP.·: __ -~,.·.·:· . ""'· 165. I .......... .. , [·1· ,,I ·,· ' . . . • ... . . . . .. . ·, .... . \ . \ . . . .... \ (~:: .· ,·r. 1 CI : ~:\> 1 f. }:· DETAIL 8/0RETENTI0N AREA / ,. j 7.2 .. I // .I ' .. -. ~. . . ./ ' ' ' Curi· ORlnCE PLATE: Mlij SQUARE DIMENSIONS 1.0 FT GREATER 1HAl't PIPE OIA. HOT-DIP GALVANIZED PLATE Af'TtR HOLES HAVE: BEEN DRILLED ;:;,,-" ''~------7 ~ e· 0 Wall IN 6' {'IYF) " (lYP) )'-, ~ iO.., REPAIR BROKEN SPRINKLERS . SD-12 AS NEEDED IRRIGATION ....... .. SWEPT REGULARLY SIDEWALK SWEEPING SEE PLAN DAILY TO PREVENT BUILDUP . ', . . . . ,, . . . . . . . . ... . . . . . . OF LITTER & DEBRIS • C' N 1 .:_;·,< < \((~:~:~~:\":;;~{~.~t\·:~t.~:(;r::~~-~ 'h.,,,.,. 'J .'; ,;', •:,":.., ,;,':.>~~ '<" \.::.-_ / -,i: ':; .~• ,,'-.,_·,-:,. .i,·~•~-,: ,, .. ~~ .. /'' •1c,•~ ...... '".,,,,•'?: • "'" ··--~~ ,, ,.;,· •• ,..',~ <.,_ ~~ } ;"\ ., /''..•'-:; '~ .a'· 1. -:~ "\, :-• .: --~:,•:•~ .' .... :_,,::e_.1:::: ,: .... ,:t,f;;-;-:, .. , . .. -... ,.~:•:~'!., • .i..:_,...,~~;". 1:.,1.,:: ,,' .-·,,-..,::<:·y,.·1:>,· '.2~~:•t:.:-t~·:~-,,: ,;,\:,,'';, ~ ~~--~~~<.::, ::,., .. ~ '"',':·, ,_~ \•~,:"::;,:\-~ . ~ . . •.·· ,:;11i!lll\liil11allil!it\lliil1\1llt~I ~•i-.: .. "',::::i-_,_.\, :-..;·-~ ;, -... ~:.::~,.~:-~1-:··:'.: :-i•"···"' ~ :·•:~-:; ·-,!""::-; •• : ·,., '~ ··, WAvE POOL J-.__. ..... ,,.,, :,_.' .,;-:, 1, -~." :;,·:-,.:,-.-·1•/\\~:;::,.:..•'<..· :~~--~-~ ... ,~.;,Ji:.;:--.,_ :?_,,::1 ......... • .• ........ .,~.. . ... ,. • • • • J • ·-.... * • • • • ♦ ♦ ••• ,,.-.... t, ..... , ••••••• _ •• ,. ....... _._ .. ; • • : .• • .', •• 1.·.·.·:·.:.·.·.·.·.l,.·.·.·.·.·.·;-i,h?'· .. ; • "._ •·,!: -t t • • . • • • • •· -.• • • •. ~ • • ~ ~ • • • .f/V• .. • • • •; 'l. '"· "~-~ ¾~·~---:.· >>:;·: .:-: . :-:. :->>-> :-. >. · .. -.... -... > > > > :-> > > • ... ··•·-.~-... ~~~-· .. _, .• ,. <·18:P.-I-~;-.. ·.•.-1' ••• :.::-:-.-.-.......... ·.·.•.i • • • ~· •" • •. ~ ;., .. • • • • • •• ..,. ...... -.-... , • • • • • * .. ~ ... .. .,..,-,... ..... "'\... . . . -----· : ........ ' ., . .. . • ..--.... , ~ . -.-.· ~. __ .,._. ~~,._~· ... . ~ .. • •• ,•, ... c(~ ~ • "'$·~--?...:.~ .... • ~:-.-....... .. .. • ' ·, ... ·· ~-'-:-½.~: .. . ~ • • ., -;-·~--..~,, "i.;C:.':.":---;::;t-., • ..,..,__~..It...!'.. • ~ . .. --~. CLOS[!) M[SH GRAT£ .. . .. . .... _J . C (_· <:,5 ., .. FLOW CONTROL ORIFICE PLACE S[E DETAIL ffi IJ RIGHT 4" PERF. PIPE MOD. TYPE 'F' C.B. '-IYDROMODIFICATION & TC BMP FACILITY) '4i ,._ , V) -t3 ~ 'ci NO. 70035 !.J * EXP, 09/30/H J'"r,>,; C/Vl~ • ' OF CALI'< c' Q 0 i 10' 20' SCALE: 1" HHs iC' NOTE ORIFICE Pl.ATE & Fl.ANGE CONNECTION TO , CONCRETE. SHAU. BE FITTED WITH 30 DUROMETER NEOPRENE RING. /,,. \ NFL OW PIPE r -,_,--, \ I ~./ RIJ'1CE DIAMtITER (DiA) =l='l=o"""'"" SIZED PER DESIGN CRITERIA NOT 10 SCALE r-__ _:,:=.:..