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HomeMy WebLinkAbout03 - Chase Bank and Westcliff Plaza Shopping CenterfiEWPOo COMMUNITY DEVELOPMENT DEPARTMENT 04 �� PLANNING DIVISION U$ 3300 Newport Boulevard, Building C, Newport Beach, CA 92663 (949) 644 -3200 Fax: (949) 644 -3229 CgCIFURN�P www.newportbeachca.gov CITY OF NEWPORT BEACH ZONING ADMINISTRATOR STAFF REPORT June 27, 2012 Agenda Item 3 SUBJECT: Chase Bank - (PA2012 -035) 1000 Irvine Avenue • Minor Use Permit No. UP2012 -004 • Comprehensive Sign Program No. CS2012 -006 Chase Bank and Westcliff Plaza Shopping Center — (PA2012 -035) 1000 Irvine Avenue and 1016 -1150 Irvine Avenue • Lot Line Adjustment No. LA2012 -002 APPLICANT: Irvine Company PLANNER: Makana Nova, Assistant Planner (949) 644 -3249, mnova @newportbeachca.gov ZONING DISTRICT /GENERAL PLAN • Zone: CN (Commercial Neighborhood) • General Plan: CN (Neighborhood Commercial) PROJECT SUMMARY A minor use permit, comprehensive sign program, and lot line adjustment to allow the construction of a new 4,005- square -foot financial institution. The minor use permit is requested to allow a dual lane drive - through ATM on -site. The comprehensive sign program application includes a request to allow one additional secondary wall sign on a second secondary frontage, a 30 percent increase in area for both secondary wall signs, and deviations from the minimum separation and placement requirements for wall signs in the middle 50 percent of the tenant frontage. The proposed lot line adjustment will move the interior lot lines to encompass existing landscape areas on the Westcliff Plaza Shopping Center to provide for parking, ATM, drive - aisle, and landscape improvements for the development of the bank site at 1000 Irvine Avenue. Existing parking drive aisles or traffic circulation within the Westcliff Plaza Shopping Center will not be impacted. The lot line adjustment increases the area of the existing 22,366- square -foot 1000 Irvine Avenue parcel by 4,260 square feet to 26,626 square feet. The area of the existing Westcliff Plaza parcel is 339,768 square feet and the proposed lot line adjustment would decrease the size of the Westcliff Plaza parcel to 335,508 square feet. RECOMMENDATION 1) Conduct a public hearing; and 2) Adopt Draft Zoning Administrator Resolution No. ZA2012 -_ approving Minor Use Permit No. UP2012 -004 and Comprehensive Sign Program No. CS2012 -006 (Attachment No. ZA 1). 3) Adopt Draft Zoning Administrator Resolution No. ZA2012- approving Lot Line Adjustment No. LA2012 -002 (Attachment No. ZA 2). DISCUSSION • The subject properties are bounded by Irvine Avenue to the northwest, Westcliff Drive to the southwest, and the Westcliff Shopping Center to the northeast and southeast. The area in the vicinity of the project site is developed with commercial uses across Irvine Avenue and Westcliff Drive. • Chase Bank will occupy a new 4,005 gross square foot pad building at the southwest corner of the Westcliff Shopping Center. Access to the shopping center is obtained through driveways along Irvine Avenue and Westcliff Drive. The Westcliff Shopping Center, located on an adjacent property is developed with six primary buildings facing Irvine Avenue and Westcliff Drive, and there are currently 21 tenant spaces within the shopping center. • The General Plan designates both sites CN (Neighborhood Commercial). The CN land use category is intended to provide for a range of retail and service uses developed in one or more distinct centers oriented to primarily serve the needs of and maintain compatibility with residential uses in the immediate area. The proposed financial institution is a retail /service use consistent with this land use category. • Both sites are located in the CN (Commercial Neighborhood) Zoning District. The proposed financial institution is a permitted use. The drive - through ATM is allowed with the approval of a minor use permit. • The project is compatible with existing and allowed uses within the shopping center. Other uses in the shopping center include restaurants, a massage establishment, and retail uses including a grocery store. • Based on the previous gas station development with ten (10) fueling positions and the proposed 4,005- square -foot bank building, the proposed project is not forecasted to generate a net increase of 300 daily trips based on current ITE Trip Generation Rates. The proposed project does not require a Traffic Phasing Ordinance Study. Tmplt:01 -05 -12 • The proposed project complies with the landscape standards identified in Section 20.36.050 (General Landscape Standards). • Remediation of the existing service station site is in process through the County of Orange and will be completed prior to the issuance of building permits for the proposed project. Minor Use Permit -Bank Drive - Through • The proposed project complies with the signage, pedestrian and traffic circulation, screening, and landscape standards provided in Section 20.48.080 (Drive- Through and Drive -Up Facilities) of the Zoning Code. • The applicant has provided a drive - through queuing study that demonstrates, to the satisfaction of the Public Works Department, that adequate queuing space will be available within the drive - through area to accommodate anticipated ATM demand at the banking facility. • A surface parking lot containing 26 parking spaces will be provided on the bank site at 1000 Irvine Avenue. Seventeen total parking spaces are required for the proposed financial institution. The proposed project complies with the parking area requirements and landscaping standards as provided in Section 20.40.070 (Development Standards for Parking Areas). Comprehensive Sign Program -Chase Bank • A comprehensive sign program is required whenever three or more non - exempt signs are proposed for a single- tenant development. • The Zoning Code, which applies to commercial zoning districts other than Planned Community Districts, allows each tenant in a multi- tenant building one wall sign of 1.5 times the linear frontage up to 75 square feet maximum sign area on the primary building frontage; other frontages are treated as secondary and are limited to 50 percent of the primary frontage allocation for any secondary building frontages. Strict application of this regulation does not provide adequate signage for the financial institution at this project location. • Pursuant to Section 20.42.140 (Comprehensive Sign Program), deviations from the sign standards are allowed with regard to sign area (allow an increase of up to 30 percent), total number, location, and /or height of signs (allow an increase of up to 20 percent) to the extent that the comprehensive sign program will enhance the overall development and will more fully accomplish the purpose and intent of the sign chapter. The proposed secondary wall signage includes an area increase of 30 percent. Tmplt:01 -05 -12 • The Sign Program submitted by the applicant requests deviation in sign area, total number, and location of wall signs. The proposed signage will provide adequate identification of the site and individual tenants by improving visibility from Irvine Avenue and Westcliff Drive. The program will: • Allow two secondary wall signs an area increase up to no more than 30 percent. The Zoning Code allows secondary wall signs at 50 percent of the primary building frontage total. The primary frontage sign is 57.6 sq ft in area which would limit the secondary wall signs to 28.8 sq ft in area. A 30 percent increase in the secondary wall signs is requested which would allow for 37.4 square feet. Both secondary signs are proposed to be 36.9 square feet in area. • Allow multiple signs for the single tenant that may include more than one wall sign, vehicle oriented directional signs, ATM signs, and /or window signs. • Allow the placement of the proposed wall signage to deviate from the Zoning Code standards for placement within the middle 50 percent of the building frontage. The proposed wall sign locations are designed for coherence with the building facades and will provide adequate distance to avoid visual clutter and compliment the architecture of the proposed development. • The sign program as recommended by staff will comply with the Sign Code of the Newport Municipal Code and is within the limitations authorized by the Comprehensive Sign Program. Refer to Attachment No. ZA 6 for a comparison of the proposed sign program standards with the current Zoning Code development standards. Lot Line Adjustment • The area of the bank site (1000 Irvine Avenue, Lot 16 of Tract No. 4824) is currently 22,366 square feet (approximately 0.51 acres). The proposed lot line adjustment would increase the size of the bank site by 4,260 square feet to total 26,626 square feet (approximately 0.61 acres). The proposed lot line adjustment will move the interior lot lines between two legal lots. • The area of the existing Westcliff Plaza parking area (1016 -1150 Irvine Avenue ,Lot 17 of Tract No. 4824) is 339,768 square feet (approximately 7.8 acres). The proposed lot line adjustment would decrease the size of the subject property by 4,260 square feet to 335,508 square feet (approximately 7.7 acres). The proposed lot line adjustment will move the interior lot lines to remove existing landscape areas from the Westcliff Plaza site and will not impact existing parking drive aisles or traffic circulation within the Westcliff Plaza Shopping Center. ENVIRONMENTAL REVIEW The Minor Use Permit has been reviewed, and it has been determined that it is categorically exempt from the requirements of the California Environmental Quality Act under Class 3 (New Construction or Conversion of Small Structures), per Section 15303 Tmplt:01 -05 -12 of the California Environmental Quality Act, because The Class 3 exemption applies to up to four commercial buildings in urbanized areas not exceeding 10,000 square feet in floor area on sites zoned for such use, if not involving the use of significant amounts of hazardous substances where all necessary public services and facilities are available and the surrounding area is not environmentally sensitive. The subject property is zoned for retail and service commercial uses and the proposed project does not involve significant amounts of hazardous substances and all necessary public services and facilities are provided. The proposed project is consistent with this exemption and involves the development of one commercial building with a total of 4,008 square feet and parking lot accessory structures within an urbanized area. The Comprehensive Sign Program has been reviewed, and it has been determined that is categorically exempt