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Home My WebLink AboutSDP 2021-0020; LEGOLAND PROJECT 2023; Administrative DeterminationCITY OF CARLSBAD Administrative Permit SITE DEVELOPMENT PLAN/ COASTAL DEVELOPMENT PERMIT LEGOLAND CALIFORNIA ~ Architect C, !Specht C, ---a IN COLLABORATION W/ GOREE ARCHITECTS, INC ~ SPECHT ARCHITECTS 9 5306 Middle Fiskville Rd T""" Suite A ~ Austin, TX 78751 GOREE ARCHITECTS 5151 San Felipe St Suite 1700 Houston, TX 77056 Tel: (512) 382-7938 ~ Tel: (512) 382-7938 Cl Civil Engineer Cf) CrA Ccmmerdal Development Resources Today's Ideas. Tomorrow's Rea!ity. 695 Town Center Drive, Suite 110 Costa Mesa, CA 92626 Tel: (949) 610-8997 Landscape Archnect landscape architects !DC. 571-B Hygeia Avenue, Leucadia, CA 92024 lel (760) 943-0760 CA License 2825 Structural Engineer A \TLCI ENGINEERIN~ ~ !SOLUTION, ©Copyright 2020 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 COA15 www.tlc-e11gineers.com TLC No.: 121718 1!-iliNK. LISTEN. CREATE. Mechanical, Electrical, & Plumbing Engineer exp U.S. Services Inc. t +1.407 .660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA .:,. •1:-ex______,, www.exp.com Project#: Cert of Autti: 29701 CV) C'\J 0 C'\J ._ (.) w -:, 0 cc a... Seal < -z c:: 0 LL -...I c:c u ~ C z cc ...I 0 Cl w ...I co C, C, N Cl. 0, ::, <( 2 C, C!l -"O C "' "' .0 E "' ;:: C "' ~ C, .s ,.: C 0 WJ "O C C "' ;:: 0 "' 0, 2 "' .....J "' C C, NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION Issue DEVELOPMENT PERMIT RESUBMITTAL #1 RESUBMITTAL #2 RESUBMITTAL #3 Dare 04/26/22 Hie 10/01/21 11/30/21 03/21/22 04/26/22 M,W O 4 202l / Cover Sheet G-000 ~ 2021 SpeohtArchitocts ABBREVIATIONS ADJ ADJUSTABLE FBO FINISHED BY OWNER PEMB PRE-ENGINEERED METAL BUILDING AFF ABOVE FINISHED FLOOR FF FINISH FLOOR PERF PERFORATED ALT ALTERNATE FIN FINISH PLAM PLASTIC LAMINATE ! ! ALUM ALUMINUM FL FLOOR i PLAS i PLASTER i ' APPROX APPROXIMATE FLUOR FLUORESCENT ' PLY PLYWOOD ARCH ARCHITECTURAL F.O FACE OF PT PRESSURE-TREATED ' AVG AVERAGE FOF FACE OF FINISH PTD PAINTED BTWN BETWEEN FRGWB FIRE RATED GYPSUM WALL BOARD PVC POLYVINYL CH LOR BLDG BUILDING FRMG FRAMING RAD RADIUS BLK BLOCK FS FLAME-SPREAD REF REFERENCE BLKG BLOCKING FT FOOT OR FEET REINF REINFORCEING BOT BOTTOM FTG FOOTING REQD REQUIRED BRG BEARING FURR FURRING REV REVISION OR REVISED CAB CABINET GA GAUGE i RH RIGHT HAND GER CERAMIC GALV GALVANIZE(□) RM ! ROOM CL CENTER LINE GL GLASS RO ROUGH OPENING CJ CONTROL JOINT GWB GYPSUM WALL BOARD SCHED SCHEDULE CLG I CEILING HDWR HARDWARE SF SQUARE FEET CLOS ! CLOSET HM HOLLOW METAL SECT SECTION COL COLUMN HOR HORIZONTAL SIM SIMILAR CMU CONCRETE MASONRY UNIT HT HEIGHT SPECS I SPECIFICATIONS CONC CONCRETE HVAC HEATING, VENTILATION & AIR CONDITIONING SPKR ' SPEAKER ' CONSTR CONSTRUCTION ' HWD HARDWOOD ss STAINLESS STEEL I ' CONT CONTINUOUS IGU INSULATED GLAZING UNIT ' STC SOUND TRANSMISSION COEFFICIENT I ' ' CORR CORRIDOR ' IN INCH(ES) I STL STEEL CPT CARPET INFO INFORMATION STRC STRUCTURAL cw CURTAIN WALL INT INTERIOR I TD TRENCH DRAIN ' oo DEGREE JNT I JOINT I TEL TELEPHONE ' 0 DIAMETER LAM LAMINATE TEMP TEMPORARY OIM DIMENSION LAV I LAVATORY T&G TONGUE AND GROOVE ON DOWN I LH LEFT HAND I TO TOP OF ' □TL DETAIL LTWT LIGHT WEIGHT TYP TYPICAL DWG DRAWING MAX MAXIMUM UL UNDERWRITER'S LABORATORIES EA EACH MATL MATERIAL UON UNLESS OTHERWISE NOTED ELEV ELEVATION MDF MEDIUM DENSITY FIBER BOARD VCT VINYL COMPOSITION TILE ELEC ELECTRIC(AL) MECH MECHANICAL we WATER CLOSET ENCL ENCLOSURE I MEMB MEMBRANE WO , WOOD ' EO EDGE OF MIN MINIMUM W/0 I WITHOUT EQ EQUAL MISC MISCELLANEOUS WP WATER PROOF EQUIP EQUIPMENT MTL METAL ' WRB WEATHER RESISTANT BARRIER EXIST EXISTING MULL MULLION WRGWB WATER RESISTANT GYPSUM WALL BOARD EXP EXPANSION NIC NOT IN CONTRACT ' EXT EXTERIOR NO NUMBER NTS NOTTO SCALE OAI OUTSIDE AIR INTAKE oc ON CENTER ' OPP OPPOSITE HAND OVHD OVERHEAD ! I i i GENERAL NOTES (1) A!! work sha!! conform to all applicable building, electrical, mechanical, plumbing, & lighting codes as well as all Fire Department Regulations, utility company requirements, and best trade practices. Work shall be performed by licenced trade professionals. (2) The Contractor shall coordinate all work procedures with requirements of loca! authorities and building management (3) Before commencing work, the Contractor shall file all required Certificates of Insurance, obtain all required permits, and pay all fees required by governing agencies. (4) The Contractor shall carry and maintain insurance during the period of construction. The Owner and the Architect shall be named as "additionally insured" on the comprehensive general liability policy of the Contractor and/or Subcontractor of any tier. The Contractor shall submit a certificate of insurance coverage prior to signing a contract with the Owner. (5) The Contractor shall check and verify all measurements in the field and report any discrepancies to the Architect prior to commencing work. !n the case of discrepancies betv.reen the contract documents, tile contractor shall secure instructions from the Architect before proceeding with the work affected by omissions and discrepancies. The contractor shall assume full responsibility tor proceeding wtth such work without approval if such work results in a change to the contract documents. (6) The General Character of the detailed Work is shown on the drawings. Where on any drawings a portion of Work is drawn out, all similar condiuons should be treated similarly unless otherwise noted. Minor details not usually shown or specified, but necessary for proper construction of any part of the Work shall be included as if they were indicated in the drawings. [7) Except as otherwise specifically agreed, all materials shall be new and as specified. Any substitute material must be approved by the Architect Any major discrepancy affecting the layout of the Work shall be called to the Architects attention by the Contractor. No work shall proceed until the discrepancy is rectified. (8) No part of the Work, as described in the drawings, shall be omitted, removed or altered in any way without prior consent of the Architect. (9) The Contractor shall be responsible for the protection of all conditions and materials within the proposed construction area. The Contractor shall design and install adequate shoring and bracing for all structural or removal tasks. The Contractor shall have sole responsiblity for any damage or injuries caused by or during the execution of the Work. (10) The responsibility for the safe working conditions at the site shall be the Contractor's, and the Architect and Owner shall not be deemed to have any responsibility of liability in connection therewith. Conform to all applicable OSHA rules and regulations. (11) The undertaking of periodic Site Visits by Architects and/or Engineers or Owner shall not be construed as supervision of actual construction, or make them responsible for tile safety of all persons; or make them responsible for means, methods, techniques, sequences or procedures of construction selected by the Contractor or their Subcontractors; or make them responsible for safety programs and precautions incident to the Work, or for the safe access, visit, use, Work, travel or occupancy of any person. (12) Take all necessary precautions to insure against fire during construction. Promptly remove combustible rubbish from the site and keep the proposed construction ar-ea·clean and orderly. (13) The Contractor shall lay out their own work., and shall provide all dimensions required for other trades. (plumbing, electrical, etc.) {14) Mechanical, Plumbing and Electrical work shall be performed by persons licensed in their trades, who shall arrange for and obtain inspections and required sign-offs. (15) The Contractor, upon completion of the work, shall arrange for building department inspections and sign-offs as required. (16) The Contractor shall do all cutting, patching, repairing as required to perform all of the work indicated on the drawings, and all other work that may be required to complete the Work. (17) Plans show general design arrangement. Install work substantially as indicated and verify exact location and elevations; DO NOT SCALE PLANS. (18) Care should be taken to avoid damage to all elements and finishes of new construction. Repair or replacement of damaged items shall be done at no cost to the Owner. (19) Do not use exposed fasteners unless directed by the Archrtect, accepted on shop drawings, or indicated on the Drawings. Items required to be fastened shall be through mechanical means and not only with adhesive. (20) Divide materials that cannot be fabricated or installed to the full dimension indicated into pieces only as directed by the Architect; joints of these materials or assemblies shall align with adjacent construction joints or have a modular logic. Coordinate location of seams and joints with the Architect prior to implementation. Joints and reveals shall generally align with other joints and reveals and in al! cases have logic to their placement. All trades shall coordinate and establish this aesthetic logic with the Architect prior to construction. (21) Install exposed ducts, conduit, piping, fire sprinkler heads, lighting, etc., neatly grouped, parallel, and perpendicular to the building. The results shall be a clean, consistent, and orderly, well thought out placement of an exposed work. Do not assume that any exposed items are not important to the Architect Place logically or align within or at the exterior of the building. Where an awkvvard condition exists, consult with the Architects prior to construction, and rectify and install as directed. (22) Place outlets, switches, lights, linear diffusers, signs, etc., at1he same height where located in the same space or room, aligned, with concern for alignment to the Architect's module and others' work. (23) Where fixtures, finishes, colors or material selections are not explicit in the Contract Documents, the Contractor shall contact the Architect for clarifications prior to installation. \ SYMBOL KEY (1\~7 le ~ ~-'-..__.,/ ~ ~ - (1\ e- t 1<8,1 1 + EL + 0'-0" ~ FIRST FLOOR ( +0'0") EL + 0'-0" ~"''"'""" C,"fO'lU',, VICINITY MAP PROJECT SITE' Room Name DETAIL TARGET 100 I ROOM NAME/ NO. 150 SF ELEVATION TARGET 0 COLUMN LINE SECTION TARGET Ir_--~~ CENTER LINE EXTERIOR WALL SECTION :100-1; DETAIL SECTION TARGET @ INTERIOR ELEVATION TARGET @ SPOT ELEVATION TARGET 0 .0 TARGET ELEVATION !'1 ,,, DQ □OCJ CJ I::'::; i l:-'!010' . . . t::j • {) DOOR SYMBOL WINDOW SYMBOL GLAZING SYMBOL PARTITION TYPE REVISION NO. -·•···•·· D . ' ---. · -·1 ·~u ~<,~-·-"J/~ ";'· ·. ·. __ . . ;LEGOLAND CALIFORNIA! ' ·'37'"'-ie~~= Ce ' . ' c:::::,_ fJ-·· · .. -i'jj -~.~ ' 0 ?I//') ""de'"' \ 0 ,,-.._~~~.. p~ ,, ...... ,,,_ ... ...-\ ' v' "' • • ' c' -:.< ', -'" ~ ArcMect 0 !Specht (.) ----0 IN COLLABORATION W/ GOREE ARCHITECTS, INC 8 SPECHT ARCHITECTS o 5306 Middle Fiskville Rd GOREE ARCHITECTS 5151 San Felipe St Suite 1700 Houston, TX 77056 Tel: (512) 382-7938 ' ~ N 0 N Cl.. 0 "' Suite A Austin, TX 78751 Tel: (512) 382-7938 Civil Engineer C~C□mmercial Development Resources Ti;iday's Ideas. T,;imorrow's Reality. 695 Town Center Drive, Suite 110 Cost! Mesa, CA 92626 Tel: (949) 610-8997 Landscape Architect landscape architects me_ 571-B Hygeia Avenue, Leucadia, CA 92024 tel (760) 943-0760 CA License 2825 Structural Engin~r ' \ TLCI ENGINEERING ,t.:. ~' ; c:: 0 L U -, ' 0 :\i c: ~ : ... ' ' ~ _._, 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407 .841 .9050 ©Copylignt 2020 COA 15 www.tlc-engineers.com TLC No.: 121718 THINK. liSTEN. CREATl!i. Mechanical, Electrtcal, & Plumbing Engineer expU.S_ Services Inc. t +1.407.660.0088 f: +1.407,660,1655 2601 Westhall Lane Maitland, FL 32751 USA .:,. •/:•ex www.exp.com Project#: Cert of Auth: 29701 ct:) N 0 N I- (_) w ~ 0 cc a... < -z ci: 0 u. -...I < c.:i -C z < ...I 0 C, w ...I co 0 0 N c,_ 0, =, 2 Cl; (.) (!) --0 c:: "' a, _o E "' -i::: c:: "' -~ (.) t a, ~--0 c:: LU -0 c:: c:: "' -i::: 0 a, Cl 2: a, _J a, c:: a NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION Issue DEVELOPMENT PERMIT RESUBMITTAL #1 RESUBMITTAL #2 RESUBMITTAL #3 ,.. 04/26/22 Scale Not To Scale General Notes Sheer G-001 © 2021 Specht Architects 10/01/21 11/30/21 03/21/22 04/26/22 DRAWING LIST • New o Revised -No Change X Eliminated SHEET NO. SHEET NAME GENERAL N I 0 •·• .. ! I I : G-000 Cover Sheet • -; F+-51 • E--+-t--:--t-+-~---j--t----'---t-t--i G-001 General Notes • O : o i o • Ult: i : ' f-~G~-~00~2:---+-D~r"'~!"i~ng~l"'nd~e~x--------------t":.+-=-.c....:'-+-~•i • ~. G-010 Building Code Summary • •'·'' G-011 GBGC Checklist I ' • G-012 GBGC Chec~ist G-013 GBGC Checklist G-020 Accessibility Standards G-100 Lrre Safety Plan . CIVIL C-01 (1 of 11) Trrte Sheet o•• 0 0 , C-02 (2 of 11) Existing Topography & Demolition Plan • 0 0 0 C-03 (3 of 11) Site Improvement Plan • 0 C-04 (4 of 11) Precise Grading Plan • 0 G-05 (5 of 11) Site Sections • 0 G-06 (6 of 11) Private Storm Drain Plan • 0 G-07 (7 of 11) Pnvate Utillty Plan • 0 0 0 C-08(80111) DetailSheet • o o: X C-09 (9 af 11) Detail Sheet • 0 0 ' X ii/ C-10(100111) TierllSWPPP • O O IX i'!/+1 ~C-:..c1.!.1 l11c.;1_.!:D'.:_11.:.1c1.) .L...:Ec'r"'os,,,io"'n..!:c,,,a,,,nt,,,ro~I P:."la"'n'------------'---'---'--'•'-'--'-X'-~"" c.c__.J"cc'··='"'l_~--'--'---~' -~-L 11 -~~-~~~-~--i LANDSCAPE L (1 0125) Cover Sheet ----------t-t--:--~-~t; 1--l"'Sj'"'·i:'1_..._t----t-t--.,---•-ti -t-,-r--I1-11-11 L (2 0125) Recycled Water System TiUe Sheet I , ' I L (3 0125) LEGOLAND Inner Parl< Recycled Water Use Map ' I L (4 0125) Recycled Water Use Map ' L (5 0125) lrngatian Legends & Notes /'!"" i L (6 of 25) lrngatian Plan lff?l ,_.,. . L (8 of 25) Irrigation Details L (7 of 25) Potable Water Washable System P=la:.:.n ______ --t-.;---t---1 l(;_.,~!,?J I i L (9 of 25) Irrigation Details "!1--t----i-' -l--l-l--+---t-+~-,-----1--t-~ L (10 0125) lrrigabon Details I L (11 0125) Irrigation Details I ! L (12 0125) Irrigation Details ,'.,. , \'21--t---1-'+-t-~--t-+--t-~--1--t-~- L (13 of 25) Irrigation Specifications , .... ,,:,·, "H-,---~-t-+-+-! -t--1----it-~--t'-+-•-;-:,c i L (14 of 25) Irrigation Specifications ' L (15 0125) Irrigation Specifications I L (16 0125) Irrigation Specifications ! L (17 of 25) Landscape Hydrozone Diagram & Water Use Calculations L (18 of 25) Irrigation Schedules L (19 of 25) Landscape Demolltion Plan L (20 of 25) Plant Legend & Landscape Notes I'<! l 1 L (21 of 25) Planbng Plan L (22 of 25) Planting Details L (23 of 25) Landscape Specifications ' L (24 of 25) Landscape Spectfications L (25 oi 25) Landscape Specrrications L-001 Conceptual Landscape Demolition Plan • O · O : - L-002 Conceptual Landscape Plan • o o : o '.'/'B I : L-003 conceptual Plarrt List & Landscape=No=te=s---;;;------+-•:.-t-o:::--•--:0:-t_-t#1 _fiH--t--J---i--+---:-,' --,,-t: -+-1 -t--r', 1 l-004 Conceptual Landscape Water Conservation Plan • o : o : --:,c .. · ' i i e--"L'--'·0=0,.,5_-+__.L,..a ... nd=s-cca..,p'c-e"Hy,_,d ... ro=zo=n=e-=D=ia,,gra=,m=&'--'W"'.