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HomeMy WebLinkAbout2024-01-17; Planning Commission; ; Legoland California Project 2025; Request for recommendation to approve demolition and replacement of an existing “Driving School” and “Junior Driving School” themed attr Meeting Date: Jan. 17, 2024 Item No. 2 To: Planning Commission Staff Contact: Jason Goff, Senior Planner, 442-339-2643, jason.goff@carlsbadca.gov Subject: Legoland California Project 2025; Request for recommendation to approve demolition and replacement of an existing “Driving School” and “Junior Driving School” themed attractions with a new “LEGO Galaxy” themed attraction on a 2.38-acre project site located within the Inner Park area of the LEGOLAND California theme park. Location: One Legoland Drive / APN: 211-100-09-00 / District 1 Case Numbers: SDP 2023-0012, CDP 2023-0022 (DEV 2023-0061) Applicant/Representative: Tom Storer, Applicant; 858-334-8938; tom.storer@legoland.com Richard Apel, Representative; 760-943-0760; richard.apel@rwapel.com CEQA Determination: ☐ Not a Project ☒ Exempt ☐ IS/ND or IS/MND ☐ EIR ☐ Other: Permit Type(s): ☒ SDP ☐ CUP ☒ CDP ☐ TM/TPM ☐ GPA ☐ REZ ☐ LCPA CEQA Status: ☐ The environmental assessment IS on the Agenda for discussion. ☒ A CEQA determination was already issued and IS NOT on the Agenda. Commission Action: ☐ Decision ☒ Recommendation to City Council ☐ Informational (No Action) Recommended Actions That the Planning Commission ADOPT the Planning Commission Resolution (Exhibit 1) RECOMMENDING APPROVAL of Site Development Plan, SDP 2023-0012, and Coastal Development Permit, CDP 2023-0022, based upon the findings and subject to the conditions contained therein. January 17, 2024 Item #2 Page 1 of 91 Existing Conditions & Project Description Existing Setting The project area is located within the Inner Park area of the Legoland California theme park; a 132-acre parcel within the Carlsbad Ranch Specific Plan, Planning Area 4. The area of proposed redevelopment is 2.38 acres. The specific project area contains an existing “Driving School” and “Junior Driving School” themed attraction. The theme park is bordered by hotel/resort and open space to the north, a public street, open space and office development to the south, a business park, public street, and open space (flower fields) to the west, and a public street and golf course to the east. Site Map Table “A” below includes the General Plan designations, zoning and current land uses of the subject site and surrounding properties. Also refer to Exhibit 2 for larger site map. TABLE A – SITE AND SURROUNDING LAND USE Location General Plan Designation Zoning Designation Current Land Uses Site Visitor Commercial (VC) Commercial Tourist, Qualified Development Overlay (C-T-Q) “Driving School” and “Junior Driving School” themed attraction. North Open Space (OS) / VC Open Space (OS) /C-T-Q Open space preserve, and timeshare/hotel resort. South OS / Office (O) OS/ Office (O) Open space preserve and an office building. East OS OS The Crossings Golf Course West Planned Industrial (PI) / VC / OS Planned Industrial, Qualified Development Overlay (P-M-Q) / C-T-Q / OS Business park, timeshare/hotel resort, and open space (Flower Fields) January 17, 2024 Item #2 Page 2 of 91 General Plan Designation Zoning Designation Proposed Project The proposed project is a new “LEGO Galaxy” space-themed cluster located within the Inner Park area of the existing LEGOLAND California theme park. More specifically, the project will be located at the site of the existing “Driving School” and “Junior Driving School” attractions, which will be removed. The site is approximately 103,470 square feet, or 2.38 acres in size with a generally flat topography. Existing site development to be removed includes the driving school road courses, queues, shade covers, a small retail facility, and landscaping. The major components of the proposed project are as follows: • Headline Ride – An indoor roller coaster. The roller coaster will be housed inside a new single story, 32,319 square feet, 43-foot-high pre-manufactured steel building enhanced with exterior LEGO “space port” theming. Ancillary uses within the building include a ride queue, a LEGO brick building attraction, retail, maintenance, mechanical and storage spaces. There will be a 1,316-square-foot covered, unconditioned outdoor queue. • Secondary Ride – The secondary ride has three cantilever arms which are each lifted by hydraulic actuators and carry a counter rotating gyro element holding four gondolas at each end. The gondolas are designed to accommodate two riders for a total capacity of 24 passengers. The site area is approximately 4,122 square feet and includes a shaded outdoor queue and a 66-square-foot operator building. The ride height will extend up to approximately 24 feet. • Playscape – This is a static display featuring a children’s play structure with an alien spaceship theme. The site area is approximately 1,755 square feet and the maximum height of the play structure is 30 feet. • Toddlers play area – Approximately 1,234 square feet exterior area designed for toddlers, with LEGO DUPLO play features, shade cover and seating area. January 17, 2024 Item #2 Page 3 of 91 Request for approval of increased building height. With this application, the applicant is requesting approval of increased building height. The proposed headline coaster ride building is a single-story structure with a building height of 43 feet being proposed. Per the Carlsbad Ranch Specific Plan, all buildings within LEGOLAND shall not exceed the height of 35 feet or three levels. Additional building height may be permitted to a maximum of 45 feet through a Site Development Plan approved by City Council provided that: • The building does not contain more than three levels; • All required setbacks are increased at a ratio of one horizontal foot for every one foot of vertical construction beyond thirty-five feet; and • The additional setback area is maintained as landscaped open space. None of the other architectural structures or features under consideration are proposed to extend to or beyond the 43-foot-tall building height being proposed. If the project were not proposing an increase in building height from 35 feet to 43 feet (8-foot increase), a minor Site Development Plan would instead be required, and the decision would be made by the city planner. The proposed project includes grading, utility improvements, new hardscape, planting and retrofitting of existing recycled water irrigation systems. Public Outreach & Comment Public notice of the proposed Project was mailed on June 15, 2023, to property owners located within 600 feet of the subject property and occupants of property located within 100 feet of the subject property. A notice of project application sign was also posted at the site on June 14, 2023. No public comments were generated from the notice of project application or posted sign. A CEQA Determination of Exemption was posted on the city’s website and an email was distributed to interested individuals on Nov. 30, 2023, for a period of 10-days, and on Dec. 11, 2023, no comments were received. Response to Public Comment & Project Issues No comments either in support or opposition to the project were received. Project Analysis General Plan Consistency The City of Carlsbad General Plan includes several goals and policies that guide development and land use within the city. A discussion of how the project is consistent with the applicable General Plan policies is summarized in Exhibit 3. January 17, 2024 Item #2 Page 4 of 91 Carlsbad Ranch Specific Plan Consistency The subject site is located within Planning Area 4 (Legoland) of the Carlsbad Ranch Specific Plan (SP 207(K)). The proposed project complies with the development standards and design guidelines contained in the Specific Plan, as summarized in Exhibit 3. Local Coastal Program Consistency The project site is in the Coastal Zone and requires a Coastal Development Permit. The project complies with the Local Coastal Program, including all goals and policies of the General Plan and all specific plan standards, as referenced above, and summarized in Exhibit 3. McClellan-Palomar Airport Land Use Compatibility Plan The project site is located approximately one mile west of the airport. The proposed project complies with the McClellan-Palomar Airport Land Use Compatibility Plan, as described in Exhibit 3. Discretionary Actions & Findings The proposed Project requires approval of certain permit types, each of which is discussed below: Site Development Plan (SDP 2021-0012) All properties within Planning Area 4 of the Carlsbad Ranch Specific Plan are zoned Commercial Tourist with a Qualified Development Overlay (C-T-Q). The Q zone requires approval of an SDP for new development. For increased building height, the Planning Commission is a recommending body, and the City Council is the final decision maker. Staff recommends finding that the project meets the required findings for approval of a SDP, as described in Exhibit 3. Coastal Development Permit (CDP 2023-0022) The project site is located within the Mello II Segment of the Local Coastal Program (LCP) but is not within the appealable jurisdiction of the California Coastal Commission. The site is also located within and subject to the Coastal Resources Protection Overlay Zone. The LCP and Coastal Resource Protection Overlay Zone require approval of a Coastal Development Permit (CDP) for new development. Staff recommends finding that the project is consistent with the relevant policies of the Mello II Segment of the LCP and the Coastal Resource Protection Overlay Zone and meets the required findings for approval of a CDP, as described in Exhibit 3. Environmental Review In accordance with the California Environmental Quality Act (CEQA) and CEQA Guidelines, the City Planner has determined that the project qualified for an exemption pursuant to CEQA Guidelines Section 15332, In-fill Development Projects. On Nov. 30, 2023, a notice of intended decision regarding the environmental determination was advertised and posted on the city’s website. No comment letters or appeals were received and consistent with Chapter 21.54 (Procedures, Hearings, Notices, and Fees) of the Zoning Ordinance the City Planner’s written decision is final. Refer to Exhibit 3 for additional support and justification. January 17, 2024 Item #2 Page 5 of 91 Conclusion Considering the information above and in the referenced attachments, staff has found that the proposed Project is consistent with all applicable policies of the General Plan, Carlsbad Ranch Specific Plan, Local Coastal Program, and the provisions of the Municipal Code and Local Facility Management Zone 13. All required public improvement and utilities are available to serve the proposed development. In addition, there are no environmental issues associated with the Project. The Project is conditioned to ensure the proposed Project’s compatibility with the surrounding properties and that the public health, safety, and welfare of the community are maintained. The Project would be required to comply with all applicable California Building Standards Codes and engineering standards through the standard building permit and civil improvement plan checking process. Staff recommends the Planning Commission adopt the resolution recommending approval of the proposed Project to the City Council as described in this staff report. Exhibits 1. Planning Commission Resolution 2. Location Map 3. Project Analysis 4. Disclosure Form 5. CEQA Determination of Exemption 6. Reduced Project Exhibits 7. Full Size Project Exhibits “A” – “TT” dated Jan. 17, 2024 (on file in the office of the City Clerk). 8. List of Acronyms and Abbreviations January 17, 2024 Item #2 Page 6 of 91 PACIFIC OCEAN CAN N O N R D PASEO D E L N O R T E A V E N I D A E N C I N A S PALO M A R A I R P O R T R D A V I A R A P Y FA RADA Y AV C O L L E G E B L C A R L S B A D B L A R M A D A D R LE G O L A N D D R S A P P HIRE DR F L E E T S T E L A R B O L D R G R A N D P A C IFI C D R WE STOAKS W Y PRI VATE DY TOPM A S T D R G O L D E N E Y E V W SC A U P S T PRIVAT E DY PRIVATE DY E L C AMINO R E A L LA COSTA AV A L G A R D C A R L S B A D B L SDP 2023-0012 / CDP 2023-0022 LEGOLAND CALIFORNIA PROJECT 2025 SITE MAP J SITE!"^ Map generated on: 12/7/2023 EXHIBIT 2 January 17, 2024 Item #2 Page 19 of 91 PROJECT ANALYSIS EXHIBIT 3 (GENERAL PLAN, MUNICIPAL CODE, AND OTHER REGULATIONS) PROJECT ANALYSIS The project is subject to the following regulations: A. General Plan Land Use Designation, Visitor Commercial (VC) B. Commercial Tourist Zone (C-T) Zone (CMC Chapter 21.06); Qualified Development Overlay (Q) Zone (CMC Chapter 21.29); and Coastal Resource Protection Overlay Zone (CMC Chapter 21.203) C. Carlsbad Ranch Specific Plan (SP 207(K)) D. Coastal Development Procedures for the Mello II Segment of the Local Coastal Program (CMC Chapter 21.201); and Coastal Resource Protection Overlay Zone (CMC Chapter 21.203). E. McClellan-Palomar Airport Land Use Compatibility Plan F. Growth Management Ordinance (CMC Chapter 21.90) and Local Facilities Management Plan Zone 13 The recommendation for approval of this project was developed by analyzing the project’s consistency with the applicable regulations and policies. The project’s compliance with each of the above regulations is discussed in detail within the sections below. A. General Plan Land Use Designation, Visitor Commercial (VC) Planning Area 4 of the Carlsbad Ranch Specific Plan (LEGOLAND California) has a General Plan Land Use designation of Visitor Commercial (VC). The VC land use designation is intended to provide sites for commercial uses that serve the travel, retail, shopping, entertainment, and recreation needs of visitors, tourists, and residents. The primary use of the property must be visitor-serving. The proposed project aligns with the purpose of VC land use by updating and enhancing an existing theme park, LEGOLAND California, which contributes to the travel, retail, shopping, entertainment, and recreational needs of visitors, tourists, and residents. The primary use of LEGOLAND California is directed towards serving the needs of visitors. This project also supports the general plan goals as outlined below in Table A: TABLE A – GENERAL PLAN COMPLIANCE ELEMENT USE, CLASSIFICATION, GOAL, OBJECTIVE, OR PROGRAM PROPOSED USES & IMPROVEMENTS COMPLY Land Use & Community Design Goal 2-G.3: Promote infill development that makes efficient use of limited land supply, while ensuring compatibility and integration with existing uses. Ensure that infill properties develop with uses and development The project is in support of these general plan goals and policies because it is an infill project to replace an attraction and enhance an existing theme park which generates