from the requirements of the California Environmental Quality Act under Class 11 (Accessory Structures). The project consists of on- premise signs which are exempt under the Class 11 designation. The Lot Line Adjustment has been reviewed, and it has been determined that it is categorically exempt from the requirements of the California Environmental Quality Act under Class 5 (Minor Alterations in Land Use Limitations). The project consists of minor alterations in land use limitations in areas with an average slope of less than 20 percent which do not result in any changes in land use or density, including but not limited to minor lot line adjustments not resulting in the creation of any new parcel. PUBLIC NOTICE Notice of this application was mailed to all owners of property within 300 feet of the boundaries of the site (excluding intervening rights -of -way and waterways) including the applicant and posted on the subject property at least 10 days prior to the decision date, consistent with the provisions of the Municipal Code. APPEAL PERIOD An appeal may be filed with the Director of Community Development or City Clerk, as applicable, within fourteen (14) days following the date the action or decision was rendered unless a different period of time is specified by the Municipal Code (e.g., Title 19 allows ten (10) day appeal period for tentative parcel and tract maps, lot line adjustments, or lot mergers). For additional information on filing an appeal, contact the Planning Division at 949 644 -3200. Prepared by: Mak6na VOva Assistant Planner BW /mkn Tmplt:01 -05 -12 Attachments Tmplt:01 -05 -12 ZA 1 Minor Use Permit and Comprehensive Sign Program Draft Resolution ZA 2 Lot Line Adjustment Draft Resolution ZA 3 Vicinity Map ZA 4 Site Photos ZA 5 Project Plans ZA 6 Comprehensive Sign Program Plans ZA 7 Lot Line Adjustment Plans Attachment No. ZA 1 Minor Use Permit and Comprehensive Sign Program Draft Resolution Tmp1e01 -05 -12 RESOLUTION NO. ZA2012 - # ## A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH APPROVING MINOR USE PERMIT NO. UP2012 -004 AND COMPREHENSIVE SIGN PROGRAM NO. CS2012 -006 FOR A NEW FINANCIAL INSTITUTION WITH A DRIVE - THROUGH ATM LOCATED AT 1000 IRVINE AVENUE (PA2012 -035) THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. 1. An application was filed by The Irvine Company, with respect to property located at 1000 Irvine Avenue, and legally described as Lot 16 of Tract 4824 requesting approval of a minor use permit and comprehensive sign program. 2. The applicant proposes a minor use permit and comprehensive sign program to allow the construction of a new 4,005- square -foot financial institution. The minor use permit is requested to allow a dual lane drive - through ATM on -site. The comprehensive sign program application includes a request to allow one additional secondary wall sign on a second secondary frontage, a 30 percent increase in area for both secondary wall signs, and deviations from the minimum separation and placement requirements for wall signs in the middle 50 percent of the tenant frontage. 3. The subject property is located within the CN (Commercial Neighborhood) Zoning District and the General Plan Land Use Element category is CN (Neighborhood Commercial). 4. The subject property is not located within the coastal zone. 5. A public hearing was held on June 27, 2012 in the City Hall Council Chambers, 3300 Newport Boulevard, Newport Beach, California. A notice of time, place and purpose of the meeting was given in accordance with the Newport Beach Municipal Code. Evidence, both written and oral, was presented to, and considered by, the Zoning Administrator at this meeting. SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION. 1. This minor use permit has been determined to be categorically exempt under the requirements of the California Environmental Quality Act under Class 3 (New Construction or Conversion of Small Structures). The Class 3 exemption applies to up to four commercial buildings in urbanized areas not exceeding 10,000 square feet in floor area on sites zoned for such use, if not involving the use of significant amounts of hazardous substances where all necessary public services and facilities are available and the surrounding area is not environmentally sensitive. The subject property is zoned for retail and service commercial uses, the proposed project does not involve significant amounts of hazardous substances, and all necessary public services and Zoning Administrator Resolution No. Paqe 2 of _14 facilities are provided. The proposed project is consistent with this exemption and involves the development of one commercial building with a total of 4,005 square feet and parking lot accessory structures within an urbanized area. 2. This comprehensive sign program has been determined to be categorically exempt under the requirements of the California Environmental Quality Act under Class 11 (Accessory Structures). The project consists of on- premise signs which are exempt under the Class 11 designation. SECTION 3. REQUIRED FINDINGS. Minor Use Permit In accordance with Section 20.52.020.F of the Newport Beach Municipal Code, the following findings and facts in support of the findings for a use permit are set forth: Finding A. The use is consistent with the General Plan and any applicable specific plan: Facts in Support of Finding 1. The General Plan land use designation for this site is CN (Neighborhood Commercial). The CN designation is intended to provide for a range of retail and service uses developed in one or more distinct centers oriented to serve the needs of and maintain compatibility with residential uses in the immediate area. A financial institution with an ATM drive - through is a consistent use within this land use designation. Banks are complementary to the surrounding commercial and residential uses. 2. Retail uses such as financial institutions are common in the vicinity along the Westcliff Drive and serve visitors and residents. The establishment is compatible with the land uses permitted within the surrounding neighborhood. The new establishment will improve and revitalize the existing property and the surrounding neighborhood. 3. The subject property is not part of a specific plan area. Finding B. The use is allowed within the applicable zoning district and complies with all other applicable provisions of this Zoning Code and the Municipal Code: Facts in Support of Finding 1. The site is located in the CN (Commercial Neighborhood) Zoning District. The CN zoning district is intended to provide for areas appropriate for a range of retail and service uses developed in one or more distinct centers oriented to serve primarily the needs of and maintain compatibility with residential uses in the immediate area. The Tmplt: 12115/2011 Zoning Administrator Resolution No. Paqe 3 of _14 proposed financial institution is consistent with land uses permitted by the CN Zoning District. 2. The proposed use will comply with all applicable development and parking standards. A queuing study has been provided to demonstrate that adequate queuing space is available within the proposed dual lane drive - through to accommodate anticipated demand for the ATMs. Finding C. The design, location, size, and operating characteristics of the use are compatible with the allowed uses in the vicinity: Facts in Support of Finding 1. The hours of operation for the primary banking facility will be from 9:00 a.m. to 6:00 p.m. Monday through Friday and 9:00 a.m. to 4:00 p.m. on Saturdays. The walk -up and dual lane drive through ATM's will operate 24- hours, daily. 2. Prior to its closure and demolition in 2012, a gas service station had operated in this location since 1963 pursuant to Use Permit Nos. UP947 and UP3193. A number of other financial and retail tenants exist within the Westcliff Shopping Center and have demonstrated the location's capability of operating as a compatible commercial retail use with other land uses in the vicinity. 3. The two -lane drive through is oriented toward the east side of the property and is located approximately 400 feet from residential properties across Irvine Avenue. 4. The project has been reviewed for compliance with Section 20.48.080 (Drive- Through and Drive -Up Facilities) of the Zoning Code and complies with the development standards for circulation, walkways, parking, signage, landscaping, and screening. 5. The project has been reviewed for compliance with the parking area requirements and landscaping standards as provided in Section 20.40.070 (Development Standards for Parking Areas). 6. The surrounding commercial corridor contains various retail and visitor commercial uses. The proposed financial institution with a two -lane drive through is compatible with the existing and permitted uses within the neighborhood. Finding D. The site is physically suitable in terms of design, location, shape, size, operating characteristics, and the provision of public and emergency vehicle (e.g., fire and medical) access and public services and utilities: Tmplt: 12115/2011 Zoning Administrator Resolution No. Paqe 4 of _14 Facts in Support of Finding 1. The proposed parking lot provides adequate vehicle circulation and parking spaces for patrons. 2. Adequate public and emergency vehicle access, public services, and utilities are provided. 3. The tenant improvements to the project site will comply with all Building, Public Works, and Fire Codes. All ordinances of the City and all conditions of approval will be complied with. Finding E. Operation of the use at the location proposed would not be detrimental to the harmonious and orderly growth of the City, or endanger, jeopardize, or otherwise constitute a hazard to the public convenience, health, interest, a safety, or general welfare of persons residing or working in the neighborhood of the proposed use. Facts in Support of Finding 1. The project has been reviewed and includes conditions of approval to ensure that potential conflicts with the surrounding land uses are minimized to the greatest extent possible. 