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HomeMy WebLinkAboutSDP 2023-0012; LEGOLAND CALIFORNIA PROJECT 2025; Planning Commission120 n orange ave orlando, fl 32801 407.644.2656 t www.owp.com SHEET NO. SHEET CONTENTS PROJECT PHASE REVIEW BY DRAWN BY OWP PROJECT NO.DATE OF ISSUE CLIENT CONTACT © 2023 This (hard copy or electronic) drawing is an instrument of service and the property of orcutt winslow and shall remain their property. The design professional shall not be responsible for any alterations, modifications or additions made to this drawing by any party other than the design professional. Use of this drawing shall be limited to the original site for which is was prepared and publication thereof is expressly limited to such use, re-use or reproduction. Unless otherwise agreed in writing, design professional reserves all copyright or other property interest in this drawing, and it may not be re-used for any other purpose without the design professional's written consent. Publication by any method in whole or part is prohibited without the written permission of the design professional. Any information obtained or conclusions derived from this drawing shall be at the user's sole risk. REVISIONS NOT FOR CONSTRUCTION PROJECT TEAM: Si t e D e v e l o p m e n t P l a n , S D P 2 0 2 3 -00 1 2 Co a s t a l D e v e l o p m e n t P e r m i t , C D P 2 0 2 3 -00 2 2 SDP2023-0012/ CDP2023-0022 9/ 2 6 / 2 0 2 3 1 0 : 4 3 : 1 0 A M Au t o d e s k D o c s : / / 4 1 3 9 . 0 0 L e g o L a n d / 4 1 3 9 - A - L L C . r v t G-001 COVER 75% CONSTRUCTION DOCUMENTS EH, LMS 09.26.20234139.00 ME R L I N E N T E R T A I N M E N T S G R O U P , U S . H O L D I N G S I N C . L E G O L A N D C A L I F O R N I A P R O J E C T 2 0 2 5 On e L e g o l a n d D r i v e , C a r l s b a d , C a l i f o r n i a 9 2 0 0 8 U S A OA Tom Storer One Legoland Drive Carlsbad, CA 92008 858.334.8938 tom.storer@legoland.com or c u t t | w i n s l o w / 4 1 3 9 . 0 0 / L E G O L A N D C A L I F O R N I A P R O J EC T 2 0 2 5 - 7 5 % C O N S T R U C T I O N D O C U M E N T S / G - 0 0 1 - C O V ER / O A LEGOLAND CALIFORNIA PROJECT 2025 75% CONSTRUCTION DOCUMENTS Orcutt HHCP LLC LANDSCAPE ARCHITECTURE R.W. APEL LANDSCAPE ARCHITECTS A. 571 HYGEIA AVE. UNIT B ENCINITAS, CA 92024 P. 760-943-0760 C. Richard Apel E. richard.apel@rwapel.com STRUCTURAL ENGINEERING R. L. PLOWFIELD & ASSOCIATES A. 1073 WILLA SPRINGS RD. SUITE 2061 WINTER SPRINGS, FL 32708 P. 407-657-6657 C. Jeffrey S. Yeager, P.E., SEI E. jeff@plowfieldandassociates.com CIVIL ENGINEER COMMERCIAL DEVELOPMENT RESOURCES A. 695 TOWN CENTER DRIVE, SUITE 110 COSTA MESA, CA 92626 P. 949-610-8997 C. Aaron M. Albertson, P.E. E. aalbertson@cdrwest.com MEP ENGINEERING INGENUITY ENGINEERING A. 6275 HAZELTINE NATIONAL DRIVE ORLANDO, FL 32822 P. 407-398-6007 C. Jody McKenzie,P.E. E. jmckenzie@ingenuityei.com ARCHITECTURE HHCP A. 120 N ORANGE AVE ORLANDO, FL 32801 P. 407-644-2656 C. Eric Houston E. ehouston@hhcp.com DELTA DESCRIPTION DATE 75% CONSTRUCTION DOCUMENTS SDP/CDP SUMITTAL OLAND CALIFOOLAND CALIFO SITE DEVELOPMENT PLAN / COASTAL DEVELOPMENT PERMIT NOT FOR CONSTRUCTION SDP/CDP SUMITTAL EXHIBIT 7 PROJECT INFORMATION OWNER : APPLICANT : STREET ADDRESS : APN (S) : LEGAL DESC. : SITE ACREAGE : INNERPARK : OUTER PARK : TOTAL : EXISTING ZONING : GENERAL PLAN : EXISTING LAND USE : PROPOSED LAND USE : CLASSIFICATION OF LOTS : APPLICATION TYPES SUBMITTED : ARCHITECT : CIVIL ENGINEER & LAND SURVEYOR : LANDSCAPE ARCHITECT : PROJECT SITE AREA : PROJECT BUILDING COVERAGE : PROJECT BUILDING SQUARE FOOTAGE : PROJECT AREA LANDSCAPED : NUMBER OF PARKING SPACES REQUIRED / PROVIDED : REQUIRED EMPLOYEE EATING AREAS (S.F.) : AREA OF SITE THAT IS UNDEVELOPABLE PER ZONING ORD. 21.53.230 : STORAGE SPACE : AVERAGE DAILY TRAFFIC GENERATED BY PROJECT : MERLIN ENTERTAINMENTS GROUP U.S. HOLDINGS INC. ONE LEGOLAND DRIVE CARLSBAD, CA. 92008 TEL: (760) 918-5300 SEWER DISTRICT : WATER DISTRICT : SCHOOL DISTRICT : PROPOSED WATER DEMAND BY PROJECT : PROPOSED SEWER GENERATION BY PROJECT : PROPOSED DRAINAGE DISCHARGE (CSF) : ENCINA WASTE WATER AUTHORITY A. CONSISTENT WITH EXISTING GENERAL PLAN LAND USE AND ZONING: YES B. ENERGY EFFICIENCY REQUIREMENT: YES C. PHOTOVOLTAIC REQUIREMENT: YES D. ELECTRIC VEHICLE CHARGING REQUIREMENT: YES E. HOT WATER HEATING REQUIREMENT: YES F. TRAFFIC DEMAND MANAGEMENT REQUIRED: NO CLIMATE ACTION PLAN COMPLIANCE RESULTS: CARLSBAD MUNICIPAL WATER DISTRICT CARLSBAD UNIFIED SCHOOL DISTRICT 3 WSFU 2 DFU 8.96 CFS LEGOLAND CALIFORNIA RESORT ONE LEGOLAND DRIVE CARLSBAD, CA. 92008 TEL: 858-334-8938 CONTACT: TOM STORER, SR. PROJECT MANAGER ONE LEGOLAND DRIVE CARLSBAD, CA 92008 211-100-09 (LOT 18) LOTS 18 & 19 OF CITY OF CARLSBAD TRACT #94-09, CARLSBAD RANCH UNITS 2 & 3, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP NO. 13408, RECORDED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON APRIL 1, 1997. 132.11 AC. (GROSS LOT 18) 55.8 ACRES 72.5 ACRES 128.32 ACRES (NET LOT 18) C-T-Q, TOURIST COMMERCIAL WITH QUALIFIED DEVELOPMENT OVERLAY VC, VISITOR COMMERCIAL AMUSEMENT PARK NO CHANGE VISITOR COMMERCIAL (NO CHANGE) MINOR COASTAL DEVELOPMENT PERMIT, SITE DEVELOPMENT PLAN. HHCP 120 NORTH ORANGE AVE. ORLANDO, FL 32801 (407) 644-2656 COMMERCIAL DEVELOPMENT RESOURCES 695 TOWN CENTER DR., SUITE 110 COSTA MESA, CA 92626 (949) 610-8997 R. W. APEL LANDSCAPE ARCHITECTS, INC. 571 HYGEIA AVE., UNIT B ENCINITAS, CA 92024 (760) 943-0760 103,470 S.F. (2.38 ACRES) 33% OF PROJECT SITE AREA 33,702 S.F. 20 % OF SCOPE OF WORK SITE AREA (20,721 S.F.) 86 / 86 N/A NONE 2,120 S.F. N/A 120 n orange ave orlando, fl 32801 407.644.2656 t www.owp.com SHEET NO. SHEET CONTENTS PROJECT PHASE REVIEW BY DRAWN BY OWP PROJECT NO.DATE OF ISSUE CLIENT CONTACT © 2023 This (hard copy or electronic) drawing is an instrument of service and the property of orcutt winslow and shall remain their property. The design professional shall not be responsible for any alterations, modifications or additions made to this drawing by any party other than the design professional. Use of this drawing shall be limited to the original site for which is was prepared and publication thereof is expressly limited to such use, re-use or reproduction. Unless otherwise agreed in writing, design professional reserves all copyright or other property interest in this drawing, and it may not be re-used for any other purpose without the design professional's written consent. Publication by any method in whole or part is prohibited without the written permission of the design professional. Any information obtained or conclusions derived from this drawing shall be at the user's sole risk. REVISIONS NOT FOR CONSTRUCTION PROJECT TEAM: Si t e D e v e l o p m e n t P l a n , S D P 2 0 2 3 -00 1 2 Co a s t a l D e v e l o p m e n t P e r m i t , C D P 2 0 2 3 -00 2 2 SDP2023-0012/ CDP2023-0022 10 / 1 3 / 2 0 2 3 8 : 3 8 : 2 4 A M Au t o d e s k D o c s : / / 4 1 3 9 . 0 0 L e g o L a n d / 4 1 3 9 - A - L L C . r v t G-002 INDEX OF SHEETS & PROJECT INFORMATION 75% CONSTRUCTION DOCUMENTS EH, LMS 09.26.20234139.00 ME R L I N E N T E R T A I N M E N T S G R O U P , U S . H O L D I N G S I N C . L E G O L A N D C A L I F O R N I A P R O J E C T 2 0 2 5 On e L e g o l a n d D r i v e , C a r l s b a d , C a l i f o r n i a 9 2 0 0 8 U S A OA Tom Storer One Legoland Drive Carlsbad, CA 92008 858.334.8938 tom.storer@legoland.com or c u t t | w i n s l o w / 4 1 3 9 . 0 0 / L E G O L A N D C A L I F O R N I A P RO J E C T 2 0 2 5 - 7 5 % C O N S T R U C T I O N D O C U M E N T S / G - 0 0 2 - IN D E X O F S H E E T S & P R O J E C T I N F O R M A T I O N / O A 75% CONSTRUCTION DOCUMENTS Orcutt HHCP LLC INDEX OF SHEETS NUMBER SHEET NAME ISSUE DATE GENERAL G-001 COVER 9/26/2023 G-002 INDEX OF SHEETS & PROJECT INFORMATION 9/26/2023 G-003 LEGENDS, SYMBOLS, GENERAL NOTES 9/26/2023 CIVIL C-001 GRADING TITLE SHEET 9/26/2023 C-002 TOPOGRAPHIC SURVEY & DEMOLITION PLAN 9/26/2023 C-003 PRECISE GRADING PLAN 9/26/2023 C-004 GRADING DETAILS 9/26/2023 C-005 SITE SECTIONS 9/26/2023 C-006 STORM DRAIN PLAN 9/26/2023 C-007 STORM DRAIN PLAN & PROFILE 9/26/2023 C-008 PRIVATE UTILITY PLAN 9/26/2023 C-009 FIRE MASTER PLAN 9/26/2023 LANDSCAPE L-001 CONCEPTUAL LANDSCAPE DEMOLITION PLAN 9/26/2023 L-002 CONCEPTUAL AREA DEVELOPMENT PLAN 9/26/2023 L-003 CONCEPTUAL LANDSCAPE PLAN 9/26/2023 L-004 PLANT LEGEND & LANDSCAPE NOTES 9/26/2023 L-005 CONCEPTUAL LANDSCAPE WATER CONSERVATION PLAN 06/30/2023 L-006 LANDSCAPE HYDROZONE DIAGRAM & WATER USE CALCULATIONS 9/26/2023 LIFE SAFETY A-001 PROJECT LOCATION PLAN 9/26/2023 A-010 LIFE SAFETY CODE DATA 9/26/2023 A-011 LIFE SAFETY PLANS 9/26/2023 ARCHITECTURE A-100 ARCHITECTURAL SITE PLAN 9/26/2023 A-110 LEVEL 1 - REFERENCE FLOOR PLAN - OVERALL 9/26/2023 A-111 LEVEL 1 - FLOOR PLAN - ZONE 1 9/26/2023 A-112 LEVEL 1 - FLOOR PLAN - ZONE 2 9/26/2023 A-113 LEVEL 1 - FLOOR PLAN - ZONE 3 9/26/2023 A-114 LEVEL 1 - FLOOR PLAN - ZONE 4 9/26/2023 A-120 ARCHITECTURAL PLANS - EGRESS PLATFORM LEVEL - OVERALL 9/26/2023 A-121 ARCHITECTURAL PLANS - EGRESS PLATFORM LEVEL - ZONE B 9/26/2023 A-200 ROOF PLAN - OVERALL 9/26/2023 A-501 EXTERIOR ELEVATIONS - OVERALL 9/26/2023 A-511 EXTERIOR ELEVATIONS - BUILDING 9/26/2023 A-512 EXTERIOR ELEVATIONS - BUILDING 9/26/2023 A-513 EXTERIOR ELEVATIONS - BUILDING 9/26/2023 A-514 EXTERIOR ELEVATIONS-BUILDING - FLAT RIDE 9/26/2023 A-515 EXTERIOR ELEVATIONS - TOT SPOT & PLAYSCAPE 9/26/2023 A-521 EXTERIOR ELEVATIONS - ENLARGED 9/26/2023 A-522 EXTERIOR ELEVATIONS - ENLARGED 9/26/2023 A-523 EXTERIOR ELEVATIONS - ENLARGED 9/26/2023 A-524 EXTERIOR ELEVATIONS - ENLARGED 9/26/2023 A-601 BUILDING SECTIONS 9/26/2023 A-602 BUILDING SECTIONS 9/26/2023 A-603 PARTIAL BUILDING SECTIONS 9/26/2023 A-604 PARTIAL BUILDING SECTIONS 9/26/2023 A-901 EXTERIOR ISOMETRICS 9/26/2023 A-902 EXTERIOR PERSPECTIVES 9/26/2023 PROJECT INFORMATION SHEET LIST DELTA DESCRIPTION DATE SDP/CDP SUBMITTAL N SANTA FE CITY OF ENCINITAS OCEAN PACIFIC B L VD L A COSTA AVE RANCHO R E A L C I T Y O F C A R L S B A D C A N N O N PALOMAR C A R L S B A D A V I A R A PKWY. A I R P O R T CITY OF OCEANSIDE I N T E R S T A T E 5 HIGHWAY 78 R D. EL CAMINO R O A D CITY OF VISTA ROA D ALGA ROAD MARCOS CITY OF SAN SCALE NOT TO CO L L E GE B L . COLLEGE BLVD. SITE LOCATION LEGOLAND BASE COURSE, GRAVEL, CRUSHED ROCK SAND, MORTAR, GROUT, PLASTER OR CONCRETE FILL CONCRETE, CAST IN PLACE BRICK STEEL CONCRETE MASONRY UNITS WOOD FRAMING WOOD BLOCKING OR SHIM EARTH PLYWOOD ALUMINUM RIGID INSULATION GYPSUM BOARD STONE CEMENT PLASTER BATT INSULATION FIRE SAFING INSULATION WOOD FINISH SPRAY ON FIRE PROOFING SOLID SURFACE CONCRETE, PRE-CAST PANEL 10 1 B 101C PLAN NORTH TRUE NORTH NORTH ARROWS OPENING TAGS Room name 101 150 SF SPACE NAME SPACE NUMBER SPACE AREA SPACE IDENTIFICATION A101 1 .DETAIL NUMBER DRAWING ON WHICH DETAIL OCCURS DETAIL / CALLOUT REFERENCE DETAIL NUMBERBUILDING / WALL SECTION REFERENCE DRAWING ON WHICH SECTION OCCURS 3' -0" SPOT ELEVATION REFERENCE LOCATION OF SPOT ELEVATION RELATIVE OR ABSOLUTE ELEVATION OPENING NUMBER REFERS TO THE OPENING SCHEDULE OPENING NUMBER REFERS TO THE SPACE WHICH THE OPENING SERVES 1/8" = 1'-0"12 View Name DRAWING NUMBER SCALE DRAWING IDENTIFICATION /REF. :1/8" = 1'-0"1 View Name 2 A101 DRAWING NUMBER SCALE DRAWING IDENTIFICATION WITH REFERENCE SHEET WHERE VIEW ORIGINATED 2.B6 PARTITION TYPE IDENTIFICATION PARTITION TYPE(REFER TO PARTITION TYPE DETAILS) GRAPHIC SCALE INDICATES FEET DETAIL / SECTION / ELEVATION TARGET TARGET NAME TARGET ELEVATION E11 1GRID / COLUMN BUBBLES PROPOSED GRID EXISTING GRID 1REVISION TAG REVISION NUMBER EQUIPMENT TAG EQUIPMENT ID TOILET ACCESSORY TAG TOILET ACCESSORY ID 1t 1i A5.01 2 1 3 INTERIOR ELEVATION SYMBOL DRAWING NUMBER SHEET NUMBER A5.02 1 EXTERIOR ELEVATION SYMBOL DRAWING NUMBER SHEET NUMBER /MATCHLINE 1 A101MATCHLINE / VIEW REFERENCE MATCHLINE DRAWING / SHEET THAT VIEW IS CONTINUED ON W2 WINDOW OPENING BY TYPE DOOR OPENING BY TYPE WD-2 L2 FIRE RATED LINE TYPES 1 Hour Rated Fire Assembly 1 Hour Rated Fire Smoke Assembly 2 Hour Rated Fire Assembly 2 Hour Rated Fire Smoke Assembly LOUVER OPENING BY TYPE BOLLARD TYPE BOLLARD TYPE Name Elevation A101 1 . 101B DOOR OPENING BY INSTANCE (REFERS TO THE SPACE THE OPENING SERVES) 2.B3 0"3'-0" 6'-0"24'-0"12'-0" BOLLARD DIAMETER B (4") A -231 BUILDING MODIFIER (IF APPLICABLE) SHEET TYPE DESIGNATOR SHEET SUB-CATEGORY (IF APPLICABLE) DISCIPLINE DISCIPLINE A ARCHITECTURE C CIVIL D PROCESS E ELECTRICAL F FIRE PROTECTION G GENERAL H HAZARDOUS MATERIALS I INTERIORS L LANDSCAPE M MECHANICAL / HVAC P PLUMBING S STRUCTURAL T TELECOMMUNICATIONS V SURVEY LEVEL (IF APPLICABLE) D DEMOLITION DRAWINGS D DEMOLITION MODIFIER SHEET TYPE DESIGNATOR 0 GENERAL (COVER, LEGENDS, ABBREVIATIONS, INDEX) 1 FLOOR PLANS 2 ROOF PLAN 3 REFLECTED CEILING PLANS 4 ENLARGED PLANS 5 EXTERIOR ELEVATIONS 6 BUILDING AND WALL SECTIONS 7 EXTERIOR / INTERIOR DETAILS 8 SCHEDULES, DOOR AND WINDOW TYPE ELEVATIONS 9 3D VIEWS SUB-CATEGORY 2 3 4 5 SLAB PLAN -FIRST LEVEL 1 ARCHITECTURAL PLANS DIMENSIONED PLAN 6 SLAB PLAN -MEZZANINE LEVEL ARCHITECTURAL PLANS -MEZZANINE LEVEL DIMENSIONED PLAN -MEZZANINE LEVEL 120 n orange ave orlando, fl 32801 407.644.2656 t www.owp.com SHEET NO. SHEET CONTENTS PROJECT PHASE REVIEW BY DRAWN BY OWP PROJECT NO.DATE OF ISSUE CLIENT CONTACT © 2023 This (hard copy or electronic) drawing is an instrument of service and the property of orcutt winslow and shall remain their property. The design professional shall not be responsible for any alterations, modifications or additions made to this drawing by any party other than the design professional. Use of this drawing shall be limited to the original site for which is was prepared and publication thereof is expressly limited to such use, re-use or reproduction. Unless otherwise agreed in writing, design professional reserves all copyright or other property interest in this drawing, and it may not be re-used for any other purpose without the design professional's written consent. Publication by any method in whole or part is prohibited without the written permission of the design professional. Any information obtained or conclusions derived from this drawing shall be at the user's sole risk. REVISIONS NOT FOR CONSTRUCTION PROJECT TEAM: Si t e D e v e l o p m e n t P l a n , S D P 2 0 2 3 -00 1 2 Co a s t a l D e v e l o p m e n t P e r m i t , C D P 2 0 2 3 -00 2 2 SDP2023-0012/ CDP2023-0022 9/ 2 6 / 2 0 2 3 1 0 : 4 3 : 1 6 A M Au t o d e s k D o c s : / / 4 1 3 9 . 0 0 L e g o L a n d / 4 1 3 9 - A - L L C . r v t G-003 LEGENDS, SYMBOLS, GENERAL NOTES 75% CONSTRUCTION DOCUMENTS EH, LMS 09.26.20234139.00 ME R L I N E N T E R T A I N M E N T S G R O U P , U S . H O L D I N G S I N C . L E G O L A N D C A L I F O R N I A P R O J E C T 2 0 2 5 On e L e g o l a n d D r i v e , C a r l s b a d , C a l i f o r n i a 9 2 0 0 8 U S A OA Tom Storer One Legoland Drive Carlsbad, CA 92008 858.334.8938 tom.storer@legoland.com or c u t t | w i n s l o w / 4 1 3 9 . 