revenue, enhances the economy, provides, and creates Yes January 17, 2024 Item #2 Page 20 of 91 PROJECT ANALYSIS (GENERAL PLAN, MUNICIPAL CODE, AND OTHER REGULATIONS) ELEMENT USE, CLASSIFICATION, GOAL, OBJECTIVE, OR PROGRAM PROPOSED USES & IMPROVEMENTS COMPLY intensities supporting a cohesive development pattern. employment opportunities, supports businesses, and influences tourism year-round. Goal 2-G.8: Provide opportunities for continued economic growth and vitality that enhance Carlsbad’s position as a premier regional employment center. Goal 2-G.10: Promote continued growth of visitor-oriented land uses and provide enhanced opportunities for new hotels and visitor-services in desirable locations. Economy, Business Diversity, & Tourism Goal 8-G.2: Facilitate retention, expansion, attraction, and incubation of businesses that meet the city’s economic development objectives. Policy 8-P.5: Encourage increased year-round tourism through such means as working with the Carlsbad Tourism Business Improvement District to help market Carlsbad as a complete multi-day, year-round destination, and by working with other organizations to promote and develop Carlsbad as an ecotourism destination. B. Commercial Tourist Zone (CMC Chapter 21.06); Qualified Development Overlay Zone (CMC Chapter 21.29); Site Development Plan (Chapters 21.06); and Coastal Resource Protection Overlay Zone (CMC Chapter 21.203) All properties within Planning Area 4 of the Carlsbad Ranch Specific Plan (LEGOLAND California) are zoned Commercial Tourist with the Qualified Development Overlay (C-T-Q). The Q overlay January 17, 2024 Item #2 Page 21 of 91 PROJECT ANALYSIS (GENERAL PLAN, MUNICIPAL CODE, AND OTHER REGULATIONS) requires approval of an SDP for new development. The intent of the Q overlay is to ensure that projects will be compatible with surrounding development; and as designed, no special considerations or conditions other than compliance with city codes and regulations are necessary to ensure that the project will be compatible with the existing development on adjacent properties. The C-T zone establishes land uses that are appropriate for serving the tourist community and their needs while visiting Carlsbad. The intent and purpose of the C-T zone is to provide for the development of tourist-oriented attractions and commercial uses that serve the travel and recreational needs of tourists, residents, as well as employees of business and industrial centers. Also, to provide regulations and development standards to ensure such uses are compatible with and designed to protect surrounding properties, ensure safe traffic circulation, and promote economically viable tourist-oriented areas of the city. In addition, it is intended that the C-T zone be placed on properties located near major transportation corridors or recreation areas as designated by the general plan and any applicable specific plans. The goal of the proposed project is to update and enhance the existing theme park, LEGOLAND California, which directly contributes to development of tourist-oriented attractions and commercial uses that serve the travel and recreational needs of tourists, residents, as well as employees of business. This also goes along with the general plan goal to promote continued growth of visitor-oriented land uses and provide enhanced opportunities for new hotels and visitor-services in desirable locations. LEGOLAND California is a fully functioning theme park that meets all requirements to remain open, safe, and operating to the public. This means it is designed and successful at protecting surrounding properties, ensuring safe traffic circulation, and promoting economically viable tourist-oriented areas of the city. Furthermore, LEGOLAND California is a recreation area that is located near major transportation corridors including Cannon Road, Palomar Airport Road, and the San Diego Freeway (Interstate-5). LEGOLAND California is a popular theme park that attracts many visitors, including locals and tourists, and influences travel of people from all over. LEGOLAND California employs many and continues to provide and create job opportunities. Not only do these factors benefit LEGOLAND California, but they also stimulate other commercial uses and businesses within Carlsbad which directly supports the intent and purpose of the VC land use designation and C-T zone. As discussed above, the Q overlay part of the C-T zone requires approval of a Site Development Plan (SDP). The required findings for SDP 2023-0012, with justification for each, are summarized below and contained in the Planning Commission Resolution (Exhibit 1). 1. That the proposed development or use is consistent with the General Plan and any applicable master plan or specific plan, complies with all applicable provisions of January 17, 2024 Item #2 Page 22 of 91 PROJECT ANALYSIS (GENERAL PLAN, MUNICIPAL CODE, AND OTHER REGULATIONS) Chapter 21.06 of the Carlsbad Municipal Code, and all other applicable provisions of this code. The project is consistent with the Visitor Commercial (VC) General Plan Land Use designation as discussed above and is subject to the development standards of the Carlsbad Ranch Specific Plan. The Specific Plan is found to be consistent with the various elements of the General Plan, and the project design complies with the requirements of the Carlsbad Ranch Specific Plan. Removal of an existing attraction and replacement with a new space-themed attraction within the Inner Park is consistent with the goals and vision of the Specific Plan for the LEGOLAND California Inner Park, and the project design complies with all applicable Specific Plan development standards. 2. That the requested development or use is properly related to the site, surroundings, and environmental settings, will not be detrimental to existing development or uses or to development or uses specifically permitted in the area in which the proposed development or use is to be located, and will not adversely impact the site, surroundings, or traffic circulation. Removal of an existing attraction and replacement with a new space-themed attraction within the Inner Park will not be detrimental to existing uses since the area immediately surrounding the project site is also within the theme park, increased landscape setbacks are being provided, and there is significant distance between the proposed project and existing development to the west of Legoland Drive. The proposed new space-themed attraction will not generate any additional traffic and will not adversely impact the site or surroundings because it is part of the developed theme park. 3. That the site for the intended development or use is adequate in size and shape to accommodate the use. The subject site is already developed with an existing theme park attraction, and its replacement with a new space-themed attraction fits within this existing area of the theme park and meets all applicable codes and standards, including increased landscaped setbacks. 4. That all yards, setbacks, walls, fences, landscaping, and other features necessary to adjust the requested development or use to existing or permitted future development or use in the neighborhood will be provided and maintained. The proposed new space-themed attraction is located within the interior of the theme park and will not have any impact on existing or permitted future developments or uses in the neighborhood. All features, structures and landscaping associated with the project will be maintained as part of the theme park. January 17, 2024 Item #2 Page 23 of 91 PROJECT ANALYSIS (GENERAL PLAN, MUNICIPAL CODE, AND OTHER REGULATIONS) 5. That the street systems serving the proposed development or use is adequate to properly handle all traffic generated by the proposed use. There is no traffic increase associated with the proposed project as the project will introduce two new attractions (a Headline and Secondary ride) with the replacement of two existing attractions (“Driving School” and “Junior Driving School”). The existing ride area is approximately 2.38 acres. The new ride area is approximately 2.38 acres. Therefore, there is no net change in major attractions, and there will be no impact on the existing street systems. C. Carlsbad Ranch Specific Plan (207(K)) The subject site is located within Planning Area 4 (LEGOLAND California) of the Carlsbad Ranch Specific Plan (SP207(K)). As demonstrated in Table B below, the proposed project complies with the development standards contained in the Specific Plan. TABLE B: SPECIFIC PLAN COMPLIANCE STANDARDS REQUIRED/ALLOWED PROPOSED/PROVIDED COMPLY Building Height 35 feet (3 levels); or 45 feet w/ increased landscaped setbacks (1 horizontal foot per 1-foot of vertical construction) 44 ft. / 1 level Yes Landscaped Setbacks Legoland Drive (eastern curb line) 35 ft. 55 ft. Yes Building Setbacks Legoland Drive (eastern curb line) 50 ft. min. 115 ft. Yes D. Coastal Development Procedures for the Mello II Segment of the Local Coastal Program (CMC Chapter 21.201); and Coastal Resource Protection Overlay Zone (CMC Chapter 21.203). The project site is located within the non-appealable area of the Coastal Zone and within the Mello II Segment of the Local Coastal Program (LCP). The site is also located within and subject to the Coastal Resources Protection Overlay Zone (Chapter 21.203). The project’s compliance with each of these programs and ordinances is discussed below: 1. Mello II Segment of the Certified Local Coastal Program and all applicable policies The Specific Plan implements the intent of the Visitor Commercial (VC) General Plan Land Use designation and LCP Land Use designation. The Carlsbad Ranch Specific Plan is the January 17, 2024 Item #2 Page 24 of 91 PROJECT ANALYSIS (GENERAL PLAN, MUNICIPAL CODE, AND OTHER REGULATIONS) implementing ordinance for, and is consistent with, the LCP. The proposed replacement of an existing attraction with a new space-themed attraction will not result in any conflicts with the provisions of the LCP. The proposed one-level structure and other secondary space-themed attractions are compatible with existing surrounding development in the inner park. The proposed structure and other space-themed attractions will not obstruct views of the coastline as seen from public lands or the public right-of-way, nor otherwise damage the visual beauty of the coastal zone. No agricultural uses or sensitive resources exist on this previously graded and developed site. The proposed structure is not located in an area of known geologic instability or flood hazard. The site is near the coast, but no public opportunities for coastal shoreline access or water-oriented recreational activities are available from the site. 2. Coastal Resource Protection Overlay Zone The project is consistent with the provisions of the Coastal Resource Protection Overlay Zone (CMC Chapter 21.203 of the Zoning Ordinance) in that the project will adhere to the city’s Master Drainage Plan, Grading Ordinance, Storm Water Ordinance, BMP Design Manual and Jurisdictional Runoff Management Program (JRMP) to avoid increased urban run-off, pollutants, and soil erosion. The project site does not include steep slopes (equal to or greater than 25% gradient) or native vegetation; and, is not located in an area prone to landslides, or susceptible to accelerated erosion, floods, or liquefaction. E. McClellan-Palomar Airport Land Use Compatibility Plan The project site is located approximately 1.3 miles west of the McClellan-Palomar Airport. All areas of the site are located within the Airport Influence Area Review Area 1, and the 60-65 dBA CNEL noise contour. The inner park was considered a compatible land use at these noise levels. Legoland is also within the Airport Overflight Notification Area, which requires recordation of an overflight notification only for new residential uses. However, previous project approvals required, and the developer recorded, a "Notice Concerning Aircraft Environmental Impacts" for the theme park. Finally, the proposed structure’s maximum height of 44 ft. does not exceed the threshold for any notification to the Federal Aviation Administration (FAA). Per the FAA's Part 77, Subpart C, height standards shown in Exhibit 111-3 of the ALUCP, the project's proposed height would need to exceed 481 ft. above mean sea level (MSL) before notification to the FAA is required. The project proposes a height of no more than 206 ft. above MSL, well below the 481 ft. MSL threshold. Therefore, FAA notification is not required. G. Growth Management Ordinance (CMC Chapter 21.90) and Local Facilities Management Plan Zone 13 The proposed project is located within Local Facilities Management Zone 13. The Carlsbad Ranch Specific Plan was found to be in compliance with the Zone 13 Local Facilities Management Plan when adopted and amended. The proposed replacement of an existing January 17, 2024 Item #2 Page 25 of 91 PROJECT ANALYSIS (GENERAL PLAN, MUNICIPAL CODE, AND OTHER REGULATIONS) attraction with a new space-themed attraction is consistent with the Carlsbad Ranch Specific Plan and does not change the growth projections analyzed in the Zone 13 Local Facilities Management Plan. No new facilities analysis is required and no amendment to the facilities plan is necessary. January 17, 2024 Item #2 Page 26 of 91 EXHIBIT 4 January 17, 2024 Item #2 Page 27 of 91 January 17, 2024 Item #2 Page 28 of 91 EXHIBIT 5 January 17, 2024 Item #2 Page 29 of 91 January 17, 2024 Item #2 Page 30 of 91 January 17, 2024 Item #2 Page 31 of 91 January 17, 2024 Item #2 Page 32 of 91 January 17, 2024 Item #2 Page 33 of 91 January 17, 2024 Item #2 Page 34 of 91 January 17, 2024 Item #2 Page 35 of 91 January 17, 2024 Item #2 Page 36 of 91 January 17, 2024 Item #2 Page 37 of 91 January 17, 2024 Item #2 Page 38 of 91 January 17, 2024 Item #2 Page 39 of 91 January 17, 2024 Item #2 Page 40 of 91 January 17, 2024 Item #2 Page 41 of 91 January 17, 2024 Item #2 Page 42 of 91 January 17, 2024 Item #2 Page 43 of 91 120 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 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 . LE G O L A N D C A L I F O R N I A PR 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 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 1 - C O V E R / 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 6 January 17, 2024 Item #2 Page 44 of 91 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 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 / G - 0 0 2 - I N 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 January 17, 2024 Item #2 Page 45 of 91 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 . LE G O L A N D C A L I F O R N I A PR 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 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 - L E 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 January 17, 2024 Item #2 Page 46 of 91 C-001 GRADING TITLE SHEET VICINITY MAP SD WD SS SS FW 100 100 W IW SD WD IW SHEET NO.