Loading...
HomeMy WebLinkAboutSDP 2019-0005; BMW CARLSBAD; Planning Commission• I ---=J77 --~ -®1~ . -- 10 u . . . . -I .. . I ' I . c, I . II ' if I -=a; I . . ' J;i ~ ---= ;,-, ~ -~ I = 11 . 7b ' . ~ -I I . II of Carlsbad 1060 Auto Center Ct, Carlsbad, CA 92008 2020-03-16 Concept Set -City Submittal Al.O ~WofCarlsbad --~ - -~~a ~ ---. -. . . r ---c ,., ,-" ... -' . --. ~ ,... ..... ] . :. ~-a I -1 --tJ , ~ ,=== __ ,_ I I 5 'r : .. I ,,.. '--' ~ ~ =~ '"- " "-. I, 7 ~ ~ ~~r ~ .-.--:: ' ~ "' '' -. ,= .. -A d ;,? ",,p ~ !7~ ~~:7--= I I I I ' I;: ~:~ -~~t . .,;,,._-- . C ~ --. . . .,_, . ~ . . . ,.,~= I I l -I UJ ~ '-" '--" '--" -d 70J - "r 7 llff .. . .,.., Cc • . I -I -- . II ,----~-<-=- 1'~ I I ~~ . ~~~ ~ .., ~ ~- ""'-~~ ~ t-----~ ~ r--. ---------=:: '--------. I 11---~~ N I ~ I 11 L I •; I c--._ -~ L:.::? c::'7 ---'f L, L, ~ Cr r':d ~ ~ "' =--r ~ Shiet List :--con~ep_tu_a l Number Name ~ P~posed Site Plan ~ I First Floor and Second Floor Plan i--A4.~ -+Parking Second F~r __ AS .0 Proposed Elevations ~ AS.l Pr~osed ~levatio"nscont. A' ;,2 ---1 P_!'.9posed EJ_eva~.:ms Cont. 1......---11.5_.:? -tPrs,posed §levations <;ont. A6.0 Proposed Axonometrics r A5~1 -I Proposed A)(o;:;-am;:rics-Phase 2 - 0 ill --1--0 .J f-0 0 0 ~-0 I 0 'o ---1 -1 =2 / L, =---.di. " Lu G : I ~::::;? k p . I ----~ l : ~ I ' I I I -I . I -r ~ flj § '--I ' == Ci'(V !-';~ 1--:;-Vi;_ SBJ:ii) PL-' :\11\.:."10 -U,vt.~1t ::,~1U N L '-' u l.. C ~ I Cass '!a1 a _.:2.!-1 u.~ Cacfs bad , '"' , _ s t::.~ 2o19~.;J'.co.e..2<>i1 -""'?' 1--\ S 291'9 --cll)3 _ ~- & n_. ·'-A-At/' os/n_/?EU AutoNation. SPARC+ = Graphic Scale: 1 inch = 32 feet ~--■ ■ ■ ■ ~ 0 32' 96' -=--------=--= -==== CANNON RD I , ·. I ; I CD OJ ~3 I 0:, I 7 CJ -~ ' i:3 ® ® co ® •· - I --+----r, --+---- ------ 1 : ~~~~---"".,,: •--1!1-l~i I ' I/ I : I : I / I , I ,' I : ;.: , -·--------r -~-I ~---d-~,._d -~ _h= _i±_:=!;;; _::a± _d _~ -~ -~-~~~:p-,/'..' : I ~ ---:---';' 5 ~w 0 "' a:: r·•-------I-•·•--J· ----/ti: a5 CUSTOMER PARKING - ' I I : • ' ' . : - AUTO CENTER CT 128' " ' SITE PLAN LEGEND EMPLOYEE EATING AREAS NOTES: NOTE SITE Pll\N JS FOR REFERENCE PURPOSES ONLY -DO NOT USE THIS SITE PLAN FOR CONSTRUCTION. REFER l'Q SURVEY & CML DRAWINGS FOR SITE RELATED DESIGN, SCOPE & CONSTRUCTION DETAILS. As per CMC Section 21.34.070(3). Employee eating area - A minimum of three hundred square feet of outdoor eating facilities shall be provided for each five thousand square feet of building area. Total area for Employee Eating Areas: 65,350/5,000 = 13.07 13.07 x 300= 3,921 SF minimum required. ■ INDICATES BUILDING & OR STRUCntRE EXPANSIONS, U.N.O, -1st Floor Breakroom 588SF 893SF 2,440 SF INDICATES WJDSCAPES AREAS, NOT .J PAVED -2nd Floor Breakroom -outdoor Eating Area Tota l area proposed Employee Eating Area = 3,921 SF provided. L INDICATES PAVED AREAS, CONCRETE & OR ASPHALT INDICAlES SLIP RESISTANT PORCELAIN --1 FLOOR TILE (FL·3) INDICATES PERMEABLE PAVED AREAS WITH HERRlNGBONE PATTERN (f l-13) EASEMENT PHOTOVOLTAIC PANEL SYSTEM NOTES: The photovoltaic ordinance in Carlsbad Municipal Code chapters 18.21 and 18.30 requires all affected projects to install a photovoltaic system that meets one of the following minimum size requirements: Install a photovoltaic system with a minimum of 15-kilowatt per 10,000 square feet of gross floor area. For buildings under 10,000 square feet, a minimum 5-kilowatt photovoltaic system must be installed or ---------FlRE LANE PROPERTY LINE Install a photovoltaic system that offsets 80 percent of the building's electrical demand. -------Based on lSkw per 10,000 SF of gross floor area: 65,350 / 10,000 = 6.5 6.5 x 1Skvv = 98kw PV system required KEYNOTES A B C D E F G H I J K L M N 0 CAPISTRANO ALHAMBRA #3555 ROOF TILE {RT-1) AT A 19' -6" FLOOR CLEARANCE. ROOF TILE REQUIRED BY CITY. BMW PYLON SIGN. G.C. TO COORDINATE POWER AND INSTALl.ATION W/ SIGN VENDOR. BMW PYLON SIGN TO BE PERMITTED BY OTHERS. PHOTOVOLTAIC PANEL SYSTEM AT PARKJNG DEO< OUTDOOR EATING AREA EV CHARGING BOLLARDS, SEE ELECTRICAL. ADA PARKING SIGNAGE MOUNTED ON CONCRETE BOLLARD PER OVIL PROPOSED DIRECTIONAL SIGNAGE. G.C. TO COORDIN ATE INSTALLATION W/ SIGN VENDOR. BMW PYLON SIGN TO BE PERMITTED BY OTHERS. BMW LOGO SJGN. G.C. TO COORDINATE POWER AND INSTALLATION W/ SIGN VENOOR '!"RASH ENCLOSURE, SEE DETAIL@ A101 PROPOSED LIGHT POLE, SEE ELECTRICAL PROPOSED BIORETENTION PLANTER, SEE CML PROPOSED FIRE HYDRANT, SEE CIVIL PARKlNG STRIPES TO BE PAINTED DIRECTLY ONTO PAYERS. SERVICE WORDMARK SIGN G.C, TO COORDINATE INSTALLATION W/SIGN VENDOR. BMW MONUMENT SIGN. G.C. TO COORDINATE POWER AND INSTALLATION W/ SIGN VENDOR. BMW MONUMENT SIGN TO BE PERMITTED BY OTHERS. APPROVED THIS 1S THE APPROVED TENTATIVE MAP/SITE PLAN FOR PROJECT NO. _____ PER CONDIT!O'J NO. ~- ?LA..'1'1NG DMSION OAT£ ENGINEERJNG Dl\'ISION DATE AREA SHOWROOM DISPLAY CARS NVD CPO SALES MANAGERS F&l SALES TOTAL VEHICLES TOTAL SHOWROOM ADMIN BACK OFFICE APPRAISAL ROOM BDC TRAlNlNG TOTAL ADMIN. SERVICE WORK STALLS ALIGNMENT WASHSTALlS TOTAL WORKSHOPS SERVICE DRIVE SERVICE ADVISORS TOTAL SERVICE PARTS TOTAL PARTS PARKING TOTAL PARKING TOTAL AREA TOTALS LOT SIZE BUILDING TOT Al LOT + BUILDING Commercial De pment Resources PROJECT ANALYSIS -BMW REQUIRED PROPOSED COMMENTS 8 8 2 2 2 4 3 5 9 14 17,35S 3,437 60 58 1 2 2 5 INCLUDES TV.JO PROGRAM STALLS 63 65 2,550 5,100 12 16 35,445 11,115 9,113 461 316 115 ON SITE, 201 ON ROOF DECK 65,350 SF PARKING NOTES: Sales/Showroom: One parking space per 400 square feet. Twenty percent of required stall shall be designated as customer parking (i.e. stripped/signed). Repair/Service: Four spaces per work bay for the first three bays. Two spaces per bay for each bay in excess of three. Work bays shall not count as parking spaces. Parts: Customer parking -one space per 1,000 square feet of gross floor area for auto parts in addition to one space per 1,250 square feet of gross floor area for auto parts to be used as employee parking. Parking spaces designated to comply with customer/employee parking requirements shall not be used for display area. PARKING REQUIREMENTS SALES/SHOWROOM AREA PARKING REQ, CUST. PARKING EMPLOYEE (SF) ( 1 for every 40D SF) (20%) (REMAINDER) 17,355 SF 17,355 I l!00 = 44 9 35 REPAIR / SERVICE PARKING REQ. WORK BAYS (4 for first 3 bays, TOTAL 2 per bay in excess of 3) 6S (4x3) + (2x62) -12 + 124 136 PARTS AREA PARKING REQ. PARKING REQ. (SF) CUSTOMER EMPLOYEE TOTAL 1 per 1,000 SF 1 per 1,250 SF 9,113 SF 9,113 / 1,000 -10 9,113 / 1,2so = s 18 REQUIRED PROVIDED CUSTOMER PARKlNG 19 30 SERVICE PARKING 136 142 EMPLOYEE PARKING 39 43 TOTAL 194 215 PROVIDED PARKING ~ CUSTOMER PARKING 30 > ~ Cl INVENTORY PARKING 73 z "' EV PARKING 6 0 cc ADA PARKING 6 " SUBTOTAL 115 ~ w EMPLOYEE PARKING 43 ii; SERVICE PARKING 142 ~ ~ INVENTORY PARKING 2 8 14 cc EV PARKING SUBTOTAL 201 GRAND TOTAL (PHASE 1) 316 FUTURE INVENTORY PARKING 185 (PHASE 2 PARKING DECK 2ND LEVEL) I SHEET II C ITY OF CAR L SBAD! OEVELOPMENT PERMIT FOR : BMW OF CARLSBAD PROPOSED SITE ADDRESS: 1060 AUTO CENT ER CT . 4/15/2019 CARLSBAD, CA 92008 SHEETS A3 .0 0 [O a: 0 LL 1-- 0 z ' z 0 -1-- 0 ::J 0: 1-- C/] z 0 0 0: 0 LL 1-- 0 --;, I ' PARTS AREA IS REQUIRED TO BE A BIN SUPPORTED MEZZANINE IF PHASE TWO PARKING LEVEL IS TO BE CONSTRUCTED Graphic Scale: 1 inch :::: 16 feet ~--■ . . . ~ 0 16' 32' 48' 64' PARTS Second Floor Plan 1/16" = 1'-0" First Floor Plan 1/16" = 1·-0~ \ ADMIN □ \ \ \ \ \ \ - TRASH ENQOSUR.E'--...__ ~ > {_ 3 DETAlL ' 2 PROGPAMMING I CARWASH . (D Line ot canopy abo'Je @ Entry @ Receptloo @ Ddvlng Gallery SHDWROOfl..1 @ 350 SF pe!' Vehit:le rl,in. @ Color & Trim Selectio:, Dis;,lay ® Client Advisor @ Accent car w/ Slice Wall (?) Coosutt.iticn Desk. w/ VPP @ Showroom Doors ® EPOS @ Conference Room - 58 LIFTS/ 2 ALIGNMENT ~ Customer Lo.mge @ Isett.a&,- @ Accessory Display @ Men's Restroom CUSTOMER LOUNGE '® Women's Restrocm @ Pats Ca.mter @ SJ<yligh1 .rove - u @ Genera' M,mager Office @ sales Manager Office @ F&l Office @) Ne.-1 Vet;icJe Delivery SERVICE IVANAGEMENT ® CPO Manager ornce @) Files @ BDC @ Office -BREAKROOM -560SF] = = SERVICE DRIVE @ Service Drive @ Ser-.ice Advisa @l Service Manager Office @ W a-ranr1 Aemin1stration I\ ® Service Shop Area @ PrOOuctive Werk. Stalls @ Programming Bay @ Wheel AJ!Qnment Bay . --,--, I I --+ --! I I I 1--+ -➔ I ::i l\bsr=;==sl-- 'C , PARTS MGR I\ t ,,,..., ---- A Cl @4)1 A LJ • A - I::::: f-- @I Detai:ln;;i Bay 0 Special Tools Room r@ Parts @) Parts Delivery I I I I I I I I . I I - BREAKROOM 260St ili ;:iIJ -[]_.J: -':";' f1 ' ( t,~~~ -'@ LJ -A ~t:/_ UL uL1 er ©-fl lll OT Uc.J~L .J l1 I Cl ·-n APPROVED THIS IS THE APPROVED TENTATfVE MAP/SITE PLAN FOR PROJECT NO. _____ PER CONDITION NO. __ PLASNL'1G DJVISJ0:-1 DATI ENGL'IEERlr-:G Dl'-1SION DATE l 1 Cl Commercial Development Resources 4/15/2019 SERVICE AREA @ RestrOO'Tls @ Tecmici3n Loc:l<ers @ Breakrocrn @ c,,un . . • 0 J f] I I I I I I I I I L_i.____, r-Hr,1- 1 I U 1, I I I I I I I L C 0 OCCUPANCY CLASSIFICATION LEGEND 0 PARTS 0 SERVICE □ SHOWROOM _J LJ -::J LJ ( 0 -----@) ® f'l-'l"'t' 1"1"" 1111111 JI ...i.-1r,-1. ~ I I I I I I I I Cl 0 -- rn p ' C b I I I I I I I I _J =□d: :...0 QI;;;: i_L.._. 1 c._ ___ .,...~-"------e SHOWROOM ® ,_ ® C © p w I SHEET II C ITY OF CARLSBAD! DEVELOPMENT PERMIT FOR. BMW O F CARLSBAD FIRST FLOOR PLAN ADDRESS 1060 AUTO CENTER CT. CARLSBAD , CA 92008 SHEETS A4.0 0 CD a: 0 LL l-o z z 0 1---u ::J a: I- (/) z 0 u a: 0 LL l-o Graphic Scale: 1 inch = 16 feet ~--■ Ir■ ■ ~ 0 1S ~ 48' 64' - tJ 17 I :::J - ~ 32 185 PARKING SPACES ' 10 n ' I ' I -'.J r . I I n n NOTE: SECOND LEVEL PARKING IS A FLJTIJRE PHASE. INTENT IS TO BUILT FIRST PHASE: SHOWROOM, SERVICE AND ROOFTOP PARKING. - - 60 INVENTORY 52627 SF 1/4" / 1'-0" - 16 I I I I I ~ - I I I I I I I 11 I I - :::J 40 :::i : I n 10 __JI ~===;;, Kl-OJ[]If ~=., H o8c855El =,' -DLODGF[ ~= 1 1 HJJDO□[G {]JDOJ□□L =, {]~~ , {JCJ□□□]L i. ~=_i rCJ[□□□I I ? 01 □DJLL ? ~~:11-llDDJD 'rCCDDJ□G -~~~~ [□□□JCPl_ -CODJJ[[} , uDDJC]Il ~= O□DJC[I} ~~: ~G ~=•I {]□[]□□[□] {JJ[J[J[J[H~ ~=, -□□□□□□~· if- ==1 ={]][]LlO□ . ' -□□□[□□q 17 =='I_ I {IJJ□ITTl1-1 f {][]Jo□□[· I -□□[□□[[f : =CJ□cITJCa □JD□□□[~ ~-PHOTOVOLTAIC ENERGY SYSTEM (6,lOOSF APROX) SEE PHOTOVOLTAIC PANEL SYSTEM NOTES ON SHEET A3.0 All.EA PROVIDED TO ME=!" PHOTOVOLTAIC OUTPUT REQUIREMENTS I I I f =0J□□□rn1~ r---------tr-------f------tr-----;---------J ! KJJDDD=q I I ' APPROVED THIS rs THE APPROVED TENTATlVEMAP/SITT PLAN FOR PROJECT NO. ____ PER CONDITION NO. PI...A.."<"'ING DMSION DATE ENGL'\,'EERING DIVlSION DATE Convnercial Development Resources 4/15/2019 I SHEET 11 C ITY OF CARLSBA9 DEVELOPMENT PERMIT FOR: BMW OF CARLSBAD ADDRESS: 1060 AUTO CENTER CT. CARLSBAD, CA 92008 SHEETS A4.3 0 ((l 0::: 0 LL f-0 z z 0 f- 0 :::J 0::: f--- (f) z 0 0 0::: 0 LL l-o .. , MATERJAL NOTES @ PAA.EX EIFS. WHITE @ MISSION CLAY (RED) BARREL TILE <D EIFS WlNDOW TREATMENT COLOR TO M/.TQi 1..IMESTONE TYP. <I) EIFS CORNICE COLOR TO MATCH LIMESTONE TYP. @ LIMESTONE Cl.ADDING EXTERIOR WAINSCOT . ··@· ARCADE ••. © DOOR DETAILS, ROlL UP DOORS TO HAVE FROSTED GLASS. TIP @ WROUGHT IRON LANDSCAPE LATTI(!= CAR COUNTRY CARLSBAD AUTO FACILITES DEVELOPMENT STANDARDS B. BUJLOING COVERAGE Buildirig cover.lfje ~.tll not exceed 25 p,:r=it WVt'f.tge of &!Ch project site area. Allow,?l:11e totil build1ri9 Coverage m.iy be incre.i~ to SCl'l'o when a parking Wucture Is !ndUded as a part of a Site Dev,lcpment ;>Ian C. BUJLDIN(; HEIGHTS For dw,l~inencs-westof Paseo Del Norte, bu~dlng heiglits stiall be re!.tricted as follows: Parking Structllres -three storie-; and 35· mcJ:ximum to top of roof deck, as shown in Figure 2·2, Height protrusion:; up to 45' are allowed per Ql!C D. AROffTECTURAL DESIGN ANO MATERIALS The d~n of exterior building elements and fencinQ shall be of a Spooish or Mec::iterran,an architectural i;tyle. The texture, ~olor, and materials used shall-be · · • ~<!•ITlOflipuS wit(! _tt:,e ?P.<'.n!sh or Mt,ditl:'rr,mean motif. The quality □f desi;in and . -· tt,e ~ection oi materials and colors 5h~U be rel'iewed and approved by till: appropriate dedsim•making authority. · Al structurc:s·loaited in1hc Car Country "1'C::J sfiall comp~ with tnc foBowimi design mndarZ: - Exterior Vl'alls shalt incorporate design elemer,ts that are consistent with tt,e 5p.inisn or Mediterranean architectural styles, Ex3mp~ cfthl!Se elements indude, but are not linited to, slump stone 1100bc, stucco, arches, arc.;des, com1c:es, corbels, b.llustrades, fountains, ::ind door/window details. Altl:'fnative design elemert:s and m.iterials may tJ., incorporated into tt,e ;rchitccturc subject to the dctcrm!nation that the elements arc four,d to be cons.istent with the Span;sh or Mediterral"\ean st'f~- 2. All build:ng5 ~all ha\·e an ext21'ior color consistent Vl'i!'.h t!ie Spanish 11nd Mediterranean architectural styl,s. Tne use of warm, muted earth tones is reciuired. · ·• - 3. If a roof e~~nt i!; incorporated into the OOikling design, the roof 51.!II lnd1.1de ';r rTlission clay b.:rrel tile or $-tile design ofterrJ cott.:i coloring i.e. rro El Camino blend, or Berna.rdo blend. .;_ All ~I~ ~~l~~p'<!OOrS ·in buikliig extenor to be frosted glil!SS S. AJI doors and windows 0,1 a:1 elevations to have as· -t2" deep reveal. , 133' -6" ~' T.O. PARAPET rl•. 104' -O" ,, ' B -< A Proposed Elevation -East 3/32" = 1'-0" , 149' • O" T.O. ROOF 136' -3" T.O. PARAPET & 132' -0" ' T.O. PARAPET I CD>-------!!~·• I ~ 104' -O" -~ "' Proposed Elevation -North 3/32" = 1'-0" Graphic Scale: 1 inch= 16 feet a 16' □ A • 32' COLOR PALETTE TERRACOTA RED DARK BROWN IRON BLACK LIMESTONE SMOOTH WHITE G 48' 8 64' CMC 21.46.020 ALLOWED PROTRUSIONS ABOVE HEIGHT LIMITS SHALL NOT EXCEED A HEIGHTOF45'.\ 142' -4" 1 PROPOSED GRADE 137' -411 PROPOSED GRADE i MAX. BUILDING HEIGHT BASED~ ON CMC SECTION 21.34.070-A IS 35FT TO THE TOP OF THE ROOF DECK. 102' -4" & PROPOSED GRADE "' I 1' -O" . .. -/-/- Reveal Parking Deck Section ... , 136' -3" .. , 132' -O" ,_ -- ' -,. -l · · I ' ' --I G C CD cb cb Note: Signage depicted in the elevation::; on thi::; ::;heet is for reference only. Approval of these elevations does not constitute approval of sigr,age size. content. or location. 1/8" = 1'-0" F ' I ' A .. L \NROUGHT !RON LANDSCAPE LATTICE 41 Door Reveal Axon A F I I • ' i • I ' I A > '-..!L)-- B A • II . i PARAPET---~ . "" LIGHT FIXTURE .. MOUNTEDAT4'.~- TOPOFDECK~ sl Light Fixture@ Parking Deck '•• ... -·--< B ----------- u ll II ti ti '\ ~ _,l D APPROVED I ti !j rr===, I , I __ THIS IS THE APPROVED TENTATM MAP/SITE PLAN FOR PROJECT NO _____ PER CONDITION NO. Pl.ANNING OMS!ON DATE ENG!},,'l:E:m-G Dr.JISION DATE I C 149'-.0~ 111 ,, T.O. ROOF B ~ z ~ m z i 0 ' • D > 104' -0" ,.._ = C :; = G m z ~ z Q ~ ~ ~ ~ 0 f .OP Commercial Dev pment Resources \ 4/15/2019 127' -.4" ~ T.O. PARAPET 110' -.10\ I SHEET 11 C ITY OF CARLSBA9 DEVELOPMENT PERMIT FOR .. ... BMW OF CARLSBAD .. .. ·--.. PROPOSED ELEVATIONS ADDRESS: 1060 AUTO CENTER CT. .. •, .. ' .. CARLSBAD, CA,92008 .. . ... . ... ... . . SHEETS AS.O 0 Cl'.l 0.:: 0 LL l-o z z 0 l-o ::::, 0.:: 1-(/) z 0 <) 0.:: 0 LL l-o MATERIAL NOTES © PA.REX EIFS. WHJTE © MISSlON CLAY (RED) . . ... BARREL TILE © LIMESTONE QADDING .. , .. E:qff:.]OR WAINSCOT ([)J\RCADE <I) EIFS WINDDW TREATMENT COLOR TO MATCH LIMESTONE "NP. <I) EIFS CORNICE COLOR TQ • -.... MATCH llMESTOII.E TYP. © DOOR DETAlLS, ROLL uP·ooo.~ TO HAVE FROSTED GLASS. TIP. @ WROUGHT IRON lANDSCAPE LAmCE CAR COUNTRY CARLSBAD . AUTO FACILITES OEVELOPMENT STANDARDS · · a, aull.D1NG 'tovER.AGE · Building'CO\'!"fage 5hall not eKeec! 25 percrnt ro.oef<lge of each project ste area. · AIOWable tot.ii building coverage may be incre.:ised to 50% when a parl«ng --struc;:t~re is_ i:iduded as a pan: of a Site Development Pbn. C. BUILDING HEJQiTS For dell'=lopmer,ts west of Pasai Del Nerte, building heights shan be restncred as follows: Parking Structure. -three sr.ci-iel ill1C 35' maximum to top of rrrl deck, as shown in Figull" 2•2. He~ht protrusions up to 45' are allowed per CMC D. ARCHITEC11JRAL OES!GN AND MATERIALS The design of exterior building elemel\t:s and fencing $hall be of a SpanS'I « Mediten.m_e.an. architectl.lral style. The texture, color, and materii!ls u_sed shall be · · · · · · l"Ei-ri,Ollious·wlth the Spanish or MCOiterraneiYI motif. The quality of deskin arid · · · tile :;election of materials and colo~ shill be reviewed and approved b')' :he appropriate decisicYt-maklng a1..'thority. All structwe. loc.ated in~ Car CountTy area shal comply with the folbwmg design :,tandilrds: Exterior wals stiall incci-porate design elements thi!t are <onsistent with the Sp;mish or Mediterranean architectural stvles. Examp~ of these elttnents in dude. but are not limited to, slum:, stone adobe, stucco, arcnes, arG3d~, cornices, corbel$, baklstrades, fountains, and door/window . de.tails. Alternative design elements and materials may be lna:rpora~ · into the architecture subject to the determination th.at the clements arc . founo fo be·<oosislent with the Spanis:h or Mediterranean styles. 