2. The proposed financial institution with dual lane drive - through will serve the surrounding residential community. This will revitalize the project site and provide an economic opportunity for the property owner to update the retail tenants and services, which best serve the quality of life for the surrounding residential community. Comprehensive Sign Program Pursuant to Section 20.42.120 of the Zoning Code, approval of a Comprehensive Sign Program is required whenever three or more non - exempt signs are proposed for a single - tenant development. In accordance with Section 20.42.120.E, a Comprehensive Sign Program shall comply with a number of standards. The following standards and facts in support of such standards are set forth: Standard F. The proposed sign program shall comply with the purpose and intent of this Chapter [Chapter 20.42: Signs], any adopted sign design guidelines and the overall purpose and intent of this Section [Section 20.42.120]. Tmplt: 12115/2011 Zoning Administrator Resolution No. Paqe 5 of _14 Facts in Support of Standard 1. In compliance with the purpose and intent of the Sign Code, the proposed Sign Program provides the uses with adequate identification without excessive proliferation of signage. Furthermore, it preserves community appearance by regulating the type, number, and general design of signage. Standard G. The proposed signs shall enhance the overall development, be in harmony with, and relate visually to other signs included in the Comprehensive Sign Program, to the structures and /or developments they identify, and to surrounding development when applicable. Facts in Support of Standard 1. The building is located on a new corner pad at the southwest corner of the Westcliff Plaza Shopping Center. The signage has been designed to be integral with the design and character of the building. 2. The tenant will be permitted signage that will provide adequate visibility on site and from Irvine Avenue and Westcliff Drive to the greatest extent possible. 3. All signage will be permitted pursuant to the submitted sign program matrix, which allows three wall signs, three vehicle- oriented directional signs, ATM signage, ATM canopy signage, headache bars, and additional ADA and parking signage as part of the application. The freestanding building will be allowed to have one wall sign on each of three building facades as depicted on the site plan. The size and location of the letters and logos of the signs will ensure that adequate visibility is provided, and not be abrupt in scale with the tenant frontage. Standard H. The sign program shall address all signs, including permanent, temporary, and exempt signs. Facts in Support of Standard 1. The Sign Program submitted for the project addresses all project signage. Temporary and exempt signs not specifically addressed in the program shall be regulated by the provisions of Chapter 20.42. Standard I. The sign program shall accommodate future revisions that may be required because of changes in use or tenants. Tmplt: 12115/2011 Zoning Administrator Resolution No. Paqe 6 of _14 Facts in Support of Standard 1. The project site is intended for a single pad tenant and has been designed to be effective for such use. 2. It is not anticipated that future revisions to the program will be necessary to accommodate normal changes in tenants or uses. However, flexibility has been incorporated into the Sign Program Matrix to allow minor deviations from the proposed signs. 3. Consistent with Chapter 20.42, the Director [or his /her designee] may approve minor revisions to the Sign Program if the intent of the original approval is not affected. Standard J. The program shall comply with the standards of this Chapter, except that deviations are allowed with regard to sign area, total number, location, and /or height of signs to the extent that the Comprehensive Sign Program will enhance the overall development and will more fully accomplish the purposes and intent of this Chapter. Facts in Support of Standard 1. The Sign Program requests deviation in the number and size of secondary wall signs which will aid and enhance the identification and visibility of the commercial tenants from the public roadway. 2. The proposed wall sign locations deviate from the Zoning Code standard limiting wall signs to the center 50 percent of the building frontage. The location of the wall signs are designed for coherence with the building facades and will provide adequate distance to avoid visual clutter and compliment the architecture of the proposed development. Standard K. The Approval of a Comprehensive Sign Program shall not authorize the use of signs prohibited by this Chapter. Facts in Support of Standard 1. The program does not authorize the use of prohibited signs. Standard L. Review and approval of a Comprehensive Sign Program shall not consider the signs' proposed message content. Facts in Support of Standard Tmplt: 12115/2011 Zoning Administrator Resolution No. _ Page 7 of 14 1. The program contains no regulations affecting sign message or content. SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: 1. The Zoning Administrator of the City of Newport Beach hereby approves Minor Use Permit No. UP2012 -004 and Comprehensive Sign Program No. CS2012 -006, subject to the conditions set forth in Exhibit A, which is attached hereto and incorporated by reference. 2. This action shall become final and effective fourteen days after the adoption of this Resolution unless within such time an appeal is filed with the City Clerk in accordance with the provisions of Title 20 Planning and Zoning, of the Newport Beach Municipal Code. 3. This resolution supersedes Use Permit Nos. UP947, UP3193, and UP2001 -024 (PA2001 -135), Modification Permit Nos. MD3186 and MD2001 -008 (PA2001 -010), which upon vesting of the rights authorized by this application, shall become null and void. PASSED, APPROVED AND ADOPTED THIS 27`h DAY OF JUNE, 2012. 0 Brenda Wisneski, AICP, Zoning Administrator Tmplt: 12/15/2011 Zoning Administrator Resolution No. Paqe 8 of _14 EXHIBIT "A" CONDITIONS OF APPROVAL PLANNING 1. The development shall be in substantial conformance with the approved site plan, floor plans and building elevations stamped and dated with the date of this approval. (Except as modified by applicable conditions of approval.) 2. All proposed signs shall be in conformance with the approved Comprehensive Sign Program Matrix for the project site and provisions of Chapter 20.42 of the Newport Beach Municipal Code. Locations of the signs are limited to the designated areas and shall comply with the limitations specified in the Sign Program Matrix included in Exhibit "B ". 3. Minor Use Permit No. UP2012 -004 and Comprehensive Sign Program No. CS2012 -006 shall expire unless exercised within 24 months from the date of approval as specified in Section 20.54.060 of the Newport Beach Municipal Code, unless an extension is otherwise granted. 4. The project is subject to all applicable City ordinances, policies, and standards, unless specifically waived or modified by the conditions of approval. 5. The applicant shall comply with all federal, state, and local laws. Material violation of any of those laws in connection with the use may be cause for revocation of this Use Permit. 6. This approval may be modified or revoked by the Zoning Administrator should he /she determine that the proposed uses or conditions under which it is being operated or maintained is detrimental to the public health, welfare or materially injurious to property or improvements in the vicinity or if the property is operated or maintained so as to constitute a public nuisance. 7. Any change in operational characteristics, expansion in area, or other modification to the approved plans, shall require an amendment to this Use Permit or the processing of a new use permit. 8. Should the property be sold or otherwise come under different ownership, any future owners or assignees shall be notified of the conditions of this approval by either the current business owner, property owner or the leasing agent. 9. Prior to the issuance of building permits, Fair Share Traffic Fees shall be paid for the new drive -in ATM in accordance with Chapter 15.38 of the Newport Beach Municipal Code. The applicant shall be credited for the reduction in fuel service station pumps and the remaining balance shall be charged or credited to the applicant. Tmplt: 12115/2011 Zoning Administrator Resolution No. Paqe 9 of _14 10. In accordance with Municipal Code Section 20.42.120.F of the Zoning Code, the Community Development Director may approve minor revisions to the Sign Program if the intent of the original approval is not affected. This may include deviations on the tenant configurations, such as combining or dividing suites. 11. All signs shall be maintained in accordance with Section 20.42.170 (Maintenance Requirements) of the Newport Beach Municipal Code. Temporary and exempt signs not specifically addressed in the program shall be regulated by the provisions of Chapter 20.42 of the Newport Beach Municipal Code. 12. Site Assessment Plan for Soil Contamination. Prior to the issuance of grading or building permits, the applicant shall submit written documentation from the Orange County Department of Environmental Health, the Certified Unified Program Agency (CPUPA) for Orange County, verifying that the project site is in compliance with all applicable Underground Storage Tank (UST) requirements, that the project site has passed any applicable UST site pollution testing and that the repair, maintenance and removal of any existing UST's is being performed in accordance with Orange County Department of Environmental Health (CUPA) regulations and policies. 13. Prior to the issuance of building permits, documents /plans shall be submitted demonstrating compliance with the requirements of Chapter 14.16 of the Municipal Code, Water- Efficient Landscaping Ordinance. 14. All landscape materials and irrigation systems shall be maintained in accordance with the approved landscape plan. All landscaped areas shall be maintained in a healthy and growing condition and shall receive regular pruning, fertilizing, mowing and trimming. All landscaped areas shall be kept free of weeds and debris. All irrigation systems shall be kept operable, including adjustments, replacements, repairs, and cleaning as part of regular maintenance. 15. All trash shall be stored within the building or within dumpsters stored in the trash enclosure (three walls and a self - latching gate) or otherwise screened from view of neighboring properties, except when placed for pick -up by refuse collection agencies. The trash enclosure shall have a decorative solid roof for aesthetic and screening purposes. 16. The applicant shall ensure that the trash dumpsters and /or receptacles are maintained to control odors. This may include the provision of either fully self- contained dumpsters or periodic steam cleaning of the dumpsters, if deemed necessary by the Planning Division. Cleaning and maintenance of trash dumpsters shall be done in compliance with the provisions of Title 14, including all future amendments (including Water Quality related requirements). 