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 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 - 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 Storer One Legoland Drive Carlsbad, CA 92008 858.334.8938 tom.storer@legoland.com SDP/CDP SUBMITTAL COMMERCIAL DEVELOPMENT RESOURCES (CDR) DELTA DESCRIPTION DATE PR 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 January 17, 2024 Item #2 Page 47 of 91 LIMITS OF DEMOLITION LIMITS OF WORK/DEMOLITION LIMITS OF DEMOLITION 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" STORM DRAIN EX. STORMDRAIN EX. STORM DRAIN BEGIN EX. SEWERLINE EX. SEWER LINE EX. ELECTRIC LINE EX. ELECTRIC LINE BEGIN END EX. STORM DRAIN EXISTING BUILDING TO REMAIN EX. WASHDOWN WATER LINE EX. BUILDING EX. CURB/ADA RAMP EX. FIRE HYDRANT SAWCUT LINE EX. GAS LINE EX. BACKFLOW PREVENTER EX. STAIRS (TO BE BUILT OVER) EX. STORM DRAIN SAWCUT LINE SAWCUT LINE EX. STAIRS SAWCUT LINE LIMITS OF WORK LIMITS OF WORK SAWCUT LINE EX. BUILDING EX. CONCRETE BROW DITCH EX.FH EX. CONCRETE BROW DITCH EX. WET STANDPIPE TO REMAIN ENDEX. SDMH END BEGIN EX. CURB & GUTTER EX. CURB & GUTTER EX. PAVERS EX. SSMH EX. ELECT LINE EX. GAS LINE EX. 8" WATER MAIN EX. SEWER MAIN EX. PAVERS EX. STORMDRAIN EX. IRRIGATION VALVES COORDINATE TRENCHING & REPLACEMENT OF EXISTING CANOPY FOOTINGS DURING STORM DRAIN INSTALLATION. SEE SHEET C-007 EX. STORM DRAIN EX. PATIO & OVERHEAD STRUCTURE COORDINATE TRENCHING & REPLACEMENT OF EXISTING CANOPY & HARDSCAPE DURING STORM DRAIN INSTALLATION.SEE SHEET 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 2 15 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 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 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 6 6 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. STORM DRAIN SAWCUT LINE. COORDINATE W/ PAVER LAYOUT TO REDUCE DEMOLITION SAWCUT LINE SAWCUT LINE SAWCUT LINE SAWCUT LINE LIGHT1 EX. STAIRS (TO BE BUILT OVER) 1 2 2 EX. WATER LINE 1 28 EX. WATER LINE 1 1 16 EX. SEWER LINE 1 EX. RW LINE 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 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 - 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 Storer One Legoland Drive Carlsbad, CA 92008 858.334.8938 tom.storer@legoland.com SDP/CDP SUBMITTAL COMMERCIAL DEVELOPMENT RESOURCES (CDR) DELTA DESCRIPTION DATE PR O J E C T 2 0 2 5 SDP2023-0012/CDP2023-0022 28 January 17, 2024 Item #2 Page 48 of 91 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 MA X 2: 1 MA X 2: 1 MA X EX. BUILDING TO REMAIN (+-166.30FF) EX. BUILDING TO REMAIN 163 162 163164 163 162 166 165 164 163 162 16 1 162 163 16 4 162 2. 0 % 2.0% 160 160 159 160 162 161161 162 16 2 1.4% 162 162 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 160 160 160 162 161 1 6 2 161 1. 7 % 2.0% 1. 0 % 16 2 162 163 1 . 0 % 1. 0 % 2.0% RID G E RID G E RIDG E 1.8% RI D G E 1.5 % 162 162 159 1 6 1 160 161 16 1 1 6 1 (159.04FF) EX. BLDG 2.0% 1.8%1.5% 16 3 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 162.20 FL-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 WALL TO 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 REMAIN HMAX=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-3 HMAX=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 16 2 16 1 16 2 16 2 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 PORTAL TYP) 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 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 - 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 Storer One Legoland Drive Carlsbad, CA 92008 858.334.8938 tom.storer@legoland.com SDP/CDP SUBMITTAL COMMERCIAL DEVELOPMENT RESOURCES (CDR) DELTA DESCRIPTION DATE PR O J E C T 2 0 2 5 SDP2023-0012/CDP2023-0022 January 17, 2024 Item #2 Page 49 of 91 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% 16 2 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 16 2 3 . 3 % 162 162 1.0% 1.0% 2.0% 1. 2 % 1 . 0 % 162 162 16 3 1. 0 % 16 1 162 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 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 - 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 Storer One Legoland Drive Carlsbad, CA 92008 858.334.8938 tom.storer@legoland.com SDP/CDP SUBMITTAL COMMERCIAL DEVELOPMENT RESOURCES (CDR) DELTA DESCRIPTION DATE PR 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 January 17, 2024 Item #2 Page 50 of 91 A A B B C C A-A HORZ. SCALE: 1"=20' VERT. SCALE: 1"=10' 1 1 PROPOSED BUILDING LOWER LEVEL 156.92 FF PROPOSED BUILDING 1ST LEVEL 162.75 FF 211.6'61.6'24.2'80.2' 3.2' PROPOSED SIDEWALK PROPOSED QUEUE LINE 10.0'17.0' PROPOSED SIDEWALK 5.8 3 ' 12.4' PROPOSED LANDSCAPE EXISTING DRIVE AISLE (N.A.P)EXISTINGGRADE EXISTINGGRADE(161.53TC) (161.04FS) 162.53FS 162.53FS 162.29FS162.18FS 162.18FS TEMPORARY CONSTRUCTIONSLOPELIMIT OF OVER-EX LIMIT OFOVER-EX PROPOSEDFIRE LINES PROPOSED DOMESTICWATER LINE PROPOSED WASHDOWNLINE 162.50TC 162.00FS) PROPOSED MARSTHEME BOULDER PROPOSEDMARS THEME BOULDER 4" PERFORATED SUBDRAIN4" PERFORATED SUBDRAIN REMOVE EX. STRUCTURE EX. JUNCTION #1 RIM: 162.53 24" 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 #2 RIM: 162.12 24" 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-2 RIM: 160.63 24" INV. IN: 143.30 ( PROP JUNCTION #2) 24" INV. OUT: 143.30 156.39INV PROP. 12" STORM DRAIN PROP. 35'-50' DEEP FOUND.STRUCTURAL PILES.SHOWN FOR REFERENCE ONLY. 160.53TC160.20FS 5.6' 3.9' C-C HORZ. SCALE: 1"=20' VERT. SCALE: 1"=10' 1 1 PROPOSED BUILDING LOWER LEVEL 156.92 FF 116.0'11.2'8.0'18.4' EXISTING 162.13INV SUBDRAIN 162.00FG 162.59FS-BW (165.44TW) 159.60INV PROP. 12" STORMDRAIN LINE EXISTING CMP 24" STORM DRAIN TO BE ABANDONED(147.05INV) 162.00FS 161.84FS 161.00FG 160.00FG 159.12FL 160.00FG 162.00FG 163.00FG PROPOSED FIRE LINE LIMITS OF GRADING TEMPORARY CONSTRUCTION SLOPELIMIT OF OVER-EX EXISTING GRADE EXISTINGGRADE (EXISTING RETAINING WALL) SEE NOTE BELOW. PROPOSEDWASHDOWN LINE 4" PERFORATEDSUBDRAIN 2.0% 4"PERFORATED SUBDRAIN PROP. 35'-50' DEEP FOUND. STRUCTURAL PILES. SHOWN FORREFERENCE ONLY. 1.0% 162.52FS B-B HORZ. SCALE: 1"=20' VERT. SCALE: 1"=10' 1 1 PROPOSED BUILDING LOWER LEVEL 156.92 FF PROPOSED BUILDING 1ST LEVEL 162.75 FF 5. 8 3 ' 25.2'90.2'6.9'8.0'22.4' EXISTING GRADE EXISTING GRADE 165.70TW 162.61BW 162.75FS 158.80INV PROP. 12" STORMDRAIN LINE PROPOSED FIRE LINE PROPOSED WASHDOWN LINE PROPOSED PERFORATED PIPE PROPOSED RETAININGWALL LIMITS OF GRADING 161.50FS 161.34FS 159.00FL 163.00FG 162.00FG 164.00FG 165.00FG 156.61INV PROP. 8" STORMDRAIN LINE LIMIT OF OVER-EX TEMPORARY CONSTRUCTION SLOPE LIMIT OF OVER-EX EXISTING 24" CMP STORM DRAIN TO BEABANDONED (145.29INV) 2.0% PROPOSED +-1.5' WIDE VEGETATED SWALE 4" PERFORATED SUBDRAIN 4" PERFORATED SUBDRAIN PROP. 35'-50' DEEPFOUND.STRUCTURAL PILES. SHOWN FOR REFERENCE 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 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 - 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 Storer One Legoland Drive Carlsbad, CA 92008 858.334.8938 tom.storer@legoland.com SDP/CDP SUBMITTAL COMMERCIAL DEVELOPMENT RESOURCES (CDR) DELTA DESCRIPTION DATE PR O J E C T 2 0 2 5 SDP2023-0012/CDP2023-0022 January 17, 2024 Item #2 Page 51 of 91 EX LANDSCAPING (N.A.P.)EX LANDSCAPING (N.A.P.) 163 162 163164 163 162 166 165 164 163 162 16 1 162 163 16 4 162 160 160 159 160 162 161161 162 16 2 162 162160 160 160 162 161 1 6 2 161 16 2 162 1 6 3 162 162 159 1 6 1 1 6 0 161 16 1 1 6 1 16 3 16 1 162 163 162 162 161 16 2 162 16 1 16 2 16 2 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 48 161.95TG 159.95INV 160.90TG 159.68INV 161.91TG 159.93INV 158.80TG 156.48INV 161.72TG159.72INV 162.20TG 160.20INV 161.95TG 159.04INV 162.25TG 159.42INV 161.96TG 159.64INV 162.30TG 160.50INV 162.07TG 160.02INV 162.46TG 159.28INV 162.06TG 159.39INV 158.79INV 161.10TG 159.75INV 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 162.30TG 159.95INV 159.94INV 162.33TG 158.61INV 159.46INV 156.43INV 55 54 5454 54 54 54 54 58 57 58 58 58 58 48 162.25TG 158.92INV 58 162.50TG 160.50INV57 52 57 57 57 59 46 158.24INV 50 58 52 53 53 57 40 40 46 162.04TG 162.04INV58 EX. 24" STORM DRAIN LINE TO BE ABANDONED. SLURRY FILL W/ CLSM PROP. FUTURE QUEUE LINE 162.25TG 159.07INV 160.46INV 159.21INV 159.14INV 48 159.18INV 159.12INV49 159.14INV48 60 60 60 162.15TG 160.36INV 57 53 53 53 ABANDON/REMOVE EXISTING SDMH/CLEANOUT (148.70INV) 61 61 S= 0 . 0 1 S=0.01 S=0.01S=0.01 S= 0 . 0 1 57 58 40 EX. STORM DRAIN LINE TO REMAIN. 62 161.14TG 159.44INV 5749159.29INV 51 158.86INV 48 LIMITS OF WORK (TYP.) LIMITS OF GRADING (TYP.) (150.61INV 24" CMP) EX. 24" CMP TO REMAIN 48 EX. STORM DRAIN LINE TOREMAIN. 60 60 44 46 S=0.01 51 60 45 155.30INV162.12RIM 154.50INV-IN 158.00INV-IN (144.42INV) 155.63INV45 41 60 EX. 24" STORM DRAIN LINE TO BE REMAIN 154.55INV 59 155.40INV SEE STORM DRAIN PLAN & PROFILE SHEET C-007 FOR 24" STORM DRAIN REALIGNMENT EXISTING BUILDING TO REMAIN EXISTING BUILDING TO REMAIN EX. 24" STORM DRAIN LINE TO BE ABANDONED. SLURRY FILL W/ 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 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 - 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 Storer One Legoland Drive Carlsbad, CA 92008 858.334.8938 tom.storer@legoland.com SDP/CDP SUBMITTAL COMMERCIAL DEVELOPMENT RESOURCES (CDR) DELTA DESCRIPTION DATE PR O J E C T 2 0 2 5 SDP2023-0012/CDP2023-0022 January 17, 2024 Item #2 Page 52 of 91 163 162 163164163162 166 165 164163 162 16 1 162163 16 4 162 160 160 159 160 162 161161 162 16 2 162 162160 160 160 162161 1 6 2 161 16 2 162 163 162 162 159 1 6 1 1 6 0 161 16 1 1 6 1 16 3 16 1 162 163 162 162 161 16 2 162 16 1 16 2 16 2 162.75FFE 162.33PAD (5" CONC SLAB) 0+ 0 0 1+00 2+00 3+00 3+21 SDMH-2 RIM: 163.73 24" INV. IN: 147.25 (SDMH-1) 24" INV. OUT: 147.22 (45 DEG BEND A) SDMH-1 RIM: 162.25 8" INV. IN: 158.00 6" INV. IN: 159.00 (24" INV. IN: 149.60) 24" INV. OUT: 149.60 (SDMH-2) EX. CB-0 RIM: 160.92 24" 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 EXISTING BUILDING EXISTING BUILDING 6262 62 63 52 48 52 LIMITS OF WORK (TYP.)EX. STORM DRAINLINE TO REMAIN. 156.92FFE 156.50PAD (5" CONC OR GRAVEL) EX. 24" CMPSTORM DRAINLINE TO BE ABANDONED.EX. 24" CMP STORM DRAIN LINE 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-2 STA: 0+85.47 RIM: 163.73 INV. IN: 147.25 (SDMH-1) INV. OUT: 147.22 (45 DEG BEND A)SDMH-1 STA: 3+21.35 RIM: 162.25 INV. IN: 149.60 () INV. OUT: 149.60 (SDMH-2) EX. CB-0 RIM: 160.92 24" INV. IN: 146.45 (45 DEG BEND A) 24" INV. OUT: 143.30 () ELECTRIC 12KV ELEV.: 157.16 EX. 8 INCH SEWER MAIN ELEV.: 156.77 GAS MAIN ELEV.: 158.75 WATER MAIN ELEV.: 158.68 PROP. FINISHED GRADE EX. GRADE EX.SERVICE ROAD GRADE EXISTING SD 6 INCH ELEV.: 161.66 EX. RW IRRIGATIONLINE 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 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 - 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 Storer One Legoland Drive Carlsbad, CA 92008 858.334.8938 tom.storer@legoland.com SDP/CDP SUBMITTAL COMMERCIAL DEVELOPMENT RESOURCES (CDR) DELTA DESCRIPTION DATE PR O J E C T 2 0 2 5 SDP2023-0012/CDP2023-0022 January 17, 2024 Item #2 Page 53 of 91 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" SS 158.50BOTT-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 162.00 INV 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 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 - 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 Storer One Legoland Drive Carlsbad, CA 92008 858.334.8938 tom.storer@legoland.com SDP/CDP SUBMITTAL COMMERCIAL DEVELOPMENT RESOURCES (CDR) DELTA DESCRIPTION DATE PR O J E C T 2 0 2 5 SDP2023-0012/CDP2023-0022 January 17, 2024 Item #2 Page 54 of 91 EXISTING BUILDING P R I V A T E A C C E S S R O A D EXISTING BUILDING 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 EXI S T I N G F I R E L A N 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 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 - 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 Storer One Legoland Drive Carlsbad, CA 92008 858.334.8938 tom.storer@legoland.com SDP/CDP SUBMITTAL COMMERCIAL DEVELOPMENT RESOURCES (CDR) DELTA DESCRIPTION DATE PR O J E C T 2 0 2 5 SDP2023-0012/CDP2023-0022 January 17, 2024 Item #2 Page 55 of 91 LIMIT OF WORK EXISTING DRIVING SCHOOL ATTRACTION 1 EXISTING INDIAN LAUREL FIG TREE (FICUS MICROCARPA) TO REMAIN. SE R V I C E R O 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 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: 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 PR 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 Storer One Legoland Drive Carlsbad, 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 92024 571 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 LANDSCAPE DEMOLITION PLAN L-0011 January 17, 2024 Item #2 Page 56 of 91 163 162 163164 163 162 166 165 164 163 162 16 1 162 163 16 4 162 160 160 159 160 162 161161 162 16 2 162 162160 160 160 162 161 1 6 2 161 16 2 162 1 6 3 162 162 159 1 6 1 160 161 16 1 1 6 1 16 3 16 1 162 163 162 162 161 16 2 162 16 1 16 2 16 2 STROLLER PARKING LIMIT OF WORK NEW RETAINING WALL (REFER TO GRADING 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 S T I N G MI D W A Y 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 & REPLACE EXISTING CURBS TO WIDEN MIDWAY 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 ASPHALT PAVEMENT 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 MIDWA Y 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 PLAY FEATURES NEW COLORED & TEXTURED CONCRETE PAVEMENT NEW RIDE EXISTING CONCRETE INTERLOCKING PAVERS EXISTING RESTAURANT EXISTING CONCRETE INTERLOCKING PAVERS EXISTING ASPHALT PAVEMENT 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 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: 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 PR 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 Storer One Legoland Drive Carlsbad, 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 92024 571 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 January 17, 2024 Item #2 Page 57 of 91 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 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 SD SD SD SD SD SD SD SD IW IW IW IW IW IW IW SS SS SS SS SS SS SS SS G G IW IW IW IW IW IW SD IW SD SD SD SD SD SD SD SD SD IW IW IW IW SD SD SD SD SD SD IW IW IW IW IW IW IW SD SD SD SD SD SDSDSDSD 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 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 SD 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 SD 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 SD 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 16 1 162 163 16 4 162 160 160 159 160 162 161161 162 16 2 162 162160 160 160 162 161 1 6 2 161 16 2 162 1 6 3 162 162 159 1 6 1 160 161 16 1 1 6 1 