2, All_buildITTQ~ mall have 311 exterior colCJ" consistent with the Sp.1nish and . Mediterranean architectural styles, The use of w.:irm, muted c.:irth tones is required·. · · ... "3, •lf•a roof elemei"\t is incorporated into the building desi9n, the roof shall include;; missitri day barrel tile or S·tile design of terr.i <otta eolori"lg i.e. red 6 Camino blend, or Bernardo blern:L 4. AU gl.:is:; roll-up doo~ in bu~ding exterior to be frosted glass. 5. All doors and .,..;rldows on all elevations to ha.-e a 8' • 12" deep re-.cal. -. 127' · 6" ...,,. T.O. PARAPET F i cb C ' 144' -3" T.O. ROOF B A i cb I I CD 1 i I I'"' CD ,._ ' - , ~OPE' = ' ' ' I 1-, I I :; ~-----PV PANELS ---;,-. ;:--::--00001 u ' 136' -.3"~ " T.O. PARAPET -CD .... ii 132' -_o~•- T.O. PARAPET 6• ~ ~ r -0• • CD I -~ " " ~ " " ., ,-~ ' , k 104' -O"._ ~ - -H -I -1 ' ' -',--i~ I ' (E, A B (E, 119' ·3" ~ -----==-== --- ,;p,,··"''*'' ,,,b«.@tiJ -· --a_g 'I---~10 .... 3' · .... O" ~::::::!=~j ;;;;l.···--·=-;;;:;;· ~==·· -=-===·•-;_;f•:~:!'~.:~~j~~i jig!~i~{g_gJtf ~~:;;~t;;.;:;:;:.1.1:~f~~-~;:'~irb1:1 _______ ____.:. ______ nL '.L. ___ .L....!.Jm.....!,_s .1.1 _r,L_!._,-=-_""==L___...!........:___!_...Li........!.......:......l_ _ ___.__...:._:_L.J_ ___ _j_ _ _:·_!.._..l!......;J_i ___ _j_/_ cb 103' • O" , "' Graphic Scale: 1 inch :: 16 feet ••• I ■■■~ 0 16' Proposed Elevation -West 3/32" = l'-0" 32' 48' 64' Note: Signage depicted in the ele11at1ons on this sheet is for reference only. Approval of these e levations does not constitute approval of signage size. content. or location. APPROVED THIS IS THE APPROVED TENTATlVE MAP/SITE PLAN FOR ~ROJECT NO. ____ PER CONDITION NO. DATE £'-Gf.';cEJlD.'G DIVISIO!",: DATI Commercial Dev pment Resources 4/15/2019 1 SHEET 11 C ITY OF CARLSBA9 DEVELOPMENT PERMIT FOR: BMW OF CARLSBAD SHEETS AS.1 PROPOSED ELEVATIONS CONT. ADDRESS : 1060 AUTO CENTER CT. CARLSBAD, CA 92008 0 Ill ~ 0 LL l-o z z 0 1-(J ::::> ~ 1-(f) z 0 (J ~ 0 LL t5 MATERIAL NOTES @ PAREX ElFS. WHITE @ MJSSIOI~ CLAY (RED) , ..•.•... SAR.Ra TILE <I) LIMESTONE CLADDJNG . • , , fXJl;~O.C. WAINSCOT <})ARCADE <I) ElFS V/INOOW TREATMENT COLOR TO MATO-I LIMESTONE TY!l <I.) ElFS CORNICE COLOR TO MATCH LIMESTONE TYP. @ DOOR DETAILS, mLL ui:>'op9~. TO HAVE FROSTED GLASS. TYP. CE) WROUGHT IRON l..MOSCAPE LATTICE CAR COUNTRY CARLSBAD . AUTO f'ACILITES DEVELOPMENT STANDARDS · • a, ~~~01NG ·covERAGE · Build,~!l Ul\'l:!filge stiall not exU'!:'IJ is perQ>nt rnver;,ge □f each pr□ject site ¥e<1. · Allowilblc tot.JI building cover~ge m.:ry be intreiJscd to 5[)% when a P<Jrking , -.. .str;up:~:~ !s. i,m:luded aS a part Or a Site Devel(llment Pl;m C. 3UILDING HEJGHTS For developments west of Paseo De! Norte, b!Jilcil'lg heights shall be restricted as full::wvs: ParkiriQ Structure; -three st::rie; and 35' m.11imum to top of roof deck, 11S shown ITT Figure 2-2. Height protru~on~ up t::1 45' .Jre allov,,•ed per CMC D. ARCHITECTURAL DESIGN ANO MATERrAlS The design of exterior bulldi'lg clements and fencing shall be of a Spanish or Me:!Jterranea.n_ architecrura! style. The cexture, color, and materials u.sed shall be harmll'1ious with the Spanish or M~iterr9ne.in motif. The qua ht-, of design and tne relection of materials and cclors shall l)e reviewed arid appl'Clled by the appropriate decision·making .ruthorily. All structures located in the Qr COuntry area shall comply with the fo!lowing desigri srandards Exterior w~lls shall lncorpcratc design clements thilt ~re c:onsi<;:cnt wth tne Spanish or M~iterranean ard"litectural styles.. Examples of these elements in dude, but arc not limited to, sJump ston-e: adobe, st1m;o, 11rchc5. ar::ades, cornices, corbels, balustrades, fountains, and door/winc'ow details. Alternative design elements cind materieli may be incorporated · inio the arcrl:tecture subject to the determination that the element?; are found to be·corisis;:crit witn the Sparlish or Mediterranean styles. 2, Al.build~s shall have an eKterior color cons:sterit with the Sp;lni~ and . Mect:terrarie;m architectural styles. The use of wa1m, .rutt::d earth tones is required·· · · · · · ··3; If a roofelemerit is incorpor11ted into the b\.lilding design, the roof shall Induce a mission day barrel t!le a-s-tile design of terracotta cola-irig I.e. red El Cilmino blend, or Sernardo b~nd, 4. All glass rcil-up doors in bi.Jildi;ig eittcrklr to be frosted glass. 5. All d001s ;irr:J wiro:fows on al elevatiore. to ha·,e a 8" • 12' deep re-,,eal :-: .-~ ----Red dashl.ne $1-.01115 existing grade. -..149'-0" T.O, ROOF 136' -3" T.D. PARAPET 132' -O" ~ -·.._ T .0. PARAPET A>-------¼-.. CD-------- ·-.. 104' -0" PROPOSED GRADE I .., 102' -O" EXISTING GRADE In acca-dance with 201& Cillifomia E!uilciing COcie diapter 406.5.2" For riatural venti!.xion purpose~, the exterior ~ide of the structure sha:t haw:: uniformly dfstributed openings CM'1 ~NO or m"'" sides. Thi, 2,-,,,a ri such opt:"nings in exterior wail~ on a tier shall be not less th~n 20 pen:cr,t of tne tol:ill perimeter wa:I .:irc.:i of each lier. The ~ggregate length of the openings rons.idere'd to be prmiding nJtural ventilation shall be not Jess thiln <IQ percent of the perimeter of tt,e tier. Interior =Ds sh,::ill be not le55 th.::m 20 percent open witn uniformly distributed .• , , opemngs. Table below snows the required 20% openings area for each side of proposed parking dec:k arid the 'opening area wth 5' and 4' p;i@pel. " · · · · · ' · • • · • · · · · • · · • · · PARKING DECK OPENING ANAUSIS PERIMETER WALL AREA NORTH: 1703 SQ.FT. SOUTH: 2118 SQ.FT WEST: l0905Q.Fl. EI\ST: OPEN 105' -0" 104' -O" " b "' M REQUIRED OPENING AREA 341 SQ.FT. 424 SQ.FL 218SQ.Fl. ... (c""' - / Proposed Elevation 3/32" = 1 '-0" L 110 OPENING AREA I OPENING AREA W/ 5' PARAPET W/ 4' PARAPET 290 SQ.FT. 421,~ .. FT. :m SQ.FT. .. · ,522 SQ.FT. 156 SQ.FT. 23'1 SQ.FT. --.. ... ···-,••-... DOES NOT COMPLY COMPLIES <ca I -~ • ~ East Phase 2 I , Proposed Elevation -North Phase 2 3/32" = 1 '-0" Parts Mezzanine Area Section 1/16" "' l'-0" " ·-t:===========;;llnt===:::J ,,----,_TT~~:--..,..-..,.._-.-..,.._ -· ... ~ t.~1 1r---....c......:-'-"--'~~__;_....'.....:.J! I '1 IU1jjj : ., m PARTS AREA TO HAVE A BIN SUPPORTED I MEZZANINE I I ? , ~ ,. ' I OPEN OPEN OPEN OPEN· I V ' r· . , I ' , , : I PARTS MEZZANlNE I I ..,,/------------------,- 1 ' AREA SECTION ' I L ___________________ J I 149' -O" . " T.O. ROOF I 1~ l;-----;11 , • u ij ti L&J,~ __ Se_iv_ice __ l' I l I • A ~ s ~ I J ,---q ,---, = • G C 137' -4" T.O. ROOF DECK MAX HEIGHT ALLOWED BASED ONCMC 2!.34.070(A) IS 3SFT TO TOP OF ROOF DECK --"-.A._)-D B -• u u I __J ------------ A -·--.. ;H oPEN __,. -~. a \ . • I• • I ----~--:--r---------------------------------------------------------------- D ~ < D /FVTURE PAAK'.NG DEVELDPMEITT ---- ------------- = = OPEN.:'. ---- p n: ;- i-.!:'>"":.',, D 1-:J' ROPDSED GRADE .. , -• -II 102' -O" -------------\-----EXISTING GRADE-' D '\______EXISTING GR.A.OE LINE -:OPEN :: ,OPE~' ;:::::=,::i;:J=j ~ . I_ ! :;::::::~::.::r.::::::;:::;::::::: :t:::tl =E::;:1-i-$ .OPEN ·-1,_ ~-~1j L _ ! 11 · _,.... --.-~-----..--.;.-c-i---1 ____, __._, I I ~,l I ; · ·.r+·•:;::: ±l 1 ,, .,! 138' ·.10" -' T.O. PARAPET 129' -,10" ~ T.O. PARAPET 110' -.10" 102' -A'" PROPOSED GR.A.DE ---",,.-L.___WROUGHT IRON lOl' -.O" ~ -~ -----------------------------LANDSCP.PE LATTICE-------------------------------------------------------------------------------------------------------------------------------------------------____ EX_I_STI_N_G_G_RA_D_E_-'_,_ Graphic Scale: 1 inch = 16 feet Coomercial Devetopment Resources LJI C ITY OF CARLSBA9 •••• 1••·~ 0 16' 32' 48' 64' Note: Signege depicted in the elevations on this sheet is for reference only. Approval of these elevations does not constitute approval of signage size. content, or location. APPROVED THlS IS THE APPROVED TENTATNE MAP/SJTE PLAN FOR PROJECT NO. PER CONDITION NO. 4/15/2019 PU\."<;',lNG OMSlON DAIT ENGINEERING DJVISION DATE DEVELOPMENT PERMIT FOR: .. BMW OF CARLSBAD --' . .. .. .. ADDRESS: 1060 AUTO CENTER CT. ... . . CARLSBAD, CA 92008 ....... ... ... . ... . SHEETS AS .2 0 co Cl'.'. 0 LL l-o z z 0 l-o :::, Cl'.'. 1-(/) z 0 0 a: 0 LL l-o MATERIAL NOTES @ PAREX EIFS. WHITE © MISSION CLAY (RED) , • . . . . BARREL TILE <D EIFS WltJOOW TREATMENT COLOR TO MATO, LIMESTONE TYP. © BFS CORNICE COLOR TQ MATCH LIMESTONE HP. <I) UMESTONE CLADDING _., /-;_--:._: Q:TE{UOR WAJNSCOT ~ARCADE @ DOOR DETAILS, ROLL UP.D90RS TO HAVE Fil05TEO GLASS. TIP. @ WROUGHT IRON LANDSCAPE LATTICE CAR COUNTRY CARLSBAD . AUTO FACIUTES DEVELOPMENT STANDARDS · · B, 3U1U>1N~ fovERAGE · Bvildi~g covcr.}gc sh.JII not e:,c:eed 25 percent coverage of E'.ilch prOject !.ite area. · Allowable tot.ii building coverage may ~ ino~as,,d to 5()% wht,n a pinking • --str:u.~!Jr~ !S. i_nciudcd .:is ;;i ~rt of .i Site Oe-.·el~ment P!Jn. C. 8\JILO!NG HEJGHTS For developments west of~ Del Norte, bl.Ji Kling heights shall be restricted .:is follovr.;: PJrking structures -three stories and 35' m.i~imum to !Op of roof deck, as shown in Figure, 2•2. Height protrusions up to 45' are a'lowed per 01( D. ARO·HTECTURAL DESIGN AND MATERJALS The design of exteriO:' building elements and fencing shal! be of a Spanish or Mediterranean architectural style. The texture, color, .ind m.itcrial:i used stlall be . ha~1o·us·W1th thE Spanish or Meditemme.m motif. The quality of desi]ri and .. the selection of m11terials and colors shall be rcv:ewed .ind OllPrO\'<:d by the .ippropriate de-;iSio:i-making .iut~.orlty. All structures located in the Car Country area shalt comply with the fofowing design s-..andards: Exterior wall!; shall incorporiltc design elements thilt are c011sistent with the Spa11iSh or Mcditcrranea11 architectural style£. Example!; of the£e elements indude, but are not lfllrted to, slump stone ildobe, '>Cucco. arches, arcades, co:nlces, corbels, balustrades, fc-,mt.iins, ;:md door/window detai:S. Alternative design elemena; and materials may be Incorporated · inio the architecture subject to the determ:nation that the elements .ire .. fo•.md fo be·cooSJstent with t'le Spanish or Mediterranean styles. 2, ~I.buildings shall hzve an exter'or mlor con5istent with the Spanish and , Meditcrr.inc.:in archi:ectural st;,les. n,e U5e of warm, muted earth toftES is rec:;uired.' · · · · • ··3; •!f.a roof.element is incorporaied imo the bulid!r,;i design, thE roof sh.ill include a miSSion clay barrel tile or S-t.1e design of tcrra cottti co!oring i.e. rec El camino Olend, er Semar:lo 'o!end. ",. ,\!I glass roll-up doors in Ouitding exterfOr to be fro.:ed glass. 5. All door$ and windows cri al! elevations to have a 8". 12" dee;:i reveal. .... ~ .-. ~-~ ':-' --Red dash'ine shows existinll grad e. -. 127' -6" ~ .. T.O. PARAPET ~ 6 s N 0 >--M >--g r < A .. i-. 103' -D" "' PROPOSED GR.ADE ' ; ' ' ' ' ' • -'>,------ 103' -O" / .. a.,i,'>-"EX=ISTl~~NG_G_RA_D_E ___ ~ Proposed Elevation -South Phase 2 3/32" = 1'-0" >-r 1,2 w r " "' z "' i:i ~ ~ s "' x ~ ~ T.O. ROOF 138' -2" -$-T.0. PARAPET 132'-1· A -~T.0. PARAPET-------------------------._, 103· -o· iS' P;!.OPOSED GRADE B A _.:.~"'OPEN - -. - . ---------·1 ----------------------------------------- ', EXISTING GRADE I Proposed Elevation -West Phase 2 3/32" = l'·0" Graphic Scale: 1 inch :: 16 feet ~--■ . . . ~ 0 16' 32' 48' 64' Note: Signage depicted in the elevations on this sheet is for reference only. Approval of these elevations does not constitute approval of signage size. content. or location. 1/4" / 1'-0" I I ! ! 1 1: I: .I -□PE I I r I I . I I • __J r -l 1 I CD : '.:OPEN = --- I -• :OPEN :OPEN --. n ------------------------ --._..,._ /FUlURE PARKING DEVELOPMENT / I ,=, ---i -~~ _) t :::..J l r ' l __J, t f' l OPEN ,_ I I I . •• 139' -O" ---=r--T.o. Roo_F_D_E_c_K _________ ~\ MAX. HEIGHT ALLOWED BASED ON CAR COUNTRY SPECIFJC PLAN, \ SECTION 21.34.0?0(A) IS 3SFT TO TOP OF ROOF DECK . ...:;;;;,,;;_,,• ", ,;:....:.::. ,, f' . -,, ~ ??~~i~1 ,, ... , ...... \ . : OPEN : APPROVED THJS IS THE APPROVED TENTATIVE MAP/SlTE PLAN FOR PROJECT NO. _____ ,PER CONDITION NO. PUN)<lNG Df\/lSION DATI: ENG!NEDtl).'G O!VlSIO:-." DATE I I . u u tl " -+ -:=. - -'-::-:ti :...-i':"" I CD ------PV PANELS / • " I ""t ! .. ,,----------""'F / A ; 'l I I l I 136' -3" T.O. PARAPET"" 132' -.O" T .O. PARAPET" 105' -O" EXJSTING GR.A.OE -' 104' -.0" · ~ . PROPOSED GRADE~ • 141'· 6" ~--------------T.O. PARAPET~ .-.. --./ • A A Conwnercial Deve«lpment Resources 4/15/2019 119' ·3' L03' -o· PROFOSED GRADE \ 103• -o· ~ EXISTING GRADE 1 SHEET 11 C ITY OF CARLSBA9 DEVELOPMENT PERM IT FOR: BMW OF CARLSBAD ADDRESS: 1060 AUTO CENTER CT. CARLSBAD, CA 92008 SHEETS AS .3 0 Ill Q'.'. 0 LL f- 0 z z 0 f-0 :::) Q'.'. f- (/) z 0 0 Q'.'. 0 LL f-0 11 Exterior Axon 1 / 21 Exterior Axon 2 APPROVED THIS IS THE APP FOR PROJECT NO. ROVED TENTATIVE MAP/SITE PLAN PER CONDITION NO. PL\.'\1-'ING 01\'1S!ON DATE EN GI};"EERING DJ',lSJON DATE M,,'>0.'0'.,,,..~~~~ '----" -~ "'""'"'"" ~ ', ~-~ ' ~-- Commercial Oevmpment Resources 4/15/2019 ' ' ~ --- I SHEET 11 C ITY OF CARLSBA9 SHEETS A6.0 DEVELOPMENT PERMIT FOR· BMW OF CARLSBAD PROPOSED AXONOMETRICS ADDRESS· 1060 AUTO CENTER CT CARLSBAD, CA 92008. 0 (I] 0:: 0 LL l-o z z 0 l-o ::::, 0:: 1-(f) z 0 0 0:: 0 LL I- 0 /' 21 Exterior Axon 1 Ph ase 2 ~::::::=-~::;:::~\! ~ /~ "" / "' ' -~ -~ ~ ~,~ "' . "" ~ ', /, ,ft /, rf/A ~p~ ft ' ~ ,,# ,/ ,dffiY /' /~✓- "" ~ 6" ✓-✓- ,,,, - , "" y / 1/ // ~· ~ _,'.,, // ,, I /' / ~ ~~ 1/'~<: ,~ ~ V -,~¾.~ ~-~~~ ~-<,/ V ~ ' I~ .%PM "'~, ~~~ ' ,A'P ~ ~-~ I """-~ ~ fl erior Axon 2 Ph 11 Ext · ase 2 THIS ISTHE APPROVED FOR PROJECT NtPROVED TENTATIVE · p MAP/SITE PL ER CONDITION NO. AN ?Ul.'-1\1NG DJVISJO:,.C OATIS EKGD.URING DIVISION DAIT ,,.,,r· "~ "'-/ ~' '~~~ ~ ' ' ' ~ " -~ ~' = ~ ~ .,,__.--= " ~~- 0?<..-"""'· "'-~ ~"'-- ' ~ ' • ' 4-:: 0 co 0:: 0 LL l-o z ' z 0 t> ~ 0:: ~ z 0 () 0:: 0 LL Commercial Deveiopment Resources I sem i C ITY cj OF CARLSBA9 I SHEETS I DEVELOPMENT PERMIT FOR: BMW OF CARLSBAD 4/15/2019 1060 A~DDRESS: CARLS~~gECNATER CT. , 92008 "DECLARATION OF RESPONSIBLE CHARGE" / HEREBY DECLARE THAT I AM THE [NG/NEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CA TIDNS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: ___ __,,C"'O"'M""M£=R,..,,C"-/A,,._L_,D"'E""V£==L'-"'OP'--'M""E"'N-'-T-'-R=E=SO=U"-'R""CE=S~ ADDRESS: --~4'-"12"-'1-"'W£==Sc.cTE=R=L~Y...,_P=LA~C=E~#~1~12~---- T TE NEWPORT BEACH CA 92660 CITY, S,A :·-~=~~~~~~=~---- TELEPHONE:-~9~4~9-~6~1~0-~8~9...,_9~7 _______ _ BY:------=~~~---DATE: ____ _ AARON ALBERTSON, P.E. R. C.E. NO.: 65513 REGISTRATION EXPIRATION DATE: 9/30/21 SOILS ENGINEER'S CERTIFICATE /, _________________ , A REGISTERED (CIVIL/ GEOTECHNICAL) ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DA TES OF --~~~~~~-• 20 __ AND ________ , 20 __ . TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STIJDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. SIGNED: G.E./P.E. NO.: ____________ _ DATE: ______________ _ LICENSE EXP/RAT/ON DA TE: OWNER'S CERTIFICATE I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE- REGULA TED SWPPP, I (WE) ALSO AGREE A QUALIFIED SWPPP PRACTITIONER (QSP) HAS BEEN OR WILL BE RETAINED TO SUPERVISE IMPLEMENTATION OF THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCT/ON ORDER AND MUNICIPAL PERMIT, LATEST VERSION. (PRINT NAME BELOW LINE) LEGAL DESCRIPTION THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF CARLSBAD, IN THE COUNTY OF SAN DIEGO, STA TE OF CA, AND IS DESCRIBED AS FOLLOWS: LOTS 2 AND 3 OF CARLSBAD TRACT NO. 87-3, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CA, ACCORDING TO MAP THEREOF NO. 12242, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, OCTOBER 28, 1988. APN: 211-080-11 PROJECT LOCATION ASSESSOR'S PARCEL NO. 211-080-11-00 SW CORNER OF CANNON RD INTERSECTION W/ CAR COUNTRY DRIVE. 1060 AUTO CENTER CT, CARLSBAD, CA 92008 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY FIELD SURVEYING METHODS FROM INFORMATION GATHERED ON 04/11/2018. BY ATLAS GEOSPA TIAL. REFERENCE DRAWINGS DWG NO. 304-5 INDEX OF SHEETS CIVIL 1 TITLE SHEET 2 EXISTING TOPOGRAPHY-FOR REFERENCE ONLY 3 DEMOLITION PLAN 4 SITE PLAN 5 GRADING PLAN 6 ROOF PARKING DRAINAGE PLAN 7 SITE SECTIONS 8 PR/VA TE STORM DRAIN PLAN 9 PR/VA TE UTILITY PLAN 10 DETAILS & TYPICAL ROAD SECTIONS 11 BMP & HMP DETAILS 12 DETENTION SYSTEM DETAILS 13 TENTATIVE MAP EXHIBIT 14 FIRE MASTER PLAN 15 PHOTOMETRIC PLAN ARCHITECTURAL A3.0 PROPOSED SITE PLAN A4.0 FIRST FLOOR PLAN A4.1 SECOND FLOOR PLAN A4.2 THIRD FLOOR PLAN A4.3 PARKING SECOND FLOOR A5.0 PROPOSED ELEVATIONS A5.1 PROPOSED ELEVA T/ONS CONT. A5.2 PROPOSED ELEVATIONS CONT. A5.3 PROPOSED ELEVATIONS CONT. A6.0 PROPOSED AXONOMETRICS A6.1 PROPOSED AXONOMETRICS PHASE 2 A7.0 PERSPECTIVES LANDSCAPE L -1 EXISTING LANDSCAPE PLAN L-2 CONCEPTUAL LANDSCAPE PLAN L-3 PLANT LEGEND & NOTES L-4 CONCEPTUAL WATER CONSERVA T/ON PLAN L-5 HYOROZONE DIAGRAM DATE ------------------------------- \ --------------------------- / .. ; . . . . . . .