0 0 / L E G O L A N D C A L I F O R N I A P RO J E C T 2 0 2 5 - 7 5 % C O N S T R U C T I O N D O C U M E N T S / G - 0 0 3 - LE G E N D S , S Y M B O L S , G E N E R A L N O T E S / O A 75% CONSTRUCTION DOCUMENTS Orcutt HHCP LLC MATERIALS LEGEND SHEET NUMBERING FORMAT SYMBOL LEGEND GENERAL NOTES A. THE DRAWINGS AND SPECIFICATIONS, AND ALL COPIES ARE LEGAL INSTRUMENTS OF SERVICE FOR THE USE OF THE OWNER AND AUTHORIZED REPRESENTATIVES ON THE DESIGNATED PROPERTY ONLY. OTHER USE, WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE ARCHITECT, IS PROHIBITED. B. SPECIFICATIONS, DETAILS AND SCHEDULES WHICH MAY BE BOUND SEPARATELY, ARE PART OF THESE CONTRACT DOCUMENTS. DRAWINGS BY CONSULTING PROFESSIONALS, SUCH AS STRUCTURAL, MECHANICAL, ETC., ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS AND ARE PART OF THESE CONTRACT DOCUMENTS. C. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED TO BE CONSTRUCTION STANDARDS. QUESTIONS REGARDING SYMBOLS AND ABBREVIATIONS OR THEIR EXACT MEANING, SHALL BE DIRECTED TO THE ARCHITECT. D. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES ON THE DRAWINGS, SPECIFICATIONS OR EXISTING CONDITIONS. SHOULD THERE BE A DISCREPANCY BETWEEN SAID DRAWINGS AND SPECIFICATIONS, IT SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IN WRITING FOR CLARIFICATION PRIOR TO INSTALLATION OF SAID WORK. E. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF INFORMATION IS NOT SHOWN ON THE DRAWINGS, OR IS UNCLEAR. F. VERIFY ALL DIMENSIONS, ELEVATIONS AND EXISTING CONDITIONS PRIOR TO STARTING WORK AND REPORT ANY DISCREPANCIES IN WRITING TO THE ARCHITECT. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS EXPENSE. G. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT AND CONFIGURATION OF THE BUILDING ON THE SITE. H. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS FOR ALL WORK. I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING THE WORK FOR ALL UTILITIES AND SERVICES. J. ALL TRADES TO COMPLY WITH ALL APPLICABLE LOCAL, STATE, HEALTH, SAFETY CODES, ORDINANCES, REQUIREMENTS, ETC. AND PROVIDE ACCEPTABLE MATERIALS AND WORKMANSHIP TO CURRENT INDUSTRY STANDARDS. K. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE. DO NOT SCALE DRAWING: DIMENSIONS GOVERN, LARGE SCALE DETAILS GOVERN OVER SMALLER SCALE DRAWINGS. L. STRUCTURAL DIMENSIONS ARE TAKEN FROM COLUMN CENTER LINES TO FACE OF STRUCTURE OR CONCRETE. ARCHITECTURAL DIMENSIONS ARE TAKEN FROM FACE OF STUD TO FACE OF STUD OR TO FACE OF MASONRY, UNLESS OTHERWISE NOTED. M. FINISH FLOOR ELEVATIONS ARE TO TOP OF CONCRETE SLAB, UNLESS OTHERWISE NOTED. N. CEILING HEIGHT DIMENSIONS ARE TO FINISHED SURFACES, UNLESS OTHERWISE NOTED. O. 'TYPICAL' (TYP) MEANS FOR ALL SIMILAR CONDITIONS, UNLESS OTHERWISE NOTED. P. ALL DOOR SIZES SHOWN ON THE DOOR SCHEDULE ARE OPENING SIZES. ALLOWANCE FOR THRESHOLDS, ETC. SHALL BE DEDUCTED.FRAMES SHALL BE REINFORCED WHERE REQUIRED FOR CLOSERS, STOPS, AND HARDWARE. Q. CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACINGS, BLOCKING, BACKING, HANGERS, BACK-UP PLATES, AND SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL CASEWORK, TOILET ACCESSORIES, FIXTURES, PARTITIONS, AND ALL WALL-MOUNTED OR SUSPENDED MECHANICAL, KITCHEN, ELECTRICAL OR MISC. EQUIPMENT, FURNISHINGS AND ART WORK. R. CONTRACTOR SHALL VERIFY EXACT SIZES AND LOCATIONS OF ALL MECHANICAL EQUIPMENT PADS, BASE STRUCTURES, ROOF OPENINGS, AS WELL AS POWER, WATER, DRAIN INSTALLATIONS AND STRUCTURAL STEEL SUPPORT LOCATIONS WITH EQUIPMENT MANUFACTURERS BEFORE PROCEEDING WITH THE WORK. CHANGES TO ACCOMMODATE FIELD CONDITIONS OR APPROVED SUBSTITUTIONS SHALL BE MADE WITHOUT ADDITIONAL CHARGE TO THE OWNER. S. LOCATE CONTROL JOINTS IN MASONRY WHERE NOTED (CJ); REPORT ANY CONFLICTS TO ENGINEER PRIOR TO INSTALLATION. T. FINISHED FLOOR ELEV. = 0'-0" (XX.X' ACTUAL) UNLESS NOTED OTHERWISE. U. REFER TO CIVIL, MECHANICAL AND ELECTRICAL DRAWINGS TO VERIFY AND COORDINATE ALL PENETRATIONS. SYMBOL LEGEND VICINITY PLAN PROJECT NOTES DELTA DESCRIPTION DATE SDP/CDP SUMITTAL NOT FOR CONSTRUCTION SDP/CDP SUMITTAL C-001 GRADING TITLE SHEET VICINITY MAP SD WD SS SS FW 100 100 W IW SD WD IW SHEETNO.DESCRIPTION GRADING TITLE SHEETC-001 C-002 C-003 C-005 C-006 C-007 EXISTING TOPOGRAPHY & DEMOLITION PLAN SITE SECTIONS GRADING PLAN C-004 GRADING DETAILS 120 n orange ave orlando, fl 32801 407.644.2656 t www.owp.com SHEET NO. SHEET CONTENTS PROJECT PHASE REVIEW BY DRAWN BY OWP PROJECT NO.DATE OF ISSUE CLIENT CONTACT © 2023 This (hard copy or electronic) drawing is an instrument of service and theproperty of orcutt winslow and shall remain their property. The design professionalshall not be responsible for any alterations, modifications or additions made to thisdrawing by any party other than the design professional. Use of this drawing shallbe limited to the original site for which is was prepared and publication thereof isexpressly limited to such use, re-use or reproduction. Unless otherwise agreed inwriting, design professional reserves all copyright or other property interest in thisdrawing, and it may not be re-used for any other purpose without the designprofessional's written consent. Publication by any method in whole or part isprohibited without the written permission of the design professional. Anyinformation obtained or conclusions derived from this drawing shall be at theuser's sole risk. REVISIONS NOT FOR CONSTRUCTION PROJECT TEAM: Si t e D e v e l o p m e n t P l a n S D P 2 0 2 3 - 0 0 1 2 Co a s t a l D e v e l o p m e n t P e r m i t C D P 2 0 2 3 - 0 0 2 2 SDP/CDP SUBMITTAL RE/AA 09.26.20234139.00 ME R L I N E N T E R T A I M E N T S G R O U P , U S . H O L D I N G S I N C . LE G O L A N D C A L I F O R N I A On e L e g o l a n d D r i v e , C a r l s b a d , C a l i f o r n i a 9 2 0 0 8 U S A BS/AM Tom StorerOne Legoland DriveCarlsbad, CA 92008 858.334.8938 tom.storer@legoland.com SDP/CDPSUBMITTAL COMMERCIAL DEVELOPMENTRESOURCES (CDR) DELTA DESCRIPTION DATE P R O J E C T 2 0 2 5 SDP2023-0012/CDP2023-0022 FIRE MASTER PLAN PRIVATE UTILITY PLAN STORM DRAIN PLAN C-008 C-009 STORM DRAIN PLAN & PROFILE SD SD SD LIMITS OFDEMOLITION LIMITS OFWORK/DEMOLITION LIMITS OFDEMOLITION END BEGIN EX.WALL EX.WALL EX.WALL EX.WALL&SEAT EX.WALL&SEAT EX.WALL EX.WALL EX.BUILDING EX.SDMH EX.WALL EX.24"STORMDRAIN EX.STORMDRAIN EX.STORMDRAINBEGIN EX.SEWERLINE EX.SEWERLINE EX.ELECTRICLINE EX.ELECTRICLINE BEGIN END EX.STORMDRAIN EXISTINGBUILDINGTO REMAIN EX.WASHDOWNWATER LINE EX.BUILDING EX.CURB/ADARAMP EX.FIREHYDRANT SAWCUTLINE EX.GASLINE EX.BACKFLOWPREVENTER EX. STAIRS(TO BE BUILTOVER) EX.STORMDRAIN SAWCUTLINE SAWCUTLINE EX.STAIRS SAWCUTLINE LIMITS OFWORK LIMITS OFWORK SAWCUTLINE EX.BUILDING EX.CONCRETEBROWDITCH EX.FH EX.CONCRETEBROWDITCH EX. WETSTANDPIPETOREMAIN ENDEX.SDMH END BEGIN EX.CURB&GUTTER EX.CURB&GUTTER EX.PAVERS EX.SSMH EX.ELECTLINE EX.GASLINE EX.8"WATERMAIN EX.SEWERMAIN EX.PAVERS EX.STORMDRAIN EX.IRRIGATIONVALVES COORDINATETRENCHING &REPLACEMENT OFEXISTING CANOPYFOOTINGS DURINGSTORM DRAININSTALLATION.SEE SHEET C-007 EX.STORMDRAIN EX.PATIO &OVERHEADSTRUCTURE COORDINATETRENCHING &REPLACEMENT OFEXISTING CANOPY &HARDSCAPE DURINGSTORM DRAININSTALLATION.SEESHEET C-007 END BEGIN 11 2 2 2 2 2 2 22 2 2 2 2 2 2 2 2 2 22 22 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 33 3 3 3 3 3 3 3 3 9 9 9 9 12 9 9 9 9 9 3 3 3 3 3 3 3 3 3 3 3 3 3 2 11 11 11 11 6 6 6 2 2 2 2 2 2 2 2 2 2 22 6 6 6 6 5 5 4 4 4 4 11 11 11 6 6 6 6 6 6 6 6 6 6 4 4 12 12 7 7 7 7 7777 7 7 7 14 13 7 9 9 3 2 2 215 15 2 2 2 11 9 8 8 8 8 8 8 8 8 8 88 8 8 8 8 8 5 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 6 16 16 16 16 1616 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 13 13 7 6 7 16 66 613 7 7 6 6 6 7 16 13 6 6 6 6 17 17 17 17 17 6 6 7 13 6 66 6 16 5 5 5 5 5 1 4 1 1 1 1 1 4 1 13 1 16 27 1 27 27 1 27 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 19 6 6 6 13 13 13 13 13 13 13 13 13 11 11 11 11 11 11 11 11 11 11 11 11 11 23 23 1 1 6 6 6 6 20 16 2 2 16 21 23 16 16 16 16 1 1 1 11 1 1 5 5 5 12 12 12 12 5 5 1 1 6 6 6 6 6 6 1 25 1 9 1 2 2 2 26 23 1 111 1 27 4 4 1 22 1 1 1 1 1 1 1 10 10 10 10 11 1 4 4 1EX.STORMDRAIN SAWCUT LINE.COORDINATE W/PAVER LAYOUTTO REDUCEDEMOLITION SAWCUTLINE SAWCUTLINE SAWCUTLINE SAWCUTLINE LIGHT1 EX. STAIRS(TO BE BUILTOVER) 1 2 2 EX.WATERLINE1 28 EX.WATERLINE 1 1 16 EX.SEWERLINE1 EX.RWLINE 1 C-002 TOPOGRAPHIC SURVEY & DEMOLITION PLAN DEMOLITION NOTES: 1 PROTECT IN PLACE ITEM NOTED REMOVE EXISTING CONCRETE CURB REMOVE EXISTING 4" AC/12" AB ASPHALT CONCRETE PAVEMENT. EXISTING PAVEMENT SECTION TO BE VERIFIED IN FIELD. REMOVE EXISTING WALL REMOVE EXISTING FENCE REMOVE EXISTING SITE LIGHT AND RETURN FIXTURE TO OWNER REMOVE EXISTING SPEAKER REMOVE EXISTING SIGN AND RETURN FIXTURE TO OWNER REMOVE EXISTING DECORATIVE PAVERS SAWCUT EXISTING A.C. PAVEMENT REMOVE EXISTING CONCRETE HARDSCAPE REMOVE EXISTING METAL RAILING AND RETURN TO OWNER REMOVE EXISTING ELECTRICAL BOX REMOVE EXISTING ELECTRICAL PANEL REMOVE EXISTING BUILDING REMOVE EXISTING STORM DRAIN REMOVE EXISTING CHARGING STATION REMOVE EXISTING BUILDING COLUMN REMOVE EXISTING SEWER CLEANOUT REMOVE EXISTING PUMP REMOVE EXISTING KIOSK AND RETURN TO OWNER REMOVE AND REPLAVE EXISTING CURB & GUTTER ABANDON EXISTING SEWER. CAP END. REMOVE EXISTING STAIRS REMOVE HARDSCAPE/CURB AS NEED FOR THEMING ELEMENT ADJUST EXISTING UTILITY RIM TO GRADE ABANDON EXISTING CMP STORM DRAIN. FILL IN WITH SLURRY (CLSM) . REMOVE EXISTING WATER LINE.. CAP END & ADD THRUST BLOCK AT DEAD END. GENERAL NOTE: ALL EXISTING LEGO MODELS TO BE RETURNED TO OWNER 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 CONTRACTOR NOTES: 17 18 19 20 LIMITS OF WORK RECYCLED WATER IRRIGATION MAINLINE TO BE REMOVED & RELOCATED ELECTRICAL LINE TO BE REMOVED & RELOCATED POTABLE OR DOMESTIC WATER WASH DOWN TO BE REMOVED & OR RELOCATED STORM DRAIN TO BE REMOVED SEWER LINE TO BE REMOVED REMOVE CURB & GUTTER SAWCUT LINE LEGEND: EXISTING PAVERS EXISTING ASPHALT 21 22 23 24 25 26 27 1. REFER TO LANDSCAPE DEMOLITION IMPROVEMENT PLAN FOR REMOVAL OF EXISTING TREES AND LANDSCAPE. 2. LOCATION OF EXISTING UTILITIES SHOWN IS DIAGRAMMATIC. NOT AS-BUILT. CONTRACTOR TO LOCATE, POTHOLE, AND CONFIRM SIZE, MATERIAL AND DEPTH OF EXISTING UTILITIES. 3. EXISTING STORM DRAIN SYSTEM TO BE KEPT UNPLUGGED AS LONG AS POSSIBLE. PLUG EXISTING STORM DRAIN PER DEMO PLAN 4. IF DEMOLITION OR DAMAGES OCCUR TO THE SITE OUTSIDE THE LIMITS OF DEMOLITION SHOWN ON THIS PLAN, THE CONTRACTOR IS TO REPLACE TO MATCH EXISTING CONDITION AND BACKFILL PER THE FINAL SOILS REPORT. 120 n orange ave orlando, fl 32801 407.644.2656 t www.owp.com SHEET NO. SHEET CONTENTS PROJECT PHASE REVIEW BY DRAWN BY OWP PROJECT NO.DATE OF ISSUE CLIENT CONTACT © 2023 This (hard copy or electronic) drawing is an instrument of service and theproperty of orcutt winslow and shall remain their property. The design professionalshall not be responsible for any alterations, modifications or additions made to thisdrawing by any party other than the design professional. Use of this drawing shallbe limited to the original site for which is was prepared and publication thereof is expressly limited to such use, re-use or reproduction. Unless otherwise agreed inwriting, design professional reserves all copyright or other property interest in thisdrawing, and it may not be re-used for any other purpose without the designprofessional's written consent. Publication by any method in whole or part isprohibited without the written permission of the design professional. Anyinformation obtained or conclusions derived from this drawing shall be at theuser's sole risk. REVISIONS NOT FOR CONSTRUCTION PROJECT TEAM: Si t e D e v e l o p m e n t P l a n S D P 2 0 2 3 - 0 0 1 2 Co a s t a l D e v e l o p m e n t P e r m i t C D P 2 0 2 3 - 0 0 2 2 SDP/CDP SUBMITTAL RE/AA 09.26.20234139.00 ME R L I N E N T E R T A I M E N T S G R O U P , U S . H O L D I N G S I N C . LE G O L A N D C A L I F O R N I A On e L e g o l a n d D r i v e , C a r l s b a d , C a l i f o r n i a 9 2 0 0 8 U S A BS/AM Tom StorerOne Legoland DriveCarlsbad, CA 92008 858.334.8938 tom.storer@legoland.com SDP/CDP SUBMITTAL COMMERCIAL DEVELOPMENTRESOURCES (CDR) DELTA DESCRIPTION DATE P R O J E C T 2 0 2 5 SDP2023-0012/CDP2023-0022 28 EX LANDSCAPING (N.A.P.) EX LANDSCAPING (N.A.P.) A A B B C C EXISTING BUILDING TO REMAIN EX LANDSCAPING (N.A.P.) LIMITS OF GRADING (TYP.) EXISTING RETAINING WALL FOOTING TO BE POTHOLED AND VERIFIED PRIOR TO CONSTRUCTION. IF 6" MINIMUM COVER FROM FG TO TF IS NOT MAINTAINED, PORTION OF FOOTING AND/OR WALL SHALL BE RECONSTRUCTED TO MEET MIN. REQUIREMENT (TYP.) 2. 0% 2.0% 2. 0% 1.0% 1. 2% 2.0% 162.75FFE 162.33PAD (5" CONC SLAB) 2:1 MAX 2:1 MAX 2:1 MAX EX. BUILDING TO REMAIN (+-166.30FF) EX. BUILDING TO REMAIN 163 162 163164163162 166 165 164 163 162 16 1 162 163 164 162 2. 0 % 2 .0 % 160 160 159 160 162 161161 162 16 2 1.4% 16 2 1 6 2 2.0 %1.0% 1.2% 1.1% 1.2% 162.07TG162.30 TG 161.95TG 161.96TG 158.80TG 162.25TG 162.25TG 162.75FFE 162.33PAD 156.92FFE 156.50PAD (5" CONC OR GRAVEL) 2.0%162.22TC 161.72TG 161.80FG 163.00FFE 162.58PAD (5" CONC SLAB) 1. 8% 1.5% 2. 0% 2. 0 % 1.0%1.0%1.0%1.0% 162.75FFE 162.33PAD (5" CONC SLAB) 162.06TG 1.0% 1.3% 1.5 % 162.46TG 162.25TG 160 160 160 162161 1 6 2 161 1.7% 2.0% 1 . 0 % 162 162 163 1 . 0 % 1.0% 2.0% RIDGE RID G E RIDGE 1.8% RIDGE 1.5 % 162 162 159 1 6 1 160 161 16 1 16 1 (159.04FF) EX. BLDG 2.0% 1.8%1.5% 163 MATCH (162.80FG) MATCH (164.34FG) MATCH (162.98FG) MATCH (163.75FG) MATCH (162.80FG) 16 1 162 163 (162.63FS) MATCH (162.70FS) (165.10FS) STEPS TO REMAIN 162.75 DOOR 163.00 DOOR (164.52TW)162.70FS-BW (163.20EG) (165.10FS) (158.43TC) (158.05.FS) 161.50 DOOR 163.86TW 162.36FS 162.18 FS (164.91FS) EX. PRIVATE 24" STORM TO BE ABANDONED. SEE STORM DRAIN PLAN (164.52TW)162.55FS-BW (163.10EG) (159.19TC) (158.85FS) 162.50TC-TW 162.04FS 161.75FG (162.48FS) MATCH (164.52TW) 162.10FS-BW (163.20EG) 162.75 DOOR 162.20FL-HP 161.31FS-TC 160.65FG 162.02TW 161.52FS 161.00FG-BW (162.99FS) 162.88 FS 162.50FS (163.20FS) (164.57TW) 162.98FS SEAT WALLTO REMAIN (162.84FS) 162.68FS (162.63FS-TW) 164.52FS SEAT WALL TO REMAIN 162.54FS 162.64FS 162.62FS 164.36TW 162.80FS-GB-BW(163.17BW) 161.78TS(4) 6-1/2" RISERS 159.62 FS-BS 163.00 DOOR 162.34FS 162.76FS 162.50TG 161.77FS 162.25FS 162.50FS 162.44RIM(149.55INV) 162.75 DOOR 162.70FS (162.65FS) MATCH (162.58FS) MATCH 162.54FS 162.55FS (164.56TW) 163.00FS 162.71FS 162.75 DOOR 162.75 DOOR 161.47 FL-HP SWALE 164.02TW 162.52FS-R 165.52TC (165.19FS) 164.88TC (164.55FS) 165.39TC (165.06FS) 165.96TC (165.63FS) 166.00TC (165.67FS) 166.31TC (165.98FS) 166.33TC (166.00FS) 166.54TC (166.21FS) 166.20TC 165.87FS 166.27TC (165.94FS) PROP. 4" PERF SUBDRAIN SYSTEM PROP. 4" PERF SUBDRAIN SYSTEM (TYP.) 162.50FS 163.20FS 163.45STEM 162.94STEM 162.69FS 2:1 18" WIDE VEGETATED SWALE W/ SOIL LINER PER DETAIL 3 SHEET C-0010 159.50TC 159.00FS EX. WALL TO REMAINHMAX=3'-8" PROPOSED BASEMENT 4" PERFORATED SUBDRAIN (TYP.) (163.35FS) (164.98FS) (165.31FS) (165.59FS) 162.91TC (162.58FS) PROPOSED RETAINING WALL PER SDRSD TYPE C-3HMAX=5'-4" (159.62TC) (159.12FS) (159.12TC) (158.62FS) 161.62 FS-0"CF 162.10 FS-0"CF 162.62FS 162.21 FS 162.70 FS-GB 2:1 18" WIDE VEGETATED SWALE W/ SOIL LINER PER DETAIL 3 SHEET C-0010 162.60 FS-0"CF 1.0% 2 . 0 % 1.8 % 162.58FS 162.55FS 162.52FS 162.46FS 162.70FS 162.50FS 162.30FS-TC 162.00FG (162.70FS) MATCH (162.76FS) MATCH (162.74FS) MATCH (162.30FS) MATCH (162.30FS) MATCH (162.26FS) MATCH 162 162 161 1. 