16 3 16 1 162 163 162 162 161 16 2 162 16 1 16 2 16 2 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 I S T I N G S E R V I C E R O 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 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: 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 PR 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 Storer One Legoland Drive Carlsbad, 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 92024 571 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 January 17, 2024 Item #2 Page 58 of 91 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 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: 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 PR 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 Storer One Legoland Drive Carlsbad, 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 92024 571 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 January 17, 2024 Item #2 Page 59 of 91 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 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: 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 PR 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 Storer One Legoland Drive Carlsbad, 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 92024 571 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. January 17, 2024 Item #2 Page 60 of 91 NEW RIDE BUILDING 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 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: 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 PR 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 Storer One Legoland Drive Carlsbad, 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 92024 571 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 January 17, 2024 Item #2 Page 61 of 91 120 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 . LE G O L A N D C A L I F O R N I A PR 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 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 - P R 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 January 17, 2024 Item #2 Page 62 of 91 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 OF3 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" (I F 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 . LE G O L A N D C A L I F O R N I A PR 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 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 0 - L I 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 January 17, 2024 Item #2 Page 63 of 91 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 TR A N S F O R M E R 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 120 ' - 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 LC _ 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 January 17, 2024 Item #2 Page 64 of 91 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 ENTRANCE 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 " BUILDI NG SETBACK FROM EAST ERN CURB OF LEGOLAND DRIVE 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 " 1 8' - 9 " 34 ' - 5 " ORI GINAL LANDSCAPE SETBACK EXISTING SIDEWALK EASTERN CURB OF LEGOLAND DRIVE 50' - 0" 45' - 0" 10' - 0"55' - 0" TOTAL LANDSCAPE SETBACK PROVI DED BUILDI NG SETBACK 115' - 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 . LE G O L A N D C A L I F O R N I A PR 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 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 - A R 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 January 17, 2024 Item #2 Page 65 of 91 FE FE EE A-5012 1 1 2 2 3 3 4 4 5 5 6 6 7 7 10 10 11 11 13 13 DD CC AA A-501 1 25 ' - 6 " 47 ' - 0 " 42 ' - 6 " 290' - 10" 11 5 ' - 0 " BB 72 ' - 6 " 4' - 0 " A-501 4 A-501 3 3 A-604 1 A-601 2 A-601 25 ' - 6 " 47 ' - 0 " 15 ' - 6 " 27 ' - 0 " 11 5 ' - 0 " 449 SF CONTROL ROOM 122 608 SF INTERACTIVE ZONE 1 (MEET THE SQUAD) 103 284 SF HOLDING/PREBATCH 106 599 SF QUEUE 3 108 1303 SF COVERED UN-CONDITIONED QUEUE 001 536 SF QUEUE 2 104 849 SF INTERACTIVE ZONE 2 (BUILD AND MISSION BRIEF) 107 173 SF ELECTRICAL AV/IDF ROOM 114 99 SF CONTROL ROOM 121 17900 SF RIDE 120 431 SF ENTRY 101 3 A-601 252 SF ELEC. 125 235 SF MECH./ELEC. 126 974 SF MAINTENANCE 127 119 SF STAIR 2 123 154 SF MECH./ELEC. 128 1210 SF LOAD PLATFORM 109 0' - 0" -5' - 10" 0' - 0" -5' - 10" 0' - 0" 9 9 8 8 12 12 448 SF UNLOAD CIRCULATION 110B 264 SF DECONTAMINATION 10584 SF STORAGE 113 439 SF RETAIL 112 1186 SF BRICK BUILDING 130 146 SF 115 STORAGE 1 A-603 2 A-603 1 A-604 2 A-604 1 A-602 2 A-602 -1' - 5"STAIR 1 124 OPERATOR 003 EXTERIOR FLAT RIDE BY OWNER VENDOR A-811 3 0' - 0" MA T C H L I N E 25' - 10"30' - 0"30' - 0"30' - 0"30' - 0"20' - 0"25' - 0"38' - 0"26' - 0"18' - 0"18' - 0" 235' - 10"55' - 0" A-8115 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 : 2 5 : 1 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-110 LEVEL 1 - REFERENCE FLOOR PLAN - OVERALL 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 . LE G O L A N D C A L I F O R N I A PR 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 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 1 0 - L E V E L 1 - R E F E R E N C E F L O O R P L A N - O V E R A L L / O A 75% CONSTRUCTION DOCUMENTS Orcutt HHCP LLC 0" 8'-0" 16'-0"32'-0" 1/16" = 1'-0"1 LEVEL 1 - ARCHITECTURAL FLOOR PLAN - OVERALL SHEET NOTES A. SEE SHEET G-002 FOR SYMBOLS & GENERAL NOTES. REFER TO G-003 FOR ABBREVIATION LIST B. REFER TO LIFE SAFETY FOR RATED WALL INFORMATION. C. REFER TO ZONE PLANS FOR BUILDING & ENLARGED ELEVATIONS AND WALL SECTION MARKS. D. REFER TO ZONE PLANS FOR BUILDING & ENLARGED ELEVATIONS AND WALL SECTION MARKS. E. RIDE INFORMATION PROVIDED FOR REFERENCE. REFER TO RIDE VENDOR FOR COMPLETE RIDE INFORMATION. 12 3 4 KEY PLAN DELTA DESCRIPTION DATE SDP/CDP SUMITTAL NOT FOR CONSTRUCTION SDP/CDP SUMITTAL January 17, 2024 Item #2 Page 66 of 91 UP S S OS SOS S SOS SOS EE 7 7 10 10 11 11 13 13 DD CC AA A-522 4 BB MA T C H L I N E MA T C H L I N E 1303 SF COVERED UN-CONDITIONED QUEUE 001 449 SF CONTROL ROOM 122 608 SF 103 INTERACTIVE ZONE 1 (MEET THE SQUAD) 536 SF QUEUE 2 104 284 SF HOLDING/PREBATCH 106 173 SF ELECTRICAL AV/IDF ROOM 114 99 SF CONTROL ROOM 121 849 SF 107 INTERACTIVE ZONE 2 (BUILD AND MISSION BRIEF) 599 SF QUEUE 3 108 25' - 0"30' - 0"15' - 0"19' - 0"18' - 0"18' - 0" A-522 2 COLD-FORMED METAL STUD WALL WITH EXTERIOR EIFS INSULATION SYSTEM, CEMENT BOARD AND SMOOTH ACRYLIC FINISH SYSTEM; WOOL BATT INSULATION IN WALL CAVITY AND 5/8" GYPSUM BOARD ON INSIDE FACE. REFER TO CODE SHEET FOR MAXIMUM U-VALUE. INSULATED METAL FLAT PANELS, OVER Z-GIRTS, LINER INSULATION OVER P.E.M.B METAL FRAMING STRUCTURE. PROVIDE THERMAL BLOCK BETWEEN GIRTS AND METAL PANEL. REFER TO CODE SHEET FOR MAXIMUM U-VALUE. QUEUE RAILING ALUMINUM GATE WITH PANIC HARDWARE A-521 1 A-5111 A-511 2 A-512 1 A-512 2 6' - 0" QUEUE RAILING P.E.M.B FRAMING STRUCTURE AIR LOCK 1 MOVABLE W ALK 1210 SF LOAD PLATFORM 109 17900 SF RIDE 120 ALUMINUM ENTRANCE DOOR ALUMINUM STOREFRONT ROOF ACCESS LADDER WITH PLATFORM AND SECURED PANEL BREAKAWAY QUEUE RAILING QUEUE RAILING ENTRY 101 9 9 8 8 P.E.M.B FRAMING STRUCTURE 12' - 11 1/2" 45' - 4 1/2" 12 12 439 SF RETAIL 112 84 SF STORAGE 113 264 SF DECONTAMINATION 105 A-521 2 A-522 3 A-5213 114 A-524 5 A-524 6 A-515 3 133B 133A 130A 1186 SF BRICK BUILDING 130 146 SF STORAGE 115 112A 107 112B 110A 122 001C 001B 001A 101B 104 101C 108 A-523 1 106 448 SF UNLOAD CIRCULATION 110B 78 SF PHOTO RENDITION 111 110B G003 G004 G005 ALUMINUM GATE ACCESS GATE 2 A-421 LAMINATED LOCKER STATION, OPEN FRONT AND BACK BREAKAWAY QUEUE RAILING ALUMINUM GATE WITH PANIC HARDWARE G002 G001 C8 C8 C8 J3 C8 J3 C8 C8 C8 C8 C8 C8 5' - 8 " 20 ' - 4 1 / 8 " 6" 6' - 2 " 6" 32 ' - 2 1 / 2 " 6" 21 ' - 0 " 6" 26 ' - 7 3 / 8 " 17' - 7"6"17' - 6" A-411 1 A-411 2 A-411 3 A-412 1 A-411 4 A-413 4 A-412 2 A-413 2 AIR LOCK 1 116 AIR LOCK 2 117 A-413 1 5' - 0" QUEUE 1 102 C8 C8 C8 CUSTOM ALUMINUM FRAME CANOPY WITH PERFORATED METAL & EXTERIOR GRADE ACRYLIC PANEL 101 121 STANCHION ROPE QUEUE RAILING A-431 4 A-432 1 WALKING PLATFORM SF-1 SF-2 SF-2 SF-2 SF-3 SF-3 WALKING PLATFORMREGULAR LINEFAST PASS LINESHOW SET BY OWNER 103 116G STANCHION ROPE 3' - 0" SF-3 SF-3 A-711 12 A-521 4 A-5232 ALUMINUM GATE WITH PANIC HARDWARE G010 GAME EQUIPMENTS ARCHITECTURAL WOOD CASEWORK ARCHITECTURAL WOOD CASEWORK 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 : 3 8 : 0 1 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-111 LEVEL 1 - FLOOR PLAN - ZONE 1 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 . LE G O L A N D C A L I F O R N I A PR 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 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 1 1 - L E V E L 1 - F L O O R P L A N - Z O N E 1 / O A 75% CONSTRUCTION DOCUMENTS Orcutt HHCP LLC SHEET NOTES A. SEE SHEET G-002 FOR SYMBOLS & GENERAL NOTES. REFER TO G-003 FOR ABBREVIATION LIST B. REFER TO A-010 SHEET FOR CODE SUMMARY. C. REFER TO A-011 SHEET FOR LIFE SAFETY PLANS, FIRE RATINGS, AND EGRESS INFORMATION. D. REFER TO OVERALL REFERENCE PLANS FOR OVERALL ELEVATION AND BUILDING SECTION MARKS. 0" 4'-0" 8'-0"16'-0" 1/8" = 1'-0"1 LEVEL 1 - ARCHITECTURAL FLOOR PLAN - ZONE 1 12 3 4 KEY PLAN DELTA DESCRIPTION DATE SDP/CDP SUMITTAL NOT FOR CONSTRUCTION SDP/CDP SUMITTAL January 17, 2024 Item #2 Page 67 of 91 UP SOS SOS SOS FE FE EE 1 1 2 2 3 3 4 4 5 5 6 6 7 7 DD CC AA BB MA T C H L I N E MA T C H L I N E 17900 SF RIDE 120 72 ' - 6 " 15 ' - 6 " 27 ' - 0 " 87 ' - 5 5 / 8 " 5' - 6 3 / 8 " 12 ' - 0 " 3' - 6 " 6' - 6 " 11 5 ' - 0 " 28' - 0"72' - 10"41' - 8"23' - 4" 29' - 3" 25' - 10"30' - 0"30' - 0"30' - 0"30' - 0"20' - 0" 25' - 10"30' - 0"30' - 0"30' - 0"30' - 0"20' - 0" 252 SF ELEC. 125 235 SF MECH./ELEC. 126 974 SF MAINTENANCE 127 154 SF MECH./ELEC. 128 119 SF STAIR 2 123 INSULATED OVERHEAD COILING DOOR. HM DOOR & FRAME VEHICLE RIDE AND CLEARANCE ENVELOPE METAL STAIR WITH EXPANDED METAL TREADS, GUARD RAILS AND HANDRAILS METAL STAIR WITH EXPANDED METAL TREADS, GUARD RAILS AND HANDRAILS 11 5 / 8 " A-513 2 A-512 1 A-512 2 A-513 1 AIR LOCK 2 P.E.M.B FRAMING STRUCTURE CHAIN LINK FENCE CAST-IN-PLACE CONCRETE FLOOR SLAB OVER VAPOR BARRIER AND COMPACTED GRADE METAL STAIR WITH EXPANDED METAL TREADS, GUARD RAILS AND HANDRAILS GRAVEL OVER PERMEABLE VAPOR BARRIER MOP SINK METAL STAIR WITH EXPANDED METAL TREADS, GUARD RAILS AND HANDRAILS A-522 1 132B 125 126 128 120A 124A 124B 123A 123B 127B 127A STAIR 1 124 CHAIN LINK GATE 1186 SF BRICK BUILDING 130 GAME EQUIPMENTS 128 C8 C8 C8 C8 C8 2A6 2A6 2A6 2A6 A-413 3 A-413 2 AIR LOCK 2 117 A-421 1 A-422 1 A-423 1 A-423 3 C8 C8 A-433 3 A-711 11 SIM 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 : 5 4 : 5 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-112 LEVEL 1 - FLOOR PLAN - ZONE 2 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 . LE G O L A N D C A L I F O R N I A PR 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 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 1 2 - L E V E L 1 - F L O O R P L A N - Z O N E 2 / O A 75% CONSTRUCTION DOCUMENTS Orcutt HHCP LLC SHEET NOTES A. SEE SHEET G-002 FOR SYMBOLS & GENERAL NOTES. REFER TO G-003 FOR ABBREVIATION LIST B. REFER TO A-010 SHEET FOR CODE SUMMARY. C. REFER TO A-011 SHEET FOR LIFE SAFETY PLANS, FIRE RATINGS, AND EGRESS INFORMATION. D. REFER TO OVERALL REFERENCE PLANS FOR OVERALL ELEVATION AND BUILDING SECTION MARKS. 0" 4'-0" 8'-0"16'-0" 1/8" = 1'-0"1 LEVEL 1 - ARCHITECTURAL FLOOR PLAN - ZONE 2 12 3 4 KEY PLAN DELTA DESCRIPTION DATE SDP/CDP SUMITTAL NOT FOR CONSTRUCTION SDP/CDP SUMITTAL January 17, 2024 Item #2 Page 68 of 91 S S OS SOS SOS 5 5 6 6 7 7 10 10 11 11 13 13 AA A-522 4 A-522 2 A-521 1 A-511 2 A-512 1 A-512 2 9 9 8 8 12 12 MA T C H L I N E 284 SF HOLDING/PREBATCH 106 173 SF ELECTRICAL AV/IDF ROOM 114 849 SF INTERACTIVE ZONE 2 (BUILD AND MISSION BRIEF) 107 6' - 0" Not Enclosed UNLOAD PLATFORM 110 ALUMINUM ENTRANCE DOOR ALUMINUM STOREFRONT 439 SF RETAIL 112 STORAGE 113 BRICK BUILDING 130 TOT SPOT PLAYSCAPE A-522 3 A-522 1 A-515 1 A-515 3 26 ' - 6 " 46' - 0" 10 ' - 1 0 3 / 4 " 5' - 4 1/4"14' - 8"25' - 0"38' - 0" 3' - 4"25' - 7 3/4" 6' - 0" 3' - 4 " 10 ' - 0 1 / 4 " A-523 1 130A 132B 133A 133B 114 CUSTOM PLAYGROUND EQUIPMENT BY OWNER VENDOR CUSTOM PLAYGROUND EQUIPMENT BY OWNER VENDOR LAMINATED LOCKER STATION, OPEN FRONT AND BACK ACCESS GATE 146 SF STORAGE 115 SF-3 SF-3 SF-1 A-521 4 A-5232 20' - 10 1 /2" 37' - 5" 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 2 : 1 0 : 1 3 P 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-113 LEVEL 1 - FLOOR PLAN - ZONE 3 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 . LE G O L A N D C A L I F O R N I A PR 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 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 1 3 - L E V E L 1 - F L O O R P L A N - Z O N E 3 / O A 75% CONSTRUCTION DOCUMENTS Orcutt HHCP LLC 0" 4'-0" 8'-0"16'-0" 1/8" = 1'-0"1 LEVEL 1 - ARCHITECTURAL FLOOR PLAN - ZONE 3 12 3 4 KEY PLAN SHEET NOTES A. SEE SHEET G-002 FOR SYMBOLS & GENERAL NOTES. REFER TO G-003 FOR ABBREVIATION LIST B. REFER TO A-010 SHEET FOR CODE SUMMARY. C. REFER TO A-011 SHEET FOR LIFE SAFETY PLANS, FIRE RATINGS, AND EGRESS INFORMATION. D. REFER TO OVERALL REFERENCE PLANS FOR OVERALL ELEVATION AND BUILDING SECTION MARKS. DELTA DESCRIPTION DATE SDP/CDP SUMITTAL NOT FOR CONSTRUCTION SDP/CDP SUMITTAL January 17, 2024 Item #2 Page 69 of 91 5' - 6" 8' - 0" 3' - 6" 2' - 0 " 26' - 0" 2 7' - 8 " OPERATOR 003 Q-LINE 006 RIDE SAFETY ENVELOPE 24' - 7 1/2" A-524 5 A-514 1 A-524 6 G008 G007 G009 EXTERIOR FLAT RIDE BY OWNER VENDOR QUEUE RAILING A-524 1 A-524 3 A-524 4 A-524 2 CUSTOM ALUMINUM FRAME CANOPY WITH PERFORATED METAL & EXTERIOR GRADE ACRYLIC PANEL G011 QUEUE RAILING QUEUE RAILING SF-4 11' - 4" 11' - 4" 43' - 3" 25' - 3" 100' - 7 1/2" 5' - 8" 5' - 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 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 2 : 1 0 : 2 5 P 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-114 LEVEL 1 - FLOOR PLAN - ZONE 4 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 . LE G O L A N D C A L I F O R N I A PR 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 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 1 4 - L E V E L 1 - F L O O R P L A N - Z O N E 4 / O A 75% CONSTRUCTION DOCUMENTS Orcutt HHCP LLC 0" 4'-0" 8'-0"16'-0" 1/8" = 1'-0"1 FLAT RIDE - LEVEL 1 - ARCHITECTURAL FLOOR PLAN - ZONE 4 12 3 4 KEY PLAN SHEET NOTES A. SEE SHEET G-002 FOR SYMBOLS & GENERAL NOTES. REFER TO G-003 FOR ABBREVIATION LIST B. REFER TO A-010 SHEET FOR CODE SUMMARY. C. REFER TO A-011 SHEET FOR LIFE SAFETY PLANS, FIRE RATINGS, AND EGRESS INFORMATION. D. REFER TO OVERALL REFERENCE PLANS FOR OVERALL ELEVATION AND BUILDING SECTION MARKS. STANCHION ROPE STANCHION ROPE DELTA DESCRIPTION DATE SDP/CDP SUMITTAL NOT FOR CONSTRUCTION SDP/CDP SUMITTAL January 17, 2024 Item #2 Page 70 of 91 EE A-5012 1 1 2 2 3 3 4 4 5 5 6 6 7 7 10 10 11 11 13 13 DD CC AA A-501 1 BB A-501 4 A-501 3 3 A-604 1 A-601 