Loading...
HomeMy WebLinkAboutDWG 475-4SW; PD 12-01; BMP SITE PLAN - VIASAT CAFE AND COURTYARD IMPROVEMENTS; 01I V, I V, I . . .J I --- i ---s-----s -----s -,-'-- FLOW SIDEWALK & BASE _ _____, ' ,----INLET WITH ATRIUM GRATE 6" FLOW TYPICAL LANDSCAPE I SELF RETAINING AREA NOT TO SCALE ------- BMP TABLE _J _LMAINTENANCE BMP ID BMP TYPE CASQA NO. SYMBOLS DWG NO. FREQUENCY CONSTRUCTION SIGN-OFF TREATMENT CONTROL / l-lydo~odi "'CA.tt00V\ .f o..c.i li+itt ----------------·--. @ PA no DRAIN TO Ll AS NEEDED W/ 8/0RfIDlnON TC-32 475-4A EACH INSPECT. G) ROOF DRAIN TO ~ AS NEEDED W/ ,_. SELF RfTAINING r( SD-10 475-4A 1l.11ti,!,u1I W ' EACH INSPECT. ' --r------ i--(J)-@ LANDSCAPING SD-10 ~ 475-4A AS NEEDED W/ SELF RETAIN/NG EACH INSPECT. L..; SOURCE CONTROL ® TRASH COLLECRON SD-32 D 475-4A AS NEEDED W/ I ARfA EACH INSPECT. -·--- ----,.-·- SWMP 12-06 MAINTENANCE DOCUMENT : YES __ NO __ _ RECORDATION NO. ____ _ PARTY RESPONSIBLE FOR MAINTENANCE : NAME: DANIEL CANCELLER! ADDRESS: 6155 EL CAMINO REAL CARLSBAD, CA 92009 PHONE: (760)476-2200 PLAN PREPARED BY: NAME: MICHAEL SCHWEITZER COMPANY: SWS ENGINEERING ADDRESS: 261 AUTUMN DR. #115 SAN MARCOS, CA 92069 PHONE: (760)744-0011 BMP NOTES: BMP EXHIBIT 1. TIHESE BMPs ARE MANDATORY TO BE INSTALLED FOR MANUFACTURER'S RECOMMENDATIONS OR TIHESE PLANS 2. NO CHANGES TO THE PROPOSED BMPs ON THIS SHEET WITHOUT PRIOR APPROVAL FROM TIHE CITY ENGINEER 3. NO SUBSTITUTIONS TO TIHE 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 INSPECTION STAFF HAS INSPECTED TIHIS PROJECT FOR APPROPRIATE BMP CONSTRUCTION AND INSTALLATION 5. INSPECT BMPs EVERY 3 MONTIHS OR AFTER RAIN EVENTS. '-D S No. 59 Exp.12-31 SWS ENGINEERING, INC. CIVIL ENGINEERING • LAND PLANNING 31045 Temecula Parkway, Suite 203 Temecula, CA 92592 P: 951-296-3407 F: 951-587-9451 DATE: Aug 14, 12 4:18pm byjulian.blevens FILE: l: \Projects \2011 \ 11-06J\PR0D\Reports \WQMP\BMP.dwg 261 Autumn Drive, Suite 115 San Marcos, CA 92069 P: 760-744-0011 F: 760-744-0046 08/06/12 MS /1 08/06/12 MS It DATE INlllAL ENGINEER OF WORK ARTIFICIAL TURF 1" SAND OVER 4" • GRAVEL PER LANDSCAPE PLANS SANDY LOAM 50% SAND 20-30% TOPSOIL W / LESS THAN 5% CLAY 20-30% ORGANIC LEAF COMPOST CLASS II PERMEABLE MATERIAL __ _.,, 4" DIA PERFORATED PVC PIPE (HOLES DOl'<N) PROVIDE CLEANOUT AT UPSTREAM END OF SUBDRAIN : _, 'I, I ' =t- i , __ + .J + : rt G) ► V, I C) J> V, '+ + + + + ++++:+c, + + + + + +c; , I i " i c; ',_ I I , I ' ' . I - C) J> V, I/ I -I I ' ;,, BIORETENTION 2 CROSS SECTION NOT TO SCALE NO TE: V1 = 54 7 CU.FT. V2 = 0 CU.FT. 11 AS BUIL T 11 RCE EXP, DATE REVIE\./ED BY, INSPECTOR DATE I SH,EET I CITY OF CARLSBAD I SHE1ETS I ENGINEERING DEPARTMENT BMP SITE PLAN: VIASAT CAFE AND COURTYARD IMPROVEMENTS BMP PLAN SWMP/1 12-06 APPROVE~&, i 7A I l 1, GLEN K. VAN PESKI • Jr§JH efl':11_-Z. lHIS SHEET REPLACE APPROvtD SHEET 1 DATED 7 /20/12 ~/ib/\Z. {:,,JP ENGINEERINCl' MANAGER PE 41204 EXPIRES 3/31/13 DA. REVISED BIORETENTION PLANS AND SECTIONS OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INlllAL CHKD BY: Tl-REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: PD 12-01 475-4SW ~,. _)' R~ , -<' . ' < I L_/~~···~ I □~ , .I r ,c--f +-----!~--'-+___j <1 ,~._ .... ' -,: , 111 f~--!. l , --·-" ; 1--i BMP EXHIBIT I • ! ' ' I ! I I f) b I l'Ci ' I I I l'c; ; I i I i I --I ~-< I \J: ~ ,, ,1 __ J~ --1~1 --LI ···-c·}"""" ___ cr .. i·-·r 1 · .-r· -·· + + --I ---.---~---~---· + ++ +,++ __ 11, -, I ' .. --_1,-;'T:+-+:f +_;_+++++++-+-++_!-++i++;++:-t'"' + · -----------------t +@-T ri])tr'I r21 , T · ,· ,• T , + ffi7 + + + + + + + + + + 1 -+c; I 1 · , -----------+'. -, -, , •-, ---·"" u . ® •. -, · -.. : • : , : : ' +\!!.J + +. + + + -:-. + + + i + t 1· I l ' ' i-- ' ! I I i + . ' ' · i _ -· +_ i +: -+ -' ''' , • , ic•,.-' --! :·,+, + + + .+, + + +;.~L+' + + -+ + -+ I I I ~ , '£' ' +_,_+-1'::~'f-:'._'F:'_"$_.=..=e--=--+ +~.f:'1 -f"~I-IF7J+T+,,+++-+ I +f'·1 1 f{j~,.:'j •, 1 -f +~)-+ +_+_+~l:,+l-+©l-+_++;;J++_+_,-_,J'+++;+-;,_ l I /-:1/rl.---Ii ,.__ "' "' -.. ~ 1 l~f--+ + -+--+--+--+-+·--+-+~ +-+ ----, ___ , ·'-fW ~--:.,_ -._.1-' , ·., j. ~ri:'· _,c,c-, , :,,-~_ L __ L L ,_ •,, .. ,--, L , , , , , , ,I 0"-1-- / < ~ I, ----' ' . ' ' .. • ' ' ·: 1 ~ // -r = {ii" + +t_+++_-++ ++_~i\13)+ ~-"C::::::~--' -.. __ · ' , I I •1 / -.;., "" 1/, ,t, lj.-"' >t-"' ~ . + + + 14 : • , ' • + ' =:,,':,, ' J . I I i !,. : ' .. ----! I__ ' ' / / ~ ~ • + + ®'""I-" +' . , + ➔ , + -· .,._ -.., I • . , -, . -I ' , _. ~ , I • ... • • • 0 • • 1 I , ' + + + ' 1 11, + -+c -+ -+ +_ + :b + ' , ::: e= Ji.-._ + + -+ fl-+ + \+ + .±... ..±.. ~ ....± -;r _...J _:_cj · .+ _ + + '+ ,;2 ' • ~• •• • fi,'" '' ! : ' ! :®'' '' ,~, +' '-, ,_, ,-c'<c--+~' ' "' '·,;'• ',' -~, :(+ ,'+-+, +'. +--+----+ +~ • +, I, , • , -----., , --+ . + \ + + + .+ + + + . + I U) ' I II r ' 11 ' I I I I I ~ "'" I 11, .,. ' ,----.. ~--L .,.__ ' _, I J I ------• -=. --=-:. ~ ,,_ .... ----+ + + -_...__+ + + + + + I '-~, ' . J1 I ' I -._,_,;::_~~~---.;_·..::. .,_' -1/,-1/,-1/,----·-•--· ) + + < 11 : -i' ' --. --.. ' ---Jc: ' .