4% 162.10FS-TC 161.75FG EX. PRIVATE SDMH TO BE ABANDONED. SEE STORM DRAIN PLAN 162.25TG PROPOSED BASEMENT 4" PERFORATED SUBDRAIN (TYP.) PROPOSED BASEMENT 4" PERFORATED SUBDRAIN (TYP.) 1.2% 16 2 162 16 1 162 162 1.0 % (164.74TC) (164.24FS) (164.83TC) (163.33FS)6.3% (164.70TW) (163.04FS-BW) (164.70TW) (163.11FS) 162.38TC (162.05FS) 161.83TC (161.50FS) (160.40TC) (160.19FS) EXISTING RETAINING WALL FOOTING TO BE POTHOLED AND VERIFIED PRIOR TO CONSTRUCTION. IF 6" MINIMUM COVER FROM FG TO TF IS NOT MAINTAINED, PORTION OF FOOTING AND/OR WALL SHALL BE RECONSTRUCTED TO MEET MIN. REQUIREMENT PER SDRSD C-3 (TYP.) STRUCTURAL FOUNDATION PILES SHOWN FOR REFERENCE ONLY (TYP.) PROP. THEME PORTALTYP) C-003 GRADING PLAN DETAIL A SEE SHEET C-004 DETAIL B SEE SHEET C-004 120 n orange ave orlando, fl 32801 407.644.2656 t www.owp.com SHEET NO. SHEET CONTENTS PROJECT PHASE REVIEW BY DRAWN BY OWP PROJECT NO.DATE OF ISSUE CLIENT CONTACT © 2023 This (hard copy or electronic) drawing is an instrument of service and theproperty of orcutt winslow and shall remain their property. The design professionalshall not be responsible for any alterations, modifications or additions made to thisdrawing by any party other than the design professional. Use of this drawing shallbe limited to the original site for which is was prepared and publication thereof isexpressly limited to such use, re-use or reproduction. Unless otherwise agreed inwriting, design professional reserves all copyright or other property interest in thisdrawing, and it may not be re-used for any other purpose without the designprofessional's written consent. Publication by any method in whole or part isprohibited without the written permission of the design professional. Anyinformation obtained or conclusions derived from this drawing shall be at theuser's sole risk. REVISIONS NOT FOR CONSTRUCTION PROJECT TEAM: Si t e D e v e l o p m e n t P l a n S D P 2 0 2 3 - 0 0 1 2 Co a s t a l D e v e l o p m e n t P e r m i t C D P 2 0 2 3 - 0 0 2 2 SDP/CDP SUBMITTAL RE/AA 09.26.20234139.00 ME R L I N E N T E R T A I M E N T S G R O U P , U S . H O L D I N G S I N C . LE G O L A N D C A L I F O R N I A On e L e g o l a n d D r i v e , C a r l s b a d , C a l i f o r n i a 9 2 0 0 8 U S A BS/AM Tom StorerOne Legoland DriveCarlsbad, CA 92008 858.334.8938 tom.storer@legoland.com SDP/CDP SUBMITTAL COMMERCIAL DEVELOPMENTRESOURCES (CDR) DELTA DESCRIPTION DATE P R O J E C T 2 0 2 5 SDP2023-0012/CDP2023-0022 2.0% 2.0% 7.2% 1.5%2.0% 162.33 TG 162.70TC 162.20TG 1.0% 162.55TC 162.05TG 160.70FG EXT. CURB 1. 0% 1.0% 1 6 1 167.00TW 162.55FS-BW 162.75 DOOR 162.75 DOOR 162.75 DOOR 164.57TW 162.60FS-BW (163.15EG) (161.52TC) (161.02FS) (161.54TC) (161.52FS)EX. SDCB TO REMAIN (160.13FL-IN) (143.30INV) 165.50TW 162.62FS-BW (163.53EG) 166.75TW 162.20FS-BW 162.12RIM (144.42INV)162.75DOOR 162.73FS 162.55FS (160.54TC) (160.04FS) 162.44FS PROPOSED SEWER CONNECTION TO SEWER MAIN PROPOSED RETAINING WALL 4" PERFORATED SUBDRAIN (TYP.) 162.35 FS 162.39 FS 164.75TW 161.90FG-BW 162.45 FS-GB 2.0% 162.60 FS 162.60 FS-0"CF 162.38TC 161.88FS 3.9% 162.43TC 161.93FS 161.05FG 161.90TC 161.40FS (161.28TC) (160.78FS) 1. 5% 167.00TW 162.37FS-BW 1.8% 162.65FS 162.58FG 3 .3 % 1. 5% 2.0% 162.45 FS-GB 162.49 FS-GB (160.30TC) (159.80FS) 2.0% 5.0%SEE LANDSCAPE HARDSCAPE DETAILS FOR EXT. CURB DETAIL 1.0% 1. 0% 162.30 HP-FS 1. 0 % 5.0% 162 16 2 162.08 FS 162.67 FS PROPOSED RETAINING WALL PER SDRSD TYPE C-03. HMAX=5'-4" PROP. 4" PERFORATED SUBDRAIN FOR BASEMENT RETAINING WALL (TYP.) 1 .3 % 2.0% 1 . 6 % 2.0% 1.8% 162 162 3. 3 % 162 1 6 2 1.0% 1.0 % 2.0% 1 . 2 % 1 . 0 % 162 162 163 1 . 0 % 161 1 6 2 1.5% 1.2% 1.7 % 161.28TC (160.95FS) 160.53TC (160.20FS) 162.28TC 161.95TG 162.70 DOOR 162.68 FS-R 162.93TC 162.60FS 162.30TG 162.75 DOOR 162.75 DOOR 162.50FS 162.25FS 160.90TG 161.70TG 161.62 FG-HP 162.15TG 161.10TG 161.75 FG-HP 161.14TG 162.50 FS-R 162.24 FS-0"CF 162.34 FS-0"CF 162.36 FS 162.41 FS-0"CF 162.55 FS-0"CF 162.52 FS 2. 0 % 162.60 FS-R 1. 6 % 1.0% 162.75 DOOR 2.0% 2. 0% 162.60 FS-0"TC 162.98TC 162.65FS 161.91 FS-CC 162.26 FS-CC 1.2%1.0% 1.8% 1.7% 162.71TC 162.38FS 162.31FS -0"TC162.98TC 162.65FS 1 6 2 162 16 1 C-004 GRADING DETAILS GENERAL GRADING NOTES: 1. SEE SEPARATE PLAN AND PERMIT FOR BASEMENT WALLS. 2. AN ARCHEOLOGIST AND NATIVE AMERICAN REPRESENTATIVE MONITOR WILL BE REQUIRED AT THE TIME OF GRADING IF THE PROJECT REQUIRES EXCAVATION BEYOND EXISTING FILL. 3. SEE SHEET 05 FOR SITE SECTIONS AND PROPOSED RETAINING WALL PROFILE. DETAIL A: PROPOSED WALL (NORTHWEST) SCALE 1"=10'DETAIL B: QUEUE LINE (SOUTHEAST) SCALE 1"=10' EX. 24" STORM DRAIN TO BE ABANDONED FUTURE QUEUE LINE ADDITION ALIGNMENT LIMITS OF GRADING 120 n orange ave orlando, fl 32801 407.644.2656 t www.owp.com SHEET NO. SHEET CONTENTS PROJECT PHASE REVIEW BY DRAWN BY OWP PROJECT NO.DATE OF ISSUE CLIENT CONTACT © 2023 This (hard copy or electronic) drawing is an instrument of service and theproperty of orcutt winslow and shall remain their property. The design professionalshall not be responsible for any alterations, modifications or additions made to thisdrawing by any party other than the design professional. Use of this drawing shallbe limited to the original site for which is was prepared and publication thereof isexpressly limited to such use, re-use or reproduction. Unless otherwise agreed inwriting, design professional reserves all copyright or other property interest in thisdrawing, and it may not be re-used for any other purpose without the designprofessional's written consent. Publication by any method in whole or part isprohibited without the written permission of the design professional. Anyinformation obtained or conclusions derived from this drawing shall be at theuser's sole risk. REVISIONS NOT FOR CONSTRUCTION PROJECT TEAM: Si t e D e v e l o p m e n t P l a n S D P 2 0 2 3 - 0 0 1 2 Co a s t a l D e v e l o p m e n t P e r m i t C D P 2 0 2 3 - 0 0 2 2 SDP/CDP SUBMITTAL RE/AA 09.26.20234139.00 ME R L I N E N T E R T A I M E N T S G R O U P , U S . H O L D I N G S I N C . LE G O L A N D C A L I F O R N I A On e L e g o l a n d D r i v e , C a r l s b a d , C a l i f o r n i a 9 2 0 0 8 U S A BS/AM Tom StorerOne Legoland DriveCarlsbad, CA 92008 858.334.8938 tom.storer@legoland.com SDP/CDP SUBMITTAL COMMERCIAL DEVELOPMENTRESOURCES (CDR) DELTA DESCRIPTION DATE P R O J E C T 2 0 2 5 SDP2023-0012/CDP2023-0022 EX. 24" STORM DRAIN TO REMAIN SEE STORM DRAIN PLAN SHEET C-007 FOR STORM DRAIN ALIGNMENT IN ROADWAY A A B B C C A-A HORZ. SCALE: 1"=20' VERT. SCALE: 1"=10' 1 1 PROPOSEDBUILDINGLOWER LEVEL156.92 FF PROPOSED BUILDING 1ST LEVEL162.75 FF 211.6'61.6'24.2'80.2' 3.2' PROPOSEDSIDEWALK PROPOSEDQUEUELINE 10.0'17.0' PROPOSEDSIDEWALK 5.8 3 ' 12.4' PROPOSEDLANDSCAPE EXISTINGDRIVEAISLE(N.A.P)EXISTINGGRADE EXISTINGGRADE(161.53TC)(161.04FS) 162.53FS 162.53FS 162.29FS162.18FS 162.18FS TEMPORARYCONSTRUCTIONSLOPELIMIT OFOVER-EX LIMITOFOVER-EX PROPOSEDFIRELINES PROPOSEDDOMESTICWATER LINE PROPOSEDWASHDOWNLINE 162.50TC162.00FS) PROPOSEDMARSTHEMEBOULDER PROPOSEDMARSTHEMEBOULDER 4"PERFORATEDSUBDRAIN4" PERFORATEDSUBDRAIN REMOVE EX. STRUCTURE EX. JUNCTION #1RIM: 162.5324" INV. IN: 148.70 (PROP JUNCTION #1) 24" INV. OUT: 148.92 ( PROP JUNCTION #2) 191.77 LF OF 24" CMP @ 2.35% TO BE ABANDONED IN PLACE PROP JUNCTION #2RIM: 162.1224" INV. IN: 144.42 (EX. JUNCTION #1)24" INV. OUT: 144.42 (EX-CB-2) 38.31 LF OF 24" CMP @ 2.92% EX-CB-2RIM: 160.63 24" INV. IN: 143.30 ( PROP JUNCTION #2)24" INV. OUT: 143.30 156.39INVPROP. 12"STORM DRAIN PROP. 35'-50' DEEPFOUND.STRUCTURAL PILES.SHOWN FORREFERENCE ONLY. 160.53TC160.20FS 5.6' 3.9' C-C HORZ. SCALE: 1"=20' VERT. SCALE: 1"=10' 1 1 PROPOSEDBUILDINGLOWER LEVEL 156.92 FF 116.0'11.2'8.0'18.4' EXISTING162.13INVSUBDRAIN 162.00FG 162.59FS-BW (165.44TW) 159.60INVPROP. 12"STORMDRAIN LINE EXISTING CMP24" STORMDRAIN TO BEABANDONED(147.05INV) 162.00FS 161.84FS 161.00FG160.00FG 159.12FL160.00FG 162.00FG 163.00FG PROPOSEDFIRE LINE LIMITS OFGRADING TEMPORARYCONSTRUCTIONSLOPELIMITOFOVER-EX EXISTINGGRADE EXISTINGGRADE (EXISTINGRETAINING WALL)SEE NOTE BELOW. PROPOSEDWASHDOWNLINE 4"PERFORATEDSUBDRAIN 2.0% 4"PERFORATEDSUBDRAIN PROP. 35'-50' DEEPFOUND.STRUCTURAL PILES.SHOWN FORREFERENCE ONLY. 1.0% 162.52FS B-B HORZ. SCALE: 1"=20' VERT. SCALE: 1"=10' 1 1 PROPOSEDBUILDINGLOWER LEVEL 156.92 FF PROPOSED BUILDING1ST LEVEL162.75 FF 5. 8 3 ' 25.2'90.2'6.9'8.0'22.4' EXISTINGGRADE EXISTINGGRADE 165.70TW 162.61BW162.75FS 158.80INVPROP. 12"STORMDRAIN LINE PROPOSEDFIRE LINE PROPOSEDWASHDOWNLINE PROPOSEDPERFORATEDPIPE PROPOSEDRETAININGWALL LIMITS OFGRADING 161.50FS 161.34FS 159.00FL 163.00FG 162.00FG 164.00FG 165.00FG 156.61INVPROP. 8" STORMDRAIN LINELIMIT OFOVER-EX TEMPORARYCONSTRUCTIONSLOPE LIMITOFOVER-EX EXISTING 24"CMP STORMDRAIN TO BEABANDONED(145.29INV) 2.0% PROPOSED +-1.5'WIDE VEGETATEDSWALE 4" PERFORATEDSUBDRAIN 4"PERFORATEDSUBDRAIN PROP. 35'-50' DEEPFOUND.STRUCTURAL PILES.SHOWN FORREFERENCE ONLY. C-005 SITE SECTIONS KEY MAP SCALE: 1"=60' 1. WHERE GRADING IS TAKING PLACE ADJACENT TO EXISTING RETAINING WALLS, THE EXISTING FOOTING DEPTH IS TO BE POTHOLED AND FIELD VERIFIED PRIOR TO CONSTRUCTION. IF 6" MINIMUM COVER FROM FG TO TF IS NOT MAINTAINED, PORTION OF FOOTING AND/OR WALL SHALL BE RECONSTRUCTED TO MEET MIN. REQUIREMENT PER SDRSD C-3 (TYP.) EXISTING RETAINING WALL NOTE 120 n orange ave orlando, fl 32801 407.644.2656 t www.owp.com SHEET NO. SHEET CONTENTS PROJECT PHASE REVIEW BY DRAWN BY OWP PROJECT NO.DATE OF ISSUE CLIENT CONTACT © 2023 This (hard copy or electronic) drawing is an instrument of service and theproperty of orcutt winslow and shall remain their property. The design professionalshall not be responsible for any alterations, modifications or additions made to thisdrawing by any party other than the design professional. Use of this drawing shallbe limited to the original site for which is was prepared and publication thereof isexpressly limited to such use, re-use or reproduction. Unless otherwise agreed inwriting, design professional reserves all copyright or other property interest in thisdrawing, and it may not be re-used for any other purpose without the designprofessional's written consent. Publication by any method in whole or part isprohibited without the written permission of the design professional. Anyinformation obtained or conclusions derived from this drawing shall be at theuser's sole risk. REVISIONS NOT FOR CONSTRUCTION PROJECT TEAM: Si t e D e v e l o p m e n t P l a n S D P 2 0 2 3 - 0 0 1 2 Co a s t a l D e v e l o p m e n t P e r m i t C D P 2 0 2 3 - 0 0 2 2 SDP/CDP SUBMITTAL RE/AA 09.26.20234139.00 ME R L I N E N T E R T A I M E N T S G R O U P , U S . H O L D I N G S I N C . LE G O L A N D C A L I F O R N I A On e L e g o l a n d D r i v e , C a r l s b a d , C a l i f o r n i a 9 2 0 0 8 U S A BS/AM Tom StorerOne Legoland DriveCarlsbad, CA 92008 858.334.8938 tom.storer@legoland.com SDP/CDP SUBMITTAL COMMERCIAL DEVELOPMENTRESOURCES (CDR) DELTA DESCRIPTION DATE P R O J E C T 2 0 2 5 SDP2023-0012/CDP2023-0022 EX LANDSCAPING (N.A.P.)EX LANDSCAPING (N.A.P.) 163 162 163164163162 166 165 164 163 162 161 1 6 2 163 164 162 160 160 159 160 162 161161 162 162 1 6 2 1 6 2160 160 160 162161 1 6 2 161 162 162 163 162 162 159 1 6 1 160 161 161 1 61 163 161 1 6 2 163 162 162 161 162 162 16 1 162 162 EXISTING BUILDING TO REMAIN 162.75FFE 162.33PAD 156.92FFE 156.50PAD (5" CONC OR GRAVEL) 163.00FFE 162.58PAD (5" CONC SLAB) 162.75FFE 162.33PAD (5" CONC SLAB) 40 40 40 40 4040 41 40 41 42 4340 46 40 40 40 41 46 56 46 4343 43 50 57 48 48 48 484848 48 59 48 57 48 49 48 48 161.95TG159.95INV 160.90TG159.68INV 161.91TG159.93INV 158.80TG156.48INV 161.72TG159.72INV 162.20TG160.20INV 161.95TG159.04INV 162.25TG159.42INV 161.96TG159.64INV 162.30TG160.50INV 162.07TG160.02INV 162.46TG159.28INV 162.06TG159.39INV 158.79INV 161.10TG159.75INV 159.53INV 159.56INV 159.35INV 159.24INV 158.87INV 158.84INV157.93INV157.12INV 156.33INV 155.82INV 158.97INV158.48INV 158.41INV 158.21INV 157.95INV157.14INV 162.30TG159.95INV 159.94INV 162.33TG158.61INV 159.46INV 156.43INV 55 54 5454 54 54 54 54 58 57 58 58 58 58 48 162.25TG158.92INV 58 162.50TG160.50INV57 52 57 57 57 59 46 158.24INV 50 58 52 53 53 57 40 40 46 162.04TG162.04INV58 EX. 24" STORM DRAINLINE TO BE ABANDONED.SLURRY FILLW/ CLSM PROP. FUTUREQUEUE LINE 162.25TG159.07INV 160.46INV 159.21INV 159.14INV 48 159.18INV 159.12INV49 159.14INV48 60 60 60 162.15TG160.36INV 57 53 53 53 ABANDON/REMOVEEXISTINGSDMH/CLEANOUT(148.70INV) 61 61 S=0.01 S=0.01 S=0.01S=0.01 S= 0 . 0 1 57 58 40 EX. STORMDRAIN LINE TOREMAIN. 62 161.14TG159.44INV 5749159.29INV 51 158.86INV 48 LIMITS OFWORK(TYP.) LIMITS OFGRADING(TYP.) (150.61INV24" CMP) EX. 24" CMP TO REMAIN 48 EX. STORMDRAIN LINE TOREMAIN. 60 60 44 46 S=0.01 51 60 45 155.30INV162.12RIM154.50INV-IN158.00INV-IN(144.42INV) 155.63INV45 41 60 EX. 24" STORMDRAIN LINE TOBE REMAIN 154.55INV 59 155.40INV SEE STORM DRAINPLAN & PROFILESHEET C-007 FOR 24"STORM DRAINREALIGNMENT EXISTING BUILDING TO REMAIN EXISTING BUILDING TO REMAIN EX. 24" STORM DRAINLINE TO BE ABANDONED.SLURRY FILLW/ CLSM C-006 STORM DRAIN PLAN 1. CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND AND GRADES. CONTRACTOR TO NOTIFY THE ENGINEER IF THERE IS A DISCREPANCY BETWEEN THE FIELD AND THE ITEMS SHOWN ON THE PLAN. 2. STORM DRAIN IS TO BE INSTALLED AT A 1% MINIMUM SLOPE. 3. EXISTING UNDERGROUND UTILITIES SHOWN ARE SHOWN FOR REFERENCE ONLY AND ARE NOT AN "AS-BUILT". LAYOUT AND ELEVATIONS ARE FROM CITY OF CARLSBAD DWG NO. 333-2Y AND A COMPILED UTILITY FILE OF DESIGNED UTILITIES FROM LEGOLAND (NOT AN AS-BUILT). SURFACE MANHOLES AND UTILITY BOXES WERE SURVEYED AND CONFIRMED IN THE FIELD. 