2 A-601 3 A-601 ROOF BELOW ROOF BELOW 25' - 10"30' - 0"30' - 0"30' - 0"30' - 0"20' - 0"70' - 0"19' - 0"36' - 0" STAIR 2 123 OPEN TO BELOW RIDE 120 OPEN TO BELOW CEILING LID BELOW CEILING LID BELOW 9 9 8 8 12 12 1 A-603 2 A-603 1 A-602 2 A-602 Work in progress, do not delete. Alfredo ROOF BELOW STAIR 1 124 120 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 2 : 2 5 : 2 0 P 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-120 ARCHITECTURAL PLANS - EGRESS PLATFORM LEVEL - OVERALL 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 . LE G O L A N D C A L I F O R N I A PR 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 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 2 0 - A R C H I T E C T U R A L P L A N S - E G R E S S P L A T F O R M L E V E L - O V E R A L L / O A 75% CONSTRUCTION DOCUMENTS Orcutt HHCP LLC 0" 8'-0" 16'-0"32'-0" 1/16" = 1'-0"1 ARCHITECTURAL PLANS - EGRESS PLATFORM LEVEL - OVERALL SHEET NOTES A. SEE SHEET G-002 FOR SYMBOLS & GENERAL NOTES. REFER TO G-003 FOR ABBREVIATION LIST B. REFER TO LIFE SAFETY FOR RATED WALL INFORMATION. C. REFER TO ZONE PLANS FOR BUILDING & ENLARGED ELEVATIONS AND WALL SECTION MARKS. D. REFER TO ZONE PLANS FOR BUILDING & ENLARGED ELEVATIONS AND WALL SECTION MARKS. E. RIDE INFORMATION PROVIDED FOR REFERENCE. REFER TO RIDE VENDOR FOR COMPLETE RIDE INFORMATION. DELTA DESCRIPTION DATE SDP/CDP SUMITTAL NOT FOR CONSTRUCTION SDP/CDP SUMITTAL January 17, 2024 Item #2 Page 71 of 91 E 1 1 2 2 3 3 4 4 5 5 6 6 7 7 D CC AA BB 25' - 10"30' - 0"30' - 0"30' - 0"30' - 0"20' - 0" STAIR 2 123 25 ' - 1 5 / 8 " 89 ' - 1 0 3 / 8 " 11 5 ' - 0 " 25 ' - 6 " 47 ' - 0 " 15 ' - 6 " 27 ' - 0 " 25' - 10"30' - 0"30' - 0"30' - 0"30' - 0" A-513 2 A-513 1 OPEN TO ABOVE METAL STAIR WITH EXPANDED METAL TREADS, GUARD RAILS AND HANDRAILS METAL STAIR WITH EXPANDED METAL TREADS, GUARD RAILS AND HANDRAILS OPEN TO ABOVE CEILING LID BELOW CEILING LID BELOW VEHICLE RIDE AND CLEARANCE ENVELOPE A-522 1 12' - 8 3/8" 2 A-421 STAIR 1 124 123A 124A 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 2 : 4 2 : 1 1 P 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-121 ARCHITECTURAL PLANS - EGRESS PLATFORM LEVEL - ZONE B 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 . LE G O L A N D C A L I F O R N I A PR 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 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 2 1 - A R C H I T E C T U R A L P L A N S - E G R E S S P L A T F O R M L E V E L - Z O N E B / O A 75% CONSTRUCTION DOCUMENTS Orcutt HHCP LLC 0" 4'-0" 8'-0"16'-0" 1/8" = 1'-0"1 ARCHITECTURAL PLANS - EGRESS PLATFORM LEVEL - ZONE B SHEET NOTES A. SEE SHEET G-002 FOR SYMBOLS & GENERAL NOTES. REFER TO G-003 FOR ABBREVIATION LIST B. REFER TO A-010 SHEET FOR CODE SUMMARY. C. REFER TO A-011 SHEET FOR LIFE SAFETY PLANS, FIRE RATINGS, AND EGRESS INFORMATION. D. REFER TO OVERALL REFERENCE PLANS FOR OVERALL ELEVATION AND BUILDING SECTION MARKS. DELTA DESCRIPTION DATE SDP/CDP SUMITTAL NOT FOR CONSTRUCTION SDP/CDP SUMITTAL January 17, 2024 Item #2 Page 72 of 91 ROOF LEGEND EE A-5012 1 1 2 2 3 3 4 4 5 5 6 6 7 7 10 10 11 11 13 13 DD CC AA BB A-501 4 A-501 3 1 A-601 2 A-601 RA1 RA2 1/ 2 " / 1 2 " 1/ 2 " / 1 2 " 11 5 ' - 0 " 57 ' - 6 " 57 ' - 6 " 25' - 10"30' - 0"30' - 0"30' - 0"30' - 0"20' - 0"25' - 0"30' - 0"15' - 0"19' - 0"18' - 0"18' - 0" 25 ' - 6 " 47 ' - 0 " 15 ' - 6 " 27 ' - 0 " 25 ' - 6 " 47 ' - 0 " 15 ' - 6 " 27 ' - 0 " 3 A-601 DSDS DS DS ROOF ACCESS LADDER WITH PLATFORM AND SECURED PANEL 9 9 8 8 12 12 DS DS DSDS 1 A-603 A-521 2 1 A-602 2 A-602 AREA DESIGNATED FOR FUTURE SOLAR PANELS SEE E-200 FOR LAYOUTS RA3.1 RA3.2 EXTERIOR FLAT RIDE BY OWNER VENDOR ALUMINUM CANOPY WITH BUILT IN GUTTER CUSTOM ALUMINUM FRAME CANOPY WITH PERFORATED METAL & EXTERIOR GRADE ACRYLIC PANEL A-414 1 7 A-726 8 A-726 8 A-726 6 A-725 1 A-725 7 A-725 6 A-726 1 A-726 5 A-726 4 A-721 2 A -7 2 6 BTM TOP TOPBTM BTMA-721 9 Sim PAINTED EQUIPMENT, COLOR AS SELECTED BY OWNER OVERFLOW DRAIN DESCRIPTION ROOF DRAINRD OD AIR HANDLING UNITAHU RA1.7 ROOF MARK TAG GUTTER G ROOF WALKING PAD SINGLE PLY MEMBRANE ROOF SYSTEM ON TAPERED INSULATION ON METAL DECK P.E.M.B. METAL ROOF PANEL OVER UNFACED INSULATION OVER PURLINS. PROVIDE THERMAL SPACERS AND FACE LINER INSULATION PER REQUIRED U-VALUE CRICKET - SLOPE TO DRAIN AT MINIUM OF 1/2" . 1'-0" DOWNSPOUTDS INDICATES SLOPE TO DRAIN/SCUPPER DIRECTION COMBO MAIN ROOF DRAIN AND DRAIN OVERFLOWRD-RO 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 2 : 4 2 : 2 9 P 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-200 ROOF PLAN - OVERALL 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 . LE G O L A N D C A L I F O R N I A PR 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 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 - 2 0 0 - R O O F P L A N - O V E R A L L / O A 75% CONSTRUCTION DOCUMENTS Orcutt HHCP LLC 0" 8'-0" 16'-0"32'-0" ROOF AREA SCHEDULE MARK AREA COMMENT RA1 25913 SF P.E.M.B METAL ROOF PANEL WITH GUTTER AND DOWNSPOUTS RA2 4970 SF LOW SLOPE ROOF W/ INTERNAL ROOF DRAIN RA3.1 1203 SF LOW SLOPE ROOF W/ INTERNAL ROOF DRAIN RA3.2 169 SF LOW SLOPE ROOF W/ INTERNAL ROOF DRAIN ROOF TOTAL AREA 32255 SF ROOF GUTTER & HORIZONTAL FLOW CALCULATIONS MARK ROOF AREA ADDITIONAL ROOF & TOP OF COPING AREA (SF) VERTICAL WALL HALF AREA (SF) TOTAL ROOFS & VERTICAL WALL AREA (SF) NUMBER OF VERTICAL LEADERS TOTAL SURFACE AREA PER VERTICAL LEADER (SF) ROOF AREA FLOW RATE (GPM) FOR 4.5"/H RAINFALL RATE FBC-2017 PLUMBING TABLE 1106.6 HORIZONTAL GUTTER SIZING SLOPE CAPACITY (GPM) RA1 25913 SF 0 SF 0 SF 25913 SF 8 3239 SF 152 1/4"163 ROOF VERTICAL LEADER FLOW CALCULATIONS MARK ROOF AREA ADDITIONAL ROOF & TOP OF COPING AREA (SF) VERTICAL WALL HALF AREA (SF) TOTAL ROOF& VERTICAL WALL AREA (SF) NUMBER OF VERTICAL LEADERS TOTAL SURFACE AREA PER VERTICAL LEADER (SF) ROOF AREA FLOW RATE (GPM) FOR 4.5"/H RAINFALL RATE FBC-2017 PLUMBING TABLE 1106.2 & 1106.3 VERTICAL LEADER SIZING SIZE OF VERTICAL LEADER CAPACITY (GPM) RA1 25913 SF 0 SF 0 SF 25913 SF 8 3239 SF 152 4"192 1/16" = 1'-0"1 ROOF PLAN-OVERALL ROOFING - GENERAL NOTES A. SEE SHEET G-002 FOR SYMBOLS & GENERAL NOTES. REFER TO G-003 FOR ABBREVIATION LIST B. ARROWS INDICATE ROOF SLOPE. MINIMUM SLOPE OF ALL ROOF SURFACES, INCLUDING VALLEYS AND CRICKETS SHALL BE 1/4" PER FOOT. (MIN.) UNLESS OTHERWISE SPECIFIED. C. SLOPE/TAPER RIGID INSULATION FROM ROOF EDGES/PARAPETS TO DRAINS AS REQUIRED TO ACHIEVE POSITIVE SLOPE. (MIN. 1/4":FT). ALL ROOF AREAS SHALL BE RIGID INSULATION SLOPED/TAPERED FROM +2" AT DRAINS/SCUPPERS AS REQUIRED. D. NOT ALL REQUIRED CRICKETS ARE SHOWN ON ROOF PLAN. PROVIDE CRICKETS W/1/4":FT (MIN) SLOPE ON THE HIGH SIDE OF ALL CURBS & EQUIPMENT PENETRATIONS THRU THE ROOF. E. PROVIDE ROOF MANUFACTURER'S STANDARD WALKWAY PADS LEADING TO AND AROUND ALL AIR HANDLERS, CHILLERS AND EXHAUST FANS FOR MAINTENANCE ACCESS. F. COORDINATE AND PROVIDE LIGHTNING PROTECTION PER ELECTRICAL DRAWINGS AND SPECIFICATIONS. COORDINATE REQUIRED LIGHTNING PROTECTION SYSTEM WITH ATTACHMENT TO PARAPET COPING AND ROOF MEMBRANE SYSTEM. G. ALL WOOD BLOCKING REQUIRED BY ROOF SYSTEM TO BE PRESSURE TREATED. ROOF WOOD BLOCKING REQUIREMENTS ARE TO BE FIELD VERIFIED TO MEET ROOF MANUFACTURER AND INSTALLER REQUIREMENTS RELATING TO SIZES, QUANTITIES AND METHODS OF ATTACHMENT AT NO ADDITIONAL COST TO THE OWNER. H. COORDINATE AND PROVIDE EQUIPMENT CURBS AND CANTS AS REQUIRED FOR ALL ROOF MOUNTED HVAC, MECH, ELECT, AND FIRE PROTECTION EQUIPMENT. I. SCREEN WALL DIMENSIONS SHOWN ARE APPROXIMATE OVERALL DIMENSIONS. COORDINATE SCREEN WALLS AROUND MECHANICAL EQUIPMENT. FIELD COORDINATE SCREEN WALL LOCATIONS WITH STRUCTURAL DRAWINGS AND WITH MECH EQUIPMENT LOCATIONS. J. ALL ROOF PENETRATIONS, CANTS, FLASHING, ROOF DRAINS, SCUPPERS, AND CURBS ARE TO BE COORDINATED AND INSTALLED TO MEET ROOF MANUFACTURER'S WARRANTY DETAILS AND REQUIREMENTS AND TO BE REVIEWED AND APPROVED BY THE OWNER AND THE ARCHITECT DURING PRODUCT/DETAIL SUBMITTAL STAGE. K. P.E.M.B ROOF PANEL SHOWS TO MEET MINIMUM INSULATION AS REQUIRED TO MEET BUILDING CODE REQUIRED U VALUES. REFER TO SHEET A-001 FOR MAXIMUM U-FACTORS. DELTA DESCRIPTION DATE SDP/CDP SUMITTAL NOT FOR CONSTRUCTION SDP/CDP SUMITTAL January 17, 2024 Item #2 Page 73 of 91 LEVEL 1 0' - 0" 1234567101113 RIDE PIT LEVEL -5' - 10" MAX HEIGHT 45' - 0" 2 A-601 3 A-601 TOP OF ROOF RIDGE 43' - 0" 9 812 1 A-602 2 A-602 WARPED PLANE @35' WARPED PLANE @45' FINISHED GRADE EXISTING GRADE RIDE PIT LEVEL 1 0' - 0" 1 2 3 4 5 6 7 10 11 13 RIDE PIT LEVEL -5' - 10" MAX HEIGHT 45' - 0" 2 A-601 3 A-601 TOP OF ROOF RIDGE 43' - 0" 98 12 1 A-602 2 A-602 EXISTING GRADE FINISHED GRADE RIDE PIT WARPED PLANE @ 45' WARPED PLANE @ 35' HE I G H T L I M I T LEVEL 1 0' - 0" EDCAB RIDE PIT LEVEL -5' - 10" MAX HEIGHT 45' - 0" TOP OF ROOF RIDGE 43' - 0" WARPED PLANE @ 35' WARPED PLANE @ 45' FINISHED GRADE EXISTING GRADE RIDE PIT RIDE PIT LEVEL. -5' - 10" RIDE PIT LEVEL. -5' - 10" LEVEL 1 0' - 0" E D C AB RIDE PIT LEVEL -5' - 10" 1 A-601 MAX HEIGHT 45' - 0" TOP OF ROOF RIDGE 43' - 0" 2 A-603 WARPED PLANE @35' WARPED PLANE @45' EXISTING GRADE FINISHED GRADERIDE PIT RIDE PIT LEVEL. -5' - 10" RIDE PIT LEVEL. -5' - 10" EXTERIOR FINISH SYTEMS EXTERIOR FINISH SYSTEM: 1 - CEMENT PLASTER (ALTERNATE): 7/8" CEMENT PLASTER, SAND FINISH, OVER METAL LATH, FLUID APPLIED WEATHER BARRIER, 5/8" FIBER CEMENT EXTERIOR SHEATHING & COLD FORM METAL STUDS. WALL CAVITY FILLED WITH BATT INSULATION. PROVIDE RIGID INSULATION ON EXTERIOR SIDE OF STUD, ADD 2.5" METAL STUDS AND 5/8" GYPSUM BOARD 2B - INSULATED METAL PANEL, P.E.M.P, FLAT VERTICAL, 16" WIDE PANEL FLAT INSULATED METAL PANEL OVER Z-GIRTS, OVER P.E.M.B. STRUCTURE. PROVIDE BLANKET INSULATION AND THERMAL BLOCKS. 4 -ACRYLIC FINISH OVER CEMENT BOARD: SMOOTH ACRYLIC FINISH SYSTEM OVER 5/8" CEMENT BOARD OVER DRAINAGE MAT, WEATHER BARRIER, RIGID INSULATION, OVER COLD FORM METAL STUDS WITH BATT INSULATION, AND 5/8" GYPSUM BOARD 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 2 : 4 4 : 0 6 P 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-501 EXTERIOR ELEVATIONS - OVERALL 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 . LE G O L A N D C A L I F O R N I A PR 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 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 - 5 0 1 - E X T E R I O R E L E V A T I O N S - O V E R A L L / O A 75% CONSTRUCTION DOCUMENTS Orcutt HHCP LLC 0" 8'-0" 16'-0"32'-0" 1/16" = 1'-0"1 OVERALL BUILDING ELEVATION - NORTH 0" 8'-0" 16'-0"32'-0" 1/16" = 1'-0"4 OVERALL BUILDING ELEVATION - SOUTH 0" 8'-0" 16'-0"32'-0" 1/16" = 1'-0"3 OVERALL BUILDING ELEVATION - WEST 1/16" = 1'-0"2 OVERALL BUILDING ELEVATION - EAST SHEET NOTES A. SEE SHEET G-002 FOR SYMBOLS & GENERAL NOTES. REFER TO G-003 FOR ABBREVIATION LIST B. REFER TO OVERALL PLANS FOR OVERALL ELEVATION TAGS. C. REFER TO A-001 FOR WALL U-FACTOR REQUIREMENTS. D. FINAL COLOR SELECTIONS TO BE APROVED BY OWNER. 0" 8'-0" 16'-0"32'-0" DELTA DESCRIPTION DATE SDP/CDP SUMITTAL NOT FOR CONSTRUCTION SDP/CDP SUMITTAL January 17, 2024 Item #2 Page 74 of 91 LEVEL 1 0' - 0" LEVEL 1 0' - 0" E D C AB RIDE PIT LEVEL -5' - 10" RIDE PIT LEVEL -5' - 10" MAX HEIGHT 45' - 0" TOP OF ROOF RIDGE 43' - 0" QUEUE RAILING F.R.P. TRIM F.R.P. PANEL F.R.P. PANEL ROOF ACCESS LADDER WITH PLATFORM AND SECURED PANEL 2 A-603 2 A-421 LANDING 1 -1' - 5" LANDING 1 -1' - 5" CUSTOM ALUMINUM FRAME CANOPY WITH PERFORATED METAL & EXTERIOR GRADE ACRYLIC PANEL WARPED PLANE @35' WARPED PLANE @45' EXISTING GRADE FINISHED GRADE RIDE PIT LEVEL. -5' - 10" A-521 3 LEVEL 1 0' - 0" MAX HEIGHT 45' - 0" TOP OF ROOF RIDGE 43' - 0" TOP OF ROOF RIDGE 43' - 0" F.R.P. TRIM 1 A-603 ACRYLIC FINISH OVER CEMENT BOARD PANEL SIGN, WALL MOUNTED CUSTOM ALUMINUM FRAME CANOPY WITH PERFORATED METAL & EXTERIOR GRADE ACRYLIC PANEL A-521 1 A-522 2 A-523 1 EXTERIOR FINISH LEGEND XX.X EXTERIOR MATERIAL FINISH TAG EXTERIOR FINISH SYSTEM COLOR # EXTERIOR FINISH SYSTEM: CEMENT PLASTER (NOT USED): 1.X - CEMENT PLASTER, SAND FINISH INSULATED METAL PANELS SYSTEM: 2A.X - INSULATED METAL PANEL, SMOOTH FACE, CUSTOM SHAPE 2B.X - INSULATED METAL PANEL, P.E.M.B., FLAT VERTICAL, 16" WIDE PANEL FIBER CEMENT CLADDING SYSTEM: 3A.X - FIBER CEMENT SIDING, SMOOTH, SATIN FINISH 3B.X - FIBER CEMENT SIDING, SMOOTH, HIGH GLOSS FINISH ACRYLIC FINISH OVER CEMENT BOARD: 4.X - SMOOTH ACRYLIC FINISH SYSTEM SINGLE SKIN METAL PANEL: 5A.X - METAL PANEL, HORIZONTAL RIBBED 5B.X - METAL PANEL, FLAT CUSTOM VYNIL DECAL : 6A.X - CUSTOM VINYL DECAL COLOR SCHEDULE: 1. WHITE; R.G.B. #: 236, 236, 231 2. BRIGHT RED; R.G.B. #: 187,30, 16 3. BRIGHT BLUE; R.G.B. #: 0, 90, 140 4. BRIGHT YELLOW; R.G.B. #: 254, 205, 7 5. BLACK; R.G.B. #: 14, 14, 16 6. BRIGHT GREEN; R.G.B. #: 16, 174, 77 7. GLASS - TRASP. BLUE; R.G.B. #: 0, 153, 213 8. GLASS - TRASP. YELLOW; R.G.B. #: 247, 211,16 9. BRIGHT ORANGE; R.G.B. #: 237, 107, 33 10. BRIGHT YELLOW GREEN; R.G.B. #: 127, 191, 64 11. BRIGHT RED VIOLET; R.G.B. #: 182, 27, 126 12. SAND BLUE; R.G.B. #: 99, 125, 150 13. EARTH BLUE; R.G.B. #: 31, 56, 85 14. FLAME YELLOW ORANGE; R.G.B. #: 251, 171, 24 15. MED. STONE GREY; R.G.B. #: 158, 152, 161 16. LIGHT ROYAL BLUE; R.G.B. #: 96, 147, 172 17. MEDIUM LILAC; R.G.B. #: 115, 64, 140 18. WARM GOLD; R.G.B. #: 128, 100, 63 19. MEDIUM NOUGAT; R.G.B. #: 175, 116, 72 20. LAVENDER; R.G.B. #: 118, 104, 154 21. MEDIUM AZURE; R.G.B. #: 0, 160, 195 22. REDDISH BROWN; R.G.B. #: 121,77,62 23. DARK STONE GRAY; R.G.B. 87,93,94 120 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 2 : 4 4 : 4 6 P 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-511 EXTERIOR ELEVATIONS - BUILDING 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 . LE G O L A N D C A L I F O R N I A PR 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 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 - 5 1 1 - E X T E R I O R E L E V A T I O N S - B U I L D I N G / O A 75% CONSTRUCTION DOCUMENTS Orcutt HHCP LLC 0" 4'-0" 8'-0"16'-0" 0" 4'-0" 8'-0"16'-0" 1/8" = 1'-0"SEE DRAWING #: 1 ON SHEET: A-1111EXTERIOR BUILDING ELEVATION - EAST 1/8" = 1'-0"SEE DRAWING #: 1 ON SHEET: A-1112EXTERIOR BUILDING ELEVATION - NORTH WEST SHEET NOTES A. SEE SHEET G-002 FOR SYMBOLS & GENERAL NOTES. REFER TO G-003 FOR ABBREVIATION LIST B. REFER TO OVERALL PLANS FOR OVERALL ELEVATION TAGS. C. REFER TO A-001 FOR WALL U-FACTOR REQUIREMENTS. D. FINAL COLOR SELECTIONS TO BE APROVED BY OWNER. DELTA DESCRIPTION DATE SDP/CDP SUMITTAL NOT FOR CONSTRUCTION SDP/CDP SUMITTAL January 17, 2024 Item #2 Page 75 of 91 LEVEL 1 0' - 0" 567101113 RIDE PIT LEVEL -5' - 10" MAX HEIGHT 45' - 0" TOP OF ROOF RIDGE 43' - 0" ACRYLIC PANEL ON ALUMINUM FRAME ON WALL RECESS. COLD-FORMED METAL STUD WALL WITH EXTERIOR EIFS INSULATION SYSTEM, CEMENT BOARD AND SMOOTH ACRYLIC FINISH SYSTEM; WOOL BATT INSULATION IN WALL CAVITY AND 5/8" GYPSUM BOARD ON INSIDE FACE. REFER TO CODE SHEET FOR MAXIMUM U-VALUE. CUSTOM TOWER ANTENNA PAINTED ALUMINUM DOWNSPOUT 9 812 15' - 5" CUSTOM FRP SHAPE OVER COLD FORM METAL STUD FRAMED WALL, EXTERIOR SHEATHING, 1" INSULATION BOARD AND SMOOTH ACRYLIC FINISH. PANEL SIGN, WALL MOUNTED 2B.9 2B.15 2B.13 2B.3 2B.1 2B.3 2B.13 COLD FORM METAL STUD FRAMED WALL PILASTER WITH HORIZONTAL METAL PANEL, ATTACHED TO P.E.M.B STRUCTURE. 