17. Prior to issuance of building permits, the applicant shall submit to the Planning Division an additional copy of the approved architectural plans for inclusion in the Planning file. The plans shall be identical to those approved by all City departments for Tmplt: 12115/2011 Zoning Administrator Resolution No. Paqe 10 of _14 building permit issuance. The approved copy shall include architectural sheets only and shall be reduced in size to 11 inches by 17 inches. The plans shall accurately depict the elements approved by this approval and shall highlight the approved elements such that they are readily discernible from other elements of the plans. 18. A copy of this resolution, including conditions of approval, shall be incorporated into the Building Division and field sets of plans prior to issuance of the building permits. 19. To the fullest extent permitted by law, applicant shall indemnify, defend and hold harmless City, its City Council, its boards and commissions, officials, officers, employees, and agents from and against any and all claims, demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including without limitation, attorney's fees, disbursements and court costs) of every kind and nature whatsoever which may arise from or in any manner relate (directly or indirectly) to City's approval of Chase Bank including, but not limited to, Minor Use Permit No. UP2012 -004 and Comprehensive Sign Program CS2012 -002 (PA2012 -035). This indemnification shall include, but not be limited to, damages awarded against the City, if any, costs of suit, attorneys' fees, and other expenses incurred in connection with such claim, action, causes of action, suit or proceeding whether incurred by applicant, City, and /or the parties initiating or bringing such proceeding. The applicant shall indemnify the City for all of City's costs, attorneys' fees, and damages which City incurs in enforcing the indemnification provisions set forth in this condition. The applicant shall pay to the City upon demand any amount owed to the City pursuant to the indemnification requirements prescribed in this condition. Fire Department Conditions 20. A "Knox" key storage box shall be provided for all new construction. Keys shall be provided for all exterior entry doors, fire protection equipment control rooms, mechanical and electrical rooms, and equipment spaces. 21. Fire extinguishers are required and shall be located within 75 feet of travel distances from all portions of the building. 22. Address signage shall be provided. Commercial buildings require six -inch address numbers, and shall be placed on the structure in such a position as to be plainly visible and legible from the street or roadway fronting the property. Numbers shall be non- combustible, contrast with their background and shall be either internally or externally illuminated to be visible at night. 23. All exit door hardware must meet the California Building Code Section 1008.1.9.3. Buildinq Division Conditions 24. The applicant is required to obtain all applicable permits from the City's Building Division and Fire Department. Separate building permits shall be required for the ATM's and site signage. The construction plans must comply with the most recent, City- adopted version Tmplt: 12115/2011 Zoning Administrator Resolution No. _ Pape 11 of 14 of the California Building Code. The project plans shall be stamped by a civil or structural engineer. The construction plans must meet all applicable State Disabilities Access requirements. 25. The applicant shall employ the following best available control measures ( "BACMs ") to reduce construction - related air quality impacts: Dust Control • Water all active construction areas at least twice daily. • Cover all haul trucks. • Pave or apply water four times daily to all unpaved parking or staging areas. • Sweep any site access points within two hours of any visible dirt deposits on any public roadway. • Cover or water twice daily any on -site stockpiles of debris, dirt or other dusty material. • Suspend all operations on any unpaved surface if winds exceed 25 mph. • Require 90 -day low -NOx tune -ups for off road equipment. • Limit allowable idling to 30 minutes for trucks and heavy equipment. Off -Site Impacts • Encourage car pooling for construction workers. • Limit lane closures to off -peak travel periods. • Park construction vehicles off traveled roadways. • Cover dirt hauled off -site. • Sweep access points daily. • Encourage receipt of materials during non -peak traffic hours. • Sandbag construction sites for erosion control. Fill Placement The number and type of equipment for dirt pushing will be limited on any day to ensure that SCAQMD significance thresholds are not exceeded. Maintain and utilize a continuous water application system during earth placement and compaction to achieve a 10 percent soil moisture content in the top six -inch surface layer, subject to review /discretion of the geotechnical engineer. 26. Prior to the issuance of grading permits, a Storm Water Pollution Prevention Plan (SWPPP) and Notice of Intent (NOI) to comply with the General Permit for Construction Activities shall be prepared, submitted to the State Water Quality Control Board for approval and made part of the construction program. The project applicant will provide the City with a copy of the NOI and their application check as proof of filing with the State Water Quality Control Board. This plan will detail measures and practices that will be in effect during construction to minimize the project's impact on water quality. 27. Prior to issuance of grading permits, the applicant shall prepare and submit a Water Quality Management Plan (WQMP) for the proposed project, subject to the approval of the Building Division and Code and Water Quality Enforcement Division. The WQMP Tmplt: 12/15/2011 Zoning Administrator Resolution No. Paqe 12 of _14 shall provide appropriate Best Management Practices (BMPs) to ensure that no violations of water quality standards or waste discharge requirements occur. 28. A list of "good house - keeping" practices will be incorporated into the long -term post - construction operation of the site to minimize the likelihood that pollutants will be used, stored or spilled on the site that could impair water quality. These may include frequent parking area vacuum truck sweeping, removal of wastes or spills, limited use of harmful fertilizers or pesticides, and the diversion of storm water away from potential sources of pollution (e.g., trash receptacles and parking structures). The Stage 2 WQMP shall list and describe all structural and non - structural BMPs. In addition, the WQMP must also identify the entity responsible for the long -term inspection, maintenance, and funding for all structural (and if applicable Treatment Control) BMPs. Public Works Conditions 29. All improvements shall be constructed as required by Ordinance and the Public Works Department. 30. Reconstruct the broken and /or otherwise damaged concrete sidewalk panels, concrete curb and gutter along the Westcliff Drive and Irvine Avenue frontages. 31. All unused driveway approaches along Westcliff Drive and Irvine Avenue shall be replaced with a new driveway plug per City Standards STD - 165 -L. 32. The existing storm drain line along Westcliff Drive is owned and maintained by Orange County Flood Control District (OCFCD). All proposed connections to said storm drain line shall be approved by OCFD. 33. All existing private, non - standard improvements within the public right -of -way and /or extensions of private non - standard improvements into the public right -of -way fronting the development site shall be removed. 34. An encroachment permit is required for all work activities within the public right -of -way. 35. In case of damage done to public improvements surrounding the development site by the private construction, additional reconstruction within the public right -of -way could be required at the discretion of the Public Works Inspector. 36. All signs and improvements shall comply with the City's sight distance requirement, City Standard 110 -L, with minor modifications to the sign distance standard as approved by the City Traffic Engineer. 37. Signage located within the site distance triangle shall be limited to 36 inches in height. 38. Traffic signage shall comply with California Manual of Uniform Traffic Control Signage Devices (MUTCD). Tmplt: 12115/2011 Zoning Administrator Resolution No. Paqe 13 of _14 39. All on -site drainage shall comply with the latest City Water Quality requirements. 40. The applicant is responsible for all upgrades to the City's utilities as required to fulfill the project's demand, if applicable. 41. New and existing fire services, when required by the Fire Department, shall be protected by a City approved double check detector assembly and installed per STD - 517 -L. 42. New water services shall be installed per STD - 503 -L. 43. New and existing commercial water meter(s) shall be protected by a City approved reduced pressure backflow assembly and installed per STD - 520 -L -A. Any existing sewers that will be abandoned shall be capped at main (corporation stop). 44. Landscaping lines shall be protected by a dedicated City approved reduced pressure backflow assembly. 45. New and existing sewer laterals shall have a cleanout installed per STD - 406 -L. All existing laterals which will be abandoned shall be capped at the property line. 46. The curb ramp at the westerly corner of the property shall be upgraded per City Standards STD - 181 -L -A and STD - 181 -L -B. 47. The parking lot shall be per City Standards STD - 805 -L -A and STD - 805 -L -B. 48. New commercial driveway approaches shall be installed per City Standard STD - 166 -L. 49. All applicable Public Works Department plan check fees shall be paid prior to review of the lot line adjustment and grant deeds. 