4. EXISTING STORM DRAIN SYSTEM TO BE KEPT UNPLUGGED AS LONG AS POSSIBLE. PLUG EXISTING STORM DRAIN LINE PER PLAN. GENERAL STORM DRAIN NOTES 40 PRIVATE STORM DRAIN CONSTRUCTION NOTES: INSTALL 6" ADS N-12 HDPE STORM DRAIN PIPE INSTALL 8" ADS N-12 HDPE STORM DRAIN PIPE INSTALL 6"X8" REDUCER INSTALL 6"X8" WYE CONNECTION INSTALL 8"X12" REDUCER INSTALL 6"X12" WYE CONNECTION INSTALL 12" ADS N-12 HDPE STORM DRAIN PIPE INSTALL 8"X6"X8" TEE CONNECTION INSTALL ADS N-12 HDPE 45° BEND INSTALL 6"X6" WYE CONNECTION INSTALL ADS N-12 HDPE 22.5° BEND INSTALL ADS N-12 HDPE 11.25° BEND INSTALL ADS NYOPLAST 36" DRAIN BASIN W/ TRAFFIC RATED GRATE INSTALL 4" PERFORATED DRAIN PIPE FOR RETAINING WALL DRAINAGE ROOF DOWNSPOUT DIRECT CONNECTION TO STORM DRAIN SYSTEM NOT USED ON THIS SHEET CONNECT EXISTING STORM DRAIN LINE TO PROPOSED STORM DRAIN INSTALL LANDSCAPE AREA DRAIN INSTALL HARDSCAPE AREA DRAIN INSTALL 12"X6"X12" TEE CONNECTION CONNECT SUBDRAIN TO PROPOSED STORM DRAIN LINE INSTALL 4" PERFORATED PVC SUBDRAIN BELOW SAFETY SURFACE INSTALL 24" ADS N-12 HDPE STORM PIPE CONNECT PROPOSED 24" HDPE PIPE TO EXISTING CONCRETE CATCH BASIN 41 43 44 45 46 47 48 49 50 51 42 52 53 54 55 56 57 58 59 60 61 62 63 120 n orange ave orlando, fl 32801 407.644.2656 t www.owp.com SHEET NO. SHEET CONTENTS PROJECT PHASE REVIEW BY DRAWN BY OWP PROJECT NO.DATE OF ISSUE CLIENT CONTACT © 2023 This (hard copy or electronic) drawing is an instrument of service and theproperty of orcutt winslow and shall remain their property. The design professional shall not be responsible for any alterations, modifications or additions made to thisdrawing by any party other than the design professional. Use of this drawing shallbe limited to the original site for which is was prepared and publication thereof isexpressly limited to such use, re-use or reproduction. Unless otherwise agreed inwriting, design professional reserves all copyright or other property interest in thisdrawing, and it may not be re-used for any other purpose without the designprofessional's written consent. Publication by any method in whole or part isprohibited without the written permission of the design professional. Any information obtained or conclusions derived from this drawing shall be at theuser's sole risk. REVISIONS NOT FOR CONSTRUCTION PROJECT TEAM: Si t e D e v e l o p m e n t P l a n S D P 2 0 2 3 - 0 0 1 2 Co a s t a l D e v e l o p m e n t P e r m i t C D P 2 0 2 3 - 0 0 2 2 SDP/CDP SUBMITTAL RE/AA 09.26.20234139.00 ME R L I N E N T E R T A I M E N T S G R O U P , U S . H O L D I N G S I N C . LE G O L A N D C A L I F O R N I A On e L e g o l a n d D r i v e , C a r l s b a d , C a l i f o r n i a 9 2 0 0 8 U S A BS/AM Tom StorerOne Legoland DriveCarlsbad, CA 92008 858.334.8938 tom.storer@legoland.com SDP/CDPSUBMITTAL COMMERCIAL DEVELOPMENTRESOURCES (CDR) DELTA DESCRIPTION DATE P R O J E C T 2 0 2 5 SDP2023-0012/CDP2023-0022 163 162 163164163162 166 165 164163 162 161 1 6 2 163 16 4 162 160 160 159 160 162 161161 162 16 2 162 1 6 2160160160162161 1 6 2 161 162 162 163 162 162 159 1 6 1 160 161 161 1 61 16 3 161 162 163 162 162 161 1 62 162 161 162 16 2 162.75FFE 162.33PAD (5" CONC SLAB) 0+ 0 0 1+00 2+00 3+00 3+21 SDMH-2RIM: 163.7324" INV. IN: 147.25 (SDMH-1) 24" INV. OUT: 147.22 (45 DEG BEND A) SDMH-1 RIM: 162.258" INV. IN: 158.006" INV. IN: 159.00 (24" INV. IN: 149.60)24" INV. OUT: 149.60 (SDMH-2) EX. CB-0RIM: 160.9224" INV. IN: 146.45 (45 DEG BEND A) 24" INV. OUT: 143.30 () 235.89 LF OF 24" HDPE @ 1.00% 37.02 LF OF 24" HDPE @ 1.00% 38.22 LF OF 24" HDPE @ 1.02% EX. 24" CMP TO REMAIN EX. 24" CMP TO REMAIN EXISTINGBUILDING EXISTINGBUILDING 6262 62 63 52 48 52 LIMITS OFWORK (TYP.)EX. STORM DRAINLINE TO REMAIN. 156.92FFE 156.50PAD (5" CONC OR GRAVEL) EX. 24" CMPSTORM DRAINLINE TO BEABANDONED.EX. 24" CMP STORM DRAINLINE TO BE ABANDONED. 140 145 150 155 160 165 170 140 145 150 155 160 165 170 0+50 16 1 . 5 9 16 1 . 5 9 1+00 16 5 . 4 6 16 5 . 4 6 1+50 16 5 . 5 9 16 5 . 5 9 2+00 16 5 . 7 9 16 5 . 7 9 2+50 16 5 . 4 6 16 5 . 4 6 3+00 16 2 . 4 3 16 2 . 4 3 3+50 235.89 LF OF 24" HDPE @ 1.00% 37.02 LF OF 24" HDPE @ 1.00% 38.22 LF OF 24" HDPE @ 1.02% SDMH-2STA: 0+85.47RIM: 163.73 INV. IN: 147.25 (SDMH-1)INV. OUT: 147.22 (45 DEG BEND A)SDMH-1STA: 3+21.35RIM: 162.25 INV. IN: 149.60 ()INV. OUT: 149.60 (SDMH-2) EX. CB-0 RIM: 160.9224" INV. IN: 146.45 (45 DEG BEND A)24" INV. OUT: 143.30 () ELECTRIC 12KVELEV.: 157.16 EX. 8 INCH SEWER MAIN ELEV.: 156.77 GAS MAIN ELEV.: 158.75 WATER MAINELEV.: 158.68 PROP. FINISHEDGRADE EX. GRADE EX.SERVICEROADGRADE EXISTING SD 6 INCH ELEV.: 161.66 EX. RWIRRIGATIONLINE C-007 STORM DRAIN PLAN & PROFILE 1. CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND AND GRADES. CONTRACTOR TO NOTIFY THE ENGINEER IF THERE IS A DISCREPANCY BETWEEN THE FIELD AND THE ITEMS SHOWN ON THE PLAN. 2. STORM DRAIN IS TO BE INSTALLED AT A 1% MINIMUM SLOPE. 3. EXISTING UNDERGROUND UTILITIES SHOWN ARE SHOWN FOR REFERENCE ONLY AND ARE NOT AN "AS-BUILT". LAYOUT AND ELEVATIONS ARE FROM CITY OF CARLSBAD DWG NO. 333-2Y AND A COMPILED UTILITY FILE OF DESIGNED UTILITIES FROM LEGOLAND (NOT AN AS-BUILT). SURFACE MANHOLES AND UTILITY BOXES WERE SURVEYED AND CONFIRMED IN THE FIELD. 4. EXISTING STORM DRAIN SYSTEM TO BE KEPT UNPLUGGED AS LONG AS POSSIBLE. PLUG EXISTING STORM DRAIN LINE PER PLAN. 5. SEE DEMOLITION PLAN FOR LIMITS OF DEMOLITION FOR STORM DRAIN TRENCHING. LIMITS OF DEMOLITION IS SHOWN FOR REFERENCE ONLY FOR THE STORM DRAIN REALIGNMENT. IF DEMOLITION OR DAMAGES OCCUR TO THE SITE OUTSIDE THE LIMIT THE OF DEMOLITION SHOWN, THE CONTRACTOR IS TO REPLACE TO MATCH EXISTING CONDITION AND BACKFILL PER THE FINAL SOILS REPORT. 40 PRIVATE STORM DRAIN CONSTRUCTION NOTES: INSTALL 6" ADS N-12 HDPE STORM DRAIN PIPE INSTALL 8" ADS N-12 HDPE STORM DRAIN PIPE INSTALL 6"X8" REDUCER INSTALL 6"X8" WYE CONNECTION INSTALL 8"X12" REDUCER INSTALL 6"X12" WYE CONNECTION INSTALL 12" ADS N-12 HDPE STORM DRAIN PIPE INSTALL 8"X6"X8" TEE CONNECTION INSTALL ADS N-12 HDPE 45° BEND INSTALL 6"X6" WYE CONNECTION INSTALL ADS N-12 HDPE 22.5° BEND INSTALL ADS N-12 HDPE 11.25° BEND INSTALL ADS NYOPLAST 36" DRAIN BASIN W/ TRAFFIC RATED GRATE INSTALL 4" PERFORATED DRAIN PIPE FOR RETAINING WALL DRAINAGE ROOF DOWNSPOUT DIRECT CONNECTION TO STORM DRAIN SYSTEM NOT USED ON THIS SHEET CONNECT EXISTING STORM DRAIN LINE TO PROPOSED STORM DRAIN INSTALL LANDSCAPE AREA DRAIN INSTALL HARDSCAPE AREA DRAIN INSTALL 12"X6"X12" TEE CONNECTION CONNECT SUBDRAIN TO PROPOSED STORM DRAIN LINE INSTALL 4" PERFORATED PVC SUBDRAIN BELOW SAFETY SURFACE INSTALL 24" ADS N-12 HDPE STORM PIPE CONNECT PROPOSED 24" HDPE PIPE TO EXISTING CONCRETE CATCH BASIN 41 43 44 45 46 47 48 49 50 51 42 52 53 54 55 56 57 58 59 GENERAL STORM DRAIN NOTES 60 61 62 PROFILE: PROPOSED 24" HDPE STORM DRAIN REALIGNMENT SCALE: H: 1"=40'' V: 1"=4' 63 120 n orange ave orlando, fl 32801 407.644.2656 t www.owp.com SHEET NO. SHEET CONTENTS PROJECT PHASE REVIEW BY DRAWN BY OWP PROJECT NO.DATE OF ISSUE CLIENT CONTACT © 2023 This (hard copy or electronic) drawing is an instrument of service and theproperty of orcutt winslow and shall remain their property. The design professional shall not be responsible for any alterations, modifications or additions made to thisdrawing by any party other than the design professional. Use of this drawing shallbe limited to the original site for which is was prepared and publication thereof isexpressly limited to such use, re-use or reproduction. Unless otherwise agreed inwriting, design professional reserves all copyright or other property interest in thisdrawing, and it may not be re-used for any other purpose without the designprofessional's written consent. Publication by any method in whole or part isprohibited without the written permission of the design professional. Any information obtained or conclusions derived from this drawing shall be at theuser's sole risk. REVISIONS NOT FOR CONSTRUCTION PROJECT TEAM: Si t e D e v e l o p m e n t P l a n S D P 2 0 2 3 - 0 0 1 2 Co a s t a l D e v e l o p m e n t P e r m i t C D P 2 0 2 3 - 0 0 2 2 SDP/CDP SUBMITTAL RE/AA 09.26.20234139.00 ME R L I N E N T E R T A I M E N T S G R O U P , U S . H O L D I N G S I N C . LE G O L A N D C A L I F O R N I A On e L e g o l a n d D r i v e , C a r l s b a d , C a l i f o r n i a 9 2 0 0 8 U S A BS/AM Tom StorerOne Legoland DriveCarlsbad, CA 92008 858.334.8938 tom.storer@legoland.com SDP/CDPSUBMITTAL COMMERCIAL DEVELOPMENTRESOURCES (CDR) DELTA DESCRIPTION DATE P R O J E C T 2 0 2 5 SDP2023-0012/CDP2023-0022 WD2 WD2 WD2 WD2 WD1 WD1 S1 S2 S3 WD2 F1 F1 F1 F1 F3 F1 S4 F2 F4 F5 F7 F6 W1 W1 W2 W4 W3 WD3 S=0.02(160.50RIM)153.06INV 153.92INV W1 154.16TOP-6" SS158.50BOTT-6"FW/2"DW W1 EXISTING BUILDING TO REMAIN EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT 162.75FFE 162.33PAD (5" CONC SLAB) 162.75FFE 162.33PAD 156.92FFE 156.50PAD (5" CONC OR GRAVEL) 163.00FFE 162.58PAD (5" CONC SLAB) EX. WATER MAIN EX. GAS LINE EX. RECYCLED WATER LINE EX. 8" SEWER MAIN EX. ELECTRIC LINE EX. 24" CMP STORM DRAIN TO BE ABANDONED EX. 24" CMP STORM DRAIN TO BE ABANDONED PROP. STORM DRAIN. SEE SHEET C-006 PROP. STORM DRAIN. SEE SHEET C-007 LIMITS OF WORK (TYP.) W6 W5 W7 EX. 4" WATER MAIN TO REMAIN W6 PROP. TRANSFORMER PADS S5 S1 S2 161.20INV 162.00INV S4 S= 0 . 0 2 EX. SEWER MAIN PRIVATE UTILITY PLAN C-008 F1 S1 S2 S3 WD1 WD2 INSTALL 6" C-900 PVC FIRE LINE W/ THRUST BLOCK AT ALL BENDS/DEAD ENDS CONNECT TO BUILDING FIRE RISER FOR SPRINKLER SYSTEM INSTALL WET STANDPIPE INSTALL PIV INSTALL FDC INSTALL 8"X6"X8" TAPPING SLEEVE INSTALL 6" DCDA FOR FIRE SERVICE INSTALL 4" PVC SDR-35 SEWER LATERAL CONNECT TO EXISTING SEWER MAIN CONNECT TO PROPOSED BUILDING PER SEPARATE MEP PLANS INSTALL SEWER CLEANOUT CAP END OF EXISTING SEWER LINE. 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 CITY 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-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. 6. DOMESTIC WATER LINES TO BE INSTALLED WITH MIN. 12" CLEARANCE BETWEEN BOTTOM OF WATER LINE AND TOP OF OTHER WET UTILITY. CONNECT RE-ALIGNED POTABLE WASHDOWN MAINLINE TO EXISTING MAIN LINE INSTALL RE-ALIGNED POTABLE WATER WASHDOWN MAINLINE PER SEPARATE LANDSCAPE PLANS INSTALL PVC SLEEVE THROUGH WALL FOOTING (2" LARGER PVC) PRIVATE FIRE WATER NOTES: PRIVATE SEWER NOTES: PRIVATE POTABLE WATER WASH DOWN SYSTEM NOTES: GENERAL PRIVATE UTILITY NOTES: DOMESTIC WATER NOTES: INSTALL 1-1/2" SCH 80 PVC DOMESTIC WATER LINE INSTALL 1-1/2" BACKFLOW PREVENTER INSTALL 1-1/2" DOMESTIC WATER SERVICE CONNECTION CONNECT TO BUILDING PLUMBING SYSTEM INSTALL 3/4" X 4" SADDLE TAP TEE INSTALL 3/4" SCH. 80 PVC WATER LINE TO DRINKING FOUNTAIN SYSTEM CAP END OF EXISTING 4" WATER LINE AND INSTALL THRUST BLOCK AT DEAD END. F2 F3 F4 F5 F6 W1 W2 W3 S4 F7 W4 WD3 W5 W6 W7 S5 120 n orange ave orlando, fl 32801 407.644.2656 t www.owp.com SHEET NO. SHEET CONTENTS PROJECT PHASE REVIEW BY DRAWN BY OWP PROJECT NO.DATE OF ISSUE CLIENT CONTACT © 2023 This (hard copy or electronic) drawing is an instrument of service and theproperty of orcutt winslow and shall remain their property. The design professionalshall not be responsible for any alterations, modifications or additions made to thisdrawing by any party other than the design professional. Use of this drawing shallbe limited to the original site for which is was prepared and publication thereof isexpressly limited to such use, re-use or reproduction. Unless otherwise agreed inwriting, design professional reserves all copyright or other property interest in thisdrawing, and it may not be re-used for any other purpose without the designprofessional's written consent. Publication by any method in whole or part isprohibited without the written permission of the design professional. Anyinformation obtained or conclusions derived from this drawing shall be at theuser's sole risk. REVISIONS NOT FOR CONSTRUCTION PROJECT TEAM: Si t e D e v e l o p m e n t P l a n S D P 2 0 2 3 - 0 0 1 2 Co a s t a l D e v e l o p m e n t P e r m i t C D P 2 0 2 3 - 0 0 2 2 SDP/CDP SUBMITTAL RE/AA 09.26.20234139.00 ME R L I N E N T E R T A I M E N T S G R O U P , U S . H O L D I N G S I N C . LE G O L A N D C A L I F O R N I A On e L e g o l a n d D r i v e , C a r l s b a d , C a l i f o r n i a 9 2 0 0 8 U S A BS/AM Tom StorerOne Legoland DriveCarlsbad, CA 92008 858.334.8938 tom.storer@legoland.com SDP/CDP SUBMITTAL COMMERCIAL DEVELOPMENTRESOURCES (CDR) DELTA DESCRIPTION DATE P R O J E C T 2 0 2 5 SDP2023-0012/CDP2023-0022 EXISTING BUILDING P R I V A T E A C C E S S R O A D EXISTINGBUILDING PROPOSED BUILDING CONNECT TO BUILDING FIRE RISER ROOM PER SEPARATE PLAN AND PERMIT FIRE WATER LINE POINT OF CONNECTION PROPOSED 6" FIRE WATER LINE PROPOSED DCDA PROPOSED WAFER CHECK VALVE FIRE TRUCK 150' HOSE PULL 150' HOSE PULL 150' HOSE PULL 150' HOSE PULL PROPOSED FDC/PIV 150' HOSE PULL 150' HOSE PULL EXISTING BUILDING TO REMAIN FIRE TRUCK EXISTI NG FIRE LAN E EXISTING FIRE LANE PER APPROVED LEGOLAND FIRE ACCESS PLAN EXISTING FIRE LANE PER APPROVED LEGOLAND FIRE ACCESS PLAN C-009 FIRE MASTER PLAN FH #1 LEGEND FIRE NOTE MAINTAIN FIRE ACCESS TO ALL STRUCTURES SP #1 PROPOSED PAVEMENT FIRE TRUCK ACCESS FIRE HOSE PULL EXISTING FIRE HYDRANT PROPOSED DUAL WET STANDPIPES PROPOSED FDC PROPOSED PIV PROPOSED DCDA PROPOSED FIRE LINEFW 120 n orange ave orlando, fl 32801 407.644.2656 t www.owp.com SHEET NO. SHEET CONTENTS PROJECT PHASE REVIEW BY DRAWN BY OWP PROJECT NO.DATE OF ISSUE CLIENT CONTACT © 2023 This (hard copy or electronic) drawing is an instrument of service and theproperty of orcutt winslow and shall remain their property. The design professionalshall not be responsible for any alterations, modifications or additions made to thisdrawing by any party other than the design professional. Use of this drawing shallbe limited to the original site for which is was prepared and publication thereof isexpressly limited to such use, re-use or reproduction. Unless otherwise agreed inwriting, design professional reserves all copyright or other property interest in thisdrawing, and it may not be re-used for any other purpose without the designprofessional's written consent. Publication by any method in whole or part isprohibited without the written permission of the design professional. Anyinformation obtained or conclusions derived from this drawing shall be at theuser's sole risk. REVISIONS NOT FOR CONSTRUCTION PROJECT TEAM: Si t e D e v e l o p m e n t P l a n S D P 2 0 2 3 - 0 0 1 2 Co a s t a l D e v e l o p m e n t P e r m i t C D P 2 0 2 3 - 0 0 2 2 SDP/CDP SUBMITTAL RE/AA 09.26.20234139.00 ME R L I N E N T E R T A I M E N T S G R O U P , U S . H O L D I N G S I N C . LE G O L A N D C A L I F O R N I A On e L e g o l a n d D r i v e , C a r l s b a d , C a l i f o r n i a 9 2 0 0 8 U S A BS/AM Tom StorerOne Legoland DriveCarlsbad, CA 92008 858.334.8938 tom.storer@legoland.com SDP/CDPSUBMITTAL COMMERCIAL DEVELOPMENTRESOURCES (CDR) DELTA DESCRIPTION DATE P R O J E C T 2 0 2 5 SDP2023-0012/CDP2023-0022 LIMIT OF WORK EXISTING DRIVING SCHOOL ATTRACTION 1 EXISTING INDIAN LAUREL FIG TREE (FICUS MICROCARPA) TO REMAIN. SE RV ICE RO A D PROTECT IN PLACE EXISTING IRRIGATION CONTROLLERS. NOTE: REFER TO CIVIL PLANS FOR DEMOLITION OF EXISTING HARDSCAPE. 7 EXISTING RHAPHIOLEPIS 'MAJESTIC BEAUTY' TREES TO REMAIN. 3 EXISTING INDIAN LAUREL FIG TREES (FICUS MICROCARPA) TO BE REMOVED. 3 EXISTING DRAGON TREES (DRACEANA DRACO) SHALL BE DUG, BOXED AND STORED FOR REPLANTING IN PROJECT. CONSULT WITH PARK LANDSCAPE STAFF PRIOR TO DIGGING AND TO ARRANGE FOR ON-SITE STORAGE AND MAINTENANCE. ALL EXISTING PLANTING OUTSIDE LIMIT OF WORK LINE SHALL REMAIN IN PLACE (TYP.) EXISTING LIVISTONA PALMS TO BE REMOVED. CONSULT WITH PARK LANDSCAPE STAFF TO DETERMINE IF TREES SHALL BE SAVED FOR OTHER USE. EXISTING EUPHORBIA, YUCCA AND OTHER MIXED SPECIES TO BE REMOVED. EXISTING SHRUBS AND GROUNDCOVERS TO BE REMOVED. PROTECT TREES TO REMAIN IN PLACE AS NOTED. EXISTING STAR JASMINE SHRUBS (TRACHELOSPERMUM JASMINOIDES) TO REMAIN. LEGEND PROTECT IN PLACE EXISTING IRRIGATION VALVES. PROTECT IN PLACE EXISTING IRRIGATION VALVES. EXISTING SHRUBS TO REMAIN. EXISTING FICUS TREE TO BE REMOVED. 1 EXISTING DATE PALM TO BE REMOVED (PHOENIX DACTYLIFERA). 5 EXISTING CRAPE MYRTLE TREES TO BE REMOVED (LAGERSTROEMIA INDICA). EXISTING SWEET GUM (LIQUIDAMBAR STYRACIFULA ) TREE TO REMAIN. EXISTING INDIAN HAWTHORN SHRUBS TO REMAIN (RHAPHIOLEPIS INDICA) 6 EXISTING DATE PALMS TO REMAIN (PHOENIX DACTYLIFERA). 2 EXISTING SWEET GUM TREES TO BE REMOVED (LIQUIDAMBAR STYRACIFULA). 3 EXISTING SWEET GUM TREES TO REMAIN (LIQUIDAMBAR STYRACIFULA ) EXISTING PINK TRUMPET TREES TO REMAIN (HANDROANTHUS IMPETIGINOSUS) EXISTING MISC TREES TO BE REMOVED. 