=E.=L'-'.O-'C=a.clc=ula ... t-"ia"'ns~_r•+-o--;-_o_:.c-o-1~,i, l-:.:-t ,., .. ~ ,-t--,--t-,-,, -,---"-----t---''--;-1-t---ti-----i L-100 Area Development Legend & Notes ,.--,r•,,., , i L-101 Area Development Plan • F>i·:·;,1 · L-102 Area Development Layout Plan • L-103 Ride Queue Plan Enlargemerrt I 1 • ' i L-200 Area Development Details 1 • L-201 Area Development Details • L-202 Area Development Details L-203 Area Development Details • L-204 Area Development Details L-205 Area Development Details L-206 Area Development Details L-207 Area Development Details L-208 Area Development Details STRUCTURAL S-001 Abbreviations, Symbols & General Notes S-002 General Notes S-003 Special Inspections Table S-004 Srre Plan '---'S'--•710"1--+-S:.=:tc:ru"'ct"'ura"--l'-'P=la.::ns _____________ +---+-t--t--t,~ •:1t-+---t-+---+-+--+-t--t--t---·,-+----i r S-201 Enlarged Plans • "' S-301 Sections S-501 Structural Details • • ""'"' f--"cs"'-5~0~2 -+----"E'st"'ru""ct""ura""1-::D""eta'"ic'ls------------+-t-+--t-Ff 2',t--::.-i,~.cs.,,+---t-t--t----t-t--t--t-t---t-1-,---:-----t-----l ARCHITECTURAL A-001 Srre Plan e O 0 A-010 Inner Park Site Plan e O O - A-100 floor Plans e O O - A-101 floor & Roof Plans e O 0 - A-11 O Enlarged Plans A-120 first Floor Finish floor Plan • •• A-130 First Floor Reflected Ceiling Plan A-200 Building Elevations A-201 Building Elevations • o -• A-300 Building Sections • o o -• A-400 Wall Types • n.;., ..... , A-401 Wall Types e A-410 Wall Sections IZJ:, e ' ' ! A-610 Exterior Section Details 1 1 • A-611 Exterior Secban Details ' i f----'A;--~70~0:---t-~lnte':"'cna"'riD~etjai~ls-~~----------+---t--,,-t-f',, •.~-+--+--+--t-+--t--i--+-+--+--,,-,,, A-710 Door Details ! ; l?\J I A-800 lntenor Elevations A-801 Interior Elevations ' ' A-900 Schedules & Diagrams A-910 Door & Window Schedule & Elevations DRAWING LIST • New o Revised -No Change X Eliminated SHEET NO. FM-01 P-002 P-201 P-202 P-501 P-601 SHEET NAME FIRE PROTECTION Fire Master Plan PLUMBING Legend, Notes, and Abbreviations Haunted House Basement & Ground Floor Plan~ Plumbing Haunted House Second Floor & Roof Plan -Plumbing Details Riser Diagrams MECHANICAL • M-002 Legend, Notes, and Abbreviations Hi.::'.f • ;;::\:~ M-003 TITie 24 ' '""""' • Ii/;; , I M-201 Haurrted House Basement & Ground floor Plan -Mechanical • e---"M""-_-c20C:2:---+--'H'"a'"u""rrte""d .. H-"o,..u-cse~S:=e""co"'n'cd'cfl;.:oo'-r::C&":Rc'o"o1:-:Pc'la"n-'--'cM;'-ec""'h"'a"nic"'a"1 =--+-t--t--t--J';c~-.::-l·cciff!-~--,--t-t-~-+--t--+-t--+----i-+----i I M-501 Schedules : M-601 Details M-602 Details ELECTRICAL E-002 Legend, Notes, and Abbreviations E~003 Energy Code Electrical Compliance Forms . ! • ' E-004 Energy Code Electncal Compliance Farms E-005 Energy Code Electrical Compliance Forms ! ' • >\: E-100 Existing-Site Plan-Electrical Demolition • o ; o , -mJ--:•:-fp",,+-"-~' -+-: -t--t--i---+--+---+--t---+-----1 E-101 Haunted House -Site Plan -Electrical • o ! o i -• '/ e----'E=--7200:1:---l-'-'Ha::u:.:.rrt::ed::.Hcca::u=se::.B=-a""sec.mc,e'cnt::.&c.G';;r-';ou=-n-"d;'-;Fl::Cao=r-"P'cla;-n-;--cEl~ec::.tr.cic~al_+---t--+--t-'--t-~'t"":•cf,l"ipf:¼---l-+----jf-+---:-t----t----t-t---t---i E~202 Haunted House Second Floor & Roof Plan~ Electrical i i;';.tPi! • :::_: · E-211 Haunted Hause Basement & Ground Floor Plan -Lighting E-212 Haunted House Second Floor Plan -Lighting ' , 1:,_:.._,,.-• E-301 Haunted House Basement & Ground Floor Plan -Lrre Safety : k:·\ • ;,;· E-501 Schedules ,.,.,,, e Wl ! i E-502 Schedules I l':l • I'!',- E-503 Details I t.t:11 • _l~e,l--l-+-+l--~~-t---t----t-t--t---t- E-504 Details , t,l,1J~ • f0ful e--__.E:.._""50 .. 1---+--'o"'n"'e"'-L'-in-e~D~ia-gr-am-s------------t---'---, -'-, ----1:~ • I'.'< i - E-602 One-Line Diagrams I i:' • 1"'' - E-91 o Panel Schedules · re+ ... , • L_..,; TELECOMMUNICATIONS f-~T...:·0=072_--+_.L=e"'ge:::nc,d,::_N;,:ote=s2,-"a';:nd':'A-cb::Cbr=ev"iaccti':'on";s-,--;-______ t--:-t-' --::c-'r::7 '_--\';~ • 1/YL-~ · i T-101 Haunted House-Site Plan-Electrical • : o o -~ • ~J--+-+--+-t-~-~•-t---i-t-~'-,---t-t-""i T-201 Haunted House Basement & Ground Floor Plan -Electrical ~ • l't<;1!\ e-__.T"-s"'o""1--+__.o"'n"'e-"'L"ine=Dic:ag"ra-"m"'s"-""T"'ec""h"na"10--_gc:y==.._..=--===-1--;...,. -f-+--l~ii".l; • ·y, T-602 One-Line Diagrams -Technology T-701 Details -Technology T-702 Details -Technology D-002 0-101 0-201 FIRE PROTECTION Legend, Notes, and Abbreviations Haunted House -Site Plan -Fire Protection Haunted House Basement & Ground Floor Plan -Fire Protection ADDITIONAL DOCUMENTATION • 0 I The following documents to accompany this drawing set are available upon request. • Geotechnical Report • Pre-Engineered Metal Building Drawing Set • Civil & Landscape Drawings Submitted for Grading Permit I i . The following documents to accompany this drawing set are under development and will be available at a future date. • Ride Manufacturer Drawing Set & Assembly Instructions • Themed Elements Drawing Set • Fire Protection Sprinkler Layout I ~ ArcMect C) !Specht c.;, ~ C) IN COLLABORATION W/ GOREE ARCHITECTS, ING 8 SPECHT ARCHITECTS o 5306 Middle Fiskville Rd GOREE ARCHITECTS 5151 San Felipe St Suite 1700 Houston, TX 77056 Tel, (512) 382-7938 ' ~ N C) N a.. 0 <fJ Suite A Austin, TX 78751 Tel: (512) 382-7938 CMI Engineer C~Ccmmercial Development Resources Today's l,;leas. Tomorrow's Reality. 695 Town Center Drive, Suite 110 Costa Mesa, CA 92626 Tel: (949) 610-8997 LandscapB Architect landscape architects me. 571-B Hygeia Avenue, Leucadia. CA 92024 tel (760) 943-0760 CA License 2825 Structural Engineer \ TLC' ENGINEERING 4,, ...... isoLUTIONS, 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 ©Copyngl712020 COA 15 www.tlc-engineers.com TLC No., 121718 THINK. USTl:N. CR!:ATE. Mechanical, Electrical, & Plumbing Engineer exp U.S. Services Inc. t +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA .:•. ., ... e X --..... www.exp.com Project#: Cert of Auth: 29701 ("') N 0 N I- (_) LJ.J -:, 0 a: a.. c:e -z a: 0 LL. -...J c:e c:.:, ~ C z c:c ...J 0 c:I w ...J co C) C) N Q. "' ::, <( 2 c.;, <.!) C -g <D .c E ~ C: "' ~ c.., !B o~ C: LU "C C: ~ ,:: 0 <D C, :a: <1) __, <1) C: 0 NOT FOR BID, OR CONSTRUCTION lsS!ie DEVELOPMENT PERMIT RESUBMITTAL #1 RESUBMITTAL #2 RESUBMITTAL #3 Oare 04/26/22 Scale Title Drawing Index G-002 © 2021 Specht Arct,ltects 10/01/21 11/30/21 03/21/22 04/26/22 DESCRIPTION EXISTING CONTOUR PROPOSED CONTOUR CONCRETE PAVEMENT ASPHALT PAVEMENT LANDSCAPING GRAVEL CONCRETE PAVERS BUILDING RETAINING WALL EXISTING RETAINING WALL PROP. CMU RETAINING WALL EXISTING STORM DRAIN 4"-8" PVC PRIVATE STORM DRAIN 24" PVC PR/VA TE STORM DRAIN STORM DRAIN CLEANOUT EXISTING WATER LINE ¾" WATER LATERAL EXISTING /RR/GA TION WATER LINE 4" /RR/GA TION WATER LATERAL EXISTING WASHDOWN WATER LINE 3" PVC WASHDOWN WATER LINE EXISTING SEWER LINE 4" PVC SEWER LATERAL PROP. FIRE WATER LINE 9"x9" CATCH BASIN 4"-6" AREA DRAIN WET STANDPIPE FDC PER $£PARA TE FIRE PLAN PIV BACKFLOW PREVENTOR PROJECT SITE AREA EXISTING MANHOLE EXISTING UTILITY BOX EXISTING TREE 4" CONCRETE CURB W/ FENCE 6" CONCRETE CURB 8" WIDE EXTENDED PLANTER CURB THEMED WOODEN FENCE CHAIN LINK FENCE LEGENI) DWG.NO. SHEET C-03 SHEET C-03 PER SEPARATE LANDSCAPE PLAN PER $£PARA TE LANDSCAPE PLAN PER $£PARA TE LANDSCAPE PLAN PER $£PARA TE PLAN AND PERMIT SHEET C-05 owe 333-2Y SHEET C-06 SHEET C-06 SHEET C-06 SHEET C-07 SHEET C-07 SHEET C-07 SHEET C-07 PER SEPARATE FIRE PLAN SHEET C-06 SHEET C-06 PER $£PARA TE FIRE PLAN PER SEP ARA TE FIRE PLAN PER SEPARATE FIRE PLAN SHEET C-03 SHEET C-03 SHEET C-03 SYMBOL ---100--- j/ /// 7 //////////) ---SD --- ---so--- 0--so- w--- RWlRR-- ---WD--- ---ss --- ---FW --- Ill e tr 0 D ffi PER $£PARA TE LANDSCAPE PLAN ---" ---, --- PER $£PARA TE LANDSCAPE PLAN ---o----0- ABBREVIATIONS BC BACK OF CURB BLDG BUILDING BW BACK OF WALL EX EXISTING FF FINISHED FLOOR FG FINISHED GRADE FS FINISHED SURF A CE FL FLOWLINE GB GRADE BREAK HP HIGH POINT /NV INVERT OF PIPE LP LOW POINT R RIDGE $0 STORM DRAIN TC TOP OF CURB TF TOP OF FOOTING TG TOP OF GRATE TS TOP OF STEP TW TOP OF WALL PROJECT ADDRESS 1 LEGOLAND DRIVE CARLSBAD, CA 92008 BENCHMARK INDEX OF SHEETS SHEET DESCRIPTION NO. C-01 TITLE SHEET C-02 EXISTING TOPOGRAPHY & DEMOLITION PLAN C-03 SITE IMPROVEMENT PLAN C-04 PRECISE GRADING PLAN C-05 SITE SECTIONS C-06 PRIVATE STORM DRAIN PLAN C-07 PRIVATE UTILITY PLAN THE BENCHMARK FOR TM/$ SURVEY /$ THE CITY OF CARLSBAD VERTICAL CONTROL MONUMENT DE$1GNA TION CLSB-053, A 2 1 /2 INCH DISC, SET IN THE NORTHWEST CORNER OF VAULT ON THE WEST $10£ OF HIDDEN VALLEY RD. 0.1 MILES SOUTH or PALOMAR AIRPORT RD. ELEVATION : 82. 744 FEET (NGVD 29) LEGAL DESCRIPTIQN LOTS 18 AND 19 OF CARLSBAD TRACT 94-09, CARLSBAD RANCH UNITS 2 & 3, MAP NO. I 3408 PROJECT LOCATION ASSESSOR'S PARCEL NO. 211-100-09 AND 211-100-11 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT /$ N 250 £ 1677 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON TH£$£ PLANS WA$ GENERA TED BY FIELD SURVEYING METHODS FROM INFORMATION GATHERED ON AUGUST 10TH, 2021. REFERENCE DRAWINGS DWG 498-2C-GR2017-0025 LEGOLAND CALIFORNIA REGIONAL BIOFIL 1RA TION FACILITY DWG 333-2RA PROJECT NO. CT 94-09-03 owe 333-2Y EARTHWORK QUANTITIES CUT: 1 950 CY FILL: 1 6 CY IMPORT: NA EXPORT: 1 7/!_4 CY REMEDIAL: 693 CY TOTAL LOT AREA = N A TOTAL DISTURBED AREA = 21 068 SF (TH/$ AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS AND $LOPE KEYWAYS) TOTAL REPLACED IMPERVIOUS AREA = 11 749 SF TOTAL PROPOSED IMPERVIOUS AREA -14 202 SF VICINITY MAP CITY OF OCEANSIDE PROJEC SITE PACIFIC OCEAN 7a fP CITY OF VISTA Ro4 AVE CITY OF ENCINITAS OWNER/DEVELOPER MERLIN ENTERTAINMENTS GROUP U.S. HOLDINGS, A DELA WARE CORPORATION 1 LEGOLAND DRIVE CARLSBAD, CA 92008 CONTACT: TOM STORER CONSTRUCT/ON MANAGER TEL: (858) 334-8938 EMAIL: TOM.STORER@LEGOLAND.COM CML ENGINEER/SURVEY COMMERCIAL DEVELOPMENT RESOURCES 695 TOWN CENTER DRIVE, SUITE 110 COSTA MESA, CA 92626 CONTACT: AARON ALBERTSON PRINCIPAL TEL: (949) 610-8997 EMAIL: AALBERTSON@CDRWEST. COM LANDSCAPE ARCHITECT R. W APEL LANDSCAPE ARCHITECTS 571-B HYGEIA A VENUE LEUCADIA, CA 92024 CONTACT: TEL: EMAIL: RICHARD APEL (760) 943-0760 RWAPEL2@COX.NET ARCHITECT SPECHT ARC/41 TECTS 5306 MIDDLE FISKVILLE RD, SUITE A AUSTIN, TX 78751 CONTACT: SCOTT SPECHT PARTNER TEL: (512) 382-7938 EMAIL: sCOTT@SPECHTARCH!TECTS.COM SOIL ENGINEER NOVA SERVICES 4373 VIEWR!DGE A VENUE, SUITE B SAN DIEGO, CA 92123 CONTACT: TOM CANADY PFIINCIPAL ENGINEER TEL: (858) 292-7575 EMAIL: TCANADY@USA-NOVA.COM ~ Arct"Jtect 0 0 ' ;specht 0 N 0 0 ' c::i 5306 Middle Fiskville Rd., Suite A o Austin, TX 78751 ~ Tel: (512) 382-7938 D Civil Engineer U) C"-__ Commercial Development Resources Today's Ideas. Tomorrow's Reality. 695 Town Center Drive, Suite 110 Costa Mesa, CA 92626 Tel: (949) 610-8997 Landscape Archil~ct landscape architects inc. 571-B Hygeia Avenue, Leucadia, CA 92024 tel (760) 943-0760 CA License 2825 Structural Engineer i:\,TLCI ENGINEERING ~ 1SOLUTIONS, @Copyright 2020 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P407.841.9050 COA15 www.lic-engineers.com TLC No.: 121718 THINK. LISTEN. CREATE. Mechanical, Electrical, & Plumbing Engineer exp U.S. Services Inc. t: +1.407.660.0088 f; +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA ~:,. ·-=~ex .......... www.exp.com Project#: Cert of Auth: 29701 CV) C'\J 0 C'\J I- (_) UJ ---:, 0 a: a... Seat <C -z C: 0 I.I. -...I <C c., C z <C ...I 0 c:, w ...I ro 0 0 N o_ a, => <( e u (!} -'O C "' <l) .0 E "' -.::: C "' 'iii u t C <l) -0 C w 'O C C .!ll -.::: 0 <l) O> :;; ., _, "' C 0 NOT FOR BID, OR CONSTRUCTION DEVELOPMENT PERMIT RESUBMITTAL #1 RESUBMITTAL #2 RESUBMITTAL #3 04/26/22 Scale 1" = 10' Titla TITLE SHEET Sheet C-01 © 2021 SpechtArchit8Cts 10/01/21 11/30/21 03/21/22 04/26/22 \ \ LIMITS OF PROP. DEMOLITION \EX IRRIGATION VALVES \Q -0 :0 < ~ TT1 fi 0 m (J) :0 0 Ei ---- 0 \ ) 0 0 0 ~ EX BUILDING (NAP.) EX BUILDING (NAP.) <J <J ,· • O S ::,"" -t,_f';,;:;~•- 7 START 2 < <1 EX. RESTAURANT PATIO (NAP.) ----, " -7 6t::::" U' < 11 ~ L <J a \.JL,A.-'-":"-<""- LIM ITS OF PROP. DEMOLITION 2 2 12 1..J \ \'--~,--'---J---%--c,--c..u.l_~-'---~--'---;r 1-;-17" Iii) I I I I v .j _,j <I Li L L 2 11 12 . I!> END 2 _16 START 2 "---,-' 13 START 2 .. EX ATTRACTION TO REMAIN (NAP.) EXATTRACTIONTO REMAIN (NAP.) LIMITS OF PROP. DEMOLITION EX ATTRACTION TO REMAIN (NAP.) DEMOLITION NOTES: [iJ PROTECT IN PLACE ITEM NOTED 0 REMOVE EXISTING CONCRETE CURB [Ij REMOVE EXISTING 4" AC/12' AB ASPHALT CONCRETE PAVEMENT. EXISTING PAVEMENT SECTION TO BE VERIFIED IN FIELD. [iJ REMOVE EXISTING TREE W RELOCATE EXISTING TREE PER SEPARATE LANDSCAPE PLANS AND PERMIT W REMOVE EXISTING LANDSCAPING W REMOVE EXISTING WALL W REMOVE EXISTING FENCE [fil REMOVE EXISTING SITE LIGHT li:Q} REMOVE EXISTING SPEAKER [DJ REMOVE EXISTING SIGN ~ REMOVE EXISTING DECORATIVE PAVER$ @J SAWCUT EXISTING A.C. PAVEMENT ~ REMOVE EXISTING CONCRETE HARDSCAPE ~ REMOVE EXISTING METAL RAILING [l§j REMOVE EXISTING ELECTRICAL JUNCTION BOX GENERAL DEMOLITION NOTES: 1. ALL EXISTING ITEMS OUTSIDE PROPOSED LIMITS OF WORK/DEMOLITION SHALL REMAIN IN PLACE. 2. FINAL TREE REMOVAL PER SEPARATE LANDSCAPING PLAN. TREE REMOVAL CONSTRUCTION NOTES ON THIS PAGE ARE FOR REFERENCE ONLY. SEE LANDSCAPE ARCfilTECT PLANS FOR TREE AND LANDSCAPE REMOVAL. 3. SEE SHEETS C-06 AND C-07 FOR UNDERGROUND UTILITY DEMOLITION PLANS AND NOTES. 10 O 10 ~ I _I GRAPHIC SCALE SCALE: 1"= 10' 20 ! ~ Architect 0 0 ' ~ ;Specht 0 N 0 0 ' ~ 5306 Middle Fiskville Rd., Suite A ~ Austin, TX 78751 ~ Tel: (512) 382-7938 0 Cl) Civil Engineer c:~Ccmmercial Oevelopinent Resc,urc:es Today's Ideas. Tomonow's Reality. 695 Town Center Drive, Suite 110 Costa Mesa, CA 92626 Tel: (949) 610-8997 Lamlscaptl Architect landscape architects lilC. 571-B Hygeia Avenue, Leucadia, CA 92024 tel (760) 943-0760 CA License 2825 structural Eng'1noor £ \TLCI ENGINEERING ~ 1SOLUTIONS @Copyrighl2020 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841,9050 GOA 15 www.tlc-engineers.com TLC No.: 121718 THINK. LISTEN. CREATE. Mechanical, Electrical, & f>lumbln~ Engineer exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Weslhall Lane Maitland, FL 32751 USA .:,. •/:•ex_ www.exp.com Project#: Cert of Auth: 29701 CV, N 0 N I- C) UJ -:, 0 a: CL z C: 0 LL. -...I cc u -C z cc ...I 0 C!'I w ...I a:, 0 c::, N 0. a, => -,:: E'o C!J -"O cc "' "' .0 E '.'.: cc "' ~c., ....:-.So cc LU "O cc "' "' .::: 0 "' c:n 2 .3 Q) "' 0 NOT FOR BID, OR CONSTRUCTION Issue DEVELOPMENT PERMIT RESUBMITTAL #1 RESUBMITTAL#2 RESUBMITTAL #3 04/26/22 Scale 1" = 10' Title 10/01/21 11/30/21 03/21/22 04/26/22 EXISTING TOPOGRAPHY & DEMOLITION PLAN Shel!! C-02 © 2021 Specht Architects -0 :JJ < ~ rn t 0 rn Cf) Cf) :JJ 0 ES ii·' ' : i --' ,_ :ll"""T' L!.. -.... EX BUILDING (N.A.P.) l'\\o~~\\ '\\'tc,10 s, \j:\Jf-- ' 52.00 6'· 13 EX BUILDING (NAP.) EX LANDSCAPING (NAP.) EX.RESTAURANT PATIO (NAP.J I "" / 25 • • . "•J ;j, ·.·\""27 ••• ;j, --r· '+' , "'"© ,V "'" ;.