50. County Sanitation District fees shall be paid prior to the issuance of any building permits. Tmplt: 12115/2011 Zoning Administrator Resolution No. _ Page 14 of 14 EXHIBIT "B" SIGN PROGRAM MATRIX Tmplt: 12/15/2011 Frontage Designations: A. Facing East — Parking Lot D. Facing South — Westcliff Drive SIGN PROGRAM MATRIX C. Facing North — Parking Lot B. Facing West — Irvine Avenue TYPE OF SIGN STANDARDS Wall Sign —primary frontage Number: One Sign N -2 Sign N -2 (Frontage A) Area: 57.6 sf Letter Height: 28" Logo Height: 36" Illumination: yes Wall Sign — secondary footage Number: Two Signs N -I and N -3 Sign N -1 (Frontage B) Area: 36.9 sf Letter Height: 24" Logo Height: 32" Illumination: yes Sign N -3 (Frontage C) Area: 36.9 sf Letter Height: 24" Logo Height: 32" Illumination: yes ATM Surrounds Number: Two located at bank entrance (Frontage A) Signs N -5 and N -6 Area: 2.3 sf Height: N/A Letter Height: 6" Illumination: yes Vehicle Oriented Directional Sign Number: Three (double- sided) Signs N -7 thru N -9 Area: 4.9 sf Sign Height:3' -3" Letter Height: 3" Illumination: no ATM Canopy Number: Two (one for each drive -up) Signs N -10 and N -11 Area: 5.4 sf Height: N/A Letter Height: 10" Illumination: yes Drive -Thru ATM Topper Cabinet Number: Two (one for each drive -up ATM, double -sided and w /logo on Signs N -12 and N -13 each end) Area: 4.3 sf Height: N/A Illumination: yes Drive -Thor Clearance Bar Number: Two (one for each drive -up ATM) Signs N -14 and N -15 Area: 2.1 sf Height: 9' -0" Letter Height: 3" Illumination: no Vehicle Oriented Directional Sign Number: One per vehicle exit (Located at the exit of each ATM drive -thru (Do Not Enter Sign) aisle) Signs N -16 and N -17 Area: 1.5 sf Sign Height: 7' -0" Illumination: no Public Service Signs Number: One per ADA parking space (Located in front of the main entry (ADA Sign) — Frontage A) Signs N -18 and N -19 N -18 (van accessible) PA2012 -035 SIGN PROGRAM MATRIX TYPE OF SIGN STANDARDS Area: 2.5 sf Sign Height: 9' -2" Illumination: no N -19 Area: 2.0 sf Sign Height: 8' -8" Illumination: no Address Sign Number: One (Located to face Irvine Avenue — Frontage B) Sign N -20 Area: 1.4 sf Letter Height: 8" Illumination: yes Window Sign Number: None Area: 20% of total window area maximum (primary or secondary frontage) Location: Ground or second story (primary or secondary frontage) Method of Attachment: Permanently painted or mounted on inside of window Note: Signs within 5 feet of storefront window count as window signs in determining total area and number. COMPLIANCE REQUIRED • Exempt signs shall comply with the standards prescribed in the Zoning Code. • Temporary Banner Signs shall comply with Chapter 20.42 of the Zoning Code. • All signs shall substantially conform to the stamped and dated approved set of plans. • Signs shall also comply with the provisions of Section 20.42.080 of the Newport Beach Municipal Code, Standards for Specific Types of Permanent Signs, unless otherwise indicated by table matrix and/or in the finding and conditions in the associated resolution of approval. • Pursuant to Section 20.42.120.F of the Zoning Code, the Planning Director may approve minor revisions to the Sign Program if the intent of the original approval is not affected. PA2012 -035 Attachment No. ZA 2 Lot Line Adjustment Draft Resolution Tmp1e01 -05 -12 RESOLUTION NO. ZA2012 - # ## A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH APPROVING LOT LINE ADJUSTMENT NO. LA2012 -002 TO ADJUST THE BOUNDARIES OF PARCELS LOCATED AT 1000 IRVINE AVENUE AND 1016 THROUGH 1150 IRVINE AVENUE (PA2012- 035) THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. 1. An application was filed by The Irvine Company, with respect to property located at 1000 through 1150 Irvine Avenue, and legally described as Lots 16 and 17 of Tract 4824 requesting approval of a lot line adjustment. 2. The applicant proposes a lot line adjustment to allow the construction of a new 4,005 - square -foot financial institution. The proposed lot line adjustment will move the interior lot lines to encompass existing landscape areas on the Westcliff Plaza Shopping Center to provide for parking, ATM, drive - aisle, and landscape improvements for the development of the bank site at 1000 Irvine Avenue. Existing parking drive aisles or traffic circulation within the Westcliff Plaza Shopping Center will not be impacted. The lot line adjustment increases the area of the existing 22,366- square -foot 1000 Irvine Avenue parcel by 4,260 square feet to 26,626 square feet. The area of the existing Westcliff Plaza parcel is 339,768 square feet and the proposed lot line adjustment would decrease the size of the Westcliff Plaza parcel to 335,508 square feet. 3. The subject property is located within the CN (Commercial Neighborhood) Zoning District and the General Plan Land Use Element category is CN (Neighborhood Commercial). 4. The subject property is not located within the coastal zone. 5. A public hearing was held on June 27, 2012 in the City Hall Council Chambers, 3300 Newport Boulevard, Newport Beach, California. A notice of time, place and purpose of the meeting was given in accordance with the Newport Beach Municipal Code. Evidence, both written and oral, was presented to, and considered by, the Zoning Administrator at this meeting. SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION. 1. This Lot Line Adjustment has been determined to be categorically exempt under the requirements of the California Environmental Quality Act under Class 5 (Minor Alterations in Land Use Limitations). The project consists of minor alteration in land use limitations in areas with an average slope of less than 20 percent which does not result in any changes in land use or density. The Lot Line Adjustment will not result in the creation of a new parcel. Zoning Administrator Resolution No. _ Pape 2 of 6 SECTION 3. REQUIRED FINDINGS. Lot Line Adjustment In accordance with Section 19.76.020.1 of the Newport Beach Municipal Code, the following findings and facts in support of the findings for a lot line adjustment are set forth: Finding A. Approval of the lot line adjustment will not, under the circumstances of the particular case, be detrimental to the health, safety, peace, comfort, and general welfare of persons residing or working in the neighborhood of such proposed use or be detrimental or injurious to property and improvements in the neighborhood or the general welfare of the City, and further that the proposed lot line adjustment is consistent with the legislative intent of Title 19. Facts in Support of Finding 1. The proposal is consistent with the General Plan since the lots are for neighborhood commercial retail and service uses, which are permitted uses in this area. 2. The reconfiguration of the subject parcels will not result in a development pattern which is inconsistent with the surrounding neighborhood. 3. Public improvements will be required of the Applicant per the Municipal Code and the Subdivision Map Act. 4. The proposed lot line adjustment is consistent with the purpose identified by Title 19. The subdivision is consistent with the General Plan, does not affect open space areas in the City, does not negatively impact surrounding land owners, lot purchasers, or residents, provides for orderly controlled growth within the City, provides adequate traffic circulation and utilities, will not negatively affect property values. Finding B. The number of parcels resulting from the lot line adjustment remains the same as before the lot line adjustment. Facts in Support of Finding 1. The project site described in the proposal consists of legal building sites including Parcel Nos. 16 and 17 of Tract No. 4824. The proposed lot line adjustment will move the interior lot lines between two legal lots. 2. The 4,260 square feet taken from Parcel No. 17 will be added to Parcel No. 16 within Tract No. 4824 and no additional parcels will result from the lot line adjustment. Tmplt: 12/15/2011 Zoning Administrator Resolution No. _ Pape 3 of 6 Finding C. The lot line adjustment is consistent with applicable zoning regulations except that nothing herein shall prohibit the approval of a lot line adjustment as long as none of the resultant parcels is more nonconforming as to width, depth, and area than the parcels that existing prior to the lot line adjustment. Facts in Support of Finding 1. The proposed lot widths and lot sizes are consistent with the zoning requirements of Title 20 of the Newport Beach Municipal Code. 2. The parcels proposed to be created by the lot line adjustment comply with all applicable zoning regulations and there will be no change in allowed land uses, density, or intensity on the properties. 3. The future development on the parcels will comply with the Zoning Code development standards. Finding D. Neither the lots as adjusted nor adjoining parcels will be deprived of legal access as a result of the lot line adjustment. Facts in Support of Finding 1. Adequate access to all of the reconfigured parcels is provided via Irvine Avenue and Westcliff Drive. 2. That the design of the development will not conflict with any easements acquired by the public at large for access through or use of property within the proposed development. Finding E. That the final configuration of the parcels involved will not result in the loss of direct vehicular access from an adjacent alley for any of the parcels that are included in the lot line adjustment. Facts in Support of Finding 1. The final configuration of the parcels involved will not result in the loss of direct vehicular access from any street for any parcels included in the lot line adjustment. There are no alleys located within or near the subject parcels. Tmplt: 12/15/2011 Zoning Administrator Resolution No. _ Pape 4 of 6 Finding F. That the final configuration of a reoriented lot does not result in any reduction of the street side setbacks as currently exist adjacent to a front yard of any adjacent key, unless such reduction is accomplished through a zone change to establish appropriate street side setbacks for the reoriented lot. The Planning Commission and City Council in approving the zone change application shall determine that the street side setbacks are appropriate, and are consistent and compatible with the surrounding pattern of development and existing adjacent setbacks. Facts in Support of Finding 1. The final configuration of the parcels does not result in a requirement for revised setbacks. The existing default setbacks are zero feet along all property lines for 1000 Irvine Avenue and Westcliff Plaza (1016 -1150 Irvine Avenue) with the exception of a 5- foot setback adjacent to the residential development on the northeast interior property line of the Westcliff Plaza Shopping Center. These setbacks shall continue to apply to the realigned parcels per the Zoning Code development regulations in the same way that they did to the previous parcel configuration; therefore the lot line adjustment does not result in the reduction of any existing street side setbacks. SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: 1. The Zoning Administrator of the City of Newport Beach hereby approves Lot Line Adjustment No. LA2012 -002 subject to the conditions set forth in Exhibit A, which is attached hereto and incorporated by reference. 