2 EXISTING SWEET GUM TREES TO REMAIN (LIQUIDAMBAR STYRACIFULA ). LIMIT OF WORK 2 EXISTING RHAPHIOLEPIS 'MAJESTIC BEAUTY' TREES TO BE REMOVED. EXISTING SHINY XYLOSMA SHRUBS TO REMAIN (XYLOSMA CONJESTUM) LIMIT OF WORK EXISTING SHRUBS AND GROUNDCOVERS TO REMAIN. EXISTING PLANTING TO REMAIN EXISTING RED FESCUE TO REMAIN (FESTUCA RUBRA) 0"10' 20'40' 1" = 20' 120 n orange ave orlando, fl 32801 407.644.2656 t www.owp.com SHEET NO. SHEET CONTENTS PROJECT PHASE REVIEW BY DRAWN BY OWP PROJECT NO. DATE OF ISSUE CLIENT CONTACT ©2023 This (hard copy or electronic) drawing is an instrument of service and theproperty of orcutt winslow and shall remain their property. The design professionalshall not be responsible for any alterations, modifications or additions made to this drawing by any party other than the design professional. Use of this drawing shallbe limited to the original site for which is was prepared and publication thereof isexpressly limited to such use, re-use or reproduction. Unless otherwise agreed inwriting, design professional reserves all copyright or other property interest in thisdrawing, and it may not be re-used for any other purpose without the designprofessional's written consent. Publication by any method in whole or part isprohibited without the written permission of the design professional. Anyinformation obtained or conclusions derived from this drawing shall be at the user's sole risk. REVISIONS PROJECT TEAM: SDP/CDP SUBMITTAL RWA 09.26.20234139.00 LE G O L A N D C A L I F O R N I A P R O J E C T 2 0 2 5 On e L e g o l a n d D r i v e , C a r l s b a d , C a l i f o r n i a 9 2 0 0 8 U S A RWA Tom StorerOne Legoland DriveCarlsbad, CA 92008 858.334.8938 tom.storer@legoland.com R. W. Apel Landscape Architects, Inc. DELTA DESCRIPTION DATE Aw.r pel. landscape architects inc. CA license #2825 (760) 943-0760 Encinitas, CA 92024571 Hygeia Avenue, Unit B Si t e D e v e l o p m e n t P l a n S D P 2 0 2 3 - 0 0 1 2 Co a s t a l D e v e l o p m e n t P e r m i t C D P 2 0 2 3 - 0 0 2 2 NOT FOR CONSTRUCTION SDP/CDP SUBMITTAL SDP2023-0012/CDP2023-0022 ME R L I N E N T E R T A I N M E N T S G R O U P , U . S . H O L D I N G S I N C . CONCEPTUAL LANDSCAPE DEMOLITION PLAN CONCEPTUAL LANDSCAPEDEMOLITION PLAN L-0011 163 162 163164 163 162 166 165 164 163 162 161 1 6 2 163 164 162 160 160 159 160 162 161161 162 162 16 2 162160 160 160 162161 1 6 2 161 162 162 16 3 162 162 159 1 6 1 160 161 161 1 6 1 163 161 1 6 2 163 162 162 161 162 162 16 1 162 162 STROLLER PARKING LIMIT OF WORK NEW RETAININGWALL (REFER TOGRADING PLAN) LARGE FICUS TREE TO REMAIN EXISTING TREES TO REMAIN EXISTING MAINTENANCE BUILDING NEW ELECTRICAL EQUIPMENT NEW HVAC UNITS NEW VEHICLE ACCESS DRIVEWAY DO O R EXISTING EQUIPMENT BUILDING EXISTING EMMET'S FLYING ADVENTURE RIDE BUILDING ENTRY PORTAL EXI STING MIDWAY EXISTING GUEST DINING PATIO EXISTING STEPS & A.D.A RAMP ASPHALT PATHWAY FOR RIDE EMERGENCY EGRESS, FIRE HOSE PULL & MAINTENANCE ACCESS NEW TREES AND SHRUBS TO SCREEN RIDE BUILDING FROM MOVIE WORLD SE R V I C E R O A D EXISTING IRRIGATION CONTROLLERS & VALVES TO REMAIN ENTRY PORTAL SPACE SHIP PHOTO OP NEW PLANTING AREA TO SCREEN FIRE ACADEMY ATTRACTION EXISTING F&B EXISTING OUTDOOR DINING AREA PASSPORT KIOSKS NEW THEMED PERIMETER FENCE, 6'-8' HIGH NEW PLANTING AREA NEW OUTDOOR QUEUE WITH SHADE COVER FAUX ROCKWORK "CRATER" REMOVE & REPLACEEXISTING CURBS TO WIDENMIDWAY RIDE ENTRY RIDE EXIT 12 ' [3 . 6 6 M ] EXISTING RESTROOMS FAUX ROCKWORK SEATING PLANTERS EXISTING DATE PALMS TO REMAIN COVERED OUTDOOR QUEUE EXPANSION AREA FOR ADDITIONAL RIDE QUEUE IF NEEDED IN FUTURE RUBBER SAFETY SURFACING NEW ASPHALTPAVEMENT EXISTING RETAINING WALL TO REMAIN NEW CONCRETE PAVEMENT (NO COLOR)EXISTING INDIAN HAWTHORN TREES TO REMAIN NEW SHADE TREES FAUX ROCKWORK SPACE SHIP PHOTO OP EXIT ENTER EXISTING EMPLOYEE DINING PATIO NEW RIDE BUILDING M I D WAY PLANTING AREA (REFER TO LANDSCAPE PLAN) PLANTING AREA (REFER TO LANDSCAPE PLAN) OPERATOR BOOTH NEW COLORED CONCRETE PAVEMENT WITH PAINTED STRIPING AND GRAPHICS ALIEN SPACE SHIP THEMED PLAY STRUCTURE TOT SPOT PLAYFEATURES NEW COLORED & TEXTURED CONCRETE PAVEMENT NEW RIDE EXISTING CONCRETEINTERLOCKING PAVERS EXISTING RESTAURANT EXISTING CONCRETE INTERLOCKING PAVERS EXISTING ASPHALTPAVEMENT NEW HVAC UNITS FAUX ROCKWORK "CRATER" WITH SEATING NEW LAND ENTRY SIGN & LEGO MODELS 120 n orange ave orlando, fl 32801 407.644.2656 t www.owp.com SHEET NO. SHEET CONTENTS PROJECT PHASE REVIEW BY DRAWN BY OWP PROJECT NO. DATE OF ISSUE CLIENT CONTACT ©2023 This (hard copy or electronic) drawing is an instrument of service and theproperty of orcutt winslow and shall remain their property. The design professionalshall not be responsible for any alterations, modifications or additions made to this drawing by any party other than the design professional. Use of this drawing shallbe limited to the original site for which is was prepared and publication thereof isexpressly limited to such use, re-use or reproduction. Unless otherwise agreed inwriting, design professional reserves all copyright or other property interest in thisdrawing, and it may not be re-used for any other purpose without the designprofessional's written consent. Publication by any method in whole or part isprohibited without the written permission of the design professional. Anyinformation obtained or conclusions derived from this drawing shall be at the user's sole risk. REVISIONS PROJECT TEAM: SDP/CDP SUBMITTAL RWA 09.26.20234139.00 LE G O L A N D C A L I F O R N I A P R O J E C T 2 0 2 5 On e L e g o l a n d D r i v e , C a r l s b a d , C a l i f o r n i a 9 2 0 0 8 U S A RWA Tom StorerOne Legoland DriveCarlsbad, CA 92008 858.334.8938 tom.storer@legoland.com R. W. Apel Landscape Architects, Inc. DELTA DESCRIPTION DATE Aw.r pel. landscape architects inc. CA license #2825 (760) 943-0760 Encinitas, CA 92024571 Hygeia Avenue, Unit B Si t e D e v e l o p m e n t P l a n S D P 2 0 2 3 - 0 0 1 2 Co a s t a l D e v e l o p m e n t P e r m i t C D P 2 0 2 3 - 0 0 2 2 NOT FOR CONSTRUCTION SDP/CDP SUBMITTAL SDP2023-0012/CDP2023-0022 ME R L I N E N T E R T A I N M E N T S G R O U P , U . S . H O L D I N G S I N C . 0" 10' 20'40'CONCEPTUAL AREA DEVELOPMENT PLAN 1" = 20' CONCEPTUAL AREA DEVELOPMENT PLAN L-0021 SS SSSSSS SS SS SSSS SS SS SS SSSS SSSS SS SSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD IW IW IW IW IW 8"W 8"W 8" W 8"W 8" W 8"W 8" W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8" W 8"W 8"W 8" W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W SD SD SD SDSDSDSDSD SD SD SD SD G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G IW IW IW IW IW IW SD SD SD W W W SS SS SS SS SS SS SS SS SS SS SD SD SD SD SD G G G G G G G G G G G G G SD SD SD SD SD SDSDSDSD IW IW IW IW IW IW S D SD SD SD SD SD SD SD IW IW IW IW IW IW IW SS SS S S SS SS SS SS S S G G IW IW IW IW IW IW SD IW SD SD SD SD SD SD SD SD SD IW IW IW IW S D SD SD SD SD SD IW IW IW IW IW IW IW SD SD SD SD SD SDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD IW IW IW SD SD SD SD SD SD S D SD 4"W 4"W 4"W 4"W 4"W IW IW IW IW IW SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 4"W 4"W 4"W 4"W 4"W 4"W 4"W SS SS SS SS SS SS SS IW IW IW IW SD SD SD SD SD SD SD SD SD 4"W 4"W SD SD SD SD SD SD SD SD SD SD SD SD 4"W 4"W 4"W SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D G G G G G RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW IWIWIWIWIWIW SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 4"W 4"W 4"W 4"W 4"W 4"W 4"W 4"W 4"W 4"W 4"W 4"W 4"W 4"W 4"W 4"W 4"W 4"W 4"W 4"W 4"W 4"W 4"W 4"W 4"W 4"W 4"W 4"W 4"W 4"W 4"W 4"W 4"W 4"W 4"W 4"W 4"W E E E E E E E E E E E E E E E E E E E IW IW IW IW IW SD SD SDSDSDSD SD SD SD 4"W IW SD SD SD SD SD E E E E E E SD SD SD SD SSSS SD E E E E E E E SD SD SD SD SD SD SD SD IW IW IW IW IW IW IW SD SD SD SD SDSD SD SD SD IWIW IW IW IW IW IW IW IW IW SD SD IW IW IW IW IW SD SD SD E EEEEEEE E E E E E E E E E E E E E E E E E E E E E E E E E E IW IW IW IW IW E E E E E E E E E E 4"W 4"W SD SD SD E E E E SS SS SS SS SS SS SS SS SS SS E E 4"W 4"W 4"W 4"W 4"W 4"W 4"W E E E E E E E E SS SS SD SD SD SD SD SD SD SD SD SD 4" W E E E E E E E E E E SDSD SD SD SD SD SD SD SD SD SD SD E SD SD SD SD IW IW IW IW IW IW IW IW IW IW IW SD SD SD SD SD S D SD SD E E E E E E E E E IW IW SD SD SD SD SD SD SS SS IW IW SD SD SD SD 4" W 4" W EEEEE SS SS IW IW IW IW IW IW SS SS SS SS SS SD SS SS SS SS SS SS SS SS SD SD SD SD E E E SD SD SD SD SD SD SD SD SD SD SD SD SD E SD SD SD SD SD SD SD SD SD SD E E E E E E E E E E E SD SD SD SD SD 163 162 163164 163 162 166 165 164 163 162 161 1 6 2 163 164 162 160 160 159 160 162 161161 162 162 1 6 2 1 6 2160 160 160 162161 1 6 2 161 162 162 16 3 162 162 159 1 6 1 160 161 161 1 6 1 163 16 1 1 6 2 163 162 162 161 162 162 16 1 162 162 NEW RIDE BUILDING PROJECT BOUNDARY EXISTING GUEST DINING PATIO ELECTRICAL TRANSFORMER & SWITCH EQUIPMENT EXISTING INDIAN LAUREL FIG TREE (FICUS MICROCARPA NITIDA) TO REMAIN EXISTING EMPLOYEE DINING PATIO EX IST I NG SER V I CE RO A D EXISTING IRRIGATION CONTROLLERS EXISTING MAJESTIC BEAUTY INDIAN HAWTHORN TREES (RHAPHIOLEPIS 'MAJESTIC BEAUTY') EXISTING RECYCLED WATER IRRIGATION MAINLINE EXISTING STAR JASMINE TO REMAIN GRAVEL IRRIGATION POINT OF CONNECTION / EXISTING IRRIGATION REMOTE CONTROL VALVES (REUSE FOR PROJECT). EXISTING SHINY XYLOSMA SHRUBS TO REMAIN (XYLOSMA CONJESTUM) EXISTING PINK TRUMPET TREES (HANDROANTHUS IMPETIGINOSUS) EXISTING DATE PALMS (PHOENIX DACTYLIFERA) NEW TREE ALOE (ALOE BARBEREA) EXISTING SWEETGUM TREES (5) (LIQUIDAMBAR STYRACIFLUA) NEW BRISBANE BOX TREES (LOPHOSTEMON CONFERTUS) NEW AFRICAN FERN PINE - COLUMNS (AFROCARPUS GRACILIOR) EXISTING CREEPING RED FESCUE TO REMAIN (FESTUCA RUBRA) NEW TALL SHRUB SYMBOL. REFER TO PLANT LIST FOR PROPOSED SPECIES. NEW MEDIUM HEIGHT SHRUB SYMBOL. REFER TO PLANT LIST FOR PROPOSED SPECIES (TYP.) NEW ORNAMENTAL GRASSES SYMBOL. REFER TO PLANT LIST FOR PROPOSED SPECIES. NEW CAMPHOR TREE (CINNAMOMUM CAMPHORA) NEW ELEPHANT FOOT TREE (BEAUCARNEA RECURVATA) NEW MEDIUM HEIGHT SHRUB SYMBOL. REFER TO PLANT LIST FOR PROPOSED SPECIES (TYP.) NEW MOUNTAIN ALOE (ALOE MARLOTHII) MIXED LOW SUCCULENTS. REFER TO PLANT LIST FOR PROPOSED SPECIES. NEW MYOPORUM GROUNDCOVER (MYOPORUM PARVIFOLIUM) EXISTING SHINY XYLOSMA SHRUBS (XYLOSMA CONJESTUM) (3) DRAGON TREES RELOCATED FROM SITE (DRACEANA DRACO). NEW FLAME TREE (BRACHYCHITON ACERIFOLIUS) NEW CYCAD SYMBOL. REFER TO PLANT LIST FOR PROPOSED SPECIES. FIRE BACKFLOW & STANDPIPES NEW OLDHAM BAMBOO (BAMBUSA OLDHAMII) EXISTING INDIAN HAWTHORN SHRUBS TO REMAIN (RHAPHIOLEPIS INDICA) POTABLE WATER BACKFLOW PREVENTER HVAC UNITS 120 n orange ave orlando, fl 32801 407.644.2656 t www.owp.com SHEET NO. SHEET CONTENTS PROJECT PHASE REVIEW BY DRAWN BY OWP PROJECT NO. DATE OF ISSUE CLIENT CONTACT ©2023 This (hard copy or electronic) drawing is an instrument of service and theproperty of orcutt winslow and shall remain their property. The design professionalshall not be responsible for any alterations, modifications or additions made to this drawing by any party other than the design professional. Use of this drawing shallbe limited to the original site for which is was prepared and publication thereof isexpressly limited to such use, re-use or reproduction. Unless otherwise agreed inwriting, design professional reserves all copyright or other property interest in thisdrawing, and it may not be re-used for any other purpose without the designprofessional's written consent. Publication by any method in whole or part isprohibited without the written permission of the design professional. Anyinformation obtained or conclusions derived from this drawing shall be at the user's sole risk. REVISIONS PROJECT TEAM: SDP/CDP SUBMITTAL RWA 09.26.20234139.00 LE G O L A N D C A L I F O R N I A P R O J E C T 2 0 2 5 On e L e g o l a n d D r i v e , C a r l s b a d , C a l i f o r n i a 9 2 0 0 8 U S A RWA Tom StorerOne Legoland DriveCarlsbad, CA 92008 858.334.8938 tom.storer@legoland.com R. W. Apel Landscape Architects, Inc. DELTA DESCRIPTION DATE Aw.r pel. landscape architects inc. CA license #2825 (760) 943-0760 Encinitas, CA 92024571 Hygeia Avenue, Unit B Si t e D e v e l o p m e n t P l a n S D P 2 0 2 3 - 0 0 1 2 Co a s t a l D e v e l o p m e n t P e r m i t C D P 2 0 2 3 - 0 0 2 2 NOT FOR CONSTRUCTION SDP/CDP SUBMITTAL SDP2023-0012/CDP2023-0022 ME R L I N E N T E R T A I N M E N T S G R O U P , U . S . H O L D I N G S I N C . 0" 10' 20'40'CONCEPTUAL LANDSCAPE PLAN 1" = 20' CONCEPTUAL LANDSCAPE PLAN L-0031 "I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER." RICHARD W. APEL REGISTERED CALIFORNIA LANDSCAPE ARCHITECT No. 2825 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 NOTES: LANDSCAPE MAINTENANCE RESPONSIBILITY: ALL LANDSCAPE AREAS ARE TO BE MAINTAINED BY THE PRIVATE LAND OWNER. REFER TO SHEET L-004 FOR PLANT LIST AND LANDSCAPE NOTES. 9/26/2023 SYMBOL & ABBREVIATION BOTANICAL NAME SIZE (B) SPACING TALL SHRUBS (OVER 6' HEIGHT): MEDIUM HEIGHT SHRUBS (3' - 6' HEIGHT): LOW SHRUBS (UNDER 3' HEIGHT): GROUNDCOVERS: NEW TREES: QUANTITY EXISTING TREES TO REMAIN: WATER (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 M 36" BOX PLANT LEGEND LEGEND NOTES: (B) PER CITY STANDARDS, A MINIMUM OF 50% OF SHRUBS SHALL BE 5 GALLON SIZE EXCEPT ON SLOPES 3:1 OR STEEPER. PHILODENRON 'XANADU' XANADU PHILODENRON ACACIA COGNATA 'COUSIN ITT' COUSIN ITT ACACIA 5 GAL 5 GAL CALLISTEMON 'LITTLE JOHN' LITTLE JOHN BOTTLEBRUSH 5 GAL CLIVIA MINIATA CLIVIA 2' O.C. 3'-4' 3'-5' 3'-5' NANDINA DOMESTICA 'GULF STREAM' GULF STREAM HEAVENLY BAMBOO 5 GAL 3'-4' MYOPORUM PARVIFOLIUM 'PINK' GROUNDCOVER MYOPORUM FLATS 12" O.C. M L L L L ORNAMENTAL GRASSES: CAREX PANSA CALIFORNIA MEADOW SEDGE 1 GAL 12"-18" O.C. FICUS MICROCARPA INDIAN LAUREL FIG 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. SALVAGE AND RELOCATION OF EXISTING TREES: 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. REQUIRED MINIMUM SLOPE PLANTING STANDARDS PER CITY OF LANDSCAPE NOTES SOIL ANALYSIS REPORT AND RECOMMENDATIONS: REQUIRED MINIMUM PLANTING REQUIREMENTS PER CITY OF CARLSBAD 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. ROOT BARRIERS: 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 #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), # 2 & #3. 3. SLOPES IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), # 2, #3 AND #4. C. AREAS GRADED FLATTER THAN 6:1 REQUIRE A COVER CROP PER STANDARD #1 WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: 1. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. 2. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. 3. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. 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. SOIL PREPARATION: 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. 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). LANDSCAPE MANUAL: CARLSBAD LANDSCAPE MANUAL: 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. 