· t ' . ( ""r:i_:· 'fiF::.:::C·· ~ ::;.._ -~-. ---- I j I / ,/ , PROPO.SED SERVICE CENTER -------------------~----~----~----~----- PROPOSED SERVICE CENTER SITE MAP SCALE: 1"=40' ,..__ PROPOSED SHOWROOM I I 40 I ---------- I . I I I I 0 40 I I GRAPHIC SCALE SCALE: 1" = 40' I 80 I POST-CONSTRUCTION BMP TABLE STORM WATER REQUIREMENTS THAT APPLY: ~ STANDARD STORM WATER REQUIREMENTS PRIORITY PROJECT REQUIREMENTS TYPE DESCRIPTION OWNERSHIP TC-40 MODULAR WETLAND PRIVATE W/ U/S DETENTION TC-32 BIORETENTION PRIVATE W/ U/S DETENTION SD-20 PERVIOUS PAVERS PRIVATE TOTAL LOT AREA -161 50.l' Sf TOTAL DISTURBED AREA = 161,503 SF (THIS AREA INCLUDES BUT IS NOT LIMITED TO Orr-SITE WORK INCLUDING PUBLIC IMPROVEMENTS ANO TEMPORARY DISTURBANCE SUCH AS VEHICLE ANO EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS ANO SLOPE KEYWA YS) EXEMPT FROM HYOROMOO/FICA TION? ~ YES (SEE SWQMP FOR OOCUMENTA TION) NO MAINTENANCE SHEET NO. MAINTENANCE AGREEMENT FREQUENCY BMP MAINTENANCE 6, 11 AGREEMENT BMP MAINTENANCE 8, 11 AGREEMENT BMP MAINTENANCE 10 AGREEMENT APPROVED SDP 2019-0005/CDP 2019-0013 DEV 2019-0198/MS 2019-0003 PROJECT SITE VICINITY CITY OF OCEANSIDE HIGHWAY 78 PACIFIC OCEAN MAP 0 CITY OF VISTA 1'<" ,'f,~..'.;:RD~Acil,~----J....--'?O'I-"-~ )?-<:, '<-0 CITY OF SAN MARCOS GA CITY OF ENCINITAS OWNER/DEVELOPER AU TONA TION 200 SW 1 ST A VENUE, 14 TH FLOOR FORT LAUDERDALE, FL 33301 CONTACT: CLIFF POWELL CONSTRUCT/ON & DEV. MANAGER EMAIL: POWELLC1@AUTONA TION.COM CML ENGINEER COMMERCIAL DEVELOPMENT RESOURCES 4121 WESTERLY DRIVE, SUITE 112 NEWPORT BEACH, CA 92660 PH: 949-610~8997 CONTACT: AARON ALBERTSON, P.E. PRINCIPAL EMAIL: AALBERTSON@CORWEST. COM PLANNING CONSULTANT HOFMAN PLANNING 3152 L/ONSHEAD A VE. CARLSBAD, CA 92010 PH: 760.692.4100 CONTACT: ADAM KOO/ENGA ASSOC/A TE PLANNER EMAIL: AKOOIENGA@HOFMANPLANNING.COM EARTHWORK QUANTITIES CUT: 4294 CY FILL: 2 654 CY IMPORT: 0 CY EXPORT: 1 640 CY REMEDIAL: 6 447 CY ARCHITECT SPARC-PLUS ARCHITECTURE 800 LAMBERT DR, NE SUITE B ATLANTA, GA 30324 PH: 404. 889. 7853 CONTACT: BYUNG YOO PRINCIPAL ARCHITECT, NCARB EMAIL: BYUNG@SPARC-PLUS.COM SOIL ENGINEER GMU GEOTECHNICAL, INC. 23241 ARROYO VISTA RANCHO SANTA MARGARITA, CA 92688 PH: 949.888.6513 CONTACT: DA V/0 ATKINSON SENIOR ENGINEER EMAIL: DA TKINSON@GMUGEO. COM LANDSCAPE ARCHITECT R. W. APEL LANDSCAPE ARCHITECTS 571 HYGEIA AVE. lfB, ENCINITAS, CA 92024 PH: 760.943.0760 CONTACT: RICHARD APEL EMAIL: RWAPEL2@COX.NET SURVEYOR ATLAS GEOSPA TIAL 2191 EL CAMINO REAL, 'SUITE 208L OCEANSIDE, CA 92054 PH: 1.888.364.19 ;3 NOTE: THESE ARE ENGINEERING ESTIMATES ONLY AND SHOULD NOT BE USED FOR BIDDING PURPOSES THE CONTRACTOR IS REQUIRED TO PERFORM THEIR OWN TAKE-OFFS. BENCHMARK DA TUM: NGV029 DESCRIPTION: _J,.J...JL>=J.Sl.Q._~---~-~----- LOCA TION: CLSB-056. A 2.5" DISK IN CONCRETE APRON EAST SIDE OF CAR COUNTRY DRIVE, IN MIDDLE OF MOST NORTHERLY LOADING ZONE TURNOUT 0.2 MILES SOUTT--/ OF CANNON. RECOROED:----,--------------- ELEVA TION: ~1~0=3-=61~•------- 0 OJ 0: 0 LL l-o z z 0 l-o =i 0: ~ z 0 0 0: 0 LL l-o z C Commercial I SH~ET 11 CITY OF CARLSBAD 11 SHIE~S I Development ---Resources ?._o,Ess,o'<,. Today's Ideas. Tomorrow's Reality. (j"<Si ~ \t'-· A LS~ t~ 4121 Westerly Place #112 Newport Beach CAS26G0 J..:. C) · ~;,-~ T849-610-M.197 •,rww.CDRwestc;:,m !::} <c;-' ,. <,'' iJ) '.z. C, "'I:' ,' ' 0 fT\ w ":t NO., 65513 z l'T'I 0-.:: EXP. :9/30 /21 Al * . * DEVELOPMENT PERMIT FOR: BMW OF CARLSBAD TITLE SHEET SOP/CDP SUBMITTAL ..S-:..:: ~ TOTAL NEW/REPLACED IMPERVIOUS AREA -1.37 244 SF ·t~h CIV1L , ,,,._, THIS IS THE APPROVED TENTATIVE MAP/SITE PLAN " ' <' OF CAL''"'", FOR PROJECT NO ____ PER CONDITION NO,__ ------ft'-;::ir1-,~,L.;;:;;::;;::==== ADDRESS: i 060 AUTO CENTER CT. ~-~ ,, 1/14/2021 CARLSBAD, CA 92008 Pl,Al\Nl~G DIVISIO'.\ DATE [C\CilNEl::RING DIVISION DATE AARON M. ALBERTSON R.C.E. 65513 EXP 9/30/21 DATE --------- ----------- EX 6" SEWER LATERAL EXISTING 18" R p STORM DRAIN PER CITY DWG NO. 285-2 I I I I =1 \\ \\ __ ____,,,_ -----1r------- 1\ \\ 1\ \\ \ I I 30 N 0 2 0 4 0 © 0 8 9 10 0 SDP 2019-0005/CDP 2019-0013 DEV 2019-0198/MS 2019-0003 BASIS OF BEARINGS: EASEMENTS BEING THE CENTERLINE OF AUTO CENTER DRIVE AS SHOWN ON CARLSBAD TRACT NO. 87-3, MAP NO. 12242, COUNTY OF SAN DIEGO, A BEARING OF N69"0D'D0'W. SURVEY ALSO BEING PROVIDED ON THE SAME COORDINATES AS CLIENT PROVIDED ALTA SURVEY. PREPARED BY CDS, WITH A FIELD DATE OF 03/16/16 BASIS OF ELEVATION: CITY OF CARLSBAD SURVEY CONTROL NETWORK BENCHMARK POINT NUMBER 56, STATION NAME CLSB-056, BEING A 2.5" DISK IN CONCRETE APRON, EAST SIDE OF CAR COUNTY DRIVE. IN MIDDLE OF MOST NORTHERLY LOADING ZONE TURNOUT, 0.2 MILES SOUTH OF CANNON. ELEVATION 111.374 FEET (NGVD29). ACCESS RIGHTS HAVE BEEN RELINQUISHED AND WAIVER PER MAP NO. 12242. COVENANTS, CONDITIONS AND RESTRICTIONS, PER DOCUMENT NO. 88-619692, RECORDED DECEMBER 2, 1988. AN EASEMENT TO CARLSBAD MUNICIPAL WATER DISTRICT FOR GENERAL PURPOSES, PER DOCUMENT NO.89-585542, RECORDED OCTOBER 27, 1989. SAID EASEMENT CANNOT BE PLOTTED FROM THE RECORD. EASEMENT TO BE QUITCLAIMED SHOWN FOR REFERENCE ONLY ON THIS SHEET. AN EASEMENT TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR UNDERGROUND ELECTRICITY AND COMMUNICATION, PER DOCUMENT NO. 89-592743, RECORDED OCTOBER 31, 1989. SAID EASEMENT CANNOT BE PLOTTED FROM THE RECORD AN EASEMENT FOR THE BENEFIT OF LOT 1 OF MAP NO. 12242, FOR JOINT USE OF AN OUTDOOR LUNCH AREA, PER DOCUMENT NO. 90-014540, RECORDED JANUARY 9, 1990. AN EASEMENT FOR THE BENEFIT OF LOT 1 OF MAP NO. 12242, FOR JOINT USE OF A DRIVEWAY, PER DOCUMENT NO 90-014543, RECORDED JANUARY 9, 1990 AN EASEMENT TO PACIFIC BELL, FOR UNDERGROUND COMMUNICATION, PER DOCUMENT NO. 1996-0347513, RECORDED JULY 11, 1996. A NOTICE OF INTENT TO PRESERVE INTEREST IN EASEMENTS, PER DOCUMENT NO. 2008-0229375, RECORDED APRIL 29, 2008. A NOTICE OF RESTRICTION BY COASTAL DEVELOPMENT PERMIT NO. CDP 00-04 AND CONDITIONAL USE PERMIT NO. CUP 00-04, PER DOCUMENT NO. 2010-0261676, RECORDED MAY 25, 2010. A NOTICE OF RESTRICTION BY MINOR CONDITIONAL USE PERMIT NO. MCUP 10-22, PER DOCUMENT NO. 2012-0019015, RECORDED JANUARY 12, 2012. AN EASEMENT FOR THE BENEFIT OF LOT 2 OF MAP NO. 12242, FOR JOINT USE OF AN OUTDOOR LUNCH AREA, PER DOCUMENT NO. 90-014541, RECORDED JANUARY 9, 1990. AN EASEMENT FOR THE BENEFIT OF LOT 2 OF MAP NO. 12242, FOR JOINT USE OF A DRIVEWAY, PER DOCUMENT NO. 90-014542, RECORDED JANUARY 9, 1990. EXISTING STRUCTURES SIGN ENCROACHES ONTO PUBLIC RIGHT OF WAY BY 3.3'. BLOCK WALL ENCROACHES ONTO SUBJECT/PRIVATE PROPERTY BY 0.7'. UTILITY VAULT ENCROACHES ONTO SUBJECT/PRIVATE PROPERTY BY 1.5'. UTILITY VAULT ENCROACHES ONTO SUBJECT/PRIVATE PROPERTY BY 3.8'. BLOCK WALL ENCROACHES ONTO SUBJECT/PRIVATE PROPERTY BY 6.3'. EXISTING ACCESS DRIVE CROSSES THROUGH SCHEDULE B ITEM 1 (EASEMENT 1 ABOVE) RELINQUISHMENT OF ACCESS RIGHTS. POSSIBLE ENCROACHMENT NOTES REFERENCED FROM ALTA SURVEY DELIVERED FROM COMMERCIAL DUE DILIGENCE SERVICES, DATED 03/18116. 30 60 i i 0 co cc 0 LL f-0 z GRAPHIC SCALE SCALE: 1" = 30' z 0 f-0 =i cc APPROVED THIS IS THE APPROVED TENTATIVE MAP/SITE PLAN FORPROJECTNO, ____ PERCONDITIONNO. __ DATE SURVEYOR ATLAS GEOSPATIAL 2191 El CAMINO REAL, SUITE# 208L OCEANSIDE, CA 92054 PH: 1.888.364.1973 t:i z 0 u cc 0 LL 5 z I SH~ET 11 CITY OF CARLSBAD 11 SH1E~TS I DEVELOPMENT PERMIT FOR: BMW OF CARLSBAD TOPOGRAPHIC SURVEY-FOR REFERENCE SOP/CDP SUBMITTAL ADDRESS: 1060 AUTO CENTER CT. CARLSBAD, CA 92008 I .,.-,., •• , ....... ., \ .;~-~=• ~rnn~~• •' ' I ~ ~~ / "' ~-~-·•p"•-•·,' .. ··•X I ◊ l •:,' )< ; r'J ,' , ............... .J P(SEMENT ITEM : :No. 5 ............ ~'.SEE SHEET / ·1•·. ·•.····j' .. ;·,: ' . ~·· -· . ' · .•. ~.~ . , r- :• I'. r ,·1% '' EXISTING BUILDING I ' I I , I •-ii 11 !,, .... ~ •• ] ' I 13 EASEMENT ITEM NO. 3 SEESHEET2 EASEMENT TO BE QUIT CLAIMED EXISTING BUILDING ~ EXISTING BUILDING I I I I I I I I I I :~ I I I I I I. I I I I IV, r ~ <) I', ~' \\''1'' I: \jV' ; r .. r EXISTING BUILDING ., . "' 11 , I I . I ·• ~I I I I I I I I I I \ LEGEND SDP 2019-0005/CDP 2019-0013 DEV 2019-0198/MS 2019-0003 I I I I I I I ' i EASEMENT ITEM NO 1. SEE SHEET 2. APPROVED \ \ EASEMENT ITEM NO 1. SEE SHEET 2 I I I I I I 20 C 0 DESCRIPTION SYMBOL EXISTING CONTOUR EXISTING CONCRETE EXISTING STORM DRAIN EXISTING WATER LINE EXISTING SEWER LINE -------ss . EXISTING ELECTRIC/COMM LINE EXISTING MANHOLE EXISTING UTILITY BOX EXISTING TREE EXISTING LIGHT EXISTING WALL EXISTING CURB AND GUTTER SAWCUT DEMOLITION NOTES OJ 0 m IT] REMOVE EXISTING BUILDING REMOVE EXISTING ASPHALT CONCRETE REMOVE EXISTING CONCRETE PROTECT EXISTING ASPHALT CONCRETE PROTECT EXISTING CONCRETE PROTECT EXISTING LIGHT REMOVE/RELOCATE EXISTING LIGHT REMOVE EXISTING WALL PROTECT EXISTING WALL SAWCUT EXISTING HAROSCAPE 0 D 0 0 0 0 m ~ OJ] @] REMOVE STORM INLET & STORM DRAIN. PROTECT AS LONG AS POSSIBLE REMOVE EXISTING LANDSCAPING @J REMOVE EXISTING CLARIFIER AND BACKFILL W/ CLSM (SLURRY FILL) ~ @] @] @] @] @] ~ REMOVE EXISTING FIRE EQUIPMENT REMOVE EXISTING CONCRETE CURB PROTECT EXISTING CONCRETE CURB REMOVE EXISTING SIGN REMOVE EXISTING NON·COMPLIANT ADA RAMP' REMOVE EXISTING DRIVEWAY APPROACH. REMOVE EXISTING WATER LINE. SEE PRIVATE UTILITY PLAN. ~ REMOVE EXISTING SEWER CLEANOUT. ~ REMOVE EXISTING UNUSED UST AND BACKFILL W/ CLSM (SLURRY FILL). APPLYING FOR EARLY TANK REMOVAL. SITE DEMOLITION AND UTILITY NOTES 1. SITE FENCING SHALL BE INSTALLED BEFORE CONSTRUCTION OPERATIONS COMMENCE. INSTALL FENCING WITH LOCKABLE GATES AROUND PERIMETER OF SITE AND AS REQUIRED FOR EQUIPMENT 2. MAKE REQUIRED ARRANGEMENTS TO REMOVE ABANDONED ON-SITE UTILITIES INCLUDING CAPPING AND SEALING OF UNDERGROUND SERVICES AT THE PROPERTY LINE. EXPOSE PIPE AND CONDUIT AND CAP AT PROPERTY LINE WITH PERMANENT WATERPROOF PLUGS OR SEALS OF CONCRETE OR METAL. REMOVE ALL ON-SITE ABANDONED PIPE AND CONDUIT AND BACKFILL THE EXCAVATIONS AS SPECIFIED FOR NEW CONSTRUCTION EXCEPT WHERE LOCATED IN MASS EXCAVATION VOLUME. 3. WHEN UTILITY LINES THAT ARE NOT MADE KNOWN OR INDICATED ARE FOUND WITHIN THE OPERATING AREA OF SITE, NOTIFY THE ARCHITECT AS SOON AS POSSIBLE FOR THE REQUIRED ACTIONS TO BE TAKEN TO PREVENT INTERRUPTION OF SERVICES. SERVICES ARE TO BE MAINTAINED. WHEN THE CONTRACTOR DETERMINES THE SERVICE INACTIVE, THE ENTIRE LINE IS TO BE REMOVED WHERE POSSIBLE REMOVE THE SEGMENT THAT IS INTERFERING WITH WORK AND PLUG OR CAP THE REMAINING SEGMENT OF CONDUIT/UTILITY IN A MANNER TO MAKE THE UTILITY INOPERABLE FOR USE. IF THE UTILITY CAN NOT BE REMOVED OR A PORTION MUST REMAIN IN PUACE, MARK ON THE RECORD SET OF PUANS THE LOCATION 4. PROTECTION OF EXISTING INFRASTRUCTURE AND HARDSCAPE; PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES TO REMAIN FROM DAMAGE CAUSED BY SETTLEMENT, UATERAL MOVEMENT, UNDERMINING. WASHOUT, AND OTHER HAZARDS CREATED BY EARTHWORK. 5. CONTRACTOR TO VERIFY TYPE, SIZE, LOCATION, AND MATERIAL OF EXISTING UTILITIES PRIOR TO CONSTRUCTION 6. TREE AND UANDSCAPE REMOVAL IS PER SEPARATE UANDSCAPE PUAN 20 40 GRAPHIC SCALE SCALE: 1" = 20' Commercial Development ------Resources ~"of Ess, O,t, I SH~ET 11 CITY OF CARLSBAD DEVELOPMENT PERMIT FOR; ~ ~(' Today's Ideas_ Tomorrow's Reality. ~~ ~ ~-A LB,f. ~ "-121 Westerly Place #112 NewportBeechCA92.660 /:? C ~ % BMW OF CARLSBAD DEMOLITION PLAN SOP/CDP SUBMITTAL 0 Q;-,·"'<' ,jl -ci ""(" '.>,' 0 ~ ~ <C N0 .... ,6_5513 Z ITI EXP; •9/;:50/21 ;o T 949-61 0-6997 WWN.COR,.,,,~t.c:t.m * . * 'f'1 ,,. CIVIL ~ "?' THIS IS THE APPROVED TENTATIVE MAP/SITE PLAN ,:i;. r<' a; CAL1,d1' FORPROJECTNQ, _____ PERCONDJTIONNQ.__ ~ ¼ -,, ADDRESS: 1060 AUTO CENTER CT. ~-4 1/14/2021 CARLSBAD, CA 92008 PLACSNING rnv1s1u:-: OATE El\GINElCRING D!VJSION o,m AARON M. ALBERTSON R.C.E. 65513 EXP. 9/30/21 DATE 0 (l] 0: 0 LL f-0 z z 0 0 =i 0: f- (/) z 0 u 0: 0 LL f- 0 z STA 37+08.07 . .CL CANNOJ'1 _PER CITY DV\'G 285-2 CMW EASEMB,I' TO BE QUITCLAIMED. SEE SHEET 13. " . EX. ACCESS RIGHTS . EASEMENT 1. SEE SHEET 13. . CANNON ROAD LIMITOF . GRADING DISP --PARKING (8) EX RACBElt SDG.E\ EASEMENT 7 SEE SHEET 13. I !~~~:~~ 23 -... -~····· .. L ~~. ~i=::::::;(1io ~sP~A=:C::E=si~2~ 8 ~~=-:=:~E;;;~~F-~-~-=-!:IL~~;,,t:1=;;,--==~~::::-:::::::1:'.·:".•:':::j-ff-iyF--=7-:c:::ii / EASEMENT (4SPACES) 29 EASEMENT ITEM NO. 4 SEE SHEET 2 FOR DESCRIPTION. SEE SHEET 13 FOR TENTATIVE MAP EXHIBIT ITEM NO. 4 SEE SHEET 2. 82.5' A~ , '.Mb. 1 4 . ' . . <-.. : . 5 :· "''' . '-< 170.5' MODULAR WETLAND ~ RUNOFF SYSTEM FOR 1 -•=-~~·ae· ~-. D- EX. EMPLOYEE AREA EASEMENT 11. SEE SHEET 13. EXISTING EXISTING RETAINING WALLS EMPLOYEE ~UNC,r AREA EASEMENT SEE SHEET 2 AND.13. EXI TING RETAINING WALLS TO REMAIN. PARKING STRUCTURE EX. ACCESS EASEMENT 6. SEE SHEET 13. EX. ACCESS EASEMENT. 12. SEE SHEET 2 AND 13 ... ;-~ ..__ LIMIT OF \ EX. FIRE ·-HYDRANT //--/·-·~v-"-'---·~ \ STA: 0+00. CORNER SITE LANOSGA AUTO CENTER CT. DISTANCE TRIANGLE ROOF RUNOFF. SEE SHEET 6.8, & 12 PROPOSED SERVICE GARAGE 103.00FF 102.17PAD PROPOSED STAIRS TO ROOF PARKING ~(1_0_S_PA_C_E_S--t) 28 146.8' g DISPLAY PARKING (1 :J) U) ro fl 22 EXISTING LOT LINE TO BE REMOVED. SEE SHEET 13. PROPOSED SERVICE GARAGE 103.50FF 102.67PAD COVERED SERVICE EXIT 293.1' CORNE _ _,___""-.. _ AUTO CENTE'!._CT ----L DIST TRIANG STA: 1 +96.?d AVERAGE DAILY TRAFFIC CALCULATIONS CL DRIVEWAY AUTO CENTER CT Automobile Sales {De.31er &Repair) Auto r:nobi le 5 a·les• (:'.l.eal er &.Repafr~ A.itor.:iobiie· Repair Center Table 4-1 SAN DAG Trip Genera_tiori Rates 1 P'i:O)lOsetl Use 30% TSF 70:%.of of 5% of Aivl "Total AM Darly Tctal Existing· Use 30%, TSF 70%pf of 5% of AM Total AM Deily. Total 30% TSF 70%·of OT 8.% of AM~oi:21 AM Daily aotal 40% 60% of af 8%of Piv'i PlvJ ·Daily Total Total 40% 60% of Df 8%of PM PM Daily Total Toe.al 40% 60% ''% of of of PM PM Daily To:al Total 1 '501.fr:::e: s:a·n Diego.Ll;s•sociation·ofG~errirTler1ts (SAN DAG), Brief Guide of vehicuiar Traffic Generatior. Rates for:the Sah Diegb Rei,Ji6-n.' Api-il 2C02. Feet 50 Trips /TSi'= 50 Trips /TS" 20 ,":rips /TSF Table 4-2 Project Trip Generation1 AM Peak 'Hour Quantrty ·Onits2 >,--~-----,-~-----,--! D'aily I -Jn .; out Total lh out :ro·ta1 Proposed Use 69.151 TSf 121 Existing Use AJtomobile Sa'es.(Dec:ler &.· Repair) 3.354 TSF -6 AutorT,obiie Ker:;air Cerite: 2554C TSF -29 Total Trip Generation 86 (lncludin Trip Credit from Existin Use) 52 -2 -8 -12 -4! 38 124 1 Source: San =:c.eg::i.Associa:-io-: of Govsrnrien~s (Sfa/'JD,:.\_G), Bri<e_f Guide ofV6hic-<lar Traffic /:ier.eratio"n Ra!:es fo.r the San Diego Region, ,.<l.,pril :2002. ~ TS-F = Thousand Square Feet 277 3,458 -o -8 ~13 -16$ ' I -22 ·34 -56 ·511 84 124 208 2,779 PROPOSED SHOWROOM 104.00FF 103.17PAD 146.3' EX. 550 GALLON UNDERGROUND STORAGE TANK (UST) TOBEREMOV~ 101.9' f.-g WESTBOUND EV PARKING ON ROOF (14) 4-a,. "' -b 43.5' b DRIVER LOCATION SITE DISTANCE AT AUTO CENTER CT.~195 FT LANDSCAPE CORNER SITE DISTANCE TRIANGLE DRIVERS POSITION EX. FIRE .HYDRANT CORNER SITE DISTANCE -357 FT PER CAL TRANS TOPIC I I I STA5+11.11 b 0 ..; I'- I I ll ' ..1 25.8 I I I I I LANDSCAPE CORNER SITE DISTANCE TRIANGLE STA: 3~22.01 CL DRIVEWAY STA 0+00 CL CAR COUNTRY DRIVE STA 41 ~ 78.88 CLCANNON PER CITY DWG 285-2 LANDSCAPE CORNER SITE DISTANCE TRIANGLE EX ACCESS RIGHTS EASEMENT 1. SEE SHEET 13. CAR COUNTRY SOUTHBOUND CAR LOCATION. SIGHT DISTANCE ~357' CAR COUNTRY DRIVE ACCESS EASEMENT TO BE VACATED FOR PROPOSED DRIVEWAY PER FINAL PARCEL MAP. SEE TENTATIVE MAP EXHIBIT SHEET 13. CONSTRUCTION NOTES CD 0 0 0 0 ® 0 ® ® CONSTRUCT BUILDING PER SEPARATE BUILDING PLANS. CONSTRUCT SERVICE CANOPY PER SEPARATE BUILDING PLANS. CONSTRUCT ASPHALT PAVEMENT OVER AGG. BASE PER ASPHALT CONCRETE PAVEMENT RECOMMENDATIONS IN SOILS REPORT. SEE DETAIL 11, SHEET 10 CONSTRUCT 5" CONCRETE PAVEMENT PER CONCRETE PAVEMENT RECOMMENDATIONS IN SOILS REPORT. SEE DETAIL 11, SHEET 10. CONSTRUCT CONCRETE SIDEWALK PER DETAIL 01, SHEET 10. CONSTRUCT BELGARD PERVIOUS CONCRETE PAVER (OR APPROVED EQUIVALENT) SEE DETAIL 1 D, SHEET 1 D. CONSTRUCT 6" CONCRETE CURB SEE DETAIL 3, SHEET 1 O CONSTRUCT 6" CONCRETE CURB AND GUTTER PER DETAIL 4, SHEET 10. CONSTRUCT 3' WIDE CONCRETE RIBBON GUTTER PER DETAIL 02, SHEET 10 @ FILL-IN EXISTING CONCRETE DRIVEWAY IV/ NEW 6" CURB, GUTTER, AND SIDEWALK PER SDRSD NO. G-03 @ @ @ ® @ @ @ @ @ CONSTRUCT NEW COMMERCIAL DRIVEWAY APPROACH PER SDRSD NO. G-14-A INSTALL LANDSCAPING PER LANDSCAPE PLANS. CONSTRUCT RETAINING WALL SEE GRADING PLAN FOR ELEVATIONS. INSTALL ADA PARKING SIGNAGE MOUNTED ON CONCRETE BOLLARD PER DETAIL 06, SHEET 10 . INSTAULADA ACCESSIBLE PARKING STALL PER DETAIL 08, SHEE7 10. INSTALL ADA ACCESSIBLE FLARED CURB RAMP PER SDRSO NO. G-27. (TYPE A) INSTALL STRIPING PER CITY OF CARLSBAD ZONING. (CHAPTER 21.44 PARKING) INSTALL 4' WIDE ADA PATH OF TRAVEL TO PUBLIC RIGHT-OF-WAv PER DETAIL 07, SHEET 10. INSTALL SITE LIGHT POLE. SEE SEPARATE SOP/COP PLANS FOR PHOTOMETRICS. @ CONSTRUCT TRASH ENCLOSURE PER CITY OF CARLSBAD STD. OWG. GS-16 INSTALL NEW ELECTRICAL TRANSFORMER IN EXISTING TRANSFORMER LOCATION. INSTALL MONUMENT/SITE SIGNAGE PER SEPARATE DEFERRED SUBMITTAL. CONSTRUCT WATER DUALITY BIORETENTION PLANTER W/ RETAINING PLANTER WALLS. SEE SWQMP REPORT AND SHEETS 08 & 11. @ CONSTRUCT CONCRETE SIDEWALK UNDERDRAIN. @ CONSTRUCT 12' WIDE CONCRETE BAND TO SEPARATE PERVIOUS PAYERS AND ASPHALT PER DETAIL 09 SHEET IQ_ RECONSTRUCT ADA ACCESSIBLE CURB RAMP PER SDRSD G-27. (TYPE A) EV CHARGING STATION PER SEPARATE PLAN AND PERMIT PROPOSED BICYCLE RACK PARKING. PROPOSED SECURE BIKE RACK/CAGE FOR EMPLOYEE BIKE PARKING. @ EMPLOYEE SHOWERS AND LOCKER ROOMS SEE ARCHITECTURAL FLOOR PLAN FOR LOCATION WITHIN BUILDING. @ BICYCLE REPAIR STATION SEE ARCHITECTURAL FLOOR PLAN FOR LOCATION WITHIN BUILDING. @ PASSENGER PICK-UP/DROP LOADING AREA CURB TO BE STRIPED ACCORDINGLY SITE INFO STREET ADDRESS, SITE ACREAGE: /DISTURBED AREA) ZONE 1060 AUTO CENTER CT CARLSBAD, CA 92008 3 71 ACRES (161,503 3F) C-2-Q GENERAL PLAN/CLASSIFICATION COMMERCIAL GENERAL PLAN LAND USE TOTAL BUILDING S.F PROPOSED BUILDING COVERAGE (FOOTPR!Nll PERCENT OF LANDSCAPING NUMBER OF PARKING SPACES REQUIRED R 69,223 SF 41.3% OF SITE 13% OF SITE 4% OF PARKING AREA 192 SOILS ENGINEER GMU GEOTECHNICAL, INC. 23241 ARROYO VISTA RANCHO SANTA MARGARITA, CA 92688 PH, 949.888.6513 CONTACT: DAVID ATKINSON SENIOR ENGINEER EMAIL, DATKINSON@GMUGEO.COM PLANNING CONSULTANT HOFMAN PLANNING 3152 LIONSHEAD AVE. CARLSBAD, CA 92010 PH 760.692.4100 CONTACT: ADAM KOOIENGA SOP 2019-0005/CDP 2019-0013 DEV 2019-0198/MS 2019--0003 DESCRIPTION EXISTING CONCRETE CONCRETE PAVEMENT LANDSCAPING I SYMBOL I t~-,-' . . --'---.-.! •-·--·-··-··. ' ,, PAVERS BIORETENTION PLANTER CORNER SIGHT CONCRETE CURB RIBBON GUTTER RETAINING WALL BUILDING WALL 24' FIRE LANE EX. PUE EASEMENT CENTERLINE PROPERTY LINE SETBACK ABBREVIATIONS EX FS FS FF INV TF BF TC TG TW FL HP TS BW BLDG SD EXISTING FINISHED SURFACE FINISHED GRADE FINISHED FLOOR INVERT OF PIPE TOP OF FOOTING BOTTOM OF FOOTING TOP OF CURB TOP OF GRATE TOP OF WALL FLOWLINE HIGH POINT TOP OF STEP BOTTOM OF WALL BUILDING STORM DRAIN SANITARY SEWER Rx22x2xxi v?ZV~ ------------ ---- ss SDRSD UTIL PUE CSDPW SAN DIEGO STMJJARD REGIONAL DRAWINGS UTILITY PUBLIC UTILITY EASEMENT COUNTY OF SAN DI EGO PUBLIC WORKS OWNER/DEVELOPER AUTONATION 200 SW 1ST AVENUE, 14TH FLOOR FORT LAUDERDALE, FL 33301 CONTACT: CLIFF POWELL CONSTRUCTION & DEV. MANAGER EMAIL: POWELLC1@AUTONATION.COM ARCHITECT SPARC-PLUS ARCHITECTURE 0 800 LAMBERT DR, NE SUITE B OJ ATLANTA, GA 30324 a: PH 404.889.7853 Q AREA OF UNDEVELOPED SITE 0 SF 2,779 ADT (NET GAIN) SEE TDM. SEPARATE SUBMITTAL EMAIL, AKOOIENGA@HOFMANPLANNING.COM CONTACT, BYUNG YOO LL PRINCIPAL ARCHITECT, NCARB 1- BYUNG@SPARC-PLUS.COM 0 AVERAGE DAILY TRAFFIC NAME OF SEWER, WATER, AND SCHOOL DISTRICT CARLSBAD CMWD CUSD PROPOSED DRAINAGE RETAIN ON-SITE/DISCHARGE DISCHARGE. (SEE HYO. REPORll TO PUBLIC ROW. PROPOSED WATER DEMANDS 9,259 GPO (NET) FEMA FIRMette ZONE ZONEX APN 211-080-11-00 2 LOTS TOTAL NO. OF LOTS CIVIL ENGINEER COMMERCIAL DEVELOPMENT RESOURCES 4121 WESTERLY DRIVE, SUITE 112 NEWPORT BEACH, CA 92660 PH: 949-825-5222 CONTACT: AARON ALBERTSON, P.E PRINCIPAL ENGINEER EMAIL AALBERTSON@CDRWEST.COM LANDSCAPE ARCHITECT RW. APEL LANDSCAPE ARCHITECTS 571 HYGEIA AVE. #8, ENCINITAS, CA 92024 PH: 760.943.0760 CONTACT RICHARD APEL EMAIL, RWAPEL2@COX.NET EMAIL, z z 0 l-o :::J a: 1--U) z 0 u a: 0 LL CAR COUNTRY DRIVE STA: 4+36 SEWER GENEREATED TO BE CONSOLIDA'ED TO I LOT_ 4,840 GPO (NE,] l-o z AUTO CENTER CT. 30 0 30 GRAPHIC SCALE SCALE: 1" = 30' APPROVED 60 THIS IS THE APPROVED TENTA TfVE MAP/SITE PLAN C Commercial Development --- Resources ?"-oFEss Io"-, Today's Ideas. Tomorrow's Reality. "'<;-~~~\}..A L&.f. /\~ 4121 WeslerlyPlace #112 Newp(;ft8eachCA92660 J:? C) · ~ is 0 ~ _,;<' vi _.. ;; ""t" ,;>. 0 ~ w < N0 .... 65513 Z l"'1 o::: EXF'.:_:'~/30/21 ::o * T 949-610--3897 www.c:mwest.com FORPROJECTNO, _____ PERCONDITIONNO.__ ----::7? ½ ~"---,4 ~ 1/14/2021 DAT[ lo:-.IGIN"El::RlNG DlVISJON ----'------------:-:-:-:----=--==--om. AARON M. ALBERTSON R.C.E. 65513 EXP. 9/30/21 DATE I SH!ET 11 CITY OF CARLSBAD DEVELOPMENT PERMIT FOR BMW OF CARLSBAD SITE PLAN SOP/CDP SUBMITTAL ADDRESS 1 060 AUTO CENTER CT. CARLSBAD, CA 92008 ·----·-- ,.ST.,_,A"-"'-37'-~'-'' Oa,,8~.0~7.,,,,, .... ,,,-. ----· · -· ..... ... .CbCANNON' PER CITY DWG 285-2 EXISTING 113". RCP STORM DRAIN ., • .. -_PEEl.C1+¥-DWG NO: 285-2 / ,,/ ,,,/' / __ //·,.,.,.."°' .I ,_.--//,r''': . / / ' . EASEMENT! ITEMNy3 ,' SEE ,SHEET 2.:,- / />1/ / / ; \ PROTECT EX FIRE \ V \ -···••HYDRANT-·-' ·'--,:.·--- ;EXISTING 18" ACP-7 'WATER MAIN PER DWG 285-2. ~-~---- ~ STA:O+OO AUTO CENTER CT EXISTING 8" VCP SEWER MAIN PER DWG 285-2. ITT 103.25TC ... A02.75FS C.ANNON ROAD ····~------"''~V.J EXISTING 18" RCP STORM DRAIN / SECTiGNS (TYP.) ., _, ' 9;00EG i :•· b ,/ ..... o .. , ,,,., L ~ 418.33 ~ 7 °2~---~~?~::::~--p•. ' -l!T -'i:0- 0\ ,;:,1:~· 0) .l02'.5GTW .9725BF ,. (99 QbEG). _J I PER CIJYDWG-NO: . . . .......... .. ••.· '285-2 EASEMENTITE!vl N0.1·• . f!2q0,:i/":"' . . 6 .. ·.··7"~-.-~~. ~~3~ ""Z: ·· · ·· ·······. ·. · ...... (10000EG). 102.37TW· 98.25TF (99.00EG) 102.37TW 102.50TC 9S-25'1'F . 102.00FL .1'02.83FG. .. 98.00BF . ' -··- 102.00TW 101.50FL \ 99.27TF '/':, 97.00BF # 18!1 CUT co \~ o:i * "" 103.50TC 103.00FS -_ RIPRAP(TYF) - ---- .. 103A4TC 1 ~4Fll:.:.-104.00 EASEMENT ITEM NO 7 SEE SHEET 2. 103.50 GARAGE DOOR L----OJ DOOR ~101.34EG) 104.00 DOOR • • 103.90Tc" EASEMENT ITEM NO. 3. SEE SHEET 2 OR 13. EASEMENT TO BE QUIT CLAIMED CAR DISPLAY DOORS 104.00 (101.41EG) 104.00 DOOR EASEMENT ITEM NO. 3. SEE SHEET 2. EASEMENT TO BE QUIT CLAIMED --·--·, ---· ': "' " \ ·----·,''"''-, 18" CUT 102.98TW 102.65FL-IN 104.00 DOOR , ," ,-· --· 104.67TC : .... ,.-c1 ,,.,tr l:•l,:,:::J--104 ooFL .::.c: 8/ ~.lH~~~:.:;,...:-:, 104.00TC 103 50FS 110.09FS) 0--.::::::::::::==::J . 10993TC (109.60FL) 109.SOTW -105.85BF (109.00EG) 110.50TW (110.05EG) 108.00FG RET-25' ' --.. .-.. "' '. . t • .. • .. ' ... ,._.,, 112.00TW 10900FG (111 50EG) RET-3 O' 103.40FS. C 102.SOTW 101.70FL 102.50TC 97.00BF 102.00FS 3.llOTC I .OOFS 0°o ,-- 140% _ , o"'o0L· l .·· . 1112.4fFS ------------ 103.25TC f02.75FS EX. FIRE HYDRANT 103 50TC 103.00FS •. / !I;/ I . I109.00EG 104.75TC 104.25FS 109.69FS · 111.94FSl . EX FIRE · HYDRANT ~I I 99.96TC 100.00EG (99.54FL) 99.62LIP \ (99.54FL) \ REMOVE EXISTING RAMP AND INSTALL NEW ADA ACCESSIBLE CURB RAMP PER SDRSD G-27 100.24TC (99.82FL) 102.50TW 102 OOFS 97.00BF PROPOSED BMP PLANTER SEE. DETAIL 1. SHEET 11. I \ E 100.60FS ~-\-------1 101 .5ofw 100.25FG 97.00Bf: 25B' 101.50TW 100.70FL . ,,970Ql;lF. J· .18" CUT R.IP RAP(TYP) z ~ 10.1' ·, 19.5' 101.30:TC 100.SOFL 18" CUT 100.40FS ADAPOT 101.00EG EASEMENT l10200EG I 101 50FS\ / 103.00EG jf! I -_i I' 102.SSTC .,._ 102.50LIP ,Q:: 102.38FL ,.._ 'ATCH. $ )'04 38TC) ,9 03.SSFL) v Q;: 1d4.85FS cf I ' MATCH V (106.36TC) .,· (105.96FL) .105.65FS I 108.56 S I EASEMENT ITEM NO. 1. SEE SHEET 2. Today's Ideas. Tomorrow's Reality. Commercial Development --- Resources 4121 Ws!~ler1y Place #112 Newport Beach CA Sl2660 TS4£-610-8S97 wv1w.CDRwest.~~m APPROVED s,: ~j I ,. ·,~h CIVIL ~,~ THIS IS THE APPROVED TENTATIVE rviAP/SlTE PLAN ,-'<) € OF CAL\~~ * FORPROJECTNO _____ PERCONDITIONNO .. __ --------:::4 ¼ ;, ~· ,,;L 1/14/2021 PLANXIC'<Cl DTVISlOl\ l.::\'Gl:\l.:12Rl'>G DIVISIQJ\ DATE AARON M. ALBERTSON R.C.E. 65513 EXP. 9/30/21 DATE SDP 2019-0005/CDP 2019-0013 DEV 2019-0198/MS 2019-0003 DESCRIPTION EXISTING CONCRETE CONCRETE PAVEMENT LANDSCAPING PAVERS BIORETENTION PLANTER CORNER SIGHT CONCRETE CURB RIBBON GUTTER RETAINING WALL BUILDING WALL 24' FIRE LANE EASEMENT CENTERLINE PROPERTY LINE SETBACK PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION ABBREVIATIONS EX FS FS FF INV TF BF TC TG TW FL HP TS BW BLDG SD EXISTING FINISHED SURFACE FINISHED GRADE FINISHED FLOOR INVERT OF PIPE TOP OF FOOTING BOTTOM OF FOOTING TOP OF CURB TOP OF GRATE TOP OF WALL FLOWLINE HIGH POINT TOP OF STEP BOTTOM OF WALL BUILDING STORM DRAIN SANITARY SEWER SYMBOL I -· I I :: :.f. ,~ , :-. J j,... .................................... j l'· .. ·:·,J Rxx22xxx1 v?7fl2½l ------------ ---- 165.22 FS (165.22 FS) ss SDRSD UTIL PUE EG SAN DIEGO STANDARD REGIONAL DRAWINGS UTILITY MH PUBLIC UTILITY EASEMENT EXISTING GRADE MANHOLE 20 0 20 GRAPHIC SCALE SCALE: 1"= 20' I SH~ET 11 CITY OF CARLSBAD DEVELOPMENT PERMIT FOR: BMW OF CARLSBAD GRADING PLAN SOP/CDP SUBMITTAL ADDRESS: 1060 AUTO CENTER CT. CARLSBAD, CA 92008 40 0 DJ 0: 0 LL f-0 z z 0 t5 ::::i 0: f-en z 0 u 0: 0 LL f-0 z EXISTING 18" RCP STORM DRAIN PEB..C1:rYDW6 No.· -- 285-2 / --.V~~ / / / EASEMENT ITE NO. 11. SEE SHEET 2 .. J. 93.15TOP 85.15BOTTOM VAULT n,,., i \ // SEE STORM N0.5. • ;. SEE SHEET 2. --I . I I I EASEMENT ITEM NO. 12. SEE SHEET 2. EASEMENT ITEM NO. 6. SEE SHEET 2. I I I I I __,___ I . I I I . J { I I I I I ld-ll'f---11 I I I I I I I I I 1rr-v---l I~'----' /t,-i-----' I I I I I ~--,i----' I . .-_. .,_. ;·_. . . . . . - 97.42 INV-OUT MWS-BMP - 100.42 INV-IN MWS-BMP 54 130.00INV . . . . • . . . . • . . ·-. . . . . . . . . . . . . . . . . . . . .-::_/. -~----· 133.-70 ~- FL-HP "#. CD 0 51 55 133.80 FL-HP ~~ D. z I a: 0 ::,;5 D. z I <1'.0 a: 0 133.B0FS 133.72FS -0 9 U) 58 53 2.0% ~ 134.25 FS-HP 2.0% -l- ~ FS-HP - PROPOSED ROOF PARKING LOT • -- - AUTO CENTER CT --- 2.0% \ - - - ' 135.22 FS CANNON ROAD 2.0% § 0 (') Wz U) - 0 "' D. a: 0 <( a: D. CL LL 0 0 a: 2.0% -- --- -- . - -· . 2.0% -- - 137.S0FS 2.0% § @0 (/) ;; 0 "' 0.. a: 0 <( a: 0.. 0.. LL 2.0% 0 0 a: PROPOSED ROOF PARKING LOT 137.50 FS -- I I I I EASEMENT ITEM NO. 7. SEE SHEET 2. [] co \;:, \ SDP 2019-0005/CDP 2019-0013 DEV 2019-0198/MS 2019-0003 EASEMENT ITEM NO 1. SEE SHEET 2. I I I I • "'J ..:·.:.~::(~.:_·:::.:·'•~:1 J~ I I I I I II ..J I I \ \ \ EASEMENT ITEM NO 1. seesse~,1 I I C ABBREVIATIONS DESCRIPTION SYMBOL EX FS FG FF INV TF BF TC TG TW FL HP TS BW BLDG SD ss SDRSD UTIL PUE EXISTING FINISHED SURFACE FINISHED GRADE FINISHED FLOOR INVERT OF PIPE TOP OF FOOTING BOTTOM OF FOOTING TOP OF CURB TOP OF GRATE TOP OF WALL FLOWLINE HIGH POINT · TOP OF STEP BOTTOM OF WALL BUILDING STORM DRAIN SANITARY SEWER SAN DIEGO STANDARD REGIONAL DRAWINGS UTILITY PUBLIC UTILITY EASEMENT EXISTING CONCRETE CONCRETE PAVEMENT LANDSCAPING CONCRETE CURB RIBBON GUTTER RETAINING WALL BUILDING WALL BUILDING OVERHANG PROPERTY LI NE PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED WATER LINE PROPOSED SEWER LINE PROPOSED RECYCLED WATER LINE PROPOSED STORM DRAIN LINE , -. -. -I 1•; .'. <: .·; ' ,'. '. .I 1 ............ .., ............ .., ......... j ---- 165.22 FS (165.22 FS) -------w----- --ss----- ---RWI----- ROOF PARKING LOT CONSTRUCTION NOTES INSTALL 12" PVC SCH 40 DRAIN PIPE INSTALL 90' PVC BEND ROUTE 12" PVC STORM DRAIN TO DOWNSPOUT LOCATION PER SEPARATE BUILDING PLANS CONNECT DOWNSPOUT TO BIOCLEAN MODULAR WETLAND SYSTEM MODEL MWS-L-8-8-5"-6"-V-HC FOR TREATMENT OF ROOF RUNOFF. PER DETAIL 4, SHEET 11. INSTALL3" WIDE CONCRETE RIBBON GUTTER IN STRUCTURAL CONCRETE ROOF PARKING LOT. RIBBON GUTTER PER DETAIL 2, SHEET 10 INSTALL 24"X24" BROOKS CONCRETE CATCH BASIN OR APPROVED EQUIVALENT INSTALL PVC WYE CONNECTION INSTALL45' PVC BEND Commercial 20 20 GRAPHIC SCALE SCALE: 1"= 20' I SH~ET 11 CITY OF CARLSBAD DEVELOPMENT PERMIT FOR: 40 Development -----=-- Resources "?l'-o,Essro¾/c ,, Today's Ideas. Tomorrow's Reality, ~(.,,) ~\,?..A LB(: . -~ 4121 We~ier:y?lace #112 Newport Beach CAS2660 1:J C::, -"~ % BMW OF CARLSBAD ROOF PARKING DRAINAGE PLAN SOP/CDP SUBMITTAL !-:; ~ ,., :;' IP 'z C, "'" --✓', 0 ft'\ w <i:: N0 ... :65513 :Z rri a:: EXP;';s/30/21 ~ T 94&-610-8987 \>....W.CDRwest.com I APPROVED *,, " ;~ CIVIL ~' THIS IS THE APPROVED TENTATIVE MAP/SITE PLAN , , _, l",t OF CALI' FORPROJECTNO, _____ PERCONDITIONNO.__ ------:fa ¼ C? ~,4 1/14/2021 ADDRESS: 1060 AUTO CENTER CT. CARLSBAD, CA 92008 j PLANNl'<GDIVIS]()~ DATE [::.:GJ-r-.El.:RlJ\:GDtVJS!Ol\ l).'<TE AARON M. ALBERTSON R.C.E. 65513 EXP. 9/30/21 DATE 0 [D a: 0 LIL r-0 z z 0 r-u ::i a: r-Cf) z 0 u a: 0 LIL r-0 z 120 115 110 105 100 95 90 85 120 115 110 105 100 95 90 85 EX. WALL TO REMAIN ----- PL I SECTION -A-A HORZ. SCALE: 1 "=20' VERT. SCALE: 1"=10' 97.28TF 97 28TF PROPOSED .-,._ ~-j. 7 ... 0' IMPERMEABLE ...... ACE'.AV£MEN.T. LINER.BMP-4 96.0SBF BOTTOM OF EXISTING ................. _ .......• .. . .P.LAN+ER.••-· Gi;!ADE SEE DETAIL 1A SHEET 11. o+oo 0+25 0+50 0+75 SECTION C-C 120 115 110 105 100 95 90 85 1+00 HORZ. SCALE: 1 "=20' VERT. SCALE: 1 "=1 O' -· """" '" -·-·--. , ... ,~--"·--.. --PL. PROPOSED SHOWROOM PROPOSEG PERVIOUS PROPOSED PAVERS PERVIOUS . r (IW esrn) PAVERS 103.36TC PROPOSED 102.47T , 103.03FS AC 101.97FS . . I· ... . .. 104.00 PAVEMENT· --' ---------=~ Nlnt-1 " ,f " . t-=------~ Y1'''>7<,:WH':'/.'OL"'" ·-:;·,~ ---_ _,_.. .... _____ ,, ___ .... , ., ·--· ·" ". ..... E.X o+oo 120 115 11 0 105 100 95 90 85 '"··-·" '" . -PROPOSED LANDSCAPE 0+25 0+50 0+75 1+00 101.50FS ........ PAVERS. 101.SOTW ..... lOLOOFS .. PLANTER 97,'12TF .. 96.42BF SECTION -E-E HORZ. SCALE: 1 "=20' VERT. SCALE: 1"=10' PL (100;64EG) CL CAR · CCUNTRY I · . .. MLATCHi~~o7~~~f_) =:=-lilif-tEXISTIN;------ I DR. GRADE · ··· PARTIAL --· -... INFILTRATION. BMP-1 PERMEABLE LINER. EX. MEDIAN ··-----SEE··o·ETAIL1A,····~ ·-• . --···---••'-••- SHEET 1 o+oo 0+25 0+50 0+75 0+90 LANDSCAPE . TO REMAIN 1+25 1+50 120 115 110 105 100 95 90 85 120 115 110 105 100 95 90 85 120 115 11 0 105 100 95 90 85 120 115 110 105 100 95 90 85 120 115 110 105 100 95 90 85 0+00 SECTION -B-B HORZ. SCALE: 1 "=20' VERT. SCALE: 1"=10' PL I PROPOSED LINED PLANTER. SEE DETAIL 1A ON SHEET 11 PROPOSED SERVICE CENTER PROPOSED AC PAVEMENT 102.27TW 10l.77FL 98.25INV BMP-3 IMPERMEABLE LINER 0+25 0+50 0+75 SECTION D-D HORZ. SCALE: 1 "=20' VERT. SCALE: 1"=10' PL 109.85TW 108.00FG 109.60FG 104.60TC 109.39TC 104.10FS 108.89FL 106.95TF PROPOSED 105.85BF, ---PERVIOUS PAVERS. ----- EX. DRIVEAY . ~-,,,,,~~v,. 'J•~ "-'"'"H::, 120 115 11 0 105 03.50FF 100 95 90 85 1 +00 120 11 5 ----·- 11 0 105 --- 7.0' TO BE FILLED PROPOSED~ 100 INW/N.EW SIDEWALK SERVICE 95 CANOPY AREA 90 85 0+00 0+25 0+50 0+75 1+00 SECTION -F-F HORZ. SCALE: 1"=20' VERT. SCALE: 1"=10' PL 120 EX EX. BACK OF • MONUMENT SIDEWALK 115 · SIGN-TOBE {12.59FS) REMOVED -[ EX ACCESSIBLE PROP. 110 AC PAVEMENT 102.90FS I I I ADA RAMP 105 -------L ..::.J (112.27TC) 98.93TF 100 .... 9883BF CAR 103.00TW COUNTRY 102.50FL-IN PARTIAL AUTO 95 18"CUT INFILTRATION.. CENTER. W/RIPRAP PERMEABLE INTERSECTION LINER. BMP-2 90 SEE DETAIL 1A. SHEET 11 85 o+oo 0+25 0+50 0+75 1+00 ---------------------------- @rij .. ·. • ---------- .. -.. •.. ···-·.· .. %i?&4i\'!iii~i; ----~/0 --......:::... 'E: IV ---- - . ---------- ~ ---- ------------ KEY MAP SCALE: 1 "=50' ---- C Commercial .C121 Westerly Place #112 Newpor! Beach CA 92660 APPROVED THIS IS THE APPROVED TE>ITATIVE MAP/SITE PLAN ~ F0RPR0JECTNQ, ____ PERC0NDITI0NN0.__ _ 2; "', 4 =-1/14/2021 ---"----------....,-c,.-------,---:~:c-1 oArn AARON M. ALBERTSON R.C.E. 65513 EXP 9/30/21 DATE PI.A;,,NJNG DIVJSIO'\I DATE E"'\Gll\lERIXG OIVISIOJ\ I SDP 2019-0005/CDP 2019-0013 DEV 2019-0198/MS 2019-0003 0-1-90' I 0 a:J er: 0 LL f-0 z z 0 0 =i er: f-(f) z 0 0 er: 0 LL f-0 z ~II CITYOFCARLSBAD I~ DEVELOPMENT PERMIT FOR: BMW OF CARLSBAD SITE SECTIONS SOP/CDP SUBMITTAL ADDRESS: 1060 AUTO CENTER CT. CARLSBAD, CA 92008 / / _ 85-15 1 INV-ORIFICE / WI CONCRETE \\ i Co / ,- ,//--- 85.15INV-IN LINED BIORETENTION ----PLANTER_ BMP-3 SEE DETAILS 1A-1G, SHEET11_ ---- 85-15INV-OUT PROPOSED URBAN POND --8ErrtstTIOITT3Mf' -93_15INV-IN \ ------- --------- S=0:02 ~-- "---@ --------- / 96_06INV -__ fi: 33 WEIR FOR OVERFLOW _ s fs~R'.: 'ffiC"-=::--:~,--==-~-=-i_l:::i___'.~---~-__ -_ JE_, __ ~, ~~~~~=5L~~:_::i::L-=-=~--ib~=--=~.:...:..:...:jj------"'-'--' -INV K" • -----,, , 85.15 _';\\ • -r IP.~, ____ !N¼-QcJl'·,7•'-· ,_.,-•FFr.,., ----c--- --------- 100-41TG OVERFLOW / LINED BIORETENTION PLANTER BMP 4_ SEE DETAIL 1A-1G ON SHEET 11, 40 7-41INV EAS ENT -93_15 INV-IN ~ S=0-21 I , . . '~"'-~ ~ . ~'('-, :', ,• "• I X I \ 93-44INV I ·~t-==-+---1 o I 0 ch I ~tJr----v® ~f------l.-_/ (-¾ 37 "'7 94.67INV 95.67 TOP-12" SD __ ;:-g7A2 -INV-OUT 39 MWS-BMP 103 OORIM 100-42 INV-IN MWS-BMP --93, 15TOP 43 85_ 15BOTTOM VAULT SEE SHEET 9 FOR UTILITY PLAN- SHOWN FOR:, REFERENCE,,QNLY EASEMENT ITEM NO_ 3_ -SEE SHEET 2_ EASEMENT TO BE QUIT CLAIMED PROPOSED SERVICE GARAGE 1Q3_QQFF 102_17PAD AUTO CENTER CT EX. 10" ACPWATER PROPOSED SERVICE GARAGE 103.50FF 1Q2_67PAD COVERED SERVICE EXIT LINE_ DWG NO_ 304-5 _,-------,----- I -/', b I I b I I b b b, 4 4 -b b_ - EASEMENT ITEM NO_ 3_ SEE SHEET2_ EASEMENT TO BE QUIT CLAIMED PROPOSED SHOWROOM 1Q4_QQFF 1 Q3_17PAD EASEMENT ITEM NQ_ 3 SEE SHEET2_ EASEMENT TO BE QUIT CLAIMED 4 b ~--~ r,--1"Al----__J b 4 b 4 4 PROPOSED 4') --SERVICE CANOPY b b b, b b 4 b, b, 4 UNLINED BIORETENTION PLANTER BMP2_ SEE DETAILS -1,'\ClB, SftEET-.· 11 1Q2_32TG OVERFLOW 98.93INV-OUT 4 b '/'" --,...__--"" -,· r~t'-.. ,. ___ ,._-...._.~ . :t~·:.·r:::~.:-./:,-_::.::· -·-~ .. :,: _ _-;--~;·•'-. --. . --. ·1· . : . . . . . . . ,:_[_._. I ~ . . ~ . , . . . ·.-1.-.--I •" __ ·--:·_;'..~: ... -_/· . ::t-, ·: __ -~':l's' ---' --~- " I I " I I I EX_ 12" ACPWATER LINE . w - \ UNLINED BIORETENTION \ PLANTER BMP 1_ SEE DETAILS 1A-1G, SHEET 11 EX_ STORM MANHOLE 92_54INV \ IID'-hl'-l'/J:_\\ \2~ . Z -CATCH \ I I I I I BASIN (100_27RIM) (92_54INV) EASEMENT ITEM NQ_ 1 seesssm I I I SDP 2019-0005/CDP 2019-0013 DEV 2019-0198/MS 2019-0003 ABBREVIATIONS DESCRIPTION SYMBOL EX, FS' FS FF INV TF BF TC TG TW FL HP TS BW BLDG SD ss SDRSD UTIL PUE EX. 12" EXISTING FINISHED SURFACE FINISHED GRADE FINISHED FLOOR INVERT OF PIPE TOP OF FOOTING BOTTOM OF FOOTING TOP OF CURB TOP OF GRATE TOP OF WALL FLOWLiNE HIGH POINT TOP OF STEP ,BOTTOM OF WALL BUILDING STORM DRAIN SANITARY SEWER SAN DIEGO STANDARD REGIONAL DRAWINGS UTILITY PUBLIC UTILITY EASEMENT EXISTING CONCRETE CONCRETE PAVEMENT LANDSCAPING CONCRETE CURB RIBBON GUTTER RETAINING WALL BUILDING WALL BUILDING OVERHANG PROPERTY LINE PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED WATER LINE PROPOSED SEWER LINE PROPOSED RECYCLED WATER LINE PROPOSED STORM DRAIN LINE ---- 165_22 FS (165.22 FS) --w------ --ss ----- -----RW----- ACPWATER LINE PRIVATE STORM DRAIN CONSTRUCTION NOTES @ @ @ @ @ INSTALL 6' PERFORATED PVC SCH 40 DRAIN PIPE IN BIORETENTION PLANTER INSTALL 6" HDPE ADS N-12 PIPE INCLUDING BEDDING AND BACKFILL INSTALL 8" HDPE ADS N-12 PIPE INCLUDING BEDDING AND BACKFILL INSTALL 12" HOPE ADS N-12 PIPE INCLUDING BEDDING ANO BACKFILL INSTALL 15" HDPE ADS N-12 PIPE INCLUDING BEDDING AND BACKFILL INSTALL HOPE ADS N-12 WYE CONNECTION INSTALL 22-5" HDPE ADS N-12 BEND INSTALL 45' HOPE ADS N-12 BEND INSTALL 4' STORM DRAIN CLEANOUT PER DETAIL 1F, SHEET 11 _ INSTALL ROOF DOWNSPOUT TO CONNECT TO THE SIDE OF THE MODULAF WETLAND SYSTEM FOR TREATMENT INTERNAL BYPASS IS PROVIDED WITHIN MWS FOR HIGHER FLOWS_ SEE MEP PLANS FOR STORM DRAIN ROUTING FROM ROOF CONSTRUCT BIORETENTION PLANTER W/ VERTICAL RETAINING WALLS FOR WATER QUALITY TREATMENT AND RETENTION SEE DETAILS 1A-1 G ON SHEET 11 _ REFERENCE STRUCTURAL PLANS FOR PLANTER RETAINING WALL DETAILS INSTALL 24"X24" REINFORCED CONCRETE CATCH BASIN IN BIOPLANTER FOR SYSTEM OVERFLOW/RISER_ SEE DETAIL iA-1 E , SHEET 11 _ CONNECT 15" SYSTEM DISCHARGE DRAIN TO EXISTING 18" RCP STORM DRAIN IN RIGHT-OF-WAY PER SPFPWC STD_ PLAN 340-2_ REFERENCE CITY AS-BUILT OWG NO_ 285-2_ INSTALL URBAN PONO STORMWATER UNDERGROUND DETENTION VAULT PER DETAIL 01, SHEET 12_ INSTALL 4-D" X 4'-0" X 6'-0 REINFORCED CONCRETE STORM DRAIN CLEANOUT/JUNCTION STRUCTURE W/ CONCRETE WEIR AND ORIFICE PLATE PER DETAIL 02, SHEET 11 _ INSTALL BIOCLEAN MODULAR WETLAND SYSTEM MODEL MWS-L-8-8-5'-6"-V-HC FOR TREATMENT OF ROOF RUNOFF SEE DETAIL 04, SHEET 11 _ INSTALL 1 O" HOPE ADS N-" 2 PIPE INCLUDING BEDDING AND BACKFILL 20 20 0 co a:: 0 LL f-0 z z 0 f-0 ::J a:: f-U) z EASEMENT ITEM NO_ 1 _ 40 0 0 a:: 0 LL SEE SHEET2 C Commercial Development ---Resources ~.,_o,Ess,o,v. ,<:> AL "'t:'-Today's Ideas. Tomorrow's Reality. 4:--" ~ \ti· B(: -'. je.: 4121 Westert,·Place 1.'112 NewportBeachCA92660 ,::,} C) ,.1>. ~ 7949-610-6997 ,;,-ww.CDRwestcam V'J (I;;-'._'<' r,J'I -;; ""t" _;,· .. __ -. 0 ~ w <C N0 . .,.65513 Z m GRAPHIC SCALE SCALE: 1" = 20' I SH~ET 11 CITY OF CARLSBAD DEVELOPMENT PERMIT FOR: BMW OF CARLSBAD PRIVATE STORM DRAIN PLAN SOP/CDP SUBMITTAL f- 0 z o::: EX\,:>/30/21 ::ti * * ,~~'-, CIVIL ...-~-....'?- :.:~. l'c OF CAL\~()"{""'_, / THIS IS THE A:~V:D~E~-~:~P/SITE PLAN FORPROJECTNO-_____ PERCONDITIONNQ___ -----7? f / ~"--=-,,-""if7,"'j"',:,,'--'-===~---=- -AACCC:RC:OC"NC".M-'_'--A,--L"'B"'E"'RT=s::co::cN-c-=Rc:_ Ccc_ E=-_c:5-=55=-1:-:3:-:E=-x--=p-_ g=-;=-30::c;=-21c--------:cDA"'T:::Ec-I 1/14/2021 ADDRESS 1 060 AUTO CENTER CT CARLSBAD, CA 92008 PLANNING DJVJSJO:-l DAT[ ENGJNEE:Rl1':G DIVISlOi\ OATI::. ITE SE ,:;-JEX. STORM l...:.JMANHOLE 78.37INV \ji : co ',;; G7 EXIST!NG0 18" RCP · L'.JsTORM DRAltL .•..•. , .. -• --· --PE':R-CffYDWG NO.-. ----__ .,,_;"'h- N ----~-:~~:-'<(:>;_ ,;:;. > ,-' EX. 10" ACPW~ll:'R LINE._J}APA ·',' / -ji~ EX~-~• 1~5~' -~ \i [Ij CMWD EASEMENT /I , "'-l'>'N Ii EAS:MENT -f ITEM N0.12. SEE SHEET 2. 88.48INV ,·127SEWER i!.7-,(i"N.J · L..:..J CJD AND 6" SEWER ,-LATERAL / (93.23INV) .___ --•-ID"'"'""-""""-=-=.-~=-, ----.. -o ---·-·---···-·-·ITT . ,c. EX. F 2 HYDRANT / r--:;-i EX.10" l.::JACPWATER LINE SEWER 2 C/OAND 6" SEWER LATERAL SEWER 2 C/OAND 6" SEWER LATERAL """ ----• l,9(/@l1e:YI_! • SEWER 2 C/OAND SEWER LATERAL PROPOSED SERVICE GARAGE 103.00FF 102.17PAD SEE SEPARATE - MEP PLANS FOR BLDG POC. -- F7 EX. BFPIT) EX 12" ACP WATER LINE CITYDWG NO. 304-5 EASEMENT ITEM NO. 1. - . SEESHEEI2 [3:]SEWER C/0 AND 6" SEWER LATERAL ___(9fill]N\I)- -- r--:;-i EX. 1 O' l.::J ACP WATER LINE PROPOSED SERVICE GARAGE 103.50FF 102.67PAD EWER 2 C/0 AND SEWER LATERAL COVERED SERVICE EXIT SEE SEPARATE MEP PLANS FOR BLDG POC S1 I I b I I _J r--:;-,GAS l...':JMETER <1 . b . . . ~------· ¥"'--• . . . EXISTING RW ,. ~!. "cQWGNO,--···· 28.5-2 r--:;-i SEWER L..:..J C/0 AND 6" SEWER ·· LATER1'L (97.52INV) / SEWER ~ r--:;-iEX. 1 O" ACP L.:'JwATER MAIN ~EX.15' l...':JCMWD EASEMENT PROPOSED SHOWROOM 104.00FF 103.17PAD . EASEMENT ITEM NO. 7. SEE SHEET 2. 8Y LINE [Ij EX 15' CMWD EASEMENT EX. 10" [I] ACP WATER LINE Qi 2 C/OAND SEWER LATERAL ~---, r~-f7~f----' b ,. b PROPOSED "i) '' SERVICE CANOPY r--:;-iEX. 1 O" ACP L::Jw ATER MAIN a 1 □ [I]EX15'. CMWD" EASEMENT W .10"ACP 9\'f"A,:'TE":R:c"M"-A"-,1;;--;~, I', ! ' 4f b .1'-_1□ EX. 1 "ACP f3l . WAT R MAIN'"7 13" FIRELlf-J"f: -· F6 · •'POG. CONNECT VIA 1b''.X8 ' ---. - I', b "" '----. ... ,_ ... ..... . -REDUCER .. EX:,crACP WATER_ ·MAIN . CAPATPL. ,:;-iEX. WM AND l...:.JBFP EX. 10" 1 WATER LINE a L2 1·1· t·-.. ' /;,;:._ . . I . -·v. .-:-r-::-: I . i . . . . . ~;:~£___:·.·.·.-.• .. _-~-·-:: __ '._,:/, EX 10" ACP [Ij WATER MAIN · . . '. . . . . : .. -------.. _ --,,..,c, il :j4. • : •• _ • ./✓// §·_ {, ,-..,:: . )•,.L ,.__ . ' ,_ 'i''s-, %·-'- ff • •.• I ". EASEMENT ITEM I EX. 12" AeP DJ WATER LIN_E EX. FIRE. G7 HYGRAMTL..:.J -·"•< .. ,:~J .. \ .\ .•. J ·--c-J .)1<.7,1-:N,.>. . --• . .\ ·---"\ • I ---~-. \ \ \ \ EASEMENT I I I ABBREVIATIONS SDP 2019-0005/CDP 2019-0013 DEV 2019-0198/MS 2019-0003 EX EXISTING FS FINISHED SURFACE FS FINISHED GRADE FF FINISHED FLOOR INV INVERT OF PIPE n= TOP OF FOOTING BF BOTTOM OF FOOTING TC TOP OF CURB TG TOP OF GRATE TW TOP OF WALL FL FLOWLINE HP' HIGH POINT TS" . TOP OF STEP BW BOTTOM OF WALL BLDG BUILDING SD STORM DRAIN SS SANITARY SEWER SDRSD -SAN DIEGO STANDARD REGIONAL DRAWINGS UTIL ' UTILITY RW RECYCLED WATER COMM .COMMUNICATION ELEC ELECTRICAL .. DESCRIPTION EXISTING CONCRETE CONCRETE PAVEMENT LANDSCAPING CONCRETE CURB RIBBON GUTTER RETAINING WALL BUILDING WALL BUILDING OVERHANG PROPERTY LINE CENTERLINE EX. 12" ,:;-i ACP WATERL'.J LINE PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED WATER LINE PROPOSED SEWER LINE PROPOSED RECYCLED WATER LINE EX. P.U.E. TO BE RELOCATED PROPOSED P.U.E. WATER CONSTRUCTION NOTES INSTALL 2" PVC SCH 80 DOMESTIC WATER MAIN CONNECT TO EXISTING WATER SERVICE CONNECT TO PROPOSED BUILDING PRIVATE FIRE WATER CONSTRUCTION NOTES INSTALL 6' 0 P.V.C. C-90D CLASS FIRE WATER SERVICE LINE. 3 MIN BELOW FINISH GRADE AND OTHER FIRE EQUIPMENT PER SEPARATE FIRE PLAN AND PERMIT FROM FIRE DEPARTMENT. INSTALL POS7 INDICATOR VALVE. INSTALL FIRE DEPARTMENT CONNECTION. INSTALL 8" DDCV FIRE ASSEMBLY PER CMWD STD. DWG. W-22. INSTALL 90" P.V.C. BEND WITH THRUST BLOCK PER CMWD STD. DWG. NO. W-15. POINT OF CONNECTION TO EXISTING 1 O' ACPWATER LATERAL LINE. INSTALL 10"X8" REDUCER FITTING AND CONNECT 8" FIRE LINE. CONTRACTOR TO POTHOLE EXISTING WATER MAIN, VERIFY LOCATION. DEPTH AND SIZE PRIOR TO CONSTRUCTION. (El PCINT OF CONNECTION TO BUILDING SPRINKLER SYSTEM. SEE SEPARATE PLANS FOR CONTINUATION. INSTALL FIRE HYDRANT PER CMWD STD. DWG W-8. INSTALL 45" P.V.C. BEND WITH THRUST BLOCK PER CMWD STD DWG NO.W-15. INSTALL 8"X6'X8" PVC TEE WITH THRUST BLOCK PER CMWD STD. DWG. NO.W-15. INSTALL 22.5' P.V.C. BEND WITH THRUST BLOCK PER CMWD STD. DWG. NO. w.;5_ INSTALL", 1.25' P.V.C. BEND Wl•H THRUST BLOCK PER CMWD STD. DWG. NO W-15 INSTALL 8" 0 P.V.C C-900 CL.ASS FIRE WATER SERVICE LINE, 3' MIN. BELOW FINISH GRADE AND OTHER FIRE EQUIPMENT PER SEPARATE FIRE PLAN AND PERMIT FROM FIRE DEPARTMENT. 20 ~ SYMBOL 1 ·: .'.<~ ·'. ·' /. i. .I / .. .., .., ... "' ,.. ............ ,,, .., ... 1 ---- 165.22 FS (165.22 FS) ------ ---<ls----- 20 40 ! ! PRIVATE SEWER CONSTRUCTION NOTES UTILITY NOTES GRAPHIC SCALE SCALE: 1" = 20' / ® INSTALL 6" PVC SDR-35 SEWER LATERAL I @ CONNECT TO PROPOSED BUILDING PER SEPARATE MEP PLANS @ CONNECT TO EXISTING 6" LATERAL AT PROPERTY LINE . ALL COMMUNICATION, ELECTRICAL. GAS, AND IRRIGATION CONSTRUCTION NOTES ON THIS PLAN ARE FOR REFERENCE ONLY. FINAL DESIGN ARE PER SEPARATE PLANS AND SEPARATE PERMIT. RELOCATION OF DRY UTILITIES AND LANDSCAPE IRRIGATION LINES ARE PER SEPARATE PLANS. 2. UTILITY PIPE TRENCHING TO BE CONSTRUCTED PER CITY DETAIL 3. ALL SEWER LINE IS TO BE LAID AT A MIN. 2% SLOPE. CONTRACTOR TO VERIFY THE SIZE. DEPTH. AND MATERIAL OF EXISTING UTILITIES IN THE FIELD. CONTRACTOR TO NOTIFY THE ENGINEER IF THERE ISA I I I I Q 4 ~ INSTALL NEW SEWER CLEANOUT IF EXISTING IS NOT PER CURRENT STANDARD. CONTRACTOR TO CONFIRM W/ INSPECTOR INSTALL PVC 45" BEND INSTALL 6' PVC SCH. 40 WYE CONNECTION INSTALL GREASE INTERCEPTOR PER SEPARATE MEP PLANS INSTALL CLARIFIER PER SEPARATE MEP PLANS. 5. 6 . 7. 8. DISCREPANCY BETWEEN THE FIELD AND THE ITEMS SHOWN ON THE PLAN. 0 EXISTING UNDERGROUND UTILITIES SHOWN ARE SHOWN FOR REFERENCE ONLY AND ARE NOT AN "AS-BUILT'. THEY ARE COMP'LED FROM CITYDWG co N0.304-5 AND A SURVEY CONDUCTED BY OTHERS 0: DOMESTIC WATER LINES TO BE INSTALLED WITH MIN. 12" CLEARANCE BETWEEN 2 BOTTOM OF WATER LINE AND TOP OF STORM DRAIN OR SEWER LINE. SEWER LINES SHALL RUNNING PARALLEL WITHIN 1 O' OF WET UTILITIES SHALL BE() SLEEVED OR ENCASED IN SLURRY. UTILITIES SHOWN ON THIS PLAN ARE FOR REFERENCE ONLY AND ARE PER z EXISTING CITY APPROVED DRAWINGS. ALL MANHOLES, VALVES, SURFACE UTILITIES ARE PER SURVEY CONDUCTED BY ATLAS GEOSPATIAL. z 0 NO. 1. _SEE SHEET 2 / @ INSTALL 22S PVC BEND 0 INSTALL SEWER CLEANOUT PER DETAIL 03. SHEET 11 DEMOLITION NOTES f--- 0 ::) 0: f---U) PRIVATE IRRIGATION CONSTRUCTION NOTES INST ALL 2" RECYCLED WATER SERVI GE PROTECT IN PLACE REMOVE ITEM ABANDON/REMOVE UTILITY CONNECT 2" RECYCLED WATER LINE TO EXISTING RW MAIN IN CANNON ROAD CONNECT RECYCLED WATER LINE TO PRIVATE IRRIGATION PLAN PER SEPARATE LANDSCAPE PLANS. BACKFILL EXISTING UTILITY VAULT WITH CLSM (SLURRY FILL) ELECTRICAL CONSTRUCTION NOTES I INSTALL SWITCHBOARD AND TRANSFORMER PER SEPARATE PERMIT C 4121 Wester[',' Pl~c<o #112 r-;ewporl Beach CA So2660 .¾· CIVJL ~,,._ THIS IS THE APPROVED TENTATIVE MAP/SITE PLAN -~ OF CAL'' FORPROJECTNO, _____ PERCOJ\l}ffiONNO.__ ~ ¼ _., ~ ,4 1/14/2021 APPROVED * / PLAr-NJNG Dl\"!510~ DATE ENGl);J;l;Rl~G DIVISIO'.'i DAIL AARON M ALBERTSON R.C.E. 65513 EXP. 9/30/21 DATE QUITCLAIM OF EASEMENT. SEE SHEET 13 . I SH~ET 11 CITY OF CARLSBAD DEVELOPMENT PERMIT FOR: BMW OF CARLSBAD PRIVATE UTILITY PLAN SOP/CDP SUBMITTAL ADDRESS: 1060 AUTO CENTER CT. CARLSBAD, CA 92008 11 SH1E~S I z 0 u 0: 0 LL f--- 0 z Recommended l\'Ilnimum AC and Base Section Thicknesses Drive\\~ay.s Parking Stalls * as~ume<lR-Value = 78 Ti,afiii · / .•. Aspw,lt ;R.C:ilaln;·•· · Index· · C:oncr~ie(fn.) ·. 50 50 5.5 4.0 4.0 3.0 .. Agg,~,.ate .. . Base?' (in,) 4.0 4.0 Asphalt concrete pavement construction should be m accordance with the following recommeudations: • The planned pm·ement structural sections should consist of aggregate base materials (AB) and asphalt concrete materials (AC) of a type meeting the minimum Caltrans and City of Carlsbad requirements. • The subgrade soils should be prepared in accordance with the Correctil'e Grading section of this reporr. • TI1e AB and AC should be compacted to at least 95% relative compaction. CONCRETE PA VE:\1El'\T TIDCDESS RECO:c\111-'lEl'\DATlO~S It is anticipated that P01tland Cement Concrete (PCC) pavement will be constructed as part of the drive way approa;:hes. The table beiow provides minirnmu PCC pavement section constructed over properly prepared subgrade and AB section. Recommended ::\Unimum PCC and Base Section Thicknesses · -.... -.· .••·. • J:ramc: . ;I>IZ'.t:(ilL) •• /Ag~·¢g1t~>. Liicarlon Jl:vruile •1t11:lex .·· · · Bll!se*(~} 50 6.0 6.0 4.0 * assumedR-Vahre= 78 Concrete pavement construction should be in accordance with the following reconunendations: • The pavement stmcmral sections should consist of aggregate base materials (.'\.BJ and Po1tland Cement Concrete (PCC). • The sub grade soils should be prepared in accordance ,vith the Correctfre Grading section of this report. • The .'\.B should be compacted to at ieast 95% relative compaction. AC & CONCRETE PAVEMENT DESIGN RECCOMMENDATIONS REFERENCE SOILS REPORT BY GMU, DATED DEC 13TH, 2019. 11 NOTTO SCALE /0'· IZ' 12' 41' 27' 102' 51' .fl' 1/2" THICK PREFORMED EXPANSION JOINT FILLER BOTH SIDES OF BAND (TYPE PER SPECS). INSTALL 1/2" BELOW PAVEMENT SURFACE AND COVER WITH ELASTOMERIC SEALANT, COLOR MATCHED TO CONCRETE. TOOL EDGES WITH 1/8" RADIUS . ADJACENT PAVERS 12" CAST IN PLACE CONCRETE FLUSH BAND. COLOR AND FINISH AS SPECIFIED ON PAVEMENT FINISHES PLAN. / ADJACENT ASPHALT \ SLOPE PER PLAN 4" DEEP LAYER OF CLEAN -----J;=~'----'*--:---,---..L--y--''.:._<!,--..,...,/ SAND WITH 10-MIL d VISQUEEN MOISTURE BARRIER MID DEPTH IN SAND. MAY BE OMITTED IN NON-EXPANSIVE SOILS. REFER TO SOIL REPORT RECOMMENDATIONS. UPPER 12" OF SUB-GRADE MOISTURE-~ CONDITIONED TO OPTIMUM AND COMPACTED TO MIN. 95% 4 FLUSH CONCRETE BAND DETAIL NOTTO SCALE r SEE GRADING PLAN FORFSANDTC ELEVATIONS. ~-~----<!"· ~_, a CI: ~w 6"EXTENDED --- CONCRETE CURB -' --- 16 MIL WOVEN COATED POLYETHYLENE IMPERMEABLE MEMBRANE 6" MIN. N0.57 OPEN-GRADED STONE BASE. LINER <J ' __ , ~> ' <( 0) 0.. ,____ ,__ ' ,-~~ ----, ' --_f SOIL SUBGRADE __ _J ONLY TO BE CUT TO GRADE. NOT TO BE PROCESSED OR COMPACTED. tn 9 12" CONCRETE BAND.SEE DETAIL 9 .. ADJACENT ASPHALT PAVEMENT 16 MIL WOVEN COATED POLYETHYLENE IMPERMEABLE MEMBRANE LINER 2" THICK BEDDING LAYER OF ASTM N0.8 STONE NON-WOVEN PERMEABLE GEOTEXTILE FABRIC. MIRAFI 160N OR APPROVED EQUIVALENT., FINAL APPROVED MATERIAL TO BE APPROVED BY GEOTECHNICAL ENGINEER PERMEABLE PAVERS PICP FOR PARKING STALLS 10 NOTTO SCALE 10' .I I YA/?JE5 -72' TO '!2' SEE FUN5 36' YARJ/3S •36 'TO 56' VAKIES-18'/AIN. VAi/iS • /B'MAX. · 6.5' 4.6' I 51:Ef'[AJ,/iJ VARfES•26'TIJ46' SEEPtAN5 0L7IMI/TE IMPl?OVllM/WTG 8Y Olfll!Jr$ SEE Pl..4$ 5e£ PLANS ;: 4'CR'QOO"/V£ CONC MELI PVM'r YAK/ES· l/AA'IES· ,;;I, O'IER4'CLJi AB5liRF.4CE 'i''.IWC, '?WAX. .; £XPOSFJ) A66R£G£E.RJR ~ ~ liJCATIONS SEE PIAN VIEW~ ii!;" SRALL BE 80R!J£REl> WITH 4• X 12," , CJ!ARCiJAL CtJt.OR£IJ EPJCK PER z,; 2~ arYOF~BMlANDSCAPE CUT ~ GIJ!fJEJJNESI MAN/JAL SLOPE t -!•+---. _¥%_ ., ~ 27:MJJV. ✓6'/NT 7,FE.,YC# --.... , .,,Z,,f' r'A'/YATE Q,171//7¢<{ -fill/MATE 1:,aw. \_ 2°, 6" R@· ELEVATION wOOI:i IIE.400.' t," TYPE 'e-1' CIYIC !i4A.C. O/IEI? 6' MEOIANC/Jfi'.8 CLil A.8.PER.FRELIM.'R.'. 6"TYPE'6'CONC CYEK 6" CL Il ¥AL/IE (SEE STf/tET NWE Clf/(/3.; 5t/TTER AB (MIN./ NO I, SI/T J) OVER 6" Cl.. 1! CANNON ROAD A8. (MIN.} ,,,,,,,.,,,,.,,,======== STA. 31+20. 7 TO STA. 38t44.70 NO SCALE * • +5%, 511/, :!1•20.7 TO S!il. Si!+/!5; • • EtEVI/TftJ/1 oMOWi/ IN Plftlr/U: ,,,_ ~·:.~ ;t/.;: " .w VAKiE.S +53/..-TO -2¾, $"&4 El5+25 TO 5P1.~Bi44,.70 H• ·:5Z, SiJf. 6!•-11.6 TO 5i.4. 3g;t5, --•----... --·-·--· ----~-' • l:.LEVAT/ON 5ifOWN IN Pi.,W VIEW SJ' r; 51' ® l STREET L/tSHT I FIRE IIYMIWT 'ATER SERYICE MErERBOX ' Z:f ~tAD.S-Cl!TOl1F/t{ .1'';~,v SLOPE WHclfE . "'""· tJO:VRS-... , ClfT_SlJJPE-Sf'e GRAbtNG S£e Gl1A[)JNG Pf.ANS - Pl.ANS · 4'CtJIJC. S!f)£WALK OVER 4• CL. JI A.B. (MIN.) 10' 41' 41' /0' (!LT/MATE IMl'l<OV!!l.fENr5 .BY OTl{E/f5 iN Cllfar<R 5/£JP£ WU. OC{;f/1?$ PL.ANS !IIT/h1,4TE ,f.t:UK EIEK4T/0/I 12' 12' 21' Y;IKIES·l!J'M!I✓. 1{4R/E5-k'MJIX. SEE FLAJ/5 SE£ fl.AJ,(S 4" OECOR C0NC. MEil PYMT VARIES-, VARIGS- OVER tl'G. AB..51JRFACE, '?W.4X, 'l'MAX. ;, EXPOS8J A '$A7c. fOR PlAJVTl!R ~ LOCATIONS 'EE PIAN VIEW PI..ANTBrS lli!"l 5/fAll. 8£ $0RDERE£J Wfil{ 4•~12, ' "''~ CJl.ARCOAL t:ol.ORED BR/Ck PER I lit'!" CITY OF CA!ff.SBAIJ LANDSCAPE GI.JiOWNf:Si MAN/JAL I YAK/ES• 32'NIN. 5eEl'LIW5 15' -4. 57l?cET iJBHT/ FIRE JIYOf',ANT W,fffR SERVICE MEIEJ?BOX , I f%MlN. J ~N. 2% --2¾ 2~1, -·-·1'-IW?!cS- 1£.,-2:1 MAX CUTSlfJP£· 5££ GRA0/116 Pi.ANS fZ• ✓tt&r 7iPEA1t'# FM Aef'//UTE UT/L/TIE.f . ~-----~ . -~~,---~-- ~-~'8-f'CllNG. I 5'AC.;Y~:~ , . G'~PE'G'_); 2",6'/fEI> WOQPlffW)IY{ AfEl)IAN CIIRB __/ CL.II A.13.FEK FRELJ!il. COIJC. all/5 OYER 6" Cl.JI 'R.' VAiJJE ($EE Silft±i t.. =If . AB (MfN.} MUTE NOJ, S11T. I) OVER 6" CLJI CANNON ROAD A.B CMIN.) STA.38+44.70 TO-STA. 42+39.88 NO SCALE • = cl.eVATIOl'I 51/0MI I» P/iaF/Llf J • El,E//1!7/0N SlfOJlffl 1H PLAN WBW f • Ell!V.4TIO// 51/(1?/N ti/ f'/P"IU: WHER!? OCCtlRE, SEE PiA,vt; " "CONC. 5/fJEWA!.}( OVER 4•a_ II AB. (MIN.) 26' /()' 4.5' , 5.5' VAl'.!E5-JZ'/MX. 'IARIE5-ZO'A1Jfl. 5.5' 4.5' 5/flf f'tANS SE& P.u/J.IS VA-1'1$-VA/;'/t'S- 6'M4X. 6'M4. /5' 4• OECORATIYE COIVC. ~AN PVM'T WER 4" CL II ABJ I I 4't'O//t: J/.OEI/IAU( =('£~5;£Pi.AµS j I t.lPER,(•t'LI A..8.--. EXPOSEIJ AGGREGATE:--r, -! 1--_ 2' c ..t'/A'.) ~ef.s1J:£Er L!BHT/l'IKE /iYfJ/?4NT /W.47:oF!SFIMCE MflEl<BOK ' VARJES--'Z: I 2 ., ., Cl!TOl'.f'/tl SLOP!: 2':Mlli, Zil'.M!N.I. "' 2Z Y -2¾ .,, 2i, " --.., ~. Ml«. Cf/TOI{ RLL SlOPE lfflal'EO(C{fl<S SEE GRADINff .. tJO:VRS- .. ?=e G -J ··, 4" Cl)JVC. MAINE 4"A( OYER 6' ~'TYPE '!N'caNC. ACC/:SSWA[J( (MR 6'!Y?f3'/J'(l}Nt;. CL JI A.6. PER Pf(f!JM. ,#EOIAN Cl/K. 'f:f/.,If ~'tljlERE C/ff/5 & 6llTl!:11 'R' VA11/E ( SEE OVER 6" CL 1I "'""""-'-= PiN/5; OVliR G" CL II STKEET NOTE NO. I, All (MIN.) All. (MIN.I SHEET I) CAR COUNTRY DRIVE STA. o+OO TO STA. 33+ 00.48 NO SCALE 9 • Sl:VATION 5/iOWl,I IN PROFILE WRERI: ,:JCCUR.,,, ,seE !'I.ANS ' lJ I '4' JOI#?' l7PEHCA' Ii/If l'RIYATE UTILI.T/£,f Pt.ANS l • TOPOf ttl/?8 l!i.eV.47/0N • 1 ELE!/i/T/Oll ·ti 12', EXCEi'! AS SlftJJYN 0TIIEl?Wl5t IO' 4. , 1 5.5' ' WIRIES-~ 2:JMAX. ~ C//TORi"/LL SLOPE WHeRJi · · OCCURS-SEE ,,, Gf?AD!N/5~ I a; , . -· . ZtJ' 60' J 30' 20' 4'Ca¥C JIUH'-4£1< 0/'EA'ef'/:La A.t3. (/4'/N) 2% - 4'A.C. OYER I?,• CLll:A.8,/lERPmlM'l<'VAI.JIE. (SEE STR.t:teT NOTE NaJ,Sl!T. /) wrtPe'e' CONC. CIJ/<8 ;f!,l/TT/;H OVE/?6'CLJI 'If= ELEVATION SHOWN IN Pl?.OF!LE. l · TOP OF WRB ELEV. • f; ELEV. . A.8.(MINJ . AUTO CENTER COURT $TA. o+OO TO STA.4+36.00 NO SCALE 5.5' 4.6' 4.STKk"r L/8111/FIKE HYfJ/{AHT 'tm:RSERV!CE M£'IER BOX ·---·· · ··· ✓ VAl?IES-z:t MAX. j C/JT Cir F/iJ. SLOPE . WHERE OCCtJRS- Jj>/..V.T TA'EA'@ RR /WIYJTr tlllL/l'?E.! ' sEE_ Gf'#_!NG Pf.At{$ ..... . TYPICAL CAR COUNTRY EXPANSION STREET SECTIONS PER CITY DWG 285-2 NOTTO SCALE 8' MIN. ; i 6 x 6 W2.9 x W2.9 'MNF TOOLED EDGE AC. PAVING CONC. PAVING I I-, -. -;·• :-.,, < 3'-0" MIN. ASPHALT CONC. AREA APRON 1' O" A.C./CONCRETE PAVING TRANSITION NOTTO SCALE __--STAINLESS STEEL FASTENER (1YP.) ~--WHITE LETTERS & SYMBOL ON BLUE BACKGROUND ...._ __ CALTRANS SIGN R99 (CA) _,,----CALTRANS SIGN R99B (CA) ~~~(_.-----CALTRANS SIGN R7-8b 5 ..____ ADDITIONAL SIGN AT VAN ACCESSIBLE PARKING SPACES ONLY 0 I r-- __,,---1 1/4" GALV. SCHD. 40 STL. ' co I n PIPE W/CAP 6" CONCRETE BOLLARD ~--FINISH GRADE ... 1 '-6" DIA. CONC. FOOTING --=t:::===m==t-:--. --:;:::::------~--n,r--r. >;,,.--- I ' NOTES: 1. OFF-SITE SIGNAGE PER CALTRANS STD. A90A. CD l I ' ·T 2. PROVIDE SIGN AT EACH HANDICAPPED ACCESSIBLE PARKING STALL. ADA PARKING SIGNAGE NOTTO SCALE 4"WIDE PAINTED BLUE STRIPES; TWO COATS (,· 0 4' ff' MIN. SEE PLAN 1 :20 MAX SLOPE 2% MAX CROSS SLOPE NOTE: MAX. SLOPE IS 5% IN DIRECTION OF TRAVEL WITHOUT HANDRAILS CONSTRUCTED OR IN PLACE. 4' WIDE ADA PATH OF TRAVEL NOTTO SCALE STRIPING +N ~"'c,·N PARKING SIGN MOUNTED ON CONCRETE BOLLARD SEE DETAIL 6 ON THIS SHEET EQ. z 2 [XJ STRIPES; TWO EQ. , COATS 1 :i-----t-~---., .,,-,-SYMBOL, TYP. 1 I @ ALL ACCESSIBLE I IIA:11 I~ [II SPACES. SEE DETAIL BELOW 9' MIN. y @ VAN STALL SEE PLANS 9' MIN. NOTE: ACCESSIBLE SPACES AND AISLES SHALL BE LEVEL & ANY SURF ACE SLOPE SHALL NOT EXCEED 2% IN ALL DIRECTIONS. C9 (9 3' ADA PARKING STALL NOTTO SCALE C9 APPROVED SDP 2019--0005/CDP 2019-0013 3,250 PSI ~ DEV 2019-0198/MS 2019-0003 TYPE II/IV CONCRETE NO 3 BARS a z:j:."-•~~-__ ,,:•_,,_,,,,_:.:..•-;;~@ •1s" LO~,:,,"-.. __ " .. ~.~-_.;-· _J O.C.B.W. <D 1· :. ·.; ' -._--_. _,' ._'. .::.·. ,· " .. ' ; , '·, ,': L ·: ---·---.. · ____ -.-___ -. --------------. --------J NOTE: GEOTECHNICAL ENGINEER TO ' ,~»----» 1· .· ------,---•·-·"-'"1 APPROVED AGGREGATE BASE, BE ON-SITE FOR INSPECTIONS FOR 95% RELATIVE COMPACTION. CONCRETE WORK. CONCRETE SIDEWALK NOTTO SCALE CONG. OR AC DRIVE AB 3' N 1 '-6" AC 3/8" AB 3' WIDE CONCRETE RIBBON GUTTER NOTTO SCALE 1 /2" RADIUS TYP 6" 1-1/2" i'D 1% MIN. I PAVEMENT ~~~ 1/. Y//.>:'.->)'.-'.,>. Y/ 7 , SECTION 6" PCC CURB DETAIL NOTTO SCALE CONCRETE CURB-~ 6" 2'-0" STEEL T OWEL FINISH ' I 1 /2" RADIUS ClJ w 0.: u ~~ I BATTER 1 1 /2" C) 2 (9 I 1/4'/FT. 6" 1 1 1/2" 1" RADIUS lc1 112" A.C. PAVING 1.0% MIN. I COMPACTED SUBGRADE y. PCC CURB AND GUTTER SECTION NOTTO SCALE NOTES: 1. ALL STROKES TO BE 2" WIDE. 2. PROVIDE TWO COATS OF PAINT. 3.BLUE BACKGROUND WITH WHITE SYMBOL. 4.LOCATE SYMBOL AT CENTER OF STALL WHERE SHOWN ON SITE PLAN. 5.0NE SYMBOL FOR EACH HANDICAP PARKING SPACE. I I ' 4 0 Cl] 0: 0 LL f-0 z z 0 0 :::) 0: f-en z 0 0 0: 0 LL t5 z I s~~ET 11 CITY OF CARLSBAD 11 s~E~Ts I * DEVELOPMENT PERMIT FOR: BMW OF CARLSBAD DETAILS & TYPICAL ROAD SECTIONS SOP/CDP SUBMITTAL _}t CIVIL ~,9;" THIS IS THE APPROVED TE"1TATIVE MAP/SITE PLAN .:,; 'le o, CAL,, FOR PROJECT NO. ___ ~ PER CONDITION NO.__ ------:?':?~~;2-,~/;:;;;:;::;;:::======= ADDRESS: 1060 AUTO CENTER CT. ~"-,fo ? 1/14/2021 CARLSBAD, CA 92008 PLA"-INNG DlVlSlO/'. DA TE E;sGINEERlNG DlV!SlON DATc AARON M. ALBERTSON R.C.E. 65513 EXP. 9/30/21 DATE 6" 4D 15" DIA VC OUTLET TO PUBLIC SD LINE 6" CONCRETE WEIR WALL ORIFICE PLATE HMP OUTLET STRUCTURE WEIR DETAI (N.T.S.) 6" PVC PIPE EMBEDDED IN 4" CONCRETE WALL 1.125" DIA ORIFICE THRU PLATE HMP OUTLET STUCTURE FLOW CONTROL ORIFICE PLATE DETAIL (N.T.S.) 12" DIA PVC INLET PIPES FROM ONSITE DETENTION VAULTS 2 4"PVC RAISED HEAD PLUG 4" PVC SLIPX FEMALE ADAPTOR SEE DETAIL ABOVE CONCRETE CAP SEWER A 5.66' 5.o' I ~----------;f✓ 1 I OVERFLOW WEIR A< A Ll • • A A < _-1 ·4 Ll • A .s ,. A • Ll . _L] , • Ll METAL PLATE ON OUTLET SIDE OF WEIR ,, 6" PVC PIPE .· cc-'CCb:f'a EMBEDDED IN CONCRETE 1.125" ORIFICE ON METAL PLATE OUTLET STRUCTURE SECTION A-A 2 NOTTO SCALE ALHAMBRA FOUNDRY FRAME & COVER A-124D OR EQUIVALENT OUTLET BOX INV A TOP OF PAVEMENT OR GROUND SURFACE rRIM ELEVATION / SEE PLAN STANDARD RUBBER PLUG --~ NOTE: SIZE OF VERTICAL RUN TO BE ---'------'-W,..."'--~-"-- 4"MIN DIAMETER 31/2" MAX S"(TYP) ,__ __ 30D0 PSI CONCRETE HMP OUTLET STRUCTURE DETAILS 2 f=-_ ___ -1c----CONCRETE "SEWER" CAP BROOKS# 1 RDSC CONCRETE YARD BOX BROOKS# 1 RD STANDARD RUBBER PLUG NOTTO SCALE SITE SPECIFIC DATA PRW£CT NU/IBER e1og ilRD£ll NU/IBER ---- PROJECT NAM£ 81,/W OF CARfSBAD PROJECT LOCA.1/0N CNILS/JAD, OI. STRlicrURE IO MWS UN/r TREATMENT REQUIRED VOLUME ·BASEl, (CF} FLOW BISEO (CF>) N/A 0;239 11/EATMENT HGl AVAllABiE (FT) II/A PEM BYPASs.REQUIRED (CF>) -IF APPUCAB!.E 7.62 PIP£ Im);! 1.£ MATERIAL 0/AMETEII INLET PIPE I 90:57 N/K N/K iNLET PIPE Z N/A N/A II/A OIJTZHPIPE 81.57 11/K 11/K PflfI8EATMElll 8/0ALTIIATION DISC/1ARG£ RIM ELEVt,TION 93.,15 93.15 93.15 Sf/RFACE LONJ PEDES[/{/AN II/A PEDfSlRJAN FRAIi£ ii CfMJ1 '30. OPEN. PLA/Jf/E/1 P24" WfJ/ANDMfD/A 'VOLUME (CY) 5.57 ORIFK,£ SIZE {DIA INCHES} #2,19. WJJl/,/l;f,ffis~ NOT FOR CONSTRI/C1J()N. EOW ro PROVIDE INSTALLATION NOTES 1' CON/1/ACTO/l TO PROVIDE ALL L4BOR, EQIJIPI.IEIIT, MATERW.S AND JI/CIOE/lfALS REQUIRED ro OFFLOAD AND 11/SfAll. ]}IE S'ISlEM AND. APPU/llEJIAIICES IN ACCORDANCE WITH THIS DRAWING AND THE MAIIUFACTURERS SPECIFICA1J()NS, /JI/LESS OTHERWISE STATED IN JIANIJFAC/VREJ/S CONT/IAcr. 2. /JNff MUST BE INSrAl.l£D ON LlVEL B4S£ MAMJFACTlJRER RECOMMENDS A M/NlllU/1 6• lEVEL ROCK /JASE UI/LESS SPECIFIED BY THE PROJECT fJl(;INEfll. COI/Tlf.4CTOR IS flESPfJNSIBIE ro .ml/FY PROJECT ENGINEERS RECOl,/li/E/11}£/) BASE SPECIFJCA11()1/S. 4. COllTlllCfOR ro SUPPLY AND JI/STALL All fXTEflNAL CONNEJ:TTNG PIPES. All PIPES MUST BE FLUSH WITH INS/OE SURFACE OF 'CONCRET£ (PIPES CANIIOr iNTRIIJJE BEYOND FLUSH). INVEflr .OF OUIFL/,W PIPE MUST BE FLUSH W/TH/J/SCHA//GE CHAMBER FLOOR. ALL PIPES SHALL BE. $£Al£D WATE11 7/Glff PER MA/ll/FACTURERS STAI/DARI) CONll$TION DEfAIL. 5: CONI!/ACTOR RESPONSIBIE FOR INSTAl.fAl/ON OF ALL RISEflS, MAl///0[£5, A/1/J HA'TCHES. C01,7RACTOR ro GF/Offf ALL MANI/Ol.ES AND. HA'TCI/ES lQ !IATC/1 FIN/$1/ED SUI/FACE UNl£SS SPECIF/ED OTHERWISE. 6, VEGE/'A7/0N StJPPIJED AND .fNSrAl1£!) BY OlHERS. All. UNITS WITH VEGETA7/0N MUST HAI£ DRIP OR SPIIAY IRRIGATION SUPPLIED ANO• II/STALLED BY OTHERS. 7. CONT/IACTOR RESP()NS181.E FOR· C0/1{/'Acrl/lG BIO Cl.£AN FOR ACIIVA1/0N OF (JNff. JIANUFACTURERS WNIRAIITY IS VOID WITH OUT PROPE!I ACllVA710N BY A BIO CLEAN RfPRESEN/llTIVE. GENERAL NOTES . t; MANIJFACTURER TO PROVIDE ALL MA'TEJl}A[S UNLESS OTHERWISE NOWJ. VEKTICAL I.INlJ£IIIJfWI /V,NffO/J} WI1E PIP£ Sf£ NOTES 9J.15 ·R/11/FG Fl.OW. COlffROL RIS£R 4" PVC RAISED PLUG SPEARS # 450-040 4" PVC SXFIP SPEARS# 435-04D SEWER CLEANOUT DETAIL NOT TO SCALE c,A. DfWN DOWN UN£ PI.ANVIEW C/L --r--·---·-. WETUNDMElJIA BED PATENTED PEllllJ£TBI H7/DAREA ~ P/1£-F/LTEll CAHTRIOGE /NlET PIPE Sf£ NOIIS 6'-1.----:::,:g: _____ ~6· ELEVATION VIEW INTERNAL BYPASS DISCLOSURE: THE DES/GI/ AND CAPACffY OF THE PEAK COIM'IAIICE MEJll()IJ TO BE R£'1/EWED AND N'PROVED BY THE ENGINE£f1 OF RECORD. HGL(S) AT Pf,dK FLOW SHALL BE ASSESSED ro ENSIJRE NO UPSTREAM FLOOOING. PEAK HGL ANO /Jl'PASS Cl'PACffY SHOWN ON DRAWING .IJIE USEJ) FOR GUIDANCE ONLY. i(\ P/WffllB/,J/r AND COIIFIDEIIIIAl: 2. ALL IJIMEIIS/QN$, EU;YATIONS, SPECIRCA7/0NS AND CI.PACITIES ARE _SUBJECT ro Cl1AIIGE. FOIi PROJECJ SPECIF/(: IJRAW/1/GS DErlJ/JNG .EXACr DIIIENSJONS, WfJG/frs A/ID. N/C£SSORIES PLEASE .CONJACr 8/0 CIEAN. ~ 1' o P Ul-6.,.~ ETl.P-J\1! _;,... THE-INFO'fl/A'TKl'l CCNTMED Ii N$ OOCflENT JS 11£ SH ;,.., "" PROPERTY OF RlllE1iR4 IND 1lS ~ THIS DOCiJIIENT, =lf~~~r, llJR.ANYPIRT 11EmJF,_ INlE~-REmXJU.;fJJ•fR" ~ 4JIIUft 1BCB JllllEIClf' M1!C 0t II ANY Jl4NIIE1l S1H Ol.ff THE IIRl11lN C(WS£JIT OF FfJH1UIRA. 3 • <o ·' I co I .v-· -uND!STURBED EARTH . . . ~INVERT ELEVATION SEE PLAN MAI/HOI.E ' ' ~+--+-- ;~~!:!:i~~U~~.itlL_r_~p:, ' " ' '! LEFT END VIEW • ~ MANHOI£ .,t;,_..-VEGE/ill/ON , ' PWlT fSTABI.JSHJIEloff IAfIJ/A 6"U i----e'..Q·-----1 L6. -,~-----~g'--(J"-----11 RIGHT END VIEW TREATMENT FLOW (CFS) OPERATING HEAD (Fl) PRETl1£ATMENT LOADING RATE (CPl,//SF} 0.239 3.5 2.1 WUW/D MEDIA LOADING RATE (GPM/SF) 1.0 MWS-l-8-8-51-611-V-HC STORMWATER BIOFILTRATION SYSTEM STANDARD DETAIL MODULAR WETLAND BIOFlLTRATION SYSTEM DETAIL FOR ROOF RUNOFF 4 NOTTO SCALE HOT-DIP GALVANIZED PLATE GREATER THAN F.D. W/ DRILLED HOLE NOTES: 4" PVC DIAMETER ( d) 2" FRENCH ORAi N (F.D.) INVERT (d) ½" FOR BMP-1. ¾" FOR BMP-2, ¾" FOR BMP-3, ¾" FOR BMP-4 FLOW CONTROL ORIFICE PLATE DETAIL (N.T.S.) 4"PVC SCREW CAP FINISH GRADE WATERTIGHT CAP ON TERMINAL END OF PIPE 4" PVC PERFORATED UNDERDRAIN CONNECT Pl PE TO DOWNSTREAM CLEANOUT OR TO SQUARE RISER 1E RETAINING WALL VARIES PER PLAN SDP 2019-0005/CDP 2019-0013 DEV 2019-0198/MS 2019-0003 RETAINING WALL 3'x3' RISER 2'x2' INTERNALLY} -.5l__ -+--"-,----'I. __5J _ 4" FREEBOARD <I ~----~ OUTLET PIPE NOTES: <I I FRENCH DRAIN NOT SHOWN I 6" PONDING 3" MULCH 18" AMENDED SOIL 3" SAND 3" PEA GRAVEL (a) GRAVEL (a): 7" GRAVEL LAYER FOR BMP-1 & BMP-2; 6" GRAVEL LAYER FOR BMP-3 & BMP-4. FILTER GRAVEL NOTES: BASIN CROS~-;8~CTION (TYP.)G ---~-•-.-:, '·.,· ·····: .. -•, '. ' '. . . . ... ,. ,••, . . ,. . ., , . -.. , .,. ·-" .' ,._ ., --.. 6~,~;;it~;~~K~,~~~;~::~~~11:;~~~~;;i~~l~I'.;1~ \:T t:5/' .. -z:;.> ·-;~~7-·y:~/···;'$~7 -·~t;i'r \::r··w.::t· .. t:~: 3" SAND 3" PEA GRAVEL , 1" GRAVEL 4" FRENCH DRAIN (b) GRAVEL NATURAL SOIL GEOTEXTILE LINER, SEE NOTE (c) (b) 2" FOR BMP-1 & BMP-2; 1" FOR BMP-3 & BMP-4. (c): PERMEABLE LINER FOR BMP-1 & BMP-2; IMPERMEABLE LINER FOR BMP-3 & BMP-4 BASIN PLACEMENT OF FRENCH DRAIN F.D. DETAIL (N.T.S.) 1B BASIN F.D. CLEAr~T~lUT (C.O.) DETAIL0 <I L'l BMP-3 ...,...._...,._. -;- ' BMP-4 RISER HORIZONTAL 4'' FRENCH DRAIN CO. BMP-1 RISER NOTE: FRENCH DRAIN ENTERS RISER AT ONLY 1 (ONE) SIDE. -~·-····•··•.··>· ·. ·. '/ -.·· ... ; / BMP-2 · .. RISER. HORIZONTAL 4" FRENCH DRAIN BMP-1 ·•.C.O. I ·1 t --_'. : ' . :: ·.·, . ·. . .. , . .. , .. :. ' . -·, .. ·,.,', HORIZONTAL 4" FRENCH DRAIN FRENCH DRAIN'\._ ORIFICE PLATE r TOP GRATE v------;" ;. ----------·---" ----·-- ,1 .,,.--. <I ,1 i'.__ OUTFALL PIPE LOCATION PER PLAN - BASIN RISER OUTLET DETAIL/ 1C "') (N.T.S.) ,- GRAVEL & FILTER NOTES (b): 2" FOR BMP-1 & BMP-2; 1" FOR BMP-3 & BMP-4. RISER WALL FLOW CONTROL ORIFICE PLATE (d): ½" FOR BMP-1, %" FOR BMP-2, ¾" FOR BMP-3, AND¾" FOR BMP-4 BASIN LID ORIFICE DETAI 10 (N.T.S.) 0 0) a: 0 LL f--- 0 z C.O. BMP-4 BMP-2 z 0 L_ __________________ __:::='.:_ ____ ___jf--- BASIN FRENCH DRAIN & BMP RISER LOCATION DETAI 1G (N.T.S.) BIOFILTRATION BASIN W/ PARTIAL RETENTION DETAILS 1 NOTTO SCALE C Commercial Development __ _ Resources ~s.ofEss10, ",,.----:-,----.:~<' Today's Ideas. Tomorrow's Reality_ Q;-<,,; 't"-\ll· ALB~ ~ 4121WesterlyPlace#112Newpor1BeachCA92660 /::) () -~t\::>. ~ !? Q:-.:-:<" 1.0 "i. C ""t" ,_._. 0 rn w <( NO._.S5513 Z rr, a,: EXP.'_,(i/:50/21 ;o APPROVED * * If' ._,, ,,?-,,,_ CML , ,,,._,'<' THISISTHEAPPROVEDTENTATIVEMAPISITEPLAN , ·• OF' CAL\~W, FOR PROJECT NO ____ PER CONDIDONNO. __ ~S:4 ~/L~,/i';;;:;:;;;::::====~ "--::?'fa ~ , '+ 1/14/2021 PlANNl"N"G D!Vl$10'.'! DATE l~G!NEERT"-IG Dl\'JSJO'\ D1\T" AARON M. ALBERTSON R.C.E. 65513 EXP. 9/3D/21 DATE -----------------~-------------- I SH1Ef 11 CITY OF CARLSBAD DEVELOPMENT PERMIT FOR: BMW OF CARLSBAD BMP & HMP DETAILS SOP/CDP SUBMITTAL ADDRESS: 1060 AUTO CENTER CT. CARLSBAD, CA 92008 u :J a: f---(f) z 0 u a: 0 LL f--- 0 z 1'-9" -1·-o· . 1• -i7•i--4 j 1 ½ Tl-, + + 1c • • =; C • I -• CENTER C 1 l -' OF ., MASS • ® ..,. + ++ 1• _, 4 • .... + "' I i ~;I I I I .. 7~J--J"-@ T 8' .7• ' PlANVIEW --f 1·-10· i--- -jt'-3"1-t I ' ' I I I • " • V .I ., _, j C _, " .:! -CENTER ~ "' OF I U<ISS "' - _l CENTER OF U<ISS ISOMETRIC VIEW GEOTEXT/1£ FABRIC WRAPPED MIN. 2·-0· 01-m TOP 130' MANWAY ACCESS (rtP.} WflH RISERS TO GRNJ£ \ I PER!M8fR MOOUL£ S/NGI..E PIECE CONSTRIJCnON EXTERIOR VIEW /NrER!OR MODIJ1E SINGLE PIECE CONSlRIJCrION RN/SHEi) SVRFACE AND COMPACrED SUB-8'15£ F---,-~---~oN---~-~E-R~-0-R~r···--~,-• '--~i-~--~------~--~-----------~~J.-c-.-,1 -· i ···-·-·-· ---~ i l2 BOLT HOlES! FOR SECURING PAIIB.. 'IIA11.S (SEE Pl.AN WEW FOR LOCAilONS} I j ~~~--~-'c-----~~_,_,_ __ _,__,, _ _l_ l COMPAcmJ BACKRtl POURED IN PlACE BASE SlAB INSTALLATION NOTES AUER FABRIC/LJNER COMBINATION FOR DmNTION S'fS'!EM (PROV/{)£]) AND INSrA/JB) BY CONTRACTOR) SEE INSTALLATION NO"if: 2 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERW..S AND !NC!DE/1,TALS REQUIRED TO omoAIJ AND INSTALL THE S'fSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING N/D THE MANUFACTURER'S SP£C/FICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURER'S CONTRACT. 2. UNIT MUST BE INSTALLED ON lfllEL BASE. MANUFACTURER RECOMMENDS A POUREO IN PU.CE CONCRETE BASE SLAB UNLESS SPECIFIED BY THE PROJECT ENGINEER. CON"TRACTOR IS RESPONSIBLE FOR VERIFYING PROJECT ENGINEER'S RECOMMENDED BASE SPEC/FICAnONS. J. All PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. (PIPES CANNOT INTRUDE BEYOND FLUSH.) INVERT OF OIJTFWW PIPE MUST BE FLiJsH WfTH DISCHARGE CHAMBER FLOOR. ALL GAPS AROUND PIPES SHAU BE S£ALED WATERTIGHT WITH A NON-SHRINK GROUT PER MANUFACTURER'S STANDARD CONNECTION DETAIL AND SHALL MITT OR EXCEED REGIONAL PIPE CONNECTION STANDARDS. 4. CONTRACTOR TO SUPPLY AND INST/<1.l ALL EXTERNAL CONNECTING PIPES . 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLE FRAMES AND COVERS: CONTRACTOR TO GROUT All FRAMES AND COVERS TO MATCH FINISHED SURFACE UNI..ESS SPEC/RED OTHERWISE 6. TH£ URBANPOND MODULE SYSTEM IS TO BE INSTALLED IN ACCORDANCE WITH ASTM C891-90, INSTAllATION OF UNDERGROUND PR[C,dST UT!LJTY STRUCTURES. PROJECT PLAN AND SPECIFICATIONS MUST 8£ FOLLOWED N..ONG WfTH ANY APPUCABJ.£ REGULATIONS. ELEVATION VIEW NTS Fili BEHIND ONE SIDE BE MORE THAN 1'-0" HIGHER THAN THE Fill ON THE OPPOSITE SIDE. BACKFILL SHALL BE COMPACTED AND/OR VIBRATED TO ENSURE THAT BACKFILL MATERIAL IS WELL SEATED AND PROPERLY /NT[RLOCKED. CARE SHALL BE TAKEN TO PREVENT ANY WEDGING ACTION AGAINST THE STRUCTURE, AND N..l SLOPES WITHIN THE AR£4 TO BE B4CKF!LLED MUST BE STEPPED OR SERRATED TO PREVENT WEDGING ACTION. CARE SHALL ALSO BE TAKEN SO AS NOT TO DISRUPT THE JOINT WRAP FROM THE JOINT DURING THE BACKFILL PROCESS. BACKFILL MATERIAL MUST 8£ CLEAN, CRUSHED. ANGUUIR NO. 5 (MSHTO M43} AGGREGATE OR NAnV£ MATER~L IF APPROVED BY THE SfTE GEOTECHNICAL ENGINEER IF NATNE MATERIAL IS SUSCEPTIBLE TO MIGRATION, CONFIRM WfTH GEOTECHNICAL ENGINEER AND PROVIDE PROTECTION AS REQUIRED. 10. THE FILL PL.ACED ON THE SYSTEM SHALL BE PLACED AT A MINIMUM OF 6# UFTS. AT NO TIME SHALL MACHINERY OR VEHICLES GREATER THAN THE DESIGN HS-20 LOADING CR/T[RIA TPAVEL ON TOP OF THE SYSTEM WITHOUT THE MINIMUM DESIGN COVERAGE. IF TRAVEL IS NECESSARY OVER THE SYSTEM PRIOR TO ACHIEVING THE MINIMUM DESIGN COVER, IT M-i1.Y BE NECESSARY TO REDUCE THE UUlMATE LOAD/BURDEN OF THE OPERATING MACHINERY SO AS NOT TO EXCEED THE CAPAC!TY OF THE S'fSTEM. IN SOME C<1SES, IN ORDER TO ACHIEVE REQUIRED COMPACT/ON, HAND COMPAcr!ON MAY BE NECESSARY IN ORDER TO NOT EXCEED THE ALLOTTED DESIGN lOADfNG. 11. A PRE-CONSTRUCTION Mill/NG IS REQUIRED PRIOR TO PI.ACEMENT OF URBANPOND. GENERAL NOTES STEPPED OR SERRA7EJ} #ID APPUCABI..£ OSHA R£JJUIREMENTS {SEE EW:KRI.L NW I} SDP 2019-000SICDP 2019-0013 DEV 2019-0198IMS 2019-0003 --lr~ --l 1•-9• ~ --j r---1'---0" 7. DESIGNATED EMBEDDED UFTERS MUST BE usm. US[ PROPER RIGGING TO ASSURE ALL UFTERS ARE EQUALLY ENGAGED wrrH A MINIMUM 6D DEGREE ANGLE ON SUNGS AS NOTED AND IN ACCORDAf/CE WITH MANUFACTURER'S UFTING PROCEDURES. 8. MODULES MUST BE PLACED AS CLOSE TOGD"HER AS POSSIBLE. AND GAPS SHAU NOT BE GREATER THAN 1/4 ~ AU EXTERIOR SYSTEM JOINTS SHALL BE COVERED WITH A MIN. 8" JOINT WR,? {ON SIDES AND IVP)_ 1. MANUFACTURER TO PROVIDE Ali. MATERIALS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS, E/..£1/ATIONS, SPECIFICATIONS AND CAPACmES ARE SUBJECT TO ELEVATION VIEWA 1HE PROOUCr D!SCRJi1E/) MU' SE PR()'l£C1Ef) sr ONE Of1 ~ /IS ooans }ND OIi R>.7fH[S 1'ENf1INC US£ PROPER F1IGIJIN/J IV ENSIJR[ ALL LIFTERS Nl£ EOUAli Y ENG'.GBJ WITH A UINIUIJII 611' ANG/.£ ON Ali. SllNGS LINKUP SLAB RIGGING DIAGRAM US£ IR/11/Y ANCHORS FOR IU.NDllNG HORJZONTACLY US£ Ri.-3 AIICHORS FOR TIPPING UPRIGHT AND HANlJLJNG f,£R1104UY EXTERIOR WALL RIGGING DIAGRAM • ELEVATION VIEW B PROPRIET#?f AND CONFlDfNlW...: 11£ IHR:M(J.l1rJN C{)(IWIEJ) IN rHtS ~ JS 'fHE st1£ ff?Ol'EFrrr Of BKJ (,tFJtl EJMRtJ/ilrEJllA ~ irt. .wt~ IN l'Jm' OR AS ,1 J1H01£ ~ r,£ wmmt PE1M5SDI <£ ao ca;w ~ ~ INC. IS PIDtfflfD. • USE-PROPER RIGGING IV ENS1JR£ All LIFTERS AR£ EQ1/JJ1Y £NCAG£D wrrH A IIINIUUM 60" ANGLE ON All SJJNGS PROPRfUIKt AND CONf1DENOO_· 11/E ,,,._,T/QI CQmilNO IN 1JllS' LWJ!!NG IS 71/E: St!/£ PliDPERTf C!C" BIO CWJ/ E1NlflONIJEJlrn ~ IN':. Nff Rfff!ODWIK/N If( Pim CJR ,(5,l lll,'f;U"'llfll/G/JTIH/;RfmE'{l"fR,ltSS1{JN rFB'!l CJENI 'lHC PROIJUC( 0:1/Cfl!BED ~r er l¥itJlE::fEI) Br ONE OR IClllt !IS PATEKTS AND OR OOENlS ~ flMflONMOflN.. ~ IMC. IS PROHflTFD. 9. THE Fill Pl.ACED AROUND THE URBANPOND MODULES MUST BE DEPOSITED EVENLY, AT APPROXIMATELY TH£ SAME fu'YATION, AROUND All SIDES. AT NO TIME SHALL THE Bio.Clean URBAN POND PRECAST CONCRETE STORM WATER DETENTION STANDARD DETAILS A Forterra Company US£ PROPER RIGGING IV ENSURE ALL lJfT£RS ARE £0UAI.1 Y [N(;AG£0 WITH A 11/N/MUM 60' ANGLE ON ALL SUNr;s TOP MODULE RIGGING DIAGRAM Bio.Clean URBAN POND PRECAST CONCRETE STORMWATER DETENTION STANDARD DETAILS A Forterra Company BIOCLEAN URBAN POND DETENTION STANDARD DETAIL (SITE SPECIFIC DETAIL TO BE PROVIDED FOR PERMITTING) NOTTO SCALE 1'-9" 1'-J"-+---1 ½ ,. ,. " ' I :;: 4 '---t @ a·-o· PLAN VIEW ~ 2'J" t -2'-3" 1--= 1'-Jur---!t'-3" " I ' ' ' 1' I J ' , - C I " e ~ "' ei5 ~ § L_ ' --19•1---1 1'-9" 1- ELEVAT/ON VIEWA 1 CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONrACT MANUFACTURER. 3. ANY VARrATION FOUND DURING CONSTRUCTION FROM THE SITE AND SYSTEM ANALYSIS MUST BE REPORTED TO THE PROJECT DESIGN ENGINEER. ··---;;;',?()_:i,r;iaJRY Al-.-'D CQl',FiO[);T,i,1,~ 'i!E -'i\\"G!i'/-'NiM CO,\'iA',V.,D ,r, 'ii;S !)FHl,"IC iS J1-IE SC!.£ F.OOP£i,T'c Of !Ji{) ':,.£1111 i'.kWf'Cl.'!!t[IJ,'At. SS."',-cfS, WC. !.W _q(P.C.fJ'JC.'fO.•; iN f',\1/: !J/1 .15 ~ Wl;O,,-;f,r~wr r~;-1r:=r; PD/,11,,ss,!JN f/ <JIO c,5,1r, 'X-'/$1'/\/Eli<Ai EEPl,'.:;ES, u.,c . .'S ?RC'-;'El'Tf;;. PROV/OE CONAC 6CA67 QR 6CA14 ANCHORS AT 4 LOCATIONS AS SHOWN {TOP SURFACE AND BOTTOM SURFACE OF SLAB) J'-6" Bio.Clean A forterra Company f'-o" --j r-----j r--1 ·-o" ELEVATION VIEW B 'liC ·:.rn.w,'A:..J,, ,:o,,,,,.w,£ //. ,.,., 2lH;Ni .'5 fi/F: I.!.£ ,'fl-J= Gr B.'C C,£.JJ; BMR/J,'.'/.;[/R,.'. S!:1?'.1C.."$, ;,•,'C. ,w.-RlP!/C-!J/JCi'0/1 it! ffio'T Ci? •SJ IW/JIJ" .CiTt"Y.IT 1/-![ H•"l1:,/1 .,C,i"."<"5r0// o,.· R."G GE:..V iJt,.'i?C,'"'-'E'1i;i S';fi'l,CCS, •.'Tu .'S p,~.'d'l"".G, A Forterra Company URBANPOND PRECAST CONCRETE STORMWATER DETENTION STANDARD DETAILS ISOMETRIC VIEW URBANPOND PRECAST CONCRETE STORMWATER DETENTION STANDARD DETAILS 0 co er: 0 LL f-0 z z 0 f-u =i er: f--- (f) z 0 u er: 0 LL b z C Commercial I s~~T 11 CITY OF CARLSBAD 11 SH1E;s I APPROVED ·--~;,; CIVIL .,.~..,__tt- THIS JS THE APPROVED TENTATIVE MAP/SITE PLAN : <' OF CAL'~ac-·, FOR PROJECT NO _____ PER CONDITION NO.__ ----ft~t1--,{..L~======= ~-4-{-1 -"' "121 Westerly Place io712 Ne-,.-port Beach CA ~2660 Development __ _ Resources ~1tofEss1 Today's Ideas. Tomorrow's Realrty. Q;-~'0 \JI. A LB f:? Q~ /'" C') '<-/'<'' ;; ""{"" '., ~ <C N0.,-6_55'13 EX~: ;'g'./30/21 * T94$-S10-8S97 •.wiw.CDRwe~Lcqr 1/14/2021 DEVELOPMENT PERMIT FOR: BMW OF CARLSBAD DETENTION SYSTEM DETAILS SOP/COP SUBMITTAL ADDRESS: 1060 AUTO CENTER CT. CARLSBAD, CA 92008 PLANNIC'<G DIVl~JO~ r:,,,c,1NEERING DIVLS!ON DATl AARON M. ALBERTSON R.C.E. 65513 EXP. 9/30/21 DATE I I L \ ' L ---I--- ,J7 I z: I i ii : I ~ I I z, " (0 I;" ' I I ' I I I I I I L I I I L 22.0' © 6.3' • I I 0.0' 15.0' I I s - EASEMENT 3 TOBE QUITCLAIMED -1 - b -- -- ----_ AUTO CENTE~CT --- CANNON ROAD - 't I \ 1 I I I _j IL ---+- I I I I I I I I I I I I I I EASEMENT 3 EXISTING LOT LINE TO BE REMOVED "--... "--... EASEMENT 3 EXISTING LOT LINE TO BE REMOVED TO BE QUITCLAIMED TO BE QUITCLAIMED. ___J EASEMENT 3 TO BE QUITCLAIMED "" l 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 I \ 0 0 .,; ,-. \ \ 0 2 3 4 EASEMENTS DESCRIPTION EX. EASEMENT PROPOSED EASEMENT CENTERLINE PROPERTY LINE SYMBOL SDP 2019-0005/CDP 2019-0013 DEV 2019-0198/MS 2019-0003 ---- ---- ACCESS RIGHTS HAVE BEEN RELINQUISHED AND WAIVER PER MAP NO. 12242. COVENANTS, CONDITIONS AND RESTRICTIONS, PER DOCUMENT NO. 88-619692, RECORDED DECEMBER 2, 1988. AN EASEMENT TO CARLSBAD MUNICIPAL WATER DISTRICT FOR GENERAL PURPOSES, PER DOCUMENT NO.89-585542, RECORDED OCTOBER 27, 1989. SAID EASEMENT IS CANNOT BE PLOTTED FROM THE RECORD. EASEMENT TO BE QUITCLAIMED. SHOWN FOR REFERENCE ONLY ON THIS SHEET. AN EASEMENT TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR UNDERGROUND ELECTRICITY AND COMMUNICATION, PER DOCUMENT NO. 89-592743, RECORDED OCTOBER 31, 1989. SAID EASEMENT CANNOT BE PLOTTED FROM THE RECORD. '--!" I .., \ 0 0 0 AN EASEMENT FOR THE BENEFIT OF LOT 1 OF MAP NO. 12242, FOR JOINT USE OF AN OUTDOOR LUNCH AREA, ✓ ✓ I ' U,I I i---· ~ ~ ., 0 ~ ~ z 36.0' I I I PROPOSED DRIVE ENTRANCE WIDTH TO BE REMOVED FROM EXISTING ACCESS EASEMENT 30 0 30 I GRAPHIC SCALE SCALE: 1"= 30' APPROVED 60 i 8 9 10 PER DOCUMENT NO. 90-014540, RECORDED JANUARY 9, 1990. AN EASEMENT FOR THE BENEFIT OF LOT 1 OF MAP NO. 12242, FOR JOINT USE OF A DRIVEWAY, PER DOCUMENT NO. 90-014543, RECORDED JANUARY 9, 1990. AN EASEMENT TO PACIFIC BELL, FOR UNDERGROUND COMMUNICATION, PER DOCUMENT NO. 1996-0347513, RECORDED JULY 11, 1996. A NOTICE OF INTENT TO PRESERVE INTEREST IN EASEMENTS, PER DOCUMENT NO. 2008-0229375, RECORDED APRIL 29, 2008. A NOTICE OF RESTRICTION BY COASTAL DEVELOPMENT PERMIT NO. CDP 00-04 AND CONDITIONAL USE PERMIT NO. CUP 00-04, PER DOCUMENT NO. 2010-0261676, RECORDED MAY 25, 2010. A NOTICE OF RESTRICTION BY MINOR CONDITIONAL USE PERMIT NO. MCUP 10-22, PER DOCUMENT NO. 2012-0019015, RECORDED JANUARY 12, 2012. AN EASEMENT FOR THE BENEFIT OF LOT 2 OF MAP NO. 12242, FOR JOINT USE OF AN OUTDOOR LUNCH AREA, PER DOCUMENT NO. 90-014541, RECORDED JANUARY 9, 1990. AN EASEMENT FOR THE BENEFIT OF LOT 2 OF MAP NO 12242, FOR JOINT USE OF A DRIVEWAY, PER DOCUMENT NO. 90-014542, RECORDED JANUARY 9, 1990. Ex1s·r1NG STRUCTURES SIGN ENCROACHES ONTO PUBLIC RIGHT OF WAY BY 3.3'. BLOCK WALL ENCROACHES ONTO SUBJECT/PRIVATE PROPERTY BY 0.7'. UTILITY VAULT ENCROACHES ONTO SUBJECT/PRIVATE PROPERTY BY 1.5'. UTILITY VAULT ENCROACHES ONTO SUBJECT/PRIVATE PROPERTY BY 3.8'. BLOCK WALL ENCROACHES ONTO SUBJECT/PRIVATE PROPERTY BY 6.3'. EXISTING ACCESS DRIVE CROSSES THROUGH SCHEDULE B ITEM 1 (EASEMENT 1 ABOVE) RELINQUISHMENT OF ACCESS RIGHTS. POSSIBLE ENCROACHMENT NOTES REFERENCED FROM ALTA SURVEY DELIVERED FROM COMMERCIAL DUE DILIGENCE SERVICES, DA TED 03/18/16 C Commercial Development I s~~ET 11 CITY OF CARLSBAD Resources ,-._-o,==E=-ss-,~% , ,:,' " ~,,,, Today's Ideas. Tomorrow·':, Reality. 4-~ ~ ~-A LBe. :" ,~ 4121We;;;t-::rlyPlace #112 Newp,;;,tBeachCA92660 t! C) ,~-~ ~ !:! Q:-_'('· lf1 "i. c, "'t" '""' 0 r<1 w < N0.,95513 :Z l"'l 0::: EXf. '._,g-/30/21 ;o * ,, * T 949-510-8997 "'ww.CDRwe~l.ccm DEVELOPMENT PERMIT FOR: BMW OF CARLSBAD TENTATIVE MAP EXHIBIT SOP/CDP SUBMITTAL 0 [I] a: 0 LL f-0 z z 0 f-u =i a: f-(j) z 0 u a: 0 LL l-o z f~h CML di":,'-,. THIS IS THE APPROVED TENTATIVE MAP/S!TE PLAN :: , '° OF CALI~ FOR PROJECT NO·~---PER CONDITION NO._~ ~~:::,;:;1~z;'.;';i'.::;::;,t;;::::::=====- ADDRESS: 1060 AUTO CENTER CT. 1/14/2021 CARLSBAD, CA 92008 PlAW-INGDIVJSIO\I DATE C'<Gl~EERl"lG DIVISIO'\ DATE AARON M. ALBERTSON R.C.E. 65513 EXP. 9/30/21 DATE -------------l ------------------ n v-· ;fC ',<. '/ ~ }11 t' ·, { _/;-;.'.. ~ i1Ji;,,~;1)l! )¢\,::),"·, -~);, ,,.,Y; , ,,. '/.,./' / " '-?;); ,~ (, ·\;,,--' ;{ / ' 63,© / 150' HOSE PULL j;,. ................. \/..' .150' -. . ; HOSE '•·" ' . PULL . '-,;;;;. ------· ------- ..... "•·--.:.__ ' . ·-:-> '\.,_, . . •.,. ·<.c_:-:.1::;'.-:>, .. _f''O . . '·, .. ........... -: . :-:--::-.;;:,.>:. :-: . ........... -~··················'• --,._ .,.,.,....., ·;;~!i!It!~\~f m:~- ~ .. ,.y,.,v ~-. ..,_ I PROPOSED PRIVATE FIRE HYDRANT $ -"'L1""/-~/ < l 4/ / I PUBLIC FIRE HYDRANT PROPOSED ACCESS OPENING I I FIRE MASTER PLAN CARLSBAD BMW SDP 2019-0005/CDP 2019-0013 DEV 2019-0198/MS 2019-0003 1060 AUTO CENTER COURT - . ~~ PUBLIC -.... ·· · , . FIRE HYDRANT • . I I I I PROJECT SITE VICINITY CITY OF OCEANSIDE HIGHWAY '8 PACIFIC OCEAN MAP GI J 1,,-_;,_ kl'' ' ' dA' ·.'; ; I • NOT TO -@-SCALE CITY OF VISTA ~ q,.O CITY OF SAN MARCOS CITY OF ENCINITAS LEGEND -- --- II 11 FIRE HOSE PULL PROPOSED POST INDICATOR VALVE PROPOSED STANDPIPE PROPOSED BACKFLOW PREVENTOR PROPOSED FDC EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT 24' WIDE FIRE LANE FIRE TRUCK -0 30 1111 _I GRAPHIC SCALE SCALE: 1"= 30' 60 l 0 co a: 0 LL f- 0 z z 0 f-(_) ::i a: f- (f) z 0 (_) a: 0 LL f-0 z C Commercial ~I CITYOFCARLSBAD I~ APPROVED Development ..---:=,...__ Resources ~1>-oFEss, a,i, <) :..,.--c-:--..:: '4(, ~-Today's Ideas. Tomorrow's Reality. Q;:-~ ~ ,J,.. A LB("_ , ('"': 4121Wester1yPlace l.l112 NewporlBeachCA92660 f!i () .. tf> ~ TB45·610-S99i www.CDRwest.com C? (2:-\'·. u'> ..,. ;; "'{" ,'.::-, 0 ~ w <C NO ... 65513 :z rn a::: EX~.-;"e-1/30/21 ;;o * .. _f~;,-CIVIL ,~ THJS JS THE APPROVED TENTAT!VE MAP/SJTE PLAN :; < OF CALI'<¢; FOR PROJECT NO, _____ PER CONDIDON NO.__ ----:::::S'-::;;tr,...,z/~::;;;;;;;=:======-~ ,,-;a,,. -" 1/14/2021 DATE E'.'<GI'\C:ERJ-:-.:(; DIVlSIDJ\ DATE AARON M. ALBERTSON R,C,E. 65513 EXP 9/30/21 DATE DEVELOPMENT PERMIT FOR: BMW OF CARLSBAD FIRE MASTER PLAN SOP/CDP SUBMITTAL ADDRESS: 1060 AUTO CENTER CT CARLSBAD, CA 92008 --' "'--..__ -----......._ ·~-·- L:\Dropbox (Pror,us)\Pror,us Projects\2019\2019-0099 BM\,/ of Co.rlsbo.d <Co.rlsbo.d, CA)\03. Dro.wings\07. Updo.ted Site Lighitng (no interior plo.ns) (2020-01-20)\LDE-1.dwg '·-..., ·~- APPROVED THIS IS THE APPROVED TENTATfVE MAP/SITE PLAN FOR PROJECT NO _____ PER CONDITION NO. __ PL.".J\"'NING DlVISlON DATE ENGINEERING D1"1,1SJON DATE --: i 1/14/2021 DATE ' i I~ ·l ~-/,.:~- SDP 2019-0005/CDP 2019-0013 DEV2019-0198 MS 2019-0003 CITY OF CARLSBAD DEVELOPMENT PERMIT FOR: BMW OF CARLSBAD PHOTOMETRIC PLAN SOP/CDP SUBMITTAL ADDRESS: 1060 AUTO CENTER CT. CARLSBAD, CA 92008 0 (l) a: 0 LL l-o z z 0 G =:i a: ~ z 0 u a: 0 LL l-o z / l )I I / II.' 1/ .· • I. \ 1 EXISTING CAJEPUT -+-- TREE TO REMAIN IN PLACE (OFF SITE) l/ I QT,QP , V• • / 4 EXISTING QUEEN PALMS TO REMAIN IN PLACE (OFF SITE) .j,l r11 1·• "eo" , /// ! )~·v '--..,_ ' '?; j' j ( '·1,/ / ' / ' 4 EXISTING QUEEN 11 0 / . PALMS TO REMAIN IN PLACE (OFF SITE) s I er I -- EXISTING LANDSCAPE °o I 1/---- /r-- I /1"--- 1 I i't---- 1 r---- i --~--~t· '-~ \ \, \. \J \Q\ ~ ~I,. ~~ 'L ~ ~ f f"1 8" cistt " X / j .iitNt0~~~: =f=.=½. ,p•='·~, .,,,, •.• ,, • . • • •· 4 ~-,,,_;~--, I,. 311 ('."\\"\_'' , t, . ... · ·,. -:~ ~,,:~ -~ " ,. . . A,. . ,. .. .,; ,. )' ';ck ·" . "1). . -1:;~· -1/':" ·t,,. 4· ,. -'t. ~ .. _.-' ~~~,.~-" .· f :::,;P .,,-_ -, , ,. ,, ~~~';7;~~~ '\ <oC ,1. i.~., _,.__ ,·-?l· ~) _r-,-·.\ ;t-c/1,,. -~~0--,,•:_,,.,' . I I l I@ I \ l \ ' l • ~< ! ! 1 O" -, -e~-~j-'¼:~~_: . . -. :.ot · ... I l EX/ST/NG BU/LO/NG n I I I I I EXIST/NG BUILDING \----.. ' " i-·---11 t ,.. t, ... j !,--~1,11. J,~~ ' p_\) ,·~<ooC\f: / !c;:), :; ( ,7'.S,~R80~08F~A8C~C8E~SS~~~~~~~~j;:,:;:~r~· ~~~~~~· ~~e-~~~~~. ~~ --- I I I I !\_SPEED BUMP EX/STING BU/LO/NG ' ' ' ' ---- p_v ' <o0'-1..P' -(1"0 · ;;_ A "'-~. I I I I I. I I I ! I I I EXISTING BUILDING 20 I I I I I I I 0 20 GRAPHIC SCALE SCALE: 1" = 20' I I I !f! I ,,, i;\ Ii, SOP 2019-0005/CDP 2019-0013 (DEV2018-0198) EXISTING LANDSCAPE NOTES: 1. ALL EXISTING LANDSCAPING IS PROPOSED TO BE REMOVED UNLESS NOTED OTHERWISE. 2. ALL EXISTING QUEEN PALMS SHALL BE EVALUATED BY OWNER AND LANDSCAPE ARCHITECT IN THE FIELD PRIOR TO DEMOLITION FOR POSSIBLE SAVAGE AND REUSE IN THE PROJECT. 3. THE SIZE OF EXISTING TREES IS LISTED UNDER THE SYMBOL, INDICATED AS "DIAMETER AT BREAST HEIGHT' (D.B.H.) IN INCHES. 4. ALL EXISTING QUEEN PALMS (SYAGRUS ROMANZOFFIANUM) ARE APPROXIMATELY 12" +/-2" D.B.H. !J. ~ ---------------------§ 8 Q: I EXISTING PLANT LEGEND· 1--------------------·-------1 J TREES: I I 40 SYMBOL I BOTANICAL NAME : CUPANIOPSIS ANACARDIOIDES FICUS RUBIGINOSA 0 , MELALEUCA QUINQUENERVIA 4 1 SYAGRUS ROMANZOFFIANA I SHRUBS & GROUNDCOVERS: ----..... ,. AGAPANTHUS AFRICANUS ------------- ECHIUM FASTUOSUM '"-----------------------" GAZANIASP. HEDERA HELIX LANTANA MONTIVIDENSIS NAN DINA DOMESTICA PELARGONIUM VARIETIES .. -.. __ , .. PHOENIX ROEBELENII . ' '''' ""' ---. PHOTENIA X 'FRASER\' RHAPHIOLEPIS INDICA : RHODODENDRON INDICUM VAR ! sTRELITZIA REGINAE · COMMON NAME CARROTWOOD RUSTY LEAF FIG CAJEPUT TREE QUEEN PALM LILY OF THE NILE --------- PRIDE OF MADIERA ---------·-·-···--· --GAZANIA ENGLISH IVY TRAILING LAVENDER LANTANA ------·-·-·"· ----·-·--·-·-·----HEAVENLY BAMBOO GERANIUM PYGMY DATE PALM FRASER PHOTINIA INDIAN HAWTHORN SOUTHERN INDICA AZALEA BIRD OF PARADISE 0 (l] 0: 0 LL t5 z z 0 t5 ::) 0: 1-(1) z 0 0 0: 0 LL l-o z I s~~~T 11 CITY OF CARLSBAD 11 SHEETS I landscape architects me. 571-D Hygeia Avenue, Leucadia, CA 92024 tel (760) 943-0760 CA License 2825 Signature 9 /30 /2 ' Rentiwcl D J /20 /2 6ate ,I}~ u.J~Qd--1/20/2020 Richard W Apel, CA Landscape Architect License No. 2825 DEVELOPMENT PERMIT FOR ' BMW OF CARLSBAD EXISTING LANDSCAPE SOP/CDP SUBMITTAL ADDRESS: 1060 AUTO CENTER CT. CARLSBAD, CA 92008 CAJEPUT TREE (MELALEUCA QUINQUENERVIA), STREET TREE, 10 REQUIRED, PLANTED WITHIN RIGHT-OF-WAY. 8 EXISTING CAJEPUT TREES TO REMAIN -~ (MELALEUCA QUINQUENERVIA) LAVENDER LANTANA (LANTANA MONTIVIDENSIS 'LA VEN DER? -PROSTRATE NATAL PLUM (CARISSA GRAND/FLORA 'GREEN CARPET') ··----------' NEW ZEALAND CHRISTMAS TREE (METROSIDEROS EXCELSA) I I / / COAST ROSEMARY---,---- (WESTRINGIA FRUIT/GOSA) / / / EXISTING CAJEPUT .,.,,.,,.~-"'le-' TREE TO REMAIN (OFF-SITE). EXISTING SITE WALLS TO REMAIN EXISTING QUEEN PALMS TO REMAIN (OFF-SITE). OUTDOOR EATING AREA (EXISTING TO REMAIN) I , :fY' / "''':/DRIVEWAY SIGHT ; DISTANCE TRIANGLE INDIAN HAWTHORN I / / / / (RHAPHIOLEP/S IND/CA 'CLARA') d:;,, __ _ V LAVENDER LANTANA \\ . ' )I lLL.d \\f1\,," (LANTANA MONTIVIDENSIS 'LAVENDER? ,-- I I I i I ' i, \ i ' ,,,_ -3 EXISTING QUEEN PALMS ----. -- (SY AG RU S ROMANZOFFIANA) _\--" TO REMAIN -c::w---- ------•<+i-·-----·-. EXI STING INDIAN HAWTHORN SHRUBS TO REMAIN (RHAPH/OLEPIS IND/CA) "·-.., .......... -~:---___ .. , ~ -~ _. - BIORETENTION PLANTER WITH DEER GRASS (MUHLENBURGIA RIGENS) I MODULAR WETLAND SYSTEM WITH DEER GRASS (MUHLENBURGIA RIGENS) BRISBANE BOX (LOPHOSTEMON CONFERTUS) PINEAPPLE GUAVA (ACCA SELL OW/ANA) URBAN STORMWATER UNDERGROUND DETENTION VAULT STRIPED FORTNIGHT LILY (DIETES GRAND/FLORA 'VAR/EGA TA') NEW ZEALAND CHRISTMAS TREE (METROSIDEROS EXCELSA) BIORETENTION PLANTER WITH DEER GRASS (MUHLENBURGIA RIGENS) QUEEN PALM (SYAGRUS ROMANZOFFIANA) STRIPED FORTNIGHT LILY --, RIGHT-OF-WAY LINE/ LOT LINE QUEEN PALM (SYAGRUS ROMANZOFFIANA) PARKING AREA TREE. STAR JASMll~E ON TRELLIS (TRACHELOSPERMUM JASMINOIDES) PROPOSED BUILDING BIORETENTION PLANTER -~ WITH DEER GRASS (MUHLENBURG!A RIGENS) LAVENDER STAR FLOWER ESPALIER ON TRELLIS (GREW/A OCCIDENTAL/S) LANTANA 'NEW GOLD' I ITALIAN CYPRESS (CUPRESSUS SEMPERVIRENS) (DIETES GRAND/FLORA 'VAR/EGA TA') STRIPED FORTNIGHT LIL y l (DIETES GRAND/FLORA · 'VAR/EGA TA') , ' " 6 /j L I / -----,,, QUEEN PALM (SYAGRUS ROMANZOFFIANA) STREET / TREE, 9 REQUIRED, PLANTED WITHIN RIGHT-OF-WAY. CONCEPTUAL LANDSCAPE PLAN DRIVEWAY SIGHT DISTANCE TRIANGLES SIGN ----------~ ~ -! --------------Al< i/ ! ~-CAL TRANS SIGHT DISTANCE <; COAST ROSEMARY (WESTRING/A FRUIT/GOSA) ' ,, . / _, ~-L .