~=--------rDE_S_IG-NE_D_B ___ Y ___ , ~Nf~-~DA:-:J::E,-J:UL~Y-:2:01~3~1.l=-=-=-+---jf---_-__ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_-_ -_ -_ -_ -_ -·_ -_ -_ -_ -_-_-_-tr_ --=-=t--,-:==i==:=J 0/~~ h<CITG SCALE: 1" ~ 20' DRAWN BY: _m.J-'---- DIA HOLE CJ'(P) FLOW CONTROL ORIFICE PLATE CONSUC-:r-NTS 2710 Lo:..er Avenue West Suite 100 Carlsbad, Califo.rnia 92010 760~9J1-7700 fox: 76G-931-8680 www.odoyconsu1tonts.com Civi! Engineering Pla.nnirig ProceS!:iiflg Sur,ie)'ir,g PROJECT MGR: K.W.H. JOB NO.: 131014 ENGINEER OF WORK; DATE: / t/11 / 241 RCE: 70035 DAT£ INITIAL DATE INITIAL DATE lf-JITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL SWMP NO. 13-357 MAINTENANCE AGREEMENT DOCUMENT: YES _.lL NO __ _ RECORDATION NO. ____ _ PARTY RESPONSIBLE FOR MAINTENANCE: NAME _ _,L£i=C=O=iA~M='f)~C~:4L~IA--::0-::-'RM:--:Z4::--_ ADDRESS ON[ LEGOlANO DRIVE CONTACT CHRIS ROMERO C4RLSB4D, ~.. 92008 PHONE NO. (760) 918-5460 PLAN PREPARED BY: NAME NICHOLE FINE COMPANY OZiAY CONSULTAN.TS, INC. ADDRESS 2710 LOKER A~ WEST SUITE 100 G4RLSB4D, C4 92010 PHONE NO. {760) 931c:;_7.~70_tl __ _ CERTIFICATION RC€ 70035, EX. 09/30/14 BMP NOTES: 1. THESE BMPS ARE MANDATORY TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS OR THESE Pl.ANS. 2. NO CHANGES TO THE PROPOSED BMPS ON THIS SHEET WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 3. NO SUBSTITUTIONS TO THE MATERIAL OR TYPES OR PLANTING TYPES WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 4. NO OCCUPANCY WILL BE GRANTED UNTIL THE CITY INSPECTION STAFF HAS INSPECTED THIS PROJECT FOR APPROPRIATE BMP CONSTRUCTION AND INSTALLATION. 5. ACTIVITY POOL (SR-1) AND WAVE POOL (SR-3) SHALL BE SELF-RETAINING AND SHALL BE PLUMBED TO SANITARY SEWER. 6. DRAIN FOR MOBILE FOOD CART SHALL CONNECT TO GREASE INTERCEPTOR AND DISCHARGE TO SANITARY SEWER. LEC£NO: 1§$,,~~1 1·,:.<:.c:,>I t . . " " · 1 . .. . . . .. . . . . ---SO BIORETENTION .4RD\ SEE DETAIL O LEFT SELF-RETAINING AREA PERV!OUS-IANDSCAPING PROPOSE!) IMP[RV!OUS SURFACE EXISllNC IMPERVIOUS SURFACE STORM ORAIN SINGLE SHEU BMP EXHIBIT FOR LEGO/.ANO WATER PARK EXPANSION VERIFIED BY: INSPECTOR DATE I S"l1ET I CITY OF CARISBAD ENGINEERING DEPARTMENT I SHE1ETS I BMP SITE P!AN FOR: LEGOI.ANO WATER PARK EXPANSION APP~O B • Lz:l. ~I ~.•./, • rL._. • ·-:c::-:::-:-cc-:: .J.t. 't//3-SJGI ERING MANAG!::R PE 41204 EXP. 03 31 15 DA E DWN BY: CHKD BY: ........ RVWD BY: