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HomeMy WebLinkAboutSDP 2018-0017; PROJECT 2020; Administrative DeterminationPROJECT 2020 DEVELOPMENT PERMIT P-2 PROJECT LOCATION ---~··~----------~-------------------------- 1 LEGOLAND DR. CARLSBAD, CA 92008 AREA LOCATION MAP (N. T.S.): DRAWING INDEX SHEET SHEET TITLE No. SD G-000 COVER SHEET I DRAWING INDEX CIVIL SP-01 INNER PARK SITE PLAN SP-02 SITE PLAN C-01 EXISTING TOPOGRAPHY C-02 DEMOLITION PLAN C-03 PRECISE GRADING PLAN C-04 SITE SECTIONS C-05 PRIVATE STORM DRAIN PLAN C-06 PRIVATE UTILITY PLAN C-07 EROSION CONTROL Pl.AN C-08 DETAILS C-09 DETAILS LANDSCAPE L-1 EXISTING LANDSCAPE & DEMOLITION PLAN L-2 CONCEPTUAL LANDSCAPE PLAN L-3 CONCEPTUAL PLANT LIST & LANDSCAPE NOTES L-4 CONCEPTUAL WATER CONSERVATION PLAN L-5 CONCEPTUAL LANDSCAPE MAINTENANCE RESPONSIBILITY PLAN ARCHITECTURAL NEW RIDE BUILDING SD A-100 SCHEMATIC FLOOR PLAN PROJECTOR SCREEN PIT SD A-101 SCHEMATIC FLOOR PLAN LEVEL 1 SD A-102 SCHEMATIC FLOOR PLAN LEVEL 2 lOA-102.1 SCHEMA TIC SECTION OF STREET RELATION TO MECHANICAL SD A-103 SCHEMATIC FLOOR PLAN LEVEL 3 . SD AR-101 SCHEMATIC ROOF PLAN SD A-201 PROPOSED EXTERIOR ELEVATIONS SD A-202 PROPOSED EXTERIOR ELEVATIONS SD A~203 PROPOSED FRONT FACADE ELEVATION SD A-204 PROPOSED QUEUE LINE PORTAL ELEVATION SD A-301 SCHEMATIC BUILDING SECTION SD A-302 SCHEMATIC BUILDING SECTION DROP TOWER RIDE SD A-101 SCHEMA TIC FLOOR PLAN SD AR-101 SCHEMATIC ROOF PLAN SD A-201 PROPOSED EXTERIOR ELEVATIONS SD A-202 PROPOSED EXTERIOR ELEVATION - SDA-202.2 KINDERTURM VST FAMILY FREEFALL TOWER ASSY CAROUSEL SO A-701 EXISTING FLOOR PLAN AND EXTERIOR ELEVATIONS SDA-702 SCHEMATIC FLOOR PLAN AND PROPOSED EXTERIOR ELEVATIONS ACTIVITIES BUILDING SDA-703 EXISTING AND SCHEMA TIC FLOOR PLAN / CONCEPTUAL DRAWING SDA-704 EXISTING EXTERIOR ELEVATIONS SDA-705 PROPOSED EXTERIOR ELEVATIONS SD A-706 PROPOSED EXTERIOR ELEVATIONS RETAIL SD A-707 EXISTING FLOOR PLAN SD A-708 EXISTING EXTERIOR ELEVATIONS SD A-709 EXISTING EXTERIOR ELEVATIONS SD A-710 PROPOSED EXTERIOR ELEVATIONS SDA-711 PROPOSED EXTERIOR ELEVATIONS DOWNTOWN SDA-712 EXISTING EXTERIOR ELEVATIONS SDA-713 EXISTING EXTERIOR ELEVATIONS SD A-714 SCHEMATIC FLOOR PLAN SD A-715 PROPOSED EXTERIOR ELEVATIONS SO A-716 SCHEMATIC FLOOR PLAN I I I DEVELOPMENT PERMIT P-2 9106118 I -- 9106118 9/06118 9106118 9/06/18 9/06!18 9/06118 9106118 9106118 9/06/18 9/06(18 9/06118 9106118 9106118 9/06/18 - 9106118 9/06118 - 9!06118 9106118 9/06118 - -- 9106118 9/06118 9106118 9106118 9/06/18 - - - 9/06/18 I - 9/06/18 9106118 - - 9/06118 - - 9/06118 - - - 9/06/18 9106118 - Dt::vELOPMENT DEVELOPMENT SDP 2018-0017/ CDP 2018-0043 (DEV2018-0163) PERMIT (RESUBMIT) PERMIT (RESUBMIT II) P-2 11108118 I 11108118 11/08118 11/08/18 11/08/18 11/08118 11/08118 11/08/18 11/08/18 11/08/18 11108118 11/08118 11/08/18 11108118 11/08/18 11108118 11/08/18 11/06118 11108118 11108118 - 11/08/18 11/08/18 11108118 11108118 11/08/18 11108118 11108118 11/06118 11/08118 11108118 11/08118 11108118 11/08/18 11/08118 11/08/18 I 11/08/18 I 11/08/18 11/08118 11/08/18 11106118 11108118 11/08/18 11/08/18 11/08118 11108/18 11/08/18 11108/18 11/08/18 11108/18 . CITY OF CARLSBAD Administrative Permit P-2 01111/19 01111119 01/11/19 01/11/19 01111119 01111/19 01/11/19 01111/19 01111119 01/11/19 01111119 01111119 01/11/19 01/11/19 01/11/19 01111119 01/11/19 01111/19 01111/19 01/11/19 01/11/19 01111/19 01/11/19 01/11/19 01/11/19 01/11/19 01/11/19 01111119 01111119 01/11119 01111/19 01/11/19 01/11/19 01/11/19 - 01111/19 01/11/19 01/11/19 01111119 01111/19 01111/19 r,.,M •••- 01/11/19 01111/19 01/11/19 01111119 01111119 01111119 01111/19 01/11/19 01111/19 I I T RECEIVED JAN l 7 2019 C!TY OF CARLSBAD PU\JNNi!NiG DIViSlON ;xibitNo. A-xx ' Date _____ _ G-000 \\ \ \\ \I ' \I , \\ \ ii i Ii , ORIGINAL 35' BUILDING & LANDSCAPE SETBACK I ~-ADDITIONAL 10' LANDSCAPE i SETBACK PER SDP AMENDMENT 96-14(A), I II ~ I 11 : q------_:;=-. --==---==----==~=---==-~~;:-;:;-:;~-=::_:__:::=--==---==---==----==__:___:::::__ 1 I d \\ I\ i / ~----~ \ §\ ~\1 ~\ i i,: ~ I \ \ \ \0i :ci,_, ---,,/ :\\\\ ' SIDEWALK I \,\ \ \~ \ \\ \\ \\\ \ \ \ \1\ \\ \ '( \\1\ \ \ \\\ \ \\\\\\.\ \ \ \ \ \ 1 \ \ I I I \ . : , l \ ',, i i . ' ' EMERGENCY oi-+-TI1ll ACCESS -+------1 I I !! 1 l, GATE I / i"/i 11? PROJECT LOCATION 18' +/-FROM BLDG SETBACK LINE TO PROPOSED NEW BUILDING I I \ I I SIDEWALK / / ; // s ;J / I / 1/ / / ! ! ,11.1,111. I / i 11 . /. I If I J/;17 ! I I 1/!1 I 'I !11·1 I~ # l / /1 1 I I~ '.i I "f. 1/11 I w 11 1 , I,-, o 1,/ I I 1.1 I I > I / __ ' 0:: ' I iii/(/ W Ji I ; ; I ' if.) !/ . I i/ (:) 11 I i!V ~ II i v, X I! I I /11 w ii i i \~\\ H i i\ \\ \ \ \ \ \ \ I I " \ i \ 1\ l 'I~: I', \!' \ \ ADDITIONAL 1 O' LANDSCAPE SETBACK PER SDP AMENDMENT 96-14(A). 45' LANDSCAPE & PARKING SETBACK 50' BLDG, SETBACK FROM EASTERN CURB ~GODRIVE ~ EMERGENCY ACCESS GATE ~ _,,,,,,. -~ ~ ",~ ~ LEGOLAND PROJECT 2020 -INNER PARK SITE PLAN ------~--~ -------________ , __ ,, ,, __ PUBLIC TRAIL EASEMENT PATH TO RESORT LOT (PRIVATE) RESORT \ \ \ \ \ \ \ \ SECURITY FENCE \ \ 20' BUILDING & -----, r ___, i ---I ~J_ _J --·~; -----. --.!', V', +II --·-------___;/ i 0 SCALE 1"=100' 'j rl I ; I i I 50' ,, " ,, i: !! " ii ,, 100' '; !i !i i ,, ,, ii ii /! !! " " i! ii ,, " i: ,, fi Ii ,, N 200' EB SDP 2018-0017/CDP 2018-0043 (DEV2018-0163) W\13-ROI (architecture) ROI SOLUTIONS. 110 South Kentucky Avenue Lakeland, Florida 33801 863,687.3573 wmb-roi.com Corp. Lie. No. AAC001165 CONSULT ANTS: SEAL: DATE: r-wApel landscape architects inc 571-B Hygeia Avenue Leucadia, CA 92024 (760) 943-0760 rwapel2@cox.net CA license #2825 PROJECT NAME: PROJECT 2020 1 LEGOLAND DR, CARLSBAD, CA 92008 ISSUED DATES: MARK DATE DESCRIPTION DR. BY: R. APEL QAL: CHKD.BY: QAM: DATE: 1/11/2019 SCALE: AS NOTED PROJ.NO.: DWGTITLE: LEGOLAND INNER PARK SITE PLAN DWG.No.: SP-01 . ---"156,'.- ; \ -- ~~- PROPOSED BRACING'r,:OR THEMING Vi/ALL. \ \ PROP6§ED.- BRACING>FOR THEMING WALL \ -' ------,.-, /o -vr __ \ ' \ \ EXISTING RESTAURANT (152.11 FF) \ (Downtown) ,<, 'EMMETT'S APARTMENT' (EXISTING\THEATRE BLDG) (152,11 FF) PROPOSED BRACING FOl;l THEMING WALL • • .,,. . . .\ ... 4-, '·. --_~:)-·· . .,, . ·:. ·, ' ' 15 LEGOLAND PROJECT 2020 -SITE PLAN -all .,._ .. .,. . ... ._,q ' ' .. ,.- EXISTING RETAIL BLDG (152.16 FF) (Existing Retail) ---153 -. ' 31 "' -'" -~--. - (Existing Carousel) EXISTING CAROUSEL RIDE (152.33FS) -<>- LEGEND DESCRIPTION EXISTING CONCRETE CONCRETE PAVEMENT ASPHALT PAVEMENT LANDSCAPING GRAVEL RUBBER TILE EXISTING FIRE LANE CONCRETE CURB BUILDING RETAINING WALL BROW DITCH EXISTING STORM DRAIN EXISTING WATER LINE EXISTING SEWER LINE EXISTING COMM LINE EXISTING ELECTRIC LINE EXISTING GAS LINE CATCH BASIN AREA DRAIN WET STANDPIPE FDC PIV BACKFLOW PREVENTOR LIMIT OF GRADING/SAWCLIT EXISTING MANHOLE EXISTING UTILITY BOX TREE LIGHT RETAINING WALL FIRE LANE SYMBOL I • • • • • • I ... ... ... ... ... ... ... I > ------<I f=+:+:+f+:+J I I 1/t//l/lllltlll/.J ■ LY 0 ¢ G) 0 0 0 ® ® 0 ® ® @ @ @ @ @ @ @ @ @ @) @ @ @ @ CONSTRUCTION NOTES CONSTRUCT CONCRETE PAVEMENT PER DETAIL 4, SHEET C-08 CONSTRUCT CONCRETE PAVEMENT FOR FIRE LANE PER DETAIL 5, SHEET C-08 CONSTRUCT AC PAVEMENT PER DETAIL 3, SHEET C-08 CONSTRUCT AC PAVEMENT FOR FIRE LANE PER DETAIL 6, SHEET C-08 CONSTRUCT 6' CONCRETE CURB PER DETAIL 2, SHEET C-08 CONSTRUCT 8' WIDE PLANTER CURB PER DETAIL 1, SHEET C-08 CONSTRUCT 3.0 WIDE. 1.0' DEEP CONCRETE BROW DITCH PER DETAIL 8, SHEET C--09 CONSTRUCT BUILDING RETAINING WALL PER STRUCTURAL PLANS AND SEPARATE BUILDING PERMIT INSTALL LIFE FLOOR RUBBER TILES OVER EXISTING SPLASH PAD CONCRETE CONSTRUCT PLAY STRUCTURE PER BUILDING PLANS AND PERMIT CONSTRUCT THEATRE BUILDING PER BUILDING PLANS AND PERMIT COVERED QUEUE BUILDING PER BUILDING PLANS AND PERMIT CONSTRUCT DROP TOWER RIDE AND QUEUE BUILDING PER BUILDING PLANS AND PERMIT INSTALL LANDSCAPING PER LANDSCAPE PLANS CONSTRUCT THEMING WALL PER ARCHITECTURAL BUILDING PLANS AND PERMIT CONSTRUCT~' TO¾' GRAVEL MULCH IN DESIGNATED AREAS PER LANDSCAPE PLANS INSTALL 6 HIGH CHAIN LINK FENCE INSTALL LIGHT POLE PER BUILDING PLANS AND PERMIT INSTALL HVAC AND MEP EQUIPMENT PER BUILDING PLANS AND PERMIT INSTALL ROAD STRIPING PER LANDSCAPE PLANS CONSTRUCT WOOD FENCE AND GATE CONSTRUCT 18' HIGH CONCRETE SEAT WALL/PLANTER CONSTRUCT CONCRETE BAND BETWEEN PLAY AREA AND SPLASH PAD AND NEW CONCRETE PER DETAIL 7, SHEET C-08 @ CONSTRUCT RETAINING WALL PER SDRSD C-3 @ ADJUST UTILl1Y BOX TO PROPOSED GRADE @ RELOCATED FOOD AND BEVERAGE STAND PER SEPARATE PLANS @ CONSTRUCT 8' CMU SITE WALL @ INSTALL PROTECTIVE STEEL BOLLARD PER SDSRD M-16 @ FUTURE FOOD & BEVERAGE KIOSK LOCATION @ INSTALL LIFE FLOOR RUBBER TILE OVER PROPOSED CONCRETE PAVEMENT @ CONSTRUCT LEGO MODEL AT PROJECT ENTRY @ CONSTRUCT 20' HIGH DROP TOWER THEMING WALL PER ARCHITECTURAL PLANS · .. :);;(Activities Bu.ilding) ; ,B,O'-.-f.-i -• PROPOSED BRACING FOR THEMING WALL ->: · :~~ICK BLDG ATTRA<::TI~ (EXISTING BLDG) • ' • (152. 79 F.F) ,,.,----. )54 -=~: ,,,., -;_;. 15 ---- PROPOSED BRACING FOR THEMING WALL STREET ADDRESS.- SITE ACREAGE.- DISTURBED ARENLIMITS OF GRADING EXISTING ZONING GENERAL PLAN LAND USE CLASSIFICATION OF LOTS NUMBER OF UNITS NUMBER OF LOTS DWELLING UNITS DENSl1Y TOTAL BUILDING S.F. PROPOSED BUILDING COVERAGE (FOOTPRINT) PERCENT OF LANDSCAPING NUMBER OF PARKING SPACES EMPLOYEE SQUARE FOOTAGE RECREATION SPACE SQUARE FOOTAGE AREA OF UNDEVELOPED SITE STORAGE SPACE AVERAGE DAILY TRAFFIC NAME OF SEWER, WATER, AND SCHOOL DISTRICT PROPOSED DRAINAGE DISCHARGE PROPOSED WATER DEMANDS FOR RESTROOMS FEMA FIRMette ZONE APN 1 LEGOLAND DRIVE CARLSBAD, CA 92008 1-49 ACRES (64,900 SF) C-T-0 vc AMUSEMENT PARK NA NA NA NA 31,1152 SF 31.7% OF SITE 19.0% OF SITE NA NA NA NA NA NA EWA CMWD CUSD TBD TBD ZONEX 211-100-09-00 OWNER/DEVELOPER LEG OLAND CALIFORNIA 1 LEGOLAND DRIVE CARLSBAD. CA 92008 PH: 858.334.8938 CONTACT: TOM STORER CONSTRUCTION MANAGER EMAIL.-TOM.STORER@LEGOLAND.COM CIVIL ENGINEER/SURVEY COMMERCIAL DEVELOPMENT RESOURCES 4121 WESTERLY DRIVE, SUITE 112 NEWPORT BEACH, CA 92660 PH.-949-825-5222 CONTACT AARON ALBERTSON PRINCIPAL EMAIL AALBERTSON@CDRWEST.COM PLANNING CONSULTANT HOFMAN PLANNING 3152 LIONSHEAD AVE. CARLSBAD CA 92010 PH: 760.692.4100 CONTACT ERIC MUNOZ EMAIL EMUNOZ@HOFMANPLANNING COM ARCHITECT WMB-ROI ARCHITECTURE 110 SOUTH KENTUCKY AVENUE LAKELAND, FL 33801 PH: 863.687.3573 CONTACT: STEVE BOYINGTON PARTNER EMAIL.-STEVENBOYINGTON@WMB-ROI.COM SOIL ENGINEER LEIGHTON AND ASSOCIATES. INC 3934 MURPHY CANYON ROAD, SUITE B205 SAN DIEGO, CA92123 PH 858-292-8030 CONTACT: WILLIAM D. OLSON SOILS ENGINEER EMAIL: DOLSON@LEIGHTONGROUP COM LANDSCAPE ARCHITECT RW. APEL LANDSCAPE ARCHITECTS PH.-760.943.0760 CONTACT: RICHARD AFEL EMAIL RWAPEL2@COX.NIT NON~RESIDENTIAL GREEN BUILDING STANDARDS 1. STORMWATER POLLUTION PREVENTION: PROJECTS THAT DISTURB LESS THAN ONE ACRE OF LAND AND ARE NOT PART OF A LARGER COMMON PLAN OF DEVELOPMENT OR SALE SHALL PREVENT THE POLLUTION OF STORM WATER RUNOFF FROM THE CONSTRUCTION ACTIVITIES THROUGH ONE OR MORE OF THE FOLLOWING MEASURES (Section 5.106.1).- A. STORM WATER POLLUTION PREVENTION. (ONE ACRE OR MORE) COMPLIANCE WITH NPDES IS REQUIRED SEE THE CGC 5.106.2 FOR COMPLIANCE REQUIREMENTS_ 2. GRADING AND PAVING.-SITE GRADING AND DRAINAGE SYSTEM WILL MANAGE ALL SURFACE WATER FLOWS TO KEEP WATER FROM ENTERING BUILDINGS. CGC SECTION 5.106.10. 3. MOISTURE CONTROL LANDSCAPE IRRIGATION SYSTEMS SHALL BE DESIGNED TO PREVENT SPRAY ON STRUCTURES. EXTERIOR ENTRIES SUBJECT TO FOOT TRAFFIC OR WIND-DRIVEN RAIN SHALL BE DESIGNED TO PREVENT WATER INTRUSION INTO THE BUILDING. CGC SECTION 5.407.2.21 _ 4. WASTE MANAGEMENT CONTRACTOR MUST SUBMIT TO THE ENGINEERING DEPARTMENT OR OTHER AGENCY THAT REGULATES CONSTRUCTION WASTE MANAGEMENT, A WASTE MANAGEMENT PLAN THAT OUTLINES THE ITEMS LISTED IN CGC SECTION 5.408.1.1. 5_ RECYCLING.-A MINIMUM OF 65% OF CONSTRUCTION WASTE IS TO BE RECYCLED AND/OR SALVAGED. CGC 5.408.1 DOCUMENT/1.TION SHALL BE PROVIDED TO THE ENFORCING AGENCY WHICH DEMONSTRATES COMPLIANCE_ CGC SECTION 5.408.1 .4. 6_ WASTE REDUCTION ONE-HUNDRED PERCENT OF TREES, STUMPS. ROCKS, AND ASSOCIATED VEGETATION AND SOILS PRIMARILY FROM THE CONSTRUCTION WILL BE REUSED OR RECYCLED. CGC 5.408.3. 7_ OUTDOOR WATER USE: THE WATER BUDGET SHALL BE DEVELOPED FOR LANDSCAPE IRRIGATION USE THAT CONFORMS TO SECTION 5.304. N EB 0 10' 20' 40' SCALE 1 "=20' SDP 2018-0017/CDP 2018-0043 (DEV2018-0163) v\M3-ROI (architecture) ROI SOLUTIONS_ 110 South Kentucky Avenue Lakeland, Florida 33801 863.687.3573 wmb-roi.com Corp_ Lie_ No_ AAC001165 CONSULT ANTS: SEAL.- DATE.- PROJECT NAME.- PROJECT 2020 DOWNTOWN 1 LEGOLAND DR. CARLSBAD, CA 92008 ISSUED DA TES.- MARK DATE DESCRIPllON DR. BY: QAL: CHKD. BY: QAM.- DATE: 1/11/2019 SCALE: AS NOTED PROJ. NO.: DWG TITLE.- PROJECT 2020 DOWNTOWN SITE PLAN DWG. No.: SP-02 ¢/ EX. TRAIN ATTRACTION EX. PLAY AREA --~-•-d __ ··.c,_~.-.. ◊~- () . . . () . S:\Projects\2017117056_LEGO Movie Land_LEGOLAND_Carlsbad CA\Design\SDP-CDP-3rd Sub\SDP-R3-17056-2020-Topographic Survey.dwg () () EX. BLDG. TO REMAIN (152.11 FF} EX. BLDG. . _TO REMAIN (152.16 FF) ' EX• SER\/IGE: ' ~AD ' 160 • * .,. ~ .. ' EX. PLAY AREA EXISTING STAGE \ ~/ . EX. BLDG. TO REMAIN (152.16 FF} ,. ,r-.---. J r "-" -..:..-' I I . I I I ·Ir * I 1t /,/ I I . . L.: .. ·, J f, --S---...1 I "',' ---."J EXISTING BLDG. TO REMAIN.• .· (152.79 Ff) lil EXISTING RIDE TO REMAIN (152.33FS) 0 APPROVED THIS IS THE APPROVED TE~TATIVE MAP/SITE PLA.'l FOR PROJECT NO. _____ PER CONDITION NO. __ PLA:-.:,;1:,,:G DJVISIO". D,\TE E'.\GNEF.RJ:--:G DIVJ<;[O'>. 0,111-: C DESCRIPTION EXISTING CONTOUR EXISTING CONCRETE EXISTING STORM DRAIN EXISTING WATER LINE EXISTING SEWER LINE EXISTING ELECTRIC/COMM. EXISTING MANHOLE EXISTING UTILITY BOX EXISTING TREE EXISTING LIGHT EXISTING WALL EXISTING CURB Commercial Development ---=--- Resources ~._orEss, o""i : Today's Ideas. Tomorrow's Reality, ~Q ~ \Ii, AL8e. ,'(-~ 41:21W~5lerlyPl~ce ltl12 N~'11,l<Xt6e~chCA92600 I:? Q ,ft'/' '°t f2Ci:: 'lfl'i. o "'(' 0 r.-. uJ < NO. 655'13 :Z: l'1 a-.:: EXP". 9/30/19 ;o * * T 949-610-8997 www.CDRwest.rom "\~ CIVIL ~,.,_ · OF" CAt.\f 1/11/2019 AARON M. ALBERTSON R.C.E. 65513 EXP. 9/30/19 DATE LEGEND SYMBOL 10 • .: • LINE 0 D e :¢ 20 SDP 2018-0017/CDP 2018-0043 (DEV2018-0163) ·1 0 20 GRAPHIC SCALE SCALE: 1"= 20' 40 I ~-E~~ 11 CITY OF CARLSBAD I SHEETS C-09 DEVELOPMENT PERMIT FOR: LEGOLAND -PROJECT 2020 EXISTING TOPOGRAPHY SOP/CDP SUBMITTAL ADDRESS: 1 LEGOLAND DRIVE CARLSBAD, CA 92008 0 (l] a: 0 LL I-0 z z 0 I-u =:i a: I- Cf) z 0 u a: 0 LL I- 0 z FIRE 1 HYDRANT \; ) ·\. \\ ; 2 •·. G\_J.RB '\ ' . ' .,, ,, EX. SS MH (154.17 RIM) (144.62 INV) -_\ \ '\:-\ EX. SS MH "\\ (150.26 RIM) (142.24 INV) S:1Projects\2017117056_LEGO Movie Land_LEGOLAND_ Carlsbad CA\Design\SDP-CDP-3rd Sub\SDP-R3-17056-2020-Demolition Plan.dwg --------·· ~- BUILDING BUILDING ~ "' 0 BUILDING .CIJRB 2 CONCRETE PAVEMENT EX.36" 'c;:;";:"':c-c=:-::-:I 1 STORM DRAIN 1 SPLASH PAD . CONCRETE PAVEMENT • • -------------- ~-' j;;,;-f'k:;;--:,··, " \' e,::: ~ 'J\{:,_ ., '·" ,v ',".: '.\ fl:,. ,:~•• C ,;,;¥<c-~~';i~ ''.~""';~~·-·-.,..,.=.~: • .:t,,;1: . ')~if .• CURB 2 2 ./ ·.-~" CURB 2 BUILDING EX. 3611 'c;:;";:"':c-c=:-::-:I 1 STORM DRAIN . rJ Iii BUl~DING, UGHT 1 '·<~·; . LIGrlT 1 · .,, . . ,, ·\.,' ~ BcDG· 1 APPROVED THIS IS THE APPROVED TE:-ITATIVE .v!AP/SITE PLA.'1 FOR PROJECT NO-_____ PER CONDITION NO. __ l'LA:\":.ill\'G f)JVJSJ07' DATE E'.\GINEJiRJ\(; DTVTSIO:-.: IHl'l Today's Ideas. Tomorrow's Realfy. 4121 Westerl~ Pl.lee #112 Newport Bea eh CA92660 T '349-610-i3'3al7 www.CORwesl.com SDP 2018-0017/CDP 2018-0043 (DEV2018-0163) DESCRIPTION EXISTING CONTOUR EXISTING CONCRETE EXISTING STORM DRAIN EXISTING WATER LINE EXISTING SEWER LINE LEGEND EXISTING ELECTRIC/COMM LINE EXISTING MANHOLE EXISTING UTILITY BOX EXISTING TREE EXISTING LIGHT EXISTING WALL EXISTING CURB AND GUTTER LIMITS OF GRADING SYMBOL DEMOLITION CONSTRUCTION NOTES [TI PROTECT IN PLACE ITEM NOTED 0 REMOVE ITEMS AS NOTED 0 SAWCUT PAVEMENT 8] RELOCATE ITEMS AS NOTED [}J LANDSCAPED AREA TO BE REGRADED [I] BACKFILL EXISTING STORM DRAIN STRUCTURE CLSM (SLURRY FILL) 0 PROTECT CAROUSEL RIDE. CONTRACTOR TO PROVIDE ALTERNATE PRICE TO DELETE CAROUSEL WORK NOTE, SEE LANDSCAPE ARCHITECT PLANS FOR TREE AND LANDSCAPE REMOVAL UTILITY AND CONTRACTOR NOTES: 1. FINAL TREE REMOVAL PER SEPARATE LANDSCAPING PLAN. TREE REMOVAL CONSTRUCTION NOTES ON THIS PAGE ARE FOR REFERENCE ONLY. 2. EXISTING STORM DRAIN SYSTEM TO BE KEPT UNPLUGGED AS LONG AS POSSIBLE. PLUG EXISTING STORM DRAIN PER DEMO PLAN. 3. 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. 4. CONTRACTOR TO VERIFY THE SIZE, DEPTH, AND MATERIAL OF EXISTING UTILITIES IN THE FIELD. CONTRACTOR TO NOTIFY THE ENGINEER IF THERE IS A DISCREPANCY BETWEEN THE FIELD AND THE ITEMS SHOWN ON THE PLAN. 5. EXISTING UNDERGROUND UTILITIES SHOWN ARE SHOWN FOR REFERENCE ONLY AND ARE NOT AN "AS-BUILT". THEY ARE FROM A COMPILED UTILITY FILE OF DESIGNED UTILITIES FROM LEGOLAND (NOT AS-BUILD. SURFACE MANHOLES AND UTILITY BOXES WERE SURVEYED AND CONFIRMED IN THE FIELD. 20 0 20 GRAPHIC SCALE SCALE: 1" = 20' NO. 65513 EXP. 9/30/19 * * ~~ . Cl"\IIL ..,_'l- . · "1/i-OF c,c I~~ 1/11/2019 ~ I CITY OF CARLSBAD DEVELOPMENT PERMIT FOR: LEGOLAND -PROJECT 2020 DEMOLITION PLAN SOP/CDP SUBMITTAL ADDRESS: 1 LEGOLAND DRIVE CARLSBAD, CA 92008 40 SHEETS C-09 AARON M. ALBERTSON R.C.E. 65513 EXP 9/30/19 DATE 0 co a: 0 LL f- 0 z z 0 f-u :=) a: ~ z 0 u a: 0 LL f- 0 z 17 (156 74 FS) MATCH • 50"WIDE . ,. ~~2Ess' : \ PATH• ' . '" ...... •. 157.17 TC 15617. TG 156;0TC75J • (156.QOFS) 156.02TC '(155.47FSJ MATCH 155.71FS• · ·,• 1 •: 155:70TC ,(152,?SFS) ¼.?ss. 17,-·, · ••. ,, 155.30FS. (15461 TC) (154,08 FS) \ 155.04TC 154>:71FS 28 . 154.89TC 154.56FS 28 ._./'_ ~ 153.98TC. (l53.69FS) ·. 165.001W B 164.33FG 129.42BF 17 160.SOFS 7 159.50FL-HP ·-.. .. • * .. ~-,,-.;-:~-... 1\?"''"--4·16 '. .. 151:BSTC \151.52TG 152.65FG ~1 152:09 FS . ·'· 148.85 FL-INLE 6" DRAIN 159.001W 24 158.33FG 152.SOFS ..• . · 160.751W 24 27 156.40FG 152.75FS 150.75BF 1so.9ili:lF 6.2'-RET 3.7'-RET · · .••. · -·,;~ ·-+ .. ~-"·-~ .. .. '"• •;::.~---... __ ,.-... ------.. .. .. ·--..,., ... ---;· .. ·-~·· __ .. _ ----------~ ... -----....... * .. _.-" .. .... ·--·--· ... •. l52.75FS. 8 152.721W 129.42BF 152.47FS ·: -'::., ·-., '>:, __ ,. 152.43lC_ ·-150·1. 0 ••·· ·152..1 OFS:,, .. 11 ClJRB't.;.,:l,!IJ;'"""" 152.15FS 152.07FS EX. BLDG. TO REMAIN., •· (152.11 FF) 152.0SFF 152.39TC 152.05FS 152.11FF EX. BLDG. TO REMAIN (152.11FF) • 4 • 152.11FF 15 EX. BLDG. TO REMAIN (152.16 FF) 152.03 FS-HP (152.12BW) .. • '-152 .. S:\Projects\2017\17056_LEGO Movie Land_LEGOLAND_Carlsbad CA\Design\SDP-CDP-3rd Sub\SDP-R3-17D56-2020-Grading Plan.dwg 160.751W@)@. . 154.BOFG 154921W 154BOFS 7 ( •. 152.75FS · 24 ·153:SDFL-GB, : • .. /C>•· •. ··s,5 154.25FG _.. • .. •·. ...• 2.1 RE,. 3 ...... -1.52.6ZfS .•_(i®_ ...• ~ . ."'.:; . , ".~ : ':':-· =,... 1.6'-RET ··+ .... , .. , ........ ·---• _ .. -----...... _,, ··----~ -·--,.. ••• ---;;; -.. --.. • -. .. ,_ .. __ ,.,! .,,,.. .. .. ·-·-•---:":: . . . J;2srs.,-~___,_+s:="'--"l · i52.50E9 .. I EX. BLDG. TO REMAIN (152.16 FF) (152.02BW) 155.D9TC (154.95FS) MATCH > ·-'{, 152.83TC · (152.55FS) 152:6bFS 'MA.TCrl· 152.28FS MATCH .. 15 ·. 3 .. 152.22FS MATCH 152.32FS MATCH 153.DHC ·• ::(l52.6~FS) ·-: --. 152.79FS 152.79FS 152.45TC J52 12FS-HP 152.48FS '.o ... MATCH .~ 15 EX. FOUNTAIN FORCE MAINS FOR EXISTING SPLASH PAD AND MAINTENANCE STRUCTURE PER AS-BUILT EX. 36" STORM DRAIN LINE LEGEND DESCRIPTION EXISTING CONCRETE CONCRETE PAVEMENT ASPHALT PAVEMENT LANDSCAPING GRAVEL RUBBER TILE EXISTING FIRE LANE CONCRETE CURB BUILDING RETAINING WALL BROW DITCH EXISTING STORM DRAIN EXISTING WATER LINE EXISTING SEWER LINE EXISTING COMM LINE EXISTING ELECTRIC LINE EXISTING GAS LINE CATCH BASIN AREA DRAIN WET STANDPIPE FDC PIV BACKFLOW PREVENTOR LIMIT OF GRADING/SAWCUT EXISTING MANHOLE EXISTING UTILITY BOX TREE LIGHT RETAINING WALL FIRE LANE SYMBOL I · · > I f:+:+:+:+:+I I I ll//l//l/7///7771 -~--------------- Ill ■ -LY ---- 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 CONSTRUCTION NOTES 0 CONSTRUCT CONCRETE PAVEMENT PER DETAIL 4, SHEET C-08 SDP 2018-0017/CDP 2018-0043 (DEV2018-0163) Ci) CONSTRUCT CONCRETE PAVEMENT FOR FIRE LANE PER DETAIL 5, SHEET C-08 @ CONSTRUCT AC PAVEMENT PER DETAIL 3, SHEET C-08 0 CONSTRUCT AC PAVEMENT FOR FIRE LANE PER DETAIL 6, SHEET C-08 ® CONSTRUCT 6" CONCRETE CURB PER DETAIL 2. SHEET C-08 ® CONSTRUCT 8" WIDE PLANTER CURB PER DETAIL 1, SHEET C-08 0 CONSTRUCT 3.0 WIDE. 1.0' DEEP CONCRETE BROW DITCH PER DETAIL 8. SHEET C-09 ® CONSTRUCT BUILDING RETAINING WALL PER STRUCTURAL PLANS AND SEPARATE BUILDING PERMIT ® INSTALL LIFE FLOOR RUBBER TILES OVER EXISTING SPLASH PAD CONCRETE @ CONSTRUCT PLAY STRUCTURE PER BUILDING PLANS AND PERMIT @ CONSTRUCT THEATRE BUILDING PER BUILDING PLANS AND PERMIT @ COVERED QUEUE BUILDING PER BUILDING PLANS AND PERMIT @ CONSTRUCT DROP TOWER RIDE AND QUEUE BUILDING PER BUILDING PLANS AND PERMIT @ INSTALL LANDSCAPING PER LANDSCAPE PLANS @ CONSTRUCT THEMING WALL PER ARCHITECTURAL BUILDING PLANS AND PERMIT @ CONSTRUCT f' TO}" GRAVEL MULCH IN DESIGNATED AREAS PER LANDSCAPE PLANS @ INSTALL 6' HIGH CHAIN LINK FENCE @ INSTALL LIGHT POLE PER BUILDING PLANS AND PERMIT @ INSTALL HVAC AND MEP EQUIPMENT PER BUILDING PLANS AND PERMIT @ INSTALL ROAD STRIPING PER LANDSCAPE PLANS @ CONSTRUCT WOOD FENCE AND GATE @ CONSTRUCT 18" HIGH CONCRETE SEATWALUPLANTER @ CONSTRUCT CONCRETE BAND BETWEEN PLAY AREA AND SPLASH PAD AND NEW CONCRETE PER DETAIL 7, SHEET C-08 @ CONSTRUCT RETAINING WALL PER SDRSO C-3 @ ADJUST UTILITY BOX TO PROPOSED GRADE @ RELOCATED FOOD AND BEVERAGE STAND PER SEPARATE PLANS @ CONSTRUCT 8' CMU SITE WALL @ INSTALL PROTECTIVE STEEL BOLLARD PER SDSRD M-16 @ FUTURE FOOD & BEVERAGE KIOSK LOCATION @ INSTALL LIFE FLOOR RUBBER TILE OVER PROPOSED CONCRETE PAVEMENT @ CONSTRUCT LEGO MODEL AT PROJECT ENTRY @ CONSTRUCT 20' HIGH DROP TOWER THEMING WALL PER ARCHITECTURAL PLANS EARTHWORK QUANTITIES CUT: 7 421 CY FILL: 1 477 CY IMPORT NA CY EXPORT: 5 944 CY REMEDIAL: 4 448 CY NOTE, THESE ARE ENGINEERING ESTIMATES ONLY AND SHOUW NOT BE USED FOR BIDDING PURPOSES. THE CONTRACTOR IS REQUIRED TO PERFORM THEIR OWN TME-OFFS. GENERAL NOTES 1. 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 ORY UTILITIES ANO LANDSCAPE IRRIGATION LINES ARE PER SEPARATE PLANS. ss SDRSD SAN DIEGO STANDARD REGIONAL DRAWINGS 2. CONTRACTOR TO VERIFY THE SIZE, DEPTH. AND MATERIAL OF EXISTING UTILITIES IN THE FIELD. CONTRACTOR TO NOTIFY THE ENGINEER IF THERE IS A DISCREPANCY BETWEEN THE FIELD AND THE ITEMS SHOWN ON THE PLAN. APPROVED THIS IS IBE APPROVED TE"TATIVE '.:,!AP/SITE PL.\" FOR PROJECT NO _____ PER CONDIDON NO. __ D.-\TE f:,;"GTKEERL\(i D!\'1510'.\ DATE 41'.'.1 Wes~rt:,, Ploce #112 Ne-!l'Port Beach CA 92660 T S45-610..flS97 www.CDRwest.com NO .. B5513 EXP.· 9'/30/19 3. EXISTING UNDERGROUND UTILITIES SHOWN ARE SHOWN FOR REFERENCE ONLY AND ARE NOT AN 'AS-BUILT'. THEY ARE FROM A COMPILED UTILITY FILE OF DESIGNED UTILITIES FROM LEGOLAND (NOT AS-BUILT) SURFACE MANHOLES AND UTILITY BOXES WERE SURVEYED AND CONFIRMED IN THE FIELD. 4. SEE SEPARATE PLAN AND PERMIT FOR SHORING OF THEATRE WALLS. 20 0 20 GRAPHIC SCALE SCALE: 1"= 20' I ~-~; 11 CITY OF CARLSBAD I DEVELOPMENT PERMIT FOR: LEGOLAND -PROJECT 2020 GRADING PLAN SOP/CDP SUBMITTAL 40 SHEETS C-09 * * -",;~ Cll<L '#',''<' OF CAL\Y 1/11/2019 ADDRESS: 1 LEGOLAND DRIVE CARLSBAD, CA 92008 AARON M. ALBERTSON R.C.E. 65513 EXP 9/30/19 DATE 0 co 0::: 0 LL f- 0 z z 0 f-0 ::J 0::: f-(f) z 0 u 0::: 0 LL f-0 z 160 155 150 145 140 135 130 125 165 160 155 150 145 140 135 130 125 EXISTING -GRADE MATCH PROPOSED THEATRE ATTRACTION ··•·130:42TF· 129.42BF ~ 156.1' PROPOSEDTHEATRE 1ST LEVEL 142.08 FF ···· SCREENPIT 131.42 FF .......... -H=· o+oo 0+25 56.s3/tw 156.00FG (155.S0TC) 0+50 0+75 ALIGNMENT -B-B HORZ. SCALE: 1 "=20' VERT. SCALE: 1"=10' 77.4' PROPOSED THEATRE 1+00 162.671W 162.00FG '(155 34F5j"-....... .,... · ____ ..,....,. ___ ...,,-:;c;_: .. lil·+E:;;ffi1,j]:;ffirrifLillHil]1 -= .. --S = -=-=-~~::C---==~_,.. 7 _,.. .. \____EXISTING EXISTING GRADE --GRADEiN ROAD 0+00 152.71TC 151.98TC 152.38FS 151.65F·s . 0+25 I . -i:i6.42TF 129:42BF D+50 SCREEN ·p1T 131.42 FF 0+75 1+00 ALIGNMENT -D-D HORZ. SCALE: 1 "=20' VERT. SCALE: 1"=10' 77.4' PROPOSED THEATRE 5.0 ' 1+25 5.0% - 1:io:,i:2tf' 129.42BF 1+25 158.751W 155.50FG. 152.75FS 2.8'-RET -36'.9' 1+50 165 160 155 150 145 140 135 130 125 1+50 165 160 155 150 145 140 135 130 125 (151.70FS) 152'.751W 152i.42FS COVERED . .QUEUE LINE -~EXISTING .. CONCRETE 153 boTilV . --:-=-~-::-:=:=c=--~=~~-= i \_ EXISTING GRADE SCREEN PIT 131.42FF {-':/J;f:L '; f< ~= b'l)/; t . AREA _,.. 7l=t!\p,=~-~-·=· =-=-==11.J ·.,, .. '.· -~·~--=~-~~=. . ··.· \_ EXISTING GRADE 130.42TF 129.42BF 1+ 5 154.S0FS 153.S0FL BROW DITCH 130.42TF 129.42BF SCREEN PIT 131.42 FF 2+00 165 160 155 150 145 140 135 130 125 ALIGNMENT -A-A HORZ. SCALE: 1"=20' VERT. SCALE: 1"=10' AC PAVEMENT 2+25 2+50 160.701W (154.46TC) 154.84FG (153.64FS) == --= __k= .. -~--~=~=jf -~EXISTING GRADE IN ROAD 2+75 ' 0+00 0+25 0+50 165 165 EXISTING 160 160 C&G 155 155 150 150 145 145 140 140 135 135 130 130 125 125 o+oo 0+25 0+50 0+75 1+00 1+25 1+50 1+ 5 2+00 0+00 0+25 Si\Projects\2017\17056_LEGO Movie Land_LEGOLAND_Carlsbad CA\Design\SDP-CDP-3rd Sub\SDP-R3-17056-2020-Site Sections.dwg ------------ 178.2' 3+00 3+25 ALIGNMENT -C-C HORZ. SCALE: 1 "=20' VERT. SCALE: 1"=10' 85.0' PROPOSED THEATER 3+50 153.001W 152.75FS 153.001W -- 130.42TF 129.42BF 2NCl LEV~L 152.75 FF >----~·· .. ----=--=--- . ~EXISTING 1ST LEVEL · G_RA_D_f,: 142.08 FF SCREEN PIT 131.42 FF 3+75 22.2' PROPOSED COVERED QUEUE AREA 158.751W 157.50FG 4.8'-RET 152.75FS / 130:42TF 129.42BF / 20.6' 4+00 4+25 157.25FS 156.25FL BROW DITCH 151.75TF 150.75BF 0+75 1+00 1+25 1+50 1+ 5 2+00 37.8' / "'"''"" SERVICE ROAD --------.. PROPOSED ELEC. EQUIP. 0+50 ALIGNMENT -E-E HORZ. SCALE: 1 "=20' VERT. SCALE: 1"=10' 51.9' 18.T EXISTING 15608TJFlACJE: ~ I( PROPOSED (155.47FS) • SITE --.... FENCE ------....., ' ' -...... ------5" THICK 155.50FS CONC. 155.25FG PROPOSED ELEC. PAD LANDSCAPE 0+75 1+00 1+25 1+50 1+ 5 4+50 4+75 165 o,o 0 160 155 150 145 140 135 130 125 165 160 155 150 145 140 135 130 125 2+00 SOP 2018-0017/COP 2018-0043 (OEV2018-0163) 160 155 150 45 140 135 130 125 5+00 f, . ... ~ KEY MAP SCALE: 1"=50' GENERAL NOTES C, .. , ;•;• 1. BUILDING RETAINING WALLS ARE SHOWN ON SECTIONS FOR REFERENCE ONLY. SEE SEPARATE STRUCTURAL PLANS AND PERMIT FOR BUILDING FOUNDATION PLAN AND DETAILS. 2. SEE SEPARATE SHORING PLAN AND PERMIT FOR SHORING OF THEATRE WALLS. 3. COORDINATION WITH EXISTING AND PROPOSED UTILITIES WITH THE CONSTRUCTION OF THE SHORING IS TO BE COMPLETED IN THE FIELD BY THE SHORING AND GENERAL CONTRACTORS. i 'i!-,_ ·, •/-'-·T,.;_ . .. ~' ,_ " ~- 0 co a:: 0 LL f- 0 z z 0 f-0 ::> a:: f-U) z 0 0 a:: 0 LL f-0 z C Commercial Development SHEETS C-09 I ~-~~ 11 CITY OF CARLSBAD I~~ APPROVED THIS IS THE APPROVED TE~TATIVE :\!AP/SITE PLA.'< FOR PROJECT NO ____ PER CONDITION NO. __ PLAXN[KG Df\."JSIO;,,: DATE El\GD/EERll\"G mv1:-1ox D.•\71' ---=---Resources .~aFEss,0_,, <) :;..---,-..::-"'< Today's Ideas. Tomorrow's Reality. ~~ \).. A LS,e. e., 4 121 Westerly Pla~<c #112 N~o'iporl Be6ch CA92660 "~ 0~ Cl} ~ ,.p - ;;"' '0~ w < NO. 65513 Z l"l a:: EXP. 9./30/19 ;:o T 94&--610-IISS7 ·.vww.C:DRwest.corn * 1/11/2019 AARON M. ALBERTSON R.C.E. 65513 EXP. 9/30/19 DATE DEVELOPMENT PERMIT FOR, LEGOLAND -PROJECT 2020 SITE SECTIONS SOP/CDP SUBMITTAL ADDRESS: 1 LEGOLAND DRIVE CARLSBAD, CA 92008 ' 160.50FS 159.50FL-HP ;J .,. '. i \ '\ \ • ,_ -~-'•""'' \ ,,5:,< .l56.25FS 155.25FL-GB EX. BLDG. // TO REMAIN/ (152.11 _fF) / EX. BLDG. TO REMAIN (152.11 FF) 37 S:\Projects\2017117056_LEGO Movie Land_LEGOLAND_Carlsbad CA\Design\SDP-CDP-3rd Sub\SDP-R3-17056-2020-Private Storm Drain Plan.dwg , ___ , ___ .,----, "-" ·J5:t55fd-_, .. ·. .15J072!NV ·• • _ ··: EX. BLDG. TO REMAIN (152.16 FF) --"' . -- 15145liG 149,1_7/NV 15J.42TG 149.42 INV• ' "' ' ; ''t,::Jj,Slf \,:r:::"> -- 152.47TG 151.641NV "151.141NV ;·~---·· .·• ,:.,{·• •_"· . . . ; '. ;. -------·-n:::::,h··,;,_ ---yd,+✓: ~--, ,;,.----· EX BLDG. TO REMAIN (152.16 FF) 1s1.w'rG 149.90,INV CT-,. ~- ·-· ::,.,✓ EX. 18" S.D. CONNECTION TO 36" S.D. (139.80 INV) .if ... ,EXISfiNG BLDG. TO REMAIN (152.79 FF) • '-;6,1 EXISTING RIDE TO REMAIN (152.33FS) ·>'"---. EX. SPLASH PAD FOUNTAIN UNDERGROUND PIPING.ANo:>,- STRUCTURE PERJ)l)JSJQETHE LINES AND AQLJAT10DESIGN GRO~-i>.s:BtJILT DWG. AB1 .0 ~:e~1'.EB 5"/i6/2015 APPROVED THIS IS THE APPROVED TE>ITATIVE ,1APISITE PLA>i FOR PROJECTNQ _____ PER CONDIDON NO. __ PL-\~:,,:ll'SG Dl\1S!O:-; J)AT£ E:S:GIJ\:EERJKG DrV!S!O:< !).\ Tc Today's Ideas. Tomorrow's Realtty. 4121 Westerly Place #112 Newpc:rl Beach CA 92660 TS49-610-&J97 www.CDRw~st.~om SDP 2018-0017/CDP 2018-0043 (DEV2018-0163) PRIVATE STORM DRAIN CONSTRUCTION NOTES @ @ @ @ @ @ @ @ @ @) @) @ @ @ @ @ @ @ INSTALL 6" SCHEDULE 40 PVC STORM DRAIN PIPE INSTALL B" SCHEDULE 40 PVC STORM DRAIN PIPE NOT USED ON THIS SHEET CONNECT DOWNSPOUT FROM ROOF DRAIN TO STORM DRAIN SYSTEM PER DETAIL 3, SHEET C-09 INSTALL 12' x 12" OLDCASTLE PRECAST CONCRETE CATCH BASIN WITH TRAFFIC RATED GRATE PER DETAIL 4. SHEET C-09 OR APPROVED EQUIVALENT. INSTALL 18" x 18" OLDCASTLE PRECAST CONCRETE CATCH BASIN WITH TRAFFIC RATED GRATE PER DET/IJL 4, SHEET C-09 OR APPROVED EQUIVALENT. INSTALL 24"X24" OLDCASTLE PRECAST CONCRETE CATCH BASIN PER DETAIL 4, SHEET C-09 OR APPROVED EQUIVALENT INSTALL PVC WfE CONNECTION INSTALL PVC SCH. 40 45° BEND INSTALL PVC SCH. 40 22.5' BEND INSTALL STORM DRAIN CLEANOUT PER DETAIL 6, SHEET C-09 CONNECT TO EXISTING STORM DRAIN JUNCTION STRUCTURE CONNECT TO EXISTING STORM DRAIN LINE. CONFIRM STORM DRAIN LINE IS IN GOOD CONDITION BEFORE CONNECTED. IF STORM DRAIN IS DAMAGED REPLACE W/ SAME SIZE PIPE/MATERIAL. PROTECT EXISTING SPLASH PAD GRATES INSTALL 12"X12" NDS SQUARE POLYOLEFIN CATCH BASIN IN LANDSCAPING BY NDS. SEE DET /IJL 9, SHEET C-09 INSTALL 12"X12" NDS SQUARE CATCH KIT WITH METAL GRATE. MODEL II NDS 1200MTLKIT INSTALL 4' SCHEDULE 40 PVC STORM DRAIN PIPE INSTALL 4' PERFORATED SCHEDULE 40 PVC STORM DRAIN PIPE SUBDRAIN PER DETAIL 2, SHEET C-09. INV TO BE 4" ABOVE TOP OF FOOTING GENERAL NOTES 1. UTILITY PIPE TRENCHING TO BE CONSTRUCTED PER DETAIL 7, SHEET C-09 2. CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND AND GRADES. CONTRACTOR TO NOTIFY THE ENGINEER IF THERE IS A DISCREPANCY BETWEEN THE FIELD AND THE ITEMS SHOWN ON THE PLAN. 3. STORM DRAIN IS TO BE INSTALLED AT A 1% MINIMUM SLOPE . * N0, .. 65513 EXP: 9 /30/19 _''>,-,.-'e CIVlL ~,.,_ OF" CA.UT * 1/11/2019 20 0 20 GRAPHIC SCALE SCALE: 1" = 20' I ~-~~ 11 CITY OF CARLSBAD I DEVELOPMENT PERMIT FOR: LEGOLAND -PROJECT 2020 PRIVATE STORM DRAIN PLAN SOP/CDP SUBMITTAL ADDRESS: 1 LEGOLAND DRIVE CARLSBAD, CA 92008 40 SHEETS C-09 AARON M ALBERTSON R.CE. 65513 EXP 9/30/19 DATE 0 co 0:: 0 LL f--0 z z 0 f--0 :::J 0:: f--Cf) z 0 0 0:: 0 LL f--0 z '. ,,, \, h '•------156,_\ [144.75 INV) EX. SS MH (154.17 RIM) 0\. (144.62 INV) - WATEA METER\ \ 1, WATER . ,LINE 144.34 IN . \ ' '--. \)·' ............... \.\53/" • r:7 SEWE."l ··.__:;-.--. ~ ... . .. ,__ \ 8""1,\/AfJ'iR 1 PRIVATE MAIN" EX. SS MH (154.17 RIM) (144.62 INV) S2 .. / \\ / ' : '· \ 1-·. ,l, ,,,,,.,,'i • .. --"'; • • ' \, .. ts.a\, \\ . --~ 1 :WATER •" MAIN L2 1 ELECTRIC LINE EX. SSMH (150.26 RIM) (142.24 INV) S:1Projectsl2017I17056_LEGO Movie Land_LEGOLAND_Carlsbad CA\Design\SDP-CDP-3rd Sub\SDP-R3-17056-2020-Private Utility Plan.dwg ----·- B(BLDG. TO REMAIN (152.11 FF) EX. BLDG. TO REMAIN ~£:>.J1 ffl EX. BLDG. TO REMAIN (152.16 FF) .. ·•:,152, ... , .. " EX. BLDG. TO REMAIN (152.16 FF) PROPOSED DROP TOWER RIDE AND.QUEUE LINE S\, ··-;· ~. ' <• ·;;;.,,-<.t "":· '1 ·'''"" / :,/ -+' + / EXISTING RIDE TO REMAIN (152.33FS) " 'se·c ·<1 . ··---,• .... ,_:·_ ~;.C. ~'. ~:JL .. '" El<.\\• > • "'i=='=o31J'":-N=TA'c:l-cN--i .. • 1 • UTILFf\')30X .• )i Ex.STING BLDG. To·· REMAIN (152.79 FF) i~•: v'., "" .--, . ' ' . EX. SPLASH PAD FOUNTAIN UNDERGROUND PIPINGAND ::-·· STRUCTURE PER OLJ:l'SIOE'fHE ~~~t::~~~gtrg~~S~B~ .0 ""DATJ=9 5/16/2015 / "' • ..-·:· .>''-"'" - APPROVED THIS IS THE APPROVED TE'JTATIVE :v!AP!SITE PLA'l FOR PROJECT NO, _____ PER CONDITION NO. __ PLA.'\'.•HKG DJ\'I$10:,,J D,\TI: D:GJ:-.;EJ,RJ);"G DlVJSfO'.. DATE Today's Ideas. Tomorrow's Reality 4121 Westerly Place #112 Newpai Beach CA92600 T £49--610-8997 ,,,.,,vw.CDRwest.com SDP 2018-0017/CDP 2018-0043 (DEV2018-0163) PRIVATE WATER CONSTRUCTION NOTES 8 INSTALL 2" PVC SCHBO WATER LINE @ INSTALL 1"" PVC SCH 80 WATER LINE 8 CONNECT TO EXISTING WATER LINE 8 CONNECT TO PROPOSED BUILDING] @ PLUG WATER LINE FOR FUTURE F&B STAND PRIVATE FIRE WATER CONSTRUCTION NOTES ® INSTALL FIRE LINE AND OTHER FIRE EQUIPMENT PER SEPARATE FIRE PLAN AND PERMIT FROM FIRE DEPARTMENT PRIVATE SEWER CONSTRUCTION NOTES @ @ @ @ @ @ @) @ @ 0 INSTALL 4"" PVC SDR-35 SEWER LATERAL INSTALL 6"" PVC SDR-35 SEWER LATERAL CONNECT TO PROPOSED BUILDING PER SEPARATE MEP PLANS CONNECT TO EXISTING 8" SEWER MAIN EXISTING PRIVATE SEWER MANHOLES. OUR PROPOSED SEWER FIXTURES ARE HIGHER THAN THE NEAREST EXISTING MANHOLE COVERS. INSTALL DILAN□ WATER SEPARATOR PER SEPARATE MEP PLANS INSTALL 4""X4"" WYE CONNECTION INSTALL 4"X6"" PVC WYE CONNECTION INSTALL 45' PVC BEND INSTALL SEWER CLEANOUT PER DETAIL 6. SHEET C-09 PRIVATE IRRIGATION CONSTRUCTION NOTES @ @ NEW PRESSURE RECYCLED IRRIGATION MAINLINE PER LANDSCAPE PLANS CUT EXISTING PRESSURE RECYCLED IRRIGATION MAINLINE AT THIS LOCATION DEMOLITION NOTES DJ PROTECT IN PLACE I}] REMOVE 0 RELOCATE ITEM UTILITY NOTES 1. 2. 3. 4. 5. 6 . 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. UTILITY PIPE TRENCHING TO BE CONSTRUCTED PER DETAIL 7. SHEET C-09 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 IS A DISCREPANCY BETWEEN THE FIELD AND THE ITEMS SHOWN ON THE PLAN. EXISTING UNDERGROUND UTILITIES SHOWN ARE SHOWN FOR REFERENCE ONLY AND ARE NOT AN ""AS-BUil T'. THEY ARE FROM A COMPILED UTILITY FILE OF DESIGNED UTILITIES FROM LEGOLAND (NOT A&BUILT). SURFACE MANHOLES AND UTILITY BOXES WERE SURVEYED AND CONFIRMED IN THE FIELD. DOMESTIC WATER LINES TO BE INSTALLED WITH MIN. 12" CLEARANCE BETWEEN BOTTOM OF WATER LINE AND TOP OF OTHER WET UTILITY . 20 0 20 GRAPHIC SCALE SCALE: 1" = 20' ~ I CITY OF CARLSBAD I ~ DEVELOPMENT PERMIT FOR: LEGOLAND · PROJECT 2020 PRIVATE UTILITY PLAN NO. 65513 EXP. 9/30/19 SDP/CDP SUBMITTAL * * ADDRESS: i LEGOLAND DRIVE 1/11/2019 CARLSBAD, CA 92008 40 SHEETS C-09 AARON M. ALBERTSON R.C.E. 65513 EXP, 9/30/19 DATE -------------- 0 (fl 0: 0 LL I- 0 z z 0 I-u ::J 0:: I-Cf) z 0 u 0: 0 LL I-0 z \. ._ .... --- ·-----·-· --.·-·---- 3 \\ \ \ '. \ \\ \\', " •----... -· .. ••. -.-----• * • '., ·-. 162 160 -...---~-.,,;; .... ·--- EX. BLDG. / TO REMAIN// (152.11 FP) / -( EX. BLDG. TO REMAIN (152.11FF) \-·-; ' "" • ~ "' 0 '· \ -.... ___ . ___ ,. .... .,:· .:,--, .. ., •--·•r • • * • THEATRE QUEUE LINE .. . ., . " _. • EX. BLDG. \fOREMAIN (152.16 FF) • .• S:\Projects\2017117056_LEGO Movie Land_LEGOLAND_Carlsbad CA\Design\SDP-CDP-3rd Sub\SDP-R3-17056-2020-Erosion Control Plan.dwg i-- i --·-... -~---·••" -~ ...--··.;······ -----.. · --·.;. --"••·· ......... _ ,._ .. ""·-.~· . -.... 1 " ". • . . t . •• <I • • •• ~-. · + .- + . . . +. + +/· + / +, + \ t +/,+ + ~-\\~-;·+.,;:·~ ~ + +-.,+ .. _ +--+ + .. + + EX. BLDG. TO REMAIN (152.16 FF) • d • " ' • <I • • "j•,. ,,,;_ • .. ·<I.: -' ' •.. ·, .. ,J::4 ! ~-.. ' ..... .. .. - ''@" EXISTING BLDG. TO REMAIN . (152.79 FF) ";~; EXISTING RIDE TO REMAIN (152.33FS) r· 153 :• . ls_ --s .. 20 0 20 ~ I GRAPHIC SCALE SCALE: 1" = 20' 40 I • CONTRACTOR IS TO UPDATE SW.P.P.P. WALL MAP [THIS EXHIBIT) TO REFLECT ACTUAL BMP LOCATIONS EFFECTIVE SOIL COVER MUST BE EMPLOYED FOR INACTIVE AREAS WHICH INCLUDES ALL FINISHED SLOPES, OPEN SPACE, UTILl1Y BACKFILL, AND COMPLETED PADS. INACTIVE AREAS OF CONSTRUCTION ARE AREAS THAT HAVE BEEN DISTURBED AND ARE NOT SCHEDULED TO BE RE-DISTURBED FOR AT LEAST 14 DAYS. FILTER FABRIC 3" COARSE--~ 6" MIN AGGREGATE 3" COARSE AGGREGATE N CORRUGATED STEEL PANELS ORIGINAL -ir----:.......: __ c....--.....--...c...>,_.::GRADE I FIBER FABRIC SECTION C-C w 0 C r CORRUCtGATED STEEL :AN;S t ~~m~m-mm~ oW~~ ,_ IIIIIIIIIIIIIIIIIIIIIIII .! ]~HH c': (l:'. :::, (/) 0 (l:'. <( I L I ~~--=24_'-"'M~IN'----11 I :~~· . R=20' MIN I 50' MIN OR FOUR TIMES THE CIRCUMFERENCE OF THE LARGEST CONSTRUCTION VEHICLE TIRE, WHICHEVER IS GREATER STABILIZED CONSTRUCTION ENTRANCE ST!::EL OR ~- WCOC POST NOT TO SCALE 10' M.~X. VtlH Wif?E SUPPCRT FE!'.C~ 5· MAX. S;c,ACl<'lG WITHCLJT Wl~E SJi>paf':T FENCE STANDtRJ DE' AIL TRENCH i/l'!Th :.JAT1VE 3ACKFILL NnT•: i.J),-. --j Ai 01"'1 ~§~ ,-r'l ;;:-s:: .,.. i'l ► 5 § X 0 f"T'l :::r: ::i -1- .tLTERl,ATE DE-AIL TRENCH v,rn--1 (,;;,:i.t;'EL i. i'.\SPECT .A.ND REPAI;;:: FE1'.CE AFTER EP.CH ST,J~M EVEt~T AND REMOI/E SEDIMENT WHrn NECESSARY. 2. REYOVED SEDIME'H SHALL BE CEPOSITEJ TC AN AREA T:7AT WlLL NOT GO~HRl5UTE SEDIMENT DFF-SITE ,\ND CAN BE PEP.'..1AN[i\:TLY -STABILIZED, J SILT FEf'<CE SHALL BE ;:,LACE) ON 5,_o::>E COc'. :ou~s. TO k'lAXIMIZE PONDING EFF1CIE~JCY. SILT FENCE DETAIL SILT FENCE DETAIL NOT TO SCALE A Today's Ideas. Tomorrow's Reality. 4121 Westerly Place #112 ~p<:rt Beach CA.-2660 T 94!:.<-610-8997 www.CDRwest.t:0m APPROVED THIS JS THE APPROVED TE'.'-ITATJVE MAP/SJTE PUI._ 'i FOR PROJECT NO _____ PER CONDJTION NO. __ 3" MIN. OPENING BElWEEN BAGS TOP ROW SDP 2018-0017/CDP 2018-0043 (DEV2018-0163) EROSION CONTROL NOTES (i) ® SE-4, GRAVEL BAGS, SEE DETAIL CON THIS SHEET NS-10, CONSTRUCTION ENTRANCENEHICLE TRACKING PAD.SEE DETAIL A ON THIS SHEET EC-4, STABILIZE GRADES GREATER THAN 3' IN HEIGHT SE-1, SILT FENCE SEE DET/IJL BON THIS SHEET 0 0 ® SE-10, STORM DRAIN INLET PROTECTION, SEE DETAIL C ON THIS SHEET LEGEND DESCRIPTION CASQASTD. DIRECTION OF DR/IJNAGE STABILIZED CONSTRUCTION ENTRY TC-1 GRAVEL BAGS (SINGLE ROW) INLET PROTECTION AREA DRAIN CONCRETE WASHOUT MATERIAL STORAGE AREA SANITARY FACILITIES WASTE STORAGE AREA SOIL STOCKPILE LANDSCAPE STOCKPILE MATERIAL STOCKPILE EQUIPMENT STORAGE SE-10 WM-8 WM-1 WM-9 WM-5 WM-3 WM-3 WM-1 HAZARDOUS MATERIAL STORAGE WM-6 CLEANUP MATERIALS CONSTRUCTION TRAILER --se -----SILTFENCE ·=· GRAVELBAGS ----x ----CONSTRUCTION FENCE ~t ( 5? ) A SECTION A-A A ...,.f--1 D 5' MIN ~-BAGS SHALL BE BUTTED FIRMLY AGAINST CURB & ADJUSTED AS ORDER OF WORK DICTATES SYMBOL cw MS TF T ss LS MS ES HM CM ><I SECTION D-D GRAVEL CHECK DAM/INLET PROTECTION C NOT TO SCALE * NO. 65513 EXP: -9/30/19 * 1/11/2019 FOR REFERENCE ONLY -SEE TIER Ill SWPPP SHEETS C-09 ~ I CITY OF CARLSBAD DEVELOPMENT PERMIT FOR· LEGOLAND -PROJECT 2020 EROSION CONTROL PLAN SOP/CDP SUBMITTAL ADDRESS: 1 LEGOLAND DRIVE CARLSBAD, CA 92008 f'I.Al\Nl!\G DIVIS.JON D.C\TE E~Gl:,,iE.FRJ'\G DJVl~IO',. AARON M. ALBERTSON R.C.E. 65513 EXP 9/30/19 DATE ------------------·. --------------------------------~~ ----- 0 OJ rr: 0 LL f--0 z z 0 f--0 :::i rr: f-(f) z 0 0 rr: 0 LL f--0 z KEY 1. 5" THICK PCC CONCRETE PAVEMENT, COLOR & FINISH PER PLAN. 2. #3 REBAR GRID@ 18" O.C. SPACING EACH WAY. 1 2 3 3. 4" DEEP LAYER OF CLEAN SAND W/ SAND EQUIVALENT OF 30 OR GREATER. 10-MIL VISQUEEN MOISTURE BARRIER MID-DEPTH IN SAND. MAY BE OMITTED IN NON-EXPANSIVE SOILS. REFER TO SOIL REPORT RECOMMENDATIONS. 4. EXPANSION JOINT WHERE PAV'T ABUTS FIXED OBJECTS. 1/2" THICK PREFORMED EXPANSION JOINT FILLER (TYPE PER SPECS), INSTALLED 112" BELOW SURFACE W/ ELASTOMERIC SEALANT COVER, COLOR MATCHED TO CONCRETE PAVING. TOOL EDGES WITH 1/8" RADIUS. • <} 4. CONCRETE TYPE: 520-A-2500 WITH 3" MAX SLUMP. NOTE: FINAL SECTION TO BE CONFIRMED BY SOILS ENGINEER. TYPICAL CONCRETE PAVEMENT DETAIL NOT TO SCALE KEY 1. 7-112" THICK PCC CONCRETE PAVEMENT, COLOR & FINISH PER PLAN. 2. #3 REBAR GRID@ 18" O.C. SPACING EACH WAY. 3 3. UPPER 12" OF SUBGRADE MOISTURE CONDITIONED TO OPTIMUM AND COMPACTED TO MIN. 95% RELATIVE COMPACTION (ASTM D 1557). 4. EXPANSION JOINT WHERE PAV'T ABUTS FIXED OBJECTS. 1/2" THICK PREFORMED EXPANSION JOINT FILLER (TYPE PER SPECS), INSTALLED 1/2" BELOW SURFACE W/ ELASTOMERIC SEALANT COVER, COLOR MATCHED TO CONCRETE PAVING. TOOL EDGES WITH 1/8" RADIUS. 5. CONCRETE TYPE: 520-A-2500 WITH 3" MAX SLUMP. NOTE: FINAL SECTION TO BE CONFIRMED BY SOILS ENGINEER. TYPICAL CONCRETE PAVEMENT FIRE LANE DETAIL NOT TO SCALE 1/2" THICK PREFORMED EXPANSION JOINT FILLER BOTH SIDES OF BAND (TYPE PER SPECS). INSTALL 112" BELOW PAVEMENT SURFACE AND COVER WITH ELASTOMERIC SEALANT, COLOR MATCHED TO CONCRETE. TOOL EDGES \/\/ITH 118" RADIUS. ADJACENTPAVEMENT ----~ 4" DEEP LAYER OF CLEAN SAND WITH 10-MIL VISQUEEN MOISTURE BARRIER MID DEPTH IN SAND. MAY BE OMITTED IN NON-EXPANSIVE SOILS. REFER TO SOIL REPORT RECOMMENDATIONS. I I UPPER 12" OF SUB-GRADE MOISTURE ~ CONDITIONED TO OPTIMUM AND COMPACTED TO MIN. 95% VI/I DTH PER PLAN SLOPE PER PLAN <1 4 - <I CAST IN PLACE CONCRETE FLUSH BAND. COLOR AND FINISH AS SPECIFIED ON PAVEMENT FINISHES PLAN. <I <l <l <l <l FLUSH CONCRETE BAND DETAIL 7 NOT TO SCALE S:\Projects\2017117056_LEGO Movie Land_LEGOLAND_Carlsbad CA\Design\SDP-CDP-3rd Sub\SDP-R3-17056-2020-Details Sheet-Pavement.dwg • <} ---FINISH GRADE SLOPE MIN. 2% > L.l . <} • . 4 ~~~ ~~¼< ~)0)0'; ~»'»''' ~~>" ---------(,/'- 3" 8" EDGE CONDITION WHERE PAVEMENT IS ADJACENT TO SOIL (') (') b ' -~ BUILDING FOUNDATION OR OTHER ADJACENT OBJECT. SLOPE < MIN. 2% •· <} 4 <} 8" . .d4 . <} 4 <} 4 EDGE CONDITION WHERE PAVEMENT IS ADJACENT TO BUILDINGS OR OTHER FIXED OBJECTS. BUILDING FOUNDATION OR OTHER ADJACENT OBJECT. 4 . <} ---FINISH GRADE SLOPE MIN.2% ) . • 4 . <} . -. 4 - 8" L.l ~~~ ~~¼< ~)0)0'; ~»'»''' ~~>" '-,'\(/s' 3" EDGE CONDITION WHERE PAVEMENT IS ADJACENT TO SOIL. (') (') 4 SLOPE < MIN.2% _.d 4 -- <} <} • • 4. <} 4 "' AAA -<} -' ~~~'< --~ .d ~✓->>;)._>;)._">J) ~--~~~~~~~ <} ~~~~~ 4 Z..½,½,1//, /, //, / / 8" EDGE CONDITION WHERE PAVEMENT IS ADJACENT TO BUILDINGS OR OTHER FIXED OBJECTS. HOT MIX ASPHAL TIC CONCRETE WEARING COARSE PER SPECS, 1.5" THICKNESS. USE FINE GRADED AGGREGATE FOR PEDESTRIAN PATHWAYS. 5 HOT MIX ASPHALTIC CONCRETE ____ _ BASE COARSE CLASS II AGGREGATE BASE ----~ COURSE COMPACTED MIN. 95% /'/ 1.5" DEPTH FOR BID / -2.5" PURPOSES.REFER TO SOIL ENGINEER FOR FINAL '---...._ , THICKNESS. ---;> UPPER 12" OF SUBGRADE MOISTURE CONDITIONED TO OPTIMUM AND COMPACTED TO MIN. 95% RELATIVE COMPACTION (ASTM D 1557). 7.0" CONSTRUCT TO CAL TRANS STANDARD SPECIFICATIONS. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ➔ 1. FINAL SECTION TO BE CONFIRMED BY SOILS ENGINEER. <} 4 CJ) ASPHALT CONCRETE PAVEMENT FIRE LANE DETAIL NOT TO SCALE 6 APPROVED THIS IS THE APPROVED TE'lTA TIVE c.1AP/SITE PLA:S: FOR PROJECT NO, ____ PER CONDITION NO._ SDP 2018-0017/CDP 2018-0043 (DEV2018-0163) CAST IN PLACE CONCRETE CURB. ----- NATURAL GREY COLOR, SMOOTH TROWELED FINISH. • ACTUAL CURB HEIGHT SHALL BE PER GRADING PLAN. 112" TOOLED RADIUS (TYP) EXPANSION JOINT WHERE ----- INDICATED ON PLANS. 8" I FINISH GRADE 1" ___ ______,. BELOWT.O.C. ...--~~1-,-.,...--,,,,,----,; UPPER 12" OF SUB-GRADE __.,-I MOISTURE CONDITIONED TO OPTIMUM AND COMPACTED TO MIN. 95% 8" WIDE PLANTER CONCRETE CURB DETAIL NOT TO SCALE CAST IN PLACE CCNCRETE CURB, --~ 6" COLOR PER PLAN, SMOOTH +--~--.I' TROWELED FINISH. EXPANSION JOINT WHERE ---~ INDICATED PER PLANS. PAV'f FINISHED SURFACE~~ • ACTUAL CURB HEIGHT SHALL a BE PER GRADING PLAN. CO DETAILS "' . 4 """'· -.. -. ,II .•• '4 .. .-"'. ... ... PAV'f PER OTHER sJ· • : 4 . · ·•. ,,_· ;ji;,t,. . .., li:~~r: . . <I . UPPER 1a·oF wa· · ... SUB-GRADE MOISTURE '.:ic;,<· . .-• 4 CONDITIONED TO OPTIMUM AND COMPACTED TO MIN. 95% FINISH GRADE 1" BELOW T.O.C. 1 6"X6" CONCRETE CURB DETAIL NOT TO SCALE C) HOT MIX ASPHAL TIC CONCRETE WEARING COARSE PER SPECS, 1.5" THICKNESS. USE FINE GRADED AGGREGATE FOR PEDESTRIAN PATHWAYS. HOT MIX ASPHAL TIC CONCRETE ____ _ BASE COARSE CLASS II AGGREGATE BASE ____ _ COURSE COMPACTED MIN. ::TH FOR BID ? ::::: _,,,___-~SSSS::i;SSS%5:swt:swssw~w;s:w;s:0:~/ PURPOSES. REFER TO SOIL ENGINEER FOR FINAL '---...._ • 4.0" THICKNESS. ---;> UPPER 12" OF SUBGRADE MOISTURE CONDITIONED TO OPTIMUM AND COMPACTED TO MIN. 95% RELATIVE COMPACTION (ASTM D 1557). CONSTRUCT TO CAL TRANS STANDARD SPECIFICATIONS. z 2 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ➔ 1 _ FINAL SECTION TO BE CONFIRMED BY SOILS ENGINEER. ASPHALT CONCRETE PAVEMENT DETAIL NOT TO SCALE 3 0 m a: 0 LL f-0 z z 0 f-0 =i a: f- Cf) z 0 u a: 0 LL f-0 z SHEETS C-09 I ~-~~ 11 CITY OF CARLSBAD I~~ ,;121 Wester~ Ploce #112 Newport Beath CA s-2660 T94&.61[1.6SST W\YW.CDRwest.com * * 1/11/2019 DEVELOPMENT PERMIT FOR: LEGOLAND -PROJECT 2020 DETAILS SOP/CDP SUBMITTAL ADDRESS: i LEGOLAND DRIVE CARLSBAD, CA 92008 DATE L\01:-U::RJ:-G l)l\"IS!O:,S o,m AARON M ALBERTSON R.C.E. 65513 EXP. 9/30/19 DATE ---------------------------------------------------~ ------------------------------------- ,,, ;s z ~ 0 = ~ s VO ~! 1r 30~ MIN ~ ~1----'----=-----1 ., \_ CUT SLOPE BOTTOM MAY BE ROUNDED \\ AT THE OPTION OF THE CONTRACTOR ---~ 1YPE A 5' MIN 0 12" z i5 z ---···-····-·--~ 0 = w ~ g VO z 0 w w ' ' . _, V '--cUT SLOPE 3" 4 70-C-2000 CONCRETE OR 3" 2500 PSI AJR PLACED CONCo/ WITH 6 x 6-\VL4 x W1-4 WWF 6" BROW DITCH '-' z i5 z el = w ~ ~ z ~ 2' MIN iSz---....._ 24" MIN 6" , ,;; " "' "' , ::::.: i ",;.... : -, 1YPE B 3' MIN \ zl U, '--------- :] ~ J_ ___ ~J ·\ f, \ ~~ \ " '-Cl/I OR Flll SLOPE " , . N ~ ,,S I BOTTOM MAY BE ROUNDED AT I THE OPTION OF THE CONJRACTOR _j 1YPE C LcuT CR FlLL SLOPE 'L 3" 470-C-2000 CONCRETE OR / 3" 2500 PSI AJR PLACED CONCRETE / WITI-·-l 6 x 6-W1.4 x W1.4 WNF-~ TERRACE DITCH 1YPE D "' NOTES 1_ LONGITUDINAL ScOPE OF LINED DITCH SHALL BE 2% MINIMUM_ LEGEND ON PLANS 2 USE A 6" THICKENED EDGE ON BOTH SIDES OF THE DRAINAGE DITCrl WHEN THE DRAINAGE DITCH IS BUILT DOWN A GRACED SLOPE. =-==- Revision By Aoproved Date SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE: ORIGINAL Kerch,evol 2/75 RtJ1,iewec T. Sfon~on Eoite,:J S.S. T. Regello 04/06 03/: 1 DRAINAGE DITCHES 12, 17/2015 Choir. er~on R.C.E. 19246 Da'.e Edited T.R T R<=gtdln '.0/15 DRAV!NG NUMBER D-75 SDRSD D-75, DRAINAGE DITCH 8 DETAIL TYPED NOT TO SCALE NOS® We put water in its place SECTION --- NOTES: NDS, INC. 851 NORTH HARVARD AVE. LINDSAY, CA 93247 TOLL FREE: 1-800-726-1994 PHONE: (559) 562-9888 FAX: (559) 562-4488 www.ndspro.com NOS 12" SQUARE POLYOLEFIN GRATE WI UV INHIBITORS_ 1. GRATE TO BE ATTACHED TO CATCH BASIN WITH SCREW PROVIDED AT TIME OF INSTALLATION. 2_ RISER CAN BE CUTTO ACHIEVE EXACTELEVATION 3_ DO NOT USE OVER 5 RISERS WITH CATCH BASIN_ 4_ INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS_ 5. DO NOT SCALE DRAWING. 6. THIS DAAW!NG IS INTENDED FOR USE BY ARCHITECTS. ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. 7. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. SQUARE CATCH BASIN 12" SQUARE CATCH BASIN -TYPICAL INSTALLATION FOR LANDSCAPE APPLICATIONS (fflJNDS ~ ~ KEY COMPONENT www ,ndspro.GOll'fs5 REVISION DATE 8-24-2015 NOS 12" SQUARE CATCH BASIN LANDSCAPE 9 NOT TO SCALE S:\Projects\2017\17056_LEGO Movie Land_LEGOLAND_Carlsbad CA\Design\SDP-CDP-3rd Sub\SDP-R3-17056-2020-Details_dwg w 1, N TRENCH WIDTH Al 1D? ·Of rP-..ENCH \/ARIES ,;:-----TOP OF BACKFILL TO -SE SAME \\ AS OR_IG!NAL GROUND AND· MATCH ADJACENT UNDiSTJRBED-GROUND \ \ ~! I MARK1Nr:. r;el?'.~ j . AAX!MUM AU .. OWABL£ 1 / SLOPE ov EXCAVATION r / ?ER REQWRE.i<;iENTS OF ) / CAL/OSHA , I L. ___ L._ ___ I ------------; (1', BACKFlLL TRENCH WIIH NAliYf:. EARTH BACKfl~ OR IMPORTED MATERIAL I PIOE 11 9{!% RELATIVE COMPATION• WIDTH TOP Of PIPE ! (DBACKFILL PlPE BASE AN J, E ZONE WJTH IMPORTED SAND ~w~ ~-4---=-S=P-Rl~N~GL~IN_E_✓,-+-----'-(I ,_ ~ ~ IL 90% RELATIVE COMPATION °" "'.1--------·~--~--l--"""F"""'-sJL~---_c_,. 1 L mf BEDDING } J _.J__J__CL__ ____ ""~w-1-'--'-t-___,, HAU-NC!-IING J., 9:i~ %P ' Pl?E DiAMETI:R ,-iH.FWUCf-, 6" A ,o THROUGH 16 1B THROUGH '4 27 TI-iROLi-GH 35 MlN, T s· I 8 I fi"i" I 12" ' A PIPE OD A TRENCH' WJDTI-: IN P\P[ ZONE MAX, ! g"" I -,2 I ;g ' 24 UMITEC *IN PAVED AR.EA, TIS~CH ZONE SHAU RE COMPACTED TO 95%. MIN. NO SCALE ITEM ' DESCRIPTION BEDrnNG AND 3ACKF1LL MA TERlAL 1 -SPEC DWG SECT 02223 REV APPROsID ,DATE i CARLSBAD MUNICIPAL WATER DISTRICT J--1---------'~ TYP!CAL TRENCH SECTION ST,tiJ.JDARD-:JWG, ND. TYPICAL TRENCH SECTION WITH DIMENSIONS AND COMPACTION ZONES TRENCH Z:.ONE I ?\PE ·ZONE 90% NOTES: tld~f~"L.'i'.:.a.?2-"" :er-· MAX. t>.LLOWASLE SLOPE OF EXCAVATION PER Ri::OU!REMENTS IRFNCH I\SDTH -ffij g~l/OSHA, ,, ·' ! 1r, MIN. I ~ PIPE D.D. 6•M11'.L ~ tn~M •c= 4/15" PJPE: !NVERT. l, (srnoi;mJ [.,;~z, 'ae!..oiik~ia.L~ 4~ MJN_ TO 9~ MAX. BENEATH PlP£ OR 1 · MIN. SENEAfH BELL. WrUCHE\iER lS GREATER. D/4 i -1. ?[RCENTAGES Se!0\/1,7,(£Qt:,t.L J.11NINIL1M Rtu\.TIVE· COMPACTION. I P.V.C. PIPE PIPE ZONE 2. MINIMUM Ot:PTH OF COYER· FROM iOP: Ol" ;,;;,E TO PINISH_ GRAD£ PiPE o:o. BELL FOR All SANtTARY SEWER INSTALLA"TIONS SHALL B£ 3 .FEET~ FOO. C0\1£R LESS TrlAf,!" :::·, SPE:OAL DESIG!i 'ANO AP?RC-V5l REQU!P,ED, 3. ·TRENCH ZONE 8ACKFILL SHALL BE' P£R -SFCTIQN "0222.3. NO ROCKS . LARCtR THAN 4-" tN_ A.NY OIMENSlON WILL SE 'ALLOWED !N .SACKALl.. ASPHAl.7 OR CONCRETE CHUNKS WlLL NOT SE AU.O'NE:0, f>.f~ ,~'"'- "':. ~+'J...~JaJl~ I J./4"' CRUSHED ROCK Ri:V. APPROVED DATE CITY OF CARLSBAD L~f~~~~(_~_,~P;-;:;IP~E~B~ED~D~IN~G~A~N~D~T~RE~N-;;:C:;--;-Hic~me,:,trngLi,~"rr'-· 2i.%CJB BACKFILL FOR SEWERS ~r~t~~•~;' S-5 UTILITY PIPE BEDDING DETAIL 7 NOT TO SCALE SD-2 / OFT10i'JA:_ RISER ___,, / r;NJC,<C:JT -~-//,.. ~-) V A"'PROXIM:,JF. '•NE;GHTS: 6" R!SER -25D LBS 8.:i.SE -.530 LBS 72'' X 12" 4 TOTAL 0 Oldcastle Precast' '-,-ee-",-,.,-e ,-,-01_1 :-_1-e:-~-c~--0-1'-,3---' SoY-:t-,~rn '::al'f~r-,ia •ohta..~~ ■ L,,<,~I~..,, ■ ::ec-is ■ San Dl~go •Sc.m,i Psda PMM' 80•~-62R-8000 F~c ~;;c.,g7.~;5c www.oldcastleprecast.com OLDCASTLE PRECAST CATCH BASIN NOT TO SCALE NOT USED ON THIS SHEET NOT TO SCALE ALHAMBRA FOUNDRY FRAME & -~ COVER A-124O OR EQUIVALENT 1'-E" G'IE"P:>L OU";SIC:F: =:l'.!HlSl:::,t6 ~·-~· X 2'-'-"' :,: ·v;,,PiES 1),1EP,'L .. 1:-;SI)[ :::11,1['...JSi'.)NS ·'--5" 1 1' f'" X 'lARIES 18"X18" CATCH BASIN STORM DRAIN Copyright© 2015 Oldcastle-?"'cagt Inc• TOP OF PAVEMENT OR GROUND SURFAC§E~~§;f~'?.'.E-~~==::::::::!=t 3 1/2" MAX STANDARD RUBBER PLUG-~J SIZE OF VERTICAL RUN TO BE 4"MIN 8"(lYP) 3000 PSI CONCRETE 4 (9 STANDARD RUBBER PLUG • a:, ~ UNDISTURBED EARTH ~-"----~-~ CONCRETE "SEWER" CAP BROOKS# 1 RDSC CONCRETE YARD BOX BROOKS# 1RD 4" PVC RAISED PLUG SPEARS # 45D-O4O 4" PVC SXFIP SPEARS# 435-040 , "'-1NVERT ELEVATION SEE PLAN 2 WAY CLEANOUT SAME MATERIAL STORM DRAIN/SEWER CLEANOUT 6 NOT TO SCALE APPROVED THIS IS THE APPROVED TE'ITA TIVE MAP/SITE PLA'! SOP 2018-0017/CDP 2018-0043 (DEV2018-0163) NOT USED ON THIS SHEET NOT TO SCALE C) /1 12" v MIRAFI FILTER FABRIC ~ VARIES "f-1 I I -' 3/4" GRAVEL ~ / I, / WI .ERPROOFING 12· -·-0 ;,. 4" DIA. PERFORATED PVC PIPE SCHEDULE 40 WITH FILTER SOCK, PERFORATIONS DOWN ALL RETAINING W FOOT ING 4" DIA. PERFORATED PLASTIC PIPE SURROUNDED BY 1 CF /FT OF APPROVED FILTER MATERIAL OR CRUSHED ROCK RETAINING WALL SUBDRAIN DETAIL NOT TO SCALE BLDG. FACE ----I 1. ALL FITTINGS BY: NATIONAL DIVERSIFIED SALES, INC. (OR EQUAL) 255D AZURITE CIRCLE NEWBURY PARK, CA. 91320 NDS DOWN SPOUT ADAPTER OR APPROVED EQUAL T-----~tt-7._ __ _,c:=--=--FINISH SURFACE ...._ ___ 3" SCH. 40 35 RISER (LENGTH VARIES) ~---3" SCH. 40 40 DRAIN PIPE ~-3" ABS 45" ELL-lYP. (2) PLACES OR USE ( 1 ) 90" SWEEP ELL 4• OR 6" P.V.C SCHEDULE 40 DRAIN PIPE (iYP.) 2 DOWNSPOUT DETAIL NOT TO SCALE C) Today's Ideas. Tomorrow's Reality. 4 !21 Westerly Place #172 Newpo:I 8"ach CA 92650 T 949-610-ll997 www.CDRwest.com * NO ... 65513 EXP:: ·9/30/19 I ~-~~ 11 CITY OF CARLSBAD I DEVELOPMENT PERMIT FOR: LEGOLAND -PROJECT 2020 DETAILS SOP/CDP SUBMITTAL ADDRESS: SHEETS C-09 FOR PROJECT NO _____ PER CONDITION NO. __ 1 LEGOLAND DRIVE CARLSBAD, CA 92008 1/11/2019 l'L--\:-S:\i\G DJVISJO>.; D,\TE E:\G!:'\EERJ:XG DIVIS!O:\ DATE AARON M ALBERTSON R.CE 65513 EXP_ 9/30/19 DATE 0 co 0:: 0 LL I-0 z z 0 I-0 :::i 0:: I-(J) z 0 0 0:: 0 LL I-0 z REMOVE EXISTING SHRUBS AND GROUNDCOVERS IN AREA SHOWN HATCHED. PRESERVE EXISTING TREES NOTED TO REMAIN (TYPICAL). REMOVE EXISTING TREES (SYMBOL TYPICAL) \ \ '. ,~ \ • I EXISTING LAGERTROEMIA INDICA TO REMAIN \ \ EXISTING FESTUCE RU BRA TO REMAIN -~ '( \ LIMIT OF GRADING LINE -~ \ • • <l 0 -L - L " ,. 0 .., .7., • ' t/ 'C ., . "' "' EXISTING LANDSCAPE & DEMOLITION PLAN I -- " L . 0 ., Q 4, <l ' -0 - \ {> \ \ ·.·~ \\\ \\\ \ ' -/2 .c.,. . .(. . . . ,,,---EXISTING LIQUIDAMBAR STYRACIFLUA TO REMAIN EXISTING PLANTING TO REMAIN (DIETES VEGETA 'VARIEGATA') ' ,,--4 ' - A _ _, • " ., ~-:¢: <IL ·o ;\,_, ' ,1 .• / ~-EXISTING ACACIA STENOPHYLLA TO REMAIN ~-EXISTING PLANTING TO REMAIN (BOUGAINVILLEA, HIBISCUS ROSA-SINENSIS, ANIGOZANTHOS, DYMONDIA) EXISTING PLANTING TO~ REMAIN ,,---EXISTING PLANTING TO REMAIN (ICEBERG ROSES, FESTUCA RUBRA, DICONDRA 'SILVER FALLS') 0 ....._ __ EXISTING SCH I NUS MOLLE TO REMAIN EXISTING PLANTING TO REMAIN (HIBISCUS ROSA-SINENSIS, PHILODENDRON SELLOUM, CHLOROPHYTUM COMOSUM, DIETES VEGETA, ALSOPHILAAUSTRALIS TIBOUCHINA URVILLEANA) -,._;?J[._------r--EXISTING BAM BUSA OLDHAM II TO REMAIN OR BE REMOVED PENDING CONSTRUCTION OF NEW THEMED PERIMETER WALL (TBD). .,,--EXISTING FICUS MICROCARPA TO REMAIN ,,,----EXISTING SC HI NUS MOLLE TO REMAIN 20 0 20 GRAPHIC SCALE SCALE: 1" = 20' 40 SOP 2018-0017/CDP 2018-0043 (DEV2018-0163) W\13-ROI (architecture) ROI SOLUTIONS. 110 South Kentucky Avenue Lakeland, Florida 33801 863.687.3573 wmb-roi.com Corp. Lie. No. AAC001165 CONSULTANTS: r-w-Apel landscape architects inc 571-B Hygeia Avenue Leucadia, CA 92024 (760) 943-0760 rwapel2@cox.net CA license #2825 SEAL: PROJECT NAME: PROJECT 2020 1 LEGOLAND DR., CARLSBAD, CA 92008 ISSUED DATES: MARK DATE DESCRIPTION DR BY, R. APEL QAL, CHKD.BY: QAM: DATE: 1/11/2019 SCALE: AS NOTED PROJ.NO., DWGTITLE: EXISTING LANDSCAPE & DEMOLITION PLAN DWG.No.: L-1 \ ; ' MECHANICAL EQUIPMENT PAD NEW FENCE (CHAIN LINK, WOOD OR MASONRY) WITH GATE NEW THEMED PERIMETER WALL (REFER TO ARCHITECTURAL DWGS) EXISTING LAGERTROEMIA INDICA TO REMAIN NEWTHEMED PERIMTER WALL (REFER TO ARCHITECTURAL DWGS) FIVE (5) FOOT WIDE GRAVEL PATH FOR FIRE & MAINTENANCE ACCESS (NO GUEST USE) CONCRETE DRAINAGE SWALE (PER CIVIL) ~----.EXISTING FESTUCE RUBRA TO REMAIN LIMIT OF GRADING LINE NEW RIDE BUILDING ' 1 \ EXISTING FOOD &BEVERAGE f ASPHALT PAVEMENT WITH PAINTED STRIPING FOR -..--?--= "CITY STREET" THEME EXISTING THEATER '.'_'I(,_".·, --. ' CONCEPTUAL LANDSCAPE PLAN EXISTING FESTUCE RUBRA TO REMAIN --' ; QUEUE '"':-+ --< EXISTING RETAIL \ ,; ~\ <) /4 ~--EXISTING LIQUIDAMBAR STYRACIFUOUS TO REMAIN "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." \.,,, -· ' ' ' EXISTING EXISTING PLANTING TO REMAIN (DIETES VEGETA 'VARIEGATA') RICHARD W. APEL REGISTERED CALIFORNIA LANDSCAPE ARCHITECT No. 2825 --EXISTING PLANTING TO REMAIN (ICEBERG ROSES, FESTUCA RUBRA, DICONDRA 'SILVER FALLS') ,! ' / ) c"·· e✓v~~~-··. EXISTING CAROUSEL EXISTING PLANTING TO REMAIN p.;_:;,,?nc~ -'='=-=:c:-.c:, ,( ~ / \, r./ ~,.., j .J ~, r, i\, ~ >~'\. 'J J' '<, .,_,/ ,t ''c < 1;t==! I.> \ < + ---EXISTING SCHINUS MOLLE TO REMAIN 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. EXISTING SLOPE LANDSCAPING SHALL BE REFURBISHED. REPLACING ANY DEAD/MISS! NG PLANTS AS APPROPRIATE TO MEET CITY OF CARLSBAD LANDSCAPE MANUAL REQUIREMENTS. 3. ALL UTILITIES ARE TO BE SCREENED. EXISTING SHRUBS TO BE REMOVED PENDING CONSTRUCTION OF NEW THEMED WALL. HIBISCUS ROSA-SINENSIS, PHILODENDRON SELLOUM, CHLOROPHYTUM COMOSUM, DIETES VEGETA, ALSOPHILAAUSTRALIS TIBOUCHINA URVILLEANA. BRICK BUILDING ATTRACTION /··• _-11:~;---=~=~=~~,:~: ______ _ FIVE (5) FOOT WIDE GRAVEL PATH FOR FIRE & MAINTENANCE ACCESS (NO GUEST USE) J ·.-, -_ L._ ) i >f.: ~~=-... ·" __ ;<_' ________ NEW THEMED PERIMETER WALL (REFER TO i :. •i..i , ARCHITECTURAL DWGS) I 1,/ ' 1,--:---r··, ) '.f·•···.·'·•.·.·~--== < , r ... , .. / ; ! > II { .. '---------EXISTING BAMBUSA OLD HAMIi TO BE f'----==,✓ ~~~~~~~;~~~~~RC~~c:.RUCTION OF NEW -' < . I ':{ :]~-;::::-_.,/f;-7 __ EXISTING PLANTING TO REMAIN (HIBISCUS -~= 1 ROSA-SINENSIS, PHILODENDRON SELLOUM, CHLOROPHYTUM COMOSUM) ~--EXISTING FICUS MICROCARPA TO REMAIN ~-EXISTING SCHINUS MOLLE TO REMAIN ~-EXISTING ACACIA STENOPHYLLA TO REMAIN '---EXISTING PLANTING TO REMAIN (BOUGAINVILLEA, HIBISCUS ROSA-SINENSIS, ANIGOZANTHOS, DYMONDIA) EXISTING PLANTING TO~ REMAIN SEE SHEET L-3 FOR PLANT LEGEND & NOTES 20 0 20 40 GRAPHIC SCALE SCALE: 1" = 20' SOP 2018-0017/CDP 2018-0043 (DEV2018-0163) v\l\13-ROI (architecture) ROI SOLUTIONS. 110South Kentucky Avenue Lakeland, Florida 33801 863.687.3573 wmb-roi.com Corp. Lie. No. MC001165 CONSULTANTS: SEAL: r-wApel landscape architects inc 571-B Hygeia Avenue Leucadia, CA 92024 (760) 943-0760 rwapel2@cox.net CA license #2825 DATE: PROJECT NAME: PROJECT 2020 1 LEGOLAND DR., CARLSBAD, CA 92008 ISSUED DATES: MARK DATE DESCRIPTION DR. BY: R.APEL QAL: CHKD.BY: QAM: DATE: 1/11/2019 SCALE: AS NOTED PROJ.NO.: DWGTITLE: CONCEPTUAL LANDSCAPE PLAN DWG.No.: L-2 CONCEPTUAL PLANT LIST SYMBOL BOTANICAL NAME COMMON NAME SIZE 0 0 0 EXISTING TREES TO REMAIN: ...... , ....................... , ............. , .......... , .......... ,.,, .. ,,,,.,, .. ,,.,, . SHOESTRING ACACIA ., ' ., '"'' '" CRAPE MYRTLE SWEET GUM ACACIA STENOPHYLLA LAGERSTROEMIA IND/CA 'NATCHEZ' L/QLJIDAMBAR STYRACIFLUA AFROCARPLJSGRACif__i6k"""""""""""""" ........................................... ., .................. , ... . scl-i1Nlis MOLLE FICUS_ M/CfiOCAF~F'A _____ _ LARGE EVERGREEN CANOPY TREES: FERN PINE PERUVIAN PEPPER INDIAN LAUREL FIG MARINA STRAWBERRY TREE CAMPHOR TREE ALL ARE MATURE 24' BOX ARBUTUS 'MARINA' (STANDARD) CINNAMOMUM CAMPHORA FICUS MICROCARPA INDIAN LAUREL"'"' ----------------------------------------------------------------------------- -----. ---... -------.. -------------- PALMS: /-/()WEA FORSTER/ANA _(MUL Tl)_ LIVISTONA_ CH/NENSIS, LDECIPIENS TRACHYCARPUS FORTUNE/ ----., ______ -- LARGE SHRUBS(< 6' HIGH): KENTIA PALM CHINESE FOUNTAIN PALM --. --- CHINESE WINDMILL PALM ----_____ ,, _____ , - HIBISCUS RQ_SA S/NENS/S (HYBRIDS) _ PODOCARPUS ELONGATUS '/GEE BLUE' PITTOPSPORUM TOB/RA VARIETIES ------· CALL/ANDRA HAEMATOCEPHALA PODOCARPUS HENKEL// PHILODENDRON SELLOUM TECOMA STANS ·-___ ,, ______ ""'"'"'-···--···· --- XYLOSMA CONGESTUM MEDIUM SHRUBS (3' -6' HIGH): CHINESE HIBIS-CUS HYBRIDS !GEE BLUE YELLOW-WOOD TOBIRA PINK POWDER PUFF LONG LEAFED YELLOW WOOD TREE PHILODENDRON -YELLOW BELLS SHINY XYLOSMA 24' BOX 5 GAL-15 GAL 5GAL-15GAL 5GAL-15GAL ----------. 5 GAL-15 GAL 5 GAL-15 GAL 5 GAL-15 GAL 5 GAL-15 GAL 5 GAL-15 GAL PLANTS LISTED ARE OPTIONS, NOT ALL SPECIES WILL BE USED. SPACING 4'+ 4'+ 5'+ 8'+ 5'+ 5'+ 8'+ 5'+ PRELIMINARY WATER QUANTITY (B) NEED (A) L M M M VL M 3 L M M 2 M M M 39 M ---------------------- M M M M M L L 130 ....... . . --· ···--···-·--··--·-· Gr-J2B ~ BREYNIA DISTICHA 'ROSEO-PICTA' CALLISTEMON 'LITTLE JOHN' CARISSA MACROCARPA COPROSMA REP ENS & HYBRIDS -----""'"'"'"'" FATSIA JAPONICA HIBISCUS ROSA SINENSIS (HYBRIDS) LiGiJSTRUMJAPONICUM LOROPETALUM CHINENSJS VARIETIES MURRAYA PANICULATA NAN DINA DOMESTJCA PHILODENDRON 'XANADU' PITTOSPORUM TENUIF. 'GOLF BALL' ---------_,_ ------"' '""'''' ......... ,, . RHAPHIOLEPIS INDICA VARIETIES ACCENT PLANTS: CORDYLINE HYBRIDS --., --" CYCAS REVOLUTA PHORMIUM HYBRIDS ==~="'""'""'"'""'""'""""" RHAPIS EXCELSA HAWAIIAN SNOW BUSH LITTLE JOHN BOTTLEBRUSH NATAL PLUM MIRROR PLANT --. """"""'"'""""'""'--" _,,, .... JAPANESE ARALIA HIBISCUS JAPANESE PRlVET CHINESE FRINGE FLOWER ORANGE JESSAMINE HEAVENLY BAMBOO PHILODENDRON 'XANADU' KOHUHU INDIAN HAWTHORN CORDYLINE HYBRIDS SAGO PALM NEW ZEALAND FLAX .. '""" ""'"'"'""" ... , .......... --. ---....... - LADY PALM 1 GAL & 5 GAL 1 GAL&5GAL fGAL&5 GAL 1 GAL &5 GAL 1 GAL &5 GAL 1 GAL&5GAL 1 GAL &5 GAL 1 GAL&5GAL 1 GAL & 5 GAL 1 GAL&5GAL 1 GAL&5GAL 1 GAL&5GAL 1GAL&5GAL 5 GAL & 15 GAL -5GAL&15GAL 5 GAL & 15 GAL 5 GAL & 15GAL LOW SHRUBS, PERENNIALS & WOODY GROUNDCOVERS: AGAPANTHUS AFRICAN US VARIETIES ------------------------------------------- ASPARAGUS DENSIFLORUS 'MYERS' . -----------------------"-·--------CLIVIA MINIATA CARISSA MACRbCARPA 'GRE.EN CARPET' LILY OF THE NILE ASPARAGUS FERN 'MYERS' -----""-·· -----·------------------- CLIVIA NATAL PLUM SPIDER PLANT 1 GAL & 5 GAL 1 GAL&5GAL -1 GAL&5GAL - 1 GAL&5GAL 6" POTS CHLOR6PHYTiJM-COMOSiJM CUPHEA HYSSOPIFOLIA DIETESVEGETA, D. BICOLOR TRACHELOSPERMUM JASMINOIDES ____ ,, __ _,_ -----. ------- ORNAMENTAL GRASSES: CAREXDIVULSA (C TUMUUCOLA) CAREX PANSA GROUNDCOVERS: DICHONDRA 'SILVER FALLS' -····------------- DYMONDIA MARGARETAE ------------------------- FALKIA REPENS PHYLl\(UPPIA) NODIFLORA FESTUCA RU BRA FALSE HEATHER FORTNIGHT LILY STAR JASMINE 1 GAL&5GAL 1 GAL &5 GAL 1 GAL &5 GAL FOOTHILL SEDGE LINERS & i GAL CALIFORNIA MEADOW SEDGE ---PLUGS, FLATS ------------------------------------- §ILVE:R FALLSCJICH_()N_DF<A _ _ _ FLATS,PLLJC,S, 4" POTS SILVER CARPET FLATS LITTLE EARS FLA TS KURAPIA, CAPE WEED PLUGS/ SOD CREEPING RED FESCUE HYDROSEED 3'-5' 3'-5' 3'-5' 3'-5' 3'-5' 3'-5' 3'-5' 3'-5' 3'-5' 3'-5' 3'-5' 3'-5' 3'-5' 5'+ 6'+ 5'+ 4'+ 2'-3' O.C. 2'-3' O.C. 1'-2' O.C. 3'-5' O.C. 2'-3' O.C. 2'-3' O.C. 2'-3' o.c. 2'-3' O.C. 2'-3' O.C. 1'0.C. 12" O.C. -_, _______ -- 9"0.C. 12" O.C. 12"0_C-. -- 3 255 778 S.F. H L L M M M M M (M) L M M L M M M M M M L L L M L M L M ---------M L ______ (M) L 4,686 S.F. H ----------------------------------------------------------------------- NOTES: (A) WATER NEED PER WUCOLS IV, SOUTHERN COASTAL: VL=VERYLOW L=LOW M = MODERATE/MEDIUM H = HIGH (-)=NO VALUE GIVEN. ESTIMATED BY LANDSCAPE ARCHITECT (B) 50% OF SHRUBS SHALL BE 5 GALLON SIZE EXCEPT ON SLOPES 3:1 OR STEEPER. 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 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 BEAS 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 6:1 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. IRRIGATION SYSTEM: ALL PLANTING AREAS SHALL BE INSTALLED WITH A PERMANENT IRRIGATION SYSTEM. RECYCLED WATER IS PROPOSED TO BE USED FOR IRRIGATION OF PLANTING WITHIN THE PROJECT AREA. POTABLE WATER MAY BE USED FOR HEALTH AND SAFETY REASONS (PER COUNTY HEALTH DEPT REGULATIONS), SUCH AS IN THE VICINITY OF OUTDOOR DINING AREAS AND SWIMMING POOL AND WATER PLAY FEATURES. IRRIGATION SYSTEMS SHALL BE PERMANENT, BELOW GROUND SPRAY SPRINKLER SYSTEMS, LOW VOLUME, AND/OR DRIP OR DRIP LINE SYSTEMS. THE SYSTEM SHALL BE FULLY AUTOMATIC AND INTEGRATED INTO THE EXISTING LEGOLAND IRRIGATION CENTRAL CONTROL SYSTEM THE EXISTING SYSTEM INCORPORATES AN ON-SITE WEATHER STATION WHICH PROVIDES REAL TIME WEATHER AND PRECIPITATION DATA TO THE CENTRAL CONTROL COMPUTER DESIGN AND OPERATION OF THE IRRIGATION SYSTEM SHALL COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING REGULATORY AGENCIES: (1) CITY OF CARLSBAD LANDSCAPE MANUAL, LATEST EDITION. (2) CARLSBAD MUNICIPAL WATER DISTRICT. (3) SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH (RECYCLED WATER PROGRAM). SOIL MANAGEMENT REPORT, TESTS AND AMENDMENTS: A SOIL MANAGEMENT REPORT SHALL BE COMPLETED BY THE PROJECT APPLICANT, OR HIS/HER DESIGN EE SUBMIT DOCUMENTATION VERIFYING IMPLEMENTATION OF SOIL ANALYSIS REPORT RECOMMENDATIONS TO THE LOCAL AGENCY WITH CERTIFICATE OF COMPLETION. HORTICULTURAL SOILS TESTS SHALL BE PREFORMED FOR REPRESENTATIVE SOIL TYPES AND PLANTING AREAS WITHIN THE PROJECT AREA AND SUBMITTED TO THE LANDSCAPE ARCHITECT AND LOCAL AGENCY. PLANTING AREAS SHALL BE AMENDED ACCORDING TO THE RECOMMENDATIONS OF THE SOILS ANALYSIS REPORT. COMPOST AT A RATE OF A MINIMU OF FOUR CUBIC YARDS PER 1,000 S.F. 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. 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: INSTALL ROOT BARRIERS AT ALL TREES LOCATED WIITHIN FIVE (5) FEET OF PAVEMENT, PLASTIC PANEL TYPE, MIN. 18 INCHES DEEP. SDP 2018-0017/CDP 2018-0043 (DEV2018-0163) v\lVB-ROI (architecture) ROI SOLUTIONS. 110 South Kentucky Avenue Lakeland, Florida 33801 863.687.3573 wmb-roi.com Corp. Lie. No.AAC001165 CONSULTANTS: SEAL: r-wApel landsc.ape architects inc 571-B Hygeia Avenue Leucadia, CA 92024 (760) 943-0760 rwapel2@cox.net CA license #2825 PROJECT NAME: PROJECT 2020 1 LEGOLAND DR, CARLSBAD, CA 92008 ISSUED DATES: MARK DATE DESCRIPTION DR. BY: R.APEL QAL: CHKD.BY: QAM: DATE: 1/11/2019 SCALE: AS NOTED PROLNO.: DWGTITLE: CONCEPTUAL PLANT LIST & LANDSCAPE NOTES DWGNo.: L-3 ---·---- /;ii I ,\ \ ,,, ' . I \ / I . / // \ \ \ \ \ \ \ ' \ \ \ \ 1 \ \ \ -\ '. \ ' \ \ ' \ ' ' ./ \. ~-;., '._ 1So,. \ '"'- I ... \ 5,560 SF DINING PATIO I :'-''f. / CONCEPTUAL WATER CONSERVATION PLAN ,---· EXISTING CAROUSEL 141 SF EXISTING BLDG I 135 SF I / 0 GRAPHIC SCALE SCALE: 1"= 20' 40 WATER CONSERVATION NOTES The project has been designed to incorporate the following water conservation measures: 1. Planning and Design: The landscape pion has been designed ta retain many of the existing mature trees on the site and incorporate new planting that is compatible with the established landscape plant palette. Potable water resources are conserved by using recycled water for irrigation. The proposed planting and irrigation system design will be in compliance with the City of Carlsbad's Landscape Manual and water efficient landscape ordinance. Plants with similar water requirements are grouped together thereby promoting efficient use of irrigation water. All proposed plants are in the moderate to low water use categories as listed in WUCOLS IV. Besides water needs, plants are grouped by similar sun and wind exposure, soil type, maintenance needs and aesthetic characteristics. High water using lawns are not proposed for this project. 2. Soil preparation: Soil tests will be performed throughout the site and soils amended according to the soil report recommendations. Organic compost will be incorporated into the soil to improve moisture holding capacity and improve soil texture and fertility. 3. Effective and efficient irrigation methods: The project will be irrigated with a permanent computer controlled irrigation system. Watering schedules ore automatically adjusted with data from an on-site weather station. The weather station sensors measure real-time environmental conditions such as precipitation, humidity and wind velocity and modify the irrigation schedules as needed to reduce water waste. Water efficient drip and low precipitation rate overhead sprinklers will be used. 4. Mulched planting beds: A minimum 3 inch deep layer of organic mulch will be applied to landscape planting areas to promote retention of soil moisture. 5. Professional landscape maintenance and management: The project will be maintained by trained in-house horticultural staff and/or carefully supervised outside partners. The existing landscape maintenance staff at LEGOLAND have long-term experience with the specific conditions and challenges of site and have 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, further reducing water waste. 6. Storm Water Management: For purposes of low impact design objectives and storm water management, all impermeable paved surfaces drain to landscape and/or are conveyed by underground drainage system to the existing on-site storm water biorelention basin located along the southerly boundary of the LEGOLAND site. SYMBOL LEGEND DESCRIPTION AREA OF NEW RECYCLED WATER USE. W.E.L.O. HYDROZONE "SLA" (SPECIAL LANDSCAPE AREA), AREA OF EXISTING RECYCLED WATER USE. W.E.L.O. HYDROZONE "SLA" (SPECIAL LANDSCAPE AREA), IRRIGATION METHOD DESIGNATIONS: DRIP LINE ROTARY NOZZLE (LOW VOLUME) NOTES: AREA (S.F) PERCENTAGE 9,074 S.F. 100% RECYCLED WATER IS PROPOSED FOR ALL LANDSCAPE IRRIGATION IN THIS PROJECT AREA OVERHEAD IRRIGATION SHALL NOT BE PERMITTED WITHIN 24" 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)) AREAS LESS THAN TEN (10) FEET IN \/VIDTH IN ANY DIRECTION SHALL BE IRRIGATED \/VITH SUBSURFACE IRRIGATION OR OTHER MEANS THAT PRODUCES NO RUNOFF OR OVERSPRAY (MWELO 492.7(T)). SDP 2018-0017/CDP 2018-0043 (DEV2018-0163) v\l\13-ROI (architecture) ROI SOLUTIONS. 110South Kentucky Avenue Lakeland, Florida 33801 863.687.3573 wmb-roi.com Corp. Lie. No. AAC001165 CONSULTANTS: r-wApel landscape architects inc 571-B Hygeia Avenue Leucadia, CA 92024 (760) 943-0760 rwapel2@cox.net CA license #2825 SEAL: DATE: PROJECT NAME: PROJECT 2020 1 LEGOLAND DR., CARLSBAD, CA 92008 ISSUED DATES: MARK DATE DESCRIPTION DR. BY: R. APEL QAL: CHKD.BY: QAM: DATE: 1/11/2019 SCALE: AS NOTED PROJ. NO.: DWGTITLE: CONCEPTUAL WATER CONSERVATION PLAN DWG.No.: L-4 \ ~ \ \ \ \ \ ) / ; ' 'I { \\ ~]-•·· ... / 0, ' . . '. '"--.. I I \ ,.'' / ,·· / ! / / _.,/ __,,./ / CONCEPTUAL LANDSCAPE MAINTENANCE RESPONSIBILITY PLAN ~ --~), 20 0 20 GRAPHIC SCALE SCALE: 1" = 20' 40 ' \ \ I ; \ SYMBOL y LEGEND DESCRIPTION AREA(S.F) PERCENTAGE PRIVATE MAINTENANCE AREA 9,153 S.F. 100% SDP 2018-0017/CDP 2018-0043 (DEV2018-0163) W\13-ROI (architecture) ROI SOLUTIONS. 110South Kentucky Avenue Lakeland. Florida 33801 863.687.3573 wmb-roi.com Corp. Lie. No. AAC001165 CONSULTANTS: SEAL r-wApel landscape architects inc 571-B Hygeia Avenue Leucadia, CA 92024 (760) 943-0760 rwapel2@cox.net CA license #2825 DATE: PROJECT NAME: PROJECT 2020 1 LEGOLAND DR., CARLSBAD, CA 92008 ISSUED DATES: MARK DATE DESCRIPTION DR. BY: R. APEL QAL: CHKD. BY: QAM: DATE: 1/11/2019 SCALE: AS NOTED PROJ. NO.: DWGTITLE: CONCEPTUAL LANDSCAPE MAINTENANCE RESPONSI Bl LITY PLAN DWG.No.: L-5 a· 0 0 0 § I ~ Q 1 G F E D C B A 1 Q)---- ®---- ®--- ©----- ©----- ®---- ' ·. ~·· ::;. ·- .•. ', ,., .. ., 2 .• '· . ---- "T I I --- ,, 2 3 5 6 3 4 0 □ 0 -14 () 0 .. ;-. : '· ~-,•.':-\':, 5 & A-201 FLOOR PLAN -PROJECTOR SCREEN PIT 1,a~ = 1·-0· 3 4 -- 10 5 - ___ J_ __ ~ ' I .. .. , ' _, 6 -----@ ------® ----® ---1--------------@ 10 5 6 7 7 8 9 WALL TYPE LEGEND ~ EXTERIOR WALL, ABOVE GRADE: • 12" CMU • FOAMED-IN INSULATION AT OPEN CELLS • 1-112" Z-FURRING CHANNELS • EXTERIOR FINISH: i" STUCCO • INTERIOR FINISH:~• GYPSUM BOARD 1-HOUR RATED INTERIOR WALL: • 3-518" METAL STUDS@ 16" O,C. • (2) LAYERS i" TYPE-X GYPSUM WALLBOARD • 3-112" ACOUSTIC BATT INSULATION WITHIN WALL CAVITY AT LOCATIONS SHOWN ON PLAN. • INTERIOR FINISH: (SEE ROOM FINISH SCHEDULE) EXTERIOR WALL, BELOW GRADE: • C.LP. CONCRETE -REFER TO STRUCTURAL DRAWINGS • EXTERIOR FINISH: i" STUCCO • INTERIOR FINISH: (SEE ROOM FINISH SCHEDULE) EXTERIOR SCREEN WALL (HEIGHT VARIES) • 8"CMU • EXTERIOR FINISH: i" STUCCO EACH SIDE NON-RATED INTERIOR WALL: • (2) LAYERS 3-518" METAL STUDS@ 16" O.C. • 1" AIR GAP BETWEEN STUD LAYERS • (1) LAYERi" IMPACT-RESISTANT FIBERGLASS-FACED GYPSUM WALLBOARD EACH SIDE • (2) LAYERS 3-112" ACOUSTIC BATT INSULATION WITHIN WALL CAVITY • INTERIOR FINISH: (SEE ROOM FINISH SCHEDULE) NON-RATED INTERIOR WALL: • 3-518" METAL STUDS@ 16" O.C. • (1) LAYER~• IMPACT-RESISTANT FIBERGLASS-FACED GYPSUM WALLBOARD EACH SIDE • 3-112" ACOUSTIC BATT INSULATION WITHIN WALL CAVITY AT LOCATIONS SHOWN ON PLAN. • INTERIOR FINISH: (SEE ROOM FINISH SCHEDULE) 1-HOUR RATED STAIRWELL WALL, BASED ON UL DESIGN U465 • 6" METAL STUDS@ 16" O.C, • (1) LAYERi" IMPACT-RESISTANT FIBERGLASS-FACED GYPSUM WALLBOARD EACH SIDE • 3-112" ACOUSTIC BATT INSULATION WITHIN WALL CAVITY AT LOCATIONS SHOWN ON PLAN. • INTERIOR FINISH: (SEE ROOM FINISH SCHEDULE) 1-HOUR RATED CHASE SHAFTWALL, BASED ON UL DESIGN U415, SYSTEM B: • 2-112" J-SHAPED RUNNER • 2-112" C-H METAL STUDS@24" O.C, • (1) LAYER 1" GYPSUM LINER PANEL ON SHAFT WALL SIDE • (1) LAYERi"TYPE-X GYPSUM WALLBOARD • INTERIOR FINISH: (SEE ROOM FINISH SCHEDULE) 8 9 10 GENERAL SHEET NOTES UNLESS OTHERWISE NOTED, ALL DIMENSIONS SHOWN ARE TO FACE OF FRAMING OR MASONRY. SHEET NOTES 0 1. ALUMINUM QUEUE RAILING, SEE DETAIL 1/A-508 2. MECHANICAL CHASE 3. ALUMINUM GUARDRAILING, REFER TO DETAIL 5/A-508. 4. PRE-ENGINEERED METAL PAN STAIRS, POURED CONG. TREADS WI RUBBER TREAD COVERS. 5. NOTUSED 6. MILLWORK CUBBY STORAGE (FOR GUEST BELONGINGS), SEE DETAIL 3/A-507 7. 10-SEAT RIDE GONDOLA, BY RIDE MANUFACTURER 8. 12-SEAT RIDE GONDOLA, BY RIDE MANUFACTURER 9. PROJECTOR SCREEN, BY RIDE MANUFACTURER 10.RIDE OPERATOR STATION WI WALL-MOUNTED CONTROLS, ALUMINUM GUARDRAILING, AND MAGLOCK SWING GATE. 11. CANOPY ABOVE 12. ACCESS LADDER TO BASEMENT (SEE DETAILS 5-6/A-509) 13.FIRE RISER AND TEST DRAIN AT STAIR LANDING. FIRE RISER AND TEST DRAIN SHALL NOT HAVE PROTRUSIONS INTO THE REQUIRED STAIR EGRESS WIDTH. SEE FIRE PROTECTION DRAWINGS FOR ADDITIONAL INFO. 14.REFER TO STRUCTURAL DRAWINGS FOR MORE INFORMATION. 0 4' 8' 16' SCALE: 1 /8" = 1 '-0" 10 G F E ~D 0 N l-o w -.,_ 0 0::: a.. C") ~c 0 I co ..... 0 N SOP 2018-0017/CDP 2018-0043 (DEV2018-0163) WVB-ROI (architecture) ROI SOLUTIONS. 110 South Kentucky Avenue Lakeland, Florida 33801 863.687 .3573 wmb-roi.com Corp. Lie. No. AAC001165 CONSULTANTS: NOT FORBID NOTFOR CONSTRUCTION DATE: PROJECT NAME: PROJECT 2020 NEW RIDE BUILDING 1 LEGOLAND DR. CARLSBAD, CA 92008 a_ __________ _ 0 u -I'--..... 0 0 I co ..... 0 N a.. 0 (f) 0::: 0 LL $ B w /\ > w er: "O C: ISSUED DATES: MARK DATE DESCRIPTION DR.BY: NKS QAL: NP CHKD. BY: SJB QAM:sJB DATE: 01/11/19 SCALE: 1/8" = 1'-0" PROJ, NO.: 17-187.1 DWGTITLE: FLOOR PLAN PROJECTOR SCREEN PIT NEW RIDE BUILDING N ___________ _ DWG.No.: SD A-100 u a u 0 [ □ 0 0 m g 0 C ~ g_ ~ g 0 0 1 G F E D C B A 1 2 ®---- ©--- CD-------- 3 Gr---- ®---- -~ ©-----------,·., -- ~-- , ' ©------ 2 -,~ 3 j / ! I / / / . , / / ' , / I / r---------~c\ ·-·• ( ---- 1 1 ELEC. B107 I B108 I .-,-. ",/I'"'\/ ---"" 1: I . \ I \ > l / 0 ~.~?1~~ PLAN -LEVEL 1 3 5 I PROJ~CTOR SC~EEN 1soo11 17 6 4 PRE-SHOW (LEVEL 1) A103 r-... ' ("'· /',, ('\ ·,, _ _; -...,,' ,,_ __ / ,._,.,' 0 PROJECTOR ~C~EEIN AOD1 ' I cb & A-201 4 '-0 5 \ \ er \ 2 RIDE CONTROL -ll,;;,=~ -ROOM 6~ 5 -----; i 5 •cpg I , ' I': ;( ----~-------------------------------- 1~ 9 1 10 6 -----@ ----® t-® I ~OADING STAIR 1 s1021 ~OADING STAIR IA102 I I ---------@ 6 7 7 8 AREA TABULATION: BUILDING FOOTPRINT: 11,909 S.F. (1,106 m') INDOOR (AIR-CONDITIONED) FLOOR AREA: PROJECTOR SCREEN PIT 5,720 S.F. (531.4 m') LEVEL 1: 5,581 S.F. (518.5 m') LEVEL 2: 5,581 S.F. (518.5 m') LEVEL 3: 5,581 S.F. (518.5 m') TOTAL: 22,463 S.F. (2,086.8 m') OUTDOOR FLOOR AREA: QUEUE LINE TOTAL: 3,257 S.F. (302.6 m') WALL TYPE LEGEND EXTERIOR WALL, ABOVE GRADE: • 12" CMU • FOAMED-IN INSULATION AT OPEN CELLS • 1-1/2" Z-FURRING CHANNELS • EXTERIOR FINISH: i" STUCCO • INTERIOR FINISH:~" GYPSUM BOARD 1-HOUR RATED INTERIOR WALL: • 3-5/8" METAL STUDS@ 16" O.C. • (2) LAYERSi" TYPE-X GYPSUM WALLBOARD 9 • 3-1/2" ACOUSTIC BATT INSULATION WITHIN WALL CAVITY AT LOCATIONS SHOWN ON PLAN. • INTERIOR FINISH: (SEE ROOM FINISH SCHEDULE) EXTERIOR WALL, BELOW GRADE: • C.I.P. CONCRETE -REFER TO STRUCTURAL DRAWINGS • EXTERIOR FINISH: i" STUCCO • INTERIOR FINISH: (SEE ROOM FINISH SCHEDULE) EXTERIOR SCREEN WALL (HEIGHT VARIES) • 8"CMU • EXTERIOR FINISH: j" STUCCO EACH SIDE NON-RATED INTERIOR WALL: • (2) LAYERS 3-5/8" METAL STUDS@ 16" O.C. • 1" AIR GAP BETWEEN STUD LAYERS • (1) LAYER i" IMPACT-RESISTANT FIBERGLASS-FACED GYPSUM WALLBOARD EACH SIDE • (2) LAYERS 3-1/2" ACOUSTIC BATT INSULATION WITHIN WALL CAVITY • INTERIOR FINISH: (SEE ROOM FINISH SCHEDULE) NON-RATED INTERIOR WALL: • 3-5/8" METAL STUDS@ 16" O.C. • (1) LAYER i" IMPACT-RESISTANT FIBERGLASS-FACED GYPSUM WALLBOARD EACH SIDE • 3-1/2" ACOUSTIC BATT INSULATION WITHIN WALL CAVITY AT LOCATIONS SHOWN ON PLAN. • INTERIOR FINISH: (SEE ROOM FINISH SCHEDULE) 1-HOUR RATED STAIRWELL WALL, BASED ON UL DESIGN U465 • 6" METAL STUDS@ 16" O.C. • (1) LAYER i" IMPACT-RESISTANT FIBERGLASS-FACED GYPSUM WALLBOARD EACH SIDE • 3-1/2" ACOUSTIC BATT INSULATION WITHIN WALL CAVITY AT LOCATIONS SHOWN ON PLAN. • INTERIOR FINISH: (SEE ROOM FINISH SCHEDULE) 1-HOUR RATED CHASE SHAFTWALL, BASED ON UL DESIGN U415, SYSTEM B: • 2-1/2" J-SHAPED RUNNER • 2-1/2" C-H METAL STUDS @24" O.C. • (1) LAYER 1" GYPSUM LINER PANEL ON SHAFT WALL SIDE • (1) LAYER~" TYPE-X GYPSUM WALLBOARD • INTERIOR FINISH: (SEE ROOM FINISH SCHEDULE) EXTERIOR WALL, ABOVE GRADE: • 12" CMU • FOAMED-IN INSULATION AT OPEN CELLS • 1-112" Z-FURRING CHANNELS • EXTERIOR FINISH: PAINT (NO STUCCO) • INTERIOR FINISH:~" GYPSUM BOARD 8 1 0 GENERAL SHEET NOTES SDP 2018-0017/CDP 2018-0043 (DEV2018-0163) • UNLESS OTHERWISE NOTED, ALL DIMENSIONS SHOWN ARE TO FACE OF FRAMING OR MASONRY. W\13-ROI • STAIR NOSING TO HAVE HAZARDOUS YELLOW STRIPING SHEET NOTES 0 1. MILL FINISH ALUMINUM QUEUE RAILING, SEE DETAIL 1/A-508 2. MECHANICAL CHASE, SEE MECHANICAL DRAWINGS 3. MILL FINISH ALUMINUM GUARDRAILING, REFER TO DETAIL 5/A-508. 4. PRE-ENGINEERED METAL PAN STAIRS, POURED CONG. TREADS W/ RUBBER TREAD COVERS, SEE SPECIFICATION. 5. PAINT YELLOW HAZARD DASHED LINES DESIGNATING RIDE SAFETY ENVELOPE ON SLAB. 6. MILLWORK CUBBY STORAGE (FOR GUEST BELONGINGS). SEE DETAIL 3/A-507 7. 10-SEAT RIDE GONDOLA, BY RIDE MANUFACTURER. 8. 12-SEAT RIDE GONDOLA, BY RIDE MANUFACTURER. 9. PROJECTOR SCREEN, BY RIDE MANUFACTURER. 10. WALL MOUNTED, FLOOR CONFIRMATION AND E-BUTTON, PROVIDED BY RIDE MANUFACTURER TIE BACK FIRE ALARM SYSTEM. 11. CANOPY ABOVE 12.ACCESS LADDER TO PROJECTOR SCREEN PIT (SEE DETAILS 5-6/A-509) 13.ACCESS LADDER WITH HATCH ABOVE, (SEE A-509) 14. REFER TO STRUCTURAL DRAWINGS FOR MORE INFORMATION. 15.COLOR AND SHAPE ICON ON FLOOR, BY THEMING CONTRACTOR 16. PAINT YELLOW HAZARD DASHED LINES DESIGNATING AUTOMATIC DOOR OPENING, TEXT "PLEASE STAND CLEAR" 17. "EMERGENCY EXIT ONLY" SIGNAGE TO BE A TT ACHED TO DOOR. 18. "AUTHORIZED PERSONAL ONLY'' TO BE ATTACHED TO DOOR. 19. "RIDER RESTRICTION" SIGNAGE 20.DIRECTIONAL FLOOR ARROW DESIGNATING EXIT 21.DESIGNATED SPACE FOR WHEELCHAIR STORAGE 0 4' 8' SCALE: 1/8" = 1'-0" 1 0 16' G F (architecture) ROI SOLUTIONS. 110 South Kentucky Avenue Lakeland, Florida 33801 863.687.3573 wmb-roi.com Corp. Lie. No. MC001165 CONSULTANTS: E---------sEAL: STEVEN J. BOYINGTON, CA. License No. C 37040 ~D 0 N l-o w 7_ 0 0:: a.. ("f) ic 0 I 00 ~ 0 N a.. Cl 0 -I'-- ~ 0 0 ' 00 B ~ 0 N a.. Cl Cf) 0:: 0 u.. s WA > w 0:: "C C NOT FORBID NOTFOR CONSTRUCTION DATE: PROJECT NAME: PROJECT 2020 NEW RIDE BUILDING 1 LEGOLAND DR. CARLSBAD, CA 92008 ISSUED DATES: MARK DATE DR.BY: NKS CH KO. BY: SJB DATE: 01/11/19 SCALE:1/8" = 1'-0" PROJ. NO.: 17-187.1 DWGTITLE: FLOOR PLAN LEVEL 1 DESCR!PTION QAL:NP QAMSJB NEW RIDE BUILDING N __________ _ DWG.No.: SD A-101 ~ § 3 0 a Q i!: rn I ~ Q a 0 @ 1 G F E D C B 1 2 Q)------ ®--- ©------ 9 ®---- ~: I ©-----:------ ;~ ®---- ©---- ®---- ~-- 2 ---I r • I 3 ,-i--icl- 7~~ I \ 3 3 5 ------·-.. ----- 1 I PROJCTOR SCREEN T RE-SHO (LEVEL 2 I B2031 6 4 PRE-SH W (LEVEL !Z) A203 /'"', ---.. ~/ \.,./ :~~ ·:·;----e 7 5 ----\ ~--~ :···, \_j <,./ '----- ,-, / ,......., ,---,, ,.... t -~~IV -------- <.l I'··· "--· I_) -, . ----,-•, ----. ------------1----- 7 PROJ!i:CTOR ~CiE~N A 01 ! j ! & A-201 FLOOR PLAN -LEVEL 2 AND QUEUE LINE 1/8" = 1·-0· 3 4 5 I I I 9 \ - 6 ~ JOADING STAIR I B2021 ' -- \ \ 7 \ ~; \ > 'v@ \ \ \ \ \ \ -----' I \ \ \ I COVERED /QUEUE 11001 I I I I I I I I I I I / / 7 8 0 v WALL TYPE LEGEND EXTERIOR WALL, ABOVE GRADE: • 12" CMU • FOAMED-IN INSULATION AT OPEN CELLS • 1-1/2" Z-FURRING CHANNELS • EXTERIOR FINISH: i" STUCCO • INTERIOR FINISH: i" GYPSUM BOARD 1-HOUR RATED INTERIOR WALL: • 3-5/8" METAL STUDS@ 16" O.C. • (2) LAYERS i" TYPE-X GYPSUM WALLBOARD • 3-1/2" ACOUSTIC BATT INSULATION WITHIN WALL CAVITY AT LOCATIONS SHOWN ON PLAN. • INTERIOR FINISH: (SEE ROOM FINISH SCHEDULE) EXTERIOR WALL, BELOW GRADE: • C.1.P, CONCRETE -REFER TO STRUCTURAL DRAWINGS • EXTERIOR FINISH: i" STUCCO • INTERIOR FINISH: (SEE ROOM FINISH SCHEDULE) EXTERIOR SCREEN WALL (HEIGHT VARIES) • 8" CMU • EXTERIOR FINISH: i" STUCCO EACH SIDE NON-RATED INTERIOR WALL: • (2) LAYERS 3-5/8" METAL STUDS@ 16" O.C. • 1" AIR GAP BETWEEN STUD LAYERS • (1) LAYERi" IMPACT-RESISTANT FIBERGLASS-FACED GYPSUM WALLBOARD EACH SIDE • (2) LAYERS 3-1/2" ACOUSTIC BATT INSULATION WITHIN WALL CAVITY • INTERIOR FINISH: {SEE ROOM FINISH SCHEDULE) NON-RA TED INTERIOR WALL: • 3-5/8" METAL STUDS@ 16" O.C. • (1) LAYER!" IMPACT-RESISTANT FIBERGLASS-FACED GYPSUM WALLBOARD EACH SIDE • 3-1/2" ACOUSTIC BATT INSULATION WITHIN WALL CAVITY AT LOCATIONS SHOWN ON PLAN. • INTERIOR FINISH: (SEE ROOM FINISH SCHEDULE) 1-HOUR RATED STAIRWELL WALL, BASED ON UL DESIGN U465 • 6" METAL STUDS@ 16" O.C. • (1) LAYER!" IMPACT-RESISTANT FIBERGLASS-FACED GYPSUM WALLBOARD EACH SIDE • 3-1/2" ACOUSTIC BATT INSULATION WITHIN WALL CAVITY AT LOCATIONS SHOWN ON PLAN. • INTERIOR FINISH: {SEE ROOM FINISH SCHEDULE) 1-HOUR RATED CHASE SHAFTWALL, BASED ON UL DESIGN U415, SYSTEM B: • 2-1/2" J-SHAPED RUNNER • 2-1/2" C-H METAL STUDS@24" O.C. • (1) LAYER 1" GYPSUM LINER PANEL ON SHAFT WALL SIDE • (1) LA YER!" TYPE-X GYPSUM WALLBOARD • INTERIOR FINISH: {SEE ROOM FINISH SCHEDULE) EXTERIOR WALL, ABOVE GRADE: • 12" CMU • FOAMED-IN INSULATION AT OPEN CELLS • 1-1/2" Z-FURRING CHANNELS • EXTERIOR FINISH: PAINT {NO STUCCO) • INTERIOR FINISH: i" GYPSUM BOARD 8 9 1 -0 I , SDP 2018-0017/CDP 2018-0043 (DEV2018-0163) GENERAL SHEET NOTES • UNLESS OTHERWISE NOTED, ALL DIMENSIONS SHOWN ARE TO FACE OF FRAMING OR MASONRY. • STAIR NOSING TO HAVE HAZARDOUS YELLOW STRIPING SHEET NOTES 0 1. MILL FINISH ALUMINUM QUEUE RAILING, SEE DETAIL 1/A-508 2. MECHANICAL CHASE, SEE MECHANICAL DRAWINGS 3. MILL FINISH ALUMINUM GUARDRAILING, REFER TO DETAIL 5/A-508. 4. PRE-ENGINEERED METAL PAN STAIRS, POURED CONG. TREADS W/ RUBBER TREAD COVERS, SEE SPECIFICATION, 5. PAINT YELLOW HAZARD DASHED LINES DESIGNATING RIDE SAFETY ENVELOPE ON SLAB. 6. MILL WORK CUBBY STORAGE (FOR GUEST BELONGINGS}. SEE DETAIL 3/A-507 7. 10-SEAT RIDE GONDOLA, BY RIDE MANUFACTURER. 8. 12-SEA T RIDE GONDOLA, BY RIDE MANUFACTURER. 9. PROJECTOR SCREEN, BY RIDE MANUFACTURER. 10. WALL MOUNTED, FLOOR CONFIRMATION AND E-BUTTON, PROVIDED BY RIDE MANUFACTURER TIE BACK FIRE ALARM SYSTEM. 11 _ CANOPY ABOVE 12.ACCESS LADDER TO PROJECTOR SCREEN PIT (SEE DETAILS 5-6/A-509) 13.ACCESS LADDER WITH HATCH ABOVE, (SEE A-509) 14. REFER TO STRUCTURAL DRAWINGS FOR MORE INFORMATION. 15.COLOR AND SHAPE ICON ON FLOOR, BY THEMING CONTRACTOR 16. PAINT YELLOW HAZARD DASHED LINES DESIGNATING AUTOMATIC DOOR OPENING, TEXT "PLEASE STAND CLEAR" 17. "EMERGENCY EXIT ONLY" SIGNAGE TO BE ATTACHED TO DOOR. 18. "AUTHORIZED PERSONAL ONLY" TO BE ATTACHED TO DOOR. 19. "RIDER RESTRICTION" SIGNAGE 20.DIRECTIONAL FLOOR ARROW DESIGNATING EXIT 21.DESIGNATED SPACE FOR WHEELCHAIR STORAGE G F E ~o 0 N l-o w 7_ 0 0::: CL ('I') ~c 0 I 00 ~ 0 N WVB-ROI (architecture) ROI SOLUTIONS. 110 South Kentucky Avenue Lakeland, Florida 33801 863.687 .3573 wmb-roi.com Corp, Lie. No. MC001165 CONSULTANTS: NOT FORBID NOTFOR CONSTRUCTION DATE, PROJECT NAME, PROJECT 2020 NEW RIDE BUILDING 1 LEGOI.AND DR. CARLSBAD, CA 92008 Q.. __________ _ 0 4' 8' SCALE: 1/8" = 1 '-0" 1(! .u 16' 0 0 -I'-- ~ 0 0 I 00 ~ 0 N a.. 0 Cf) 0::: 0 LL B s: ~A > w 0::: "'C C: ISSUED DATES: MARK DATE DR. BY: NKS CHKD. BY: SJB DATE: 01/11/19 SCALE: 1/8" = 1'-0" PROJ. NO.: 17-187.1 DWGTITLE: SCHEMATIC FLOOR PLAN LEVEL 2 DESCRIPTION QAL: NP QAM:SJB NEW RIDE BUILDING N __________ _ DWG.No.: SD A-102 0 " 0 0 0 0 ~ ~ 0 2 3 ~ ,. 5' 0 C 0 ~ 3 s· s. 3 g. 0 G F E D C B A 1 2 3 4 5 6 7 8 ALIGNMENT -E-E HORZ. SCALE: 1 "=20' V ERT. SCALE: 1"=10' AAON Standard Condenser Fan Radiated Sound Levels Sound Pressure Level in a Hemispherical Free Field Dist (ft) ,s 2 165 160 155 150 145 140 135 130 125 37 8' 51 9' 18 7' EXISTING • GRADE----, j EXISTING C&G -~ A XISTING r .1. 56 p ..• 8. TC . \ PROPQlSED ERVICE (155•.47FS) ..---,--._ SITE ' I GAn ' EFNC.<4c; _____ -+---------< f--------1--t+---e>--++----t-, ---~ ---! --j -J1 ~ s-' -. ! 7 -'' -, -_ j f-------··-·-=',::::r::__-:-~4E~~::~~~::::::~ PROPOSED _J "' "-. ~I " ---l.._ ELEC, EQUIP, : "-., 5"THICK '\_ 155.50FS ~., . >----····-·--t-·----·--·--CONG. 155.25FG ' PRO_P_O_S-ED--------1 ELEC. PAD , LANDSCAPE ' -----·-----+--·------+------>-------+------+------~-----+-------I ! f-, -----+-------f-------+------+-------·--+------+-------------; ' i ' ' !--------+-------+-----~------+------+------+----------' ' ' I ' I I 0+25 0+50 o+ 75 1+00 1+25 1+150 I 1+75 I 2+00 0 EE-SCHEMATIC GRADING SECTION AS NOTED FL207 FRONT 46;) 4 165 160 155 150 145 140 135 130 125 L & . d'{.._"'V ?0 FR342 "<,..!'-- HIGH VOLTAGE02 LOWVOLTAGE0 i [§1 r----i ' I ' ! ! Inlet CF A2•7 Ton Outlet Total Inlet rr .-,•, '-· V ~ CFB09& 11 Ton Outlet Total Inlet CF B 13•15, CFC 16°20 Ton Outlet Tola! -·r · -1 -~ -Inlet CF D 26.31 & 40 Ton Outlet Total Inlet CF D 50.60 & 70 Ton Outlet Total 0SOUND LEVELS AS NOTED LEFT 94 BL 199 - BACK RIGHT BR 329 Al _, 0~~30~~ 2 SCHEMATIC DRAWINGS KEY MAP SCALE: 1"=50' EE -SCHEMATIC GRADING SECTION KEY PLAN AS NOTED •• ""-'' PRo4,:croR SCREEN L~~~J FL 198 63 FRONT FR569 HIGH VOL TAGE02 LOWVOLTAGE0 j LEFT BL 201 BACK ~-----91 -----~ BR577 RIGHT 0 • . 0 ;TU. LOCATION PLAN t=A;_J 0 ~~,:-0~ 3 SCHE MATIC DRAWINGS 1 2 3 4 5 6 Sound Power Level Sound Pressure Level Fans Dia RPM 63 125 250 500 1000 2000 4000 8000 LwA 63 125 250 500 1000 2000 4000 8000 dBA 92 86 as 82 78 75 72 71 8.1 71 65 63 61 57 54 51 50 63 1 30 1085 94 90 83 83 79 75 72 71 85 72 69 62 62 58 54 51 49 /;,l 96 91 87 86 82 78 75 74 88 75 70 66 65 60 57 54 53 66 88 82 80 78 74 71 68 67 80 66 61 59 57 53 49 47 46 59 2 30 1085 89 86 79 79 75 71 68 66 8! 58 65 58 58 54 ,a ~" 47 45 fr) 92 87 83 82 78 74 71 70 83 70 66 6·1 60 56 52 50 49 62 95 89 88 85 81 78 75 74 87 74 6S 66 84 60 57 5-1 53 65 2 30 1085 97 93 86 86 82 78 75 74 88 75 72 65 65 61 57 54 52 57 99 94 90 89 8 5 8'1 78 77 91 78 73 69 68 63 60 57 56 69 -... 98 92 91 88 84 8 1 78 77 90 77 71 69 67 63 60 57 56 69 4 30 1085 100 98 89 89 85 81 78 77 91 78 75 68 68 64 60 57 55 70 102 98 93 92 88 84 81 80 9.: 81 76 72 71 66 63 60 59 72 4 36 1085 89 87 885 84 83 8i 83 80 g.: Tested in Accorua,,c,:, w,u, AMCA 300 -Upd311"1 6-15-15 SECTION A-A SUCT ION 1~ REHEA T ill SUC TION 21~ BYPASS l BYPASS 2 LIQUID 1 LIQUID 2 SHOWN SE CTION A-A REH EATill SUC TI ON 1:;i SUCT IO N 21~ BYPASS 1 BYP ASS 2 LI QU I D 1 LI QU I D 2 Ll!c==1'e=ee~===""'====l[J _J )~~ 19~ 7 See L-2 Landscape Plan for latest layout. Tree not in this location. CU 1,2,3 & 4 locations here with 5" concrete pad, as per civil and landscape. 7 SCHEMATIC RENDERING OF SCREEN ING 1" = 30'-0" 8 9 1 0 9 10 G F E ~D 0 N l-o w 7 _ 0 0:: a.. C'0 ~c 0 I co ..- a N SDP 2018-0017/CDP 2018-0043 (D EV2018-0163) WVB-ROI (architecture) ROI SOLUT I ONS. 110 South Kentucky Avenue Lakeland, Florida 33801 863.687.3573 wmb·rol.com Corp. Lie. No. AAC001165 CONSULTANTS: NOT FORBID NOTFOR CONSTRUCTION DATE: PROJECT NAME: PROJECT 2020 NEW RIDE BUILDING 1 LEGOLAND DR. CARLSBAD. CA 92008 a_ ___________ _ 0 0 -r--,.. ..- a 0 I co ..-a N a.. 0 Cf) 0:: 0 LL B s WA > w 0:: "O C ISSUED DATES: MARK DATE DESCRIPTION DR.BY: NKS QAL: NP CHKD. BY: SJB QAM:SJB DATE: 01/11/19 SCALE: 1/8" = 1 '-0" PROJ. NO.: 17·187.1 DWGTITLE: SCHEMATIC SECTION OF STREET RELATION TO MECHANICAL NEW RIDE BUILDING N ___________ _ DWG.No.: SD A-102.1 " • C w • 0 G F E D C B A 1 2 0----- ®----- ®---- ®------ ©----- ®---- ©----- ®----- @------ 1 2 1 -I I I, @@ 'n' -(1 ii- I-MECH ROOM I -I l_!A~30'!,t;J===71 1 1 I 11 --- 3 ""'"'"'.. -. --· -··•·-···-· -·-···-·-·· 3 --~ _;:--~----_;c,-'_,,: ' ' 0 ~.:~~R PLAN -LEVEL 3 3 ---··-··--------- 5 A-201 w i ' ' . ----- 1 & A-201 4 6 1 PRE-S'70W , I I (LEVEL 3) I ; 1 s3031 ! PRE-SHOW i (LEVEL3) /0 ! A303 ! I CZ) 5 5 i 6 7 ® I I I \ \, ' ' -----® ,-- I i -7 I I L __ _J 2 @ 5 7 8 9 WALL TYPE LEGEND 0 EXTERIOR WALL, ABOVE GRADE: • 12" CMU • FOAMED-IN INSULATION AT OPEN CELLS • 1-1/2" Z-FURRING CHANNELS • EXTERIOR FINISH: ii" STUCCO • INTERIOR FINISH: Ji" GYPSUM BOARD 1-HOUR RATED INTERIOR WALL: • 3-518" METAL STUDS@ 16" 0.C. • (2) LAYERS ii" TYPE-X GYPSUM WALLBOARD • 3-112" ACOUSTIC BATT INSULATION WITHIN WALL CAVITY AT LOCATIONS SHOWN ON PLAN. • INTERIOR FINISH: (SEE ROOM FINISH SCHEDULE) EXTERIOR WALL, BELOW GRADE: • C.I.P. CONCRETE -REFER TO STRUCTURAL DRAWINGS • EXTERIOR FINISH: Ji" STUCCO • INTERIOR FINISH: (SEE ROOM FINISH SCHEDULE} EXTERIOR SCREEN WALL (HEIGHT VARIES} • 8" CMU • EXTERIOR FINISH: ii" STUCCO EACH SIDE NON-RATED INTERIOR WALL: • (2) LAYERS 3-518" METAL STUDS@ 16" 0.C. • 1" AIR GAP BETWEEN STUD LAYERS • (1) LAYERg" IMPACT-RESISTANT FIBERGLASS-FACED GYPSUM WALLBOARD EACH SIDE • (2) LAYERS 3-112" ACOUSTIC BATT INSULATION WITHIN WALL CAVITY • INTERIOR FINISH: (SEE ROOM FINISH SCHEDULE) NON-RATED INTERIOR WALL: • 3-518" METAL STUDS@ 16" O.C. • (1) LAYER ii" IMPACT-RESISTANT FIBERGLASS-FACED GYPSUM WALLBOARD EACH SIDE • 3-112" ACOUSTIC BATT INSULATION WITHIN WALL CAVITY AT LOCATIONS SHOWN ON PLAN. • INTERIOR FINISH: (SEE ROOM FINISH SCHEDULE) 1-HOUR RATED STAIRWELL WALL, BASED ON UL DESIGN U465 • 6" METAL STUDS@ 16" 0.C. • (1) LAYER Ji" IMPACT-RESISTANT FIBERGLASS-FACED GYPSUM WALLBOARD EACH SIDE • 3-1/2" ACOUSTIC BATT INSULATION WITHIN WALL CAVITY AT LOCATIONS SHOWN ON PLAN. • INTERIOR FINISH: (SEE ROOM FINISH SCHEDULE) 1-HOUR RATED CHASE SHAFTWALL, BASED ON UL DESIGN U415, SYSTEM B: • 2-1/2" J-SHAPED RUNNER • 2-112" C-H METAL STUDS @24" O.C. • (1) LAYER 1" GYPSUM LINER PANEL ON SHAFT WALL SIDE • (1) LAYER Ji" TYPE-X GYPSUM WALLBOARD • INTERIOR FINISH: (SEE ROOM FINISH SCHEDULE) EXTERIOR WALL, ABOVE GRADE: • 12" CMU • FOAMED-IN INSULATION AT OPEN CELLS • 1-112" Z-FURRING CHANNELS • EXTERIOR FINISH: PAINT (NO STUCCO) • INTERIOR FINISH: g" GYPSUM BOARD 8 0 J 10 GENERALSHEETNOTES UNLESS OTHERWISE NOTED, ALL DIMENSIONS SHOWN ARE TO FACE OF FRAMING OR MASONRY. STAIR NOSING TO HAVE HAZARDOUS YELLOW STRIPING SHEET NOTES 0 1. ALUMINUM QUEUE RAILING, SEE DETAIL 1/A-508 2. MECHANICAL CHASE 3. ALUMINUM GUARDRAILING, REFER TO DETAIL 5/A-508. 4. PRE-ENGINEERED METAL PAN STAIRS, POURED CONG. TREADS W/ RUBBER TREAD COVERS. 5. PAINT YELLOW HAZARD DASHED LINES DESIGNATING RIDE SAFETY ENVELOPE ON SLAB SIDE IN HOME POSITION. 6. MILL WORK CUBBY STORAGE (FOR GUEST BELONGINGS}. SEE DETAIL 3/A-507 7. 10-SEAT RIDE GONDOLA, BY RIDE MANUFACTURER. 8. 12-SEAT RIDE GONDOLA, BY RIDE MANUFACTURER. 9. PROJECTOR SCREEN, BY RIDE MANUFACTURER. 10.RIDE OPERATOR STATION WI WALL-MOUNTED CONTROLS, ALUMINUM GUARDRAILING, AND MAGLOCK SWING GATE. 11.CANOPY ABOVE 12.ACCESS LADDER TO BASEMENT (SEE DETAILS 5-6/A-509) 13. FIRE RISER AND TEST DRAIN AT STAIR LANDING. FIRE RISER AND TEST DRAIN SHALL NOT HAVE PROTRUSIONS INTO THE REQUIRED STAIR EGRESS WIDTH. SEE FIRE PROTECTION DRAWINGS FOR ADDITIONAL INFO. 14.REFER TO STRUCTURAL DRAWINGS FOR MORE INFORMATION. 15.COLOR AND SHAPE ICON ON FLOOR 16.PAINT YELLOW HAZARD DASHED LINES DESIGNATING AUTOMATIC DOOR OPENING, TEXT "PLEASE ST AND CLEAR" 17."EMERGENCY EXIT ONLY" SIGNAGE TO BE ATTACHED TO DOOR. 18. "AUTHORIZED PERSONAL ONLY" TO BE ATTACHED TO DOOR. 19. "RIDER RESTRICTION" SIGNAGE G F E ~D 0 N l-o w --.,~ 0 LY: 0.. C") ~c 0 ' 00 ~ 0 N SDP 2018-0017/CDP 2018-0043 (DEV2018-0163) W\13-ROI (architecture) ROI SOLUTIONS. 110 South Kentucky Avenue Lakeland, Florida 33801 863.687.3573 wmbaroi.com Corp. Lie. No.MC001165 CONSULT ANTS: NOT FORBID NOTFOR CONSTRUCTION DATE: PROJECT NAME, PROJECT 2020 NEW RIDE BUILDING 1 LEGOLAND DR. CARLSBAD, CA 92008 o_ ___________ _ 0 4' 8' 16' SCALE: 1/8" = 1'-0" 10 0 0 -I'- ~ 0 0 I 00 ~ 0 N a. 0 (/) LY: 0 u.. B ~ ~A, > w LY: "'O C ISSUED DATES: MARK DATE DR.BY: NKS CHKD. BY: SJB DATE, 01/11/19 SCALE: 118" = 1'-0" PROJ. NO.: 17-187.1 DWGTITLE: FLOOR PLAN LEVEL 3 DESCRIPTION QAL: NP QAM:SJB NEW RIDE BUILDING N ____________ _ DWG.No.: SD A-103 8 0 " 2 a g g 0 G F E D C B A 1 1 I 2 + 35'-0" ~O MANSARD ------------------ 7 ~+29'-11"[+182.~ --__ --__ ---_ -- B.O. DECK 3 -IAf;J;'j l~r«i @-:j;j lit¾,.'7) @l',ktlj ____ l·W-t-:#1 - 5 6 7 8 9 7 tEilll ·· jn2vl mH] Emil liml -1\7,:,j ---- ~~~~·-~~~~-08] ____________ -i-+-1'----+---------------+------------------t---------------i------t-_________________________ _ ~~~~~~CREE~IT---------L~L---~--------------~------------------~---------------~------------------------------- 2 3 0~::~.:.HEAST (FRONT) ELEVATION 12 8 + 35'-0" -------------------------T/OMANSARD~ + 29'-11" '+182.671 ----------------------L-=~ B.O. DECK --.... ____________ +1o~~~~~vt~ ~ ----___ 0'-0" [ELEV +152.I§l_A FIN. GRADE 12ND LEVEL 7V -21'-4" '131.421 --------------------L_ _________ .__ ____________________________ .__ _______ ~ ----------------PROJECTORSCRtEN PTT~ 0~,?.~.:.HWEST (SIDE) ELEVATION 4-5 6 7 8 a u 1 0 GENERAL SHEET NOTES • DOG THEATER -MASTER BUILDER ENTRY, MASTER BUILDER ENTRY SIGNAGE, EYE BROWS, QUE-LINE BRICK TABLE, WALL MOUNTED BRICK BINS, INTERIOR MONITOR SURROUNDS, EXTERIOR SCENIC VALUE NOSE, EYES AND TOUNGE, ENTRY QUE-LINE SCENIC, INTERIOR UV QUE-LINE SCENIC, G INTERIOR FRAMES GRAPHICS, INTERIOR - UV GRAPHICS AND INTERIOR GRAPHICS ALL BY THEMING CONTRACTOR. SHEET NOTES 0 1. CMU WITH PAINTED STUCCO FINISH (TYP.) 2. PAINTED CMU (NO STUCCO) 3. 1" RAISED STUCCO BAND ARCH. 4. FRAMED BUMP-OUT W/ STUCCO FINISH BY CONTRACTOR. SURFACE-APPLIED GRAPHICS SHALL BE BY THEMING CONTRACTOR. 5. MASTER BUILDERS ENTRY BY THEMING F CONTRACTOR 6. MASTER BUILDER ENTRY SIGNAGE BY THEMING CONTRACTOR 7. FACADEATTACHMENTw/STUCCO FINISH, SEE BUILDING SECTION. 8. SHEET METAL ROOFING AT MANSARD ROOF. 9. PRE-ENGINEERED CANOPY STRUCTURE. 10. EYE BROWS BY THEMING CONTRACTOR 11. QUEUE ENTRANCE 12. LOUVER, SEE MECHANICAL DRAWINGS E ~D 0 N l-o w -,_ 0 ll:'. a.. CV) ~c 0 I co ...- 0 N SOP 2018-0017/CDP 2018-0043 (DEV2018-0163) WVB-ROI (architecture) ROI SOLUTIONS. 110 South Kentucky Avenue Lakeland, Florida 33801 863.687 .3573 wmb-roi.com Corp. Lie. No. MC001165 CONSULTANTS: NOT FORBID NOTFOR CONSTRUCTION DATE: PROJECT NAME: PROJECT 2020 NEW RIDE BUILDING 1 LEGOLAND DR. CARLSBAD, CA 92008 a_ ___________ _ o 4' 8' 16' SCALE: 1/8" = 1'-0" 10 0 0 -I'-...- 0 0 I co ...- 0 N a.. 0 U) ll:'. 0 LL :s: B w ,6, > w ll:'. "O C ISSUED DATES: MARK DATE DESCRIPTION DR. BY: NKS QAL: SEG CHKD. BY: SJB QAM:SEG DATE: 01/11/19 SCALE: 1/8" = 1'-0" PROJ. NO.: 17-187.1 DWGTITLE: SCHEMATIC EXTERIOR ELEVATIONS NEW RIDE BUILDING N ____________ _ DWG.No.: SD A-201 0 C •-SC 0 C 0 0 -0 0 n 0 G F E D C B .A 1 2 3 4 5 6 7 8 9 + 35'-0" *10 MANSARD -------------------------- ~9'-1!'.[:<:182.6Z] _____________________ _ 8.0. DECK 5 ,---.l.'' + 22'-0" #.o. CANOPY ----------------------- 'i';~g-~tv~C'42L __________ _ ,-1,._Q':0_".JELEV. +152.7~ _________ _ 'VRN. GRADE I 2ND LEVEL ---------~--------__J ___________________ _ ----------------~---------L ___ _ 0 ~~~!.HEAST (SIDE) ELEVATION 7 ~~-ci~6R1a2 67L _______________________________________________________ r''T"'T:'1' + 10'-8" [1_663.42'1_ ~RD LEVEL --------------------------------- "'~·1i:·~~E~1:~~~]EVEL ------------------------------ ~1~·-~·Stc-OBL _ ------------------------------------------------------t-----t---------------+-----------------+---------------l------l----------- ~~~M:~6~~~REEN PIT--------------------------------------------------------~--------------'---------------------'---------------.,1__ ___ ____,_ ---------- 0 ~.~~!-HWEST (REAR) ELEVATION 1 2 3 4 5 6 7 8 9 -----------·-,i- 10 GENERALSHEETNOTES • DOG THEATER-MASTER BUILDER ENTRY, MASTER BUILDER ENTRY SIGNAGE, EYE BROWS, QUE-LINE BRICK TABLE, WALL MOUNTED BRICK BINS, INTERIOR MONITOR SURROUNDS, EXTERIOR SCENIC VALUE NOSE, EYES AND TOUNGE, ENTRY QUE-LINE SCENIC, INTERIOR UV QUE-LINE SCENIC, r, INTERIOR FRAMES GRAPHICS, INTERIQR\J UV GRAPHICS AND INTERIOR GRAPHICS ALL BY THEMING CONTRACTOR. SHEET NOTES 0 1. CMU WITH PAINTED STUCCO FINISH (TYP.) 2. PAINTED CMU (NO STUCCO) 3. 1" RAISED STUCCO BAND ARCH. 4. FRAMED BUMP-OUT WI STUCCO FINISH BY CONTRACTOR. SURFACE-APPLIED GRAPHICS SHALL BE BY THEMING CONTRACTOR. 5. EYE BROWS BY THEMING CONTRACTOR F 6. (NOT USED) 7. FACADE ATTACHMENT w/ STUCCO FINISH, SEE BUILDING SECTION. 8. SHEET METAL ROOFING AT MANSARD ROOF. 9. PRE-ENGINEERED CANOPY STRUCTURE. 10. (NOT USED) 11. QUEUE ENTRANCE 12. LOUVER, SEE MECHANICAL DRAWINGS E ~D 0 N l-o w -,_ 0 0::: 0.. .,.... 0 N SOP 2018-0017/CDP 2018-0043 (DEV2018-0163} (architecture) ROI SOLUTIONS. 110 South Kentucky Avenue Lakeland, Florida 33801 863.687 .3573 wmb-roi.com Corp. Lie. No. AAC001165 CONSULT ANTS: NOT FORBID NOTFOR CONSTRUCTION DATE: PROJECT NAME: PROJECT 2020 NEW RIDE BUILDING 1 LEGOLAND DR. CARLSBAD, CA 92008 D..~---------- 0 4' 8' SCALE: 1/8" = 1 '-0" 10 0 0 -r-... 0 0 I co .,.... 0 N 0.. 0 U) 0::: 0 u.. B s: ~A > w 16' 0::: "'O C ISSUED DATES: MARK DATE DESCRIPTION DR.BY: NKS QAL: SEG CHKD. BY: SJB QAM:SEG DATE: 01/11/19 SCALE: 118" = 1 '-0" PROJ. NO.: 17-187.1 DWGTITLE: EXTERIOR ELEVATIONS NEW RIDE BUILDING N ___________ _ DWG.No.: SD A-202 C " § C 0 0 C 0 "" 0 S. N 0 g 0 0 0 e G F D C A 1 1 . -, 2 3 4 5 6 7'-aj" 13'-11" 7'-8" • 6'-2" 11'-7" • ~ _, N 7 8 9 ______ --_____________________ + 26'-1~ ABV. FIN. FLR. + 16'-0" ---------:;--+ ABV. FIN. FLR. 4'-6" +1-X'-X" .____ ____________________ __J __ -------;';-{',- ABV. FIN. FLR. 11'-7" _____________________________________________________________________ _.._ _________ _,.:.. _______________ _, _______________________________________________________________________ +~Xe~ ... ABV. FIN. FLR. _____________________________________________________________________________________________________________________________________________________________________________________ ~ 10'-8" l1_63.421.-,_ 3RDLEVEL"'" . -----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------__Q'.-Q",,._ FINISH GRADE (SEE CIVf[;V . _________________________________________________________________________________________________________________________________________________________________________________________ -21 ·~ PROJECTOR SCREEN PIT ENLARGE ELEVATION FRONT FA ADE 3/16" = 1'..Q" 2 3 4 5 6 7 8 9 10 SHEET NOTES 0 1. STUCCO FINISH (TYP.) 2. FRAMED BUMP-OUT W/ STUCCO FINISH BY CONTRACTOR. SURFACE-APPLIED GRAPHICS SHALL BE BY THEMING CONTRACTOR. G F E ~D 0 N l-o w -:,_ 0 0:: a_ C") ~c 0 I 00 ...-- 0 N SDP 2018-0017/CDP 2018-0043 (DEV2018-0163) v\lVB-ROI (architecture) ROI SOLUTIONS. 110 South Kentucky Avenue Lakeland, Florida 33801 863.687.3573 wmb-roi.com Corp. Lie. No. AAC001165 CONSULTANTS: NOT FORBID NOTFOR CONSTRUCTION DATE: PROJECT NAME: PROJECT 2020 NEW RIDE BUILDING 1 LEGOLAND DR. CARLSBAD, CA 92008 a_ __________ _ 0 2'-8" 5'-4" 10'-8" SCALE: 3/16" = 1 '-0" 10 Cl 0 -t-...-- 0 0 ' 00 ...-- 0 N a_ Cl Cf) 0:: 0 LL ~ B WA > w 0:: "'O C ISSUED DATES: MARK DATE DESCRIPTION DR. BY: NKS QAL: SEG CHKD.BY: SJB QAM:SEG DATE: 01/11/19 SCALE: 3/16" = 1'-0" PROJ. NO.: 17-187.1 DWGTITLE: SCHEMATIC ENLARGED ELEVATION FRONT FAc;:ADE N ___________ _ DWG.No.: SD A-203 0 □ w m ~. 0 ,. 0 □ 0 g- o C 3 ~ - rn 0 §. □ 0 0. N 9. 0 □ 0 0 p 0 1 G F E D C B A --·-, 2 3 4 5 ENLARGE ELEVATION -QUEUE LINE PORTAL 2 3 4 5 ----···--------- 6 7 8 9 --------------------------------------------------22'-0""' T/0 CANOPY'I"" ~--<5 ,----{ 3 J 3'-24" J 2'-6" J 10'-0" J 2'-6" I 18'-0" 6 7 8 --------------------··-··- :r "' j 8'-0" -T/OENTRY DOOR4 0'-0" FINISH GRADE(SEE-$- CIVIL) 9 1 0 SHEET NOTES 0 1. QUEUE ENTRY PORTAL, BY THEMING CONTRACTOR 2. PAINTED STUCCO FINISH (TYP.) 3. WALL-MOUNTED T.V. SCREEN, BY OWNER. G SOP 2018-0017/CDP 2018-0043 (DEV2018-0163) WVB-ROI (architecture) 4. WALL MOUNTED SIGNAGE BY THEMING CONTRACTOR ROI SOLUTIONS. 5. 1" RAISED STUCCO BAND PAINTED ACCENT BAND 10 110 South Kentucky Avenue Lakeland, Florida 33801 863.687 .3573 wmb~roi.com Corp. Lie. No.MC001165 CONSULTANTS: -------------1.--SEAL: STEVEN J. BOYINGTON, CA, License No. C 37040 oo N' 0 N l-o w """')_ 0 a:: 0.. (Y') ~c 0 I 00 ~ 0 N 0.. 0 0 -r---- ~ 0 0 I co B ~ 0 N 0.. 0 (J) a:: 0 lL s NOT FORBID NOTFOR CONSTRUCTION DATE: PROJECT NAME: PROJECT 2020 NEW RIDE BUILDING 1 LEGOLAND DR. CARLSBAD, CA 92008 ISSUED DATES: MARK DATE DESCRIPTION DR.BY: NKS QAL: SEG CHKD. BY: SJB QAM:SEG DATE: 01/11/19 SCALE: 1/4" = 1'-0" PROJ. NO.: 17-187.1 w A DWGTITLE: -SCHEMATIC > ENLARGED ELEVATION ~ QUEUE LINE PORTAL "O C N~----------DWG.No.: SD A-204 D " § ,. 5' D D D D • G F E D C B A 1 4 I I I I 0'\ I ~ I I I 2 I T'" I 2 -'\ I I - ,.·, . ',_. ·-, ·, 3 © I ''. 3 4 :/ !/ LOAD/UNLOAD PLATFORM (LEVEL 3) 0 ~.~~~~ING SECTION 4 ------·-------------------- 5 ( 5 _1 -1 I I 6 LOAD/UNLOAD PLATFORM (LEVEL 3) 6 f \ 7 / / / / / / PROJECTOR \ \ I \ \ \ SCREEN I A001 I 7 / / / 8 8 ( I ' ' '- I ;· I I I I I 1(3\ ~ I 9 10 + 35'-0" [10668] -T/OROOF ~ + 31'-3" [+9519] ~ --\-~s,=o~MANSARD ROOF . + 30'-5" [+9265] <> ~--TIO CMU "' I I I + 10'-8" [+32511 lrtc-;ct;c.-::,:-c-cc. ~---3RD LEVEL ~ ·· 1 ----... L.Y ,/'; -,le={ ===--;:-,r-_-=. :;~ · . I ·: 'I • .. _' 7,1 c,i'==~ // h' ' ,,--.. ...-/ / -! :.i / ' . '' '; -- a 0'-0" (SEE CIVIL FOR ELEV.) ~ FIN:ciRADE 12ND LEVEL 4' 8' SCALE: 1/8" = 1'-0" 10 16' G F E ~D 0 N l-o w -,_ 0 0:: a.. C"') 3c 0 I co ..,- 0 N a.. 0 0 -I'-- ..,- 0 0 i co B ..,- 0 N a.. 0 U) 0:: 0 u.. s ~A > w 0:: "O C: SDP 2018-0017/CDP 2018-0043 (DEV2018-0163) W\13-ROI (architecture) ROI SOLUTIONS. 110 South Kentucky Avenue Lakeland, Florida 33801 863.687.3573 wmb-roi.com Corp. Lie. No.AAC001165 CONSULT ANTS, NOT FORBID NOTFOR CONSTRUCTION DATE: PROJECT NAME: PROJECT 2020 NEW RIDE BUILDING 1 LEGOLAND DR. CARLSBAD, CA 92008 ISSUED DATES: MARK DATE DESCRIPTION DRBY: RVD QAL: SEG CHKD.BY: SEG QAM: SEG DATE: 01/11/19 SCALE: AS NOTED PROJ. NO.: 17-187.1 DWGTITLE: BUILDING SECTION N ___________ _ DWG.No.: SD A-301 § " g_ ' a §' a 0 G F E D C B A 1 1 I 2 2 3 $ + 35'-0" [10668] --- TIO ROOF - $+31'-3"[+9519] __ _ BIO MANSARD ROOF/ + 30'-5" [+9329] $T/OCMU-~~ $ + 10'-8" [+3251] __ _ 3RD LEVEL 0'-0" (SEE CIVIL $FORELEV.) ___ _ FIN. GRADEi 2ND LEVEL 3 -·------ 4 CD ~ 1--1-_,-+-'\ 7 5 r © I 6 cp I 7 T I ® I ~ I I I I ; !~ y::::::;::;;".'.~=:==;=~:::=!::::;;:::=:::;=::t:~~~~~==~~;:;:;::=+ ' ~ I I I /1 ---J--1- 4 I I J \ \ \ \ \ \ 0 ~.~~~~ING SECTION 5 ------,------ / 6 --------------------- I I I I I \ \ I I \ / I / I I . I 7 --------~-~ 8 9 1 0 T • I 4' 8' 16' l SCALE: 1/8" = 1'-0" 8 9 10 ------------ G F SOP 2018-0017/CDP 2018-0043 (DEV2018-0163) W\13-ROI (architecture) ROI SOLUTIONS. 110 South Kentucky Avenue Lakeland, Florida 33801 863.687.3573 wmb-roi.com Corp. Lie. No.AAC001165 CONSULTANTS: t_-----------SEAL: STEVEN J. BOYINGTON, CA. License No.C 37040 ~D 0 N l-o w -,_ 0 er: 0.. Cf') ~c 0 I 00 ~ 0 N NOT FORBID NOTFOR CONSTRUCTION DATE: PROJECT NAME: PROJECT 2020 NEW RIDE BUILDING 1 LEGO LAND DR. CARLSBAD, CA 92008 Q.. __________ _ 0 0 -I'-- ~ 0 0 I co ~ 0 N 0.. 0 if) er: 0 LL B ISSUED DATES: MARK DATE DR.BY: RVD CHKD. BY: SEG DATE: 01/11/19 SCALE:AS NOTED $ PROJ. NO.: 17-187.1 w A DWGTITLE: > DESCRIPTION QAL: SEG QAM:SEG ~ BUILDING SECTION '"'O C N __________ _ DWG.No.: SD A-302 a 0 @ G F E D C B A 1 1 2 3 10'-0" '-0" 4 2 3 -~------------ / / / 4 / / / MIN{:12 v :c~.:.-· :_-=_ 6 .. MIN¾:12-~ MIN¾:12 v □ 0 6 MIN¾: 12 ------·--------------------------,. 5 2 -------M◊2----v------ 2 6 MIN¾:12 ,,m··:, . . ,-., ' ' ! ; ' i,,i; ' 4 0~~~~ PLAN -NEW RIDE BUILDING 4 5 11 6 6 MIN¾:12 10'-0" -.- MIN¾: 12 v 0 6 MIN¾: 12 MIN¾:12 v ;;: □ 0 <]~ ;:; I . . ' l _ _j_ _ _J 6 MIN¾: 12 8'-4'-8" ----Mlltj :-1:,--------v 6 MIN¾: 12 \ 4 6 \ \ \ -·--·-__ I \ \ \ \ "' "" ~ i>( \ \ \.._-/ A ----------- \ \ 7 8 ~~~~ I \ \ I \ \ I \ \\ I \ \ I \ \ I \ \ I \ \ I ~ \ I ~""\ I ""\ ~ --==~~ 4 \ \ "'-I;/ I "'-"' 1 111 / \ \ \ / "' 1 1 I I "'" 11 11 / / / "" I; V/ I /J\ I I / I \ I I I \ I I I \ I I I \ I I \ \ I I \ \ I \ \ : I \ \ I I \ \ I I \ \ ; II j I // I/ // I / / // // \ /I // \j/ v 7 8 a J 9 1 0 GENERAL NOTES • GUTTER AND DOWNSPOUTS SHALL COMPLY WITH CALIFORNIA BUILDING CODE -PLUMBING AND SMACNA ARCHITECTURAL SHEET METAL MANUAL. SHEET NOTES 0 1. NOT USED 2. TPO MEMBRANE ROOFING WITH TAPERED R-30 RIGID INSULATION SLOPED TO ROOF DRAINS MIN¾" PER FOOT. ROOF INSULATION MIN THICKNESS TO BE ii" AT LOW END OF SLOPE. INSTALL PER MANUFACTURER'S INSTRUCTIONS. 3. SHEET METAL ROOFING, TO BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS AND CALIFORNIA PRODUCT APPROVAL. 4. FACADE ELEMENTS BELOW. 5. PRIMARY ROOF DRAIN SYSTEM ROOF DRAIN, REFER TO PLUMBING AND CIVIL 6. SECONDARY ROOF DRAIN SYSTEM ROOF DRAIN, REFER TO PLUMBING AND CIVIL 7. 36" X 30" ROOF HATCH LADDER ACCESS wl LADDER BELOW, TO BE INSTALLED PER MANUFACTURES INSTALLATION REQUIREMENTS; BASIS OF DESIGN BILCO TYPE S HATCH. (SEE DETAILS 1-4/A-509) 8. CRICKET 9. SLOPED CANVAS AWNING 10. OUTLINE OF HOIST BEAM BELOW. SEE STRUCTURAL ROOF FRAMING PLAN. 11. SERVING PROJECTOR EXHAUST, SEE MECHANICAL DRAWINGS. 12. (NOT USED) 13. PRE-ENGINEERED TENSIONED FABRIC SHADE CANOPY AND SUPPORT POLES, BY OTHERS 14. QUEUE ENTRANCE ELEMENT, BY OTHERS 15. FUTURE SOLAR READY ZONE AREA PER CBC SECTION 110.10. (15% OF TOT AL ROOF AREA (APROX. 1,755 S.F.) 16. PAINT HAZARDOUS ROOF STRIP 10'--0" FROM ROOF EDGE TO DESIGNATE ACCESS PROHIBITED BEYOND 17. ISOLATED TIE OFF POINTS ATTACH WITH LANYARD FOR MAINTENANCE. SEE FALL RESTRAINT TIE-OFF DETAIL ON STRUCTURALA/S-105. FALL RESTRAINT SYSTEM TO BE DESIGNED BY OTHERS 0 4' 8' 16' SCALE: 1 /8" = 1 '-0" 10 SDP 2018-0017/CDP 2018-0043 (DEV2018-0163) G E ~D 0 N l-o w 7~ 0 0:: 0.. (") ~c 0 I co T""" 0 N W\13-ROI (architecture) ROI SOLUTIONS. 110 South Kentucky Avenue Lakeland, Florida 33801 863.687.3573 wmb-roi.com Corp. Lie. No. AAC001165 CONSULTANTS: NOT FORBID NOTFOR CONSTRUCTION DATE: PROJECT NAME: PROJECT 2020 NEW RIDE BUILDING 1 LEGO LAND DR. CARLSBAD, CA 92008 Q.. _________ _ 0 0 -t-,.. T""" 0 0 I co T""" 0 N 0.. 0 Cf) 0:: 0 LL B s ~A > w 0:: -0 C ISSUED DATES: MARK DATE DR.BY: NP CHKD.BY: SJB DATE: 01/11/19 SCALE: 1/8" = 1'--0" PROJ. NO.: 17-187.1 DWGTITLE: SCHEMATIC ROOF PLAN DESCRIPTION QAL: NP QAM:SJB N~----------DWG.No.: SD AR-101 -----~--~- 0 0 G F D C B A ~ I 1 2 -----·--·l I_, --! T-r--~, ----~. 2 9'-4" A --2.0~'-'"// OPE~ TOR ~~ / BOOT.J:l 110s I'> / ,.,; / '. )(._ 9 e-1~(~~-- & II "~'._,._ :t::0: / A-201 I I I I ~ I \ ' \ I \ \ I I 3 4 1 33'-9" . • .. -·· ... · ... -., • .4_ .... · ,IJ. .. • ... • ~ ...... -------------------7 I I I 8 TYP I I \. ------------& A-202 0 ~~~.~LL FLOOR PLAN 2 3 ' 0 ci ·' >-st >- " I I 4 I I I I TYP ·,. • .. OUTDOOR QUEUE ITill / / / / / / ;' 7 ' ,/ )' ---L--- 0 / / - / / / / --- / / / 6 / / / l~====±===~-==;============1 I i I 13 I ! 6--·--·-· ---------------------· ~====~=------------I ' I 11 5 ---------~-~ 22'-8" QUEUE ENTRY 6 .• .. • 7 DOOR SCHEDULE MARK SIZE MATL ELEV WIDTH HGT THK DOOR FRAME 01 3'-0" 6'-8" 1-3/4" HM HM 1 02 PR 3'-0" 7'-0" 1-3/4" HM HM 2 9 GLAZ FIRE RATING NOTES y NIA N N/A 1 0 QUEUE LINE: 400'-0" (122.0m) AREA TABULATION: QUEUE LINE: RIDE BOUNDARY: OPERATOR BOOTH: HYDRAULIC ROOM: SHEET NOTES 0 1,734 S.F. (161.1 m') 779 S.F. (72.4 m') 69 S.F. (6.4 m') 305 S.F. (28.3 m') 1. OUTDOOR RIDE, BY RIDE MANUFACTURER. G SDP 2018-0017/CDP 2018-0043 (DEV2018-0163) v\l\18-ROI (architecture) 03 3'-0" 3'-0" HM 4 N N/A 2. CONTROL ROOM COUNTER BY RIDE R O I s O L u T I O N s ' DOOR SCHEDULE NOTES MANUFACTURER. 110 South Kentucky Avenue 3. OPERATOR CONTROL CONSOLE, BY RIDE Lakeland, Florida 33801 MANUFACTURER. 863.687.3573 WINDOW SCHEDULE SIZE MARK WIDTH HGT TYPE MATL ELEV FIRE RATING NOTES A 6'-0" 4'-0" STOREFRONT ALUM A N/A WINDOW SCHEDULE NOTES 4. HYDRAULIC UNIT, BY RIDE MANUFACTURER. CONTRACTOR TO VERIFY EQUIPMENT CLEARANCES/LOCATION WITH RIDE MANUFACTURER 5. OUTDOOR RIDE ELECTRICAL CABINET, BY RIDE MANUFACTURER. 6. ALUMINUM QUEUE RAILING, SEE DETAIL 1/A-501 7. BACKDROP WALL W/ STUCCO FINISH F 8. PRE-ENGINEERED TENSIONED FABRIC SHADE CANOPIES & SUPPORT COLUMNS BY OTHERS. SEE CIVIL. 9. MAGLOCK GATES TO CONTROL ACCESS INTO RIDE ENVELOPE, CONNECTED TO RIDE PLC. 10. 20"W x 14"D UNDERGROUND HYDRAULIC TRENCH WITH METAL TRENCH COVER, PER RIDE MANUFACTURER'S SPECIFICATIONS 11. RIDE ENTRY PORTAL BY THEMING CONTRACTOR 12. ALUMINUM FENCING AROUND PERIMETER OF RIDE 13. STUCCO FINISH ON EXTERIOR SIDE 14. NO STUCCO FINISH WALL TYPE LEGEND 8" CMU BLOCK WALL w/ CORE FILL INSULATION AND STUCCO FINISH ON EXTERIOR SIDE. 8" CMU BLOCK WALL w/ CORE FILL INSULATION (NO STUCCO) E 0~D_O_O_R_&_W_IN_D_O_W_E_LE_V_A_T_IO_N_S _____________________ ~~C ~: 3'·0" 3'-0" -t 3'-0" 6'-0" ;f 0 N l-o w -,_ 0 0::: a.. !----------"~---~---+------+---~--... >--~---~--, __ ...,.___ ______________ __, C") 0 ;gc 0 0 0 0 I ROOM FINISH SCHEDULE FLOOR WALLS CEILING 00 NORTH EAST SOUTH WEST ..- >--------------< MATL BASE 1--------+-------+-----+-------< Q # ROOM NAME MATL FIN >--1-0-1-+--=o-uT=D-o_o_R_Q=u-E=u=E-__,'"'c-o-N-c-+-c-o_N_C....,..ST_u_cc-o+--PT-+---+--->---+---+--+---+---+--->----+----< N MATL FIN HEIGHT NOTES MATL FIN MATL FIN MATL FIN STUCCO PT STUCCO PT CANVAS VARIES wmb-roi.com Corp. Lie. No.AAC001165 CONSULTANTS: NOT FORBID NOTFOR CONSTRUCTION DATE: PROJECT NAME: PROJECT 2020 OUTDOOR RIDE 1 LEGOLAND DR. CARLSBAD, CA 92008 102 OUTDOOR RIDE CONG CONG 1---1=0=3-+-~o=p=E=RA=To=R~Boo=T=H~--<~c=o-N=c-+=2,-v-1N-YL-t--cC=M=u-~PT~+-==-+-=--=-+-=---t--+---+-~-+----ir----+----<Q.. ______________ _ CMU PT CMU PT CMU PT GB 9'-0n f---1~04'--~-~H~Y~D~RA=U=Ll~C~R=O~O~M~__,~E~PO~XY==EP~O~XY~~C~M~U~-+-PT~~=-+-~-~=-+-~-+~=-'--'--'---'--=--'---__,'--~'---+----J 0 CMU PT CMU PT CMU PT GB 9'-0" ROOM FINISH SCHEDULE NOTES 0 !-----------------------------------------------------! - I'--..- 0 0 !--------------------------------------------------~ I ROOM FINISH SCHEDULE ABBREVIATIONS 00 ..- !-----------------------------------------------------< 0 ACT ACOUSTICAL CEILING TILE GL AFF ABOVE FLOOR FINISH GLBLK CBB CEMENTITIOUS BACKER BOARD HORIZ CMU CONCRETE MASONRY UNITS INT CONG CONCRETE LF CP CONCRETE PANELS MATL C-PAV CONCRETE PAVERS MRGB CPT CARPET CT CERAMIC TILE N/A EP EPOXY PAINT NAT EX EXISTING NV EXP EXPOSED STRUCTURE PAVERS F FACTORY PC GLASS PW GLASS BLOCK QT HORIZONTAL RUB INTERIOR SA LIFE FLOORING SC MATERIAL SGB MOISTURE RESISTANT GYPSUM SST BOARD STUCCO NOT APPLICABLE S-WD NATURAL TECT NATURAL VARNISH UNFIN BRICK PAVERS VCT PAVE CRETE VF PLYWOOD QUARRY TILE RUBBER SUSPENDED ACOUSTICAL SEALED CONCRETE SUSPENDED GYPSUM BOARD STAINLESS STEEL CEMENT PLASTER STUCCO SYNTHETIC WOOD TECTUM PANELS UNFINISHED VINYL COMPOSITION TILE VINYL FLOORING N a.. 0 Cf) 0::: 0 u.. s ISSUED DATES: B MARK DATE DR. BY: RVD CHKD. BY: SJB DATE: 1/11/19 SCALE: 1/4" = 1'-0" PROJ. NO.: 17-187.2 FRP FIBERGLASS REINFORCED PLASTIC PCP PRECAST CONCRETE PAD VPF VINYL PLANK FLOOR GB GYPSUM BOARD PT PAINT WD WOOD W /\ DWG TITLE: DESCRIPTION QAL: NP QAM:SJB -,I-\ SCHEMATIC > OVERALL FLOOR PLAN & ~-------------------------------------~~ SCHEDULES "'O 0 2' 4' 8' C N __________ _ DWG.No.: 7 a J SCALE: 1/4" = 1'-0" 1 0 SD A-101 0 0 Q 0 0 ~ m I ~ g -0 ~ m I ~ _g 1 G F E D C B 1 2 3 4 2 3 L1. I ---T-- 5 6 7 8 14'-8" . -------------------------------------------T.O. THEMING ELEMENT 11'-5" . -------------T.O.ROOF 7'-4" • DOOR HEAD HGT. ---- 0'-0" ~isR FLOOR LVL EXTERIOR ELEVATIONS -HYDRAULIC/ OPERATOR ROOM 1/4""' 1'--0" EXTERIOR ELEVATIONS -HYDRAULIC/ OPERATOR ROOM 1/4" = 1'-0" 14'-8" • T.O. THEMING ELEMENT 11'-5" . ----------------T.O.ROOF 9 8'-0" • WINDOW HEAD HG~ 7'-4" • DOOR HEAD HGT.------- 0'-0" ~isHFLOOR[i/L ___ _ EXTERIOR ELEVATIONS -HYDRAULIC/ OPERATOR ROOM 1/4" = 1·-0• • ~4~8~HEMING ELEMENT--------~'-.._ --- 11'-5" . ----------T.O. ROOF 8'-0° ~DOW HEAD HGT. 0'-0" ~isHFLOOR[i/L-------'-"" EXTERIOR ELEVATIONS -HYDRAULIC/ OPERATOR ROOM 5 7 8 9 1 0 SHEET NOTES 0 1. STUCCO FINISH 2. HOLLOW METAL DOOR 3. ALUMINUM STOREFRONT WINDOW 4. TPO MEMBRANE ROOFING 5. 4" FIBERGLASS-COATED EPS STUCCO CORNER TRIM, AT EACH CORNER 6. BACKDROP WALL w/ STUCCO FINISH. FINAL DESIGN TBD 7. THEMING DESIGN -BY OTHERS 8. THEMING ELEMENTS AND ATTACHMENT BY OTHERS 9. NO STUCCO FINISH G F SDP 2018-0017 /CDP 2018-0043 (DEV2018-0163) W\13-ROI (architecture) ROI SOLUTIONS. 110 South Kentucky Avenue Lakeland, Florida 33801 863.687.3573 wmb-rol.com Corp. Lie. No. AAC001165 CONSULTANTS: 14'-8" ------------------~ T.O. THEMING ELEMENT ---0 11'-5" ---------➔ T.O. ROOF 1 o•-on FINISH-FLOOR LVL 0 2' 4' 8' SCALE: 1/4" = 1'-0" Q J ~ 0 E OD N 0 N l-o UJ --,_ 0 0::: 0.. M s:::t" r-Ov 0 I 00 T""" 0 N NOT FORBID NOTFOR CONSTRUCTION DATE: PROJECT NAME: PROJECT 2020 OUTDOOR RIDE 1 LEGOLAND DR. CARLSBAD, CA 92008 Q.. __________ _ 0 () -I'-- ":"""" 0 0 I co T""" 0 N 0.. 0 (/) 0::: 0 lL s r, f---< LJ ISSUED DATES: MARK DATE DR.BY: RVD CHKD. BY: SJB DATE: 1/11/19 SCALE: 1/4" = 1'-0" PROJ. NO.: 17-187.2 UJ f DWG TITLE: DESCRIPTION QAL: SEG QAM:SJB -/-A. SCHEMATIC >UJ EXTERIOR ELEVATIONS - ,...,, OPERA TOR BOOTH & u.. HYDRAULIC ROOM -0 C N __________ _ DWG.No.: SD A-201 0 a 0 0 -0 0 0 • G F E D C a A 2 3 0 ;,~.:~~ TION -OUTDOOR RIDE / i 2 3 4 5 6 7 8 9 ~ 0;,~.:~~TION -OUTDOOR RIDE TYP. 0~47:1~TION -OUTDOOR RIDE 5 6 7 8 9 1 0 SDP 2018-0017/CDP 2018-0043 (DEV2018-0163) GENERAL SHEET NOTES • FOR THEMING PURPOSES ONLY (FOR DIMENSIONS REFER TO OVERALL SECTION) • DESIGN DRAWINGS OF OUTDOOR RIDE TO BE COMPLETED BY RIDE G MANUFACTURER. INSTALLATION PER RIDE MANUFACTURER'S SPECIFICATIONS. SHEET NOTES 0 1. "LEGO"-THEMED TOP ELEMENT wl BUil T-IN TV SCREEN, BY THEMING CONTRACTOR 2. DROP TOWER RIDE BY RIDE MANUFACTURER 3. FENCING AROUND PERIMETER OF RIDE 4. OPERATOR BOOTH 5. QUEUE LINE RAILING, TYPICAL. SEE A-501 6. NEW THEME WALL wl GRAPHICS APA t MEDIUM DENSITY OVERLAY (MDO) PLYWOOD, A, 48'x96" ATTACH TO STEEL FRAMING (ONE SIDE) w/ SELF-DRILLING BUGLE-HEAD SCREWS TO BE FLUSH w/ SURFACE. INSTALL AND PREPARE PLYWOOD SURFACE FOR THEME PAINT AND/OR GRAPHICS. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION, FASTENER PLACEMENT, WALL FOOTING, AND STEEL GAUGE. SEE CIVIL FOR WALL LOCATION. 7. FABRIC SHADE CANOPY BY OTHERS 8. FABRIC SHADE CANOPY COLUMN 9. HYDRAULIC ROOM 10. BALLOONS BY THEME PLASTER SUPPLIER 11. RIDE ENTRY PORTAL BY THEMING CONTRACTOR 12. RIDE ENTRY PORTAL SIGN BY THEMING CONTRACTOR 13. "LEGO"-THEMED PIN WHEELS BY THEMING CONTRACTOR 14. "LEGO"-THEMED LAYERED FLOWERS BY THEMING CONTRACTOR F E 15. "LEGO"-THEMED WALL-MOUNTED ST~ D BY THEMING CONTRACTOR Q N 1-u w -,_ 0 Cl'.'.'. 0... ~ 0 N 0... 0 () -I'--, ~ 0 0 I co ~ 0 N 0... 0 (j) Ct'.'. 0 LL B ~ ~P. > w Cl'.'.'. "'O C W\13-ROI (architecture) ROI SOLUTIONS. 110 South Kentucky Avenue Lakeland, Florida 33801 863.687.3573 wmb-rol.com Corp. Lie. No.AAC001165 CONSULTANTS: NOT FORBID NOTFOR CONSTRUCTION DATE: PROJECT NAME: PROJECT 2020 OUTDOOR RIDE 1 LEGOLAND DR. CARLSBAD, CA 92008 ISSUED DATES: MARK DATE DESCRIPTION DR.BY: NKS QAL: SEG CHKD. BY: SJB QAM:SJB DATE: 1/11/19 SCALE: AS-NOTED PROJ. NO.: 17-187.2 DWGTITLE: SCHEMATIC EXTERIOR ELEVATION- OUTDOOR RIDE N ___________ _ DWG.No.: 1 0 SD A-202 A B • ( 0 E min.2600 Entrance Level F ,:--- c:) ' C') ~1 ~ G H A J K L Al:Jdeckung FFT kundenseitig covering/platform FFT l:Jy customer Steuerpult control panel ydraulikschacht hydraulic trench A-A Zaun kundense it ig nach aktuellen Best immungen fence around ride by customer according to current regulations ( Schaltschrank main switch cabinet <0 a- 0 N 0 0 N auptansch Lu 8.:kundenseit ig Vorslcherung 100 A Telefonle itung fur Modem . Main power supply by customer Pre-fuse 100A WAN connection without firewall · (Ethernet with internet access) Hydraulikaggregat hyraulic unit 300 A Abdeckung Hydraulikschacht covering hydraulic trench ( (-( L::f=~~==r=::;;;2 -t--~-Techn ikgel:J oude Ckundenseit igl: 1730 Ausreichende Luftzirkulation muB gewi'tlrleistet sei Raumtemperatur darf 30 • n icht uberschreiten. min.8000 (Vent i La tor und Fr ischluftansaugungl Luftdurchsatz K uhler ca. 5500 m 3/Std. (Ansaugg i tter -Ge gen ventilator) ausreichend dimensionierte Einbringoffnung im Geb iude f iir Hydraulikaggregat vorsehen. Technical building (by custamer): Sufficient air circulation must be guaranteed. Ambient temperature must not exceed 30 ' ( (fan and fresh air suction, air conditioning) rate of air flow of cooler 5500 mA3/h (air intake -ventilator) Sufficient dimension of the door must be guarateed to brin the h draullc unit / main switch into the buildin fl I I B E F G H J 1:66,667 SD A-202.2 K Al . ..._l Wl!'kstG:k tiall!ab ✓ •lille: 150 11asse, 7166116,223 1111 l!lemehnu , -kanfen illN ISO DIN ISO Werkstaff I material: 2768-in-K 13715 Halbzeug / raw material, • • Free Fall Tower ltlers1cht 1--1----+--+-+--.::~==~.----+r.r.F;i;;r;;;;;e;;-e &'F'"""'.a~l L=T;;;;ow::;:;;e:-.r_Ov7en;;r;;;-v::-i eTw--iL Jolltf-W aune, Sir. 5 e c nung • / raw ng-nr ,: Rev.: Bl 1 , __ .... _,_ p'l:,."!'9~0 221034-01-001 1 .,..,_ -Fa• •~9199\/9106•24 1 Bl. --J--- § g Q 0 0 ~ 0 ~ 0 ;a. 0 "-0 0 ~ m I ~ Q 0 C 1 G F E D C B A 1 2 . I I , ; I ; I 1/ I / , / I, / ' ' / /'/ ' I • . I I • , I / / I , / I ,' / I ; / ,1 2 / I / I 3 L 10'-10" 16'-6" ,,---. ' • 1 r ----------1 •i:;J---+-==-----~~--=--=-------=--=--_ --==------< I I I 8'-2" / 3 I I I I I I I I / 2 ( . \ \ I 0 ~~~~-PLAN -OUTDOOR RIDE 4 5 ' . 5 6 7 -------2 "' ~ "' ~ "' ~ "' " " 7c9, '' ' '-'• ~ "' ~ "' I ~ "' ~ "' ~ "'- ~ "' ~ / 12'-9" 4 7 6 TYP. 7 8 ' I . I I I I I I I I I I I I I 8 9 9 1 0 SHEET NOTES 0 1. TPO MEMBRANE ROOFING 2. CANVAS CANOPY BY OTHERS 3. OUTDOOR RIDE TOP ELEMENTS BY THEMING CONTRACTOR 4. QUEUE ENTRANCE ELEMENT BY THEMING CONTRACTOR 5. CANOPY SUPPORT COLUMNS BY OTHERS 6. CANOPY WALL ANCHORS BY OTHERS 7. OUTLINE OF BACKDROP WALL 8. OUTLINE OF WALL BELOW 9 . OPEN TO BELOW 0 2' 4' 8' SCALE: 1/4" = 1'-0" 10 SOP 2018-0017/CDP 2018-0043 G F E ~c 0 N l-o w -,_ 0 0::: 0... (") 2;c 0 I co ..- 0 N (DEV2018-0163) W\13-ROI (architecture) ROI SOLUTIONS. 110 South Kentucky Avenue Lakeland, Florida 33801 863.687.3573 wmb-roi.com Corp. Lie. No. AAC001165 CONSULTANTS: NOT FORBID NOTFOR CONSTRUCTION DATE: PROJECT NAME, PROJECT 2020 OUTDOOR RIDE 1 LEGOLAND DR. CARLSBAD, CA 92008 o_ __________ _ 0 0 -I'---..- 0 0 I co ..- 0 N 0.. 0 Cl) Ct:'. 0 LL B s ~A > w Ct:'. "O C ISSUED DATES: MARK DATE DR. BY: RVD CHKD. BY: SJB DATE: 1/1V19 SCALE: 1/4" -1'-0" PROJ. NO.: 17-187.2 DWGTITLE: SCHEMATIC ROOF PLAN DESCRIPTION QAL: NP QAM:SJB N __________ _ DWG.No.: SD AR-101 § ~ 0 ~ -8 □ ~ 0 0 G F E D C B A 2 1 2 -~,- 3 -----~ ~ I ~ 111-,,/ ~ I I ~ --- E EXISTING ELEVATION CAROUSEL SCALE: 1(4~ = 1'-0~ L 0 L oo EXISTING GATE TO REMAIN 5 I ! 5 6 .... ©. oo 0 ' I . " . . EXISTING ROOF PLAN CAROUSEL SCALE; 1/4" = 1'-0" 8 6 7 EAVE HGT. $ + 7'-0" SILL HGT. $ 2'-10" F.F. $ + 0'-0" EX. NORTH ELEV. BOOTH SCALE: 1/4"=1'-0" 7 EXISTING PLANTER TO REMAIN 8 9 1 2 EXISTING ROOF PLAN SCALE: 1/4" = 1'-0" EAVE EAVE HGT. $ +7'-0Q HGT. $ + 7'-0" SILL SILL HGT. $ 2·-10" HGT. $ 2'-10" F.F. $ + 0'-0" F.F. $ + 0'-0" EX. WEST ELEV. BOOTH EX. EAST ELEV. BOOTH SCALE: 1/4~ = 1'-0" SCALE: 1W = 1'-0" 8 0 .__) D 1 0 i GENERAL NOTES • • • • • STRUCTURE IS EXISTING AND SCOPE OF WORK IS LIMITED TO AESTHETIC EXTERIOR IMPROVEMENTS UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE TO FACE OF FRAMING OR MASONRY. THIS STRUCTURE HAS BEEN PREVIOUSLY PERMITTED BY OTHERS. CONTRACTOR TO VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. CONTACT ARCHITECT AND OWNER OF ANY DISCREPANCIES. GC TO PRICE DELETE SCOPE ALTERNATE. SHEET NOTES 0 1. 2. EXISTING METAL ROOF TO REMAIN, TYP. EXISTING ENTRY PORTAL STRUCTURE TO G REMAIN F 3. 4. 5. 6. EXISTING SIGNAGE TO BE REPLACED, TO BE DESIGNED BY THEMING CONTRACTOR EXISTING QUEUE/GUARD RAILINGS TO REMAIN, TYP. EXISTING "CLOUD" THEME ELEMENTS TO REMAIN AS IS, TYPICAL ASSUME REMOVAL OF 50% OF EXISTING CAROUSEL HORSES TO BE REPLACED BY NEW THEMED "RIDE ELEMENTS," ALL OTHER EXISTING HORSES TO BE MODIFIED FOR NEW THEME. ESTIMATED 64 RIDERS TOTAL. SOP 2018-0017/CDP 2018-0043 (DEV2018-0163) "W\13-ROI (architecture) ROI SOLUTIONS. 110 South Kentucky Avenue Lakeland, Florida 33801 863.687.3573 wmb-roi.com Corp. Lie. No.AAC001165 CONSULTANTS: 7. ALL SIDING, STRUCTURE, AND ROOFING TO E -------------- REMAIN ON OPERATOR'S BOOTH SEAL: STEVENJ.BOYINGTON,CALicenseNo.C37040 8. POST CAPS TO BE REPLACED, SEE A-202. 0 2' 4' 8' SCALE: 1/4" = 1 '-0" ALL ELEVATION NOTES ARE TYPICAL EAVE HGT. $ + 7'-0" SILL HGT. $ 2'-10" F.F. $ + 0'-0" EX. SOUTH ELEV. BOOTH SCALE: 1/4° = 1'-0" 10 oc NI 0 N 1- (.) w -,_ 0 0:: a.. ("I) ic 0 I CX) ...... 0 N NOT FORBID NOTFOR CONSTRUCTION DATE, PROJECT NAME, PROJECT 2020 EXISTING CAROUSEL 1 LEGOlAND DR. CARLSBAD, CA 92008 a_ ___________ _ 0 (_) -t-,.. ...... 0 0 I CX) ...... 0 N a.. 0 U) ~ 0 LL B ~ ~A > LU 0:: "O C ISSUED DATES: MARK DATE DESCRIPTION DR.BY, NP QAL: NP CHKD.BY: SJB QAM:SJB DATE, 01/11/19 SCALE, 1/4" = 1'-0" PROJ. NO., 17-187.3 DWGTITLE: EXISTING CAROUSEL FLOOR PLAN, ELEVATIONS N ___________ _ DWG.No., SD A-701 " • ~. 0 -· •• •• " C " n 0 G F E D C B A 1 FINISH GRADE 152.33 (SEE CIVIL) 16 6 2 /' ~ I 2 @ I I . I ----- 7 }-~ 3 4 5 ---../17 3 4 5 6 7 CLOUD HGT. +9'-2" EAVE 3 HGT. + 7'-0" 18 SILL HGT. $ 2'-10" F.F. $ + 0'-0" 6 7 _ __, 7 • - 2 8 ROOF PLAN OPS BOOTH SCALE: 1/4•= 1'-IY CLOUD HGT. + 9'-2" EAVE HGT. + 7'-0" SILL HGT. $ 2'-10" F.F. $ + 0'-0" 8 ---< 7 ,,---{ 11 9 10 GENERAL NOTES • • • • • STRUCTURE IS EXISTING AND SCOPE OF WORK IS LIMITED TO AESTHETIC EXTERIOR IMPROVEMENTS (THEMING) UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE TO FACE OF FRAMING OR MASONRY. THIS STRUCTURE HAS BEEN PREVIOUSLY PERMITTED BY OTHERS CONTRACTOR TO VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION CONTACT ARCHITECT AND OWNER OF ANY DISCREPANCIES. GC TO PRICE DELETE SCOPE ALTERNATE. SHEET NOTES 0 1. 2. 3. 4. 5. 6. 7. EXISTING METAL ROOF TO REMAIN, TYP. PATCH AND REPAIR AS NEEDED EXISTING ENTRY PORTAL STRUCTURE TO REMAIN, PREPARE SURFACE AND PAINT NEW THEME COLOR. EXISTING SIGNAGE TO BE REPLACED, TO BE DESIGNED BY THEMING CONTRACTOR. EXISTING QUEUE/GUARD RAILINGS TO REMAIN, PREPARE SURFACE AND PAINT NEW THEME COLOR, TYPICAL. EXISTING "CLOUD" THEME ELEMENTS TO REMAIN AS IS, TYP. PATCH AND REPAIR AS NEEDED. ASSUME REMOVALJREPLACEMENT OF 50% OF EXISTING CAROUSEL HORSES TO BE REPLACED BY NEW THEMED "RIDE ELEMENTS" THE REMAINING HORSES WILL BE MODIFIED FOR NEW THEME; SEE REFERENCED DESIGN DRAWINGS BY OTHERS ON THIS SHEET. 3/A-202 PREPARE SURFACE AND PAINT ALL METAL ROOF RIDGE CAPS TO NEW THEME COLOR 8. NEW "CLOUD" THEME ELEMENTS ATTACHED TO EXISTING ROOF, TYP. ALL SIDES 9. EXISTING METAL ROOF ON OPERATOR'S BOOTH; PREPARE SURFACE AND PAINT NEW THEME COLOR, TYP. 10. NEW SCONCE LIGHT FIXTURE ON OPERATOR'S BOOTH, TYPICAL. 11. NEW FINIAL BY OWNER. 12. EXISTING BATTEN SIDING, PREPARE SURFACE AND PAINT TO NEW THEME COLOR, TYP. 13. NEW ALUMINUM FASCIA. 14. NEW APPLIED SIDING DETAIL, PAINTED TO THEME COLORS. 15. EXISTING FASCIA, PREPARE SURFACE AND PAINT NEW THEME COLOR, TYP. 16. PREPARE SURFACE OF EXISTING CENTRAL CAROUSEL WALL FOR NEW THEME GRAPHICS. 17. PREPARE SURFACE AND PAINT CAROUSEL DECK TO NEW THEME COLOR. 18. NEW THEMATIC POST CAPS QUANTITY TO CONFIRM BY OWNER. 19. NEW THEAMING FINIAL ATTACHED TO ROOF PEAK BY THEMING CONTRACTOR. CLOUD HGT. + 9'-2" EAVE HGT. +7'-0" SILL HGT. $ 2·-10" F.F. $ + 0'-0" 9 0 2' 4' 8' SCALE: 1/4" = 1'-0" ALL ELEVATION NOTES ARE TYPICAL ~--< 11 ..,--{ 7 ------../13 -------<10 ------114 ------112 '-----<14 1 0 G F E D C B SOP 2018-0017/CDP 2018-0043 (DEV2018-0163) V\1\13-ROI (architecture) ROI SOLUTIONS. 110 South Kentucky Avenue Lakeland, Florida 33801 863.687.3573 wmb-roi.com Corp. Lie. No.MC001165 CONSULTANTS: NOT FORBID NOTFOR CONSTRUCTION DATE: PROJECT NAME: PROJECT 2020 EXISTING CAROUSEL 1 LEGOLAND DR. CARLSBAD, CA 92008 ISSUED DATES: MARK DATE DESCRIPTION DR. BY: -QAL: NP CHKD.BY: SJB QAM:SJB DATE: 01/11/19 SCALE: 1/4" c 1'-0" PROJ. NO.: 17-187.3 A DWGTITLE: SCHEMATIC CAROUSEL DWG.No.: SD A-702 0 " 0 " ~ S' (ii" ~ 0 0 0 3 § - 0 " -0 G F E C C B A 1 2 L 1-; 1 2 4 5 6 I 8 9 AREA TABULATION: 52'-0" (V.I.F.) BUILDING FOOTPRINT: 1679 S.F. (156 m') ---< 3 \---- 2/--~ 0 ;~;;~4~=~:LOOR PLAN 52'-0" (V.I.F.) ~ ---~8 6 I 8 9 --··-- 1 0 SDP 2018-0017/CDP 2018-0043 (DEV2018-0163) GENERAL NOTES • • • • • STRUCTURE IS EXISTING AND SCOPE OF WORK IS LIMITED TO AESTHETIC IMPROVEMENTS UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE TO FACE OF FRAMING OR MASONRY. THIS STRUCTURE HAS BEEN PREVIOUSLY PERMITTED. CONTRACTOR TO VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRICING ALTERNATE COLORED EPOXY ''THIN-FINISH" CEMENTITIOUS COATING WITH 2-3 COATS OF "CSS EMULSION" CLEAR SEALER AND SPLATTER TEXTURE FOR NON-SLIP FINISH. G WVB-ROI (architecture) ROI SOLUTIONS. 110 South Kentucky Avenue Lakeland, Florida 33801 863.687.3573 wmb-rol.com Corp. Lie. No.AAC001165 SHEET NOTES 0 CONSULTANTS: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 0 EXISTING COLUMN TO REMAIN. PATCH+ F REPAIR AS NEEDED. EXISTING RAILINGS TO REMAIN, TYP. EXISTING TEXTURED CONCRETE FLOORING EXISTING BOXES TO REMAIN. EXISTING FLOORING TO REMAIN, PATCH AND REPAIR AS-NEEDED. NEW SIGNAGE, TO BE DESIGNED BY OTHERS NEW MILLWORK FOR BUILDER WORK SURFACES, BY OTHERS. PAINT EXISTING BOXES WITH NEW THEME E SEAL: STEVEN J. BOYINGTON, CA, License No. C 37040 COLOR NEW BRICK DISPLAY WALL. SEE 3/A-301 EXISTING RAILING TO BE PAINTED NEW THEME COLOR RELOCATE EXISTING BENCHES AND PAINT NEW THEME COLOR, TYP. NEW FACADE THEME WALL TO EXTEND BEYOND TOP OF EXISTING GABLE END WALL. APA 5/8" MEDIUM DENSITITY OVERLAY (MDO) PLYWOOD, A, 48"x96" ATTACH TO STEEL FRAMING WITH SELF-DRILLING BUGLE-HEAD SCREWS TO BE FLUSH WITH SURFACE. INSTALL AND PREPARE PLYWOOD SURFACE FOR THEliiiil C· PAINT AND/OR GRAPHICS. SEE C\I STRUCTURAL DRAWINGS FOR Q INFORMATION FASTENER PLACEMENT~ STEEL GAUGE. l-o w -:,_ NOT FORBID NOTFOR CONSTRUCTION DATE: PROJECT NAME: 0 er: 0... PROJECT 2020 ACTIVITIES BUILDING 2' 4' 8' C'0 ic 0 ' co ....... 0 N 0... 0 0 -r---....... 0 0 I co B ....... 0 N 0... 0 (f) cr: 0 LL s WA > w 1 LEGOLAND DR.. CARLSBAD, CA 92008 ISSUED DATES: MARK DATE DR.BY: NKS CHKD.BY: SJB DATE: 01/11/19 SCALE: 1/4" = 1'-0" PROJ. NO.: 17-187.4 DWGTITLE: SCHEMATIC FLOOR PLAN DESCRIPTION QAL: NP QAM: SJB SCALE: 1/4" = 1'-0" cr: 10 "O C C\I ___________ _ DWG.No.: SD A-703 0 0 .. 5' 0 0 w g ,. 'f 0 s. c 1 G F E D C B A 1 i 2 2 '1i FINISH GRADE 152.79FS (SEE CIVIL) '1i FINISH GRADE 152.79FS (SEE CIVIL) 3 / I / 3 V, / / w 2 RADE '1i FINISH _Q 152.79 (SEECI FS ___ VIL) -=- -=-- / ~ II I 7 / ,i! FINISH GRADE · 152.79FS (SEE CIVIL) 4 ~ I/ / 2 ~ w , / / p 7 I 4 5 6 .A,. ----- 5 = = -...., "' I I /, = -Y. --,,,, --2 --,___ '--,___ ,___ ,___ '--,___ ,___ 11 11 II II ~ ~ II II 11 11 L',.. ----- /', / I" '/ I" 5 "/ f\ / f\ ...... '/ ",,, I -'-->- ~ ~ V I/ -=--=-~ 4) ,.., ~ 3 EXISTING SOUTH ELEVATION " -' " SCALE. 1/4 -1-0 -=-~ ,Aa..., -4) ~ m 6 - .! '--- L-© - ~ F',. LB / 5 7 -- / 1 ,, ' 2 -- ~ ~ ' 3 ... L.--4 1 ..... I -- / 1 ,, ' ~ 3 i.-1-- 4 , ..... - l + 18'-4" V.I.F. ---=T/O GABLED ROOF ~ I/ / / L.--, .... - I~ / I/ , i.-j_..- ..... - 1 '------------ 2 3 4 5 1 - + 12'-2" V.I.F. ~NSARD ROOF~ + 11"-<i"V.I.F. ROOF BEARING HGT. ~ + 8'-1" V.I.F. ~ T/OARCH 0'-0" V I.F, ~ FINISH FLOOR + 18'-4" V.I.F. ---=T/OGABLED ROOF ~ + 12'-2" V.I.F. ~NSARDROOF ~ ______......... ' =Cf 3 4 Ff I 2 7 + 11'-6" V.I.F. ROOF BEARING HGT. ~ 0'-7" V.I.F. fii' ~ -T/OSTEP 0'-0" VLF. fii' FINISH FLOOR 8 + 18'-4" V.I.F. T/O GABLED ROOF ~ + 12'-2" V.I.F. · ~ANSARD ROOF 0 + 11'-6" V.I.F. · ROOF BEARING HGT. 0 + 8'-1" V.I.F. T/OARCH ~ 0'-0" V.I.F. ~ FINISH FLOOR + 18'-4" V.I.F. T/O GABLED ROOF ~ + 12'-2" V.1.F. ' ~ANSARD ROOF"' ____ + 11 '-6" V.I.F. do ROOF BEARING HGT. V 8 + 8'-1" V.I.F. ~ T/OARCH 0'-0" V.I.F. "" FINISH FLOOR ~ 9 9 10 SOP 2018-0017/CDP 2018-0043 (DEV2018-0163) GENERAL NOTES • • • STRUCTURE IS EXISTING AND SCOPE OF WORK IS LIMITED TO AESTHETIC IMPROVEMENTS UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE TO FACE OF FRAMING OR MASONRY. THIS STRUCTURE HAS BEEN PREVIOUSLY PERMITTED. • CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS G • PRICE ALTERNATE LEAVE EXISTING EXTERIOR BATTEN (WOOD SIDING) AND - PAINT OR OVER EXTERIOR/ PATCH AND REPAIR. SHEET NOTES 0 1. 2. 3. EXISTING MANSARD ROOF DETAIL TO BE REMOVED EXISTING AUDIO EQUIPMENT TO REMAIN, TYP. EXISTING BATTEN BOARDS TO BE REMOVED. (SEE A-204 BID ALTERNATE) F 4. EXISTING PANEL SIDING TO BE REMOVED. 5. EXISTING METAL ROOFING TO REMAIN, TYP. 6. EXISTING LIGHTING TO BE REPLACED BY OWNER. 7. EXISTING RAILINGS TO REMAIN v\M3-ROI (architecture) ROI SOLUTIONS. 110 South Kentucky Avenue Lakeland, Florida 33801 863.687.3573 wmb-roi.com Corp. Lie. No. MC001165 CONSULTANTS: E SEA.l..: STEV 0 2' 4' 8' SCALE: 1/4" = 1'-0" 1 0 oo N 0 N l-o w --,_ NOT FORBID NOTFOR CONSTRUCTION DATE: PROJECT NAME: 0 0::: CL PROJECT 2020 ACTIVITIES BUILDING C":) ~c 0 I co ..-- 0 N 1 LEGOLAND DR. CARLSBAD, CA 92008 CL __________ _ 0 u -I"---..- 0 0 I co ..-- 0 N CL 0 Cl) 0::: 0 LL B ~ WA > w 0::: "O C ISSUED DATES: MARK DATE DESCRIPTION DR. BY: NKS QAL.: NP CHKD.BY: SJB QAM: SJB DATE: 01/11/19 SCALE: 1/4" = 1'-0" PROJ. NO.: 17-187.4 DWGTITLE: EXTERIOR ELEVATIONS EXISTING N __________ _ DWG.No.: SD A-704 D a D D " 0 S. n ·" ,:;;· g. 0 G F E D C B A 1 2 1 2 -' FINISH _§_RADE 152.79FS (SEE CIVIL) -' FINISH _§_RADE 152.?SFS (SEE CIVIL) 3 3 4 4 ---------------------------· --·· --- 5 6 7 1 5 6 7 --------------- 8 + 25'-5 1/2" T/O ELEMENT "' + 15'-8 1/2" B/O ELEMENT "' + 13'-4" ---.T°"/O'"'M'"ANSARD ROOF "' + 11 '-6" V.I.F. --~R=o=o~·F BEARING HGT. "' + 8'-1" V.1.F. "' T/OARCH 0'-0" V.1.F. "' FINISH FLOOR + 25'-5 1/2" "' T/O ELEMENT + 15'-8 1/2" B/O ELEMENT "' + 13'-4" ---T=,=o~M~ANSARD ROOF "' +11'-6"V.I.F. --~R~O~O=F BEARING HGT. "' + 8'-1" V.I.F. "' T/OARCH 0'-0" V.I.F. "' FINISH FLOOR 8 9 9 10 SDP 2018-0017/CDP 2018-0043 (DEV2018-0163) GENERAL NOTES • STRUCTURE IS EXISTING AND SCOPE OF WORK IS LIMITED TO AESTHETIC IMPROVEMENTS • • • • UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE TO FACE OF FRAMING OR MASONRY. THIS STRUCTURE HAS BEEN G PREVIOUSLY PERMITTED. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRICE ALTERNATE LEAVE EXISTING EXTERIOR BATTEN (WOOD SIDING) AND PAINT OR OVER EXTERIOR/ PATCH AN6-- REPAIR. (SEE A-204) SHEET NOTES v\M3-ROI (architecture) ROI SOLUTIONS. 110 South Kentucky Avenue Lakeland, Florida 33801 863.687.3573 wmb~roi.com Corp. Lie. No.AAC001165 1. PREPARE EXISTING PANEL SIDING FOR CONSULTANTS: THEME PAINTING AND GRAPHICS, TYP. 2. NEW FACADE THEME WALL TO EXTENDF BEYOND TOP OF EXISTING GABLE END WALL APA 5/8" MEDIUM DENSITITY OVERLAY (MDO) PLYWOOD, AA, 48"x96" ATTACH TO STEEL FRAMING WITH SELF-DRILLING BUGLE-HEAD SCREWS TO BE FLUSH WITH SURFACE. INSTALL AND PREPARE PLYWOOD SURFACE FOR THEME PAINT AND/OR GRAPHICS. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION, FASTENER PLACEMENT, AND STEEL GAUGE. 3. NEW LEGO MANSARD ROOF BY THEMING CONTRACTOR 4. NEW LIGHTING FIXTURES BY OWNER. 5. NEW LEGO DIAMOND AND ATTACHMENTS BY THEMING CONTRACTOR 6. NEW SIGNAGE, TO BE DESIGNED BY OTHERS 7. NEW MILLWORK FOR BUILDER WORK SURFACES BY THEMING CONTRACTOR. 8. PAINT EXISTING BOXES WITH NEW THEME COLOR 9. EXISTING RAILING TO BE PAINTED NEW THEME COLOR 10. EXISTING METAL ROOFING TO BE PAINTED NEW THEME COLOR E ~D 0 N l-o LU '""")_ NOT FORBID NOTFOR CONSTRUCTION DATE: PROJECT NAME: 0 o::'. a.. PROJECT 2020 ACTIVITIES BUILDING 0 2· 4' 8' L■ : SCALE: 1/4" = 1'-0" 1 0 (") ~c 0 I 00 ..... 0 N 1 LEGOLAND DR. CARLSBAD, CA 92008 a., _________ _ 0 0 -t--..... 0 0 I 00 ..... 0 N a.. 0 U) o::'. 0 u.. ~ B LUA > LU o::'. '"O C ISSUED DATES: MARK DATE DESCRIPTION DR.BY: NKS QAL: NP CHKD. BY: SJB QAM:SJB DATE: 01/11/19 SCALE: 1/4" = 1'-0" PROJ. NO.: 17-187.4 DWGTITLE: EXTERIOR ELEVATIONS PROPOSED N __________ _ DWG.No.: SD A-705 ------- " 0 S. 0 ~ 0 0 0 lE rn I ~ _Q 0 C 0 -· ------- G F F D B A 1 i---- 2 3 2 3 $ + 25'-5 112" TIO ELEMENT $ + 15'-8 1/2" BIO ELEMENT 4 5 >--- $ + 11'-6" V.I.F. ROOF BEARING HGT. $ + 8'-1" V.I.F. _ TIO ARCH $ 0'-0" V.I.F. FINISH FLOOR 8 )----- L 5 6 9 7 2 >--- 3 >-~- 6 ----< 2 6 7 + 25'-5 1/2" ~ TIO ELEMENT ---{5 + 15'-8 1/2" B/O ELEMENT ~ + 11'-6" V.I.F. ~ ROOF BEARING HGT. + 8'-1" V.I.F. ~ T/OARCH 8 0'-7" V.I.F. ~ TIO STEP / 0'-0" V.LF. ~ FINISH FLOOR 7 8 9 8 9 10 GENERAL NOTES • • • • • STRUCTURE IS EXISTING AND SCOPE OF WORK IS LIMITED TO AESTHETIC IMPROVEMENTS UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE TO FACE OF FRAMING OR MASONRY. THIS STRUCTURE HAS BEEN PREVIOUSLY PERMITTED. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS G PRICE ALTERNATE LEAVE EXISTING EXTERIOR BATTEN (WOOD SIDING) AND - PAINT OR OVER EXTERIOR I PATCH AND REPAIR. SHEET NOTES 1. PREPARE EXISTING PANEL SIDING FOR THEME PAINTING AND GRAPHICS, TYP. 2. NEW FACADE THEME WALL TO EXTEND F BEYOND TOP OF EXISTING GABLE END WALL. APA 5/8" MEDIUM DENSITITY OVERLAY (MOO) PLYWOOD, AA, 48"x96" ATTACH TO STEEL FRAMING WITH SELF-DRILLING BUGLE-HEAD SCREWS TO BE FLUSH WITH SURFACE. INSTALL AND PREPARE PLYWOOD SURFACE FOR THEME PAINT AND/OR GRAPHICS. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION, FASTENER PLACEMENT, AND STEEL GAUGE. 3. NEW LEGO MANSARD ROOF BY THEMING CONTRACTOR 4. NEW LIGHTING FIXTURES BY OWNER. SOP 2018-0017/CDP 2018-0043 (DEV2018-0163) WVB-ROI (architecture) ROI SOLUTIONS. 110 South Kentucky Avenue Lakeland, Florida 33801 863.687.3573 wmb-roi.com Corp. Lie. No.AAC001165 CONSULT ANTS: 5. NEW LEGO DIAMOND AND ATTACHMENTS BY THEMING CONTRACTOR E SEAL: STEVEN J. BOYINGTON, CA, License No. C 37040 6. NEW SIGNAGE, TO BE DESIGNED BY OTHERS 7. NEW MILL WORK FOR BUILDER WORK SURFACES BY THEMING CONTRACTOR. 8. PAINT EXISTING BOXES WITH NEW THEME COLOR 9. EXISTING RAILING TO BE PAINTED NEW THEME COLOR 10. EXISTING METAL ROOFING TO BE PAINTED NEW THEME COLOR oo N 0 N l-o w ...,_ NOT FORBID NOTFOR CONSTRUCTION DATE: PROJECT NAME: 0 a: a.. PROJECT 2020 ACTIVITIES BUILDING 0 2' 4' 8' SCALE: 1/4" = 1'-0" 10 C"') ~c 0 I 00 ,.- 0 N 1 LEGOLAND DR. CARLSBAD, CA 92008 a,_ _________ _ 0 0 -I'--- ,.- 0 0 I 00 ,.- 0 N a.. 0 Cl) a: 0 LL B ~ ~A > w a: "C C ISSUED DATES: MARK DATE DESCRJ PTION DR.BY: NKS QAL: NP CHKD.BY: SJB QAM: SJB DATE: 01/11/19 SCALE: 114"; 1'-0" PROJ.NO.: 17-187.4 DWGTITLE: EXTERIOR ELEVATIONS PROPOSED N __________ _ DWG.No.: SD A-706 0 , § 0 F E D C B A 1 2 3 1 2 3 4 5 6 7 A 0 ~.~~~I.ING FLOOR PLAN L 5 6 7 8 (1) SIM. 8 9 1 0 GENERAL NOTES • STRUCTURE IS EXISTING AND SCOPE OF WORK IS LIMITED TO EXTERIOR AESTHETIC IMPROVEMENTS • UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE TO FACE OF FRAMING OR MASONRY. • THIS STRUCTURE HAS BEEN PREVIOUSLY PERMITTED. • CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS SHEET NOTES 0 1. SCOPE IS LIMITIED TO AESTHETIC EXTERIOR IMPROVEMENTS; SEE EXTERIOR ELEVATIONS FOR MORE INFORMATION 2. SEE CIVIL DRAWINGS FOR SITE IMPROVEMENTS 0 2' 4' r• SCALE: 1/4" = 1'-0" 9 4n !U G F E C C B A 8' SDP 2018-0017/CDP 2018-0043 (DEV2018-0163) WVB-ROI (architecture) ROI SOLUTIONS. 110 South Kentucky Avenue Lakeland, Florida 33801 863.687.3573 wmb-roi.com Corp. Lie. No. AACOOl 165 CONSULTANTS: NOT FORBID NOTFOR CONSTRUCTION DATE: PROJECT NAME: PROJECT 2020 EXISTING RETAIL 1 LEGOLAND DR. CARLSBAD, CA 92008 ISSUED DATES: - MARK DATE DESCRIPTION DR.BY: NS QAL: NP CHKD.BY: SJB QAM:SJB DATE: 01/11/19 SCALE: 1/4"; 1'-0" PROJ. NO.: 17-187.5 DWGTITLE: FLOOR PLAN EXISTING RETAIL BUILDING DWG.No.: SD A-707 0 0 -0 1 $+20'-0"V.I.F. ___ _ T/OROOF ., + 15'-10" V.1.F. ____ _ "'EAVE HEIGHT G + 14'-0" V.I.F. $ TIO EXTERIOR -w-A-LL-- +8'-6" V.I.F. $TIO OPENING - + 7'-2" V.I.F. $BIOAWNING ~----~---1 F E $ + 0'-0" V.I.F. __FINISH GRADE FIN. FLOOR 152.16FS (SEE CIVIL) $+20'-0"V.1.F. ___ _ T/OROOF- + 15'-10" V.1.F. $EAVE HEIGHT - + 14'-0" V.I.F. $TIO EXTERIOR W-AL_L __ 2 3 L 5 6 ------{ 1 ------{ 4 I, '---1 5 0 ~.~~~HWEST EXISTING (ST~qEfRONT WINDOW) ELEVATION __,---\ 3 ------{ 4 ~---< 2 ] + 0'-0" V.I.F. $FIN. FLOO ;f FIN~:sH~-~G~RA~D~E:_C=:E'.:'.:'.:'.:='.:'.:'.::l=:=:t:='.::::l:===~~=±==d=~~:E=::I'.'.:'.:'.:'.:='.:'.:'.:'.:l ______________________ J (SEE CIVIL) NORTHWEST EXISTING ENTRY ELEVATION 114• = 1'-0" ., + 20'-0" V :!£. ___ _ "' TIO ROOF ~--{ 3 $ + 15'-10"V.I.F. ____ _ EAVE HEIGHT B + 7'-2" V.I.F BIO CANOPY ;f ;f ;f ;f ;f ;f ;f ;f ;f ;f ] ;f ;f ;f ;f ;f ;f ;f $ + 0'-0" V.I.F i,P; FINISH GRADE FIN. FLOO 152.16FS (SEE CIVIL) NORTHEAST EXISTING ENTRY ELEVATION 1/4" = 1'-0" 1 2 3 ~--~-----,------------ ;f ;f ;f L + 20'-0" V.I.F. $TIO ROOF ----- $ + 15'-10" V.I.F. EAVE HEIGHT ---- + 14'-0" V.I.F. $TIO EXTERIOR W_AL_L __ -----< 1 ----\ 4 +7'-0"V.I.F. $TIO DOOR ----\ 2 + 0'-0" V.I.F. $FIN. FLOO FINISH GRADE 152.16FS (SEE CIVIL) 5 - --- -- ~ , ' 6 - -- 7 8 ---- "/ " ~ - ii I II / / / t ___ --- ;f 0 ~.~~.:.HEAST EXISTING ELEVATION 7 8 9 10 GENERAL SHEET NOTES • STRUCTURE IS EXISTING AND SCOPE OF WORK IS LIMITED TO AESTHETIC IMPROVEMENTS • UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE TO FACE OF FRAMING OR MASONRY. • THIS STRUCTURE HAS BEEN PREVIOUSLY PERMITTED. • CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS SHEET NOTES Q 1. EXISTING STUCCO CLADDING AND APPLIED VINYL GRAPHICS TO NEW THEME COLOR SCHEME, TYP .. 2. EXISTING STOREFRONT WINDOWS TO REMAIN, lYP .. G 3. EXISTING METAL ROOF TO BE PAINTED TO NEW THEME COLOR SCHEME. F 4. EXISTING METAL AWNINGS TO BE REPAINTED TO NEW COLOR SCHEME, lYP. 5. EXISTING STOREFRONT GLASS DOORS TO REMAIN, TYP. 6. EXISTING DOORS TO REMAIN AS IS. PATCH AND REPAIR AS NEEDED E ~D 0 N l-o w --,_ SOP 2018-0017/CDP 2018-0043 (DEV2018-0163) V\lVB-ROI (architecture) ROI SOLUTIONS. 110 South Kentucky Avenue Lakeland, Florida 33801 863.687 .3573 wmb-roi.com Corp. Lie. No. AAC001165 CONSULT ANTS: NOT FORBID NOTFOR CONSTRUCTION DATE: PROJECT NAME: 0 0::: a.. PROJECT 2020 ACTIVITIES BUILDING 3 C'? ~c 0 i co ..... 0 N 1 LEGO LAND DR. CARLSBAD, CA 92008 ~ ~~ a_ _________ _ 0 0 - ISSUED DATES: I II 4 -- C -----, ;f ;f ;f 2 ;f ]ff ----------;f ;f -;f ;f ;f 0 2' 4' 8' SCALE: 1/4" = 1'-0" 9 10 1 4 2 5 t---..... 0 0 I co ..... 0 N a.. 0 (/) 0::: 0 LL $ B LUA > LU er: "'O C MARK DATE DESCRIPTION DR.BY: NS QAL: NP CHKD. BY: SJB QAM:SJB DATE: 01/11/19 SCALE: 114" = 1 '-0" PROJ. NO.: 17-187.4 DWGTITLE: EXISTING RETAIL ELEVATIONS N ___________ _ DWG.No.: SD A-708 ------------ 0 0 ~ § 0 0 @ G F E D C B A $+ 20'-0" VJF TIO ROOF ---- + 15'-10" V.I.F. $EAVE HEIGHT ----- $ + 7'-0" V.I.F. _ --+- TIO DOOR 2 3 4 5 6 ff ff ff ff ff ff ff + 0'-0" V.1.F. FINISH GRADE $FIN. FLOOR 1'.:;;5;;;2_c,:;16""F;:,:S=L---'------'---------'---.,_--__._---'---------------------"~~------------~~~--~--------~-~ {SEE CIVIL) SOUTHEAST EXISTING STOREFRONT ELEVATION 1/4" = 1'-0" $ + 20'-0" VJf. TIO ROOF ---- + 15'-10" V.I.F. $EAVE HEIGHT----- + 14'-D" V.I.F. $TIO EXTERIOR WALL + 7'-2" V.I.F. ~BIO AWNING -- L-----riH~ 2 -$;+ 0'-0" V.I.F. FINISH GRADE FIN. FLOOR 152.16FS (SEE CIVIL) 0~.~~.:.H EXISTING ELEVATION 2 3 L 5 6 ------------------------- 7 8 9 -------1 ---<,4 2 7 8 9 1 0 GENERAL SHEET NOTES • STRUCTURE IS EXISTING AND SCOPE OF WORK IS LIMITED TO AESTHETIC IMPROVEMENTS SOP 2018-0017/CDP 2018-0043 (DEV2018-0163) W\13-ROI (architecture) • UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE TO FACE OF FRAMING OR MASONRY. G • THIS STRUCTURE HAS BEEN PREVIOUSLY PERMITTED. • CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS SHEET NOTES Q 1. 2. 3. 4. 5. EXISTING STUCCO CLADDING AND APPLIED VINYL GRAPHICS TO NEW THEME COLOR SCHEME, TYP .. EXISTING STOREFRONT WINDOWS TO REMAIN, TYP .. EXISTING METAL ROOF TO BE PAINTED TO NEW THEME F COLOR SCHEME. EXISTING METAL AWNINGS TO BE REPAINTED TO NEW COLOR SCHEME, TYP. EXISTING DOORS TO REMAIN AS IS. PATCH AND REPAIR AS NEEDED. ROI SOLUTIONS. 110 South Kentucky Avenue Lakeland, Florida 33801 863.687 .3573 wmb-roi.com Corp. Lie. No. AAC001165 CONSULTANTS: t::_-------------SEAL: STEVEN J. BOYINGTON, CA, License No. C 37040 0 2' 4• 8' SCALE: 1 /4" = 1 '-0" /: 0 !U oo N 0 N l-o w J_ NOT FORBID NOTFOR CONSTRUCTION DATE: PROJECT NAME: 0 0::: CL PROJECT 2020 ACTIVITIES BUILDING CV) ""-i"0 00 0 I co T"" 0 N 1 LEGOLAND DR. CARLSBAD, CA 92008 CL __________ _ 0 0 -I'--- T"" 0 0 I co T"" 0 N CL 0 (/) 0::: 0 LL s B WA > w 0::: ""O C N ISSUED DATES: MARK DATE DESCRIPTION DR.BY: NS QAL: NP CHKD. BY: SJB QAM:SJB DATE: 01/11/19 SCALE: 114" = 1'-0" PROJ. NO.: 17·187.4 DWGTITLE: EXISTING RETAIL ELEVATIONS DWG.No.: SD A-709 a· $. = 0 "· i 0 g G F ' [_ D C + 20'-0" V.I.F. $ TIO ROO ---- ~ 0 ,,. + 14'-0" v.~ .. "-$ TIO EXTE RW~A_L_L __ "-g· 0 2 }---__/ A ~ ..,+ 0'-0" V.I.F. FINISH GRADE "'FIN. FLOOR 152.16FS 1 1 2 3 + 20'-0" V.I.F. $TIO ROOF----- + 19'-2" $TIO SIGN- + 14'-0" V.1.F. $TIO EXTERIOR WALL 11 >----- $ + 0'-0" V.I.F. _!:!NISH GRADE FIN. FLOOR 152.16FS $ + 20'-0" V.I.F. TIO ROOF + 19'-2" $TIO SIGN- (SEE CIVIL) $ + 14'-0" V.I.F. TIO EXTERIOR WALL $ + 0'-0" V.I.F. FIN.FLOOR FINISH GRADE 152.16FS (SEE CIVIL) NORTHEAST EXISTING ENTRY ELEVATION 1/4""' 1'-0" 2 j 4 5 0 ;,:.~~~ ELEVATION 9 4 0 ~.~~:.HWEST (ENTRY) ELEVATION + 20'-0" V.I.F. $TIO ROOF - + 19'-2" $TIO SIGN- + 14'-0" V.1.F. $TIO EXTERIOR WALL +7'-0" V.1.F. $TIO DOOR ---- $ + 0'-0" V.1.F. FINISH GRADE FIN. FLOOR 152.16FS (SEE CIVIL) 6 7 9 7 .,,----{ 3 6 7 8 ~---< 3 ·---------------------■••· ·--------------------■ ---·----·-----_,_ ---- 8 9 9 10 GENERAL SHEET NOTES • • • STRUCTURE IS EXISTING AND SCOPE OF WORK IS LIMITED TO AESTHETIC IMPROVEMENTS UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE TO FACE OF FRAMING OR MASONRY. THIS STRUCTURE HAS BEEN PREVIOUSLY PERMITTED. • CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS SHEET NOTES Q 1. EXISTING STUCCO CLADDING AND APPLIED VINYL GRAPHICS TO NEW THEME COLOR SCHEME, TYP .. 2. EXISTING STOREFRONT WINDOWS TO REMAIN, TYP .. r, \__] SOP 2018-0017/CDP 2018-0043 (DEV2018-0163) V\l\13-ROI (architecture) ROI SOLUTIONS. 110 South Kentucky Avenue Lakeland, Florida 33801 863.687.3573 wmb-roi.com Corp. Lie. No. AAC001165 CONSULTANTS: 3. EXISTING METAL ROOF TO BE PAINTED TO NEW THEME COLOR SCHEME. F 4. EXISTING METAL AWNINGS TO BE REPAINTED TO NEW COLOR SCHEME, TYP. 5. EXISTING STOREFRONT GLASS DOORS TO REMAIN, TYP. 6. EXISTING DOORS TO REMAIN AS IS. PATCH AND REPAIR AS NEEDED. 7. NEW EPS MOULDING CORNICE WITH PROTECTIVE SMOOTH COAT LAYER PAINTED TO MATCH COLOR SCHEME 8. 25X LEGO PATTERN PAINTED TO NEW THEME COLOR SCHEME. 9. NEW FACADETHEMEWALLATTACHEDTOTOPOF PARAPETWALLAPAS/8" MEDIUM DENSITY OVERLAY (MOO) PLYWOOD,AA,48''x96" ATTACH TO STEEL FRAMING WITH SELF-DRILLING BUGLE-HEAD SCREWS TO BE FLUSH WITH SURFACE. INSTALLAND PREPARE PLYWOOD SURFACE FOR THEME PAINT AND/OR GRAPHICS. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION, FASTENER PLACEMENTS, AND STEEL GAUGE. 10. FAUX LEGO WINDOW APPLIED TO FACE OF EXISTING STUCCO CLADDING, BY THEME CONTRACTOR. 11. NEW SIGNAGE BY THEMING CONTRACTOR. --------f 9 ----~7 1 0 2' 4' 8' SCALE: 1/4" = 1'-0" 1 0 L---------sEAL: STEVEN J. BOYINGTON,CA. LicenseNo.C37040 oo N 0 N l-o w NOT FORBID NOTFOR CONSTRUCTION DATE PROJECT NAME: -.,_ 0 ~ Cl. ("l) ~c 0 I co ..... 0 N PROJECT 2020 ACTIVITIES BUILDING 1 LEGOLAND DR. CARLSBAD, CA 92008 (L ___________ _ 0 0 -r,..., ..... 0 0 I co ..... 0 N Cl. 0 (j) ~ 0 Li.. $ B WA > w ~ ""O C N ISSUED DATES: MARK DATE DESCRIPTION DR.BY: NS QAL: NP CHKD.BY: SJB QAM:SJB DATE: 01/11/19 SCALE: 114" = 1'-0" PROJ. NO.: 17-187.4 DWGTITLE: PROPOSED RETAIL ELEVATIONS DWG.No.: SD A-710 e. , g 0 0 g Q g 3 g_ t § F E D C ., + 20'-0" V :!£. ___ _ c, TIO ROOF-- + 19'-2" $TIO SIGN- ~ a g-+ 14'-0" V.!,f>\_ ;l. $ TIO EXTEFzjpR WALL ~ 0 0 2 }--~ A 1 1 -7 2 ., + 20'-0" V.I.F. ___ _ "'TIO ROOF + 19'-2" $TIO SIGN- + 14'-0" V.1.F. $TIO EXTERIO_R_W_AL_L __ 3 11 )--- 4 $ +8'-6" V.I.F. _ TIO OPENING $;,6-!~~G _ _._ _____ _ $ + 0'-0" V.I.F . ..£1NISH GRADE FIN. FLOOR 152.16FS (SEE CIVIL) $ + 20'-0" V.1.F. TIO ROOF + 19'-2" $TIO SIGN- + 14'-0" V.I.F. $TIO EXTERIOR WALL +8'-6" V.I.F. $TIO OPENING $+7'-2"Vc!!', BIO AWNING $ + 0'-0" V.1.F. FIN. FLOOR FINISH GRADE 152.16FS (SEE CIVIL) NORTHEAST EXISTING ENTRY ELEVATION 1/4" = 1'-0" 2 3 4 5 0 ~-~~: ELEVATION ---------( 9 __..---( 7 1 8 4 0 ~.~~:HWEST (ENTRY) ELEVATION $ + 20'-0" V.I.F. _ TIO ROOF + 14'-0" V.I.F. $TIO EXTERIOR WALL $ +7'-0" V.I.F. _ TIO DOOR $ + 0'-0" V.I.F. FIN.FLOOR FINISH GRADE 152.16FS (SEE CIVIL) 5 6 ----i 9 6 7 8 -------<3 ·---------------------■-·-----------------------· ·-·-·-·----·---------~ --~ -. -- 0~.?=~,:.HEAST ELEVATION 7 8 9 9 1 0 GENERAL SHEET NOTES • STRUCTURE IS EXISTING AND SCOPE OF WORK IS LIMITED TO AESTHETIC IMPROVEMENTS • UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE TO FACE OF FRAMING OR MASONRY. • THIS STRUCTURE HAS BEEN PREVIOUSLY PERMITTED. • CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS SHEET NOTES Q 1. EXISTING STUCCO CLADDING AND APPLIED VINYL GRAPHICS TO NEW THEME COLOR SCHEME, TYP .. 2. EXISTING STOREFRONT WINDOWS TO REMAIN, TYP .. 3. EXISTING METAL ROOF TO BE PAINTED TO NEW THEME COLOR SCHEME. 4. EXISTING METAL AWNINGS TO BE REPAINTED TO NEW COLOR SCHEME, TYP. 5. EXISTING STOREFRONT GLASS DOORS TO REMAIN, TYP. 6. EXISTING DOORS TO REMAIN AS IS. PATCH AND REPAIR PS NEEDED. 7. NEW EPS MOULDING CORNICE WITH PROTECTIVE 8. 9. SMOOTH COAT LAYER PAINTED TO MATCH COLOR SCHEME 25X LEGO PATTERN PAINTED TO NEW THEME COLOR SCHEME. NEWFACADETHEMEWALLATTACHEDTOTOPOF PARAPET WALL APA SIB" MEDIUM DENSITY OVERLAY (MOO) PLYWOOD,AA,48"x96" ATTACH TO STEEL FRAMING WITH SELF-DRILLING BUGLE-HEAD SCREWS TO BE FLUSH WITH SURFACE. INSTALL AND PREPARE PLYWOOD SURFACE FOR THEME PAINT AND/OR GRAPHICS. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION, FASTENER PLACEMENTS,AND STEEL GAUGE. 10. FAUX LEGO WINDOW APPLIED TO FACE OF EXISTING STUCCO CLADDING, BY THEME CONTRACTOR. 11. NEW SIGNAGE BY THEMING CONTRACTOR. ----------< 9 0 2' 4' 8' SCALE: 1/4" = 1 '-0" 10 G F SDP 2018-0017/CDP 2018-0043 (DEV2018-0163) WVB-ROI (architecture) ROI SOLUTIONS. 110 South Kentucky Avenue Lakeland, Florida 33801 863.687 .3573 wmb-roi..com Corp. Lie. No. AAC001165 CONSULTANTS: E-------------sEAL: STEVEN J. BOYINGTON, CA. License No.C 37040 oo N 0 N 1-u w -,_ NOT FORBID NOTFOR CONSTRUCTION DATE, PROJECT NAME: 0 0::: 0.. PROJECT 2020 ACTIVITIES BUILDING C") ~c 0 I 00 ,.... 0 N 1 LEGO LAND DR. CARLSBAD, CA 92008 Q.. __________ _ 0 u -t----,.... 0 0 I 00 ,.... 0 N 0.. 0 (j) 0::: 0 LL ?; B WA > w 0::: "'O C: N ISSUED DATES: MARK DATE DESCRIPTION DR.BY: NS QAL.c NP CHKD.BY: SJB QAM:SJB DATE: 01/11/19 SCALE: 1/4" = 1 '-0" PROJ. NO.: 17-187.4 DWGTITLE: PROPOSED RETAIL ELEVATIONS DWG.No.: SD A-711 0 0 ~ G F E D C B 1 + 20'-2" V.I.F. $TIO PARAPET - + 14'-0" V.I.F. $TIO PARAPET ___ _ $+8'-11"V.I.F. TIO INSET WALL $+6'-B"V.I.F'-___ _ TIO DOOR $ + 0'-0" V.I.F. _ FIN. FLOOR - co <( w z ::J I 0 !;;: ::E ' MATCH LINEA MATCH LINE B +20'2"VIF $TIO PARAPET -- + 15'-4" V.I.F. $TIO ROOF $ + 0'-0" V.I.F. FIN. FLOOR 1 l -- 2 3 4 ' ' I I ' ' - 2 3 L1. I 5 6 7 8 ' ' 1A EAST EXISTING ELEVATION MATCH LINE A 114• = 1'-0" ---- I I I II I 11 EAST EXISTING ELEVATION MATCH LINE B 1B • " -' " 1/4 1--0 -- --I I 0~.~~-~-H EXISTING ELEVATION 5 6 7 8 ' - !D <( w z ::J I 0 !.: ::E MATCH LINEA MATCH LIN - + 20'-2" V.I.F. -TIO ROOF EDGE lj, + 15'-4-"V.I.F. TIO ROOF EDGE lj, + 10'-4" V.1.F. TIO ROOF r;j!, + 0'-0" V.I.F. r;j!, F.F. -- -- 9 EB 9 10 GENERAL NOTES , STRUCTURE IS EXISTING AND SCOPE OF WORK IS LIMITED TO AESTHETIC IMPROVEMENTS OF EXTERIOR AND INTERIOR BUILD-OUT • UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE TO FACE OF FRAMING OR MASONRY. • THIS STRUCTURE HAS BEEN PREVIOUSLY PERMITTED. • CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS - - - - 0 2' 4' + 20'-2" V.I.F. =r1~0 ROOF EDGE "" + 15'-4" V.I.F. TIOROOF EDGE lj, + 14'-0" V.I.F. T IOI ROOF EDGE lj, + 0'-0" V.I.F. FIN. FLOOR lj, 8' SCALE: 1/4" = 1'-0" 1 0 SDP 2018-0017/CDP 2018-0043 (DEV2018-0163) r v F E ~D 0 N l-o UJ -:)_ 0 0:: 0.. M ~c 0 I co ~ 0 N W\13-ROI (architecture) ROI SOLUTIONS. 110 South Kentucky Avenue Lakeland, Florida 33801 863.687.3573 wmb-roi.com Corp. Lie. No.AAC001165 CONSULTANTS: NOT FORBID NOTFOR CONSTRUCTION DATE: PROJECT NAME: PROJECT 2020 DOWNTOWN 1 LEGOLAND DR. CARLSBAD, CA 92008 o_ ___________ _ 0 u -I'- ~ 0 0 ! co ~ 0 N 0.. 0 (I) 0:: 0 LL B $ ~A > UJ 0:: "'O C ISSUED DATES: MARK DATE DESCRIPTION DR.BY: RVD QAL: NP CHKD.BY: SJB QAM: SJB DATE: 01/11/19 SCALE: 114" = 1 '-0" PROJ. NO.: 17-187.6 DWGTITLE: EXISTING ELEVATIONS N ____________ _ DWG.No.: SD A-712 g-g 3 rn ,,_ 0 0 0 Q 0 = 5' i g 0 0 0 0 0 _g 8' g; 0 0 n @ + 20'-2" V.I.F. $TIO ROOF EDGE - $~1~~~~~-~DG-E - G + 15'-4" V.I.F. $TIO ROOD EDG~E - <> + 14'-0" V.I.F. _ "'TIO WALL "'+8'-11" V.I.F. -"'TIO STRUCTU~RA=L~P $ + 7'-80" V.I.F. _ TIO FENCE F $ + 0'-0" V.I.F. FIN. FLOOR + 20'-2" V.1.F. $ TIO ROOF EDGE E .., + 15'-4" V.1.F. "' TIO ROOFEDG=E D $ + 0'-0" V.I.F. FIN. FLOOR C 8 A OST 1 -- --- --- -~ > --- f-- a, < w z ::; :r: 0 !:;: :;; C MATCH LINEA MATCH LINE B -·----,------------·-----,------, 2 - C 2 3 LL I 5 6 7 -----I ----- ---- r- ~ -~ □ ;= 0 NORTH EXISTING ELEVATION 1/4" = 1·-0· -- WEST EXISTING ELEVATION MATCH LINE A 1/4" = 1'-0" " ------r -- 0 WEST EXISTING ELEVATION MATCH LINE B ZB 11•". ,._,. 3 4 5 6 7 ----------·-----------------··-------------- 8 " 8 C MATCH LINEA + TIO __ 20'-2" V.1.F. -, ROOF EDGE TIO + 16'-8" V.I.F. -, ROOF EDGE + TIO 1J.'.-8" V.1.F. -, BAY DOOR - + r 10'-8" V.I.F . .', IOCANOPY + 6'-8" V.1.F . .', TIO DOOR + 0'-0" V.I.F . .', FIN. FLOOR 9 "' < w z ::; I 0 f-<( :;; MATCH LINE B 9 - I -- -- GENERAL NOTES 10 + 16'-8" V.I.F. TIO ROOF EDGE -' + 10'-4" V.I.F. -TIO OPENING -' + 6'-8" V.I.F. -, T/ODOOR + 0'-0" V.I.F. -, FIN. FLOOR • STRUCTURE IS EXISTING AND SCOPE OF WORK IS LIMITED TO AESTHETIC IMPROVEMENTS OF EXTERIOR AND INTERIOR BUILD-OUT • UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE TO FACE OF FRAMING OR MASONRY. • THIS STRUCTURE HAS BEEN PREVIOUSLY PERMITTED. • CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS 0 2' 4' 8' SCALE: 1/4" = 1'-0" 1 0 ------------- F SDP 2018-0017/CDP 2018-0043 (DEV2018-0163) W\13-ROI (architecture) ROI SOLUTIONS. 110 South Kentucky Avenue Lakeland, Florida 33801 863.687.3573 wmb-roi.com Corp. Lie. No. AAC001165 CONSULTANTS: E-------------SEAL: STEVEN J. BOYINGTON, CA, License No. C 37040 ~c 0 N l-o w -,_ 0 er: a.. C"') ~c 0 I 00 ~ 0 N NOT FORBID NOTFOR CONSTRUCTION DATE: PROJECT NAME: PROJECT 2020 DOWNTOWN 1 LEGOIAND DR. CARLSSAD, CA 92008 (L ___________ _ 0 () -I'-,. ~ 0 0 ' 00 ~ 0 N a.. 0 Cf) er: 0 LL B s WA > w er: "'O C ISSUED DATES: MARK DATE DESCRIPTION DR.BY: RVD QAL: NP CHKD.BY: SJB QAM:SJB DATE: 01/1V19 SCALE: 114" = 1'-0" PROJ. NO.: 17-187.6 DWGTITLE: EXISTING ELEVATIONS N ____________ _ DWG.No.: SD A-713 ~ e. ? Q_ ~- 0 0 p e G F L D C B A 1 / V ' / " V t-, u.: ... ~ _, _; ' "' -I "'> I V i = u.: ~ . ' -r,, 2 3 ' ! }-----~-~.,.,: --:::}i / 9'-1" / 4 P.O.S. P.0.S. 2 8'-5" / / 42',4" B A-401 D PHOTO RETAILA A 16'-8" 5 PHOTO OP 102 . EXPO ED STRUClr. ABV. / o• i /VERIFY EXACT .01MENSION llil Fl . D --,L,1.-----,l_--""-•'.)""-"-"N_F_LR __ ---7""----'----,,'-------->,l,-----P ,/ ./ 0 _J / /,.///" I "':c----°_,_ / .. ·-·-··--···-···············''···•----···---' i -'-1 .. //// /// 1 2 --------------·-··· // // // ,// ,/'/ ✓EXISTING STORA / 54'-0" / EXPOSED / / // // // / / / / +-1' " FIN. FLR. //' __ / ----_L // _/- 4 5 6 r··-·---, 0-0· EXISTING FIN R I~ ... - \ \ ?,:"VERIFY / 8'-1,,'V VERIFY•lN FIELD /" // // / /~ / 6 . " _I q ·. 1 ;:"::,.----'~..,.----->\ I\ ' 5 \ /\ 0 7 7 OUTDOOR QUEUE AREA 100 8 9 TYP 8 9 10 SHEET NOTES 0 1. ALUMINUM QUEUE RAILINGS W/ YELLOW POWDER COAT FINISH 2. EXISTING BACK-OF-HOUSE CONCRETE WALK TO REMAIN 3. DOUBLE CASH WRAP, MILLWORK TO BE PROVIDED AND INSTALLED BY OWNER 4. (4) WALL-MOUNTED T.V. SCREENS. G POWER/DATA OUTLETS FOR EACH T.V. SHALL BE INSTALLED AT 78" A.F.F. CENTER LINE -FOR BOTTOM ROW 5. BACK-LIT "LEGO" -THEMED FALSE WINDOW, SET IN WALL RECESS. SEE ELECTRICAL PLANS FOR POWER REQUIREMENTS 6. NEW WALL TO MATCH EXISTING 7. STOREFRONT DOOR, REFER TO DOOR SCHEDULE 8. HALF GLASS HOLLOW METAL DOOR, REFER TO DOOR SCHEDULE 9. NEW SLAB TIED INTO EXISTING SLAB & FOOTER. 0'-0" FIN. FLR HT. 10. CONFIRM EXISTING RVALUE OF EXISTING ROOF/RIGID INSULATION, REQUIRED R VALUE= R-19 11. EXISTING DOOR TO BE REUSED IF POSSIBLE 12. WALL-MOUNTED AIR CURTAIN F 13. WALL OPENING TO MATCH EXISTING DOOR HEAD HEIGHT 14. TUBE STEEL TO TIE INTO EXISTING STRUCTURE 15. LOCKERS BY OWNER INSTALLED BY CONTRACTOR 16. MOUNTED POSTERS, BY THEMING CONTRACTOR 17. PRIVACYCURTAIN WALL TYPE LEGEND NEW FACADE THEME WALL. APA~• MEDIUM DENSITY OVERLAY (MDO) PLYWOOD, AA, 48"x96" ATTACH TO STEEL FRAMING WITH SELF-DRILLING BUGLE-HEAD SCREWS TO BE FLUSH w/ SURFACE. INSTALL AND PREPARE PLYWOOD SURFACE FOR THEME E PAINT AND/OR GRAPHICS. SEE STRUCTURAL DRAWINGS FOR MO'° D INFORMATION, FASTENER '('.'\J PLACEMENT, AND STEEL GAUGE. 0 N 10'-0" TALL INTERIOR WALL, 3-5/8" c;RS STUDS @24" 0.C., w/ 5/8" GYPSUM t- WALLBOARD ON BOTH SIDES. U INTERIOR WALL, 3-5/8" CRS STUDS~ 16" O.C .. w/ 5/8" GYPSUM WALLBOAR - ON BOTH SIDES & R-13 BATT INSULATION UP TO 10'-0" TALL 0::: INTERIOR. [362S125-30] 0,_ DOUBLE METAL STUD TO MATCH ADJACENT WALL w/ R-13 BATT INSULATION, PLYWOOD & STUCCO{'() FINISH TO MATCH EXISTING. -.;t oC METAL STUD TO MATCH ADJACENO WALL w/ R-13 BATT INSULATION &GYf' WALLBOARDS ON BOTH SIDES TO CO MATCH EXISTING ~ INTERIOR WALL, 3 5/8" CRS STUDS Q 24" O.C. ON EXISTING SLOPING cu~ SOP 2018-0017/CDP 2018-0043 (DEV2018-0163) v\M3-ROI (architecture) ROI SOLUTIONS. 110 South Kentucky Avenue Lakeland, Florida 33801 863.687.3573 wmb-roi.com Corp. Lie. No. AAC001165 CONSULT ANTS: NOT FORBID NOTFOR CONSTRUCTION DATE: PROJECT NAME: PROJECT 2020 DOWNTOWN 1 LEGOLAND DR. CARLSBAD, CA 92008 w/ 5/8" GYPSUM WALLBOARD ON B~ SIDES & R-13 BATT INSULATION TO ---------------- 0 10'-0" TALL INTERIOR. [362S125-43] 0 2' 4' 8' u ~ 0 0 I co ~ 0 N a.. 0 (/) 0::: 0 u... B s !:J:! A > w 0::: "O C: ISSUED DATES: 1/8/19 MARK DATE DR. BY: MM CHKD. BY: SJB DATE: 01/11/19 SCALE: 1/4" = 1'-0" PROJ. NO.: 17-187.6 DWGTITLE: SCHEMATIC FLOOR PLAN MERLIN COMMENTS DESCRIPTION QAL: NP QAM:SJB r• SCALE: 1/4" = 1'-0" N ____________ _ DWG.No.: 10 SD A-714 0 _o • 0 " ~ 0 g 3 :l. a G E D C B A 1 2 29'-2" s' TIO BILLBOARD--~ \_ _____ -------------- 17'-10" ~--------------TIO BILLBOARD 15'-4" "' TIO BILLBOARD ---- 8'-8" V.I.F. "' WINDOW HEAD HGT-. -- 0'-01' "' FINISH GRADE ---- 28'-9" ~TIOBILLBOAR~ -- 2 7'-0" -==. :"': $ DOOR HEAD HGT. ------------ 37'-0" "' TIO BILLBOARD --------------- 1 2 ------------------------------·-·· 1 TYP. 3 1 TYP. 4 EXTERIOR ELEVATION -NORTH ELEVATION 1/8"--1 '-0" EXTERIOR ELEVATION -EAST ELEVATION 1/8"=1'-0" EXTERIOR ELEVATION -SOUTH ELEVATION 1/8";;;.1 '-0" 3 4 5 2 6 37'-0" ------------~ T/0 BILLBOARD 19 29'-2" · ~ --TIO BILLBOARD$ _____________ ___/ 17'-10" ------------------$ T/0 BILLBOARD 6 15'-4" · ----TIO BILLBOARD$ 2 ------~ -----------------------------~ 7 7 8 THEMING ELEMENTS 0 (BY THEMING CONTRACTOR) 1. "LEGO"-THEMED FRP FALSE WINDOW, ATTACHED TO FINISHED WALL SURFACE. 2. "LEGO"-THEMED FRP PARAPET ATTACHMENT. 3. "LEGO"-THEMED FRP CURVED WINDOW SILL, ATTACHED TO FINISHED WALL SURFACE. 4. "LEGO"-THEMED FRP WINDOW SILL PLANTER, ATTACHED TO FINISHED WALL SURFACE. 5. FALSE WINDOW SET WITHIN WALL RECESS (HATCHED AREA). 6. POSTER WALL GRAPHIC w/ FRAME 7. WALL-MOUNTED SIGNAGE 8. "LEGO"-THEMED SIGNAGE MOUNTED ON ROOF 9. "LEGO"-THEMED FRP PEDIMENT, ATTACHED TO TOP OF PARAPET WALL. 10. "LEGO"-THEMED FRP WINDOW A/C UNIT 11. WINDOW ARCHWAY 12. FAUX ROOF 13. KNOCK KNOCK DOOR g 14. JOKE SHOP ROOF 15. "LEGO"-THEMED LAMPS WALL-MOUNTED 16. 3D PIPES 17. DIAMOND HEAD STUDS 18. "LEGO"-THEMED LOUVRES 19. OVERSIZED LEGO TIRE 20. PVC FAKE WINDOW 21. "LEGO"-THEMED PEDIMENTS 22. "LEGO"-THEMED PEDIMENT SIDE WITH PUCKS 23. 3D SMOKE STACKS 24. ENTRY SIGN 1 0 GENERAL SHEET NOTES • BUILDING IS EXISTING AND PREVIOUSLY PERMITTED • CONTRACTOR TO VERIFY DIMENSIONS OF EXISTING STRUCTURES IN FIELD PRIOR TO MANUFACTURING FINAL DESIGN OF BILLBOARDS • REFER TO ROOF PLAN FOR MORE INFORMATION SHEET NOTES 0 1. NEW FACADE THEME WALL. APA i" MEDIUM DENSITY OVERLAY (MDO) PLYWOOD, AA, 48"x96" ATTACH TO STEEL FRAMING WITH SELF-DRILLING BUGLE-HEAD SCREWS TO BE FLUSH w/ SURFACE. INSTALL AND PREPARE PLYWOOD SURFACE FOR THEME PAINT AND/OR GRAPHICS. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION, FASTENER PLACEMENT, AND STEEL GAUGE. 2. EXISTING STRUCTURE G F E 37'--0" --------------------------------------TIO BILLBOARD$ 29'-2" ---------------------~ T/0 BILLBOARD 19'-4" ------------~ T/0 BILLBOARD 0'-0" --FINISH GRADE$ ~D 0 N l-o w ,_ 0 0::: a.. ('I') ~c 0 ' co ..,..... 0 N SOP 2018-0017/CDP 2018-0043 (DEV2018-0163) W\13-ROI (architecture) ROI SOLUTIONS. 110 South Kentucky Avenue Lakeland, Florida 33801 863.687.3573 wmb-roi.com Corp. Lie. No. AAC001165 CONSULTANTS: NOT FORBID NOTFOR CONSTRUCTION DATE: PROJECT NAME PROJECT 2020 DOWNTOWN 1 LEGOLAND DR. CARLSBAD, CA 92008 o._ __________ _ o 4' 8' 16' L■ i SCALE: 1/8" = 1'-0" 8 g 1 0 0 0 -r--. ..,..... 0 0 I co ..,..... 0 N 0.. 0 Cf) 0::: 0 u.. a :s; ~A > w 0::: -0 C ISSUED DATES: MARK DATE DESCRIPTION DR. BY: RVD QAL: NP CHKD.BY: SJB QAM:SJB DATE: 01/11/19 SCALE: AS NOTED PROJ. NO.: 17-187.6 DWGTITLE: PROPOSED EXTERIOR ELEVATIONS N ___________ _ DWG.No.: SD A-715 = p " 0 u r- E C C B A 1 I : ; i I ' I I i ' ' ! : ' ' ' ' : \ , I i i I ~ ' ' : i i : ' ' ] I I ' i I I / ' I i l 2 \ ----,6 2 H 1.J 0 3 I""""-·-···· I ' : I I , : i I ' : i ,~.---~ L 5 6 ALT.A-204 w 0 000 i==:;7, L----,1-----11----~11 26'-6" & ALT.A-203 ROOF PLAN -BILLBOARD LOCATIONS 5 6 7 9 I I v·-·-- 7 8 q J --------------------------------- 1 0 GENERAL SHEET NOTES • BUILDING IS EXISTING AND PREVIOUSLY PERMITTED • CONTRACTOR TO VERIFY DIMENSIONS OF EXISTING STRUCTURES IN FIELD PRIOR TO MANUFACTURING FINAL DESIGN OF BILLBOARDS AND INTERIOR BUILD-OUT • REFER TO EXTERIOR ELEVATIONS FOR MORE INFORMATION SHEET NOTES 0 1. NEW FACADE THEME WALL. AFA ~" MEDIUM DENSITY OVERLAY (MDO) PLYWOOD, AA, 48"x96" ATTACH TO STEEL FRAMING WITH SELF-DRILLING BUGLE-HEAD SCREWS TO BE FLUSH w/ SURFACE. INSTALL AND PREPARE PLYWOOD SURFACE FOR THEME PAINT AND/OR GRAPHICS. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION, FASTENER PLACEMENT, AND STEEL GAUGE. 2. EXISTING ROOF STRUCTURE 0 u F SDP 2018-0017/CDP 2018-0043 (DEV2018-0163) v\l\13-ROI (architecture) RO I SOLUTIONS. 110 South Kentucky Avenue Lakeland, Florida 33801 863.687.3573 wmb-roi.com Corp. Lie. No.AAC001165 CONSULTANTS: E SEAL: STEVEN J. BOYINGTON, CA. License No. C 37040 ',. . /, 1 0 4' 8' 16' SCALE: 1/8" = 1'-0" 10 00 N 0 N l-o w J_ 0 er: a.. ("') ~c 0 I 00 'I"""' 0 N a.. 0 u -r-... 'I"""' 0 0 d,B 'I"""' 0 N a.. 0 U) er: 0 LI.. $ w /\ -M > w a:: ""O C N NOT FORBID NOTFOR CONSTRUCTION DATE: PROJECT NAME, PROJECT 2020 DOWNTOWN 1 LEGOLAND DR. CARLSBAD, CA 92008 ISSUED DATES, MARK DATE DR.BY, RVD CH KD. BY, SJB DATE, 01/11/19 SCALE: 1/8" = 1'-0" PROJ. NO.: 17-187.6 DWGTITLE: SCHEMATIC FLOOR PLAN DESCRIPTION QAL, NP QAM,SJB DWG.No.: SD A-716 ------