2. This action shall become final and effective ten (10) days after the adoption of this Resolution unless within such time an appeal is filed with the Planning Director in accordance with the provisions of Title 19 Subdivision Code, of the Newport Beach Municipal Code. PASSED, APPROVED AND ADOPTED THIS 27th DAY OF JUNE, 2012. 0 Brenda Wisneski, AICP, Zoning Administrator Tmplt: 12/15/2011 Zoning Administrator Resolution No. _ Pape 5 of 6 EXHIBIT "A" PROCEDURAL REQUIREMENTS 1. Lot Line Adjustment No. LA2012 -002 shall expire unless exercised within 24 months from the date of approval as specified in Section 20.54.060 of the Newport Beach Municipal Code, unless an extension is otherwise granted. 2. The project is subject to all applicable City ordinances, policies, and standards, unless specifically waived or modified by the conditions of approval. 3. The applicant shall comply with all federal, state, and local laws. Material violation of any of those laws in connection with the use may be cause for revocation of this Use Permit. 4. Should the property be sold or otherwise come under different ownership, any future owners or assignees shall be notified of the conditions of this approval by either the current business owner, property owner or the leasing agent. 5. Property corners shall be monumentd by a licensed Land Surveyor or registered Civil Engineer authorized to perform surveying by the State Board of Civil Engineers and Land Surveyors (Pre -1982 with numbers prior to 33,966). Surveyor or Civil Engineer to submit a "Corner Record" or "Record of Survey" to the County Surveyor. 6. All applicable Public Works Department plan check fees shall be paid prior to review of the lot line adjustment and grant deeds. 7. Prior to recordation of the lot line adjustment, grant deeds indicating the changes in titles of ownership should be submitted to the Public Works Department for review and approval. 8. The lot line adjustment and grant deeds reviewed and approved by the Public Works Department should be filed concurrently with the County Recorder and County Assessor's Offices. 9. No building permits may be issued until the appeal period has expired, unless otherwise approved by the Planning Division. 10. All improvements shall be constructed as required by Ordinance and the Public Works Department. 11. To the fullest extent permitted by law, applicant shall indemnify, defend and hold harmless City, its City Council, its boards and commissions, officials, officers, employees, and agents from and against any and all claims, demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including without limitation, attorney's fees, disbursements and court costs) of Tmplt: 12/15/2011 Zoning Administrator Resolution No. _ Pape 6 of 6 every kind and nature whatsoever which may arise from or in any manner relate (directly or indirectly) to City's approval of Chase Bank including, but not limited to, Lot Line Adjustment No. LA2012 -002 (PA2012 -035). This indemnification shall include, but not be limited to, damages awarded against the City, if any, costs of suit, attorneys' fees, and other expenses incurred in connection with such claim, action, causes of action, suit or proceeding whether incurred by applicant, City, and /or the parties initiating or bringing such proceeding. The applicant shall indemnify the City for all of City's costs, attorneys' fees, and damages which City incurs in enforcing the indemnification provisions set forth in this condition. The applicant shall pay to the City upon demand any amount owed to the City pursuant to the indemnification requirements prescribed in this condition. Tmplt: 12/15/2011 Attachment No. ZA 3 Vicinity Map Tmp1e01 -05 -12 Minor Use Permit No. UP2012 -004 Lot Line Adjustment No. 2012 -002 Comprehensive Sign Program No. CS2012 -006 PA2012 -035 1000 Irvine Avenue TmpIt:01 -05 -12 FIX i . • ITiTa 11m I. SW Tv. I Site Photos Tmplt:01 -05 -12 ¢a c o � 05 o Z I I r P. . l N O 4 N 0 N g 0 0 N 0 N N U a 0 4 N O N a� > > w > quo Z U 0 o d Q °o CLte? Attachment No. ZA 5 Project Plans Tmplt:01 -05 -12 SE! i IRVINE AND 17TH NEW RETAIL BANKING CENTER 1000 Irvine Ave Newport Beach, CA 92660 Project ID: 100102634 PROJECT INFORMATION BUILDING ADDRESS: 1000 Irvine Ave Newport Beach, CA 92660 PROJECT ID: 100102634 PARCEL NUMBER: 425 - 061 -02 ZONING: RSC- RETAIL SERVICE COMMERCIAL PROJECT DESCRIPTION: NEW RETAIL BANK IN AN EXISTING 1 -STORY BUILDING. CONSTRUCTION TYPE: V-B (NOT SPRINKLERED) OCCUPANCY TYPE: B GROSS BUILDING AREA: 4,005 S.F. FIREPROOFING: N/A PLUMBING OCCUPANCY LOAD BASED ON 2010 CALIFORNIA PLUMBING CODE: GROSS BUILDING AREA: 4,005 4,005 / 200 = 20.25 20.25 2 = 10 TOTAL MEN = 10 TOTAL WOMEN = 10 MINIMUM NUMBER OF PLUMBING FIXTURES (PER TABLE 4.1) HANDICAP ACCESSIBILITY: SEE SHEETS A00.06 & A5.00. NOTE: PER FOOTNOTE #15: "FOR SMALLER TYPE PUBLIC AND PROFESSIONAL OFFICES SUCH AS BANKS, DENTAL OFFICES, LAW OFFICES, REAL ESTATE OFFICES, ARCHITECTURAL OFFICES, ENGINEERING OFFICES, AND SIMILUR USES, A PUBLIC AREA IN THESE OFFICES SHALL USE THE REQUIREMENTS OF'RETAIL OR WHOLESALE STORES'." CALIFORNIA CODE OF REGULATIONS - TITLE 24 PART 2:2010 CALIFORNIA BUILDING CODE PART 3:2010 CALIFORNIA ELECTRICAL CODE PART 4: 2010 CALIFORNIA MECHANICAL CODE PART 5:2010 CALIFORNIA PLUMBING CODE PART 6:2008 CALIFORNIA ENERGY CODE PART 9:2010 CALIFORNIA FIRE CODE AND ALL APPLICABLE LOCAL CODES, ORDINANCES AND AMENDMENTS. DEFERRED SUBMITTALS 1. EXTERIOR BUILDING SIGNAGE. MISCELLANEOUS INFORMATION 1. ANY EXTERIOR SIGNAGE WILL REQUIRE A SEPARATE PERMIT AND APPROVAL FROM THE PLANNING DEPARTMENT. 2. NO DELAY EGRESS DEVICE IS USED ON EXIT DOORS. OWNER & CONSULTANTS OWNER J.P. Morgan Chase Bank 24085 El Toro Road, 2nd Floor Mail Stop CA2 -5116 Laguna Hills, CA 92653 Tel.: 949.458.2134 Cel.: 714.914.8338 Contact: Brent McDaniel e -mail: brent.mcdaniel @chase.com ARCHITECT Gensler 4675 MacArthur Court Suite 350 Newport Beach, CA 92660 Tel: 949.863.9434 Fax: 949.553.1676 Contact: Kirstie Acevedo e -mail: kirstie_acevedo @gensler.com CIVIL ENGINEER CaliChi 3 Vinca Littleton, CO, 80127 Tel: 949.336.6336 Contact: Susan Ulvenes e -mail: valb @apdcon.com LOCATION MAP LANDSCAPE ARCHITECT RIDGE Landscape Architects 8841 Research Drive, Suite 200 Irvine, CA 92618 Tel: 949.387.1323 Contact: Jim Ridge e -mail: jim @ridgela.com I GENERAL NOTES I 1. ALL WORK SHALL BE IN COMPLIANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL BUILDING CODES, REGULATIONS, ORDINANCES AND STANDARDS INCLUDING ADA AND OR OTHER HANDICAP ACCESSIBILITY CODES. 2. GENERAL CONTRACTOR SHALL COORDINATE WITH THE OWNER'S VENDORS REGARDING SCHEDULING AND SEQUENCING OF THE WORK. 3. THE CONSTRUCTION NOTES AND DRAWINGS ARE SUPPLIED TO ILLUSTRATE THE DESIGN AND GENERAL TYPE OF CONSTRUCTION DESIRED AND ARE INTENDED TO IMPLY THE FINEST QUALITY OF CONSTRUCTION, MATERIAL AND WORKMANSHIP THROUGHOUT. 4. THE DRAWINGS ARE NOT TO BE SCALED. FOR INFORMATION CONCERNING EXISTING CONDITIONS, ETC., VERIFICATION MUST BE DONE IN THE FIELD. LARGE SCALE DRAWINGS HAVE PRECEDENCE OVER SMALL SCALE DRAWINGS. 5. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTENCE LOCATION OF ALL EXISTING ABOVE AND BELOW GRADE UTILITIES, INCLUDING SANITARY SEWE STORM SEWER, WATER, GAS, ELECTRICAL, TELEPHONE, ETC. ANY DISCREPANCIES IN UTILITY LOCATIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. 6. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL BUILDING DIMENSIONS PRIOR TO BEGINNING CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY VARIANCE OR DISCREPANCY AFFECTING NEW CONSTRUCTION PRIOR TO PROCEEDING WITH WORK. 7. GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING IN WALLS FOR SUPPORT OF ALL EQUIPMENT, SHELVING, ACCESSORIES AND OTHER DEVICES REQUIRED. 8. ALL PENETRATIONS SHALL RECEIVE CAULKING TO SEAL ANY TYPE OF ENERGY LOSS. 9. GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE ALL APPLICABLE DIMENSIONS OF FIXTURES AND EQUIPMENT SUPPLIED AND /OR INSTALLED BY OTHERS. 10. UPON COMPLETION OF PROJECT, GENERAL CONTRACTOR SHALL OBTAIN ALL FINAL INSPECTIONS AS REQUIRED BY LOCAL JURISDICTIONS AND FURNISH OWNER WITH EVIDENCE OF ALL SUCH INSPECTIONS AND CERTIFICATES OF OCCUPANCY. 11. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL SITE CUT AND FILL TO ATTAIN FINISH GRADES AS INDICATED ON THESE DRAWINGS. GENERAL CONTRACTOR SHALL INCLUDE THE COST OF ANY TOPSOIL REQUIRED IN ADDITION TO THAT ON SITE AT THE TIME OF THE PRE -BID MEETING IN BASE -BID. 12. G.C. SHALL INCLUDE THE COST OF POWER COMPANY ELECTRICAL TRANSFORMER, PAD, PRIMARY & SECONDARY CONDUITS AND SECONDARY CABLING IN BASE BID. 13. SIGNS, EXCEPT AS INDICATED ON CIVIL DRAWINGS AND ADA TOILET ROOM SIGNS ARE PROVIDED BY OWNER'S SIGN CONTRACTOR. OWNER'S SIGN VENDOR WILL PROVIDE MONUMENT SIGN BASE (CONCRETE, STONE, BRICK, ETC) IF PROJECT REQUIRES DECORATIVE BASE. SEE SHEET L -1 TO VERIFY IF REQUIRED. GENERAL CONTRACTOR TO PROVIDE ROUGH - IN AND FINAL CONNECTION. 14. G.C. TO PROVIDE FOUR (4) 30 YARD DUMPSTERS DURING CHASE RETAIL MOVE -IN. 15. GENERAL CONTRACTOR TO PROVIDE ONE SKILLED LABORER FOR THE WEEK DURING CHASE RETAIL MOVE -IN (40 HOURS). 16. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE OWNER'S VENDORS ON DURING CONSTRUCTION. 17. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SET -UP AND COORDINATION OF ALL THE UTILITY SERVICES FOR THE PROJECT. GENERAL CONTRACTOR SHALL ALSO OBTAIN FINAL SITE ADDRESS. 18. G.C. SHALL PERFORM A TOPOGRAPHIC SURVEY PIROR TO STARTING CONSTRUCTION AND REPORT ANY DISCREPANCIES IN GRADES AS COMPARED TO EXISTING GRADES INDICATED ON CIVIL DRAWINGS. SUBMIT A COPY OF TOPOGRAPHIC SURVEY TO ARCHITECT AND INDICATE ANY DISCREPANCIES ON SURVEY PRIOR TO COMMENCING EARTHWORK. 19. ALL EXTERIOR FLOOR PLAN DIMENSIONS ARE TO EXTERIOR FACE OF MASONRY UNLESS OTHERWISE NOTED. ALL INTERIOR FLOOR PLAN DIMENSIONS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED. 20. ALL SCOPE IDENTIFIED IS NEW MATERIAL AND CONSTRUCTION, UNLESS NOTED OTHERWISE. 21. ALL MEANS OF EGRESS AND FIRE PROTECTION SHALL BE MAINTAINED AT ALL TIMES AND ANY SHUT DOWN OF LIFE SAFETY OR BUILDING SYSTEMS SHALL BE APPROVED AND COORDINATED IN ADVANCE WITH THE OWNER AND LOCAL BUILDING DEPARTMENT. SYMBOLS X CONSTRUCTION TYPE An FINISH n v NAME XXX XXXA Q KN REVISION NUMBER GRID BUBBLE FINISH TAG EQUIPMENT TAG ROOM TAG DOOR TAG WINDOW TAG ELEVATION NIP X AX.X X AX.X X AX.X IX. X AX.X X AX.X KEYNOTE AX.X ABBREVIATIONS l.1Tfl1 l A MALE FEMALE WATER CLOSETS ACT ACOUSTIC CEILING TILE W (1:1 -25) (1) WATER CLOSET REQ'D (1) WATER CLOSET REQ'D M (1:1 -100) (1) PROVIDED (1) PROVIDED LAVATORIES (1) LAVATORY REQ'D (1) LAVATORY REQ'D (1: EACH 2 WATER CLOSETS) (1) PROVIDED (1) PROVIDED URINALS (0) URINALS REQ'D N/A (0:0:25) (0) PROVIDED CONCRETE HANDICAP ACCESSIBILITY: SEE SHEETS A00.06 & A5.00. NOTE: PER FOOTNOTE #15: "FOR SMALLER TYPE PUBLIC AND PROFESSIONAL OFFICES SUCH AS BANKS, DENTAL OFFICES, LAW OFFICES, REAL ESTATE OFFICES, ARCHITECTURAL OFFICES, ENGINEERING OFFICES, AND SIMILUR USES, A PUBLIC AREA IN THESE OFFICES SHALL USE THE REQUIREMENTS OF'RETAIL OR WHOLESALE STORES'." CALIFORNIA CODE OF REGULATIONS - TITLE 24 PART 2:2010 CALIFORNIA BUILDING CODE PART 3:2010 CALIFORNIA ELECTRICAL CODE PART 4: 2010 CALIFORNIA MECHANICAL CODE PART 5:2010 CALIFORNIA PLUMBING CODE PART 6:2008 CALIFORNIA ENERGY CODE PART 9:2010 CALIFORNIA FIRE CODE AND ALL APPLICABLE LOCAL CODES, ORDINANCES AND AMENDMENTS. DEFERRED SUBMITTALS 1. EXTERIOR BUILDING SIGNAGE. MISCELLANEOUS INFORMATION 1. ANY EXTERIOR SIGNAGE WILL REQUIRE A SEPARATE PERMIT AND APPROVAL FROM THE PLANNING DEPARTMENT. 