--;- / :~: .. " ct~· " 1 • • 0 A ~ ,~ w GI w ~ 4 .., • • • A· ... . w ;j, ;j, " • cl \ EX LANDSCAPING (NAP.) EX MAINTENANCE ROAD (NAP.) 4 EX LANDSCAPING (NAP.) EX ATTRACTION TO REMAIN (NAP.) -: -------- 4 • -,------- __ : ____ ---------- EX ATTRACTION TO REMAIN (NAP.) EX ATTRACTION TO REMAIN (NAP.) CONSTRUCTION NOTES: G) CONSTRUCT CONCRETE PAVEMENT ® CONSTRUCT AC PAVEMENT IN VEHICULAR ACCESS AREA @ CONSTRUCT A.C./CONCRETE PAVEMENT JOINT G) CONSTRUCT AC. PAVEMENT JOINT ® CONSTRUCT AC PAVEMENT IN PEDESTRIAN WALKWAY AREA @ CONSTRUCT 4"HX8"W CONCRETE CURB W/ FENCE (D CONSTRUCT 8"-WIDE EXTENDED HEIGHT PLANTER CURB @ CONSTRUCT 6"HX6'W CONCRETE CURB ® CONSTRUCT 6"HXS'W CONCRETE CURB @ MATCH CONCRETE CURB TO EXISTING CURB HEIGHT CONDITION @ CONSTRUCT MASONRY RETAINING WALL PER SDRSD C-01. SEE SHEET C-05 FOR PROPOSED WALL PROFILE. @ CONSTRUCT BUILDING RETAINING WALL PER SEPARATE PLANS AND PERMIT @ CONSTRUCT THEATER BUILDING PER SEPARATE PLANS AND PERMIT @ CONSTRUCT BUILDING COLUMN PER SEPARATE PLANS AND PERMIT @ INSTALL LANDSCAPING PER SEPARATE LANDSCAPE PLANS @ INSTALL HVAC AND MEP EQUIPMENT ON RAISED CONCRETE PADS PER SEPARATE PLANS AND PERMIT @ INSTALL BOLLARD PER SEPARATE PLANS AND PERMIT @ INSTALL LIGHT PER SEPARATE PLANS AND PERMIT @) INSTALL LEGO THEMING FEATURE PER SEPARATE PLANS AND PERMIT @) CONSTRUCT O" CONCRETE CURB @) INSTALL SIGNAGE PER SEPARATE PLANS AND PERMIT @ CONSTRUCT TRANSITION FROM O" TO 6" CURB FACE @) INSTALL DECORATIVE PAVERS TO MATCH EXISTING CONDITION PER SEPARATE PLANS AND PERMIT @) INSTALL CHAIN LINK FENCE PER SEPARAl°E PLANS AND PERMIT @ INSTALL WOODEN FENCE PER SEPARATE PLANS AND PERMIT @ INSTALL QUEUE LINE RAILING PER SEPARATE PLANS AND PERMIT @ INSTALL GATE PER SEPARATE PLANS AND PERMIT @) INSTALL RAILING TO MATCH EXISTING CONDITION PER SEPARATE PLANS AND PERMIT @ INSTALL GRAVEL PER SEPARATE PLANS AND PERMIT @) CONSTRUCT THEMED CMU PILASTER PER SEPARATE PLANS AND AND PERMIT @) INSTALL SITE FURNITURE PER SEPARATE PLANS AND PERMIT lg) INSTALL ELECTRICAL EQUIPMENT ON RAISED CONCRETE PAD PER SEPARATE PLANS AND PERMIT 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 DRY UTILITIES AND LANDSCAPE IRRIGATION LINES ARE PER SEPARATE PLANS . 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. 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. AN ARCHEOLOGIST AND NATIVE AMERICAN REPRESENTATIVE MONITOR WILL BE REQUIRED AT THE TIME OF GRADING IF THE PROJECT REQUIRES EXCAVATION BEYOND EXISTING FILL. ~ Archm:ct 0 0 ' ~ ;Specht 0 "' 0 0 ' ~ "' 0 "' c... Cl en 5306 Middle Fiskville Rd., Suite A Austin, lX 78751 Tel: (512) 382-7938 Civil Engineer CD1. ~Commercial Development Resources Today's Ideas. Tomorrow's Reality. 695 Town Center Dnve, Suite 110 Costa Mesa, CA 92626 Tel: (949) 610-8997 landscape Architect landscape architects IIlC. 571-B Hygeia Avenue, Leucadia, CA 92024 tel (760) 943-0760 CA License 2825 Structural Engineer '" TLCI ENGINEERING iSOLUTIONS @Copyright 2020 255 S. Orange Avenue Suite 1600 COA 15 Orlando, Fl 32801 P 407.841.9050 www.Uc-engineers.com TLC No.: 121718 THINK. LISTEN. CREATE. Mechanic.ii, Electrical, & Plumbing Engrneer exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA .:,. •1:•ex ..... , www.exp.com Project#: Cert of Auth: 29701 Seal CV') N 0 N I- C) LU ---:, 0 a: CL ct -:z er: 0 u.. ...J ct (.") -Q :z ::5 0 (:, LI.I ...J NOT FOR BID, OR CONSTRUCTION Issue DEVELOPMENT PERMIT RESUBMITTAL #1 RESUBMITTAL #2 RESUBMITTAL #3 Darn 04/26/22 Scale 1" = 10' 10/01/21 11/30/21 03/21/22 04/26/22 SITE IMPROVEMENT PLAN ShB6l C-03 © 2021 Specht Archttect.s , I '.\ PROJECT SITE MIT 159.2680 159.26F ~~-- (158.'?0FS) " ' 58.SOFS. (158.38F LI PR (158.64FS). ~-"'_.>--· ,. ' .... ~•···"'"'' EX BUILDING (NAP) (158.64FF) . -~--,-' ---- EX BUILDING (NAP.) (158.56FF) ~ (15El45Fl.) I . ' . . .2 1 . 161.9 1 :RE\. . . EX. RESTAURANT PATIO (NAP:) ---· . , '. '-RET) .. Ii 162.90TC 162.5 TG 161.90FG EXISTING LANDSCAPED • 1.0% AREA (NAP.) _ :0 5 0 m - 162.86TC 162.53F 162.20FG • 163.15TC• 162.77TC 162.44FS 162.11FG V 162.82 V 16215FG, c:;:;::::::::i "' --~7--·Oo -- " 162.17FS a 161.92F 162 4 , 161. ¢ ~ V V C 6;79T~j\ . \6~ 4§F_-_ ~ " 161.20 c 161.71TC ,• ·161.46FG • 161.21FS , 162.29FS . G 1.0% - <"aa ' \' '110 Gfe ---.. ' 63.26 • . END EX (162 SOFS REL WALL 162.49FG) 162.0?FS) 161.75TG (f~ y '-' ~ '110 Gf' ' ' 162.35TC 161.85 16D.08TC 161.58F I &✓ J? I I I I I I I PROJECT ELIMI MATCH (0 9%) -- 161.34TG ,~ . . I _ . ..:..1 ·· 161 :s6FG) EX MAINTENANCE ROAD (NAP.) --,--------- 162.40TC (161.82TG) PROJECT SITE LIMIT '-,__ MATCH EX ATTRACTION TO REMAIN (NAP.) EX ATTRACTION TO REMAIN (NAP.) EX ATTRACTION TO REMAIN (NAP.) GENERAL GRADING NOTES: 1. SEE SEPARATE PLAN AND PERMIT FOR BASEMENT W 2. ~N ARCHEOLOGIST AND NATIVE ALLS. pii~;g~ :~Lu~iE:EE~~:i;T~NT~~~~~ct~F R~~:~~~;;~1i~ S EYOND EXISTING FILL 3. EE SHEET C-05 FOR . RETAINING WALL PROFILE SITE SECTIONS AND PROPOSED 10 ~-O 10 .-i-1 GRAPHIC SCALE SCALE: 1"= 10 , 20 i ~ Architect 0 0 ' ~ ;Specht 0 N 0 0 ' ;;:j !306 Middle Fiskville Rd Sutte A ~ ustm, TX 78751 ., Sj ci::ii~i~1::~n~~~ne1;:;'-) ;:::38:;:2;:;·7~9::;3:;_8 --------- ·~Commercial •v< Devetcpment , RescUl'Ces Todays Ideas T • omorrow's Reality • 6 C95 Town Center Drive, Suite 110 osta Mesa, CA 92626 Tel: (949) 610-8997 landscape Architect r.w.Apel landscap~ architects lilC. 571-B Hygeia Avenue Leucadia, CA 92024 ' tel (760) 943-0760 CA License 2825 Struciural Engineer ,\,,TLCI ~NOGINl§ERING LU!IONS <ro,pyrighl2020 255 S O . · range Avenue Suite 1600 Orlando, FL 32801 C P 407.841.9050 www.tlc-er1gine~~~ THINK usr~NTLC No.: 121718 • C • CREATE. Mechanical, Electrical, & Plumbing Engineer exp U.S. Services Inc. t: +1.407.660.0088 f· + 26~1 Westhall Lane · 1.4o7.660.1655 Maitland, FL 32751 USA e!I ,,:~ex .... - www.exp.com Project#: Cert of Auth: 29701 co g N Cl. 0, ::, <( E'u CV') C'\J$ C)~ C'\J 0 u.. "' -1--;;;! (.) t,;) LU ci :z -:,:5 Qo cc: ffi a_ ...I NOT FOR BID, OR CONSTRUCTION Issue DEVELOPMENT PERMIT RESUBMITTAL #1 RESUBMITTAL #2 RESUBMITTAL #3 Dae 04/26/22 Scale 1" -10' TIiie "O "' .0 "' -;:: "' u "' cc 0 10/01/21 11/30/21 03/21/22 04/26/22 :,_~ECISE GRADING PLAN C-04 © 2021 Specht Architects 180 160 150 140 00+00 180 170 140 00+00 167.00TW .162.75FS 2.3'-RET 162.95TC 162.62FS 161.55FG" 00+25 PROP. FENCE PER 00+25 79.47' PROPOSED NEW RIDE BUILDING ~--~ --·--·---------·----···--·-·--------1 ST LEVEL 162.00 FF 162.00FF 161.98FS 00+50 00+75 ALIGNMENT -A-A HORZ. SCALE: 1 "= 1 O' VERT. SCALE: 1 "= 1 O' ------·--------------------- 162.0dff 161.9Sr 10+00 180 .. ·····---· --48.86' ·--·--····-·-·---···--- · · PROPOSED RIDE BUILDING 00+50 ALIGNMENT -C-C HORZ. SCALE: 1 "=1 0' VERT. SCALE: 1"=10' . ' V' 00+75 170 140 10+00 180 ---.,ROP. FENCE -····-·-.PER SEPARATE P~N & PERMIT ----;---· -··--170 162.79Tc·-·· ··--··162.45TC MATCH (162.21 F ) 162.46F&! ----·· 161.95FS 162.30TC· . --· .. 162.46FG 161.80FS 1.0% -160 150 140 00+00 00+25 180 ---,----- 170 150 140 10+25 10+30 180 ----------------- 180 170 140 162.67TC 167.00TW-·7162.34FS -···········J 62.47FS ... 161.67FG 3.6'-RET 00+00 00+25 49.17' ··-PROPOSED RIDE BUILDING I 170 PROP. FENCE PER -----l~·cS~E~P~A~R~A~l~E~P~~~Nc'c',/&CP~E~R~M~IT'·----r .. ···•--r----,. 1ST LEVEL 162.00 FF 161.86TC 161 51 FG ... ·····162.00FF ... · 161.98FS\ -161 53FS ··· ··· ·· · ... . \. ---~~:----::'"-}-~%-___ --- EXISTING /GRADE ·-·· 160 140 00+00 180 170 160 150 140 180 170 160 150 140 00+25 .. 164.99 162.83FS 00+50 ALIGNMENT -D-D HORZ. SCALE: 1"=10' VERT SCALE: 1"=10' 180 .... (162.75FS) ·-· 170 1.2'-RET -cc1f1'6*3.'-15)i/T~Cf---t---162.82FS ··-··-··-·· ·162.15FG ... 160 70' 161.15TF-t--- . 160.48BF .... -------------------- 150 140 00+00 00+25 ALIGNMENT -E-E oo+3o ALIGNMENT -F-F KEY MAP SCALE: 1"=30' GENERAL NOTES: 1. BUILDING RETAINING WALLS AND FOOTINGS ARE SHOWN ON SECTIONS FOR REFERENCE ONLY. SEE SEPARATE STRUCTURAL P~NS AND PERMIT FOR BUILDING FOUNDATION P~N AND DETAILS. 2. RETAINING WALL DRAIN SHALL CONNECT TO ONSITE STORM DRAIN SYSTEM BELOW WALL FOOTING. SEE STORM DRAIN P~N, SHEET C-06. HORZ. SCALE: 1 "=1 0' VERT SCALE: 1 "=1 O' HORZ. SCALE: 1"=10' VERT SCALE: 1"=10' 48.86' PROPOSED RIDE BUILDING 1ST LEVEL. 162.00 FF 180 170 ---------------...J ···-·'---~· --------···---- 162.00FF ------------- _/16198FS- ----------------- 00+50 ALIGNMENT -B-B ----· ----- HORZ. SCALE: 1 "=1 0' VERT. SCALE: 1 "=1 0' I ,. PR >'. FENCE PER 180 150 140 00+75 00+90 162.80TC " '"162.55F a ,j • , I 00+75 167.00TW 166.00 )-BW 162.54FS 161.92TF 3.5-RET 2.8% - WALL PLAN SCALE 1"=10' 160 150 140 10+00 10+50 ;J; Architect 0 0 ' ~ ;Specht 0 "' 0 0 ' ;,;j 5306 Middle Fiskville Rd., Suite A o Austin, TX 78751 ~ Tel: (512) 382-7938 Cl GiVil Engineer Cf) C"-.Ctlmmercial Development ResoLKCes Today's Ideas. Tomorrow's Reality. 695 Town Genter Dnve, Suite 110 Costa Mesa, GA 92626 Tel: (949) 610-8997 Landscape Architect landscape architects !IlC. 571-B Hygeia Avenue, Leucadia, CA 92024 tel (760) 943-0760 CA License 2825 Structurzi Engineer i\ TLCI ENGINEERING ,,\½ SOLUT!ONS tOCopy~! 2020 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407 .841.9050 COA 15 www.tlc-engineers.com TLC No.: 121718 THINK. LISTEN. CREATE. MBchanical, Electr1cal, & Plumbing Engineer exp U.S. Services Inc. t +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA .:,. •1~ex .... _. www.exp.com Project#· Cert of Auth: 29701 Seal CV) NS 0 iE N f2 I- (_) LJ.J ~ 0 a: a... -...J c::c (.) -C :z c::c ...J 0 Cl w ...J 00 0 0 "' C. cr, :::, <( 2 c.:, c:, 1= ~ "' .c E "' C: ~ ~(.) ~-E □ LU 'C C: C: .!ll -;:: a "' C, 2: .5 "" C: D NOT FOR BID, OR CONSTRUCTION Issue DEVELOPMENT PERMIT RESUBMITTAL #1 RESUBMITTAL #2 RESUBMITTAL #3 04/26/22 s~ale 1" = 10' SITE SECTIONS Sheel C-05 © 2021 Specht Architects 10/01/21 11/30/21 03/21/22 04/26/22 if 1-' EX 24" PVC ' STORM D PRIVATE CITY DwiA~~f~? ,-: --'S;) ---fL " ,. LIMITS OF WO~K .,DEMOLITION -u :JJ <. ~ rn fi 0 m (j) ti ; EX BUILDING (NAP.) ,-_o EX. RESTAURANT PATIO (NAP.) SJ 158.79TG 157.43 -- 162.57TG 157.00IN 46 EX MAINTENANCE ROAD (NAP.) LIMITS OF DEMOLITIO~ORK __ .---'~ I\ - ------------- ,, "' -----"' PRIVATE STORM DRAIN CONST @ INSTALL4 SCH RUCTION NOTES· . 40 PVC STO . @ INSTALL 6' SCH RM DRAIN PIPE . 40 PVC STO @ INSTALL " RM DRAIN PIPE 4 PERFORA TOP OF FOOTING TED SCH. 40 PVC ST @ INS PER SOILS REPORT. ORM DRAIN PIPE. INVERT TO TALL 8" SCH 40 BE 4" ABOVE . PVC STOR @ INSTALL 2 " M DRAIN PIPE 4 SCH. 40 PVC STO @ CONNECT RM DRAIN PIPE TO ROOFS r,,:,, TORM DRAIN LINE p ~ INSTALL 9" X 9" SQ ER SEPARATE MEP p @ . UARE CATCH BASIN LANS AND PERMIT INSTALL 4" ROU @ ND AREA DRAIN IN RELOCATION O LANDSCAPE AREA F EXISTING 6" DIA @ INSTALL 4" SCH . AREA DRAIN IN AC PAVEME · 40 PVC 4S" BE NT @ ND INSTALL 24" SC Cl, H.40PVC22.5°8END \;:Y INSTALL24"SCH Q . 40 PVC 11.25" BEND "'9 VERIFY EXISTING STORM Q I DRAIN INVER "'91 CONNECT TO EXIS -T ELEVATION IN FIELD TING PVC ST @ INSTALIL 8"X8" p ORM DRAIN LINE VC COUPLER @ INSTALL 6"X6"X6" TEE @ CONNECTION INSTALL STORM DRAIN CLEANOUT ® INSTALL6" ROUN Q D AREA DRAIN IN '2SI INSTALL 12" DIA LANDSCAPE AREA . ADS DRAIN BA @ CONNECT BUILDING SIN W/ SOLID COVER Q SUBDRAIN TO STORM ~ INSTALL 4"X6" R DRAIN SYSTEM EDUCER @ INSTALL 4"X4" WY Q E CONNECTION "'9 INSTALL 4'X6" WY Q E CONNECTION 'cl INSTALL 6"X8" WY ' Q E CONNECTION sry INSTALL 6"X24" DOU IR, BLE WYE CONNEC . 90° BEND RAIN ~ INSTALL SCH 40 PVC TION AT EXISTING STORM D @ INSTALL (2) SCH . 40 PVC 90" VE ® INSTALL 6' SCH. 40 PVC 45' RTICAL BENDS W/ 4•• SCH. 40 PVC RISER Q BEND 129) INSTALL 6'X6" WY E CONNECTION @ INSTALL 4" SCH SL"EVE · 40 PVC STOR -(LENGTH PER PLA M DRAIN W/ 6" SCH N) UNDER RETAINING w1LPLVFCOSTORM DRAIN PIPE OTING STORM DRAIN DEM [iJ PROTECTINPLACE OLITION NOTES: ITEM NOTED [3] REMOVE EXISTING AREA io7 DRAIN l..:cJ REMOVE EXISTING 8J CAPE -PVC STORM DRAIN LINE XIS I ING PVC STORM [Ij EXISTING AREA 'DRAIN LINE AT FITTING DRAIN TO BE RELOCATED PER SD C ONSTRUCTION NOTE 38 GENERAL STORM D 1 CONTRACTOR TO VE RAIN NOTES: CONTRACTOR TO RIFY ALL EXIST! BElWEEN THE FIELDN;~~~H1~~E~NGIN~~ ~FTl~~~~E ~~D AND GRADES 2. STORM DRAIN IS S SHOWN ON THE PLAN A DISCREPANCY TO BE INSTALLED AT A . 3. EXISTING UNDER 1% MINIMUM SLOPE ONLY AND ARE NgROUNO UTILITIES SHO . OF CARLSBAD TAN "AS-BUILT' LA WN ARE SHOWN U!ILITIES FRO~t~ NO. 333-2Y AND ;~~~AND ELEVATION;';_~EREFERENCE u: ILITY BOXES WER~OSLAU ND (NOT AN AS-B~LILnED UTILITY FILE o/;EoSM CITY RVEYED AN . SURFACE IGNED 4. EXISTING STORM D CONFIRMED IN THE FIE~ANHOLES AND POSSIBLE. PLUG E~~~i~Gs;~~~~ ~~A~NE Ll~~;E~~~UGGEDDAS LONG AS N. 0 10 1111 i~~! GSRCAPHIC SCALE ALE· 1" · = 10' 20 r SO-LO Architect 0 0 ' ~ iSpecht 0 0 ' "' 0 N c.. D Cf) SS06 Middle Fiskv Austin, TX 78751 ,lie Rd., Suite A Tel: (512) 382-7938 Civil EF1Qineer C~Cammeraa. · 1 V-< Development Tgd.iy's Ed Resources eas. Tomorrow's Reality. 695 Town Cente . Costa Mesa, CA ;~~ve, Suite 110 Tel: (949) 610-899/6 Landscape Ari;hHect r.w.Apel landscap~ architects IIlC. 571-B H ygeia A Leucadia CA venue, tel (760/ 943 92024 c . -0760 A License 2825 Structurai Engineer l,,~TLCI ENGINEER · so ING LUTIONS ©Copyright 2020 255 S. Oran e Suite 1600 g Avenue Orlando, FL 32801 p 407.841.9050 wwwtl . GOA 15 TL . c-eng1neers.com THINK. LISTE .. C No.: 121718 n. CREATE. Mechanlcai, Electricat & Plu bl • m ng ~ngmeer exp U.S. Services I t· +1 nc. :iso1 ·w407.660.ooss r _ esthall Lan : +i,407.660.165S ~;!and, FL 327St ,:1. -,~ex- www.exp.com Project#: Cert of Auth: 29701 Seal Cl) N 0 N l-o w -::, 0 cc a.. <C -z C: 0 u.. -...I <C (..') ci z :3 0 (!:I LU ...I g N C. 0, :::, <( e u (.!> - -"O t:: "' "' .c E -5!? .!: ~ ~ c.:, "' ..: 1=□ w "O C C = Ct:! ci5 0 :a;; g -' "' C 0 NOT FOR BID OR CONSTRUCTION Issue DEVELOPMENT PERMIT RESUBMITTAL #1 RESUBMITTAL #2 RESUBMITTAL #3 04/26/22 Scale 1" -10' Title 10/01/21 11/30/21 03/21/22 04/26/22 PRIVATE STD Sheet RM DRAIN PLAN C-06 © 2021 SpeciJtArchitects ' 'i T ol : ::- ' ' V ' ~' ' EXISTING 8" c' WATER Lll;,E ~, , PROPOSED TRANSFORMER ' AND SWITCHGEAR PER SEPARATE PLAN AND PERMIT ' , EXISTING , ,SEWER LINE -...., ' ' ', ~c GAS LINE 2c EX BUILDING (NAP,) EX BUILDING (NAP.) LIMITS OF WORK DEMOLITION EX. RESTAURANT PATIO (NAP.) s -117 IRRIGATION _.-------w LI NE r ;~· .. ,' :r?'c'.------ 1 I -. EX MAINTENANCE ROAD (NAP.) ---·-- " ,,, - ------ -----_.--- PRIVATE WATER CONSTRUCTION NOTES: @ INSTALL¾" PVC SCH 80 WATER LINE @ CONNECT¾" PVC SCH BOWATER LINE TO EXISTING B'WATER MAIN @ CONNECT TO PROPOSED BUILDING PER SEPARATE MEP PLANS @ INSTALL 45° SCH 80 PVC BEND 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: INSTALL 4" PVC SDR-35 SEWER LATERAL r'ER CITY OF CARLSBAD STANDARD S-7 CONNECT TO EXISTING 8" SEWER MAIN CONNECT TO PROPOSED BUILDING PER SEPARATE MEP PLANS TRENCH AND BACKFILL PER CITY OF CARLSBAD STANDARD GS-25 INSTALL BACKWATER VALVE PRIVATE IRRIGATION CONSTRUCTION NOTES: CONNECT RE-ALIGNED IRRIGATION LINE 10 EXISTING IRRIGATION LINE POINT OF CONNECTION FOR PROJECT IRRIGATION SYSTEM INSTALL 4" CLASS 200 PVC RECYCLED WATER IRRIGATION PRESSURE MAINLINES AND CONTROL WIRES INSTALL 45° CLASS 200 PVC BEND PRIVATE POTABLE WATER WASHDOWN SYSTEM CONSTRUCTION NOTES: ~ CONNECT RE-ALIGNED POTABLE WASHDOWN MAINLINE TO EXISTING MAIN LINE PER SEPARATE LANDSCAPE PLANS ( WD2) INSTALL RE-ALIGNED POTABLE WA1GR WASHDOWN MAINLINE PER SEPARATE LANDSCAPE PLANS PRIVATE UTILITY DEMOLITION NOTES: [j] [}] PROTECT IN PLACE ITEM NOTED REMOVE AND RELOCATE EXISTING ELECTRICAL LINE PER SEPARATE PLAN AND PERMIT REMOVE PORTION OF EXISTING IRRIGATION LINE TO BE RE-ALIGNED REMOVE PORTION OF EXISTING POTABLe WATER WASHDOWN MAINLINE TO BE RE-ALIGNED GENERAL PRIVATE UTILITY NOTES: 1 ALL COMMUNICATION, ELECTRICAL, GAS, WASHDOWN, AND IRRIGATION CONSTRUCTION NOTES ON THIS PLAN ARE FOR REFERENCE ONLY, FINAL DESIGN ARE PER SEPARATE PLANS AND SEPARATE PERMIT RELOCATION OF DRY UTILITIES AND LANDSCAPE IRRIGATION LINES ARE PER SEPARATE PLANS, 2. UTILITY PIPE TRENCHING TO BE CONSTRUCTED PER Cl1Y OF CARLSBAD STD GS-25 3. ALL SEWER LINE IS TO BE LAID AT A MIN. 2% SLOPE. 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-BUIL1''. THEY ARE FROM A COMPILED UTILl1Y FILE OF DESIGNED UTILITIES FROM LEGOLAND (NOT AS-BUILT). SURFACE MANHOLES AND UTILl1Y BOXES WERE SURVEYED AND CONFIRMED IN THE FIELD, 6. DOMESTIC WATER LINES TO BE INSTALLED WITH MIN. 12" CLEARANCE BETWEEN BOTTOM OF WATER LINE AND TOP OF OTHER WET UTILl1Y 10 0 10 ~ _1 GRAPHIC SCALE SCALE: 1" = 10' 20 ;J; Archfi:Ect 0 0 ' ~ ;Specht 0 C'J 0 '? ;;:j 5306 Middle Fiskville Rd., Suite A o Austin, TX 78751 ~ Tel: (512) 382-7938 Cl Civil Engineer en ·~=;!i •W""<Resources Today's Ideas. Tomorrow's Reality. 695 Town Center Drive, Suite 11 D Costa Mesa, CA 92626 Tel: (949) 610-8997 Landscape Arctlitect landscape architects IIlC. 571-8 Hygeia Avenue, Leucadia, CA 92024 Lei (760) 943-0760 CA License 2825 Sru::11.:ral Engineer 1,,,\ TLCI ENGINEERING 1SOLUTIONS ©Copyright 2020 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 COA15 www.Uc-engineers.com TLC No.: 121718 THINK. USTEN. CREATE. Mechanical, Electrical, & Plumbirig Englrieer exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA .,:,. •1:-ex www.exp.com Project#: Cert of Auth: 29701 Seal CV) C'\J C) C'\J I- C'..) UJ ---:, 0 a: a.. c:c -z a: 0 u.. -...I c:c c:.:, ~ C z s 0 c:!:I w ...I co 0 0 C'J c:,_ 0, => <( 2 c., CJ --c, C 0, Q) _o E '.':' c:: "' ~(_) ~-s Cl c:: w -c, c:: c:: ~ .:: 0 Q) C, :a: .5 Q) C 0 NOT FOR BID, OR CONSTRUCTION Issue DEVELOPMENT PERMIT RESUBMITTAL #1 RESUBMITTAL #2 RESUBMITTAL #3 04/26/22 Scale 1" = 10' n1e 10/01/21 11/30/21 03/21/22 04/26/22 PRIVATE UTILITY PLAN Sheet C-07 © 2021 Specht ArcMects 1 1 EXISTING Si'ECIMEN FICUS MICROCARPA --, TREE SHALL REMAIN IN PLACE. PROTECT IN PLACE EXISTING SHRUBS. -----.1 PROTECT IN PLACE EXISTING IRRIGATION CONTROLLERS 3 EXISTING FICUS MICROCARPA TREES SHALL BE REMOVED. __j \I " q I I ii\ )\7 \1 • PROTECT IN PLACE EXISTING IRRIGATION -----{\-f-....--',d::---t\~~ VALVES. •~ ~h 1 EXISTING BRACHYCHITON TREE TO BE -----'!\+--~, -'e:-r--:-%''-rmWcmo/M:<" RELOCATED TO OTHER AREAS OF THE I -~~~ ~-~~~~ PROTECT IN PLACE EXISTING RECYCLED -~-<- WATER IRRIGATION MAINLINES & CONTROL WIRES (TYP). PORTION OF EXISTING RECYCLED WATER IRRIGATION MAINLINE TO BE REMOVED AND REPLACED IN NEW LOCATION (SHOWN SHADED). REFER TO CIVIL UTILl1Y PLAN. 3 EXISTING DRACEANA DRACO TREES TO BE RELOCATED TO OTHER AREAS OF THE PARK (BY OWNER). Conceptual Landscape Demolition Plan 1" = 20' \ \ ' ' \ \ I \ .. ..... l .·. / •· . . " " . I "· < .,i . /" ,,· . .6 -,, - <®' . , . --. • •a -- ' . • " ~ - ALL EXISTING PLANTING OUTSIDE LIMIT OF WORK LINE SHALL REMAIN IN PLACE (1YP.) '1 6 2 --------- ) I j 0 C EXISTING DRACEANA DRACO SHALL REMAIN IN PLACE. \ \ \ \ LEGEND REMOVE ALL EXISTING SHRUBS AND GROUNDCOVERS IN AREAS SHOWN HATCHED. PROTECT TREES TO REMAIN IN PLACE AS NOTED. NOTE: REFER TO CIVIL PLANS FOR DEMOLITION OF EXISTING HARDSCAPE. I EXISTING STAR JASMINE (TRACHELOSPERMUM JASMINOIDES) SHALL REMAIN IN PLACE. I I I I ~--ALL EXISTING LIVISTONA PALMS ;OUTSIDE LIMIT OF WORK LINE SHALL REMAIN IN PLACE. • \ I ' I I I ./ ' < ~ ~ EXISTING DRIVING SCHOOL ATTRACTION I ' ' ~, ' I'\ ----------- ~-EXISTING EUPHORBIA SP. SHALL REMAIN IN PLACE. ~--REMOVE EXISTING YUCCA SP. PROJECT LIMIT OF WORK LINE I , ALL EXISTING PLANTING OUTSIDE LIMIT OF WORK LINE SHALL REMAIN IN PLACE (1YP.) N 0 10' 20' 40' SCALE 1 "=20' E9 ~ Architect 0 0 ' ~ ;Specht 0 N 0 0 ' ;;::j 5306 Middle fiskville Rd., Suite A o Austin, TX 78751 ~ Tel: (512) 382-7938 □ ~vii ~ngineer u, c:~Commercial Development Resources 695 Town Center Drive, Suite 110 Cost! Mesa, CA 92626 Tel: (949) 610-8997 landscape Architect landscape architects IIlC. 571-B Hygeia Avenue, Leucadia, CA 92024 lei (760) 943~0760 CA License 2825 StructuraJ Engineer i\ TLCI ENGINEERING SOLUTIONS . ~pyr~ht 2020 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P407.841.9050 COA 15 www.Hc-engineers.com TLC No.: 121718 THINK. LISTEN. CREATE. MectmnicaJ, Electriwl, & Plumbing En~neer exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA •• ,. .. ,:-ex ..... , www.exp.com Project#: Cert of Auth: 29701 Cf) N 0 N I- (_) LU ---:::, 0 cc a... Seal ct -z a: C u.. -...J ct (.) ~ C z ct ...J C ~ w ...J 00 0 0 N Cl. "' => <t: eo CJ 1= -g "' .0 E ~ c:: "' ~(_) ..: Ea C: LU -c, c:: C: .!!l 1:: 0 "' 0, 2 .3 "' c:: 0 NOT FOR BID, OR CONSTRUCTION Issue DEVELOPMENT PERMIT RESUBMITTAL #1 RESUBMITTAL #2 RESUBMITTAL #3 Date 4/26/22 Scale As Noted T7tls 10/01/21 11/30/21 03/21/22 04/26/22 Conceptual Landscape Demolition Plan L-001 © 2021 Specht Arr:hrtecis 1 \ l EXISTING IRRIGATION -~',: CONTROLLERS I EXISTING RECYCLED WATER IRRIGATION MAINLINE \ \ \ \ ", I ""116' l, POINT OF CONNECTION -"- 1 .FOR PROJECT \\ \ IRRIGATION SYSTEM (RE-USE EXISTING VALVES) ! \ NEW 7'-8' HIGH THEMED WOOD FENCE \\ i \ -\ffi EMPLOYEE ACCESS PATH I < I [\,";: So '' \ \ ',11 1 1 I~ I ' ' ' ' ' L1 <I \ L1 I <l <I <I !J <l L1 <I / <I .. ~ ---. · EXISTING J I . ·~</· EMPL.OYEE DINING · .. \ · . PATIO "' · \ <I <l . . I . . !J I <I <I OVERHEAD CANOPY (REFER -"-' --ffi,.Y,'-i\:-+➔h" TO ARCHITECTURAL DWGS) \ I \ < 11-l-/\$,f./ I • • ,n L--0-ss ->< ' -I i ~ ' I ~ \ \ \ ~ -\ , I -I I co ' + Conceptual Landscape Plan 1" = 10' <I !J <l I ' . /"'~ " <I II <I !J <J ' /. "1 EXISTING SPECIMEN FICUS / TREE TO REMAIN -21 -~~ ,-SL/L--,~ NEW 4' HIGH RETAINING WALL <l NEW SHADE TREES . OVER QUEUE <J ,i <l NEW LEGO BRICK BUILDING AREA <I A '-8' HIGH D FENCE & MAINT SS GATE MENT AREA <J <J . <J !J <I <l <I <l <J <I " 6 <l <J -----LEGO MINI FIGURE MODEL (SYMBOL TYP.) <l <I <J <J !J LI L1 </ NEW STEEL QUEUE RAILING <l </ . ,1 SHADE UMBRELLA COVERAGE OVER QUEUE (REFER TO ARCHITECTURAL DWGS) <J DECOMPOSED GRANITE MULCH DER PLANTING (TYP) -~ -~ :J, NEW 4' HIGH THEMED ~~-c--+.__,,--W'!!'3OOD FENCE '\\_O))~ <J <l <l </ · " EXISTING 18" HIGH , "' RETAINING WALL TO . REMAIN </ <l <I .. " . <1 "fl ·,j EXISTING ADA RAMP ....5 . TO REMAIN -~ I"</ ' ' ,,, " EXISTING~NDIAN/2 I(\ lfr .d HAWTHORN TREES G:Jl TO REMAIN .,, <l <l EXISTING STAR JASMINE TO REMAIN <J <J ADA ENTRANCE ,, • . . ' RIDE ENTRY _' LEGO MODEL 4 4 ,. ... < ' '1-i7 .( --4 . ' . ' E STONE . . . ' ~ . 4. .. ·..\ . < . :..,;· . 4 •. .. , . ' .• _j. •4 .... _4 ... · _ _-:. ~1· ..... ' , .J -'"'-.,,lo 4 ... 4 . ~ ----- ' .,, w w w ...,"'-\ w ...,\ w .,, "• ,,, :, I I .,, -.y .:, NEW SHRUB MASSING EXISTING PLANTING "' ,,, 'r TO REMAIN ~-~J ~ w w/ w ==· re::w. w ___,.,,,,,,. w - . EXISTING ASPHALT PAVEMENT EXISTING 42" HIGH STEEL RIDE ENCLOSURE FENCE ON CONCRETE CURB NEW THEME PILASTE NEW ASPHALT PAVEMENT NEW CONCRETE INTERLOCKING PAVERS NEW ASPHALT PAVEMENT AT RECONFIGURED DRIVING SCHOOL ATTRACTION NEW CONCRETE PAVEMENT // ,,,✓ J / "-.' I ;"s(o // I I I I \ I "I NEW CONCRETE INTERLOCKING PAVERS \ ' / I / ,c \----- I ) / I I "-.... ~ ( I I I I EXISTING DRIVING SCHOOL ATTRACTION I NEW 42" HIGH STEEL RIDE ENCLOSURE FENCE ON CONCRETE CURB I} 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/MISSING PLANTS AS APPROPRIATE TO MEET CITY OF CARLSBAD LANDSCAPE MANUAL REQUIREMENTS. 3. ALL UTILITIES ARE TO BE SCREENED. LANDSCAPE MAINTENANCE RESPONSIBILITY: ALL LANDSCAPE AREAS ARE TO BE MAINTAINED BY THE PRIVATE LAND OWNER. "I AM FAMILIAR wrrH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CfTY OF CARLSBAD"S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PIAN IN COMPLIANCE wrrH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIPf THATTHE PIAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER." RICHARD W. APEL REGISTERED CALIFORNIA LANDSCAPE ARCHITECT No. 2825 N 0 5' 10' SCALE 1" = 10' 20' E9 -I ~ Architect C, C, ' ~ ;Specht C, "' C, C, ' ;;:j 5306 Middle Fiskville Rd., Surre A o Austin, TX 78751 ~ Tel: (512) 382-7938 0 Civil ElllJineer Cl) C~Commercial DeveJ□pment Resources 695 Town Center Drive, Suite 110 Costa Mesa, CA 92626 Tel: (949) 610-8997 LandscapB Ari;httect r.w.Apel landscape architects IIlC. 571-B Hygeia Avenue, Leucadia, CA 92024 tel (760) 943-0760 CA License 2825 Structural Engln€er ,/\TLCI EN(!INEERING ~ SOcUTIONS 255 S. Orange Avenue Suite 1600 @:Copyright 2020 COA 15 Orlando, FL 32801 P 407.841.9050 www .tic-engineers.com TLC No.: 121718 THINK. LISTEN. CREATE. Mechanical, Electrical, & Plumbing Engineer exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA ..:,. •1z.ex_ www.exp.com Project#: Cert of Auth: 29701 SoJ CV) N 0 N I- (.) LU "'J 0 a: a... z a: 0 u.. -....I < u ~ Cl z < ....I 0 c:.!:I w ....I co C, C, "' C. 0) => <( e u C!l 1= -g <D .c E ~ C e; ~u E cS LU "O C C _.!2 .::: 0 <D 0, :a:; <D _J <D C 0 NOT FOR BID, OR CONSTRUCTION Issue DEVELOPMENT PERMIT RESUBMITTAL #1 RESUBMITTAL #2 RESUBMITTAL #3 4/26/22 Scale As Noted Title Conceptual Landscape Plan Sheet L-002 © 2021 Specht Architects 10/01/21 11/30/21 03/21/22 04/26/22 PLANT LIST NOT ALL PLANT SPECIES LIST~□ MAY BE USED IN FINAL DESIGN. ALTERNATES ARE LISTED IN cfSE OF NURSERY UNAVAILABILITY AND SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. SYMBOL & ABBREVIATION BOTANICAL NAME EXISTING TREES TO REMAIN: NEW TREES: J I ) • FIC MIC FICUS MICROCARPA QUE AGR QUERCUS AGRIFOLIA-STANDARD ALTERNATES: QUERCUS ILEX QUERCUS SUBER AGO FLE AGONIS FLEXUOSA -STANDARD ACA PEN ACACIA PENDULA -STANDARD CUP DON CUPRESSUS 'DONARD'S GOLD' CUP SEM CUPRESSUS SEMPERVIRENS 'TINY TOWERS' JUN TOLL JUNIPERUS SCOPULORUM 'TOLLESONS WEEPING' LARGE SHRUBS (6' + HIGH): COMMON NAME INDIAN LAUREL FIG COAST LIVE OAK HOLLY OAK CORK OAK PEPPERMINT WILLOW DONARD'S GOLD CYPRESS TINY TOWERS ITALIAN CYPRESS TOLLESON'S BLUE WEEPING JUNIPER SIZE (B) SPACING 60'Wx40'T N/A 24" BOX PER PLAN 24" BOX PER PLAN 24" BOX PER PLAN 24" BOX PER PLAN 24" BOX PER PLAN 24" BOX PER PLAN , APPROX. WATER QUANTITY !~EEO (A) ' 1 M 9 VL L L 4 L 1 L 2 (L) 1 L 3 M 25 ACA CUL ACACIA CUL TRIFORMIS -BUSH KNIFE ACACIA 15 GAL 5' + L NOTES AVAIL@ BRIGGS TREE CO. 0 CAL CAN POD HEN CALLISTEMON 'CANE'S HYBRID' -BUSH CANE'S HYBRID BOTTLEBRUSH 15 GAL 5' + L . AVAIL@ BRIGGS TREE CO. ----=cc.=.c ___ +--=-'--'-"-'-'---~~~-----1-~~-+-~~~+----+-~--c---~------1 PODOCARPUS HENKELII -COLUMNS LONG LEAFED YELLOW WOOD 15 GAL 4'-5' O.C. ' M ' LIG TEX LIGUSTRUM JAPONICUM 'TEXANUM' -COLUMNS WAX LEAF PRIVET 15 GAL 4'-5' O.C. M I XYL CON XYLOSMA CONGESTUM SHINYXYLOSMA 5 GAL,15 GAL 5' + L MEDIUM SHRUBS (3' -6' HIGH): CAL LIT CALLISTEMON 'LITTLE JOHN' ACA COG ACACIA COGNATA 'COUSIN ITT' 0 LEU EBO LEUCODENDRON 'EBONY' LEU RED LEUCODENDRON 'RED GEM' NAN DOM i NANDINA DOMESTICA 'GULF STREAM' PIT VAR PITTOSPORUM TOBIRA 'VARI EGA TA' RHA UMB RHAPHIOLEPIS UMBELLATA MINOR SUCCULENTS: AEO VAR AEONIUM VARIETIES ALO CYN ALOE x 'CYNTHIA GIDDY' ALO STR ALOE STRIA TA CAL SPE CALANDRINIA SPECTABILIS SEN MAN SENACIO SERPENS YUC FIL YUCCA FILAMENTOSA 'COLOR GUARD' YUC REC YUCCA RECURVIFOLIA LOW SHRUBS, PERENNIALS & WOODY GROUNDCOVERS: V V V V © 0 © 0 © 0 © 0 < © Q © © © 0 © 0 > © 0 © © © © © O AAA•••• ORNAMENTAL GRASSES: GROUNDCOVERS: ~ ASP MYE CU MIN CHL COM DIE GRA DIA GAE JUN CON TRA JAS CAR DIV LOM BAB PEN FIR DYM MAR LON JAP MYO PAR PHY NOD MULCH (UNDER PLANTINGS): . -++++++ ++++++ ++++++ ++++++ -i-+ -,-+ -.,.. NOTES: ASPARAGUS DENSIFLORUS 'MYERS' CLIVIA MINIATA CHLOROPHYTUM COMOSUM DIETES GRANDIFLORA 'VARIGATA' DIANELLA CAERULEA 'CASSA BLUE' JUNIPERUS CONFERTA ' TRACHELOSPERMUM JASMINOIDES CAREX DIVULSA (C. TUMULICOLA) LOMANDRA x 'BABY BREEZE' PENNISETUM x ADVENA 'FIREWORKS' DYMONDIA MARGARETAE LONI CERA JAPONICA MYOPORUM PARVIFOLIUM PHYLA (LIPPIA) NODIFLORA DECOMPOSED GRANITE -3" DEEP (UNSTABILIZED) BARK -3" DEEP (A) WATER NEED PER WUCOLS IV, REGION 3 -SOUTHERN COASTAL: VL = VERY LOW L= LOW M = MODERATE/MEDIUM H = HIGH (--) = NO VALUE GIVEN. ESTIMATED BY LANDSCAPE ARCHITECT LITTLE JOHN BOTTLEBRUSH COUSIN ITT TEQUILA SUNRISE MIRROR PLANT CONEBUSH GULF STREAM HEAVENLY BAMBOO VARIGATED TOBIRA YEDDO HAWTHORN TREE HOUSELEEK ALOE 'CYNTHIA GIDDY' CORAL ALOE ROCK PURSLANE BLUE CHALKSTICKS COLOR GUARD YUCCA SOFT LEAF YUCCA ASPARAGUS FERN 'MYERS' CLIVIA SPIDER PLANT VARIEGATED FORTNIGHT LILY BLUE FLAX LILY SHORE JUNIPER STAR JASMINE EUROPEAN GRAY SEDGE (BERKELEY SEDGE) EVERGREEN BABY MAT RUSH FIREWORKS FOUNTAIN GRASS SILVER CARPET JAPANESE HONEYSUCKLE GROUNDCOVER MYOPORUM KURAPIA, CAPE WEED (BJ PER CITY STANDARDS, A MINIMUM OF 50% OF SHRUBS SHALL BE 5 GALLON SIZE EXCEPT ON SLOPES 3:1 OR STEEPER. 1 Conceptual Plant List & Landscape Notes 1" = 20' 104 5 GAL 3'-5' L 5 GAL 3'-5' L 5 GAL L 5 GAL 3'-5' L 5 GAL 3'-4' L 5 GAL M 5 GAL 3'-4' L 75 1 GAL-5 GAL 3'-4' L 1 GAL-5 GAL L 1 GAL-5 GAL 2'-4' L 1 GAL-5 GAL 3'-4' L 1 GAL-5 GAL 2'-3' L 1 GAL-5 GAL 3'-5' L 1 GAL-5 GAL 3'-5' L 94 1 GAL-5 GAL 2'-3' o.c. /Ml 1 GAL-5 GAL 2' O.C. L 6" POTS 2'-3' O.C. L 5 GAL 3'-4' o.c. L 5 GAL 2'-4' o.c. M 1 GAL-5 GAL 3'-4' O.C. L 1 GAL 2' O.C. M 92 1 GAL 30" O.C. L 1 GAL 30" o.c. L 1 GAL 30" O.C. L 926 S.F. FLATS 9" o.c. L FLATS 12" O.C. L FLATS 12" O.C. L PLUGS/ SOD 12" O.C. L 3,560 S.F. 2,787 S.F. LANDSCAPE NOTES REQUIRED 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. EROSION CONTROL MATTING SHALL BE STRAW TYPE. JUTE MATTING IS NOT ALLOWED. INSTALL THE MATTING WITH STAPLES AND ALL OTHER MANUFACTURER'S INSTRUCTIONS. 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 SIZE 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 SIXE 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 111 (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), ti 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. REQUIRED 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. EROSION CONTROL MATTING: INSTALL EROSION CONTROL MATTING ON ALL SLOPES 6:1 OR STEEPER. MATTING SHALL BE SHALL BE STRAW TYPE, JUTE MATTING IS NOT ALLOWED. INSTALL THE MATTING WITH STAPLES AND ALL OTHER MANUFACTURER'S INSTRUCTIONS. HYDROSEEDING IS NOT REQUIRED FOR THIS PROJECT. ROOT BARRIERS: ROOT BARRIERS SHALL BE INSTALLED AT ALL TREES THAT ARE WITHIN FIVE (5) FEET OF PAVEMENT. ROOT BARRIERS SHALL BE A MINIMUM OF FIFTEEN (15) FEET IN LINEAR DIMENSION ALONG EDGE OF PAVEMENT. BARRIERS MAY BE OMITTED FOR TREES IN CONCRETE RAISED PLANTERS. SOIL PREPARATION: PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED TO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED MEET THE REQUIREMENT OF THIS SECTION (MWELO 492.6). COMPOST AT A MINIMUM RATE OF FOUR (4) CUBIC YARDS PER ONE THOUSAND (1,000) SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX INCHES INTO THE SOIL. SOILS WITH GREATER THAN 6% ORGANIC MATTER IN THE TOP 6 INCHES OF SOIL ARE EXEMPT FROM ADDING COMPOST AND TILLING. (MWELO 492.6). THE APPLICATION OF ORGANIC MULCH MATERIALS MADE FROM RECYCLED OR POST-CONSUMER MATERIALS SHALL TAKE PRECEDENCE OVER INORGANIC MATERIALS OR VIRGIN FOREST PRODUCTS UNLESS THE RECYCLED OR POST-CONSUMER ORGANIC PRODUCTS ARE NOT LOCALLY AVAILABLE (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). COORDINATION WITH UTILITIES: DUE TO THE RELOCATION OF UTILITIES AFTER PLAN APPROVAL, THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO THE BEGINNING OF LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN UTILITIES FROM VIEW. PROVIDE THE LANDSCAPE ARCHITECT WITH AS-BUILT LOCATIONS AND/OR PROPOSED CHANGES TO THE LOCATION OF UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF LANDSCAPING SO THAT POTENTIAL CONFLICTS WITH TREES, PLANTS AND IRRIGATION SYSTEMS CAN BE IDENTIFIED AND RESOLVED. SALVAGE AND RELOCATION OF EXISTING TREES: CERTAIN EXISTING TREES AND PLANT MATERIAL SHALL BE DUG AND REPLANTED ON THE PROJECT SITE PER THE PLANTING PLANS, OR BOXED AND RETURNED TO LEGOLAND FOR STORAGE AND FUTURE USE. ALL TREES TO BE RELOCATED SHALL BE TAGGED IN THE FIELD BY THE LANDSCAPE ARCHITECT PRIOR TO SITE DEMOLITION. SOIL ANALYSIS REPORT AND RECOMMENDATIONS: A HORTICULTURAL SOIL ANALYSIS REPORT AND RECOMMENDATIONS SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. IF GRADING IS NOT REQUIRED FOR THE PROJECT, THE REPORT SHALL BE SUBMITTED WITH THE LANDSCAPE DOCUMENTATION PACKAGE. IF THE PROJECT INVOLVED MASS GRADING OF THE SITE, THE SOIL REPORT AND RECOMMENDATIONS SHALL BE SUBMITTED WITH THE CERTIFICATE OF COMPLETION. AFTER COMPLETION OF GRADING, BUT PRIOR TO PLANTING, THE LANDSCAPE CONTRACTOR SHALL OBTAIN THE SOIL REPORT AND RECOMMENDATIONS AT HIS EXPENSE AND SUBMIT TO THE LANDSCAPE ARCHITECT FOR REVIEW. THE LANDSCAPE ARCHITECT MAY THEN REVISE THE CONTRACT DOCUMENTS AND/OR SPECIFICATIONS IN ORDER TO IMPLEMENT THE RECOMMENDATIONS OF THE SOIL REPORT. THE SOIL ANALYSIS SHALL INCLUDE INFORMATION ABOUT THE SOIL TEXTURE, SOIL INFILTRATION RATE, PH, TOTAL SOLUBLE SALTS, SODIUM, AND PERCENT ORGANIC MATTER. SOIL SAMPLES SHALL BE TAKEN FROM ENOUGH LOCATIONS ON SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. IN PROJECTS WITH MULTIPLE LANDSCAPE INSTALLATIONS OR A LARGE LANDSCAPE PROJECT OF MORE THAN 10,000 SQUARE FEET, A SOIL SAMPLING RATE OF 1 IN 7 LOTS OR 15% IS AN ADEQUATE CROSS SECTION. THE REPORT SHALL IDENTIFY ANY RECOMMENDED SOIL AMENDMENTS, TYPE, AND QUANTITY THAT MAY BE NECESSARY TO FOSTER PLANT GROWTH AND PLANT SURVIVAL IN THE LANDSCAPED AREAS. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE (2% GRADE IN PLANTING AREAS) AWAY FROM ALL STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. ALL UTILITIES ARE TO BE SCREENED. ALL LANDSCAPE AREAS ARE TO BE MAINTAINED BY THE PRIVATE LAND OWNER. ALL EXISTING PLANTING AND/OR IRRIGATION DESIGNATED TO REMAIN ON SITE SHALL BE PROTECTED IN PLACE. ANY EXISTING PLANTING OR IRRIGATION DAMAGED DURING THE COURSE OF THE PROJECT SHALL BE REPLACED IN KIND TO THE SATISFACTION OF THE CITY AND PER LANDSCAPE MANUAL REQUIREMENTS. ~ Architect 0 0 ' lSpecht 0 "' 0 0 ' N 5306 Middle Fiskville Rd., Surre A o Austin, TX 78751 ~ Tel: (512) 382·7938 0 Civil Engineer (/) C~Ccmmercial Development Resources 695 Town Center Drive, Suite 110 Costa Mesa, CA 92626 Tel: (949) 610-8997 Landscaf.€ Architect landscape architects !IlC. 571-B Hygeia Avenue, Leucadia, CA 92024 tel (760) 943-0760 CA License 2825 Structural Engineer ,~. TLCIENGINEERING 4~,, 1 S0LUTIONS 255 S. Orange Avenue Suite 1600 €Copyright 2020 COA 15 Orlando, FL 32801 P407.841.9050 WWW .Uc-engirieers.com TLC No.: 121718 THINK. LISTEN. CREATE. MBChaflical, Ele~trical, & PlllITlbing EngineBr exp U.S. Services Inc. t +1,407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA .:•. •1:-ex ....... , www.exp.com Project#: Cert of Auth: 29701 00 0 0 N a.. 0, ::, <( i=' Ll (!'.> -'O C: "' "' .c E ~ C: "' ~u .!B □-c: w 'O C: @ 7:: 0 "' 0) ;;;; "' ..J "' C: 0 NOT FOR BID, OR CONSTRUCTION Issue DEVELOPMENT PERMIT RESUBMITTAL #1 RESUBMITTAL #2 RESUBMITTAL #3 Date 4/26/22 Scale As Noted 10/01/21 11/30/21 03/21/22 04/26/22 Conceptual Plant List & Landscape Notes Sheet L-003 © 2021 Specht Archi(BGls 1 LANDSCAPE WATE!q CONSERVATION NOTES THE PROJECT HAS BEEN DE§1GNED TO INCORPORATE THE FOLLOWING WATER CONSERVATION MEASURES: 1. PLANNING AND DESIGN: THE LANDSCAPE PLAN IS DESIGNED TO INCORPORATE PLANT SPECIES THAT ARE COMPATIBLE WITH THE ESTABLISHED LANDSCAPE PLANT PALETTE AT THE LEGOLAND PARK AND EXCLUDES THE USE OF HIGH WATER USE PLANTS. POTABLE WATER RESOURCES ARE CONSERVED BY THE EXCLUSIVE USE OF RECYCLED WATER FOR LANDSCAPE IRRIGATION. THE PROPOSED PLANTING AND IRRIGATION SYSTEM DESIGN WILL BE IN COMPLIANCE WITH THE CITY OF CARLSBAD'S LANDSCAPE MA.NUAL 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. \ [! I \ !if \ I . 4. . " . -,. <><XXA •. 4 ·EXISITING EMPLOYEE 0 DINING PATIO 2. SOIL PREPAR/\TION: 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 ARE AUTOMATICALLY ADJUSTED WITH DATA FROM AN ON-SITE WEATHER STATION. THE WEATHER SlATION 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. I I ,----PROJECT AREA (21,068 S.F.) / -I / ,'.' I /? EXISTING DRIVING SCHOOL ATTRACTION ( / ___./ )) .! • 5. PROFESSIONAL LANDSCAPE MAINTENANCE AND MANAGEMENT: THE PROJECT WILL BE MAINTAINED BY TRAINED IN-HOUSE HORTICULTURAL STAFF AND/OR CAREFULLY SUP~RVISED OUTSIDE PARTNERS. THE LANDSCAPE MAINTENANCE STAFF AT LEGOLAND HAVE LONG-TERM EXPr-RIENCE WITH THE SPECIFIC CONDITIONS AND CHALLENGES OF THE 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 SYSTEMS TO THE EXISTING ON-SITE STORM WATER BIORETENTION BASIN LOCATED ALONG THE SOUTHERLY BOUNDARY OF THE LEGOLAND SITE. f I, / I I I I ~ EXISTING Conceptual Landscape Water Conservation Plan 1" = 20' J EXISTING LEGO MOVIE WORLD ATTRACTION AREA ---------- IRRIGATION WATER USE AREAS SYMBOL DESCRIPTION AREA (S.F) PERCENTAGE ~ AREA OF PROPOSED 6,347 S.F. 100% RECYCLED WATER USE. iii AREA OF EXISTING RECYCLED WATER USE. NOTES: RECYCLED WATER IS PROPOSED FOR 100% OF ALL LANDSCAPE IRRIGATION IN THE 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(S)) AREAS LESS THAN TEN (10) FEET IN WIDTH IN ANY DIRECTION SHALL BE IRRIGATED WITH SUBSURFACE IRRIGATION OR OTHER MEANS THAT PRODUCES NO RUNOFF OR OVERSPRAY (MWELO 492.?(T)). SCALE 1 "=20' N 40' ffi ~ Architect 0 0 ' ISpecht 0 N 0 0 ' ;;:j 5306 Middle Fiskville Rd., Suite A o Austin, TX 78751 ~ Tel: (512) 382-7938 a Civil Engineer u, C~Commercial Development Resources 695 Town Center Drive, Suite 110 Costa Mesa, CA 92626 Tel: (949) 610-8997 Lanctscaoa Archi\Bct landscape architects IIlC. 571-B Hygeia Avenue, Leucadia, CA 92024 tel (760) 943-0760 CA License 2825 Structural EnglnBer \ TLCI ENGINEERING SOLUTIONS . ~opyrigh!2020 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P407.841.9050 COA 15 www.tlc-engineers.com TLC No.: 121718 THINK. LISTEN. CREATE. Mechanical, Electrical, & Plumbing Engineer exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA .:,. ··~ex ___ _ www.exp.com Project#: Cert of Auth: 29701 CV) C'J :$ 00 0 z 0 N 0 a: C. 0, C'J 0 :::, ct E: '-' LL C!l --I-..J C: "' < E C) r.., C: ·1,; ~ 1= LI.J C .s z C: LU ---:, < C: ..J ;::: 0 0 "' 2 C, c::c. w ..J a... ,~, NOT FOR BID, OR CONSTRUCTION Issue 'O "" .c "' .::: "" '-' ,.: Cl 'O C: "" 0 °' "' _J "' C: Cl DEVELOPMENT PERMIT 10/01/21 RESUBMITTAL #1 11/30/21 RESUBMITTAL #2 03/21/22 RESUBMITTAL #3 04/26/22 Dare 4/26/22 Scale As Noted 1itle Conceptual Landscape Water Conservation Plan Sheet L-004 © 2021 Spec~t Architects I' 1 \ Jf I I I \ < Landscape Hydrozone Diagram 1" = 20' < ' ~'@.· .. · ,:! .. -------- SLA (MW-D) 168 SF / SLA (LW-D) / 626SF -r.====="" -------- HYDROZONE INFORMATION TABLE PLAN SYMBOL HYDROZONE * LW-MP / SLA I L,7., ..,7., ..,7., 7., 7., ~ 'i_,'-i.., '-i.., '-i.., '-i.., '-i.., '-i.., "'-i I '7 '; '7' '7 • '7 '-- MW-MP/ SLA I LW-D / SLA MW-D / SLA * Hydrozones: VLW = Very low water use plants LW = Low water use plants MW = Moderate water use plants HW = High water use plants SLA = Special Landscape Area (for recycled water use) ' ZONE OR IRRIGATION PLANT TYPE/ HYDROZONE % OF TOTAL VALVE METHOD** FACTOR*** (PF) AREA (S.F.) AREA MP 0.3 1,236 19% MP 0.5 1,206 19% D 0.3 2,381 38% D 0.5 1,524 24% ' ' ' TOTAL ALL HYDROZONES: 6,347 # ! 100% ** Irrigation Method: MS = Micro-spray S = Spray R = Rotor B = Bubbler D = Drip MP = MP Rotator i ' I TOTAL SLA: 6,347 # I 100% *** Plant factor from WU COLS IV (Region 3 -South Coastal) # NOTE: ALL HYDROZONE AREAS IN THIS PROJECT ARE A SPECIAL LANDSCAPED AREA (SLA) FOR RECYCLED WATER USE. ---------------------------- 7 / I (:;) ' I __, I N 0 10' 20' 40' SCALE 1 "=20' EB 2 MAXIMUM APPLIED WATER ALLOWANCE (MAWA) CALCULATION The MAMA shall be determined by the following equations: Residential: MAWA = (Eto)(0.62)[(0.55 x LA) + (0.45 x SLA)] Non-Residential: MAWA = (Eto)(0.62)1(0.45 x LA) + (0.55 x SLA)] Abbeviations used in the equations: MAWA Maximum Applied Water Allowance in gallons per year. ETo Evapotranspiration in inches per year. 0.62 Conversion factor to gallons per square foot. 0.55 or 0.45 ET adjustment factor (ETAF) for plant factors and irrigation efficiency. LA Landscaped area includes special landscape area in square feet. 0.45 or 0.55 The additional ET adjustment factor for a special landscaped area (1.0-0.55=0.45, or 1.0-0.45=0.55) SLA Special landscaped area in square feet. MAWA calculation: MAWA = (44.0*)(0.62)1(0.45 X 6,347) + (0.55 X 6,347)] (27.28)1(2,856) + (3,491)] (27.28)(6,347) 173,146 * ET□ used is per Carlsbad Landscape Manual. East of 1-5 and West of El Camino Real = 44.0 Maximum Applied Water Allowance = 173,146 gallons per year. ESTIMATED TOTAL WATER USE (ETWU) The following equation shall be used to calculate the ETWU for each landscaped area and the entire project: ETWU = (ETo)(0.62) (PF~ HA + SLA) Abbeviations used in the equations: ETWU Estimated total water use in gallons per year. ETo Evapotranspiration in inches per year. 0.62 Conversion factor to gallons per square foot. PF Plant factor from WUCOLS. HA Hydrozone area in square feet. Each HA shall be classified based upon the data included in the landscape and irrigation plan as high, moderate, low, or very low water use. IE Irrigation Efficiency of the irrigation method used in the hydrozone. SLA Special landscaped area in square feet. HYDROZONE TABLE FOR CALCULATING THE ETWU CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) Evapotranspiration Rate (ETo)* Conversion Factor (Step 1 x Step 2) Plant Factor (PF)**(From WUCOLS)(VLW-HW) (0.1-0.8) Area of Hydrozone (s.f.) (HA) (Step 4 x Step 5) Irrigation Efficiency (IE)*** (Step 6 / Step 7) Hydrozone Number (1-5 with SLA Zone Below) 44.0 0.62 27.28 0.3 0.5 0.3 1,236 1,206 2,381 371 603 714 0.75 0.75 0.80 495 804 893 0.5 1,524 762 0.80 953 (Total All Step 8 + Total SLA s.f. in Step 5) 6,347 (not including the areas in step 8 since all zones are SLA's). (Step 3 x Step 9) Estimated Total Water Use in gallons 1 •••••••·•·• • per year (ETWU) -Total shall not exceed MAWA *ETo: West of 1-5 = 40.0 East of 1-5 and West of El Camino Real -44.0 East of El Camino Real = 47.0 Applicant may provide a different ET□ if supported by documentation subject to approval by the City Planning Division. 173,146 gallons per year J (does not exceed MAWA) ** Plant Factor & Water Use: 0.1 = VLW -Very low water use plants 0.3 = LW -Low water use plants 0.5 = MW -Moderate water use plants 0.8 = HW -High water use plants ESTIMATED MAXIMUM IRRIGATION FLOW DEMAND: 52 G.P.M. *** !E: Micro-spray = 0.80 Spray = 0.72 Rotor =0.72 MP Rotator= 0.75 Bubbler= 0.75 Drip = 0.80 Water Efficient Landscape Ordinance Calculations No scale ~ ;Specht c:, N c:, c:, ' ~ N c:, N c... Cl (J) 5306 Middle Fiskville Rd., Suite A Austin, 1X 78751 Tel• (512) 382-7938 Civil Engirieer C~Commercial Development Resources 695 Town Center Drive, Suite 110 Costa Mesa, CA 92626 Tel: (949) 610-8997 Landscape Architect landscape architects !IlC. 571-B Hygeia Avenue, Leucadia, CA 92024 tel (760) 943-0760 CA License 2825 Strucltiral Engineer '\ TLCI ENGINEERING SOLUTIONS 255 S. Orange Avenue Suite 1600 @Copyright 2020 COA 15 Orlando, FL 32801 P 407 .841 .9050 www.llc-engineers.com TLC No.: 121718 THINK. LISTEN. CREATE. Mechanical, Electrical. & Plumbing Engineer exp U.S. Services Inc. t +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA .:,. •1:•ex .... _. www.exp.com Project#: Cert of Auth: 29701 C") N 0 N I-c..:> w ---:, 0 cc a... <C -z a: C u.. -...J <C c.:, -C z <C ...J C cs w ...J co c:, c:, N Cl. 0, :, <( e '-' (!) -'C C "' <D .0 E U) "' C "' ·;;; (.) i= ...:: .l!l Cl C LU 'C C C "' "' 0 <D 0, :a; <D -' <D C 0 NOT FOR BID, OR CONSTRUCTION Issue DEVELOPMENT PERMIT RESUBMITT AL #1 RESUBMITTAL #2 RESUBMITTAL #3 4/26/22 As Noted lllle 10/01/21 11/30/21 03/21/22 04/26/22 Landscape Hydrozone Diagram & W.E.L.O. Calculations S!lee! L-005 © 2021 Sriecht Arr:hitects EB EXISTING/OUTSIDE Of SCOPE: /'-• ..,_ OUTDOOR DINING PATIO FOR -----------------------#------''--<------------------'------ FUN TOWN MARKET ', • ..._ GENERAL QUEUE ENTRANCE ------------------------JC'-.-·-·_·_· ____ · __ ,-_ ..... _-_ ..... _·~~---------------------n 60" CLEAR TURNING CIRCLE --------------+--'-------4--------------'I----------------. I EXIST RETAINING WALL TO ______________ _,_! ~-----.--"-~-~~~~---"->1---- REMAIN; REF CIVIL ' ... '~ .-------------- NEW RETAINING WALL; ------------~__.l_-_'-._.:,,-__.._:N=----- REF CIVIL APPROX UMBRELLA LOCATION HVAC EQUIPMENT, TYP; REF MECHANICAL 1 Stte Plan Scala: 1/16" = 1'-0" EXIST SERVICE ROAD ...... ..... ..... EXIST BLDG TO REMAIN EXIST. BLDG· TO \ REMAIN / / / -.,__ _____ EXISTING BRIDGE TO REMAIN I I I (, ' I I I I I I I I I I to--------EXIST ACCESSIBLE RAMP I .,_ ___ EXIST WALK NEW/CONT, CURB AND PLANTER AT RIDE PERIMETER EXISTING DRIVING SCHOOL ATTRACTION TO REMAIN GRAPHIC SCALE 0' 4' 8' 16' 32' GROSS FLOOR AREA SCHEDULE LEVEL :AREA 0. PITLEVEL , 3379 SF 1.LEVEL 1 '1582 SF 4961 SF STREET ADDRESS SITE ACREAGE: DISTRIBUTED AREA/LIMITS Of GRADING EXISTING ZONING GENERAL PLAN LAND USE CLASSIFICATION OF LOTS NUMBER Of UNITS NUMBER Of LOTS DWELLING DENSITY TOTAL BUILDING S.F. (GROSS) TOTAL BUILDING COVERAGE S.F, PROPOSED BUILDING COVERAGE% (FOOT PRINT) PERCENT Of LANDSCAPING . • NUMBER Of PARKING SPOTS EMPLOYEE SQUARE FOOTAGE RECREATION SPACE SQUARE FOOTAGE AREA OF UNDEVELOPED SITE STORAGE SPACE ! AVERAGE DAILYTRAFFIC I NAME Of SEWER,WATER, AND SCHOOL DISTRICT PROPOSED DRAINAGE DISHCARGE I PROPOSED WATER DEMANDS FOR THE RESTROOMS FEMA FIRMette ZONE APN LEGAL PEAK IRRIGATION WATER DEMANDS (REF L-005) REF C-03 FOR EARTHWORK QUANTITIES PEAK WATER & SEWER DEMANDS ONE LEGOLAND DRIVE i OWNER/DEVELOPER ! CARLSBAD, CA 92008 LEGOLAND CALIFORNIA ONE LEGOLAND DRIVE 21,068 FT' (.48 ACRES) CARLSBAD, CA 92008 PHONE: 858.334.8938 -CONTACT: TOM STORER C-T-Q CONSTRUCTION MANAGER EMAIL: TOM.STORER@LEGOLAND.COM VG --DESIGN ARCHITECT AMUSEMENT PARK SPECHT ARCHITECTS 5306 MIDDLE FISKVLLE, SUITE A NA AUSTIN, 1)( 78751 ~ PHONE: 512.382.7938 NA CONTACT: TRAVIS POWER, AIA PROJECT ARCHITECT NA ! EMAIL: TRAVIS@SPECHTARCHITECTS.COM -""--' _j GOREE ARCHITECTS INC NA ' ARCHITECT OF RECORD 4,961 FT' 5151 SAN FELIPE STREET, SUITE 1700 -HOUSTON, 1)( 77056 3,808 FT' PHONE: 713.294,7150 --CONTACT: MICHAEL WANJA, AIA 18,1% VICE PRESIDENT, ARCHITECT OF RECORD EMAIL: TRAVIS@SPECHTARCHITECTS.COM 30,1% CIVIL ENGINEER/SURVEY CDR COMMERCIAL DEVELOPMENT RESOURCES NA 695 TOWN CENTER DRIVE, SUITE 110 COSTA MESA, CA 92626 NA PHONE: 949.610.8997 -CONTACT: AARON ALBERTSON NA PRINCIPAL EMAIL: AALBERTSON@CDRWEST.COM ,- NA STRUCTURAL ENGINEER -TLC ENGINEERING SOLUTIONS NA 255 S. ORANGE AVENUE, SUITE 1600 ORLANDO, FL 32801 NA PHONE: 407.841.9050 -CONTACT: DERICK THOMPSON EWA, CMWD, CUSD PRINCIPAL EMAIL: DERICK.THOMPSON@TLC-ENG.COM TBD MEP ENGINEER EXP U.S. SERVICES INC. NA 2601 WESTHALL LANE MAITLAND, FL 32751 PHONE: 407.660.0088 ZONEX CONTACT: MARIE CROTTY -PROJECT MANAGER 211-100-09-00 EMAIL: MARIE.CROTTY@EXP.COM LOTS 18 & 19 OF CITY OF LANDSCAPE ARCHITECT CARLSBAD, TRACT 94-09, R.W.APEL LANDSCAPE ARCHITECTS INC, CARLSBAD RANCH -571-B HYGEIA AVENUE UNITS 2 & 3, ACCORDING LEUCADIA, CA 92024 TO MAP THEREOF NO. PHONE: 760.943.0760 13408 RECORDED IN THE CONTACT; RICHARD APEL OFFICE Of THE COUNTY PRINCIPAL RECORDER OF SAN DIEGO EMAIL: RICHARD.APEL@RWAPEL.COM COUNTY ON APRIL 1, 1997 GEOTECHNICAL ENGINEERS i NOVA SERVICES, INC. 52 GPM 4373 VIEWRIDGE AVENUE, SUITE B SAN DIEGO, CA 92123 PHONE: 858.292.7575 CONTACT: WAIL MOKHTAR SENIOR PROJECT MANAGER EMAIL: WMOKHTAR@USA-NOVA.COM 5 GPM COP & SDP PERMITS FORMS SUBMITTED P-1 LAND USE REVIEW APPLICATION P-1 (A) DISCLOSURE STATEMENT P-1 (B) PROJECT DESCRIPTION P-1 (C) HAZARDOUS WASTE AND SUBSTANCES STATEMENT P-1 (D) E1A INFORMATION FORM P-1 E TIME LIMITS ON DISCRETIONARY PROJECTS ( ) P-2 DEVELOPMENT PERMITS P-30 CLIMATE ACTION PLAN CONSISTENCY CHECKLIST i I ~ Architect 0 0 ' ~ N 0 N Cl.. 0 pecht u IN COLLABORATION W/ GOREE ARCHITECTS, INC ---a 8 SPECHT ARCHITECTS o 5306 Middle Flskville Rd GOREE ARCHITECTS 5151 San Felipe St Suite 1700 Houston, 1)( 77056 Tel: (512) 382-7938 ' ~ Suite A N o Austin, 1)( 78751 ~ Tel: (512) 382-7938 0 Civil Engineer u, C~Commercial Development Resources Today's Ideas. Tomorrow's Reality. 695 Town Center Drive, Suite 11 O Costa Mesa, CA 92626 Tel: (949) 610-8997 landscape Architect r.w.Apel landscape architects !IlC. 571 ~B Hygeia Avenue, Leucadia, CA 92024 tel (760) 943-0760 CA License 2825 Structurai Engineer 4~1TLCI ~~<t1~~7~1~'i ©Copyright 2020 255 S. Orange Avenue Suite 1600 Orlando, Fl 32801 P407.841.9050 COA15 www.tlc-englneers.com TLC No.: 121718 1HINK. l!SiEN. Cl1!EA'l"I!:. Mechanical, Ele,::trical, & Plumbing E~giJlfJer exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA .:,. ·,·:-ex~. www.exp.com Project#: Cert of Auth: 29701 M C'\J 0 C'\J I- (_) LU ---::, 0 cc. CL ct -z cc: 0 LI. -...I ct u -C z ct ...I 0 (.!:I w ...I co 0 0 N c,_ 0, => <J: e o (!J -"O c:: "' a, .0 E "' ,:: c:: "' ·o; u t::: a, .: -0 c:: LI.J "O c:: c:: "' ,:: 0 "' O> :;; a, _, a, c:: 0 NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION issue DEVELOPMENT PERMIT RESUBMITTAL #1 RESUBMITTAL #2 RESUBMITTAL #3 04/26/22 Scale 1/16" = 1 '·0" Site Plan Sheet A-001 © 2021 Specht Architects 10/01/21 11/30/21 03/21/22 04/26/22 N EB EMERGENCY--+---- ACCESS GATE NEAREST PARK RESTROOMS --,- LOCATED IN BUILDING PROJECT LOCATION SIDEWALK \ \ \ ADDITIONAL 10' LANDSCAPE SETBACK PER SDPAMENDMENT 96-14A ~ 1 Inner Park Site Plan Scale: 1" = 100'·0'' 45' LANDSCAPE & PARKING SETBACK 50' BUILDING SETBACK FROM EASTERN CURB OF LEG0LANO DRIVE ORIGINAL 35' BUILDING & LANDSCAPE SETBACK ADDITIONAL 10' LANDSCAPE SETBACK PER SOP AMENDMENT 96-14A -\ PUBLIC TRAIL EASMENT -PARK TO RESORT PATH RESORT SECURITY FENCE SCALE 1"[100=' N EB D 50°: 100':: ~-200U ~ Archll€ct 0 0 • ~ N 0 N Cl.. echt 8 IN COLLABORATION W/ GOREE ARCHITECTS, INC ..__ 0 N SPECHT ARCHITECTS GOREE ARCHITECTS 8 5306 Middle Fiskville Rd 5151 San Felipe St ~ Suite A Suite 1700 2l Austin, TX 78751 Houston, TX 77056 ~ "'Te::;l:::(5=12'"-) .:.:38:::.2_-7_93_8 ___ Te_l:-'-(5_12-'-) _38_2-_79_38 Cl Civil Engineer (.I) C~Commercial Development Resources Today's Ideas. Tomorrow's Reality. 695 Town Center Drive, Suite 110 Costa Mesa, CA 92626 Tel: (949) 610-8997 Landscape Architect landscape architects IIlC. 571-B Hygcia Avenue, Leucadia, CA 92024 tel (760) 943-0760 CA License 2825 Structural Engineer ' .\ TLCI ENGINEERING A 1 l<QLJTIONS ~ 1~ • ©Copynghl 2020 255 S. Orange Avenl.le Suite 1600 GOA 15 Orlando, FL 32801 www.tlc-engineers.com P407.841.9050 TLC No.: 121718 THINK. USTEN. CR~ATE. Mechanical, Electrical, & Plumbing Engineer exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA ~:,. •1:•ex www.exp.com Project#: Cert of Auth: 29701 CV) N 0 N I- c::c -z cc: C u.. -....I c::c ~ - co 0 0 N C. O') =i <( 2 (.) "' 'O -"' C: "' .::, E "' .:: C: "' 'oi c.:, c...:, t::'. ,._;-C "' UJ -Cl z C: u.J 'O ---:> c::c C: C: "' ....I .:: 0 0 0 "' C, 2 "' CJ _J cc: "' w C: ....I 0 a... Seal NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION Issue DEVELOPMENT PERMIT RESUBMITTAL #1 RESUBMITTAL #2 RESUBMITTAL #3 DalB 04/26/22 Scale 1" -100'-0" Title Inner Park Site Plan Sheet A-010 © 2021 Specht Architects 10/01/21 11/30/21 03/21/22 04/26/22 0----- ©-- /-;'\~ ~~ 1·••~~1,~ \ COVERED ROOF ABV. --~----------+,+--- VERIFY COLUMNS W/ STRC (FINAL DESIGN TBD) F_J ____ t----u----4------1 I I I I I I ,,...., ___ 13· •. 11 j 5' -D 1/l' 1D'. 5•• 5' -D 1/2" i .. PIT~ 003 DOWNSPOUT -----. ! PDC-1 WALL-MTO DA\IJTCRANE ~-lmll APPROX OIL COOLER -~ LOCATION; REF MEP , OCCUPANCY: ASSEMBLY WITHOUT-----1!1- FIXED SEATING (NET) I ; I i 1: I I s€>4 6 ----- PFE-21 I 3 EXIT CORR 1€,2 I 103 I 6 ----- II 1 5' -11" 21~5 <0> PRE-SHOW ACCESSIBLE ~• 100. EGRESS AND EXIT I ~ 3 I 100 : 861 :f j I PFE-2! I .. I II I I I I I I I I I 7' -7': :7 I I I I I I !~ 1100.3 \ :,~ I I ; 1 fa'-+-----60•• CLEAR TURNING " --_. CIRCLE, 1YP i -----,·1---.------REFLANDSCAPE Ii --- 1" '\ i: APPROX UMB-1 ~----=~• -----+·•+-11 ---!I------UMBRELLA POLE ' ' I , , 1 LOCATION '---/ II 7i I II ! , I i t ( l _______________________ J I ,-----------------------' 11 '. . \ I "'· / ~--- ---~ _ __, _____ PLAY AREA; REF THEMING APPROX UMB-1 UMBRELLA ·, /~------,.-----POLE LOCATION REFERENCE LANDSCAPE ,.___-4!-------FOR GROUND CONDITIONS AND MATERIALS GRAPHIC SCALE o• 2• 4• 8' 16' 11 ' I / FENCING REQUIRED W/ DOOR, / 1~(0® 1~: ~ PIV AfCESS 7 I 210i1~~ :;~ ~~6~fROE~~Nfi ----+-1c;,,i-, ,-----f---'e.-"'-':1----,1 c-~--~,~--_~ .... ~,,-cc.i=,_=,-~=-~1-----lt--; -/--"-I fi! ,, 30' -2 316" MIN (RESTRICTE AREA) 9200mm ---1---l / 6' -13! 14" / I 7'-103/W 2393mm PROVIDE CHASE TO 200:0:mm HYDRAULIC ROOM PER --~--~--~-1-----;-:+---+---~ I MFR REQUIREMENTS THICKENED SLAB; REF STRC & ----,-m RIDE MFR DRAWINGS PLATFORM W/ MIN 400mm (WIDE) X 400mm (DEEP) OPENING TO FEED ----+-IH-+-, CABLES TO BOTTOM OF E-CAB. ©-- 0---r-- / 305 SF OCCUPANCY: ACCESSORY I GROSS -------i: HYDRAULICS 001 I 1 254 'SF 7 OCCUPANCY: ACCESSORY/ I GROSS I L __ J -,.w: ? I.J...j ,, Q__ I I. I RIDE I 002 1924 SF OCCUPANCY: (REF 2/A-100) PIT MECH 2 I oos 305 Sf PSI---+-< EE ,',.' ' '.fl :\,;1 c'/ I i GRAPHIC SCALE 0' 2• 4' ------------- 8' rn OCCUPANCY CLASSIFICATION(SI ASSEMBLY GROUP A-3 TYPE OF CONSTRUCTION IIB OUTDOOR QUEUE FLOOR AREA SCHEDULE OUTDOOR AREA !AREA QUEUE LINE 12140 SF 2140 Sf GROSS FLOOR AREA SCHEDULE LEVEL AREA 0. PIT LEVEL 3379 Sf 1.LEVEL 1 1582 Sf 4961 Sf ~ Arch~ect C> !Specht c.., --0 IN COLLABORATION W/ GOREE ARCHITECTS, INC ~ SPECHT ARCHITECTS o 5306 Middle fiskville Rd GOREE ARCHITECTS 5151 San Felipe St Suite 1700 Houston, TX 77056 Tel: (512) 382-7938 ' ~ Suite A N o Austin. TX 78751 ~ Tel: (5121 382-7938 Cl CNil Engineer u, C~Commercial Development Resources Tgday's Ideas. Tomorrow's Reality. 695 Town Center Drive, Suite 110 Costa Mesa, CA 92626 Tel: (949) 610-8997 Landscape Architect landscape architects IIlC. 571-B Hygeia Avenue, Leucadia, CA 92024 tel (760) 94-3-0760 CA License 2825 Structural Enginoor !\ TLCi ~NGl,NEERING !•~-"'''''-''· , :, 0 LU T I O N 5, 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 Mechanical, Electrical, & Plumbing Engineer t0Copyrighl2020 COA 15 www.tlc-engineers.com TLC No.: 121718 exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA .:,. •1:--e X--..... www.exp.com Project#: Cert of Auth: 29701 C') N 0 N I- (_) LL.I ---:, 0 cc CL Swl < -z: a: 0 u.. -..J < c:.:, -C z: < ..J 0 Ci w ..J co C> C> N C. 0, :::, <( 2 c.., (!:> -D C "' a, .c E "' -;::: C "' ~ c.., a, ...:--0 C LJ.J D C C -;::: .!!l 0 a, "" 2 a, ...J a, C 0 NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION Issue DEVELOPMENT PERMIT RESUBMITTAL #1 RESUBMITTAL #2 RESUBMITTAL #3 , .. 04/26/22 Scale 1/8" = 1'-0" Hie Floor Plans A-100 ©2021 Spech!Archltects 10/01/21 11/30/21 03/21/22 04/26/22 ----------------- COVEREO ROOF ABV, VERIFY , COLUMNS W/STRC ------t-,- (FINAL DESIGN TBD) ii : 11 I 11 '' Ii ' '' I I I ' ' ' _L ' ' l I ! I !I ~-· -~~ ~,w:.::: ___ ,.., i""-=c-•-"-r-·-=--:==:-~~---__ -_.__"-c_ !_. ---~~ -"~--:I -:-;---~-1=l==================··==·~t==~"l----===-= MTL:u::: __ --+i,'.:~-•··~fct--~~=~~2==r_'~lt-cc ~i=-.:i~c-: -.~ =t~,a;, . ~~. f-----GUTTER i-1= -·-I~ ---=-= 1 :..[ -=---~~ ---_±--++-----<IRS RL-2 LAODER --------·---- MTL-3 ROOF -----+>==-e------: ---------- GUTTER --~~ '-·'::__ -------, -· -------·------------- ROOF & RELATED STRUCTURE OVER ==-!·--!-- ----. ------ RIDE PORTION OF BUILDING TO REMAIN 1: · ------- OPEN UNTIL RIDE PARTS ARE DELIVERED 1-----"=",=c-~·--c: .. =:::!:: _ __ _ __ & INSTALLED IN ACCORDANCE W/ RIDE -~-~ ---···· ---- MFR INSTRUCTIONS. __ ,-,~ ·----·------ :_~ -c"172~1-" _ ---------. ---i ·_======·_:~-~~:-:-:--- ' ' ___ =-.;-i--- GR-1 FIXED GUARDRAIL, 1YP ---;-,-,,.---q-------~1-- RD-2 ROOF DRAIN W/ OVERFLOW, 1YP. '_-J 1/4" / 12" ®--/ __ _ (v-/ - I I I I -1- ------1-:-~---=1 --------------~:~~-~r------__ -·:--__ -::· -____ --T--; APPROXIMATE LOCATION OF SOLAR PANEL ARRAY; 1% OF BUILDING POWER (PROJECTED TO BE 8KWH) SHALL BE -===_====-,jj-f----PROVIDEDBYPHDTOVOLTAICS. SYSTEM __ _ _ __ REQUIREMENTS TO BE COORDINATED W/ -.::__ --:::-~ _-__ --] FINAL BUILDING OESIGN. =~=== T j , ____ GUTTER WALKING AISLES BETWEEN +========i==lrt ___ SOLAR PANEL ARRAYS I ,1·,,-1.-,. -----· -· • aH=== ----·=··-=-=-~=-_=_=_RI -Fi=·=--=--=-=-=-=-======c-i==l-l------<RB ------------------------ ___ , ____ - I I i I 11 GRAPHIC SCALE O' 2' 4' 8' 16" ~ Architect 0 !~pecht c.:, IN COLLABORATION W/ GOREE ARCHITECTS, INC ---0 ~ SPECHT ARCHITECTS o 5306 Middle Fiskville Rd GOREE ARCHITECTS 5151 San Felipe St Suite 1700 Houston, lX 77056 Tel: (512) 382-7938 ' T""" Suite A N o Austin, lX 78751 ~ Tel: (512) 382-7938 0 Cl~il Engineer Cf) C~Ccmmercial Development Resources Today's Ideas. Tomorrow's Reality. 695 Town Center Drive, Suite i iO Costa Mesa, CA 92626 Tel: (949) 610-8997 Lam!scapB Architect landscape architects !IlC. 571-B Hygeia Avenue, Leucadia, CA 92024 tel (760) 943-0760 CA License 2825 StrncturaJ Engineer A\TLC1 ENGIN~ERING ~ 1SOLU,IONS, 255 S. Orange Avenue Suite 1600 Olando, FL 32801 P 407.841.9050 Mechanical, Electrical, & Plumbing Engineer ©Copyright 2020 COA15 www.tlc-engineers.com TLC No.: 121718 exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA .:,. •1:,tex .... .., www.exp.com Project#: Cert of Auth: 29701 CV) N 0 N I- (._) LJ.J ---:, 0 a: a... < -z a: 0 LL--....I < c.:> C z < ...I 0 ~ w ....I a:, 0 0 N 0. 0-, => ct: e '-" C!> t: -g "' .0 E ~ c:: "' ~ c..:, ..:-.s Cl c:: U-J "C .5 ~ "C 0 "' 0, 2~ "' c:: 0 NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION Issue DEVELOPMENT PERMIT RESUBMITTAL #1 RESUBMITTAL #2 RESUBMITTAL #3 oare 04/26/22 1/8" = 1'-0" Trtle Floor & Roof Plans Sheet A-101 © 2021 Specht Architects 10/01/21 11/30/21 03/21/22 04/26/22 r;;c,,11', ® 19;:?(D 6' 0 ~~/3', ?,(D't' WARPEDPLANE'A'@55' ______ y_ I I ' -----------I TOWER BYD I I ' I ' I ' I I I • ' ' WARPED PLANE 'A'@ 45' • I I I 1 """~,::s~ ---------------------.------1 -----_, __ -----·,--------, , ''T---------------- WARPED PLANE 'A'@35' • _______ _ CUSTOM PAINT TBD -------+ RL-3 LADDER -------+ MTL-2 SIDING RL-2 LADDER EXTERIOR LIGHTING, TYP; REF MEP -------+ 2 Exterior Elevation I Back Scale: 1/8" = 1'·0" EXTERIOR LIGHTING; REF MEP 1 Exterior Elevation I Front Scale: 1/8' = 1'-0' I 11 1.-~.-,J I . :c :c -"-~_;_v2:--~-' -·-----------; ------------------------ ., II, ,, II " ,, I ,, --------·--·--·-···------· NOTES: 1. THEME-1 ELEMENTS APPLIED TO FACADE ARE NOT ACTUAL WINDOWS, TYP. 2. SEE A-300 FOR BUILDING HEIGHT PER 21.04.065 MAXIMUM BUILDING HEIGHT ~ T.O. ROOF THEMING ELEMENTS 'r EL 144' -11 3/8" ··"-.. ~TO.TOWER ~-'f--=Ec"L 714"'3=, _-cc7-,.1/"'2'~' ---- ~ T.0. ROOF (MAIN) 'EL134'-0" ::::~--~~-T.=O.=R=□□~F=ED~G=E~(M=A=IN~) __ \ 'I' EL 132'-111/2" ~--!',+,1--c'cr=o·ccpACCR"cAPCCET-(T=HE~M=ED~) __ ~ EL 132'-31/2" ~ T.0. ROOF DECK (THEMED, PEAK) , EL 123'-6" ~ T.O. ROOF DECK (LOW ROOF, PEAK) , EL119'-81/8" ~ T.O. ROOF DECK (LOW ROOF, EDGE) , EL118'-81/8" ~ FINISH CEILING (LEVEL 1 I EL 113'-71/2" ~ T.0. CONCRETE DECK EL 100' -0" GRAPHIC SCALE O' 2' 4' 8' 16' 0 T.0. ROOF DECK (LOW ROOF, PEAK) 'I EL 119'-81/8" ~ T.O. ROOF DECK (LOW ROOF, EDGE) 'r EL 118'-81/8" ~ FINISH CEILING (LEVEL 1) EL 113'-71/2" ~ FINISH CLG (EXT COVERED) , EL 110'-21/2" APPROX LOCATION OF ~-------QUEUE LINE UMBRELLA W/ INTEGRATED LIGHTING ~ T.0. CONCRETE DECK EL 100'-0" GRAPHIC SCALE 0' 2' 4' 8' 16' ~ I\IchrtBGI 0 !Specht u ...... 0 IN COLLABORATION W/ GOREE ARCHITECTS, INC ~ SPECHT ARCHITECTS o 5306 Middle Fiskville Rd GOREE ARCHITECTS 5151 San Felipe St Sui1e 1700 Houston, TX 77056 Tel: (512) 382-7938 ' ~ Suite A N o Austin, TX 78751 ~ Tel: (512) 382-7938 0 Civil Engirieer en CrA Cammercial Development Resources Today's Ideas. Tomorrow's Reality. 695 Town Center Drive, Suite 110 Cos1a Mesa, CA 92626 Tel: (949) 610-8997 landscape Arc Meet landscape architects lilC. 571-B Hygeia Avenue, Leucadia, CA 92024 tel (760) 943-0760 CA License 2825 Structural Engineer \ \ TLC' ENGINEERING +;•-~, lsoLUTIONs, ©Copyright 2020 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 COA 15 www.tlc-engineers.com TLC No.: 121718 THINK. lGS'l"li:N. CREATE. rii1echanica1, ElectJical, & Plumbing Engineer exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA .:1. •,:-ex--... www.exp.com Project#: Cert of Auth: 29701 C'f) C\J 0 C\J I- (_) LJ.J ---:, 0 a: 0.. Seal <C -z a: 0 u.. -...J <C (.;I -C z <C ...J 0 (!:I w ...J 0, 0 0 N c. en ::::, <( eu (!} -"'O C "' "-' .0 E "' .::: C "' ~ u "-' ~--c::, C LJ.J "O C C "' .::: 0 "-' "" 2 "-' ....I "-' C 0 NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION Issue DEVELOPMENT PERMIT RESUBMITTAL #1 RESUBMITTAL #2 RESUBMITTAL #3 04/26/22 Scale 1/8" = 1'-0" r,, Building Elevations Sheet A-200 © 2021 Specht Archttects 10/01/21 11/30/21 03/21/22 04/26/22 NOTES: 1. THEME-1 ELEMENTS APPLIED TO FACADE ARE NOT ACTUAL WINDOWS, TYP, ~ 1e1 ~ ~ ~r-~ ~ 1, 1 B\ l!j A'' l I r r-" ' ---------------WARPED PLANE '2'@ 55' -------------------1-----------------------------------------7 ---------------------------~ --- I I I I I I I . i i j, T.O. ROOF THEMING ELEMENTS 'I' EL 144' -11 3/8" -----~--J~,T=,□~-T~□~W~ER~---- ----------~+------MTL-3ROOF Cf EL 143'-71/2" iii----------+------CUSTOM PAINT TBD /, '[i! 1 1, , I, -, -I_I THEM['· 1, TYP; REF NOTE 1 __________ _,,._,,_c--_- STU-1 STUCCO, TYP -----------++.-s- ----,,, ., ___ , ----,,,," --, , , '--"- >'--~-'-------MTL-2 SIDING '-. EXTERl~p~~:FT:~ --------::~~~j_+ __ +L'_--_.-'-_-'-_,1'_i,Ll--.+.,..0-__ -.,.."""' ... ~ __ -.,...i=I =_L_-_ .... ""_ "-~"'_-____ _J~'-j_:'_)"-1! .Ji"-:_-'-,l"-,_-"!1-'-._-'-1'-,'"1r-'1""® 1 ... 11,][]tl ilJ!~;i ,_ ~1)1:1~•,'\i) ' i .. i'-,,,-'_;,j'1:r! :!, j !J, l 1 ~ ' i';lrl };, -:, '~·1t II ,_,-__ -_-----:~:~:□::NING '-,-----,------_.1·,-,------------~ ,------:1~,-:-.i-:1---r:_--•~_, ·1_--'·-h-1" r~-1+1 H1_'._J_L+_1_~1; ~Li ·:Li :-: -+-I. -: •• JL.· --1 it 11 '. i t1 :1,,'-T·-"-'.---~1-J_~q,. t-::,::--:c--"'1':::==:::'.:'~===i ~ '.iL ;j J --1, ,I,' i'I :i !1' ·,' 1· !! 111 I: II I~ ,! I' 1: ii '1 ,! I ' t_:_; , 1_--·,1•1'1T. ---i-----1,_1'f::f' ___ l':'1'.' ,, , -:-1-:-,, :"','-1, :-111 11~'1, i i 1_ !i .,, I !ii·•· ii!, ,ii!I 'I APPROXUMBRELLA _______ _JJ _ _I_G_j.+0,l_l~~l--------JI--------U'jl+c: J. _;.•Gi••-e-,L, .".•1~' 1 : 1 '1'' , '•),'' I' , , , :; it i i 1 1 I' I' 1 " : 1 LOCATION, TYP . , , , , , 1 I , , . ·1 · : • 1,, 1: , , 11: . , _ I .. STU-2 STUCCO, TYP --------+--+f-+-c-HM-7 II',, 1 ,_ 1 _ ,. __ ,,_,.,_ i' I I • i '1 ' I ' 1111' ! ii,! ill I ',: :11 ii ! •· / I '1!l WARPED PLANE '2'@ GRADE --~-.l,__;__,_Lj__J_L:_--1i...L.:...Ll;_:;l:__.J._ __ -~~ _-_-_-_-_-__ =~=-,==~=-:~:,!.-,.!JI i.Ll! 1:l l.! 'J;:j,:,! :_);,!; ..L..L.lJ,-'.1 ~.illl 1..:' !ul11.1;uf iLi ll ILl.1 ! .:. 1 : ILll1I Jl)'..:i:l.! J: ILi --1~IL11ll ul I u.l lu.l !.,[..l,G_,.ui !..Jljj··;"1.l_!,_1r-Lr (_H-Ll.! i -_· 1j.!Jii1r.u1 Jjl i4r, c.:·'·:JjLdJH!::llJili:.:!·!_::i, !ti1:1-r! ,'1:~:.:::·=,,-:-Lli:i-:.1:'Ji~2J! j' i:1-:_" -::.::-:..-::.::-:..-::.::-:..-::.::-.=..:-:..J.±! ·~- ' I -__ / 2 Exterior Elevation ! Right Scale: 1/6""' 1'-0" 7A ~) er 'E'~) ~ T,O, ROOF (MAIN) EL 134' -0" ~ T,O, ROOF EDGE (MAIN) EL 132'-111/2" ~ T,O, PARAPET (THEMED) EL 132'-31/2" ~ T,O, ROOF DECK (THEMED, PEAK) , EL 123'-6" ~ T.O, ROOF DECK (LOW ROOF, PEAK) , EL119'-81/8" ~ T,Q, ROOF DECK (LOW ROOF, EDGE) EL 118'-81/8" ~ FINISH CEILING (LEVEL 1) EL 113'-71/2" ~ FINISH CLG (EXT COVERED) EL 110'-21/2" S T,O, CONCRETE DECK , EL 100'-0" ; . TT _ --__ l _ --_ --_______ l_ ------------------1----------------------------------------: /-------------------------------------- WARPED PLANE '1'@55' --------- ' , H-------CAS-1 ASPHALT MTL-3 ROOF -----------4--------------~ RL-3 LADDER ---~ SHINGLE THEMED WALL I i •• WARPED PLANE '1'@35 ~ :_:~:_:~~;:'=.--.:--=-=--.--.--tl--_---=------.----=---•••-=---1 CUSTOM PAINT TBD i I -~, . I MTL-2 SIDING -----------,----------=; RL-2 LADDER ---------~, WARPED PLANE '1'@ GRADE --------------,------------- j I M~";:,:-. ·· □EcoRAT1vE TOWER l ('---'--,----_:_?-,----· .J --i I , ',<s= _.: i ccc:c~'\ (UNINHABITED) -------------_,_ ---------------------------------... ------£.-:•••••••••c:f•••,;;•:•••r------------.------... --------------~ TIT, R~FJ,ll'fA1111[------- --------- ·•w~~mr:J~li ~;~~,~-~~:~~;~:T~~~~~~~-:~··r·················s~~:~·~TU~~~·~~ ~ ~~:~~.~F:iD1~~ .. IMAIN) J~~f~;~~ji~li~11~~~,.l~~.I ~~r~~~~Sf&~D \ ~ ;Loi~~~-A:;;2rHEMED) ---.. -----...... THEME· 1, TYP; ', REF NOTE 1 J: T,O. ROOF DECK (THEMED, PEAK) '1" EL 123' -6" ~ T.O. ROOF DECK (LOW ROOF, PEAK) EL119'-81/8" ~ T,Q. ROOF DECK (LOW ROOF, EDGE) EL118'-81/8" ~ FINISH CEILING (LEVEL 1) EL 113' • 71/2" ____ ~ FINISH CLG (EXT COVERED) EL 110'-21/2" GRAPHIC SCALE O' 2' 4' 8' 16' ~ ArcMect 0 !Specht U IN COLLABORATION W/ GOREE ARCHITECTS, INC --a 8 SPECHT ARCHITECTS o 5306 Middle Fiskville Rd GOREE ARCHITECTS 5151 San Felipe St Suite 1700 Houston, TX 77056 Tel: (512) 382-7938 ' ,-Suite A N o Austin, TX 78751 ~ Tel: (512) 382-7938 0 Civil Engineer "' C~~~;e7.,;~:~1 V<Resourr:es Today's Idea$. Tomol'!'ow's Reality. 695 Town Center Drive, Suite 110 Costa Mesa, CA 92626 Tel: (949) 610-8997 Landscape Arc Meet landscape architects !IlC. 571 ~B Hygcia Avenue, Leucadia, CA 92024 tel (760) 943-0760 CA License 2825 StruclJ.tral Engineer 4),,TLCI ~~GLl~~~'b'~~- 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 @<:opyrighl 2020 COA15 www.tlc-engineers.com TLC No.: 121718 THINK. USTEN. C!IEATI:. Mechanical. Electrical, & Plumbing Engineer exp U.S. SeNices Inc_ t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA el'• ·,·:-ex www.exp.com Project#: Cert of Auth: 29701 CV':) N 0 N I-c..:> LJ.J --:, 0 cc a... < -z C: 0 u.. -...J < C,.') C z < ...J 0 c::i w ...J co 0 0 N C. O'> :, 0 <( ~ u "' -"O C "' "' _c, E "' -;:: C "' 'iii u t::: ..: "' -D C w "O C C "' -;:: 0 "' c:,, 2 "' _J "' C 0 NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION Issue DEVELOPMENT PERMIT RESUBMITTAL #1 RESUBMITTAL #2 RESUBMITTAL #3 Dare 04/26/22 Scale 1/8" = 1'-0" Hie Building Elevations Sheet A-201 © 2021 Specllt Architects 10/01/21 11/30/21 03/21/22 04/26/22 I I RIDE I 002 I 1924 SF --,it------~- REF CIVIL/ GEOTECH I. I; -------------' ...J .J . ~,~·!"'= I . "" .· .. 1". I I I I I PRE·SHOW I 100 I ~+~~~7· I I 0 ~ I E' ) ',,,J 5i T.O. ROOF DECK (THEMED, PEAK) EL 123'-6" 5i T.O. ROOF DECK (LOW ROOF, PEAK) , EL 119' -81/8" ~ T.O. ROOF DECK (LOW ROOF, EDGE) , EL118'-81/8" ~ FINISH CEILING (LEVEL 1) , EL 113'•71/2" 5i FINISH GLG (EXT COVERED) EL 110' · 21/2" ' T.O. CONCRETE DECK 5i EL 100'. 0" (162'·0") APPROXIMATE LIMITS OF PROPOSED EXCAVATION; REF GEOTECH ~ T.O. SLAB (PIT) ' EL89'~8" : · j =· · · · · .. · ·---.__ --~J,\,'-;B';'.O';;. ';;FO'-'O';i;T;"IN.ccG.,o(P.clTJ"-',-'-R"EF'-'S'-'T-"R~C _ 'r° EL 87' -8" GRAPHIC SCALE 0' 2' 4' 8' 16' EL134'-0" ::~•-~"01,--cT;".O.~RccOO_,,F:;-';E'"';DG~Ec"(MccA-"IN,,_) __ \ -a, EL 132'·111/2" 5i T.O. ROOF (MAIN) \ "0 T.O. PARAPET (THEMED) ~-c,,lo--cEccL "'13cc2~' ·"'3cc1/=2,~, ==-- ~ T.0. ROOF DECK (THEMED, PEAK) EL123'·6" ~ T.0. ROOF DECK (LOW ROOF, PEAK) EL 119' · 81/S" ~ T.O. ROOF DECK (LOW ROOF, EDGE) EL118'·81/8" ····························~,_~J,\,--;cfc-'IN';'ISC-:CHcc-GE'c;IL';;IN';';G;;'(L=E~VE=L~1L) __ -'1°EL113'•71/2" . . ' \\. \~-Jc,1-cFl'c-'NcclSccH c'GL'ocG-c(E::CXT"--'--GO~V~ER=E~Dl~_ 'r EL 110' -21/2" GRAPHIC SCALE 0' 2' 4' 5i T.0. CONCRETE DECK EL 100'-0" APPROXIMATE LIMITS OF PROPOSED EXCAVATION; REF GEOTEGH 8' 16' ;,; Architect C, !Specht u ..___ C, IN COLLABORATION W/ GOREE ARCHITECTS, INC ~ SPECHT ARCHITECTS o 5306 Middle Fiskville Rd GOREE ARCHITECTS 5151 San Felipe St Suite 1700 Houston, TX 77056 Tel: (512) 382-7938 ' .-Suite A N o Aus1in, TX 78751 ~ Tel: (512) 382•7938 Cl Civil Engineer en C~Cammercial Development Resources Today's Ideas. Tomorrow's Reality. 695 Town Genter Drive, Su rte 110 Costa Mesa, GA 92626 Tel: (949) 610-8997 Landscape Architect landscape architects !IlC. 571-B Hygeia Avenue, Leucadia, CA 92024 tel (760) 943-0760 CA License 2825 Structural Engineer . \ TLCI ENGINEERING ,f:,t SOLUTIONS, @Copyright 2020 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 COA 15 www.llc-engineers.com TLC No.: 121718 THINK. USTEN. CR~ATE. Mechanical, Elecll'ical, & Plumbing Engineer exp U.S. Services Inc. t: +1.407.660.0088 f: -f-1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA .:1. ····ex www.exp.com Project#: Cert of Auth: 29701 CV) N 0 N I- c:c -z c:: 0 u. -...I c:c c.., - 00 C, C, N 0. C') CJ <t'. 0 ~ u (.'j -"C "' "' "' .0 E "' -;:: "' "' ·co u • C) t: C "' ~-L.LI -D z "' UJ "C ---:, c:c "' "' _!,I ...I -;:: 0 0 0 "' O> ::;;: "' ~ ..J a: w "' "' ...I D a_ NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION ISSlle DEVELOPMENT PERMIT RESUBMITTAL #1 RESUBMITTAL #2 RESUBMITTAL #3 Dare 04/26/22 s~ale 1/8" = 1'-0" Trt, Building Sections Sheet A-300 © 2D21 Specht Architects 10/01/21 11/30/21 03/21/22 04/26/22 ' '' FIRE WATER LINE POINT OF CONNECTION FIRE TRUCK 150' HOSE PULL -_,--• - 150' HOSE ._PULL 150' HOSE_ PULL -I ---- C ---7 I I ' f/ 116' HOSE PULL ------- .....:.... 83' HOSE PULL --1:~-r~-C--":_. ----------. ' 1 h-~ ----"~·----,-- ,_ ·, i;: . , . I •· -'-"--" 1 0- I. l I .. : ·I ./ ,0. FIRE MASTER PLAN PROJECT 2023 PROJE SI LEGOLAND ONE CARLSBAD DRIVE, 92008 VICINITY MAP CITY OF OCEANSIDE HIGHWAY 78 CITY OF VISTA ~ <co PACIFIC OCEAN cosr: AVE CITY OF ENCINITAS LEGEND PROPOSED PAVEMENT FIRE TRUCK ACCESS FIRE HOSE PULL FH #1 EXISTING FIRE HYDRANT CITY OF SAN MARCOS SP #1 t( o' PROPOSED DUAL WET STANDPIPES 10 -LS FIRE NOTE PROPOSED FDC PROPOSED PIV PROPOSED DCDA MAINTAIN FIRE ACCESS TO ALL STRUCTURES 10 20 ~ 0 .. -I I GRAPHIC SCALE SCALE: 1"= 10' ~ Archtect 0 0 ' ~Specht ...... 0 N 0 0 ,....!._ 5306 Middle Fiskville Rd., Suite A ~ Austin, TX 78751 "' Tel: (512) 382-7938 c... ,,--,,,:,,.,.,,:------------0 Civil Engineer (/'J ell-. Commercial Development Resources Today's ld~s. Tomm-row's Reality. 695 Town Cenler Drive. Suite 110 Costa Mesa, CA 92626 Tel: (949) 610-8997 Landscape ArchitlJct landscape architects !IlC. 571-B Hygeia Avenue, Leucadia, CA 92024 tel (760) 943-0760 CA License 2825 Structural Engineer ,\, TLCI ENGINEERING t,t~,. SOLUTIONS, ©:::opyrtght 2020 255 8. Orange Avenue Sulte 1600 COA15 Orlando, Fl 32801 P 407.841.9050 WWW .tic-engineers.com TLC No.: 121718 THINK. LISTEN. CREATE. Me~hanical, Ele~trical, & Plumbing Engineer exp U.S. Services Inc. t: +i.407.660.0088 f: +1.407.660,1655 2601 Westhall lane Maitland, FL 32751 USA ..:,. ·,•:aex __ ,. www.exp.com Project#: Cert of Auth: 29701 Cl) C\J 0 C\J < -z a: 0 LL --' < c.:, co 0 0 N C. C, e c5 "" -~ cc .c, "' "' E .::: cc "' I- (_) :@ u '-" ~ 0 w --:, LJ.J 'O 0 a: a_ cc cc El ·;:: 0 "' a> :a;;~ NOT FOR BID, OR CONSTRUCTION Issue DEVELOPMENT PERMIT RESU8MITTAL #1 RESU8MITTAL #2 RESUBMITTAL #3 FIRE MASTER PLAN FM-01 DatB 04/26/22 Scale 1" = 10' Title FIRE MASTER PLAN Sheet FM-01 © 2021 Spacht Architects "' cc 0 10/01/21 11/30/21 03/21/22 04/26/22 r ·-4" SANITARY@ I.E.=-3'0' BF~ · REFER TO CIVIL FOR CONTINUATION. i PROVIDE RPZ BACKFLOW PREVENTERS r3/4"CW@5 GPM AVERAGE EQUAL TO WATTS LF009. BACKFLOW PREVENTER SHALL BE PROVIDED WITH· AND PEAK DEMAND REFER 1/4" TURN SHUT OFF VALVES AND AIR GAP TO CIVIL FOR CONTINUATION. DRAIN ASSEMBLY. ROUTE BACKFLOW : I EQf DISCHARGE TO NEARBY HUB DRAIN.~ 1 \ /HUB DRAIN 4" STORM@ 17 GPM \ ' 3"V I E.=-3'0" BFF ~; ~----4"8 REFER TO CIVIL FOR ECO I 1 CONTINUATION------:._ -=-t:d -'f ::,,_o-~ I ~4"SD--@ ---9 --~--·====•==-.-~ < i :rr 2"PD ' ; : i: ! ; DOWNSPOUT NOZZLE EQUAL TO Z~RN Z199~- ----------! i /~~,.,_ __ i_, • I "1 \..__~/ ,-, / }' \,~~~/ ':,':'., I 11, . ,,j;"J. ·;;.,, 2 GROUND FLOOR -PLUMBING 1/8" = 1'-0" U) ,,_ I.E.=-3'0" BFF . /4"STORM@17GPM 2.v / -•.• ,. H_UB. DRAIN I ECO REFER TO CIVIL FOR _! ___ X, 4"SD CONTINUATION. ~-:_ 3"S_;J -. ., E.2''Y._3"V--I [:\'· 77 : CCNTMGL --'1-- i ·1,· : ' ' ,-,ri I: ',.;:;.. ~---~ ·-·····----. ' -_ _; __ j i .: .,.---..--L.. . ..._ f \ ' r::: '1 V . _ _,,/ ., :---,,, ·01-:: i : tuql__J: r.....:.· I ----1 I I > ·'' i I I t ! I" r-4" STORM @ 36 GPM / I.E.=-3'0" BFF • ------/-·REFER-TO-CIVIL-FOR ECO CONTINUATION. oi 4"SD ' • ! \..-' UJ ,,_ /--.\ \ ' ') .._, ••~li--··;. ------___ _5::kc/. _J:_ 3"V---o , FD-1 FCO /_===-•=·='•]. i''·• ,c"=="=_'=_ __j <€1>----.Jlllo--~~ I i: (!(!'; .; w"- .... ,: '-··~ ·---~,_+..,...---:".~--=- oo: ~ U) "' I I I I I I I I > 7 :i ' I ! ---1 ' I I I ! ,: I I _J ,r-c--3"V-I_ '------,4"S:-----~----:-:,L__--.4•s J 0 U) "' FD-1 ~ -~~------¥---; FCO 1 BASEMENT -PLUMBING 1/8" = 1'-0" /,,------,., .r<, \ 'V I " ___ / ---1 j --' ; \ . ' '.~) KEYNOTES 101 SUPPLY NOTED DRAIN WITH TRAP PRIMER LINE FROM TRAP PRIMING MANIFOLD. O' 4' 8' 16' 32' 2 3 Architect Specht 5306 Middle Fiskville Rd .. Suite A Austin, lX 78751 Tel: (512) 382-7938 Civil EnginBer C~Cammercial Development Resources Today',.. Ideas. Tomorrow',.. Reality. 695 Town Center Drive, Suite 110 Costa Mesa, CA 92626 Tel: (949) 610-8997 Landscape Architect landscape architects IIlC. 571-B Hygeia Avenue, Leucadia, CA 92024 tel (760) 943-0760 CA License 2825 Structural Engineer 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407 .841 .9050 COA15 www.tlo-engineers.com TLC No.: 121718 illiiNK. USTll:N. Cl!EAfiE • IM8hanlcal, ElectriGal, & Plumbing Engineer exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA .:1. ··~ex--.... www.exp.com Project#: Cert of Auth: 29701 CV) N 0 N I- (._) LJ.J ---:, 0 a: CL Seal c::c -z er: Q. ::, 0 e LL (!J -...I C "' c::c E (,,:) C ·ce ~ t::: C "' -z C LU c::c C ...I ,:: 0 "' 2 c.::s w ...I NOT FOR BID, OR CONSTRUCTION Issue DEVELOPMENT PERMIT RESUBMITTAL #1 RESUBMITTAL #2 10/01/21 Scale 1/8" = 1'-0" Title co 0 0 N 0, <( C, -0 "' .0 U) ,:: "' C, .: 0 -0 C "' 0 0, "' ...J "' C 0 10/01/21 11/30/21 03/21/22 HAUNTED HOUSE BASEMENT & GROUND FLOOR PLAN -PLUMBING Sheet P-201 © 2021 Specht ArchitBCts ------- 001 rJ. 1//( i' ( ,.., / i/),//i (/,! /,, EXISTING TO REMOVE CONCRETE DUCTBANK CONTAINING:----'----v,,wJ .... ,,-. i (1) EXISTING 5"C WITH 3#5DDMCM, #1/0G, 15KV,CU CJ/) '/~// ,r,4/l - I I I I, I I ii I' 1! II II ! f ,I ,, c!fr---EXISTING TO REMAIN CONCRETE DUCTBANK CONTAINING: (1) EXISTING 5"C WITH 3#500MCM, #1/DG, 15KV,CU <X> I . J/r----~EXISTING TO REMAIN CONCRETE DUCTBANK CONTAINING: f (1) EXISTING 5"C WITH 3#5D0MCM, #1/0G, 15KV,CU J ( J ,tt,----EXISTING TO REMAIN CONCRETE DUCTBANK CONTAINING: (1) EXISTING 5"C WITH 3#500MCM, #1/0G, 15KV,CU I ' EXISTING TO REMAIN--'\\~.,_, --·;i--EMH-15 <X> ib----EXISTING TO REMAIN CONCRETE DUCTBANK CONTAINING: (1) EXISTING 5"C WITH 3#500MCM, #1/0G, 15KV,CU 1 SITE PLAN -ELECTRICAL DEMO 1116" C 1'-0" / . --- ----. :· ____:__ --. . ---- ~ GENERAL NOTES: ALL ITEMS DRAWN AS LIGHT AND DASHED ARE EXISTING TO REMAIN. ALL ITEMS DRAWN DARK AND SOLID TO BE DEMOED UNLESS NOTED OTHERWISE. 2 EXISTING CONCRETE OLJCTBANK LOCATIONS SHOWN ON SHEET ARE APPROXIMATE. LOCATIONS TAKEN FROM EXISTING SURVEY AND AS BUILT DRAWING INFORMATION. CONTRACTOR TO VERll'Y FINAL LOCATIONS OF DUCTBANK TO BE INTERCEPTED IN THE FIELD. KEYNOTES 001 CONTRACTOR TO INTERCEPT AND REMOVE EXISTING DUCTBANK AND CONDUIT WITHIN HATCHED AREA AT THE END OF THE HATCHED AREA, CONTRACTOR TO DEMO EXISTING CONCRETE 10 FEET TOWARD EMH-15 AND 10 FEET TOWARD EMH-14 WHILE MAINTAINING EXISTING CONDUITS FOR CONNECTION TO NEW MANHOLES. REFER TO SHEET E-101 FOR LOCATION OF NEW MANHOLES. 002 CONTRACTOR TO INTERCEPT AND REMOVE EXISTING CONDUIT WITHIN HATCHED AREA WHILE MAINTAINING EXISTING CONDUITS FOR CONNECTION TO NEW PULLBOXES. CONTRACTOR SHALL REMOVE EXISTING FEEDERS WITHIN CONDUIT. REFER TO SHEET E-101 FOR LOCATION OF NEW PULLBOXES. 1 2 3 Architect Specht 5306 Middle Fiskvilla Rd., Suite A Austin, TX 78751 Tai: (512) 382-7938 Civil Engineer CDllE~~;:~1 Today's lde;is. TomorroW's Re;illty. 