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. SHINY XYLOSMA 5 GAL XYLOSMA CONGESTUM GILT EDGE SILVERBERRY 5 GAL ELAEAGNUS x EBBINGEI 'GILT EDGE'5' + L FIC MIC * ALTERNATES PER PLAN NOTESNEED (A) CAL LIT XYL CON PHI XAN MYO PAR L NAN DOM ELA GIL CAR PAN SUCCULENTS: L ACA COG BRACHYCHITON ACERIFOLIUSBRA ACE FLAME TREE L ALOE BARBERAE - SPECIMEN SIZE TREE ALOEALO BAR CLI MIN L 36" BOX PER PLAN 3 L 5' + 24"-36" BOX 5 GAL + 1 GAL-5 GAL APPROX. M PODOCARPUS ELONGATUS 'ICEE BLUE'POD ELO 15 GAL 5' + ICEE BLUE YELLOW-WOOD MISC LOW GROWING/SPREADING SUCCULENTS:TBD L 12"-36" O.C.1 GAL-5 GAL PHOENIX DACTYLIFERA DATE PALMPHO DAC HANDROANTHUS IMPETIGINOSUS PINK TRUMPET TREEHAN IMP LIQUIDAMBAR STYRACIFLUA SWEETGUMLIQ STY DRACAENA DRACO DRAGON TREEDRA DRA RELOCATE PER PLAN RHAPHIOLEPIS 'MAJESTIC BEAUTY' - STANDARDS MAJESTIC BEAUTY INDIAN HAWTHORNRHA MAJ CINNAMOMUM CAMPHORA - STANDARDS CAMPHOR TREECIN CAM L VL M M 4 LOPHOSTEMON CONFERTUS (TRISTANIA CONFERTA)LOP CON BRISBANE BOX 24" BOX PER PLAN 3 AFROCARPUS GRACILIOR - COLUMNSAFR GRA AFRICAN FERN PINE 24" BOX PER PLAN 16 ALOE MARLOTHII MOUNTAIN ALOEALO MAR PER PLAN PER PLAN MIXED BROMELIAD SPECIES & HYBRIDS CYCADS: CYCAS REVOLUTA SAGO PALMCYA REV DIOON SPINULOSUM GIANT DIOONDIO SPI ZAMIA FURFURACEA CARDBOARD SAGOZAM FUR ELEPHANT FOOT TREEBEAUCARNEA RECURVATABEA REC 15 GAL +PER PLAN 36" BOX PER PLANMAGNOLIA GRANDIFLORA - STANDARDS SOUTHERN MAGNOLIA* MAG GRA CHLOROPHYTUM COMOSUM 'VARIEGATA'CHL COM VARIEGATED SPIDER PLANT 6" P-1 GAL 2' O.C.L (M) M M COMMON NAME 1'-3' O.C. M LOMANDRA x 'BABY BREEZE' EVERGREEN BABY MAT RUSH 1 GAL 18"-24" O.C. L LOM BAB DIETES GRANDIFLORA' VARIEGATA' STRIPED FORTNIGHT LILY 5 GAL 3'-4' DIE GRA BOUGAINVILLEA 'TORCH GLOW' TORCH GLOW BOUGAINVILLEA 5 GAL 4'-6' BOU TOR TRACHELOSPERMUM JASMINOIDESTRA JAS VARIGATED MOCK ORANGE 5 GAL PITTOSPORUM TOBIRA 'VARIEGATA'5' +PIT TOB KUMARA PLICATILIS (ALOE PLICATILIS)KUM PLI FAN ALOE AEONIUM SP., COTYLEDON SP., CRASSULA SP., L M L 3 3 REMAIN IN PLACE REMAIN IN PLACE REMAIN IN PLACE REMAIN IN PLACE REMAIN IN PLACE FESTUCA RUBRA (EXISTING) CREEPING RED FESCUEFES RUB RHAPHIOLEPIS UMBELLATA MINOR YEDDO HAWTHORN 5 GAL 3'-4' RHA UMB L L ECHEVERIA SP., KALANCHOE SP., SENACIO SP., SEDUM SP. M M M M (M) M (PODOCARPUS GRACILIOR) M STAR JASMINE 1 GAL 2' O.C.M 5 GAL PER PLAN H EXISTING TO REMAIN ASPARAGUS DENSIFLORUS 'MYERSII'ASP DEN TBD FOXTAIL FERN 1 GAL 1 GAL 2' O.C.M 15GAL 15GAL 15GAL PER PLAN PER PLAN PER PLAN BAMBUSA OLDHAMIIBAM OLD OLDHAM BAMBOO 15 GAL PER PLAN 27 M 1 6 8 5 7 34 400 1,772 S.F. 2,039 S.F. 6,644 S.F. 646 S.F. 537 S.F. 11 9 IRRIGATION: SUBSURFACE IRRIGATION SHALL BE USED TO IRRIGATE VEGETATION WITHIN TWENTY-FOUR INCHES OF AN IMPERMEABLE SURFACE UNLESS THE ADJACENT IMPERMEABLE SURFACE IS DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTO A LANDSCAPE AREA. 120 n orange ave orlando, fl 32801 407.644.2656 t www.owp.com SHEET NO. SHEET CONTENTS PROJECT PHASE REVIEW BY DRAWN BY OWP PROJECT NO. DATE OF ISSUE CLIENT CONTACT ©2023 This (hard copy or electronic) drawing is an instrument of service and theproperty of orcutt winslow and shall remain their property. The design professionalshall not be responsible for any alterations, modifications or additions made to this drawing by any party other than the design professional. Use of this drawing shallbe limited to the original site for which is was prepared and publication thereof isexpressly limited to such use, re-use or reproduction. Unless otherwise agreed inwriting, design professional reserves all copyright or other property interest in thisdrawing, and it may not be re-used for any other purpose without the designprofessional's written consent. Publication by any method in whole or part isprohibited without the written permission of the design professional. Anyinformation obtained or conclusions derived from this drawing shall be at the user's sole risk. REVISIONS PROJECT TEAM: SDP/CDP SUBMITTAL RWA 09.26.20234139.00 LE G O L A N D C A L I F O R N I A P R O J E C T 2 0 2 5 On e L e g o l a n d D r i v e , C a r l s b a d , C a l i f o r n i a 9 2 0 0 8 U S A RWA Tom StorerOne Legoland DriveCarlsbad, CA 92008 858.334.8938 tom.storer@legoland.com R. W. Apel Landscape Architects, Inc. DELTA DESCRIPTION DATE Aw.r pel. landscape architects inc. CA license #2825 (760) 943-0760 Encinitas, CA 92024571 Hygeia Avenue, Unit B Si t e D e v e l o p m e n t P l a n S D P 2 0 2 3 - 0 0 1 2 Co a s t a l D e v e l o p m e n t P e r m i t C D P 2 0 2 3 - 0 0 2 2 NOT FOR CONSTRUCTION SDP/CDP SUBMITTAL SDP2023-0012/CDP2023-0022 ME R L I N E N T E R T A I N M E N T S G R O U P , U . S . H O L D I N G S I N C . PLANT LEGEND & LANDSCAPE NOTES L-004 NEW RIDE BUILDING PROJECT BOUNDARY SYMBOL DESCRIPTION AREA (S.F) PERCENTAGE RECYCLED WATER USE AREA 20,721 S.F.100% IRRIGATION WATER USE AREAS POTABLE WATER USE AREANONE 0 0 120 n orange ave orlando, fl 32801 407.644.2656 t www.owp.com SHEET NO. SHEET CONTENTS PROJECT PHASE REVIEW BY DRAWN BY OWP PROJECT NO. DATE OF ISSUE CLIENT CONTACT ©2023 This (hard copy or electronic) drawing is an instrument of service and theproperty of orcutt winslow and shall remain their property. The design professionalshall not be responsible for any alterations, modifications or additions made to this drawing by any party other than the design professional. Use of this drawing shallbe limited to the original site for which is was prepared and publication thereof isexpressly limited to such use, re-use or reproduction. Unless otherwise agreed inwriting, design professional reserves all copyright or other property interest in thisdrawing, and it may not be re-used for any other purpose without the designprofessional's written consent. Publication by any method in whole or part isprohibited without the written permission of the design professional. Anyinformation obtained or conclusions derived from this drawing shall be at the user's sole risk. REVISIONS PROJECT TEAM: SDP/CDP SUBMITTAL RWA 09.26.20234139.00 LE G O L A N D C A L I F O R N I A P R O J E C T 2 0 2 5 On e L e g o l a n d D r i v e , C a r l s b a d , C a l i f o r n i a 9 2 0 0 8 U S A RWA Tom StorerOne Legoland DriveCarlsbad, CA 92008 858.334.8938 tom.storer@legoland.com R. W. Apel Landscape Architects, Inc. DELTA DESCRIPTION DATE Aw.r pel. landscape architects inc. CA license #2825 (760) 943-0760 Encinitas, CA 92024571 Hygeia Avenue, Unit B Si t e D e v e l o p m e n t P l a n S D P 2 0 2 3 - 0 0 1 2 Co a s t a l D e v e l o p m e n t P e r m i t C D P 2 0 2 3 - 0 0 2 2 NOT FOR CONSTRUCTION SDP/CDP SUBMITTAL SDP2023-0012/CDP2023-0022 ME R L I N E N T E R T A I N M E N T S G R O U P , U . S . H O L D I N G S I N C . 0" 10' 20'40'CONCEPTUAL LANDSCAPE WATER CONSERVATION PLAN 1" = 20' CONCEPTUAL LANDSCAPE WATER CONSERVATION PLAN L-0051 LANDSCAPE WATER CONSERVATION NOTES THE PROJECT HAS BEEN DESIGNED 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 MANUAL AND WATER EFFICIENT LANDSCAPE ORDINANCE. PLANTS WITH SIMILAR WATER REQUIREMENTS ARE GROUPED TOGETHER THEREBY PROMOTING EFFICIENT USE OF IRRIGATION WATER. ALL PROPOSED PLANTS ARE IN THE MODERATE TO LOW WATER USE CATEGORIES AS LISTED IN WUCOLS IV. BESIDES WATER NEEDS, PLANTS ARE GROUPED BY SIMILAR SUN AND WIND EXPOSURE, SOIL TYPE, MAINTENANCE NEEDS AND AESTHETIC CHARACTERISTICS. HIGH WATER USING LAWNS ARE NOT PROPOSED FOR THIS PROJECT. 2. SOIL PREPARATION: SOIL TESTS WILL BE PERFORMED THROUGHOUT THE SITE AND SOILS AMENDED ACCORDING TO THE SOIL REPORT RECOMMENDATIONS. ORGANIC COMPOST WILL BE INCORPORATED INTO THE SOIL TO IMPROVE MOISTURE HOLDING CAPACITY AND IMPROVE SOIL TEXTURE AND FERTILITY. 3. EFFECTIVE AND EFFICIENT IRRIGATION METHODS: THE PROJECT WILL BE IRRIGATED WITH A PERMANENT COMPUTER CONTROLLED IRRIGATION SYSTEM. WATERING SCHEDULES ARE AUTOMATICALLY ADJUSTED WITH DATA FROM AN ON-SITE WEATHER STATION. THE WEATHER STATION SENSORS MEASURE REAL-TIME ENVIRONMENTAL CONDITIONS SUCH AS PRECIPITATION, HUMIDITY AND WIND VELOCITY AND MODIFIES THE IRRIGATION SCHEDULES AS NEEDED TO REDUCE WATER WASTE. WATER EFFICIENT DRIP AND LOW PRECIPITATION RATE OVERHEAD SPRINKLERS WILL BE USED. 4. MULCHED PLANTING BEDS: A MINIMUM 3 INCH DEEP LAYER OF ORGANIC MULCH WILL BE APPLIED TO LANDSCAPE PLANTING AREAS TO PROMOTE RETENTION OF SOIL MOISTURE. 5. PROFESSIONAL LANDSCAPE MAINTENANCE AND MANAGEMENT: THE PROJECT WILL BE MAINTAINED BY TRAINED IN-HOUSE HORTICULTURAL STAFF AND/OR CAREFULLY SUPERVISED OUTSIDE PARTNERS. THE LANDSCAPE MAINTENANCE STAFF AT LEGOLAND HAVE LONG-TERM EXPERIENCE 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. NEW RIDEBUILDING PROJECT BOUNDARY 1,945 SF SLA (MW-RY) 230 SF SLA (MW-D) 441 SF SLA (MW-D) 381 SF SLA (LW-D) 125 SF SLA (LW-D) 132 SF SLA (LW-D) 866 SF SLA (MW-D) 398 SF SLA (MW-D) 28 SF SLA (LW-D) 704 SF SLA (MW-RY) 12,227 SF SLA (MW-RY) 173 SF SLA (LW-D) 126 SF SLA (LW-D) 55 SF SLA (LW-D) 130 SF SLA (MW-B) 859 SF SLA (HW-RY) 108 SF SLA (MW-D) 96 SF SLA (MW-D) 1,382 SF SLA (MW-RY) 171 SF SLA (MW-RY) 86 SF SLA (LW-D) 58 SF SLA (LW-D) HYDROZONE INFORMATION TABLE MW-RY/ SLA RY 16,429 SF HYDROZONE * MW-D / SLA HYDROZONE AREA (S.F.) D PLANT TYPE/ FACTOR*** (PF)PLAN SYMBOL 0.5 0.5 TOTAL ALL HYDROZONES: 2,139 SF 20,721 SF % OF TOTAL AREA 79% 10% 100% 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) IRRIGATION METHOD** *Irrigation Method: MS = Micro-spray S = Spray R = Rotor B = Bubbler D = Drip RY = Rotary **Plant Factor from WUCOLS IV (Region 3 - South Coastal) *** ZONE OR VALVE MAXIMUM APPLIED WATER ALLOWANCE (MAWA) CALCULATION Residential: MAWA = (Eto)(0.62)[(0.55 x LA) + (0.45 x SLA)] Non-Residential: MAWA = (Eto)(0.62)[(0.45 x LA) + (0.55 x SLA)] Abbeviations used in the equations: The MAMA shall be determined by the following equations: MAWA ETo 0.62 0.55 or 0.45 LA 0.45 or 0.55 SLA Maximum Applied Water Allowance in gallons per year. Evapotranspiration in inches per year. Conversion factor to gallons per square foot. ET adjustment factor (ETAF) for plant factors and irrigation efficiency. Landscaped area includes special landscape area in square feet. The additional ET adjustment factor for a special landscaped area (1.0-0.55=0.45, or 1.0-0.45=0.55) Special landscaped area in square feet. MAWA calculation: MAWA = (44.0*)(0.62)[(0.45 x 20,721) + (0.55 x 20,721)] # All hydrozones are Special Landscape Areas (SLA) for recycled water use. TOTAL SLA:20,721 SF 100% (27.28)[(9,324) + (11,397)] (27.28)(20,721) 565,269 ETo used is per Carlsbad Landscape Manual. East of I-5 and West of El Camino Real = 44.0* Maximum Applied Water Allowance = 565,269 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 x HA IE +SLA Abbeviations used in the equations: ETWU ETo 0.62 PF HA IE SLA Estimated total water use in gallons per year. Evapotranspiration in inches per year. Conversion factor to gallons per square foot. Plant factor from WUCOLS. 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. Irrigation Efficiency of the irrigation method used in the hydrozone. Special landscaped area in square feet. HYDROZONE TABLE FOR CALCULATING THE ETWU CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) Evapotranspiration Rate (ETo)* Process Step No. (Below) Hydrozone Number (1-5 with SLA Zone Below) MW-RY/SLA LW-D/SLA SLA 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) (Total All Step 8 + Total SLA s.f. in Step 5) (Step 3 x Step 9) Estimated Total Water Use in gallons per year (ETWU) - Total shall not exceed MAWA 1 2 3 4 5 6 7 8 9 10 44.0 0.62 27.28 * ETo: West of I-5 = 40.0 East of I-5 and West of El Camino Real - 44.0 East of El Camino Real = 47.0 Applicant may provide a different ETo if supported by documentation subject to approval by the City Planning Division. *** IE: Micro-spray = 0.80 Spray = 0.72 Rotor =0.72 Rotary = 0.75 Bubbler = 0.75 Drip = 0.80 ** 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 0.3 0.5 20,7211,164 2,139 349 1,070 0.75 0.80 436* 1,338* 20,721* *step 8 values not included in step 9 calculation since all zones are SLA's. 565,269 gallons per year (does not exceed MAWA) ESTIMATED MAXIMUM IRRIGATION FLOW DEMAND: 52 G.P.M. LW-D / SLA D 0.3 1,164 SF 6% MW-D/SLA 0.5 130 65 0.80 87* MW-B/ SLA B 0.5 16,429 8,215 10,953* BUBBLERS SHRUBS SHRUBS SHRUBS 0.75 MW-B/SLA 0.5 HW-RY/ SLA RY 859 SF0.8 4%SHRUBS 130 SF # 1% HW-RY/SLA 0.8 0.75 859 687 916* 120 n orange ave orlando, fl 32801 407.644.2656 t www.owp.com SHEET NO. SHEET CONTENTS PROJECT PHASE REVIEW BY DRAWN BY OWP PROJECT NO. DATE OF ISSUE CLIENT CONTACT ©2023 This (hard copy or electronic) drawing is an instrument of service and theproperty of orcutt winslow and shall remain their property. The design professionalshall not be responsible for any alterations, modifications or additions made to this drawing by any party other than the design professional. Use of this drawing shallbe limited to the original site for which is was prepared and publication thereof isexpressly limited to such use, re-use or reproduction. Unless otherwise agreed inwriting, design professional reserves all copyright or other property interest in thisdrawing, and it may not be re-used for any other purpose without the designprofessional's written consent. Publication by any method in whole or part isprohibited without the written permission of the design professional. Anyinformation obtained or conclusions derived from this drawing shall be at the user's sole risk. REVISIONS PROJECT TEAM: SDP/CDP SUBMITTAL RWA 09.26.20234139.00 LE G O L A N D C A L I F O R N I A P R O J E C T 2 0 2 5 On e L e g o l a n d D r i v e , C a r l s b a d , C a l i f o r n i a 9 2 0 0 8 U S A RWA Tom StorerOne Legoland DriveCarlsbad, CA 92008 858.334.8938 tom.storer@legoland.com R. W. Apel Landscape Architects, Inc. DELTA DESCRIPTION DATE Aw.r pel. landscape architects inc. CA license #2825 (760) 943-0760 Encinitas, CA 92024571 Hygeia Avenue, Unit B Si t e D e v e l o p m e n t P l a n S D P 2 0 2 3 - 0 0 1 2 Co a s t a l D e v e l o p m e n t P e r m i t C D P 2 0 2 3 - 0 0 2 2 NOT FOR CONSTRUCTION SDP/CDP SUBMITTAL SDP2023-0012/CDP2023-0022 ME R L I N E N T E R T A I N M E N T S G R O U P , U . S . H O L D I N G S I N C . 0" 10' 30'60'LANDSCAPE HYDROZONE & WATER USE CALCULATIONS 1" = 30' LANDSCAPE HYDROZONE DIAGRAM & WATER USE CALCULATIONS L-0061 120 n orange ave orlando, fl 32801 407.644.2656 t www.owp.com SHEET NO. SHEET CONTENTS PROJECT PHASE REVIEW BY DRAWN BY OWP PROJECT NO.DATE OF ISSUE CLIENT CONTACT © 2023 This (hard copy or electronic) drawing is an instrument of service and the property of orcutt winslow and shall remain their property. The design professional shall not be responsible for any alterations, modifications or additions made to this drawing by any party other than the design professional. Use of this drawing shall be limited to the original site for which is was prepared and publication thereof is expressly limited to such use, re-use or reproduction. Unless otherwise agreed in writing, design professional reserves all copyright or other property interest in this drawing, and it may not be re-used for any other purpose without the design professional's written consent. Publication by any method in whole or part is prohibited without the written permission of the design professional. Any information obtained or conclusions derived from this drawing shall be at the user's sole risk. REVISIONS NOT FOR CONSTRUCTION PROJECT TEAM: Si t e D e v e l o p m e n t P l a n , S D P 2 0 2 3 -00 1 2 Co a s t a l D e v e l o p m e n t P e r m i t , C D P 2 0 2 3 -00 2 2 SDP2023-0012/ CDP2023-0022 9/ 2 6 / 2 0 2 3 1 0 : 4 3 : 2 3 A M Au t o d e s k D o c s : / / 4 1 3 9 . 