3A.13 5A.12 3A.13 3B.4 3A.12 2A.1 3A.9 3A.12 5A.18 RIDE PIT WARPED PLANE @45' WARPED PLANE @35' FINISHED GRADE EXISTING GRADE RIDE PIT LEVEL. -5' - 10" RIDE PIT LEVEL. -5' - 10" A-522 3 A-522 4 A-523 1 LEVEL 1 0' - 0" 1234567 RIDE PIT LEVEL -5' - 10" MAX HEIGHT 45' - 0" TOP OF ROOF RIDGE 43' - 0"PAINTED ALUMINUM GUTTER HM DOOR & FRAME PAINTED ALUMINUM DOWNSPOUT 15' - 5" CUSTOM FRP SHAPE OVER COLD FORM METAL STUD FRAMED WALL, EXTERIOR SHEATHING, 1" INSULATION BOARD AND SMOOTH ACRYLIC FINISH. PANEL SIGN, WALL MOUNTED 2B.15 2B.13 2B.9 2B.1 2B.3 2B.13 COLD FORM METAL STUD FRAMED WALL PILASTER WITH HORIZONTAL METAL PANEL, ATTACHED TO P.E.M.B STRUCTURE. 3A.13 3B.4 3A.12 2A.1 3A.9 3A.12 5A.18 WARPED PLANE @45' WARPED PLANE @35' FINISHED GRADE EXISTING GRADE RIDE PITRIDE PIT RIDE PIT LEVEL. -5' - 10" RIDE PIT LEVEL. -5' - 10" EXTERIOR FINISH LEGEND XX.X EXTERIOR MATERIAL FINISH TAG EXTERIOR FINISH SYSTEM COLOR # EXTERIOR FINISH SYSTEM: CEMENT PLASTER (NOT USED): 1.X - CEMENT PLASTER, SAND FINISH INSULATED METAL PANELS SYSTEM: 2A.X - INSULATED METAL PANEL, SMOOTH FACE, CUSTOM SHAPE 2B.X - INSULATED METAL PANEL, P.E.M.B., FLAT VERTICAL, 16" WIDE PANEL FIBER CEMENT CLADDING SYSTEM: 3A.X - FIBER CEMENT SIDING, SMOOTH, SATIN FINISH 3B.X - FIBER CEMENT SIDING, SMOOTH, HIGH GLOSS FINISH ACRYLIC FINISH OVER CEMENT BOARD: 4.X - SMOOTH ACRYLIC FINISH SYSTEM SINGLE SKIN METAL PANEL: 5A.X - METAL PANEL, HORIZONTAL RIBBED 5B.X - METAL PANEL, FLAT CUSTOM VYNIL DECAL : 6A.X - CUSTOM VINYL DECAL COLOR SCHEDULE: 1. WHITE; R.G.B. #: 236, 236, 231 2. BRIGHT RED; R.G.B. #: 187,30, 16 3. BRIGHT BLUE; R.G.B. #: 0, 90, 140 4. BRIGHT YELLOW; R.G.B. #: 254, 205, 7 5. BLACK; R.G.B. #: 14, 14, 16 6. BRIGHT GREEN; R.G.B. #: 16, 174, 77 7. GLASS - TRASP. BLUE; R.G.B. #: 0, 153, 213 8. GLASS - TRASP. YELLOW; R.G.B. #: 247, 211,16 9. BRIGHT ORANGE; R.G.B. #: 237, 107, 33 10. BRIGHT YELLOW GREEN; R.G.B. #: 127, 191, 64 11. BRIGHT RED VIOLET; R.G.B. #: 182, 27, 126 12. SAND BLUE; R.G.B. #: 99, 125, 150 13. EARTH BLUE; R.G.B. #: 31, 56, 85 14. FLAME YELLOW ORANGE; R.G.B. #: 251, 171, 24 15. MED. STONE GREY; R.G.B. #: 158, 152, 161 16. LIGHT ROYAL BLUE; R.G.B. #: 96, 147, 172 17. MEDIUM LILAC; R.G.B. #: 115, 64, 140 18. WARM GOLD; R.G.B. #: 128, 100, 63 19. MEDIUM NOUGAT; R.G.B. #: 175, 116, 72 20. LAVENDER; R.G.B. #: 118, 104, 154 21. MEDIUM AZURE; R.G.B. #: 0, 160, 195 22. REDDISH BROWN; R.G.B. #: 121,77,62 23. DARK STONE GRAY; R.G.B. 87,93,94 120 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 2 : 4 5 : 1 1 P 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-512 EXTERIOR ELEVATIONS - BUILDING 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 . LE G O L A N D C A L I F O R N I A PR 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 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 - 5 1 2 - E X T E R I O R E L E V A T I O N S - B U I L D I N G / O A 75% CONSTRUCTION DOCUMENTS Orcutt HHCP LLC SHEET NOTES A. SEE SHEET G-002 FOR SYMBOLS & GENERAL NOTES. REFER TO G-003 FOR ABBREVIATION LIST B. REFER TO OVERALL PLANS FOR OVERALL ELEVATION TAGS. C. REFER TO A-001 FOR WALL U-FACTOR REQUIREMENTS. D. FINAL COLOR SELECTIONS TO BE APROVED BY OWNER. 0" 4'-0" 8'-0"16'-0" 0" 4'-0" 8'-0"16'-0" 1/8" = 1'-0"SEE DRAWING #: 1 ON SHEET: A-1111EXTERIOR BUILDING ELEVATION - NORTH - EAST 1/8" = 1'-0"SEE DRAWING #: 1 ON SHEET: A-1112EXTERIOR BUILDING ELEVATION - NORTH - WEST DELTA DESCRIPTION DATE SDP/CDP SUMITTAL NOT FOR CONSTRUCTION SDP/CDP SUMITTAL January 17, 2024 Item #2 Page 76 of 91 LEVEL 1 0' - 0" EDCAB RIDE PIT LEVEL -5' - 10" MAX HEIGHT 45' - 0" TOP OF ROOF RIDGE 43' - 0" INSULATED OVERHEAD COILING DOOR. HM DOOR & FRAME 31' - 6" ALUMINUM LOUVER, WITH INSECT SCREEN WARPED PLANE @ 45' WARPED PLANE @ 35' FINISHED GRADE EXISTING GRADE RIDE PIT RIDE PIT LEVEL. -5' - 10" RIDE PIT LEVEL. -5' - 10" LEVEL 1 0' - 0" 5 6 7 10 11 13 RIDE PIT LEVEL -5' - 10" MAX HEIGHT 45' - 0" TOP OF ROOF RIDGE 43' - 0" QUEUE RAILING F.R.P. TRIM PAINTED ALUMINUM DOWNSPOUT ROOF ACCESS LADDER WITH PLATFORM AND SECURED PANEL 98 12 3A.15 3A.11 CUSTOM ALUMINUM FRAME CANOPY WITH PERFORATED METAL & EXTERIOR GRADE ACRYLIC PANEL RIDE PIT WARPED PLANE @ 35 WARPED PLANE @ 45 FINISHED GRADE EXISTING GRADE HE I G H T L I M I T RIDE PIT LEVEL. -5' - 10" RIDE PIT LEVEL. -5' - 10" LEVEL 1 0' - 0" 1 2 3 RIDE PIT LEVEL -5' - 10" MAX HEIGHT 45' - 0" TOP OF ROOF RIDGE 43' - 0" PAINTED ALUMINUM DOWNSPOUT FINISHED GRADE EXISTING GRADE RIDE PIT WARPED PLANE @ 45' WARPED PLANE @ 35' RIDE PIT LEVEL. -5' - 10" RIDE PIT LEVEL. -5' - 10" EXTERIOR FINISH LEGEND XX.X EXTERIOR MATERIAL FINISH TAG EXTERIOR FINISH SYSTEM COLOR # EXTERIOR FINISH SYSTEM: CEMENT PLASTER (NOT USED): 1.X - CEMENT PLASTER, SAND FINISH INSULATED METAL PANELS SYSTEM: 2A.X - INSULATED METAL PANEL, SMOOTH FACE, CUSTOM SHAPE 2B.X - INSULATED METAL PANEL, P.E.M.B., FLAT VERTICAL, 16" WIDE PANEL FIBER CEMENT CLADDING SYSTEM: 3A.X - FIBER CEMENT SIDING, SMOOTH, SATIN FINISH 3B.X - FIBER CEMENT SIDING, SMOOTH, HIGH GLOSS FINISH ACRYLIC FINISH OVER CEMENT BOARD: 4.X - SMOOTH ACRYLIC FINISH SYSTEM SINGLE SKIN METAL PANEL: 5A.X - METAL PANEL, HORIZONTAL RIBBED 5B.X - METAL PANEL, FLAT CUSTOM VYNIL DECAL : 6A.X - CUSTOM VINYL DECAL COLOR SCHEDULE: 1. WHITE; R.G.B. #: 236, 236, 231 2. BRIGHT RED; R.G.B. #: 187,30, 16 3. BRIGHT BLUE; R.G.B. #: 0, 90, 140 4. BRIGHT YELLOW; R.G.B. #: 254, 205, 7 5. BLACK; R.G.B. #: 14, 14, 16 6. BRIGHT GREEN; R.G.B. #: 16, 174, 77 7. GLASS - TRASP. BLUE; R.G.B. #: 0, 153, 213 8. GLASS - TRASP. YELLOW; R.G.B. #: 247, 211,16 9. BRIGHT ORANGE; R.G.B. #: 237, 107, 33 10. BRIGHT YELLOW GREEN; R.G.B. #: 127, 191, 64 11. BRIGHT RED VIOLET; R.G.B. #: 182, 27, 126 12. SAND BLUE; R.G.B. #: 99, 125, 150 13. EARTH BLUE; R.G.B. #: 31, 56, 85 14. FLAME YELLOW ORANGE; R.G.B. #: 251, 171, 24 15. MED. STONE GREY; R.G.B. #: 158, 152, 161 16. LIGHT ROYAL BLUE; R.G.B. #: 96, 147, 172 17. MEDIUM LILAC; R.G.B. #: 115, 64, 140 18. WARM GOLD; R.G.B. #: 128, 100, 63 19. MEDIUM NOUGAT; R.G.B. #: 175, 116, 72 20. LAVENDER; R.G.B. #: 118, 104, 154 21. MEDIUM AZURE; R.G.B. #: 0, 160, 195 22. REDDISH BROWN; R.G.B. #: 121,77,62 23. DARK STONE GRAY; R.G.B. 87,93,94 120 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 2 : 4 5 : 3 0 P 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-513 EXTERIOR ELEVATIONS - BUILDING 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 . LE G O L A N D C A L I F O R N I A PR 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 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 - 5 1 3 - E X T E R I O R E L E V A T I O N S - B U I L D I N G / O A 75% CONSTRUCTION DOCUMENTS Orcutt HHCP LLC SHEET NOTES A. SEE SHEET G-002 FOR SYMBOLS & GENERAL NOTES. REFER TO G-003 FOR ABBREVIATION LIST B. REFER TO OVERALL PLANS FOR OVERALL ELEVATION TAGS. C. REFER TO A-001 FOR WALL U-FACTOR REQUIREMENTS. D. FINAL COLOR SELECTIONS TO BE APROVED BY OWNER. 0" 4'-0" 8'-0"16'-0" 0" 4'-0" 8'-0"16'-0" 1/8" = 1'-0"SEE DRAWING #: 1 ON SHEET: A-1121EXTERIOR BULDING ELEVATION - WEST 0" 4'-0" 8'-0"16'-0" 1/8" = 1'-0"SEE DRAWING #: 1 ON SHEET: A-1123EXTERIOR BUILDING ELEVATION - SOUTH EAST 1/8" = 1'-0"SEE DRAWING #: 1 ON SHEET: A-1122EXTERIOR BUILDING ELEVATION - SOUTH WEST DELTA DESCRIPTION DATE SDP/CDP SUMITTAL NOT FOR CONSTRUCTION SDP/CDP SUMITTAL January 17, 2024 Item #2 Page 77 of 91 LEVEL 1 0' - 0" LEVEL 1 0' - 0" 18' - 5 5/8" THEMED CENTER PIECE BY RIDE VENDOR RI D E C L E A R A N C E 23 ' - 7 1 / 2 " TH E M E D C E N T E R P R O P P I E C E NO T T O E X C E E D 33 ' - 0 " 23 ' - 0 " 14' - 10 3/4" 10' - 11" WARPED PLANE @35' EXISTING GRADE PROPOSED FINISH GRADE 7' - 0" EXTERIOR FINISH LEGEND XX.X EXTERIOR MATERIAL FINISH TAG EXTERIOR FINISH SYSTEM COLOR # EXTERIOR FINISH SYSTEM: CEMENT PLASTER (NOT USED): 1.X - CEMENT PLASTER, SAND FINISH INSULATED METAL PANELS SYSTEM: 2A.X - INSULATED METAL PANEL, SMOOTH FACE, CUSTOM SHAPE 2B.X - INSULATED METAL PANEL, P.E.M.B., FLAT VERTICAL, 16" WIDE PANEL FIBER CEMENT CLADDING SYSTEM: 3A.X - FIBER CEMENT SIDING, SMOOTH, SATIN FINISH 3B.X - FIBER CEMENT SIDING, SMOOTH, HIGH GLOSS FINISH ACRYLIC FINISH OVER CEMENT BOARD: 4.X - SMOOTH ACRYLIC FINISH SYSTEM SINGLE SKIN METAL PANEL: 5A.X - METAL PANEL, HORIZONTAL RIBBED 5B.X - METAL PANEL, FLAT CUSTOM VYNIL DECAL : 6A.X - CUSTOM VINYL DECAL COLOR SCHEDULE: 1. WHITE; R.G.B. #: 236, 236, 231 2. BRIGHT RED; R.G.B. #: 187,30, 16 3. BRIGHT BLUE; R.G.B. #: 0, 90, 140 4. BRIGHT YELLOW; R.G.B. #: 254, 205, 7 5. BLACK; R.G.B. #: 14, 14, 16 6. BRIGHT GREEN; R.G.B. #: 16, 174, 77 7. GLASS - TRASP. BLUE; R.G.B. #: 0, 153, 213 8. GLASS - TRASP. YELLOW; R.G.B. #: 247, 211,16 9. BRIGHT ORANGE; R.G.B. #: 237, 107, 33 10. BRIGHT YELLOW GREEN; R.G.B. #: 127, 191, 64 11. BRIGHT RED VIOLET; R.G.B. #: 182, 27, 126 12. SAND BLUE; R.G.B. #: 99, 125, 150 13. EARTH BLUE; R.G.B. #: 31, 56, 85 14. FLAME YELLOW ORANGE; R.G.B. #: 251, 171, 24 15. MED. STONE GREY; R.G.B. #: 158, 152, 161 16. LIGHT ROYAL BLUE; R.G.B. #: 96, 147, 172 17. MEDIUM LILAC; R.G.B. #: 115, 64, 140 18. WARM GOLD; R.G.B. #: 128, 100, 63 19. MEDIUM NOUGAT; R.G.B. #: 175, 116, 72 20. LAVENDER; R.G.B. #: 118, 104, 154 21. MEDIUM AZURE; R.G.B. #: 0, 160, 195 22. REDDISH BROWN; R.G.B. #: 121,77,62 23. DARK STONE GRAY; R.G.B. 87,93,94 120 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 2 : 4 5 : 4 5 P 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-514 EXTERIOR ELEVATIONS-BUILDING - FLAT RIDE 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 . LE G O L A N D C A L I F O R N I A PR 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 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 - 5 1 4 - E X T E R I O R E L E V A T I O N S - B U I L D I N G - F L A T R I D E / O A 75% CONSTRUCTION DOCUMENTS Orcutt HHCP LLC 0" 2'-0" 4'-0"8'-0" 1/4" = 1'-0"SEE DRAWING #: 1 ON SHEET: A-1131EXTERIOR BULDING ELEVATION-ZONE 4 SHEET NOTES A. SEE SHEET G-002 FOR SYMBOLS & GENERAL NOTES. REFER TO G-003 FOR ABBREVIATION LIST B. REFER TO OVERALL PLANS FOR OVERALL ELEVATION TAGS. C. REFER TO A-001 FOR WALL U-FACTOR REQUIREMENTS. D. FINAL COLOR SELECTIONS TO BE APROVED BY OWNER. DELTA DESCRIPTION DATE SDP/CDP SUMITTAL NOT FOR CONSTRUCTION SDP/CDP SUMITTAL January 17, 2024 Item #2 Page 78 of 91 PL A Y S E T N O T T O E X C E E D 3 5 ' - 0 " H E I G H T 30 ' - 0 " WARPED PLANE @35' EXISTING ND PROPOSED GRADE 14 ' - 5 3 / 8 " WARPED PLANE @35' EXISTING ND PROPOSED GRADE THEMED PLAY STRUCTURE BY MANUFACTURER 9' - 0 " EXTERIOR FINISH LEGEND XX.X EXTERIOR MATERIAL FINISH TAG EXTERIOR FINISH SYSTEM COLOR # EXTERIOR FINISH SYSTEM: CEMENT PLASTER (NOT USED): 1.X - CEMENT PLASTER, SAND FINISH INSULATED METAL PANELS SYSTEM: 2A.X - INSULATED METAL PANEL, SMOOTH FACE, CUSTOM SHAPE 2B.X - INSULATED METAL PANEL, P.E.M.B., FLAT VERTICAL, 16" WIDE PANEL FIBER CEMENT CLADDING SYSTEM: 3A.X - FIBER CEMENT SIDING, SMOOTH, SATIN FINISH 3B.X - FIBER CEMENT SIDING, SMOOTH, HIGH GLOSS FINISH ACRYLIC FINISH OVER CEMENT BOARD: 4.X - SMOOTH ACRYLIC FINISH SYSTEM SINGLE SKIN METAL PANEL: 5A.X - METAL PANEL, HORIZONTAL RIBBED 5B.X - METAL PANEL, FLAT CUSTOM VYNIL DECAL : 6A.X - CUSTOM VINYL DECAL COLOR SCHEDULE: 1. WHITE; R.G.B. #: 236, 236, 231 2. BRIGHT RED; R.G.B. #: 187,30, 16 3. BRIGHT BLUE; R.G.B. #: 0, 90, 140 4. BRIGHT YELLOW; R.G.B. #: 254, 205, 7 5. BLACK; R.G.B. #: 14, 14, 16 6. BRIGHT GREEN; R.G.B. #: 16, 174, 77 7. GLASS - TRASP. BLUE; R.G.B. #: 0, 153, 213 8. GLASS - TRASP. YELLOW; R.G.B. #: 247, 211,16 9. BRIGHT ORANGE; R.G.B. #: 237, 107, 33 10. BRIGHT YELLOW GREEN; R.G.B. #: 127, 191, 64 11. BRIGHT RED VIOLET; R.G.B. #: 182, 27, 126 12. SAND BLUE; R.G.B. #: 99, 125, 150 13. EARTH BLUE; R.G.B. #: 31, 56, 85 14. FLAME YELLOW ORANGE; R.G.B. #: 251, 171, 24 15. MED. STONE GREY; R.G.B. #: 158, 152, 161 16. LIGHT ROYAL BLUE; R.G.B. #: 96, 147, 172 17. MEDIUM LILAC; R.G.B. #: 115, 64, 140 18. WARM GOLD; R.G.B. #: 128, 100, 63 19. MEDIUM NOUGAT; R.G.B. #: 175, 116, 72 20. LAVENDER; R.G.B. #: 118, 104, 154 21. MEDIUM AZURE; R.G.B. #: 0, 160, 195 22. REDDISH BROWN; R.G.B. #: 121,77,62 23. DARK STONE GRAY; R.G.B. 87,93,94 120 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 2 : 4 5 : 5 6 P 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-515 EXTERIOR ELEVATIONS - TOT SPOT & PLAYSCAPE 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 . LE G O L A N D C A L I F O R N I A PR 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 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 - 5 1 5 - E X T E R I O R E L E V A T I O N S - T O T S P O T & P L A Y S C A P E / O A 75% CONSTRUCTION DOCUMENTS Orcutt HHCP LLC 0" 2'-0" 4'-0"8'-0"0" 2'-0" 4'-0"8'-0" 1/4" = 1'-0"SEE DRAWING #: 1 ON SHEET: A-1121EXTERIOR ENLARGED ELEVATION-PLAYSCAPE 1/4" = 1'-0"SEE DRAWING #: 1 ON SHEET: A-1113EXTERIOR ENLARGED ELEVATION- TOT SPOT SHEET NOTES A. SEE SHEET G-002 FOR SYMBOLS & GENERAL NOTES. REFER TO G-003 FOR ABBREVIATION LIST B. REFER TO OVERALL PLANS FOR OVERALL ELEVATION TAGS. C. REFER TO A-001 FOR WALL U-FACTOR REQUIREMENTS. D. FINAL COLOR SELECTIONS TO BE APROVED BY OWNER. 0" 2'-0" 4'-0"8'-0" N.T.S2 PLAYSCAPE STRUCTURE - ARTIST'S CONCEPTION DELTA DESCRIPTION DATE SDP/CDP SUMITTAL NOT FOR CONSTRUCTION SDP/CDP SUMITTAL January 17, 2024 Item #2 Page 79 of 91 LEVEL 1 0' - 0" 41' - 3 1/2" SM O O T H A C R Y L I C S Y S T E M O V E R ( # 4 ) AL T E R N A T E : I M P A C T R E S I S T A N T D E C O R A T I V E BA S I S O F D E S I G N : I N S U L A T E D M E T A L P A N E L ( # 2 A ) SY S T E M W I T H S M O O T H A C R Y L I C I F I N I S H F.R.P. TRIM EXTERIOR RATED ACRYLIC PANEL WITH BONDED SEAMS. CUSTOM TOWER ANTENNA PANEL SIGN, WALL MOUNTED PANEL SIGN, WALL MOUNTED 1 A-603 ACRYLIC PANEL ON ALUMINUM FRAME ON WALL RECESS. ACRYLIC PANEL ON ALUMINUM FRAME ON WALL RECESS. 