4121 Westerly Place #112 Newport Beach, CA 92660 Tel: (949) 610-8997 Lariclscape Architect landscape architects inc. 571-13 Hygeia Avenue, Leucadia, CA 92024 lei (760) 943-0760 CA License 2825 Strucrural Engineer 4\ .. TLCI ~~<t1~~~'61~~J ©Copyright 2020 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407841.9050 COA15 www.tlc-englneers.com TLC No.: 121718 THINK. L!S'l'!:N. CREA'!'~. Mechantcal, Electrical, & PlumbJng Engineer exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA .:,. •1~ex .... _ www.exp.com Project#: Cert of Auth: 29701 M N 0 N I- (_) LU ---:, 0 a: a_ Seal < -:z: a: 0 LL. -...I < (.,,) ~ C :z: < ...I 0 CJ L,LI ...I 0:, 0 0 N C. a, :::, <l'. e u "' --0 C «' a, .0 E ~ C «' :@ Cl a, ._;-'E' Cl LJ.J -0 C ~ .:: 0 a, a, :a: .3 "' C 0 NOT FOR BID, OR CONSTRUCTION IN PROGRESS -ORAFT Issue DEVELOPMENT PERMIT 10/01/21 RESUBMITTAL #1 11/30/21 RESUBMITTAL #2 03/21/22 03/21/22 Scale 1/16" = 1'-0" EXISTING -SITE PLAN -ELECTRICAL OEMOLITION Sheet E-100 © 2021 SpechtArchtects 'I EXISTING TO REMAIN CONCRETE DUCTBANK CONTAINING:---~cc-Mh (1) EXISTING 5"C WITH 3#500MCM, #1/0G, 15KV,CU I II I' !/ !1 I EXISTING TO REMAIN CONCRETE DUCTBANK CONTAINING:-----c-~~Jlh ti (1) EXISTING 5"C WITH 3#500MCM, #1/0G, 15KV,CU // ! f t / ! II I I I il ,, I/ f II /i i/ ii i l f I I ,L/ I ···- ! 'I I i/ EMH-25 NEW CONCRETE DUCTBANK CONTAINING:--'ic,, ,,------t-,t; (1) NEW 5"C WITH 3#500MCM, #1/0G, 15KV,CU (/ / f,i I ' ,,, ,.// EMH-26 NEW CONCRETE DUCTBANK CONTAINING:--++,,,-+---+-,!/, '•I ' (1) NEW 5"C WITH 3#500MCM, #1/0G, 15KV,CU ,': , .'i' " ,'i' " ,I ,, 'i ' , " ,'i ' ',' ' ,, ,, ' 'i ,, " ii MEDIUM i; ____ IJDLTAGE I' ------ 1",,1 -SWITCH i• Ii " ,, " n, ,'i 1,·, ' jl __ ,.........1, -i--·--········· ... ·- ' '' ,'- .'i'i ,' f,1 I 1/ /1 :,., " L ------··---·---··--·---, .. ·---·- ,::,, ; /.-1 I f i' 111 I '/, I 11/ i r i t ,, ,i/·----MEQl_l!lyl_ , " VOLTAGE--' : ;'fRANfil'Ol'<l!,IE:~ __ _ ·~~=-.-.a~,~--!.l_r-= __ -._~--, ----=--=-~-!-~----~-T -·-. ---. !/-1 ----~]~. i:"~,~·-; I ___ _j ____ , ~-----~--/ i,' i' 1,1 ' 'i, ' 1,1 I ,:1,, ,' !,, t I ff I I / 1/ /' ( I t /, /I ! ,, ,, ' I· I/ ,, ' ,, ' ,: ' /;" i ;,17' /111' ,(1 I ,'h ~,,,-_ 111' l __ J ,r i,~ -,--~,'~ :..cL,'J_t)_i ' I ' " ,' ~----.1 1' i '- --=----= ,,, ti cii~~----'c_' ~: EXISTING TOiREMAIN'CONCRETE DUCTBANK CONTAINING: ! /i / (1) EXISTING15"CWITH 3#500MCM, #1/0G, 15KV,CU I I 1 ;: i i : :.] i:;--, EMH-15 <X> ,I 11 11 111 ! &-------+;.--EXISTING TO REMAIN CONCRETE DUCTBANK CONTAINING: I' 11 (1) EXISTING 5"C WITH 3#500MCM, #1/0G, 15KV,CU 1 SITE PLAN -ELECTRICAL 1116" C 1'-0" • ,, " I GENERAL NOTES: IN ADDITION TO THE INFORMATION SHOWN ON THIS DRAWING, THE CONTRACTOR SHALL REVl~W THE SURVEY AND ALL OTHER CIVIL DRAWINGS FOR LOCATIONS OF UNDERGROLlND UTILITIES. CARE SHALL BE TAKEN WHEN WORKING IN THESE AREAS. 2 PROVIDE A MINIMUM OF 1'-0" OF SEPARATION BETWEEN ELECTRICAL POWER CONDUITS AND ELECTRICAL LOW VOLTAGE CONDUITS AND ALL OTHER SITE CIVIL (WATER, GA$ SANITARY, STORM) UTILITIES. 3 ALL SITE ELliCTRICAL CONDUITS SHALL MAINTAIN BURIAL DEPTS AS NOTED IN PROJECT SPECIFICATIONS AND BE ROUTED ABOVE ALL CIVIL (WATER, GAS, SANITARY, STORM) LINES UNLESS NOTED OTHERWISE. 4 COORDINATE ALL ELECTRICAL UTILITY SERVICE REQUIREMENTS WITH THE LOCAL UTILITY COMPANY. KEYNOTES 205 POWER FOR SHOW ELEMENT. CONFIRM FINAL CONNECTION, MOUNTING HEIGHT AND LOCATION WITH SHOW VENDOR PRIOR TO ROUGH IN. 416 TYPE CLP110FT POLE WITH DECORATIVE LANTERN TOP FOR GENERAL SITE LIGHTING. 1 2 3 ArchitEcl Specht 5306 Middle Fiskville Rd., Sui1e A AuS1in, TX 78751 Tel: (512) 382-7938 Civil Engineer c:~~=:~=~t V-<Resources Today's Ideas. Tomorrow's Reality. 4121 Westerly Place #112 Newport Beach, CA 92660 Tel: (949) 610-8997 larn!scape Archite~ landscape architects !IlC. 571-B Hygcia Avenue, Leucadia, CA 92024 tel (760) 943-0760 CA License 2825 Structural tngineBr I ,\:,TLCi ~~<t1 ~~~~1 ~~1 ©Copyrtght 2020 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 COA15 www.tlc-engineers.com TLC No.: 121718 Mechanical. Elecnical, & Plumbing Engineer exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA .:,. -,:~ex ...... ,. www.exp.com Project#: Cert of Auth: 29701 CV) N 0 N I- 0 LJ.J ---:, 0 cc: o._ c:C -z cc: c:,_ :::, 0 0 ~ u.. (.!) --...I C: 0, c:C E c:., C: ~ ~ C ,$ z C LU c:C C: ...I .:::: 0 0, :a: c:, w ...I NOT FOR BID, OR CONSTRUCTION IN PROGRESS -DRAFT Issue DEVELOPMENT PERMIT RESUBMITTAL #1 RESUBMITTAL #2 o,re 03/21/22 Scale 1/16" = 1'-0" Trtle 00 C, C, N "' ""' (_) 'O "' ,0 "' .:::: "' (_) ~-0 -0 C: "' 0 a, 0, _, 0, C 0 10/01/21 11/30/21 03/21/22 HAUNTED HOUSE -SITE PLAN - ELECTRICAL Sheet E-101 © 2021 Specht Architects ---- OCW1 0 ~WW20j 2 GROUND FLOOR-LIGHTING 1/8" = 1'-0" 6cvv1 ·· · /,,,----... , . ' l ') 1 \. ,_j ) \~✓ 0 e()CW3 -0 CW3 -k ,_, "-~ ___ /' , SS2 e----JL_, SS2 e----JL_, ,..--~ r• L ; \ / "..____/ KA-3 ; ! 1 BASEMENT -LIGHTING 1/8" = 1'-0" SS2 e----JL_, SS2 ~ O' GENERAL NOTES: ' CIRCUIT ALL EXIT 3IGNS TO CLOSEST UNSWITCHED EMERGENCY CIRCUIT SERVING ROOM OF SPACE THAT EXIT SIGN IS IN, UNO, 2 ALL STAIRWELL LIGHTING SHALL BE CIRCUITED VIA AN UL 1008 BRANCH CIRCUIT EMERGENCY LIGHTING TRANSFER SWITCH (BCELTS) TO BE LOCATED ABOVE THE LOWEST LANDING §TAIRWELL DOOR BCELTS TRANSFERS BETWEEN NORMAL AND EMERGENCY CIRC[ilT UPON LOSS OF NORMAL POWER, REFER TO BCELTS SYMBOL ON LOWE§T LEVEL FOR NORMAL AND EMERGENCY CIRCUITS. REFER TO TYPICAL WIRING DfTAILS ON DETAIL SHEETS AND SPECIFICATION 'LIGHTING CONTROL DEVICES' FOR ADDITIONAL INFORMATION. 3 FIXTURE TYPE SS2 TO BE PENDANT MOUNTED 8' AFF TO BOTTOM OF FIXTURES UNLESS NOTED OTHERWISE. 4 CREATIVE TO CONFIRM MOUNTING HEIGHTS FOR ALL DECORATIVE FIXTURES. FIXTURES SHALL NOT MOUNT BELOW 6'-8"AFF UNLESS ADA COMPLIANT. 5 LOCATE ALL REMOTE TRANSFORMERS/DRIVERS/POWER SUPPLIES IN AN ACCESSIBLE, DRY, WELL-VENTILATED AREA OUT OF VIEW OF GUESTS. LOCATION TO BE COORDINATED WITH ARCHITECT. 6 CONTRACTOR SHALL PROVIDE THE SERVICES OF A QUALIFIED THEATRICAL LIGHTING INTEGRATOR LISTED BELOW OR APPROVED EQUAL. THE LIGHTING INTEGRATOR IN CONJUNCTION WITH THE ELECTRICAL CONTRACTOR SHALL PROVIDE A COMPLETE THEATRICAL LIGHTING SYSTEM IN ACCORDANCE WITH THE DOCUMENTS. 4 WALL ENTERTAINMENT 5435 W. SAN FERNANDO RD. LOS ANGELES, CA 90039 CONTACT BRENT PRITCHETTE-701.245.0118 7 ALL BACK OF HOUSE LIGHTS ON THIS SHEET SHALL BE CIRCUITED TO PANEL 'LA1' UNLESS NOTED OTHERWISE KEYNOTES 401 TYPES E1, E2, AND E3 TO BE TRACK MOUNTED TO TYPE T1 DATA TRACK. 404 CONTROLLED POWER FOR SHOW DISCO BALL. 405 FIXTURE WW2 MOUNTED 16' AFG FROM BOTTOM OF FIXTURE. 408 TYPE CW2 LEGO TORCH WALL LUMINAIRE AT RIDE ARCHES. EXACT LOCATIONS TBD PER FINAL SHOW SET DRAWINGS. 409 TYPE 02 SMALL COLOR CHANGING RECESSED DOWNLIGHT AT ARCHES. EXACT LOCATIONS TSO PER FINAL SHOW SET DRAWINGS 410 TYPE A1 SURFACE MOUNTED ACCENT LIGHT TO UPLIGHT ARCHES. EXACT LOCATIONS TBD PER FINAL SHOW SET DRAWINGS. 411 TYPE L2 SURFACE MOUNTED FLOOD LUMINAIRE FOR WORK LIGHT AND EMERGENCY USE TO BE MOUNTED TO FIREPLACE STRUCTURE. EXACT LOCATIONS TBD PER FINAL SHOW SET DRAWINGS. 413 TYPE L1 3FT LINEAR RGBW+UVWASH LUMINAIRE. (11) LUMINAIRES TO MOUNT BEHIND RIDE SEATING TO UP LIGHT WALLS. (11) LUMINAIRES TO BE MOUNTED WITHIN COVE OF SHOW SET WALL. EXACT LOCATIONS TBD PER FINAL SHOW SET DRAWINGS. 414 TYPE PSU1 AND PSU2 REMOTE POWER SUPPLY FOR TYPE T1 TRACK. TO BE LOCATED NEARBY INA DRY, WELL-VENTILATED, AND ACCESSIBLE LOCATION. 415 TYPE PSU3 TO POWER TYPESA1 AND 02 PER COLUMN. TO BE LOCATED NEARBY IN AN ACCESSIBLE LOCATION WITHIN SHOWSET COLUMN. 4' 8' 16' 32' _____ .,,, ------ 2 Architect pecht 5306 Middle Fiskville Rd., Suite A Austin, TX78751 Tel: (512) 382-7938 CMI EngineBr c:~Comrnercial Development Resources Tad;iy's !de.is. Tomorrow's Rea1lty. 4121 Westerly Place #112 Newport Beach, CA 92660 Tel: (949) 610-8997 Landscape ArchttllCt landscape architects IIlC. 571-13 Hygeia Avenue, Leucadia, CA 92024 Lel (760) 943-0760 CA License 2825 Structural Engineer '\ TLCIENGINEERINGll1 SOLUTIONS, ®Copyright 2020 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 COA15 www.tlc-engineers.com TLC No.: 121718 Mechanical, Electrical, & Plumbing Engineer exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westllall lane Maitland, FL 32751 USA .:•. •1:-ex ... ., www.exp.com Project#: Cert of Auth: 29701 C"':) N 0 N I- (._) LJ.J ---:, 0 cc CL Seal c:C -z a: C. ::, 0 a ~ u.. C.!, --...J <= a, c:C E u <= ~ -c:::r a, -z <= LJ.J c:C <= ...J ;::: 0 a, 2 Ci w ...J NOT FOR BID, OR CONSTRUCTION IN PROGRESS -ORAFT Issue DEVELOPMENT PERMIT RESUBMITTAL #2 Date 03/21/22 Scale 1/8" = 1'-0" 1ltle '° 0 0 N O") -,: c.:, "O "' .0 ~ ;::: "' c.:, ...:-0 "O <= "' a 0) "' ...J "' <= 0 10/01/21 03/21/22 HAUNTED HOUSE BASEMENT & GROUND FLOOR PLAN -LIGHTING Sheet E-21 1 © 2021 Specht Architects 1: ,',' " ,, ·,r--------- ,--- 'r= -=,=---~-=-=-=------- -----.c:_~-----=---..:;;::_-__:;:--< ,, 'I ' ,, 1"-----·==----- ' ' I· '. ' i1" i ,;\ i /~J. ' 1' ;,~i :~ ~----~-=-~~=-------, _: i I ' / _I ' I I i I " I 1!·7--...!.~ '..;j__l_, _1,_l_!_.1 I• ' ' ' i i, I ,' i-' ' I,--_--.J , I 10 I" I I c' ' ,/ I I 1 SITE PLAN -TECHNOLOGY 1116" C 1'•0' FUN TOWN MARKET -:------'-==============-=-=:>·; -------------;-------· ..:~:::-~::...--- ---=--:.:.:.-:::::-_-_-__ _ --------------------- :1 [12! ffiJ a a • -· ----.,'_ . ~', --,,-- C ·<•. •>.'. •:<> ----._ ------ '-.-, // /' ~ --:C-=------:------- • • ·• --::.:: -;:::;:-<>'":>< / .KEYNOTES 101 CONTRACTOR SHALL PROVIDE: NEW (1)4" CONDUIT WITH PULLSTRING CONTAINING: FIBER OPTIC CABLE FOR CONNECTIVITY BACK TO EER IN FUN TOWN MARKET BUILDING. NEW (1)114' MILDEW RESISTANT DRAW ROPE FOR EACH 4" CONDUIT, CAP AND SEAL AS REQUIRED. 102 ROUTE CONDUIT AND CABLING TO CLOSEST EXISTING IN-GRADE BOX ON THE BACKBONE CONDUIT DUCT BANK, THEN EXTEND CABLING TO EER IN FUNTOWN MARKET VIA EXISTING CONDUIT DUCTBANK PATHWAY. REFER TO LLCA BASE PARK UTILITY PACKAGE FOR LOCATIONS OF NEAREST EXISTING IN-GRADE BOX AND CONDUIT PATHWAY(S). CONFIRM NEW CONDUIT PATHWAY TO EXISTING IN-GRADE BOX WITH OWNER PRIOR TO FINAL INSTALLATION. 402 CONTRACTOR SHALL PROVIDE: NEW (1)1" CONDUIT CONTAINING: NEW (1)SPEAKER WIRING NEW (1)114" MILDEW RESISTANT DRAW ROPE FOR EACH 1" CONDUIT, CAP AND SEAL AS REQUIRED. • ' ' 1 2 Architect Specht 5306 Middle Fiskville Rd., Suite A Austin, TX 78751 Tel: (512) 382-7938 C~Commercial Development Resources Tixlay's Ideas. Tomorrow's Reality. 4121 Westerly Place #112 Newport Beach, CA 92660 Tel: (949) 610-8997 L.andscap~ ArcME;C! landscape architects IIlC. 571-B Hygeia Avenue, Leucadia, CA 92024 tel (760) 943-0760 CA License 2825 Struc:ural Engineer \ TLCI ENGINEERING! 4,.J"C SOLUTIONSJ ©Copyright 2020 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 COA 15 www.tlc-engineers.com TLC No.: 121718 riiiNK. liSTi:N. CREATE. Mechanical, Electrlcal, & Plumbing Englnei!r exp U.S. Services Inc. t: +1.407.660.0088 f-+1.407.660.1655 2601 Westhall Lane Maitland. FL 32751 USA . .:,. •1:-ex www.exp.com Project#: Cert of Auth: 29701 CV) N C) N I-c...:> LJ.J ----:, 0 a: a.. Seal < -z a: C. :::, 0 e u.. (.') --...J C a, < E (.) C "iii -t C a, -z C LW < C ...J ·;:: 0 a, 2 c:, w ...J NOT FOR BID, OR CONSTRUCTION IN PROGRESS -ORAFT Issue 0:, 0 0 N 0, <( c.:, "C "' .Cl "' .::: "' c.:, ..: 0 "C C "' 0 = "' _J "' C 0 • DEVELOPMENT PERMIT 10/01/21 RESUBMITTAL #2 03/21/22 Oare 10/01/21 Scale 1/16" = 1 '-0" Tftle HAUNTED HOUSE -SITE PLAN - TECHNOLOGY Sheet T-101 © 2021 Specht Architects 6 11 ' ' ' '.:_'_ 1 SITE PLAN -FIRE PROTECTION 1/16" = 1'-0" -----··-·---------- ;.:.-, ____ ._~---· _, . .:.c_: '~~,~:.,.,..;co_:·-.··.-. . ,,, '"----< '-'-- KEYNOTES 6 6" UNDERGROUND WATER MAIN. SHOWN FOR REFRENCE ONLY, SEE CIVIL DR'•,WINGS FOR DETAILS. 11 FREE STANDING FIRE DEPT CONNECTION. SEE CIVIL PLANS FOR DETAILS. Architect Specht 5306 Middle Fiskville Rd., Suite A Auslin, lJ( 78751 Tel: (512) 382-7938 Civil Engineer C~Commercial Development Resourc:es Today's Idea::;. T11morrow's Reality. 4121 Westeny Place #112 Newport Beach, CA 92660 Tel: (949) 610-8997 Landscape Architect landscape architects !TIC. 571-B Hygeia Avenue, Leucadia. CA 92024 lei (760) 943-0760 CA License 2825 Struct~ral Engineer ' \ TLCI ENGINEERING 4, >:,, S O L U T I O N S ©Copyrigh\2020 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 GOA 15 www.tlc•engineers.com TLC No.: 121718 iHiNK. US,EN. CiEATE. Mechanical, Electrlc~I, & Plumbing Engirnoer exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA .:,. •;:•ex www.exp.com Project#: Cert of Auth: 29701 M N 0 N I- (_) LJ.J ---:, 0 a: a... cc -:z C: 0 L,L --I cc ~ ~ C :z cc ...I 0 C, w ...I C. :::, 0 ~ '-" -c:: "' E c:: -iii t "' -c:: w c:: ,:: "' :;; NOT FOR BID, OR CONSTRUCTION IN PROGRESS -ORAFT Issue DEVELOPMENT PERMIT RESUBMITTAL #2 10/01/21 1/16" = 1'-0" Trtle 00 0 0 N 0, <( '-' "O "' .c "' ,:: "' '-' ..: Cl "O c:: "' 0 0, "' ...J "' c:: 0 10/01/21 03/21/22 HAUNTED HOUSE -SITE PLAN -FIRE PROTECTION Sheet 0-101 © 2021 Specht /.\rchilBcts -----! \ ' 003 [fil ,/- ;:; ,._,,. 2 GROUND FLOOR -FIRE PROTECTION 118" C 1'-0" ' ' // '""" :u ! 7 . I I \ ,/,----.._, i: 6 I 101 RIDE VEHICLE / F _,,, ,, " ,,.. ,, ,,_ ' "---'!_ ------------' -----····-~-------·-----.. -.,_,, '', 3 1 BASEMENT -FIRE PROTECTION 1/8";:;; 1'-0" R1DE [Kl ffil [gJ [Q] [§] KEY NOTES 101 4" FIRE SPRINKLER VALVE ASSEMBLY W!TH 4" TAMPERED CONTROL VALVE, CHECK VALVE, FLOW SWITCH, PRESSURE GUAGE, AND INSPECTORS TEST AND MAIN DRAIN. DRAIN TO TERMINATE OUTSIDE AND ONTO SPLASH BLOCK PROVIDED BY ARCHITECT 142 2½" SPRINKLER CROSS MAIN. 143 4" SPRINKLER CROSS MAIN. 150 2½" SPRINKLER CROSS MAIN UP. 158 2½" SPRINKLER CROSS MAIN DOWN. DESIGN DENSITY ! SPRINKLER HEAD HOSE ' SPRINKLER DESIGN DEMAND (gpmlft2)/ft2 ' ' HAZARD SPACING ALLOWANCE CATEGORY ! WET DRY LIGHT HAZARD 225 100 0.1011500 0.1011950 ORDINARY HAZARD GROUP 1 130 250 0.1511500 0.1511950 ORDINARY HAZARD GROUP 2 130 250 0.1511500 0.1511950 EXTRA HAZARD GROUP 1 100 500 0.3012500 0.3013250 AREA TO BE PROTECTED BY CLEAN AGENT SYSTEM /.,,---._" (,- ~ I ,-, --i ·, -i -\ ,, _../ / O' 4' 8' 16' 32' Architect Specht 5306 Middle Fiskville Rd., Suite A Austin, 1X 78751 Tel: (512) 382-7938 Cf\'il Engineer C~Commen:ial Development Resources Today's Ideas. Tomorrow's Reality. 4121 Westerly Place #112 Newport Beach, CA 92660 Tel: (949) 610-8997 landscape Jl.rchitect landscape architects !IlC. 571-B Hygeia Avenue, Leucadia, CA 92021 lei (760) 943-0760 CA License 2825 Structural Engineer 4).\TLCI ~"ti<t1~~~~1~~ ©Copylight 2020 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P407.841.9050 GOA 15 www.tlc-engineers.com TLC No.: 121718 THINK. US'HN. Cl<!iAT~ . Mechanical, Elechical, & Plumbing Engineer exp U.S. Services Inc. t: +1.407_660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA .:/e •,:-ex~ www.exp.com Project#: Cert of Auth: 29701 M C\J 0 C\J I- C) UJ -:, 0 a: a.. Saal c::c -:z: cc 0.. ::, 0 0 ~ u.. "' --...J cc a, c::c E (.,,) cc 'iij C t a, -:z: cc UJ c:c cc ...J ·;:: 0 a, 2 (!:I w ...J NOT FOR BID, OR CONSTRUCTION IN PROGRESS • DRAFT Issue DEVELOPMENT PERMIT RESUBMITTAL #2 Date 10/01/21 1/8" = 1'-0" 1111, o:> 0 0 N C, <( c..:, tl "' .c, "' t: "' c..:, ~- Cl tl cc "' 0 0, a, _J a, cc 0 10/01/21 03/21/22 HAUNTED HOUSE BASEMENT & GROUND FLOOR PLAN -FIRE PROTECTION Shoot 0-201 © 2021 Sp!lcht Architects