0 0 L e g o L a n d / 4 1 3 9 - A - L L C . r v t A-001 PROJECT LOCATION PLAN 75% CONSTRUCTION DOCUMENTS EH, LMS 09.26.20234139.00 ME R L I N E N T E R T A I N M E N T S G R O U P , U S . H O L D I N G S I N C . L E G O L A N D C A L I F O R N I A P R O J E C T 2 0 2 5 On e L e g o l a n d D r i v e , C a r l s b a d , C a l i f o r n i a 9 2 0 0 8 U S A OA Tom Storer One Legoland Drive Carlsbad, CA 92008 858.334.8938 tom.storer@legoland.com or c u t t | w i n s l o w / 4 1 3 9 . 0 0 / L E G O L A N D C A L I F O R N I A P RO J E C T 2 0 2 5 - 7 5 % C O N S T R U C T I O N D O C U M E N T S / A - 0 0 1 - PR O J E C T L O C A T I O N P L A N / O A 75% CONSTRUCTION DOCUMENTS Orcutt HHCP LLC 0"50'-0"100'-0"200'-0" 1" = 100'-0"1 PROJECT LOCATION MAP 1 1 5 ' -1 " DELTA DESCRIPTION DATE SDP/CDP SUMITTAL NOT FOR CONSTRUCTION SDP/CDP SUMITTAL SPSP X BASE LINE - F.O.W. 4 FCB BUC"4 R FE FE CALIFORNIA BUILDING CODE: BUILDING, PART 1 LIFE SAFETY PROJECT DATA BUILDING EQUIPPED THROUGHOUT WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM CBC CHAPTER 6 - CONSTRUCTION TYPE II-B, FULLY SPRINKLERED (TABLE 601) (SEE FIRE RESISTANCE RATING TABLE - THIS SHEET) CBC CHAPTER 7 - FIRE AND SMOKE PROTECTION FEATURES 703.7 FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING. SUCH IDENTIFICATION SHALL: 1. BE LOCATED IN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING OR ATTIC SPACES 2. BE LOCATED WITHIN 15 FEET OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FEET MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION, AND 3. INCLUDE LETTERING NOT LESS THAN 3 INCHES IN HEIGHT AND A MINIMUM OF 3/8 INCH STROKE IN A CONTRASTING COLOR INCORPORATING THE SUGGESTED WORDING. "FIRE AND/OR SMOKE BARRIER - PROTECT ALL OPENINGS" OR OTHER WORDING. CBC CHAPTER 10 - MEANS OF EGRESS 1001.4 FIRE SAFETY AND EVACUATION PLANS FIRE SAFETY AND EVACUATION PLANS SHALL BE PROVIDED FOR ALL OCCUPANCIES AND BUILDINGS WHERE REQUIRED BY THE CALIFORNIA FIRE CODE. SUCH FIRE SAFETY AND EVACUATION PLANS SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF SECTIONS 401.2 AND 404 OF THE CALIFORNIA FIRE CODE. NFPA 101 BUILDING EQUIPPED THROUGHOUT WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM TABLE 6.1.14.3.1 INCIDENTAL OCCUPANCIES MERCANTILE OCCUPANCY IS CONSIDERED INCIDENTAL TO MAIN ASSEMBLY OCCUPANCY. CHAPTER 12 - NEW ASSEMBLY OCCUPANCIES ASSEMBLY OCCUPANCY CONSTRUCTION TYPE: TYPE l l (222) 12.3.6 MAIN ENTRANCE EXIT THE MAIN ENTRANCE / EXIT SHALL BE OF A WIDTH THAT ACCOMMODATES ONE HALF OF HE TOTAL OCCUPANT LOAD WHERE THE MAIN ENTRANCE / EXIT FROM AN ASSEMBLY OCCUPANCY IS THROUGH A LOBBY OR FOYER, THE AGGREGATE CAPACITY OF ALL EXITS FROM THE LOBBY OR FOYER SHALL BE PERMITTED TO PROVIDE THE REQUIRED CAPACITY OF THE MAIN ENTRANCE / EXIT, REGARDLESS OF WHETHER ALL SUCH EXITS SERVE AS ENTRANCES TO THE BUILDING. 12.2.5.3 - DEAD END CORRIDORS SHALL NOT EXCEED 20 FT 12.3.6 - CORRIDOR AND LOBBY PROTECTION SHALL NOT BE REQUIRED IN BUILDING PROVIDED THOUGHT BY AN APPROVED, SUPERVISED AUTOMATIC SPRINKLER SYSTEM. 12.2.6.2 (1) TRAVEL DISTANCE TO EXITS SHALL NOT EXCEED 250 FEET IN ASSEMBLY OCCUPANCIES PROTECTED THROUGHOUT BY AUTOMATIC SPRINKLER SYSTEM. CBC CHAPTER 10 - TABLE 1004.1.2, MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT REFER TO OCCUPANT LOAD TABLE (SHEET A-011) 1005.3 REQUIRED CAPACITY BASED ON OCCUPANT LOAD 1005.3.1 STAIRWAYS THE CAPACITY, IN INCHES OF MEANS OF EGRESS STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH STAIRWAY BY A MEANS OF EGRESS CAPACITY FACTOR OF 0.3 INCH PER OCCUPANT. WHERE STAIRWAYS SERVE MORE THAT ONE STORY, ONLY THE OCCUPANT LOAD OF EACH STORY CONSIDERED INDIVIDUALLY SHALL BE USED IN CALCULATING THE REQUIRED CAPACITY OF THE STAIRWAY SERVING THAT STORY. EXCEPTION: FOR OTHER THAN GROUP H AND I-2 OCCUPANCIES, THE CAPACITY, IN INCHES OF MEANS OF EGRESS STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH STAIRWAY BY A MEANS OF EGRESS CAPACITY FACTOR OF 0.2 INCH PER OCCUPANT IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM AND AN EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM. 1005.3.2 OTHER EGRESS COMPONENTS THE CAPACITY IN INCHES OF MEANS OF EGRESS COMPONENTS OTHER THAN STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH COMPONENT BY A MEANS OF EGRESS CAPACITY FACTOR OF 0.2 INCH PER OCCUPANT EXCEPTION: FOR OTHER THAN GROUP H AND I-2 OCCUPANCIES, THE CAPACITY, IN INCHES OF MEANS OF EGRESS COMPONENTS OTHER THAT STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH COMPONENT BY A MEANS OF EGRESS CAPACITY FACTOR OF 0.15 INCH PER OCCUPANT IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM AND AN EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM. BUILDING FIRE ALARM SYSTEM TO INCLUDE VOICE / ALARM COMMUNICATION SYSTEM. TABLE 1006.3.3 - OCCUPANT LOAD PER STORY BETWEEN 501-1,000 OCCUPANT REQUIRES A MINIMUM OF 3 EXITS FROM STORY. REFER TO LIFE SAFETY PLAN FOR EGRESS LOCATION. A TOTAL OF 3 EXITS ARE PROVIDED. CALIFORNIA BUILDING CODE: PART 2, (TITLE 24, CALGREEN) CBC CHAPTER 5: POLLUTANT CONTROL REQUIREMENTS:BUILDING ENERGY EFFICIENCY (TITLE 24, PART 6, CHAPTER 5, SECTION 140.3) ENVELOPE REQUIREMENTS (TABLE 140.3-B) ENVELOPE PROVIDED BUILDING CLIMATE ZONE: MAX U-FACTORS ROOF / CEILINGS: WALLS ROOFING PRODUCTS: • LOW-SLOPED • AGED SOLAR REFLECTANCE • THERMAL EMITTANCE AIR BARRIER EXTERIOR DOORS, MAXIMUM U-FACTOR • NON-SWINGING • SWINGING FENESTRATION: • VERTICAL FIX WINDOW: • MAX U-FACTOR • MAX RSHGC • MIN VT • VERTICAL CURTAIN WALL: • MAX U-FACTOR • MAX RSHGC • MIN VT • VERTICAL OPERABLE WINDOWS (N/A) • VERTICAL GLAZED DOORS • MAX U-FACTOR • MAX RSHGC • MIN VT • MAX WWR% • SKYLIGHTS (N/A) 7 METAL BUILDING: 0.041 WOOD/ OTHER: 0.0149 METAL BUILDING: 0.113 METAL FRAMED: 0.060 0.25 SRI 0.80 REQUIRED 1.45 0.70 0.36 0.25 0.42 0.38 0.25 0.46 - 0.45 0.23 0.17 40% METAL BUILDING: 0.041 WOOD/ OTHER: 0.0149 METAL BUILDING: 0.113 METAL FRAMED: 0.060 0.25 SRI 0.80 REQUIRED 1.45 0.70 0.36 0.25 0.42 0.38 0.25 0.46 - 0.45 0.23 0.17 40% NOTE: REFER TO SPECIFICATIONS FOR ADITIONAL PRODUCT REQURIEMENTS CALIFORNIA ENERGY CODE OCCUPANTS OCCUPANTS BY GENDERDESCRIPTION PLUMBING FIXTURE COUNT - TABLE 403.1 - CALIFORNIA PLUMBING CODE OCCUPANCY 721.5 1.443A-3 MALE FEMALE WATER CLOSETS OR URINALS 4 PER >400 MALE WC/UR 4 REQUIRED PROVIDED WC UR 9 PER >400 WC 8.2 REQUIRED PROVIDED WCFEMALE 3 PER 401-600 LAV 4 REQUIRED PROVIDED LAV LAVATORIES MALE 6 PER 501-750 LAV REQUIRED PROVIDED LAVFEMALE DRINKING FOUNTAINS REQUIRED PROVIDED SERVICE SINK REQUIRED PROVIDED 4.5 4.5 1 1 TOTAL 4.66 = 5 2* 1 11.452 5 13* 10 13 * 6 6* 7 7 * ASSEMBLY (INDOOR W/O FIX SEATING) 1 PER 1-100 1 PER 1-100 (*) RESTROOMS ARE PROVIDED IN EXISTING TOILET FACILITIES. REQUIRED WATER FOUNTAINS ARE PROVIDED AT EXISTING PARK AREAS. NEW OCCUPANCY LOAD IS LESS THAN OCCUPANCY ON EXISTING AMUSEMENT RIDE THAT NEW PROJECT REPLACES. PER CBC SECTION 2902.3.3, THE MAXIMUM PATH OF TRAVEL TO TOILET FACILITIES SHALL NOT EXCEED 500'. 1 PER 200 1 PER 200 6 1MERCANTILEM9 721.5 6 7 13 6 7 3 PER 501-750, + 1 PER ADT. 500 4.3 2 1 1 - -1 PER> 250 .36 11 CALIFORNIA BUILDING STANDARD CODES, W/ CITY OF CARLSBAD AMMENDMENTS BUILDING 2022 CALIFORNIA BUILDING CODE, VOLUME 1 & 2 ACCESIBILITY 2022 CALIFORNIA BUILDING CODE, CHAPTER 11B FIRE/LIFE SAFETY FIRE CODE OF CITY OF CARLSBAD: (2022 CALIFORNIA FIRE CODE, INCLUDING APPENDIX CHAPTER 4, B, BB, C, CC, D, E, F, G, H AND O, AND THE CALIFORNIA STANDARDS CHAPTER 17.04.) FIRE PROTECTION ORDINANCE (TITLE 17) NATIONAL FIRE PROTECTION ASSOCIATED (NFPA) CODES & STANDARDS ELECTRICAL 2022 CALIFORNIA ELECTRICAL CODE MECHANICAL 2022 CALIFORNIA MECHANICAL CODE PLUMBING 2022 CALIFORNIA PLUMBING CODE ENERGY 2022 CALIFORNIA ENERGY CODE, TITLE 24, PART 6 GREEN BUILDING CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN) APPLICABLE CODES & REGULATIONS WHERE THE LOCAL CODES AND STANDARDS LISTED ARE IN CONFLICT OR DIFFER WITH THE STATE-APPROVED CODES FOR LICENSURE, THE MOST STRINGENT SHALL APPLY. (SEE M/P/E/FP SPECIFICATIONS DIVISIONS FOR ADDITIONAL CODE REFERENCES.) • NFPA 101 THE LIFE SAFETY CODE - 2021 EDITION a. NFPA 10, 2022 edition, Standard for Portable Fire Extinguishers. b. NFPA 12, 2022 edition, Standard on Carbon Dioxide Extinguishing Systems. c. NFPA 13, 2022 edition, Standard for the Installation of Sprinkler Systems. d. NFPA 14, 2022 edition, Standard for the Installation of Standpipe and Hose Systems. e. NFPA 20, 2022 edition, Standard for the Installation of Stationary Pumps for Fire Protection. f. NFPA 25, 2022 edition, Standard for the Inspection, Testing, and Maintenance of Water-Based Fire Protection Systems. g. NFPA 70, 2023 edition, National Electrical Code®. h. NFPA 72, 2022 edition, National Fire Alarm and Signaling Code. i. NFPA 80, 2022 edition, Standard for Fire Doors and Other Opening Protectives. j. NFPA 90A, 2022 edition, Standard for the Installation of Air-Conditioning and Ventilating Systems. k. NFPA 90B, 2022 edition, Standard for the Installation of Warm Air Heating and Air-Conditioning Systems. l. NFPA 110, 2022 edition, Standard for Emergency and Standby Power Systems. m. NFPA 170, 2022 edition, Standard for Fire Safety and Emergency Symbols. n. NFPA 220, 2021 edition, Standard on Types of Building Constructions o. NFPA 221, 2022 edition, Standard for High Challenge Fire Walls, Fire Walls, and Fire Barrier Walls. p. NFPA 241, 2013 edition, Standard for Safeguarding Construction, Alteration and Demolition Operations. q. NFPA 251, 2006 edition, Standard Methods of Tests of Fire Resistance of Building Construction and Materials. r. NFPA 252, 2017 edition, Standard Methods of Fire Tests of Door Assemblies. s. NFPA 255, 2006 edition, Standard Method of Test of Surface Burning Characteristics of Building Materials. t. NFPA 256, 2003 edition, Standard Methods of Fire Tests of Roof Coverings. u. NFPA 257, 2017 edition, Standard on Fire Test for Window and Glass Block Assemblies. v. NFPA 288, 2017 edition, Standard Methods of Fire Tests of Floor Fire Door Assemblies Installed w. Horizontally in Fire Resistance-Rated Floor Systems. x. NFPA 703, 2022 edition, Standard for Fire Retardant-Treated Wood and Fire-Retardant Coatings for Building Materials. y. NFPA 704, 2017 edition, Standard System for the Identification of the Hazards of Materials for Emergency Response. z. NFPA 720, 2022 edition, Standard for the Installation of Carbon Monoxide (CO) Detection and Warning Equipment. aa. NFPA 1963, 2022 edition, Standard for Fire Hose Connections. bb. NFPA 5000, 2021 edition, Building Construction and Safety Code FIRE RESISTANCE RATING REQUIREMENTS CONSTRUCTION TYPE: NFPA-5000: II (222) / CBC: lI-B Supporting more than one floor, BEAMS, GIRDERS, TRUSSES & ARCHES Supporting a roof only.................................. Supporting one floor only............................. columns, or other bearing walls............... Supporting one floor only.............................. columns, or other bearing walls............... Supporting more than one floor, Supporting a roof only.................................. FLOOR CONSTRUCTION................................... ROOF CONSTRUCTION..................................... INTERIOR NONBEARING WALLS......................0 2 0 1 2 (N/A) 2 2 (N/A) 1 EXTERIOR BEARING WALLS - INTERIOR BEARING WALLS - Supporting more than one floor, columns, or other bearing walls............... Supporting a roof only.................................. Supporting one floor only............................. Supporting a roof only................................... Supporting one floor only.............................. columns, or other bearing walls............... Supporting more than one floor, COLUMNS (STRUCTURAL FRAME) - 1 2 (N/A)2 (N/A) 2 (N/A) 2 (N/A) 1 SPRINKLERED NFPA 5000 TYPE II (222) SPRINKLERED TYPE II-B IBC SEE PARTITION TYPES U.L. DESIGN NUMBER THE MORE STRINGENT REQUIREMENTS GOVERN TABLE 4.1.1 TABLE 601 N series S717 EXTERIOR NONBEARING WALLS (CBD Table 705.5)..............0 N/A N708 0 X < 5 ...................................................... Fire Separation Distance = X (feet) 5 < X < 10 ............................................. 1 1 1 (STRUCTURAL FRAME) -(Floors) S series (Roofs) N/A U905 10 < X < 30 ...........................................0 X > 30 .................................................... NOTES: A.ROOF SUPPORTS - FIRE RESISTANCE RATING OF PRIMARY STRUCTURAL FRAME AND BEARING WALLS ARE PERMITTED TO BE REDUCED BY ONE HOUR WHERE SUPPORTING A ROOF ONLY B. EXCEPT IN GROUP F-1, H, M, AND S-1 OCCUPANCIES, FIRE PROTECTION OF STRUCTURAL MEMBERS SHALL NOT BE REQUIRED INCLUDINGPROTECTION OF ROOF FRAMING AND DECKING WHERE EVERY PART OF THE ROOF CONSTRUCTION IS 20 FT OR MORE ABOVE ANY FLOOR IMMEDIATELY BELOW. C.NFPA 220 - 4.3.2.8 - ROOFS 20 FT OR MORE ABOVE ANY FLOOR - FIRE RESISTIVE PROTECTION OF THE ROOF / CEILING ASSEMBLY SHAL NOT BE REQUIRED WHERE EVERY PART OF THE ROOF / CEILING ASSEMBLY IS 20 FT OR MORE ABOVE ANY ANY FLOOR IMMEDIATELY BELOW. X771, X772 2 0 0 0 0 01 - NOTE C BUILDING DATA (BUILDING CODE) OCCUPANCY TYPE ALLOWABLE BUILDING HEIGHTS AND AREAS ACTUAL HEIGHT ASSEMBLY OCCUPANCY: > 300 ASSEMBLY - GROUP A-3 CORRIDORS: MINIMUM WIDTH (INCHES) CBC (1020.3) NFPA (12.2.3.8) 44 44 CORRIDORS: MAX. DEAD END (FEET) CBC (1018.4) NFPA (12.2.5.3) 20 FT 20 TRAVEL DISTANCES MAX. EXIT ACCESS (DISTANCE TO EXIT) IN FEET MAX. COMMON PATH OF TRAVEL (CPET) IN FEET CBC (1014.3) NFPA MAX. DISTANCE TO FIRE EXTINGUISHER IN FEET CBC NFPACBC (1017.2) NFPA (12.2.6.2) 75 75 A - * 20 IF > 50 OCC'S * 75 IF < OR = 50 OCC'S * 50 AT AISLES CORRIDORS (N/A): MIN. FIRE-RESISTANCE RATINGS CBC (TABLE 1018.1) NFPA (7.1.3.1& 8.3.3.2.2) CONSTRUCTION TYPE CBC NFPA II-B II (222) CBC CHAPTER 3 - USE AND OCCUPANCY CLASSIFICATION NFPA - CHAPTER 6 - CLASSIFICATION OF OCUPANCIES GROUP A-3..... 75 FEET - 3 SOTRIES - 38,000 SF ASSEMBLY > 300 : 180 FEET - 12 STORIES - UNLIMITED SF CBC TABLE 503 - (II-B) FULLY SPRINKLERED NFPA 5000 TABLE 7.4.1 - (II (222)) FULLY SPRINKLERED PROJECT DESIGN 45 FEET TALL (TO ROOF PARAPET) ACTUAL STORIES ACTUAL BUILDING AREA 1 - STORY 30,805 SF (GROSS)* NONE (IF AUTO- SPRINKLER) A-3 - 250 FT A-3 - 75 FTA - 250 FT * BUILDING IS DESIGNED TO COMPLY WITH THE MOST STRINGENT REQUIREMENT * NONE (IF AUTO- SPRINKLER) 1. REFER TO LIFE SAFETY PLANS FOR EGRESS LOAD TAGS, TRAVEL DISTANCE AND EXIT LOAD CAPACITIES. 2. REFER TO LIFE SAFETY PLANS FOR OCCUPANCY LOAD TABLE. 3. THE GRAPHIC SIGNAGE DESIGN PACKAGE BY THE OWNER'S SIGNAGE VENDOR SHALL BE A SEPARATE PACKAGE AND IS NOT PART OF THE CONSTRUCTION DOCUMENTS FOR THIS BUILDING. 