4.2 4.15 IGU-1 4.3 4.1 4.9 19' - 11" 23' - 4 1/4" 4.15 4.3 4.13 4.13 2A.1 2A.9 2A.15 LEVEL 1 0' - 0" ACRYLIC PANEL ON ALUMINUM FRAME ON WALL RECESS. PANEL SIGN, WALL MOUNTED CUSTOM TOWER ANTENNA IGU-1 4.2 4.1 4.15 4.3 4.3 4.9 4.1 4.15 4.3 2A.9 2A.1 2A.15 2A.3 2A.15 2A.13 SM O O T H A C R Y L I C S Y S T E M O V E R ( # 4 ) AL T E R N A T E : I M P A C T R E S I S T A N T D E C O R A T I V E BA S I S O F D E S I G N : I N S U L A T E D M E T A L P A N E L ( # 2 A ) SY S T E M W I T H S M O O T H A C R Y L I C I F I N I S H LEVEL 1 0' - 0" E D 2 A-603 F.R.P. PANEL ALUMINUM STOREFRONT F.R.P. PANEL HM DOOR & FRAME 3A.10 3A.17 3A.11 3A.15 VINYL GRAPHICS6.96.66.4 ? FRP-P3 FRP-T1 FRP-P3 SF-2 SF-2 SF-2 EXTERIOR FINISH LEGEND XX.X EXTERIOR MATERIAL FINISH TAG EXTERIOR FINISH SYSTEM COLOR # EXTERIOR FINISH SYSTEM: CEMENT PLASTER (NOT USED): 1.X - CEMENT PLASTER, SAND FINISH INSULATED METAL PANELS SYSTEM: 2A.X - INSULATED METAL PANEL, SMOOTH FACE, CUSTOM SHAPE 2B.X - INSULATED METAL PANEL, P.E.M.B., FLAT VERTICAL, 16" WIDE PANEL FIBER CEMENT CLADDING SYSTEM: 3A.X - FIBER CEMENT SIDING, SMOOTH, SATIN FINISH 3B.X - FIBER CEMENT SIDING, SMOOTH, HIGH GLOSS FINISH ACRYLIC FINISH OVER CEMENT BOARD: 4.X - SMOOTH ACRYLIC FINISH SYSTEM SINGLE SKIN METAL PANEL: 5A.X - METAL PANEL, HORIZONTAL RIBBED 5B.X - METAL PANEL, FLAT CUSTOM VYNIL DECAL : 6A.X - CUSTOM VINYL DECAL COLOR SCHEDULE: 1. WHITE; R.G.B. #: 236, 236, 231 2. BRIGHT RED; R.G.B. #: 187,30, 16 3. BRIGHT BLUE; R.G.B. #: 0, 90, 140 4. BRIGHT YELLOW; R.G.B. #: 254, 205, 7 5. BLACK; R.G.B. #: 14, 14, 16 6. BRIGHT GREEN; R.G.B. #: 16, 174, 77 7. GLASS - TRASP. BLUE; R.G.B. #: 0, 153, 213 8. GLASS - TRASP. YELLOW; R.G.B. #: 247, 211,16 9. BRIGHT ORANGE; R.G.B. #: 237, 107, 33 10. BRIGHT YELLOW GREEN; R.G.B. #: 127, 191, 64 11. BRIGHT RED VIOLET; R.G.B. #: 182, 27, 126 12. SAND BLUE; R.G.B. #: 99, 125, 150 13. EARTH BLUE; R.G.B. #: 31, 56, 85 14. FLAME YELLOW ORANGE; R.G.B. #: 251, 171, 24 15. MED. STONE GREY; R.G.B. #: 158, 152, 161 16. LIGHT ROYAL BLUE; R.G.B. #: 96, 147, 172 17. MEDIUM LILAC; R.G.B. #: 115, 64, 140 18. WARM GOLD; R.G.B. #: 128, 100, 63 19. MEDIUM NOUGAT; R.G.B. #: 175, 116, 72 20. LAVENDER; R.G.B. #: 118, 104, 154 21. MEDIUM AZURE; R.G.B. #: 0, 160, 195 22. REDDISH BROWN; R.G.B. #: 121,77,62 23. DARK STONE GRAY; R.G.B. 87,93,94 LEVEL 1 0' - 0" 2A.15 2A.13 2A.3 2A.15 2A.1 2A.9 4.3 4.23 2A.1 4.3 IGU-1 4.3 4.2 19' - 11" SY S T E M W I T H S M O O T H A C R Y L I C F I N I S H BA S I S O F D E S I G N : I N S U L A T E D M E T A L P A N E L ( # 2 A ) AL T E R N A T E : I M P A C T R E S I S T A N T D E C O R A T I V E SM O O T H A C R Y L I C S Y S T E M O V E R ( # 4 ) 4.9 CUSTOM TOWER ANTENNA EXTERIOR RATED ACRYLIC PANEL WITH BONDED SEAMS PANEL SIGN, WALL MOUNTED ACRYLIC PANEL ON ALUMINUM FRAME ON WALL RECESS PANEL SIGN, WALL MOUNTED 3A.1 120 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 2 : 4 6 : 2 4 P 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-521 EXTERIOR ELEVATIONS - ENLARGED 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 . LE G O L A N D C A L I F O R N I A PR 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 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 - 5 2 1 - E X T E R I O R E L E V A T I O N S - E N L A R G E D / O A 75% CONSTRUCTION DOCUMENTS Orcutt HHCP LLC 0" 2'-0" 4'-0"8'-0" 1/4" = 1'-0"SEE DWG. # 1 ON: A-1111 EXTERIOR ENLARGED ELEVATION - ENTRY 1/4" = 1'-0"SEE DWG. # 1 ON: A-1112 EXTERIOR ENLARGED ELEVATION - ENTRY 2 1/4" = 1'-0"SEE DRAWING #: 1 ON SHEET: A-1113EXTERIOR ENLARGED ELEVATION - EXTERIOR QUEUE AREA SHEET NOTES A. SEE SHEET G-002 FOR SYMBOLS & GENERAL NOTES. REFER TO G-003 FOR ABBREVIATION LIST B. REFER TO OVERALL PLANS FOR OVERALL ELEVATION TAGS. C. REFER TO A-001 FOR WALL U-FACTOR REQUIREMENTS. D. FINAL COLOR SELECTIONS TO BE APROVED BY OWNER. DELTA DESCRIPTION DATE 0" 2'-0" 4'-0"8'-0"0" 2'-0" 4'-0"8'-0" 1/4" = 1'-0"SEE DWG. # 1 ON: A-1114 EXTERIOR ENLARGED ELEVATION - ENTRY 30" 2'-0" 4'-0"8'-0" SDP/CDP SUMITTAL NOT FOR CONSTRUCTION SDP/CDP SUMITTAL January 17, 2024 Item #2 Page 80 of 91 LEVEL 1 0' - 0" 7' - 1 " 6' - 0" ALUMINUM ENTRANCE DOOR COLD-FORMED METAL STUD WALL WITH EXTERIOR SHEATHING, WEATHER BARRIER, & COMPOSITE INSULATION METAL PANELS ON EXTERIOR, WOOL BATT INSULATION IN CAVITY AND 5/8" GYPSUM BOARD ON INSIDE FACE. REFER TO CODE SHEET FOR MAXIMUM U-VALUE. VINYL GRAPHICS 10 ' - 8 " 5' - 0 1 / 4 " PANEL SIGN, WALL MOUNTED 3A.13 ? ALUMINUM STOREFRONT 2A.1 3A.14 3A.16 LEVEL 1 0' - 0" ALUMINUM STOREFRONT 3A.13 EXTERIOR FINISH LEGEND XX.X EXTERIOR MATERIAL FINISH TAG EXTERIOR FINISH SYSTEM COLOR # EXTERIOR FINISH SYSTEM: CEMENT PLASTER (NOT USED): 1.X - CEMENT PLASTER, SAND FINISH INSULATED METAL PANELS SYSTEM: 2A.X - INSULATED METAL PANEL, SMOOTH FACE, CUSTOM SHAPE 2B.X - INSULATED METAL PANEL, P.E.M.B., FLAT VERTICAL, 16" WIDE PANEL FIBER CEMENT CLADDING SYSTEM: 3A.X - FIBER CEMENT SIDING, SMOOTH, SATIN FINISH 3B.X - FIBER CEMENT SIDING, SMOOTH, HIGH GLOSS FINISH ACRYLIC FINISH OVER CEMENT BOARD: 4.X - SMOOTH ACRYLIC FINISH SYSTEM SINGLE SKIN METAL PANEL: 5A.X - METAL PANEL, HORIZONTAL RIBBED 5B.X - METAL PANEL, FLAT CUSTOM VYNIL DECAL : 6A.X - CUSTOM VINYL DECAL COLOR SCHEDULE: 1. WHITE; R.G.B. #: 236, 236, 231 2. BRIGHT RED; R.G.B. #: 187,30, 16 3. BRIGHT BLUE; R.G.B. #: 0, 90, 140 4. BRIGHT YELLOW; R.G.B. #: 254, 205, 7 5. BLACK; R.G.B. #: 14, 14, 16 6. BRIGHT GREEN; R.G.B. #: 16, 174, 77 7. GLASS - TRASP. BLUE; R.G.B. #: 0, 153, 213 8. GLASS - TRASP. YELLOW; R.G.B. #: 247, 211,16 9. BRIGHT ORANGE; R.G.B. #: 237, 107, 33 10. BRIGHT YELLOW GREEN; R.G.B. #: 127, 191, 64 11. BRIGHT RED VIOLET; R.G.B. #: 182, 27, 126 12. SAND BLUE; R.G.B. #: 99, 125, 150 13. EARTH BLUE; R.G.B. #: 31, 56, 85 14. FLAME YELLOW ORANGE; R.G.B. #: 251, 171, 24 15. MED. STONE GREY; R.G.B. #: 158, 152, 161 16. LIGHT ROYAL BLUE; R.G.B. #: 96, 147, 172 17. MEDIUM LILAC; R.G.B. #: 115, 64, 140 18. WARM GOLD; R.G.B. #: 128, 100, 63 19. MEDIUM NOUGAT; R.G.B. #: 175, 116, 72 20. LAVENDER; R.G.B. #: 118, 104, 154 21. MEDIUM AZURE; R.G.B. #: 0, 160, 195 22. REDDISH BROWN; R.G.B. #: 121,77,62 23. DARK STONE GRAY; R.G.B. 87,93,94 LEVEL 1 0' - 0" 78 7' - 0 " 13' - 9" FRP TRIM ON WALL 15' - 5" CUSTOM FRP SHAPE OVER COLD FORM METAL STUD FRAMED WALL, EXTERIOR SHEATHING, 1" INSULATION BOARD AND SMOOTH ACRYLIC FINISH. ALUMINUM STOREFRONT F.R.P. TRIM CUSTOM FRP SHOW SET. O.P.C.I. CUSTOM FRP SHOW SET. O.P.C.I.PANEL SIGN, WALL MOUNTED HM DOOR & FRAME CUSTOM FRP SHOW SET. O.P.C.I. CUSTOM FRP SHOW SET. O.P.C.I. F.R.P. TRIM 3A.9 2A.1 PANEL SIGN, WALL MOUNTED 3A.12 2A.1 3A.5 PANEL SIGN, WALL MOUNTED 3A.13 WALL MOUNTED GRAPHIC BY OTHERS PROVIDE REINFORCING PER MOUNTING TYPE B WALL MOUNTED GRAPHIC BY OTHERS PROVIDE REINFORCING PER MOUNTING TYPE B LEVEL 1 0' - 0" LEVEL 1 0' - 0" 15' - 5" FRP TRIM ON WALL 3A.12 3A.9 3A.12 2A.1 3A.5 120 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 2 : 4 6 : 4 9 P 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-522 EXTERIOR ELEVATIONS - ENLARGED 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 . LE G O L A N D C A L I F O R N I A PR 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 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 - 5 2 2 - E X T E R I O R E L E V A T I O N S - E N L A R G E D / O A 75% CONSTRUCTION DOCUMENTS Orcutt HHCP LLC 0" 2'-0" 4'-0"8'-0"0" 2'-0" 4'-0"8'-0" SHEET NOTES A. SEE SHEET G-002 FOR SYMBOLS & GENERAL NOTES. REFER TO G-003 FOR ABBREVIATION LIST B. REFER TO OVERALL PLANS FOR OVERALL ELEVATION TAGS. C. REFER TO A-001 FOR WALL U-FACTOR REQUIREMENTS. D. FINAL COLOR SELECTIONS TO BE APROVED BY OWNER. 1/4" = 1'-0"2 EXTERIOR ENLARGED ELEVATION - RETAIL EXIT 1/4" = 1'-0"4 EXTERIOR ENLARGED ELEVATION - NORTH WEST - RETAIL 0" 2'-0" 4'-0"8'-0" 1/4" = 1'-0"3 EXTERIOR ENLARGED ELEVATION - BRICK BUILDING 1/4" = 1'-0"1 EXTERIOR ENLARGED ELEVATION - BRICK BUILDING 2 0" 2'-0" 4'-0"8'-0" DELTA DESCRIPTION DATE SDP/CDP SUMITTAL NOT FOR CONSTRUCTION SDP/CDP SUMITTAL January 17, 2024 Item #2 Page 81 of 91 LEVEL 1 0' - 0" LEVEL 1 0' - 0" 18' - 0" 9' - 3"8' - 9" 17' - 7" CUSTOM FRP SHOW SET. O.P.C.I. F.R.P. TRIM 3A.1 3A.9 3A.15 3A.13 3A.3 WALL MOUNTED GRAPHIC BY OTHERS PROVIDE REINFORCING PER MOUNTING TYPE B CUSTOM FRP SHOW SET. O.P.C.I. CUSTOM FRP SHOW SET. O.P.C.I. EXTERIOR FINISH LEGEND XX.X EXTERIOR MATERIAL FINISH TAG EXTERIOR FINISH SYSTEM COLOR # EXTERIOR FINISH SYSTEM: CEMENT PLASTER (NOT USED): 1.X - CEMENT PLASTER, SAND FINISH INSULATED METAL PANELS SYSTEM: 2A.X - INSULATED METAL PANEL, SMOOTH FACE, CUSTOM SHAPE 2B.X - INSULATED METAL PANEL, P.E.M.B., FLAT VERTICAL, 16" WIDE PANEL FIBER CEMENT CLADDING SYSTEM: 3A.X - FIBER CEMENT SIDING, SMOOTH, SATIN FINISH 3B.X - FIBER CEMENT SIDING, SMOOTH, HIGH GLOSS FINISH ACRYLIC FINISH OVER CEMENT BOARD: 4.X - SMOOTH ACRYLIC FINISH SYSTEM SINGLE SKIN METAL PANEL: 5A.X - METAL PANEL, HORIZONTAL RIBBED 5B.X - METAL PANEL, FLAT CUSTOM VYNIL DECAL : 6A.X - CUSTOM VINYL DECAL COLOR SCHEDULE: 1. WHITE; R.G.B. #: 236, 236, 231 2. BRIGHT RED; R.G.B. #: 187,30, 16 3. BRIGHT BLUE; R.G.B. #: 0, 90, 140 4. BRIGHT YELLOW; R.G.B. #: 254, 205, 7 5. BLACK; R.G.B. #: 14, 14, 16 6. BRIGHT GREEN; R.G.B. #: 16, 174, 77 7. GLASS - TRASP. BLUE; R.G.B. #: 0, 153, 213 8. GLASS - TRASP. YELLOW; R.G.B. #: 247, 211,16 9. BRIGHT ORANGE; R.G.B. #: 237, 107, 33 10. BRIGHT YELLOW GREEN; R.G.B. #: 127, 191, 64 11. BRIGHT RED VIOLET; R.G.B. #: 182, 27, 126 12. SAND BLUE; R.G.B. #: 99, 125, 150 13. EARTH BLUE; R.G.B. #: 31, 56, 85 14. FLAME YELLOW ORANGE; R.G.B. #: 251, 171, 24 15. MED. STONE GREY; R.G.B. #: 158, 152, 161 16. LIGHT ROYAL BLUE; R.G.B. #: 96, 147, 172 17. MEDIUM LILAC; R.G.B. #: 115, 64, 140 18. WARM GOLD; R.G.B. #: 128, 100, 63 19. MEDIUM NOUGAT; R.G.B. #: 175, 116, 72 20. LAVENDER; R.G.B. #: 118, 104, 154 21. MEDIUM AZURE; R.G.B. #: 0, 160, 195 22. REDDISH BROWN; R.G.B. #: 121,77,62 23. DARK STONE GRAY; R.G.B. 87,93,94 LEVEL 1 0' - 0" 3A.3 3A.13 3A.15 3A.1 LARGE FORMAT MONITOR DISPLAY, O.P.C.I. COLD-FORMED METAL STUD WALL WITH EXTERIOR SHEATHING, WEATHER BARRIER, & COMPOSITE INSULATION METAL PANELS ON EXTERIOR, WOOL BATT INSULATION IN CAVITY AND 5/8" GYPSUM BOARD ON INSIDE FACE. REFER TO CODE SHEET FOR MAXIMUM U-VALUE. CUSTOM MONITORS, O.P.C.I. 3A.9WALL MOUNTED GRAPHIC BY OTHERS PROVIDE REINFORCING PER MOUNTING TYPE B CUSTOM FRP SHOW SET. O.P.C.I. F.R.P. TRIM CUSTOM MONITORS, O.P.C.I. 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 2 : 4 7 : 0 2 P 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-523 EXTERIOR ELEVATIONS - ENLARGED 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 . LE G O L A N D C A L I F O R N I A PR 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 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 - 5 2 3 - E X T E R I O R E L E V A T I O N S - E N L A R G E D / O A 75% CONSTRUCTION DOCUMENTS Orcutt HHCP LLC 0" 2'-0" 4'-0"8'-0" 1/4" = 1'-0"1 EXTERIOR ENLARGED ELEVATION - ADJACENT TO RETAIL EXIT SHEET NOTES A. SEE SHEET G-002 FOR SYMBOLS & GENERAL NOTES. REFER TO G-003 FOR ABBREVIATION LIST B. REFER TO OVERALL PLANS FOR OVERALL ELEVATION TAGS. C. REFER TO A-001 FOR WALL U-FACTOR REQUIREMENTS. D. FINAL COLOR SELECTIONS TO BE APROVED BY OWNER. DELTA DESCRIPTION DATE 1/4" = 1'-0"2 EXTERIOR ENLARGED ELEVATION - PORTAL WALL 0" 2'-0" 4'-0"8'-0" SDP/CDP SUMITTAL NOT FOR CONSTRUCTION SDP/CDP SUMITTAL January 17, 2024 Item #2 Page 82 of 91 EXTERIOR FINISH LEGEND XX.X EXTERIOR MATERIAL FINISH TAG EXTERIOR FINISH SYSTEM COLOR # EXTERIOR FINISH SYSTEM: CEMENT PLASTER (NOT USED): 1.X - CEMENT PLASTER, SAND FINISH INSULATED METAL PANELS SYSTEM: 2A.X - INSULATED METAL PANEL, SMOOTH FACE, CUSTOM SHAPE 2B.X - INSULATED METAL PANEL, P.E.M.B., FLAT VERTICAL, 16" WIDE PANEL FIBER CEMENT CLADDING SYSTEM: 3A.X - FIBER CEMENT SIDING, SMOOTH, SATIN FINISH 3B.X - FIBER CEMENT SIDING, SMOOTH, HIGH GLOSS FINISH ACRYLIC FINISH OVER CEMENT BOARD: 4.X - SMOOTH ACRYLIC FINISH SYSTEM SINGLE SKIN METAL PANEL: 5A.X - METAL PANEL, HORIZONTAL RIBBED 5B.X - METAL PANEL, FLAT CUSTOM VYNIL DECAL : 6A.X - CUSTOM VINYL DECAL COLOR SCHEDULE: 1. WHITE; R.G.B. #: 236, 236, 231 2. BRIGHT RED; R.G.B. #: 187,30, 16 3. BRIGHT BLUE; R.G.B. #: 0, 90, 140 4. BRIGHT YELLOW; R.G.B. #: 254, 205, 7 5. BLACK; R.G.B. #: 14, 14, 16 6. BRIGHT GREEN; R.G.B. #: 16, 174, 77 7. GLASS - TRASP. BLUE; R.G.B. #: 0, 153, 213 8. GLASS - TRASP. YELLOW; R.G.B. #: 247, 211,16 9. BRIGHT ORANGE; R.G.B. #: 237, 107, 33 10. BRIGHT YELLOW GREEN; R.G.B. #: 127, 191, 64 11. BRIGHT RED VIOLET; R.G.B. #: 182, 27, 126 12. SAND BLUE; R.G.B. #: 99, 125, 150 13. EARTH BLUE; R.G.B. #: 31, 56, 85 14. FLAME YELLOW ORANGE; R.G.B. #: 251, 171, 24 15. MED. STONE GREY; R.G.B. #: 158, 152, 161 16. LIGHT ROYAL BLUE; R.G.B. #: 96, 147, 172 17. MEDIUM LILAC; R.G.B. #: 115, 64, 140 18. WARM GOLD; R.G.B. #: 128, 100, 63 19. MEDIUM NOUGAT; R.G.B. #: 175, 116, 72 20. LAVENDER; R.G.B. #: 118, 104, 154 21. MEDIUM AZURE; R.G.B. #: 0, 160, 195 22. REDDISH BROWN; R.G.B. #: 121,77,62 23. DARK STONE GRAY; R.G.B. 87,93,94 LEVEL 1 0' - 0" 10 ' - 1 1 " 9' - 0 " 18 ' - 5 5 / 8 " PANEL SIGN, WALL MOUNTED COLD-FORMED METAL STUD WALL WITH EXTERIOR EIFS INSULATION SYSTEM, CEMENT BOARD AND SMOOTH ACRYLIC FINISH SYSTEM, BOTH SIDES CUSTOM METAL SHOW SET, O.P.C.I. 3A.17 2A.1 5B.9 5B.16 3A.19 3A.10 3A.17 ? 3A.20 3A.14 3A.17 3A.20 5B.18 LEVEL 1 0' - 0" 10 ' - 1 1 " 18 ' - 5 5 / 8 " CUSTOM METAL SHOW SET, O.P.C.I. QUEUE RAILING COLD-FORMED METAL STUD WALL WITH EXTERIOR EIFS INSULATION SYSTEM, CEMENT BOARD AND SMOOTH ACRYLIC FINISH SYSTEM, BOTH SIDES LEVEL 1 0' - 0" LEVEL 1 0' - 0" CUSTOM TOWER ANTENNA 2A.1 3A.17 BREAKAWAY QUEUE RAILING F.R.P. TRIM COLD-FORMED METAL STUD WALL WITH EXTERIOR EIFS INSULATION SYSTEM, CEMENT BOARD AND SMOOTH ACRYLIC FINISH SYSTEM; WOOL BATT INSULATION IN WALL CAVITY AND 5/8" GYPSUM BOARD ON INSIDE FACE. REFER TO CODE SHEET FOR MAXIMUM U-VALUE. LEVEL 1 0' - 0" LEVEL 1 0' - 0" CUSTOM TOWER ANTENNA 2A.1 3A.20 CANVAS AWNING OVER ALUMINUM WALL MOUNTED FRAME COLD-FORMED METAL STUD WALL WITH EXTERIOR EIFS INSULATION SYSTEM, CEMENT BOARD AND SMOOTH ACRYLIC FINISH SYSTEM; WOOL BATT INSULATION IN WALL CAVITY AND 5/8" GYPSUM BOARD ON INSIDE FACE. REFER TO CODE SHEET FOR MAXIMUM U-VALUE. LEVEL 1 0' - 0" LEVEL 1 0' - 0" BREAKAWAY QUEUE RAILING CUSTOM TOWER ANTENNA FIX ALUMINUM FRAME WINDOW CANVAS AWNING OVER ALUMINUM WALL MOUNTED FRAME 14 ' - 1 0 3 / 4 " 2A.1 3A.17 LEVEL 1 0' - 0" LEVEL 1 0' - 0" CUSTOM TOWER ANTENNA CANVAS AWNING OVER ALUMINUM WALL MOUNTED FRAME ALUMINUM ENTRANCE DOOR 14 ' - 6 " 4 3 / 4 " 2A.1 3A.17 3A.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 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 2 : 4 7 : 3 0 P 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-524 EXTERIOR ELEVATIONS - ENLARGED 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 . LE G O L A N D C A L I F O R N I A PR 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 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 - 5 2 4 - E X T E R I O R E L E V A T I O N S - E N L A R G E D / O A 75% CONSTRUCTION DOCUMENTS Orcutt HHCP LLC 0" 2'-0" 4'-0"8'-0" SHEET NOTES A. SEE SHEET G-002 FOR SYMBOLS & GENERAL NOTES. REFER TO G-003 FOR ABBREVIATION LIST B. REFER TO OVERALL PLANS FOR OVERALL ELEVATION TAGS. C. REFER TO A-001 FOR WALL U-FACTOR REQUIREMENTS. D. FINAL COLOR SELECTIONS TO BE APROVED BY OWNER. 