2. NO DELAY EGRESS DEVICE IS USED ON EXIT DOORS. OWNER & CONSULTANTS OWNER J.P. Morgan Chase Bank 24085 El Toro Road, 2nd Floor Mail Stop CA2 -5116 Laguna Hills, CA 92653 Tel.: 949.458.2134 Cel.: 714.914.8338 Contact: Brent McDaniel e -mail: brent.mcdaniel @chase.com ARCHITECT Gensler 4675 MacArthur Court Suite 350 Newport Beach, CA 92660 Tel: 949.863.9434 Fax: 949.553.1676 Contact: Kirstie Acevedo e -mail: kirstie_acevedo @gensler.com CIVIL ENGINEER CaliChi 3 Vinca Littleton, CO, 80127 Tel: 949.336.6336 Contact: Susan Ulvenes e -mail: valb @apdcon.com LOCATION MAP LANDSCAPE ARCHITECT RIDGE Landscape Architects 8841 Research Drive, Suite 200 Irvine, CA 92618 Tel: 949.387.1323 Contact: Jim Ridge e -mail: jim @ridgela.com I GENERAL NOTES I 1. ALL WORK SHALL BE IN COMPLIANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL BUILDING CODES, REGULATIONS, ORDINANCES AND STANDARDS INCLUDING ADA AND OR OTHER HANDICAP ACCESSIBILITY CODES. 2. GENERAL CONTRACTOR SHALL COORDINATE WITH THE OWNER'S VENDORS REGARDING SCHEDULING AND SEQUENCING OF THE WORK. 3. THE CONSTRUCTION NOTES AND DRAWINGS ARE SUPPLIED TO ILLUSTRATE THE DESIGN AND GENERAL TYPE OF CONSTRUCTION DESIRED AND ARE INTENDED TO IMPLY THE FINEST QUALITY OF CONSTRUCTION, MATERIAL AND WORKMANSHIP THROUGHOUT. 4. THE DRAWINGS ARE NOT TO BE SCALED. FOR INFORMATION CONCERNING EXISTING CONDITIONS, ETC., VERIFICATION MUST BE DONE IN THE FIELD. LARGE SCALE DRAWINGS HAVE PRECEDENCE OVER SMALL SCALE DRAWINGS. 5. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTENCE LOCATION OF ALL EXISTING ABOVE AND BELOW GRADE UTILITIES, INCLUDING SANITARY SEWE STORM SEWER, WATER, GAS, ELECTRICAL, TELEPHONE, ETC. ANY DISCREPANCIES IN UTILITY LOCATIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. 6. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL BUILDING DIMENSIONS PRIOR TO BEGINNING CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY VARIANCE OR DISCREPANCY AFFECTING NEW CONSTRUCTION PRIOR TO PROCEEDING WITH WORK. 7. GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING IN WALLS FOR SUPPORT OF ALL EQUIPMENT, SHELVING, ACCESSORIES AND OTHER DEVICES REQUIRED. 8. ALL PENETRATIONS SHALL RECEIVE CAULKING TO SEAL ANY TYPE OF ENERGY LOSS. 9. GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE ALL APPLICABLE DIMENSIONS OF FIXTURES AND EQUIPMENT SUPPLIED AND /OR INSTALLED BY OTHERS. 10. UPON COMPLETION OF PROJECT, GENERAL CONTRACTOR SHALL OBTAIN ALL FINAL INSPECTIONS AS REQUIRED BY LOCAL JURISDICTIONS AND FURNISH OWNER WITH EVIDENCE OF ALL SUCH INSPECTIONS AND CERTIFICATES OF OCCUPANCY. 11. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL SITE CUT AND FILL TO ATTAIN FINISH GRADES AS INDICATED ON THESE DRAWINGS. GENERAL CONTRACTOR SHALL INCLUDE THE COST OF ANY TOPSOIL REQUIRED IN ADDITION TO THAT ON SITE AT THE TIME OF THE PRE -BID MEETING IN BASE -BID. 12. G.C. SHALL INCLUDE THE COST OF POWER COMPANY ELECTRICAL TRANSFORMER, PAD, PRIMARY & SECONDARY CONDUITS AND SECONDARY CABLING IN BASE BID. 13. SIGNS, EXCEPT AS INDICATED ON CIVIL DRAWINGS AND ADA TOILET ROOM SIGNS ARE PROVIDED BY OWNER'S SIGN CONTRACTOR. OWNER'S SIGN VENDOR WILL PROVIDE MONUMENT SIGN BASE (CONCRETE, STONE, BRICK, ETC) IF PROJECT REQUIRES DECORATIVE BASE. SEE SHEET L -1 TO VERIFY IF REQUIRED. GENERAL CONTRACTOR TO PROVIDE ROUGH - IN AND FINAL CONNECTION. 14. G.C. TO PROVIDE FOUR (4) 30 YARD DUMPSTERS DURING CHASE RETAIL MOVE -IN. 15. GENERAL CONTRACTOR TO PROVIDE ONE SKILLED LABORER FOR THE WEEK DURING CHASE RETAIL MOVE -IN (40 HOURS). 16. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE OWNER'S VENDORS ON DURING CONSTRUCTION. 17. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SET -UP AND COORDINATION OF ALL THE UTILITY SERVICES FOR THE PROJECT. GENERAL CONTRACTOR SHALL ALSO OBTAIN FINAL SITE ADDRESS. 18. G.C. SHALL PERFORM A TOPOGRAPHIC SURVEY PIROR TO STARTING CONSTRUCTION AND REPORT ANY DISCREPANCIES IN GRADES AS COMPARED TO EXISTING GRADES INDICATED ON CIVIL DRAWINGS. SUBMIT A COPY OF TOPOGRAPHIC SURVEY TO ARCHITECT AND INDICATE ANY DISCREPANCIES ON SURVEY PRIOR TO COMMENCING EARTHWORK. 19. ALL EXTERIOR FLOOR PLAN DIMENSIONS ARE TO EXTERIOR FACE OF MASONRY UNLESS OTHERWISE NOTED. ALL INTERIOR FLOOR PLAN DIMENSIONS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED. 20. ALL SCOPE IDENTIFIED IS NEW MATERIAL AND CONSTRUCTION, UNLESS NOTED OTHERWISE. 21. ALL MEANS OF EGRESS AND FIRE PROTECTION SHALL BE MAINTAINED AT ALL TIMES AND ANY SHUT DOWN OF LIFE SAFETY OR BUILDING SYSTEMS SHALL BE APPROVED AND COORDINATED IN ADVANCE WITH THE OWNER AND LOCAL BUILDING DEPARTMENT. SYMBOLS X CONSTRUCTION TYPE An FINISH n v NAME XXX XXXA Q KN REVISION NUMBER GRID BUBBLE FINISH TAG EQUIPMENT TAG ROOM TAG DOOR TAG WINDOW TAG ELEVATION NIP X AX.X X AX.X X AX.X IX. X AX.X X AX.X KEYNOTE AX.X ABBREVIATIONS l.1Tfl1 l A ANNEALED AC AIR CONDITIONING ACT ACOUSTIC CEILING TILE AFF ABOVE FINISH FLOOR AHU AIR HANDLING UNIT AL ALUMINUM ASPH ASPHALT CJ CONTROL JOINT CLNG CEILING CMU CONCRETE MASONRY UNIT COL COLUMN CONIC CONCRETE CONT CONTINUOUS CPT CARPET CT CERAMIC TILE CL CENTERLINE DBL DOUBLE DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DIN DOWN DS DOWNSPOUT EA EACH EJ EXPANSION JOINT ELEC ELECTRICAL ELEV ELEVATION EQ EQUAL EXIST EXISTING FD FLOOR DRAIN FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISH FLOOR FR FIRE RATED FRP FIBERGLASS REINFORCED PLASTIC GALV GALVANIZED GYP BD GYPSUM BOARD HC HANDICAP HDW HARDWARE HM HOLLOW METAL HT HEIGHT HVAC HEATING, VENTILATION, AIR CONDITIONING INSUL INSULATION MAX MAXIMUM MECH MECHANICAL MFR MANUFACTURER CHASE ABBREVIATIONS: ABCM ASSISTANT BANKING CENTER MANAGER AHD AFTER -HOUR DEPOSITORY ATM AUTOMATIC TELLER MACHINE BCM BANKING CENTER MANAGER BRG BULLET - RESISTANT GLASS CCR CUSTOMER CONFERENCE ROOM CSC CUSTOMER SERVICE CENTER DU DRIVE -UP MFD MULTI - FUNCTIONAL DEVICE PR PACKAGE RECEIVER RG REACH GUARD SCCR SMALL CUSTOMER CONFERENCE ROOM SDB SAFE DEPOSIT BOX TCD TELLER CASH DISPENSER TOS TEAM OFFICE SPACE VAT VACUUM AIR TUBE ELEVATION DATUM TAG DETAIL TAG INTERIOR ELEVATION TAG EXTERIOR ELEVATION TAG MATCH LINE PLAN DETAIL TAG WALL SECTION TAG BUILDING SECTION TAG MIN MINIMUM MO MASONRY OPENING MR MOISTURE RESISTANT MTL METAL NA NOT APPLICABLE NIC NOT IN CONTRACT NOM NOMINAL NTS NOT TO SCALE OC ON CENTER OPP OPPOSITE PF PRE - FABRICATED PSF POUNDS PER SQUARE FOOT PT PRESSURE TREATED PTD PAINTED QT QUARRY TILE R RADIUS REBAR REINFORCING BAR REF REFERENCE REQ'D REQUIRED RO ROUGH OPENING SB SPLASHBLOCK SIM SIMILAR SPEC SPECIFICATION SS STAINLESS STEEL STL STEEL STOR STORAGE SUSP SUSPENDED T TEMPERED TYP TYPICAL UNO UNLESS NOTED OTHERWISE VCT VINYL COMPOSITION TILE VERT VERTICAL WD WOOD WP WATERPROOF WWF WELDED WIRE FABRIC SHEET INDEX SHEET LIST Sheet Number Sheet Name OVERALL PARKING EXHIBIT A0.00 ICOVER C -100 MINOR USE PERMIT SITEPLAN C -101 OVERALL PARKING EXHIBIT C -200 PRELIMINARY WQMP N O N LO 0 1010 NONE OMENNEN OMMEMEM L1.1 PRELIMINARY LANDSCAPE IRRIGATION PLAN A1.50 ROOF PLAN A3.10 ELEVATIONS A3.10 ELEVATIONS - RENDERED A3.20 ELEVATIONS L1.2 PRELIMINARY LANDSCAPE IRRIGATION LEGEND A3.30 CANOPY ELEVATIONS A3.30 CANOPY ELEVATIONS -RENDERED L2.1 PRELIMINARY LANDSCAPE PLAN � roll A Z ►� A1.11 CONSTRUCTION PLAN A1.50 ROOF PLAN A3.10 ELEVATIONS A3.10 ELEVATIONS - RENDERED A3.20 ELEVATIONS A3.20 ELEVATIONS - RENDERED A3.30 CANOPY ELEVATIONS A3.30 CANOPY ELEVATIONS -RENDERED SHEET NUMBER: A0.00 � roll A Z ►� W W V z �U Z m � =1 O � O LIU 3 W z O � � =0 z ARCHITECT/ ENGINEER OF RECORD Gensler 4675 MacArthur Court Suite 350 Newport Beach CA 92660 Tel: 949.863.9434 Fax: 949.553.1676 © 2011 Gensler SEAL ISSUE DATE DESCRIPTION 05/11/12 MUP RESUBMITTAL PROJECT INFORMATION BLOCK JOB NUMBER: 07.6215.177 DRAWN BY: SAO CHECKED BY: AH SCALE: REF. NORTH: MODEL: SHEET TITLE: COVER SHEET NUMBER: A0.00 I= U LU m C v~i I a O U LU LL Z O LL O U I H IU I I I I I I I I I I I I I , rn I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I W D W Q W z I.L I I 90- 23 I I 1 ml I I 32 LO T 17 31 32 � II 173 MAPS 28 I� I D ID I N 9 1 28 32 9 29 16 20 4 9 1 N I I I 91- ---- - - - - -- -------------------------- - - - - -- -------- - - - - -- ----------------- - - - - -- - - - - --__ - --- g1 - - -- I�a �` I• I - - - - - - - - - - - - - - - - - - - - - - ID L R6 ° g- -- --- - - - - - - - - - - -- -- -- - - -- -- - - - - -- - -- N - 167.2 5 (PROP , 6 ` W W --- - - - - -- ---------TT- - f_ -- - / -�--------w-- -- ----- - - - - -- - - - - -- 9Z ----------- � ----�---. ------- -- U-)- - v 1 W w w -W "♦ y¢- 92W--- --- - -- - -- -�- - - - --- 'w� --'�- - --- -�-- - --- w w w w w w m\ I W •L /> `�' w l_a, � - TYP. 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YI w 11 15 14 2 3 /,_ - ' __ ado °91.15 C - \ - -i `% ! _ w/\ -'W sew / I 0 E / w w w w w R30 w w w l w ft2' 11 2 I w w w J% I/ ° II 1 I,P I 91.00 G �/ w 1: g P `\ -6- -- - - - -_- R5' \-� . e\w i LINE OF SI G HT FO R ' D eD P . e \ ° ♦`♦ . ' � ` . w \ �� �\ V p i - w w w W ♦w J♦ ' J l0 W W m w w w \`M \\ w, w \ \�w `L w w w w J w w J w D / '-a . e . w w ♦L r.aL _lY _ w w, �,W - w w - w - - .Y VWAY -WAY] -- - - - -- - \ ? \\ V p 1 - \�- \-I� I - I I _ I 12 _ 1 r I WESTCLIFF DRNEWAY IT- ?: �O 3 af °o D e ♦ /I•II 0 D ' " - '142.25p . P P . � �♦' S50 30 "D � 125.00(1) dg ED) ♦� _` _ ` /.I.I yyyy _ _ a _ _ D O -o -I --t - _ n -D . - -� _! �_ ` .G . P .° .D. Ga -• a ♦ I i - - S -. - _�N G J 1. G .G -A- DG; p. .. �'G., -- .D - G . -e_.P° .D\. '.0 .. .D .D \.t. D - _ v `39.42' PD /W TO PROPOSED PL� ' _ - - - - -- _------- -__ _ - -_ _ ___ _ _________ _ _ ___ ______________D_ __ __ ___ _ ___ _ _ ___ \ _ _ _ c ° - - - - -- - - -- - - - -- - -- - - -- - - -- ---- - - - - -� -I I - -89- - -- WTR - -I 'i- WTR - - - - - - WTR - - J - -WTR -- - -WTR - - -- WTR - -- -- WTR - -- �� WTR - - - = -- - - - -1 WTR - - -- WTR -TI WTR-- - �� a I 134 ° �� NJ �\ J � .