__, _, ' -• • --. -. CJ 11 I . I ' I ' I ' --... --... -•• --. -'I/., 'I/., 'I/., "', 1/,-,... "' 'l 1/,-I \ . · ....._--... -i.. ----'<-v.-· 1/,-v, 'I/., 'I/., II . -I ' . ,, '. ----...:._ ----·, --------1/,-' -'i:..... .JJ.. I I ------------I ·; , ___ . --------...--:::::--\--..._-----....... -'I/., ·--,p-._. _.., f 'I/., 'I/., --v; .111 ' ' "I-.:::::----... 'I/., 'I/., 'I/., ---'I/., ' 1/,-11 . '" . .. . . -' -----'" . -•-. f,-• • ~ • . • I I • L] --. 11 -~,::::.__ -._ ' ~ • • '" ~ ,' --~---f-. --' • • • '" • • ~ • Ill • I _· --"-, ----1. . -~ --·--0... -1---r" ::C-::..~ "', c--• • ~ • (. ~ • it ~ J ~,;: " "-'>I-I] I I 1--~ ..__ ____:,j,,__ 41/"l' "-h (.fl 'I/., ,,.. 'I/., .: 'I/., ;-,~ \):'. 'I/., ', 'j ' ~ ~ , ,c , , ' a : ---• .,.::;_, ~ 1• 'I • i --ci-' -, . -· 2¾ MAX I .. • • ---'" • II I' ~ ·~ 111' ' ' "' .• ~ • ~-• • ' ' • • ~ 1 1 • ' ' "" ' '" 2% M ~ -= -~ II • • } ,. • • ii I , 0 1 • a •. ·-· '%MAX 1, -· -i -, i I i, ::: : •.: '. :~·.~:ljf l ~ ' ' ' I . ' ' );[,'-• • '" • \£J. '" I I • ~ • ~-~ 111• · ' Cl , • '" • ~ • •' I I I ... ~ -I -, I , 'I/., 1/,-, 'I/., ',/., 'I/., I I. • • ~ J,!6_ • • • ! ' -' -i ' / + + I • '" ~. '" • ~ • • ~ . ,J, 'I/., "'11: 11 ~ • , • ]Iii 4-c + -I{ -• • ~ , ~ • • I • ~ • 11·" · ------,,., 'I/., .,._. ,., jr,- '" 1-~ --- ' -< 1/,-1/,-11 , ~ 'I/., 'Y 'I/., ,i... 1/,-I II -I ~ , • ii lj , ' I XJ ~ • • • > \. ~----1· IL lb 'Ji , _ _ I . _ _,. 1/,-'I/., , __ -.,-_,,-I 'I/., ',/., --' CJ ,,. U) I 'I 1 ... ...,...,.,. --·· -s -----s --- FLOW 2" 1 SIDEWALK & BASE-~ 'I/., v;c 'I/., ',II ----I "'I/., 'I/., ------'I/., 'I/., 'I/., I • ...,_ •• --\I, t "' ,._. 'I/., \J.-1111 . , ', ---•-·· .. ,-_'f' ____ '}: .... -,.., .., . 1/,-+ 'I/., \J.-'I/., \/H]I I ! • I . ·---'I/., 1/,-- • • 1~ w • ~ ''1 ' . ' •. ~ . '" + -' • • • '" '" ii I~ ' ~., "" --~--. '" ~ ~ · ---·+ + iJ-; 1/,-'I/., 'I/., 1/,-S-.) •• <t: ' -\ • ~ ~ 1111 . 1 . ·;I: -· " . \ + ;--· + + + + . + • • " , ~ 11ili1 I · +/ + '--:' _cL ·+ ·\l:____ + .-;!-+ + + +• + CJ -'" • --. , • I 11 -+ + + +'' /. . Ir + -+ ·+ ---+--+ + + + ,t ~ . + + + + \+ + c; I ~ , • • ~ • f 1111• + + + + + + + ' -f -i--i-0 _,_ 0 .. ----.--. ' : 1 .'' ', I • • • '" • • 11111 + + + + + + +, ___.± GAS fit§ --+:::=-JGAC I $ GAJ; GAS GAS GAS GA_S _ _. I 'GA5 L:.....: GA' ' --' ' • . -_ .. --,'._' II -·----~ • • • • • • I~ + +tz + -~~+--....:. +: + + + -• I I \ ' '·' ' _ .. ---· ,---! \ " ~ 0 • • • • "'--~ I 11111, + + " + + · + ~ + ·v----t + + + + + + , + -t-' · _ ~ + + _, + + ~ + + 1 _ ":. __ 3---+ --+ + + + '-+ ... + -+ + '\j-,;2 -L I ~~.' . ~ --~-~Ii + + 2,~ , 2'2J .. ,o svcl/-f.11 ~sv1l svo--vo-.