0" 2'-0" 4'-0"8'-0" 0" 2'-0" 4'-0"8'-0" 0" 2'-0" 4'-0"8'-0" 1/4" = 1'-0"5 EXTERIOR RIDE ENTRANCE ELEVATION - NORTH 0" 2'-0" 4'-0"8'-0" 1/4" = 1'-0"6 EXTERIOR RIDE ENTRANCE ELEVATION - WEST 0" 2'-0" 4'-0"8'-0" 1/4" = 1'-0"1 EXTERIOR RIDE O. BUILDING ELEVATION - NORTH 1/4" = 1'-0"3 EXTERIOR RIDE O. BUILDING ELEVATION - EAST 1/4" = 1'-0"4 EXTERIOR RIDE O. BUILDING ELEVATION - WEST 1/4" = 1'-0"2 EXTERIOR RIDE O. BUILDING ELEVATION - SOUTH DELTA DESCRIPTION DATE SDP/CDP SUMITTAL NOT FOR CONSTRUCTION SDP/CDP SUMITTAL January 17, 2024 Item #2 Page 83 of 91 LEVEL 1 0' - 0" LEVEL 1 0' - 0" 1 2 3 4 5 6 7 10 11 13 MAX HEIGHT 45' - 0" MAX HEIGHT 45' - 0" 2 A-601 3 A-601 TOP OF ROOF RIDGE 43' - 0" TOP OF ROOF RIDGE 43' - 0" P.E.M.B FRAMING STRUCTURE CONTROL ROOM 122 COVERED UN-CONDITIONED QUEUE 001 RIDE 120 98 12 1 A-602 2 A-602 A-611 1 A-611 2 A-611 3 P.E.M.B FRAMING STRUCTURE P.E.M.B METAL ROOF PANEL OVER INSULATION WITH WITH THERMAL BRIDGING OVER Z-PURLINS & ADDED LINER INSULATION. REFER TO CODE SHEET FOR MAXIMUM U-VALUE. WARPED PLANE @ 45' EXISTING AVERAGE GRADE RIDE PIT LEVEL. -5' - 10" RIDE PIT LEVEL. -5' - 10" LEVEL 1 0' - 0" LEVEL 1 0' - 0" E D C AB RIDE PLATFORM LEVEL 12' - 8 1/2" RIDE PLATFORM LEVEL 12' - 8 1/2" RIDE PIT LEVEL -5' - 10" RIDE PIT LEVEL -5' - 10" 1 A-601 MAX HEIGHT 45' - 0" MAX HEIGHT 45' - 0" TOP OF ROOF RIDGE 43' - 0" TOP OF ROOF RIDGE 43' - 0" A-612 3 INTERACTIVE ZONE 2 (BUILD AND MISSION BRIEF) 107 A-612 1 A-612 2 P.E.M.B METAL ROOF PANEL OVER INSULATION WITH WITH THERMAL BRIDGING OVER Z-PURLINS & ADDED LINER INSULATION. REFER TO CODE SHEET FOR MAXIMUM U-VALUE. WARPED PLANE @ 45' EXITING GRADE LEVEL 1 0' - 0" LEVEL 1 0' - 0" E D C AB 1 A-601 MAX HEIGHT 45' - 0" MAX HEIGHT 45' - 0" TOP OF ROOF RIDGE 43' - 0" TOP OF ROOF RIDGE 43' - 0" A-613 1 CONTROL ROOM 122 INTERACTIVE ZONE 1 (MEET THE SQUAD) 103 QUEUE 2 104 HOLDING/PREBATCH 106 ROOF ACCESS LADDER WITH PLATFORM AND SECURED PANEL THERMOPLASTIC-POLYOLEFIN (TPO) ROOFING OVER TAPERED INSULATION, OVER STEEL STRUCTURE. COLD-FORMED METAL STUD WALL WITH EXTERIOR EIFS INSULATION SYSTEM, CEMENT BOARD AND SMOOTH ACRYLIC FINISH SYSTEM; WOOL BATT INSULATION IN WALL CAVITY AND 5/8" GYPSUM BOARD ON INSIDE FACE. REFER TO CODE SHEET FOR MAXIMUM U-VALUE. WARPED PLANE @ 45' EXITING GRADE 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 : 3 7 : 1 2 P 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-601 BUILDING SECTIONS 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 . LE G O L A N D C A L I F O R N I A PR 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 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 - 6 0 1 - B U I L D I N G S E C T I O N S / O A 75% CONSTRUCTION DOCUMENTS Orcutt HHCP LLC 0" 8'-0" 16'-0"32'-0" 0" 8'-0" 16'-0"32'-0" 1/16" = 1'-0"1 BUILDING SECTION 1 1/16" = 1'-0"2 BUILDING SECTION 20" 8'-0" 16'-0"32'-0" 1/16" = 1'-0"3 BUILDING SECTION 3 SHEET NOTES A. SEE SHEET G-002 FOR SYMBOLS & GENERAL NOTES. REFER TO G-003 FOR ABBREVIATION LIST B. REFER TO LIFE SAFETY FOR RATED WALL INFORMATION. C. REFER TO OVERALL PLANS FOR BUILDING SECTION MARKS. DELTA DESCRIPTION DATE SDP/CDP SUMITTAL NOT FOR CONSTRUCTION SDP/CDP SUMITTAL January 17, 2024 Item #2 Page 84 of 91 LEVEL 1 0' - 0" E D C AB RIDE PLATFORM LEVEL 12' - 8 1/2" RIDE PIT LEVEL -5' - 10" 1 A-601 MAX HEIGHT 45' - 0" TOP OF ROOF RIDGE 43' - 0" RIDE 120 RIDE 120 BRICK BUILDING 130 A-613 2 A-613 3 COLD FORM METAL STUD FRAMED WALL PILASTER WITH HORIZONTAL METAL PANEL, ATTACHED TO P.E.M.B STRUCTURE. P.E.M.B FRAMING STRUCTURE P.E.M.B METAL ROOF PANEL OVER INSULATION WITH WITH THERMAL BRIDGING OVER Z-PURLINS & ADDED LINER INSULATION. REFER TO CODE SHEET FOR MAXIMUM U-VALUE.WARPED PLANE @ 45' EXITING GRADE RIDE PIT LEVEL. -5' - 10" RIDE PIT LEVEL. -5' - 10" LEVEL 1 0' - 0" E D C AB RIDE PLATFORM LEVEL 12' - 8 1/2" RIDE PIT LEVEL -5' - 10" 1 A-601 MAX HEIGHT 45' - 0" TOP OF ROOF RIDGE 43' - 0" RIDE 120 ELEC. 125 P.E.M.B FRAMING STRUCTURE P.E.M.B METAL ROOF PANEL OVER INSULATION WITH WITH THERMAL BRIDGING OVER Z-PURLINS & ADDED LINER INSULATION. REFER TO CODE SHEET FOR MAXIMUM U-VALUE.WARPED PLANE @ 45' EXITING GRADE RIDE PIT LEVEL. -5' - 10" RIDE PIT LEVEL. -5' - 10" 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 : 5 2 : 5 1 P 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-602 BUILDING SECTIONS 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 . LE G O L A N D C A L I F O R N I A PR 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 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 - 6 0 2 - B U I L D I N G S E C T I O N S / O A 75% CONSTRUCTION DOCUMENTS Orcutt HHCP LLC 1/16" = 1'-0"1 BUILDING SECTION 4 1/16" = 1'-0"2 BUILDING SECTION 5 0" 8'-0" 16'-0"32'-0"0" 8'-0" 16'-0"32'-0" SHEET NOTES A. SEE SHEET G-002 FOR SYMBOLS & GENERAL NOTES. REFER TO G-003 FOR ABBREVIATION LIST B. REFER TO LIFE SAFETY FOR RATED WALL INFORMATION. C. REFER TO OVERALL PLANS FOR BUILDING SECTION MARKS. DELTA DESCRIPTION DATE SDP/CDP SUMITTAL NOT FOR CONSTRUCTION SDP/CDP SUMITTAL January 17, 2024 Item #2 Page 85 of 91 LEVEL 1 0' - 0" ENTRY 101 ACRYLIC PANEL ON ALUMINUM FRAME ON WALL RECESS. CUSTOM TOWER ANTENNA CUSTOM TOWER ANTENNA THERMOPLASTIC-POLYOLEFIN (TPO) ROOFING OVER TAPERED INSULATION, OVER STEEL STRUCTURE. 6" STEEL DIAMOND PLATE OVER METAL DECK STEEL DIAMOND PLATE OVER METAL DECK WALL MOUNTED ACCESS LADDER DOOR AS SCHEDULED COLD-FORMED METAL FRAMING FLUID APPLIED WEATHER BARRIER THERMOPLASTIC-POLYOLEFIN (TPO) ROOFING OVER TAPERED INSULATION, OVER STEEL STRUCTURE. LINEAR DISCONTINUOUS CEILING DOOR AS SCHEDULED PAINTED DOORDOOR PANEL IN OPEN POSITION 5' - 5" TOP OF METAL STUD 1 A-802 1' - 0 " 4 A-804 4 A-726 6 A-713 1/4" / 12" CAST-IN-PLACE CONCRETE FLOOR SLAB OVER VAPOR BARRIER AND COMPACTED GRADE LEVEL 1 0' - 0" 13 12 COVERED UN-CONDITIONED QUEUE 001 COLD-FORMED METAL STUD WALL WITH EXTERIOR EIFS INSULATION SYSTEM, CEMENT BOARD AND SMOOTH ACRYLIC FINISH SYSTEM; WOOL BATT INSULATION IN WALL CAVITY AND 5/8" GYPSUM BOARD ON INSIDE FACE. REFER TO CODE SHEET FOR MAXIMUM U-VALUE. F.R.P. TRIM QUEUE RAILING BREAKAWAY QUEUE RAILING STRUCTURAL SUPPORT 3 A-603 CUSTOM ALUMINUM FRAME CANOPY WITH PERFORATED METAL & EXTERIOR GRADE ACRYLIC PANEL F.R.P. PANEL F.R.P. PANEL CANOPY COLUMN ACRYLIC PANEL QUEUE RAILING FRP-P5 FRP-P3 FRP-T1 7' - 1 0 " 3' - 1 1 / 4 " 1' - 6 3 / 4 " 12 ' - 6 " 12 " . 147.3° 1 5 3.7 ° 7 A-725 3 A-726 3 A-711 INTEGRATED GUTTER BEAM ALUMINUM FRAME ALUMINUM CHANEL ACRYLIC PANEL ALUMINUM DECK ALUMINUM GUTTER BEYOYN 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 3 : 4 1 : 1 1 P 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-603 PARTIAL BUILDING SECTIONS 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 . LE G O L A N D C A L I F O R N I A PR 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 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 - 6 0 3 - P A R T I A L B U I L D I N G S E C T I O N S / O A 75% CONSTRUCTION DOCUMENTS Orcutt HHCP LLC 0" 4'-0" 8'-0"16'-0"0" 4'-0" 8'-0"16'-0" 1/2" = 1'-0"1 PARTIAL SECTION - ENTRANCE 1/2" = 1'-0"2 PARTIAL SECTION - QUEUE LINE 3" = 1'-0"3 EXTERIOR CANOPY DETAIL 0" 4'-0" 8'-0"16'-0" DELTA DESCRIPTION DATE SDP/CDP SUMITTAL NOT FOR CONSTRUCTION SDP/CDP SUMITTAL January 17, 2024 Item #2 Page 86 of 91 LEVEL 10' - 0"LEVEL 10' - 0" 1 A-604 SLOPE SLOPE CANVAS AWNING OVERALUMINUM WALLMOUNTED FRAME COLD-FORMED METALSTUD WALL WITHEXTERIOR EIFSINSULATION SYSTEM,CEMENT BOARD ANDSMOOTH ACRYLIC FINISHSYSTEM; WOOL BATTINSULATION IN WALLCAVITY AND 5/8" GYPSUMBOARD ON INSIDE FACE.REFER TO CODE SHEETFOR MAXIMUM U-VALUE. ALUMINUM ENTRANCEDOOR LEVEL 10' - 0"LEVEL 10' - 0" 2 A-604 SLOPE ALUMINUM HANDRAILSAND RAILINGS SLOPE COLD-FORMED METALSTUD WALL WITHEXTERIOR EIFSINSULATION SYSTEM,CEMENT BOARD ANDSMOOTH ACRYLIC FINISHSYSTEM; WOOL BATTINSULATION IN WALLCAVITY AND 5/8" GYPSUMBOARD ON INSIDE FACE.REFER TO CODE SHEETFOR MAXIMUM U-VALUE. FIX ALUMINUM FRAMEWINDOW LEVEL 10' - 0" INTERACTIVE ZONE 2 (BUILD ANDMISSION BRIEF) 107 HOLDING/PREBATCH 106 QUEUE 3 108 LOAD PLATFORM 109 RIDE 120 COLD-FORMED METALSTUD WALL WITHEXTERIOR EIFSINSULATION SYSTEM,CEMENT BOARD ANDSMOOTH ACRYLIC FINISHSYSTEM; WOOL BATTINSULATION IN WALLCAVITY AND 5/8" GYPSUMBOARD ON INSIDE FACE.REFER TO CODE SHEETFOR MAXIMUM U-VALUE. CUSTOM MONITORS,O.P.C.I. CUSTOM FRP SHAPEOVER COLD FORM METALSTUD FRAMED WALL,EXTERIOR SHEATHING, 1"INSULATION BOARD ANDSMOOTH ACRYLIC FINISH. THERMOPLASTIC-POLYOLEFIN(TPO) ROOFING OVERTAPERED INSULATION,OVER STEELSTRUCTURE. INSULATED METAL FLATPANELS, OVER Z-GIRTS,LINER INSULATION OVERP.E.M.B METAL FRAMINGSTRUCTURE. PROVIDETHERMAL BLOCKBETWEEN GIRTS ANDMETAL PANEL. REFER TOCODE SHEET FORMAXIMUM U-VALUE. CUSTOM FRP SHOW SET.O.P.C.I. CAST-IN-PLACECONCRETE FLOOR SLABOVER VAPOR BARRIERAND COMPACTED GRADE P.E.M.B FRAMINGSTRUCTURE 3.2 m 10 ' - 5 " CEILING SEE THEMED BOOK 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 - 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 6/ 7 / 2 0 2 3 2 : 0 6 : 5 5 P 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-604 PARTIAL BUILDING SECTIONS SDP/CDP SUBMITTAL EH, LMS 06.07.20234139.00 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 - S D P / C D P S U B M I T T A L / A - 6 0 4 - P A R T I A L B U I L D I N G S E C T I O N S / O A SDP/CDPSUBMITTAL Orcutt HHCP LLC 0" 2'-0" 4'-0"8'-0"0" 2'-0" 4'-0"8'-0" 1/4" = 1'-0"2 PARTIAL SECTION 1 - RIDE OPERATOR BUILDING 1/4" = 1'-0"1 PARTIAL SECTION 2 - RIDE OPERATOR BUILDING 1/4" = 1'-0"3 PARTIAL SECTION - LOAD PLATFORM 0" 2'-0" 4'-0"8'-0" SHEET NOTES A. SEE SHEET G-002 FOR SYMBOLS & GENERAL NOTES. REFER TO G-003FOR ABBREVIATION LIST B. REFER TO LIFE SAFETY FOR RATEDWALL INFORMATION. C. REFER TO OVERALL PLANS FORBUILDING SECTION MARKS. DELTA DESCRIPTION DATE 09.26.2023 9/ 2 6 / 2 0 2 3 3 : 4 1 : 1 1 P 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 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 - 6 0 3 - P A R T I A L B U I L D I N G S E C T I O N S / O A A - 6 0 4 - P A R T I A L B U I L D I N G S E C T I O N S / O A NOT FOR CONSTRUCTION SDP/CDP SUMITTAL January 17, 2024 Item #2 Page 87 of 91 120 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 9 : 2 3 : 1 8 P 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-901 EXTERIOR ISOMETRICS SDP/CDP SUMITTAL EH, LMS 06.30.20234139.00 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 . LE G O L A N D C A L I F O R N I A PR 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 E C T 2 0 2 5 - S D P / C D P S U M I T T A L / A - 9 0 1 - E X T E R I O R I S O M E T R I C S / O A SDP/CDP SUMITTAL Orcutt HHCP LLC 2 EXTERIOR PERSPECTIVE 1 EXTERIOR PERSPECTIVE 3 EXTERIOR PERSPECTIVE 4 EXTERIOR PERSPECTIVE SHEET NOTES A. EXTERIOR ISOMETRICS AND PERSPECTIVES ARE INCLUDED FOR GENERAL REFERENCE ONLY. REFER TO ALL DRAWINGS FOR LAYOUTS AND NOTATIONS. B. REFER TO ELEVATIONS FOR MATERIAL LEGENDS AND NOTES. N.T.S.N.T.S. N.T.S.N.T.S. DELTA DESCRIPTION DATE 09.26.2023 NOT FOR CONSTRUCTION SDP/CDP SUMITTAL January 17, 2024 Item #2 Page 88 of 91 120 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 9 : 2 7 : 1 0 P 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-902 EXTERIOR PERSPECTIVES SDP/CDP SUMITTAL EH, LMS 06.30.20234139.00 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 . LE G O L A N D C A L I F O R N I A PR 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 E C T 2 0 2 5 - S D P / C D P S U M I T T A L / A - 9 0 2 - E X T E R I O R P E R S P E C T I V E S / O A SDP/CDP SUMITTAL Orcutt HHCP LLC 1 EXTERIOR PERSPECTIVE SHEET NOTES A. EXTERIOR ISOMETRICS AND PERSPECTIVES ARE INCLUDED FOR GENERAL REFERENCE ONLY. REFER TO ALL DRAWINGS FOR LAYOUTS AND NOTATIONS. B. REFER TO ELEVATIONS FOR MATERIAL LEGENDS AND NOTES. 2 EXTERIOR PERSPECTIVE N.T.S.N.T.S. N.T.S.N.T.S. 3 EXTERIOR PERSPECTIVE 4 EXTERIOR PERSPECTIVE DELTA DESCRIPTION DATE 09.26.2023 NOT FOR CONSTRUCTION SDP/CDP SUMITTAL January 17, 2024 Item #2 Page 89 of 91 EXHIBIT 7 Full Size Project Exhibit(s) “A” – “TT” dated January 17, 2024 (On file in the Office of the City Clerk) January 17, 2024 Item #2 Page 90 of 91 LIST OF ACRONYMS AND ABBREVIATIONS EXHIBIT 8 This is a list of acronyms and abbreviations (in alphabetical order) that are commonly used in staff reports. Acronym Description Acronym Description APA American Planning Association LCPA Local Coastal Program Amendment APN Assessor Parcel Number LOS Level of Service AQMD Air Quality Management District MND Mitigated Negative Declaration BMP Best Management Practice NCTD North County Transit District CALTRANS California Department of Transportation ND Negative Declaration CC City Council PC Planning Commission CCR Conditions, Covenants and Restrictions PDP Planned Development Permit CEQA California Environmental Quality Act PEIR Program Environmental Impact Report CFD Community Facilities District PUD Planned Unit Development CIP Capital Improvement Program ROW Right of Way COA Conditions of Approval RWQCB Regional Water Quality Control Board CofO Certificate of Occupancy SANDAG San Diego Association of Governments CT Tentative Parcel Map SDP Site Development Permit CUP Conditional Use Permit SP Specific Plan DIF Development Impact Fee SWPPP Storm Water Pollution Prevention Program DISTRICT City Council Member District Number TM Tentative Map EIR Environmental Impact Report ZC Zone Change EIS Environmental Impact Statement (federal) EPA Environmental Protection Agency FEMA Federal Emergency Management Agency GP General Plan GPA General Plan Amendment GIS Geographic Information Systems HCA Housing Crisis Act 2019 IS Initial Study January 17, 2024 Item #2 Page 91 of 91 Legoland California Project 2025 Jason Goff, Senior Planner Community Development January 17, 2024 SDP 2023-0012 / CDP 2023-0022 41 Project Location 42 Required Permits Legoland California Project 2025 4343 •Site Development Plan, SDP 2023-0012 •Coastal Development Permit, CDP 2023-0022 Project Site 44 4545 ExistingDriving School Junior Driving School 4646 ProposedChildren’s Play Structure Toddler’s Play Area Headline Ride Secondary Ride 4747 Request for Increased Building Height Per the Carlsbad Ranch Specific Plan, all buildings within LEGOLAND shall not exceed the height of 35 feet or three levels. Additional building height may be permitted to a maximum of 45 feet through a Site Development Plan approved by City Council provided that: The building does not contain more than three levels; All required setbacks are increased at a ratio of one horizontal foot for every one foot of vertical construction beyond thirty-five feet; and The additional setback area is maintained as landscaped open space. Legoland California Project 2025 CEQA Determination 4949 •Nov. 30, 2023 - City Planner issues determination of exemption pursuant to CEQA Guidelines Sections 15332, In-Fill Development Projects. •Nov. 30, 2023 – CEQA Determination posted for 10-day noticing period. •No comments received. •No appeal filed. Legoland California Project 2025 Project Consistency •General Plan (VC, Visitor Commercial) •Zoning (C-T-Q, Commercial Tourist, Qualified Development Overlay) •Carlsbad Ranch Specific Plan •Local Coastal Program (Mello II Segment) •California Environmental Quality Act (CEQA) 50 Legoland California Project 2025 Recommended Action Adopt the resolution, exhibit 1, recommending approval of site development plan, SDP 2023-0012; and a coastal development permit, CDP 2023-0022, based upon the findings and subject to the conditions contained therein. 51 Legoland California Project 2025 BACKUP SLIDES 52 Legoland California Project 2025 5353 54 55 56 57 58 59