[:/;, ii b. <!( r7 ~ jj <l ~ -.. ,v,,..,l U<J / . -----·-. ___ __,,,.. ___ . _____ --1-1--2'.:'.'.--5' -_-t-{_ ---:.::.._._:.:,,.-:------: :~-- \ --CAL TRANS SIGHT DISTANCE SDP 2019-0005ICDP 2019-0013 (DEV2018-0198) 4 [:, . .;:; ;;, ~- J'.) / I v--SIGN ;_,,._....,__,-,---i_ ;'~; !;~?S?~Jl . II ' \c...~--1.. _,_r~--r-"-: : II 1l1~r1~_ ~;1.,'~+-=1---==;>--,---- i ;::_~-Li <°' -C_].J iu' -o'i.l!"il/1.11 5: ; .h-.. C;._ 0 1..._,_,,-.. , i / l;;,x;,,;~-;---~~' / LANDSCAPE CORNER SIGHT DISTANCE TRIANGLE VEHICLE DISPLAY PAD WITH PERMEABLE CONCRETE PAVERS "I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER" RICHARD W APEL REGISTERED CALIFORNIA LANDSCAPE ARCHITECT No. 2825 BIORETENTION PLANTER WITH DEER GRASS (MUHLENBURGIA RIGENS) CONCRETE PAVEMENT CAL TRANS SIGHT DISTANCE LAVENDER LANTANA (LANTANA MONTIVIDENSIS 'LAVENDER') QUEEN PALM (SYAGRUS ROMANZOFFIANA) STREET TREE. 10 REQUIRED ON CAR . COUNTRY DRIVE. INDIAN HAWTHORN (RHAPHIOLEPIS IND/CA 'CLARA') PERMEABLE CONCRETE PAVERS (TYP. SYMBOL) LANDSCAPE NOTES: 1. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE (2% GRADE IN PLANTING AREAS) AWAY FROM ALL STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. 2. ALL UTILITIES ARE TO BE SCREENED. LANTANA 'NEW GOLD' STRIPED FORTNIGHT LILY LANDSCAPE MAINTENANCE RESPONSIBILITY: ALL LANDSCAPE AREAS ARE TO BE MAINTAINED BY THE PRIVATE LAND OWNER. '!I ;,' /i ' . . (DIETES GRAND/FLORA 'VAR/EGA TA') CAL TRANS SIGHT DISTANCE SEE SHEET L-3 FOR PLANT LEGEND & NOTES 0 co a: 0 LL l-o z z 0 b :::) a: 1-(f) z 0 PROSTRATE NATAL PLUM (CARISSA GRANO/FLORA 'GREEN CARPET') 20 0 20 40 U J?~;-;lf-----------LA JOLLA BOUGAINVILLEA / I -· ·'j., ·. I---_ I l RUSTY LEAF FIG TREE " (FICUS RUBIGINOSA) -··'·1 ----CORNER SIGHT T'-===25=',-==-··'=,"'"r -7 ~/-~ DISTANCE TRIANGLE I (BOUGAINVILLEA 'LA JOLLA') landscape architects lilC. G71-B Hygcia Avenue, Leucadia, CA 92021 tel (760) 913-0760 CA License 2825 i'\\DSCAP,o 'i:l,;"""""""'=.-'.,.__L-2\-\fs \\--'4-,=I-'-,~~-II * Op CA I.. /?~u.J.(Ju& 1/20/2020 Richard W. Apel, CA Landscape Architect License No. 2825 ~~l-~-~-~---I LI,,, -- GRAPHIC SCALE SC ALE: 1" = 20' I s~~~T 11 CITY OF CARLSBAD DEVELOPMENT PERMIT FOR BMW OF CARLSBAD CONCEPTUAL LANDSCAPE PLAN SOP/CDP SUBMITTAL ADDRESS: 1060 AUTO CENTER CT CARLSBAD, CA 92008 I a: 0 LL l-o z PLANT LEGEND TREES: SYMBOL ABBREV. BOTANICAL NAME 0 0 0 0 0 ~ CUP SEM CUPRESSUS SEMPERVIRENS FIC RUB FICUS RUBIGINOSA LOP CON LOPHOSTEMON CONFERTUS MEL QUI MELALEUCA QUINQUENERVIA MET EXC METROSIDEROS EXCELSA SYA ROM ! SYAGRUS ROMANZOFFIANA : SHRUBS: ---·-·. - ACC SEL AG_CA SELL_O\/VJANA JF'EIJOA SELLOWIANA) _ -- CARGRE CARISSA MACROCARPA 'GREEN CARPET' CD [ill] ~ 0 CD 0 ....... """"'''' ..... '""' ... ,... ······- -----------------····--··-- BOU LAJ ·---·-·-. -------···-·-'"'" -13OUC,AINVILLE:A '_LA JOL,L,A' (13USH) - DIETES GRANDIFLORA 'VARIEGATA' --·--- GRE OCC , GREWIA OCCIDENTALIS ----- LAN MON LANTANA MONTIVIDENSIS 'LAVENDER' -----------------~-., ---------·-·. ------------ LAN YEL ! LANT ANA 'NEW GOLD' ........... RHA CLA RHAPHIOLEPIS INDICA 'CLARA' " -,,. -·· ---,. ------------- TRA JAS I TRACHELOSPERMUM JASMINOIDES ------------- ----- WES FRU WESTRINGIA FRUITICOSA 'MORNING LIGHT' ------:- TRAILING GROUNDCOVERS: ----------. ---- GAZANIA RIGENS VAR. LEUCOLEANA GRASSES: -_M_lJf:1_~1G--MUHLENBlJRGIA RIGENS I COMMON NAME ITALIAN CYPRESS RUSTY LEAF FIG BRISBANE BOX CAJEPUT TREE NEW ZEALAND CHRISTMAS TREE QUEEN PALM PINEAPPLE GUAVA GREEN CARPET NATAL PLUM BOUGAINVILLEA STRIPED FORTNIGHT LILY - LAVENDER STAR FLOWER LAVENDER LANTANA ···1 --· NEW GOLD LANT ANA INDIAN HAWTHORN STAR JASMINE -----<-----... COAST ROSEMARY I GRAY TRAILING GAZANIA DEER GRASS W.E.L.O. HYDROZONES: VL = VERY LOW WATER USE MW= MODERATE WATER USE LW = LOW WATER USE HW =HIGHWATER USE W.E.L.O. HYDROZONE (REGION 3) SIZE ' QUANTITY i NOTES 15 GAL 48" BOX 24" BOX 24" BOX• 24" BOX PER NOTES 5GAL 1 GAL 5 GAL 5 GAL 15 GAL 1 GAL --. 1 GAL 5 GAL 15 GAL - 5 GAL - FLATS 1 GAL 2 1 5 10 7 44 19 106 30 223 4 929 49 345 10 113 MULTI-TRUNK/ LOW BRANCH SINGLE TRUNK STANDARDS SINGLE TRUNK STANDARDS SINGLE TRUNK STANDARDS MIN. 36" BOX OR FIELD DUG. MIN. 12 FOOT TRUNK HEIGHT. · OPTIONALLY, RELOCATE EXISTING. I -42" O.C. SPACING . -. ····-·--" ---... , __ 60" 0 C. SPACING ----·-··-60" O.C. SPACING 36" O.C. SPACING -- • ESPALIER ON TRELLIS , 36" O.C. SPACING ----- • 36" O.C. SPACING -- 36" -48" O.C. SPACING i ..... ,,1,-•. ! ESPALIER ON TRELLIS l ' 60-72" O.C. SPACING ! NOTE: S.F. QUANTITIES GIVEN i INCLUDE SLOPE FACTOR. 15,380 SF. 12" O.C. SPACING 656 24" 0 C. SPACING L M M L M M L L ..... ,.,.,. L L L L L L M L L L LANDSCAPE NOTES: MINIMUM SLOPE PLANTING STANDARDS PER CITY OF CARLSBAD LANDSCAPE MANUAL: A SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: 1. STANDARD #1 -COVER CROP AND/OR EROSION CONTROL MATTING: COVER CROP SHALL BE A SEED MIX TYPICALLY COMPOSED OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE NINETY (90%) PERCENT COVERAGE WITHIN THIRTY (30) DAYS. TYPE OF EROSION CONTROL MATTING SHALL BE AS APPROVED BY THE CITY AND AFFIXED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. o ON SLOPES 3 FEET OR LESS IN VERTICAL HEIGHT WHERE ADJACENT TO PUBLIC WALKS OR STREETS: -WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15, EROSION CONTROL MATTING SHALL BE REQUIRED. -DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR EROSION CONTROL MATTING MAY BE USED. o ON SLOPES GREATER THAN 3 FEET IN HEIGHT, EROSION CONTROL MATTING SHALL BE REQUIRED AND A COVER CROP SHALL NOT BE USED, UNLESS OTHERWISE APPROVED BY THE CITY. 2. STANDARD #2 -GROUND COVER: ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE (1) YEAR). 3. STANDARD #3 -LOW SHRUBS: LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 1-GALLON CONTAINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). 4. STANDARD #4-TREES AND/OR LARGE SHRUBS: TREES AND/OR LARGE SHRUBS (PLANTED FROM A MINIMUM OF 1-GALLON CONTAINERS) SHALL BE INSTALLED AT A MINIMUM RATE OF ONE (1) PLANT PER TWO HUNDRED (200) SQUARE FEET. B. AREAS OF APPLICATION -SLOPES 6:1 OR STEEPER ONLY): 1. SLOPES 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1 (COVER CROP OR EROSION CONTROL MATTING). 2. SLOPES 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), # 2 & #3. 3. SLOPES IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP),# 2, #3 AND #4 C. AREAS GRADED FLATTER THAN 61 REQUIRE A COVER CROP PER STANDARD #1 WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: 1. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. 2. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. 3. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. SOIL MANAGEMENT REPORT, TESTS AND AMENDMENTS: A SOIL MANAGEMENT REPORT SHALL BE COMPLETED BY THE CONTRACTOR, OR HIS DESIGNEE. SUBMIT DOCUMENTATION VERIFYING IMPLEMENTATION OF SOIL ANALYSIS REPORT RECOMMENDATIONS TO THE LOCAL AGENCY (CITY OF CARLSBAD PLANNING DEPARTMENT) WITH CERTIFICATE OF COMPLETION. CONTRACTOR SHALL OBTAIN HORTICULTURAL SOILS TESTS FOR REPRESENTATIVE SOIL TYPES AND PLANTING AREAS WITHIN THE PROJECT AREA AND SUBMIT REPORT(S) TO THE LANDSCAPE ARCHITECT AND CITY OF CARLSBAD PLANNING DEPARTMENT (LANDSCAPE REVIEW). PLANTING AREAS SHALL BE AMENDED ACCORDING TO THE RECOMMENDATIONS OF THE SOILS ANALYSIS REPORT. COMPOST AT A MINIMUM RATE OF FOUR (4) CUBIC YARDS PER ONE THOUSAND (1,000) SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX INCHES INTO THE SOIL. (MWELO 492.6). A MINIMUM THREE (3) INCH DEEP LAYER OF MULCH SHALL BE APPLIED ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT IN TURF AREAS, CREEPING OR ROOTING GROUNDCOVERS, OR DIRECT SEEDING APPLICATIONS WHERE MULCH IS CONTRAINDICATED. (MWELO 496.6). MINIMUM PLANTING REQUIREMENTS PER CITY OF CARLSBAD LANDSCAPE MANUAL: ALL TREES (EXCEPT ON SLOPES 3:1 OR STEEPER) SHALL BE A MINIMUM OF FIFTEEN (15) GALLON SIZE. STREET TREES AND PARKING AREA TREES SHALL BE MINIMUM 24" BOX SIZE (PER CAR COUNTRY CARLSBAD SPECIFIC PLAN). 50% OF THE SHRUBS (EXCEPT ON SLOPES 3:1 OR STEEPER) SHALL BE A MINIMUM FIVE (5) GALLON SIZE. WOODY SHRUBS SHALL BE PLANTED OVER HERBACEOUS GROUND COVER AREAS TO COVER 60% OF THE GROUND COVER AREA (AT MATURE SIZE) SPACING OF PLANTS SHALL ALLOW FOR THEIR SIZE AT MATURITY. ROOT BARRIERS: ROOT BARRIERS SHALL BE INSTALLED AT ALL TREES THAT ARE WITHIN FIVE (5) FEET OF PAVEMENT. SDP 2019-0005/CDP 2019-0013 (DEV2018-0198) 0 m a: 0 LL 5 z z 0 f--u =i a: tn z 0 u a: 0 LL f-- 0 z ~ I CITY OF CARLSBAD 11 SHEETS I landscape architects ~-1:/F-.,.,,....~~P'll- inc. 571-B Hygcia Avenue, Leucadia, CA 9202-1 tel (760) 943-0760 Cl\. License 282.'i ,12~ u.J~Qu<.-. 1/20/2020 Richard W. Apel, CA Landscape Architect License No. 2825 DEVELOPMENT PERMIT FOR: BMW OF CARLSBAD PLANT LEGEND & NOTES SOP/CDP SUBMITTAL ADDRESS i 060 AUTO CENTER CT. CARLSBAD, CA 92008 NEW CONCRETE HEADER TO SEPARATE RECYCLED FROM -··,c:"'....:: POTABLE WATER AREAS ---!•A-----------------. \ EXISTING SITE WALLS SEPARATE RECYCLED FROM POTABLE WATER AREAS (TYP) NEW CONCRETE HEADER TO SEPARATE RECYCLED FROM POTABLE WATER AREAS EXISTING SITE WALLS SEPARATE RECYCLED FROM POTABLE WATER AREAS (TYP) ;-"/ ~, ," lllH------I-J/ BIORETENTION PLANTER D ,,--, D PARKWAY STRIP ~-·----Scc-------___ A_U1Q_ ~~NTER CT -·-"•-------s-s--,, -"' CONCEPTUAL WATER CONSERVATION PLAN I ' ' I ' I PROPOSED BUILDING ----~: r-~~· --· [l ! ! j_/ £~ II c L ----+------~.-. --------~-, ~.---"1,I' ,---.i l ____________ _,,., ~/'-----..: ',-.J L../ ~ -~/_,:. 'I"" j;, I .. -~~~~±\l: __ , <l L\j;, ~ < 4 L PARKWAY " STRIP ""' ' PROPOSED LOCATION OF NEW RECYCLED WATER . METER/ POC I ( ;-,, . ' ' I / ' :,! / /t~~7::::: / f r-., ' 1~ ~ "-,~""'-'_ 'Av;;( 20 /: -'" j '''-._ '---... :c, . \ /// ,f / ( / I PARKWAY STRIP 0 20 CITY PARKWAY STRIP D PARKWAY STRIP 40 WATER CONSERVATION NOTES: SDP 2019-0005/CDP 2019-0013 (DEV2018-0198) The project has been designed to incorporate the following water efficient landscape measures: 1. Planning and Design: The landscape design is intentionally simple as recommended by the Car Country Specific Plan to mtiintain landscape unity within Car Country Carlsbad and is, above all, designed for water efficiency, A carefully selected plant palette of low water using plant species with contrasting shapes, colors and textures will provide an aesthetically pleasing landscape that compliments the Mediterranean theme of the architecture. Manufactured slopes will be planted with flowering, low water use plant species to ensure effective erosion control consistent with Carlsbad Landscape Manual standards. Trees and plants are selected to compliment the automobile dealership use with consideration given to minimize debris, sap, pollen and leaf litter. 2, Soil analysis and preparation: Soil testing will be performed throughout the site and soils amended according to soil report recommendations. Organic compost will be incorporated into the soil to improve moisture holding capacity and improve soil texture and fertility. 3, Appropriate Plant Selection: The proposed plant palette is composed primarily of low water using species and a very limited number of moderate water using species (as defined by WUCOLS). The proposed Queen Palm and Ficus trees are consistent with the existing tree palette of Car Country Carlsbad and are specified in the Car Country Specific Plan. Plants are selected with consideration of their mature sizes to reduce pruning and maintenance, as well as their suitability to soil type, tolerance of recycled water irrigation and site specific microclimates. Plants with similar water requirements are grouped together into "hydrozones" thereby promoting efficient use of irrigation water. Turf grass is not proposed for use in the project due to it's high water needs, 4, Efficient irrigation: The existing site is irrigated with potable water. The proposed project will utilize recycled water for irrigation in order to conserve potable water resources, New irrigation systems will be installed in compliance with the City of Carlsbad's Landscape Manual and Water Efficient Landscape Ordinance and will utilize water efficient drip and low volume rotary sprinklers, The system will be operated by a new weather based "smart" controller that schedules irrigation accord to local weather conditions. 5, Use of Mulches: A minimum 3 inch deep layer of organic mulch will be applied to landscape planting areas to promote retention of soil moisture as well as reduce weeds, 6. Appropriate Maintenance: Tr1e project will be maintained by trained professional landscape maintenance partners who have experience with the specific conditions and challenges of similar sites and with excellent knowledge of how to manage horticultural problems that may occur. The landscape will receive maintenance on a continual basis allowing for quick resolution of irrigation system problems, furlher reducing water waste. The use of organic fertilizers and composting will be encouraged to improve soil texture. Mulch shall be replaced as it decomposes. Trees and shrubs will receive occasional pruning to remove dead stems, promote blooming, and control size. Irrigation systems will be regularly inspected, maintained and adjusted to ensure proper coverage and plant health and to prevent overspray and water waste. SYMBOL LEGEND DESCRIPTION AREA OF PROPOSED RECYCLED WATER IRRIGATION ADJACENT PROPERTY OFF SITE AREAS SHOWN SHADED -POTABLE WATER IRRIGATION METHOD DESIGNATIONS: 0 0 DRIP LINE ROTARY NOZZLE (LOW VOLUME) IRRIGATION NOTES AREA (S.F) PERCENTAGE 29,048 S.F 100% THE EXISTING SITE IS IRRIGATED WITH POTABLE WATER RECYCLED WATER IRRIGATION IS PROPOSED FOR THE NEW PROJECT WITH A NEW CONNECTION TO THE MUNICIPAL SERVICE MAIN IN CANNON ROAD, OVERHEAD IRRIGATION SHALL NOT BE PERMITTED WITHIN 24 INCHES OF ANY NON-PERMEABLE SURFACE, ALLOWABLE IRRIGATION WITHIN THE SETBACK FROM NON-PERMEABLE SURFACES MAY INCLUDE DRIP, DRIP LINE, OR OTHER LOW FLOW NON-SPRAY TECHNOLOGY. THE SETBACK MAY BE PLANTED OR UNPLANTED. (MWELO 492, 7(8)) ~--I -I AREAS LESS THAN TEN (10) FEET IN WIDTH IN ANY DIRECTION SHALL BE IRRIGATED WITH SUBSURFACE IRRIGATION OR OTHER MEANS THAT PRODUCES NO RUNOFF OR OVERSPRAY / GRAPHIC SCALE SCALE: 1" = 20' landscape architects inc. 571-n Hygcia Avenue, Leucadia, CA 92024 tel (760) 943-0760 CA License 2825 (MWELO 492, 7(T)), d~ tJ~ Q.u<..-. 1/20/2020 Richard W. Apel, CA Landscape Architect License No. 2825 I s~~~T 11 CITY OF CARLSBAD DEVELOPMENT PERMIT FOR: BMW OF CARLSBAD CONCEPTUAL WATER CONSERVATION PLAN SOP/CDP SUBMITTAL ADDRESS: 1060 AUTO CENTER CT. CARLSBAD, CA 92008 0 co a: 0 LL r-0 z z 0 r-0 ::J a: r-U) z 0 0 a: 0 LL r-0 z --~,--=--=-NEW CONCRETE MOW CURB TO SEPARATE RECYCLED _=:::::::;-;;:;'&== FROM POTABLE WATER A~_,_~ __ -----__ -------"'~ /i ,Ji ,, ! ' i ! I <ill i , --------v,--\ ---,,.1,--------- , )! ------ SLA/ LW /D 245 SF SLA / LW / D 113 SF SLA/LW/D 19 SF SLA/LW/D 35 SF \ SLA/LW/D 38 SF SLAI LW /D 254 SF ''-""'b"===-l."s. ~ 0-oo ~,I: I , $ I I ! / 1---f; ( n SLA/ LW / D 119 SF .'f • ~ ;: ~~<., \ , , ii \! _ ..... ~ ">. ) I X ~ I \ Q \,, 0 HYDROZONE DIAGRAM SLA/LW/D 271 SF SLA/ LW / D 32 SF SLA / LW / D 27 SF SLA/ LW ID 182 SF SLA / LW ! D 95 SF SLA/LW/D 165 SF 661 SF ~--~- ---~----=--"~--~-------CANNON ROAD SLA/LW/D 545 SF SLA/ MW ID 78 SF AUIO CENTER C:T SLA/ LW / R 11,195 SF _________ _,_ ------ ,:; === = SLA/LW/D 380 SF 103 PROPOSED BUILDING SLA/ LW / D 88 SF SLA / LW / D ; /' ' :\ :.,, '•~: ·- 25 SF SLA / LW / D 100 SF SLA I LW / D 25 SF SLA/LW/D 482 SF SLA/LW/D 360 SF f I \ \ SLA/ LW / D 818 SF ~:;~~f1Ji!"' \ SLA / LW / D 511 SF SDP 2019-0005/CDP 2019-0013 (DEV2018-0198) --·-j_,...y' / i.//;r. T.=A~ 47 SF / ! I SLA / LW / D 853 SF SLA/LW/R 4,895 SF I I I I I SLA/ LW / D 549 SF 20 0 20 ~LIii::]••::... __ 1 GRAPHIC SCALE SCALE: 1"= 20' HYDROZONE TABLE 40 ! SYMBOL HYDROZONE DESIGNATION IRRIGATION METHOD PLANT FACTOR (PF) PLANT WATER AREA (S.F.) USE 1-----1 SLA I L WI D SLA/LWIR SLA I MW IS• SLAIMW/ D D (DRIP) R (ROTATOR) S (SPRAY) (TREE SUPPLEMENTAL) D (DRIP) 0.3 L (LOW) 0.3 L (LOW) 0.5 M (MODERATE) 0.5 M (MODERATE) TOTAL AREA: SLA ~ SPECIAL LANDSCAPE AREA FOR RECYCLED WATER 9,585 19,331 2,016 132 31,064 % OF TOTAL LANDSCAPED AREA 31% 62% 6% < 1% 100% • NOTE: TREE SUPPLEMENTAL IRRIGATION OVERLAPS THE UNDERLYING ZONE, THEREFORE THE SQUARE FOOTAGE IS COUNTED TWICE. CITY OF CARLSBAD DEVELOPMENT PERMIT FOR: landscape architects lilC. BMW OF CARLSBAD HYDROZONE DIAGRAM SOP/CDP SUBMITTAL 571-13 Hygcia Avenue, Leucadia, CA 92024 tel (760) 943-0760 CJ\ License 2825 ,ll~a.J~~ 1/20/2020 Richard W. Apel, CA Landscape ft,rchiiect License No. 2825 ADDRESS: 1 060 AUTO CENTER CT CARLSBAD, CA 92008 0 (D 0::: 0 LL l-o z z 0 l-o :J 0::: ~ z 0 u 0::: 0 LL l-o z