4. THE GRAPHIC SIGNAGE PACKAGE IS ANTICIPATED TO BE ISSUED DURING CONSTRUCTION AS A SEPARATE PACKAGE BY OTHERS. EXIT DOOR TACTILE SIGNAGE WILL BE PART OF THE GRAPHIC SIGNAGE PACKAGE. GENERAL NOTES 416' -11" EXISTING RESTROOMS BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING EXTERIOR DINING PATIO EXTERIOR FLAT RIDE BY OWNER VENDOR PROPOSED RIDE BUILDING TYPE II-B SPRINKLERED TYPE V-B NON SPRINKLERED FIRE RESISTANCE RATING REQUIREMENTS CONSTRUCTION TYPE: NFPA 220: V (000) / CBC: V-B Supporting more than one floor, BEAMS, GIRDERS, TRUSSES & ARCHES Supporting a roof only.................................. Supporting one floor only............................. columns, or other bearing walls............... Supporting one floor only.............................. columns, or other bearing walls............... Supporting more than one floor, Supporting a roof only.................................. FLOOR CONSTRUCTION................................... ROOF CONSTRUCTION..................................... INTERIOR NONBEARING WALLS......................0 0 0 0 0 (N/A) 0 0 (N/A) 0 EXTERIOR BEARING WALLS - INTERIOR BEARING WALLS - Supporting more than one floor, columns, or other bearing walls............... Supporting a roof only.................................. Supporting one floor only............................. Supporting a roof only................................... Supporting one floor only.............................. columns, or other bearing walls............... Supporting more than one floor, COLUMNS (STRUCTURAL FRAME) - 0 0 (N/A) 0 (N/A) 0 (N/A) 0 (N/A) 0 NO - SPRINKLERED NFPA 220 TYPE V (000) NO - SPRINKLERED TYPE V-B FBCTHE MORE STRINGENT REQUIREMENTS GOVERN TABLE 4.1.1 TABLE 601 EXTERIOR NONBEARING WALLS......................0 0 X < 5 ...................................................... Fire Separation Distance = X (feet) 5 < X < 10 ............................................. 0 1 1 (STRUCTURAL FRAME) - 10 < X < 30 ........................................... 0 0 0 0 0 0 00 30 < X.................................................... NOTES: A. ROOF SUPPORTS -FIRE RESISTANCE RATING OF PRIMARY STRUCTURAL FRAME AND BEARING WALLS ARE PERMITTED TO BE REDUCED BY ONE HOUR WHERE SUPPORTING A ROOF ONLY B. EXCEPT IN GROUP F-1, H, M, AND S-1 OCCUPANCIES, FIRE PROTECTION OF STRUCTURAL MEMBERS SHALL NOT BE REQUIRED, INCLUDING PROTECTION OF ROOF FRAMING AND DECKING WHERE EVERY PART OF THE ROOF CONSTRUCTION IS 20 FEET OR MORE ABOVE ANY FLOOR IMMEDIATELY BELOW. FIRE-RETARDANT-TREATED WOOD MEMBERS SHALL BE ALLOWED TO BE USED FOR SUCH UNPROTECTED MEMBERS. C. NFPA 220 -4.3.2.8 -ROOFS 20 FEET OR MORE ABOVE ANY FLOOR -FIRE RESISTIVE PROTECTION OF THE ROOF/CEILING ASSEMBLY SHALL NOT BE REQUIRED WHERE EVERY PART OF THE ROOF / CEILING ASSEMBLY IS 20 FT OR MORE ABOVE ANY FLOOR IMMEDIATELY BELOW. 1. INSTALLATION OF FIRE EXTINGUISHERS SHALL COMPLY WITH FLORIDA FIRE PREVENTION CODE 1 SECTION 13.6. 2. PROVIDE WALL MOUNTED, PORTABLE FIRE EXTINGUISHERS AS INDICATED ON THE PLAN FIRE EXTINGUISHER SHALL BE INSTALLED SUCH THAT THE TOP IS NOT MORE THAN 5'-0" AFF. BOTTOM OF FIRE EXTINGUISHER SHALL BE INSTALLED SUCH THAT THE BOTTOM IS NOT LESS THAN 4" AFF. FINISHED FLOOR (M I N . ) 4" (IF I N A C A B I N E T ) 2' - 3 " 5' - 0 " ( M A X . ) TO C . L . O F C A B I N E T ' S H A N D L E ≈ 3 ' - 3 " 120 n orange ave orlando, fl 32801 407.644.2656 t www.owp.com SHEET NO. SHEET CONTENTS PROJECT PHASE REVIEW BY DRAWN BY OWP PROJECT NO.DATE OF ISSUE CLIENT CONTACT © 2023 This (hard copy or electronic) drawing is an instrument of service and the property of orcutt winslow and shall remain their property. The design professional shall not be responsible for any alterations, modifications or additions made to this drawing by any party other than the design professional. Use of this drawing shall be limited to the original site for which is was prepared and publication thereof is expressly limited to such use, re-use or reproduction. Unless otherwise agreed in writing, design professional reserves all copyright or other property interest in this drawing, and it may not be re-used for any other purpose without the design professional's written consent. Publication by any method in whole or part is prohibited without the written permission of the design professional. Any information obtained or conclusions derived from this drawing shall be at the user's sole risk. REVISIONS NOT FOR CONSTRUCTION PROJECT TEAM: Si t e D e v e l o p m e n t P l a n , S D P 2 0 2 3 -00 1 2 Co a s t a l D e v e l o p m e n t P e r m i t , C D P 2 0 2 3 -00 2 2 SDP2023-0012/ CDP2023-0022 9/ 2 6 / 2 0 2 3 1 0 : 4 3 : 5 4 A M Au t o d e s k D o c s : / / 4 1 3 9 . 0 0 L e g o L a n d / 4 1 3 9 - A - L L C . r v t A-010 LIFE SAFETY CODE DATA 75% CONSTRUCTION DOCUMENTS EH, LMS 09.26.20234139.00 ME R L I N E N T E R T A I N M E N T S G R O U P , U S . H O L D I N G S I N C . L E G O L A N D C A L I F O R N I A P R O J E C T 2 0 2 5 On e L e g o l a n d D r i v e , C a r l s b a d , C a l i f o r n i a 9 2 0 0 8 U S A LMS Tom Storer One Legoland Drive Carlsbad, CA 92008 858.334.8938 tom.storer@legoland.com or c u t t | w i n s l o w / 4 1 3 9 . 0 0 / L E G O L A N D C A L I F O R N I A P RO J E C T 2 0 2 5 - 7 5 % C O N S T R U C T I O N D O C U M E N T S / A - 0 1 0 - LI F E S A F E T Y C O D E D A T A / L M S 75% CONSTRUCTION DOCUMENTS Orcutt HHCP LLC LIFE SAFETY CODE DATA 1" = 50'-0"1 SITE PLAN ADJACENCY PLAN 0" 25'-0" 50'-0"100'-0" DELTA DESCRIPTION DATE FIRE EXTINGUISHER-NOTES SDP/CDP SUMITTAL NOT FOR CONSTRUCTION SDP/CDP SUMITTAL FACP FAA P SPSP X 4 FCB B UC"4 R J J J J J J S SOS SOS S SOS S OS S OS SOS S OS FE FE TRAN SF OR MER B UC"4 R FIRE EXTINGUISHER CABINET LIFE SAFETY LEGEND F.E.C. TO F.E.C. DISTANCE 75' MAX OCCUPANCY TYPE AREA PER OCCUPANT TOTAL OCCUPANT LOAD AREA 1 HOUR RATED FIRE ASSEMBLY 2 HOUR RATED FIRE ASSEMBLY FEC PORTABLE FIRE EXTINGUISHER EGRESS PATH AND DISTANCE FIRE ALARM - AUDIO/VISUAL DEVICE - WALL MOUNTED ILLUMINATED EXIT SIGN FIRE ALARM - MANUAL PULL STATION SMOKE DETECTOR WALL MOUNTED CEILING MOUNTED XX' FIRE ALARM FIRE ALARM - AUDIO DEVICE - WALL MOUNTEDFIRE ALARM - VISUAL DEVICE - WALL MOUNTED FIRE ALARM - AUDIO/VISUAL DEVICE - CEILING MOUNTED FIRE ALARM - AUDIO DEVICE - CEILING MOUNTEDFIRE ALARM - VISUAL DEVICE - CEILING MOUNTED FIRE ALARM CONTROL PANEL FE FIRE ALARM REMOTE ANNUCIATOR PANEL AREA = 15000 GSF ACCESSORY STORAGE,MECHANICAL EQUIPMENT 300 GSF/OCC = 999 OCC = 847 OCC AREA = 4231 NSF ASSEMBLY: STANDINGSPACE 5 NSF/OCC = 2 OCC AREA = 491 GSF STORAGE, STOCK, SHIPPINGAREAS 300 GSF/OCC = 1 OCC AREA = 237 GSF STORAGE, STOCK, SHIPPINGAREAS 300 GSF/OCC = 7 OCC AREA = 362 GSF MERCANTILE 60 GSF/OCC = 1 OCC AREA = 117 GSF BUSINESS AREA 150 GSF/OCC 1 SEAT/OCC = 24 OCC SEATS=24 RIDE CAPACITY = 6 OCC AREA = 1780 GSF STORAGE, STOCK, SHIPPINGAREAS 300 GSF/OCC COVERED UN-CONDITIONED QUEUE 001 119 SF STAIR 2 123 LIFE SAFETY AREA TYPES ASSEMBLY: STANDING SPACE ASSEMBLY: UNCONCENTRATED BUSINESS AREA MERCANTILE RIDE CAPACITY STORAGE, STOCK, SHIPPINGAREAS 72' - 1"ELECTRICAL AV/IDF ROOM 114 45 ' - 1 " CONTROL ROOM 122 67" 335 INTERACTIVE ZONE 1 (MEET THE SQUAD) 103 ENTRY 101 HOLDING/PREBATCH 106 INTERACTIVE ZONE 2 (BUILD ANDMISSION BRIEF) 107 QUEUE 3 108 CONTROL ROOM 121 LOAD PLATFORM 109 34"171 536 SF QUEUE 2 104 MECH./ELEC. 126 ELEC. 125MAINTENANCE 127 MECH./ELEC. 128 BRICK BUILDING 130 = 103 OCC AREA = 511 NSF ASSEMBLY: STANDINGSPACE 5 NSF/OCC 32' - 3" = 1 OCC AREA = 173 GSF STORAGE, STOCK, SHIPPINGAREAS 300 GSF/OCC STORAGE 11534"171 = 1 OCC AREA = 152 GSF STORAGE, STOCK, SHIPPINGAREAS 300 GSF/OCC = 1 OCC AREA = 89 GSF BUSINESS AREA 150 GSF/OCC = 2 OCC AREA = 72 GSF MERCANTILE 60 GSF/OCC RETAIL 112 STORAGE 113 PHOTO RENDITION 111 UNLOAD CIRCULATION 110B 46"228 46 " 22 8 = 246 OCC AREA = 1229 NSF ASSEMBLY: STANDINGSPACE 5 NSF/OCC 1 6 7' - 5 " 19 4 ' - 1 0 " 149' - 3" 150' - 5" = 207 OCC AREA = 1032 NSF ASSEMBLY: STANDINGSPACE 5 NSF/OCC 1 2 0' - 6 " Q-LINE 006 = 1 OCC AREA = 105 GSF BUSINESS AREA 150 GSF/OCC OPERATOR 003 ø 5 2 ' - 0" 1 SEAT/OCC = 8 OCC SEATS=8 RIDE CAPACITY 1 SEAT/OCC = 8 OCC SEATS=8 RIDE CAPACITY 1 SEAT/OCC = 8 OCC SEATS=8 RIDE CAPACITY 77' - 7" 42 ' - 1 " 58' - 11" DECONTAMINATION 105 = 5 OCC AREA = 61 NSF ASSEMBLY:UNCONCENTRATED 15 NSF/OCC = 5 OCC AREA = 70 NSF ASSEMBLY:UNCONCENTRATED 15 NSF/OCC 65 " 32 3 42 ' - 7 " 54 ' - 7 " EQUIPMENT ZONE FEC FEC FEC 141' - 3" 87' - 0" STAIR 1 124 FEC FEC FEC FEC FIRE RISER RIDE EGRESS PATH AT FLOOR LEVEL 34 " 17 1 101"504 141' - 3" 17900 SF RIDE 120 OPEN TO BELOW STAIR 2 123 ROOF BELOW ROOF BELOW ROOF BELOW STAIR 1 124 87' - 0" NON-OCCUPIED SHOW SET TOWER RIDE EGRESS PLATFORM RIDE EGRESS PLATFORM CANOPY BELOW 120 n orange ave orlando, fl 32801 407.644.2656 t www.owp.com SHEET NO. SHEET CONTENTS PROJECT PHASE REVIEW BY DRAWN BY OWP PROJECT NO. DATE OF ISSUE CLIENT CONTACT © 2023 This (hard copy or electronic) drawing is an instrument of service and the property of orcutt winslow and shall remain their property. The design professional shall not be responsible for any alterations, modifications or additions made to this drawing by any party other than the design professional. Use of this drawing shall be limited to the original site for which is was prepared and publication thereof is expressly limited to such use, re-use or reproduction. Unless otherwise agreed in writing, design professional reserves all copyright or other property interest in this drawing, and it may not be re-used for any other purpose without the design professional's written consent. Publication by any method in whole or part is prohibited without the written permission of the design professional. Any information obtained or conclusions derived from this drawing shall be at the user's sole risk. REVISIONS PROJECT TEAM: Si t e D e v e l o p m e n t P l a n , S D P 2 0 2 3 - 0 0 1 2 Co a s t a l D e v e l o p m e n t P e r m i t , C D P 2 0 2 3 - 0 0 2 2 SDP2023-0012/ CDP2023-0022 12 / 1 9 / 2 0 2 3 5 : 2 1 : 1 9 P M C: \ U s e r s \ l s h e r r a r d \ O n e D r i v e - O r c u t t W i n s l o w \ D o c u m e n t s \ 4 1 3 9 - A - L L C _ l s h e r r a r d H Z U 2 R . r v t A-011 LIFE SAFETY PLANS 75% CONSTRUCTION DOCUMENTS EH, LMS 12.20.20234139.00 ME R L I N E N T E R T A I N M E N T S G R O U P , U S . H O L D I N G S I N C . L E G O L A N D C A L I F O R N I A P R O J E C T 2 0 2 5 On e L e g o l a n d D r i v e , C a r l s b a d , C a l i f o r n i a 9 2 0 0 8 U S A OA Tom StorerOne Legoland DriveCarlsbad, CA 92008 858.334.8938 tom.storer@legoland.com or c u t t | w i n s l o w / 4 1 3 9 . 0 0 / L E G O L A N D C A L I F O R N I A P R O J E C T 2 0 2 5 - 7 5 % C O N S T R U C T I O N D O C U M E N T S / A - 0 1 1 - L I F E S A F E T Y P L A N S / O A Orcutt HHCP LLC 0" 8'-0" 16'-0"32'-0" SHEET NOTES A. SEE SHEET G-002 FOR SYMBOLS & GENERAL NOTES. REFER TO G-003FOR ABBREVIATION LIST B. PROVIDE ALL NECESSARYFIREPROOFING / SAFING TOMANTIAN REQUIRED RATINGS. C. ALL EXIT SIGNS AND VISUALNOTIFICATION APPLIANCES ARE TOBE MOUNTED TO MAXIMIZEVISIBILITY. D. SEE FIRE PROTECTION DRAWINGSFOR FIRE SPRINKLER / FIREPROTECTION INFORMATION. 1/16" = 1'-0"1 LIFE SAFETY PLAN - LEVEL 1 0" 8'-0" 16'-0"32'-0" 1/16" = 1'-0"2 LIFE SAFETY PLAN - EGRESS PLATFORM LEVEL BUILDING OCCUPANT LOAD CBC TABLE 1004.1.2 # OFOCC ASSEMBLY: STANDING SPACE 1196 ASSEMBLY: UNCONCENTRATED 10 BUSINESS AREA 3 MERCANTILE 9 STORAGE, STOCK, SHIPPINGAREAS 11 12 3 4 KEY PLAN SITE OCCUPANT LOAD CBC TABLE 1004.1.2 # OFOCC ASSEMBLY: STANDING SPACE 207 TOTAL 1253 RIDE CAPACITY 24 RIDE CAPACITY 24 TOTAL 231 DELTA DESCRIPTION DATE SDP/CDP SUBMITTAL SPSP X 4 FCB PROPOSED RIDE BOX (P.E.M. B.) SERVICE ACCESS EDGE OF EXISTING UNDERGROUND STRUCTURAL PINS MAINTENANCE EXIT/ENTRANCE UTILITY ROOM EXIT/ENTRANCE EXIT UTILITY ROOM EXIT/ENTRANCE EXITENTRANCEPROPOSED TOT SPOT PROPOSED PLAYSCAPE PROPOSED OUTDOOR RIDE EX I S T I N G S E R V I C E R O A D EXISTING RESTAURANT PROP FUTURE EXTENDED QUEUE UTILITY ROOM EXIT/ENTRANCE SHADED OUTDOOR QUEUE PRIMARY ENTRY PORTAL PHOTO OP EXISTING F&B EXISTING GUEST DINING PATIO SECONDARY ENTRY PORTAL PROJECT BOUNDARY PROJECT BOUNDARY PASSPORT KIOSKS PROP STROLLER PARKING E N T R A N C E EXIT EXISTING RIDE BUILDING OPERATOR BUILDING A-114 1 A-113 1 EXISTING FIRE ACADEMY ATTRACTION EXISTING AMPHITHEATER EXISTING DROP TOWER ATTRACTION EXISTING MAINTENANCE BUILDING EXISTING HELICOPTER RIDE EXISTING EMPLOYEE DINING PATIO15' - 5"75 ' - 1 " 66 ' - 9 " B U I L D I N G S E T B A C K F R O M E A S T E R N C U R B O F L E G O L A N D D R I V E L E G O L A N D D R I V E ADDITIONAL 10' LANDSCAPE SETBACK PER SDP AMENDMENT 96-14(A) 24 ' - 1 " 18' - 9" 34 ' - 5 " O R I G I N A L L A N D S C A P E S E TB A C K EXISTING SIDEWALK EASTERN CURB OF LEGOLAND DRIVE 5 0 ' - 0 " 4 5 ' - 0 " 1 0 ' - 0 "5 5 ' - 0 " T O T A L L A N D S C A P E S E T B A C K P R O V I D E D B U I L D I N G S E T B A C K 1 1 5 ' - 1 " ACCESSIBLE PATH OF TRAVEL LEGEND PROJECT BOUNDARY 120 n orange ave orlando, fl 32801 407.644.2656 t www.owp.com SHEET NO. SHEET CONTENTS PROJECT PHASE REVIEW BY DRAWN BY OWP PROJECT NO.DATE OF ISSUE CLIENT CONTACT © 2023 This (hard copy or electronic) drawing is an instrument of service and the property of orcutt winslow and shall remain their property. The design professional shall not be responsible for any alterations, modifications or additions made to this drawing by any party other than the design professional. Use of this drawing shall be limited to the original site for which is was prepared and publication thereof is expressly limited to such use, re-use or reproduction. Unless otherwise agreed in writing, design professional reserves all copyright or other property interest in this drawing, and it may not be re-used for any other purpose without the design professional's written consent. Publication by any method in whole or part is prohibited without the written permission of the design professional. Any information obtained or conclusions derived from this drawing shall be at the user's sole risk. REVISIONS NOT FOR CONSTRUCTION PROJECT TEAM: 9/ 2 6 / 2 0 2 3 1 1 : 1 6 : 4 5 A M Au t o d e s k D o c s : / / 4 1 3 9 . 0 0 L e g o L a n d / 4 1 3 9 - A - L L C . r v t A-100 ARCHITECTURAL SITE PLAN 75% CONSTRUCTION DOCUMENTS EH, LMS 09.26.20234139.00 ME R L I N E N T E R T A I N M E N T S G R O U P , U S . H O L D I N G S I N C . L E G O L A N D C A L I F O R N I A P R O J E C T 2 0 2 5 On e L e g o l a n d D r i v e , C a r l s b a d , C a l i f o r n i a 9 2 0 0 8 U S A OA Tom Storer One Legoland Drive Carlsbad, CA 92008 858.334.8938 tom.storer@legoland.com or c u t t | w i n s l o w / 4 1 3 9 . 0 0 / L E G O L A N D C A L I F O R N I A P RO J E C T 2 0 2 5 - 7 5 % C O N S T R U C T I O N D O C U M E N T S / A - 1 0 0 - AR C H I T E C T U R A L S I T E P L A N / O A 75% CONSTRUCTION DOCUMENTS Orcutt HHCP LLC 0" 10'-0" 20'-0"40'-0" 1" = 20'-0"1 SITE PLAN SHEET NOTES A. SEE SHEET G0.003. FOR GENERAL ABBREVIATIONS AND ARCHITECTURAL SYMBOLS. B. REFER TO CIVIL ENGINEER DRAWINGS FOR UTILITY CONNECTION, SITE IMPROVEMENT DRAWINGS, AND PROJECT LOT INFORMATION. C. REFER TO LANDSCAPE PLANS FOR HARDSCAPE, PLANTING AND IRRIGATION INFORMATION. AREA SCHEDULE - GROSS SF Exterior Area COVERED UN-CONDITIONED QUEUE 2,783 SF LANDSCAPE 15,896 SF OUTDOOR RIDE 2,413 SF PLAY SCAPE 1,755 SF PLAZA & OTHER PAVED 20,197 SF TOT SPOT 1,861 SF 44,905 SF Gross Building Area BRICK BUILDING 1,303 SF INTERIOR FOH QUEUE & RETAIL 5,175 SF OUTDOOR RIDE OPERATOR BOOTH 135 SF PEMB 25,884 SF 32,497 SF TOTAL PROJECT AREA 77,402 SF DELTA DESCRIPTION DATE DRINKING FOUNTAIN SDP/CDP SUMITTAL NOT FOR CONSTRUCTION SDP/CDP SUMITTAL