--svo--sv ---,v~-"S'l'O,' vo I i~ .. ~ ,'SV/.',_.,v_... "'" ______ .,-_-+sVe'!-~s!o-:+.-.-.-Js.vo. . .. ..-,.-10.+->·.· -c:+:svo1 ·._' '-"' -----s ----~s ----s -f--------,--s .,.---~ ---s +-=F---------4.:i ,t,__ s s --Y -+----"1"= + +I + +1 + ____ __ ---· , + . -. _ , + + ..... _ + + "-~ ~ • > < •fi h + + + + + +~ + + + '-. ,, + + ~ ~ __,,.,_.... r,±j + .+ ' ,-;-f·-,. ' + + I ', ___ I,--•-.... =--+ @):-. .. -+ -,----·, " --"' + ·+ ,-__ ·----+ -, +----+ -, I a -~=~ ,_;. _•f-\\ 1 :~, "' , __..-_-_!. 2-·~=;-_: ~~-~ I . '0~: + -. ---. t ~ '"' , . • '" •• '" •• IL,., +--+=-+=-'F =i-==-R'-;::--=~---------=-EC' ·= _:, c:r+·_--~ E ~-~•-@· .. -! L .. _._· --. '--__ ,_--_ .. :_ .. +@-+, --_'•i+:_·_-__ · --_-" .. :·_,_·_,_, ~-+_ t·6 ! -+ ,, , , ' , 9 A-iO --... ,,, .. , ----c,,1 -• -" " . ;:,'" --- ~ '-._ + + ·+ -.• t·, ----,, _ _. --·----+ +, '1 , t .. ,.. ! ' --'! ·1---+ -ti ' + •1' --J__ --•-I ----+ ' + ', + ' ,S-. .. _, ' +. + + . ' ' -. .. + + . + ' ' . ' -----T -+ . -----~ ---+ + J+ * '.--~--------,. ' , --... 'i, -;c. ' ' ' ' + '+ + + C. , __ ' + +' ... t +11 + T I ! ,--: + +· +---+" + -l-L + -b + + ---+ +:' + ·0 + 1-.--- ' -I ' ' ' , , .• ; ' ' ' i · ".. + + + I + ·. + --e ', + ---' · · ---+ + + -t + + + + + + + I + !+ + . ,~·'"•'~~••-'•"""""'••----•••••••--••,.,.-,,.~~--~·'""~'--c.•~••••"•"•-•----~••• ' • • • ' C") 3; ' . ' ' ► 1 l 1 (.fl \ l •·-. ! I ,, : ; I I G) 6" CURB PER l • ,c; LANDSCAPE PLANS I ' i 3" ,..---INLET WITH ATRIUM GRATE 6" FLOW ----1 .., '¥ w . ,.. • I I" w <,~ ' ✓.;.' ~-- SWMP 12-06 MAINTENANCE DOCUMENT : YES ___ NO __ _ RECORDATION NO. ____ _ PARTY RESPONSIBLE FOR MAINTENANCE : NAME: DANIEL CANCELLER! AODRESS: 6155 EL CAMINO REAL CARLSBAD, CA 92009 MODIFIED TYPE D-7, TYPE "F" CATCH BASIN~----.. (2) 4" THROUGH-CURB PIPE FROM BUILDING DOWNSPOUT 4•L I I I i:;:,,,~ ' . 12" \ai---9L---~'<'.' ___ WHITE SILICA SAND PER ·.··•· • , A LANDSCAPE PLANS +--/ r, :\: 18"1 IJ ~ . .. ~ (~~:\1~N~OPSOIL Wj l.':';,· y7SANDY LOAM LESS THAN 5% CLAY 4" . .. . ,1/ / · 20-30% ORGANIC ,~,~1/ LEAF COMPOST 81 ~ CLASS I, TYPE A MATERIAL 4" Lm-=>-'> , PLACE IMPERMEABLE BARRIER 4" DIA PERFORATED PVC 33.6' !~AROUND THE SIDES AND BOTTOM OF THE PIPE (HOLES DOWN) PROVIDE---1----" CLEANOUT AT UPSTREAM END OF SUBDRAIN TRENCH TO PREVENT WATER INFILTRATION 1" DIA WASHED DRAIN ROCK r-, I ARTIFICIAL TURF MODIFIED TYPE D-7, TYPE "F" LATCH BASIN 4 FLO n , ITT' ' ·m· ' T •1-,· PROPOSED WALL PER SDRSD C-3 ........ ··••.· 20-30% TOPSOIL W/ •,:._.'./ ,: SANDY LOAM LESS THAN 5% CLAY ( 50% SAND ~ 4" . . . /1..---l 20--30% ORGANIC J~~i]~J~=-:::--LEAF COMPOST Bl._ CLASS I, TYPE A MATERIAL 4" 4" DIA PERFORATED PVC ~\..__ / PIPE (HOLES DOWN) PROVIDE ~ CLEANOUT AT UPSTREAM END ~---1" DIA WASHED DRAIN ROCK OF SUBDRAIN I I i i_Q ; Zn I i I G) \~1 " "' .; i ' ' ; ----1 I TYPICAL LANDSCAPE I SELF RETAINING AREA PHONE: (760)476-2200 BIORETENTION 1 CROSS SECTION BIORETENTION 2 CROSS SECTION NOT TO SCALE BMP TABLE BMP ID BMP TYPE CASQA NO. SYMBOLS DWG NO MAINTENANCE · FREQUENCY TREATMENT CONTROL @ PATIO DRAIN TO Ll AS NEEDED W/ 8/0RETtNTION TC-32 475--4A EACH INSPECT. @ ROOF DRAIN TO Ll AS NEEDED W/ 8/0REltNTION TC-32 475-4A EACH INSPECT. IJ-@ LANDSCAPING SD--10 ~ 475-4A AS NEEDED W/ SELF RETAINING EACH INSPECT. SOURCE CONTROL ® TRASH COLLECTION SD--32 □ 475-4A AS NEEDED W/ AREA EACH INSPECT. CONSTRUCTION SIGN-OFF PLAN PREPARED BY: NAME• MICHAEL SCHWEITZER COMPANY: SWS ENGINEERING ADDRESS: 261 AUTIJMN DR. #115 SAN MARCOS, CA 92069 PHONE: (760)744-0011 BMP NOTES, NOT TO SCAL[ NOT[: Vt= 953 CU.FT. V2= 867 CU.FT. 1. THESE BMPs ARE MANDATORY TO BE INSTALLED FOR MANUFACTURER'S RECOMMENDATIONS OR THESE PLANS 2. NO CHANGES TO THE PROPOSED BMPs ON THIS SHEET WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER 3. NO SUBSTITIJTIONS 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 INSPECTION STAFF HAS INSPECTED THIS PROJECT FOR APPROPRIATE BMP CONSTRUCTION AND INSTALLATION 5. INSPECT BMPs EVERY 3 MONTHS OR AFTER RAIN EVENTS. r;,..;~~'rESS/O!v;-s ~ \.-o sc'i,...'Z ~ ~ ~ G'-' \:!;:! 'i _ No. 59658 ;.;;\i"::\ -12-31-201 • "/!co SWS ENGINEERING, INC. CIVIL ENGINEERING • LAND PLANNING 31045 Temecula Parkway, Suite 203 Temecula, CA 92592 P: 951-296-3407 F: 951-587-9451 DAT[: Jul 20, 12 9: 16am by jvlian.b/evens 261 Autumn Drive, Suite 115 San Marcos, CA 92069 P: 760-744-0011 F: 760-744-0046 FILE: l: \Projects\201 I\ 11-063\PR0D \Reports \WQMP\BMP,dwg NOT TO SCALE NOT[: VI= 564 CU.FT. V2= 513 CU.FT. '' AS BUILT" RCE EXP, DATE REVIE\./ED BY• INSPECTOR DATE I SH1EET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARTMENT BMP SITE PLAN: VIASAT CAFE AND COURTYARD IMPROVEMENTS BMP PLAN SWMPH 12-06 APPROVED~ (1-, )( 7 Jb -I J ,/, GLEN K. ~3/if iKI ENGINEERINGrMANAGER PE 41204 EXPIRES 3/31/13 DA /f\ DWN BY: I I DRAWING NO. DATE INITIAL INITIAL PROJECT NO. DATE INITIAL DATE CHKD BY: PD 12-01 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: 475----lJ,SW