\ I U - C-4 24 31 32 27 16 4 23 24 5 2 3 I\ d \ X901 I° WESTCLIFF DRIVE SIDEWALK TELEPHONE TELEPHONE CABINET TRAFFIC SIGNAL LIGHT TYPICAL UTILITY MANHOLE WATER METER WATER VALVE WATER VALVE VAULT SURVEY NOTES: 1. BOUNDARY INFORMATION, EASEMENTS, LEGAL DESCRIPTIONS AND OTHER RIGHTS AND LIABILITIES THAT ENCUMBER THE SUBJECT PROPERTY ARE AS NOTED IN THE FIRST AMERICAN TITLE COMPANY COMMITMENT NO. NCS- 507871 -SA1, DATED SEPTEMBER 23, 2011. 2. THE BEARINGS AND DISTANCES SHOWN HEREON ARE BASED ON RECORD INFORMATION AND WERE TAKEN FROM TRACT NO 4824, RECORDED IN BOOK 173 OF MAPS, PAGE 28, OFFICIAL RECORDS ORANGE COUNTY, AS NOTED BY A (1). 3. THE INFORMATION SHOWN HEREON IS BASED ON A FIELD SURVEY CONDUCTED ON 11/15/2011 BY ABACUS LAND SURVEYING. UTILITY LOCATE INFORMATION CALL TWO WORKING DAYS BEFORE YOU DIG ENGINEERS NOTE TO THE CONTRACTOR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES AND /OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION AND SIZE OF ANY UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR DAMAGE TO PUBLIC OR PRIVATE UTILITIES. PROJECT TEAM CONTACTS OWNER: ARCHITECT: I ABBREVIATIONS (l CL CENTER LINE L/S LANDSCAPE S/W CONIC CONCRETE LUM LUMINAIRE TEV DEC DECIDUOUS TREE MON MONUMENT TCAB ECAB ELECTRICAL CABINET MSP METAL SIGN POST TL EDC EDGE OF CONCRETE OE OVERHEAD ELECTRIC TYP EM ELECTRICAL METER OT OVERHEAD TELEPHONE UTM ETP ELECTRICAL TRANSFORMER PAD PL PROPERTY LINE WM EV ELECTRIC VAULT PUE PUBLIC UTILITY EASEMENT WV EX. EXISTING ROW RIGHT OF WAY WW FH FIRE HYDRANT RPPA REDUCED PRESSURE PRINCIPLE GV GAS VALVE LANDSCAPE ARCHITECT: ASSEMBLY 02/29/12 IV IRRIGATION VALVE SL STREET LIGHT PROPOSED ACCESSIBLE PARKING SIGN. JP JOINT POLE SLPB STREET LIGHT PULL BOX 8841 RESEARCH DR., SUITE 200 PO BOX 2 5 ❑ SPB TRAFFIC SIGNAL PULL BOX AUBURN, CA 95604 DOMES. SSMH SANITARY SEWER MANHOLE SIDEWALK TELEPHONE TELEPHONE CABINET TRAFFIC SIGNAL LIGHT TYPICAL UTILITY MANHOLE WATER METER WATER VALVE WATER VALVE VAULT SURVEY NOTES: 1. BOUNDARY INFORMATION, EASEMENTS, LEGAL DESCRIPTIONS AND OTHER RIGHTS AND LIABILITIES THAT ENCUMBER THE SUBJECT PROPERTY ARE AS NOTED IN THE FIRST AMERICAN TITLE COMPANY COMMITMENT NO. NCS- 507871 -SA1, DATED SEPTEMBER 23, 2011. 2. THE BEARINGS AND DISTANCES SHOWN HEREON ARE BASED ON RECORD INFORMATION AND WERE TAKEN FROM TRACT NO 4824, RECORDED IN BOOK 173 OF MAPS, PAGE 28, OFFICIAL RECORDS ORANGE COUNTY, AS NOTED BY A (1). 3. THE INFORMATION SHOWN HEREON IS BASED ON A FIELD SURVEY CONDUCTED ON 11/15/2011 BY ABACUS LAND SURVEYING. UTILITY LOCATE INFORMATION CALL TWO WORKING DAYS BEFORE YOU DIG ENGINEERS NOTE TO THE CONTRACTOR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES AND /OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION AND SIZE OF ANY UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR DAMAGE TO PUBLIC OR PRIVATE UTILITIES. PROJECT TEAM CONTACTS OWNER: ARCHITECT: ELECTRICAL LINE WTR IRVINE COMPANY. LLC GENSLER ------ - - - - -- 91 ------ VICINITY MAP 111 INNOVATION DRIVE 4675 MACARTHUR CT., SUITE 350 - -- EXISTING 5 FOOT CONTOUR LINE IRVINE, CA 92617 NEWPORT BEACH, CA 92660 1 FOOT CONTOUR LINE NOT TO SCALE (949) 720 -2550 (949) 260 -8521 < O5 CONTACT: JOHN MURPHY CONTACT: KIRSTIE ACEVEDO TO EXISTING SANITARY SEWER LATERAL. O a O � W 0* W SITE PLAN KEY NOTES APPLICANT:: CIVIL ENGINEER:: Gen s er 4675 MacArthur Court J.P. MORGAN CHASE CALICHI DESIGN GROUP ❑1 PROPOSED 6" VERTICAL CONCRETE CURB. 24085 EL TORO ROAD 505 LANCASTER ST., SUITE 5 505 LANCASTER STREET DRIVE. SEE CITY STANDARD DETAIL STD - 503 -L. LAGUNA HILLS, CA 92653 OAKLAND, CA 94601 ❑ PROPOSED 0" (FLUSH) CURB. C949 454 -4133 303 309 -0910 40 60 ONTACT: BRENT MCDANIEL CONTACT: SUSAN ULVENES, PE ❑ PROPOSED ACCESSIBLE PARKING STALL, WITH VAN ACCESSIBLE IN FEET ISSUE LOADING AREA. LANDSCAPE ARCHITECT: SURVEYOR:: 02/29/12 O PROPOSED IRRIGATION STUB. SCALE: 111 = ❑ PROPOSED ACCESSIBLE PARKING SIGN. RIDGE LANDSCAPE ARCHITECTS ABACUS LAND SURVEYING 8841 RESEARCH DR., SUITE 200 PO BOX 2 5 ❑ PROPOSED INLINE ACCESSIBLE CURB RAMP WITH TRUNCATED IRVINE, CA 92618 AUBURN, CA 95604 DOMES. (949) (530) CT: JIM RI CONTACT: JIM RIDGE, ASLA CT: JIM T CONTACT: JIM THORNTON ❑ PROPOSED 3' WIDE STRIP OF TRUNCATED DOMES. �7 PROPOSED 4" WIDE PARKING STALL, TRAFFIC WHITE PAINT SITE INFORMATION ❑ PROPOSED AUTOMATED TELLER MACHINE (ATM) AND VACUUM AIR EXISTING ZONING: RSC - RETAIL SERVICE COMMERCIAL TUBE (VAT), SEE ARCHITECTURAL PLANS FOR DETAILS PROPOSED ZONING: RSC - RETAIL SERVICE COMMERCIAL TREE TO BE REMOVED. REFER TO LANDSCAPE PLANS FOR EXISTING USE: SHELL GAS STATION AND CAR WASH ❑9 PROPOSED PLANTING PLAN. PROPOSED USE: BANK /FINANCIAL INSTITUTION WITH A DETACHED REF. NORTH: MODEL: DRIVE -THRU ATM 10 EXISTING TREE TO REMAIN. PROTECT IN PLACE. APN: 425 - 061 -02 C -100 EX. PARCEL AREA (NET): 0.51 AC [LOT 16 TRACT NO. 4824, 173 MAPS 28] 11 EXISTING PARKING LOT LIGHT POLE TO BE REMOVED / RELOCTED. PROPOSED PARCEL AREA:0.61 AC (BY OTHERS) SITE ADDRESS: 1000 IRVINE AVENUE, NEWPORT BEACH, CA 92660 12 PRIVATE SIDEWALK. FLOOD ZONE: ZONE X, AREAS OUTSIDE OF 0.2% CHANCE FLOOD; 13 PROPOSED DO NOT ENTER SIGN, R5 -1 (CA). TOTAL DISTURBED AREA = 31,853 SF [0.73 AC] ON -SITE LIMIT OF WORK AREA = 22,365 SF [0.51 AC] (100 %) 14 EXISTING SHOPPING CENTER MONUMENT SIGN TO BE RELOCATED. PROPOSED BUILDING AREA = ±4,005 SF [0.09 AC] (18 %) PROPOSED PAVED AREA = ±12,562 SF [0.29 AC] (56 %) 15 PROPOSED LOCATION OF SHOPPING CENTER MONUMENT SIGN. PROPOSED LANDSCAPE AREA = ±5,798 SF [0.13 AC] (26 %) 16 PROPOSED STOP SIGN, R1 -1 (CA). REQUIRED BUILDING SETBACK = 0 FEET PROPOSED DRIVE THRU CANOPY EXTENTS, SEE ARCHITECTURAL REQUIRED LANDSCAPE BUFFER = 5 FEET 17 PLANS FOR DETAILS FLOOR AREA RATIO = BUILDING HEIGHT = ± ±25 25 ' MAX 18 PROPOSED CANOPY COLUMN, SEE ARCHITECTURAL PLANS FOR DETAILS REQUIRED PARKING SPACES = 17 SPACES (1/250 SF) 19 EXISTING GAS STATION BUILDING AND ASSOCIATED CANOPIES AND PROPOSED PARKING SPACES = 26 SPACES* UNDERGROUND APPURTENANCES TO BE REMOVED BY OTHERS REQUIRED ACCESSIBLE PARKING = 1 SPACE UNDER SEPARATE PERMIT. PROVIDED ACCESSIBLE PARKING = 2 SPACES 20 EXISTING TRASH ENCLOSURE TO BE REMOVED REQUIRED DRIVE -THRU STACKING = NONE SPECIFIED IN CODE PROPOSED DRIVE -THRU STACKING = 8 CAR STACKING AT 20' SPACING 21 PROPOSED TRASH ENCLOSURE PER CITY OF NEWPORT BEACH (4 CARS /LANE, 160' TOTAL STACKING) STANDARDS. *NOTE: SEE SHEET C -101 FOR SHOPPING CENTER PARKING ANALYSIS 22 CONCRETE WHEELSTOP. 23 PROPOSED COMMERCIAL DRIVEWAY APPROACH TYPE III, PER CITY STANDARD DETAIL STD - 166 -L. LEGEND 24 EXISTING COMMERCIAL DRIVEWAY TO BE CLOSED, PER CITY STANDARD DETAIL STD - 165 -L. PROPOSED AC PAVEMENT. PARKING LOT 25 PROPOSED ACCESSIBLE PARKING STALL. D SHALL BE PER CITY STANDARD DETAILS STD - 805 -L -A AND STD - 805 -L -B. 26 PROPOSED MOUNTED HEADACHE BAR, SEE ARCHITECTURAL PLANS 0 PROPOSED CONCRETE (PEDESTRIAN) 27 FOR DETAILS. PROPOSED LOCATION OF EXISTING FREEWAY DIRECTIONAL SIGN TO BE RELOCATED DUE TO CONFLICT WITH PROPOSED DRIVEWAY. PROPOSED HEAVY DUTY CONCRETE 28 CLOSE EXISTING VEHICULAR CONNECTION TO SHOPPING CENTER. w w w W PROPOSED LANDSCAPE AREA 29 PROPOSED VEHICULAR CONNECTION TO SHOPPING CENTER. 30 NEW ACCESSIBLE CURB RAMP, PER CITY STANDARD DETAILS POTENTIAL STORMWATER BIORETENTION STD - 181 -L -A AND STD - 181 -L -8. AREAS 31 PROPOSED CONCRETE CURB & GUTTER. O PARKING STALL COUNT 32 SAWCUT LINE, CONFORM TO MATCH EXISTING PAVEMENT. - - PROPOSED PARCEL LINE 33 STOP LEGEND AND 4" WIDE LANE DIVIDE STRIPE. - - EXISTING PARCEL LINE 34 RIGHT -OF -WAY SIDEWALK IMPROVEMENTS. - - - EXISTING ADJACENT PARCEL LINE 35 NOT USED. 36 4" WIDE STRIPES AT 4' O.C. ® 49 ANGLE, TRAFFIC WHITE PAINT. ■ ■ PROPOSED ACCESSIBLE ROUTE 37 CALTRANS TYPE I DIRECTIONAL ARROW, TRAFFIC WHITE PAINT. PROPOSED PCC CURB 38 LEFT TURN ONLY SIGN. -� PROPOSED SIGN 39 EXISTING STREET LIGHT TO BE RELOCATED PER CITY OF NEWPORT BEACH STANDARDS. - - - - - - - - - - SAWCUT AND CONFORM TO EXISTING STORM DRAIN KEY NOTES SETBACK LINE O PROPOSED AT GRADE TRENCH DRAIN. __________________________ _ EXISTING SITE IMPROVEMENT TO BE ---------------------- - - - - -- REMOVED O PROPOSED STORM DRAIN PIPE. LENGTH, SLOPE, AND SIZE TO BE DETERMINED. - - - - - c EXISTING GAS LINE O PROPOSED STORM DRAIN INLET. - - - - - SAN EXISTING SANITARY SEWER LINE O4 PROPOSED STORM DRAIN CLEANOUT. PROPOSED STORM DRAIN LINE PROPOSED CONNECTION TO EXISTING PUBLIC STORM DRAIN O SYSTEM IN WESTCLIFF DRIVE. SEE PLANS BY OTHERS FOR PROPOSED SANITARY SEWER LINE CONTINUATION. Ur_ PROPOSED ELECTRICAL LINE WTR PROPOSED WATER LINE ------ - - - - -- 91 ------ - - - - -- EXISTING 1 FOOT CONTOUR LINE - - - - - - - 90 - - - - - -- EXISTING 5 FOOT CONTOUR LINE 91 PROPOSED 1 FOOT CONTOUR LINE 90 PROPOSED 5 FOOT CONTOUR LINE SANITARY SEWER KEY NOTES O1 PROPOSED 4" STUB TO BUILDING. O PROPOSED 4" SANITARY SEWER LATERAL. O PROPOSED SANITARY SEWER CLEANOUT. OPROPOSED 1. ALL ON -SITE DRAINAGE SHALL COMPLY WITH THE LATEST CITY WATER CLEANOUT AT PROPERTY LINE PER CITY STANDARD LLI DETAIL STD - 406 -L. < O5 PROPOSED CONNECTION TO EXISTING SANITARY SEWER LATERAL. I iML NOTES: tn WATER KEY NOTES 1. ALL ON -SITE DRAINAGE SHALL COMPLY WITH THE LATEST CITY WATER Ix LLI F W QUALITY REQUIREMENTS. < PROPOSED 1.5" DOMESTIC WATER STUB TO BUILDING. 2. ALL TRAFFIC STRIPING SHALL COMPLY WITH THE MOST RECENT VERSION OF O a O � W 0* W THE CALTRANS STANDARD PLANS AND TRAFFIC SIGNAGE SHALL COMPLY Z Gen s er 4675 MacArthur Court WI NTH THE MOST CURRENT CALIFORNIA MUTCD. O PROPOSED CONNECTION TO EXISTING WATER MAIN IN WESTCLIFF Fax: 949.553.1676 ©2012 Gensler 3. ALL IMPROVEMENTS SHALL COMPLY WITH THE CITY OF NEWPORT BEACH SITE 505 LANCASTER STREET DRIVE. SEE CITY STANDARD DETAIL STD - 503 -L. OAKLAND,CA 94601 DISTANCE REQUIREMENTS. SEE CITY STANDARD DETAIL STD- 110 -L. O3 NEW WATER METER. 0 20 40 60 O O NEW 1.5" WATER SERVICE TO BUILDING. NEW REDUCED PRESSURE PRINCIPLE ASSEMBLY PER CITY 30 -2012 ,t GRAPHIC SCALE IN FEET ISSUE STANDARD DETAIL STD - 520 -L -A. DESCRIPTION 02/29/12 O PROPOSED IRRIGATION STUB. SCALE: 111 = 20' 06/06/12 MINOR USE PERMIT RESUBMITTAL I iML ,IMF tn Ix LLI F W � � N rl Z O a O � W 0* W z Z ARCHITECT / ENGINEER OF RECORD Gen s er 4675 MacArthur Court Suite 350 Newport Beach CA 92660 Tel: 949.863.9434 Fax: 949.553.1676 ©2012 Gensler CALICHI DESIGN GROUP 505 LANCASTER STREET SUITE 5 OAKLAND,CA 94601 (415) 390 -2452 L CHI , ©2012 CaliChi SEAL �a �OQROFESS /D' �l _ 9 2 c�v Zm r C 69670 0 x 30 -2012 ,t vl� q OFCAIle, ISSUE DATE DESCRIPTION 02/29/12 MINOR USE PERMIT SUBMITTAL 05/10/12 MINOR USE PERMIT RESUBMITTAL 06/06/12 MINOR USE PERMIT RESUBMITTAL PROJECT INFORMATION BLOCK JOB NUMBER: 2011 -19 -024 DRAWN BY: SU /MW CHECKED BY: AJH SCALE: As indicated REF. NORTH: MODEL: 12.1- LG- WD- R- PF- 2ATM -PCP1 SHEET TITLE: MINOR USE PERMIT SITE PLAN SHEET NUMBER: C -100 SHOPPING CENTER PARKING REQUIREMENT WESTCLIFF PLAZA SHOPPING CENTER \J \ / 8 i( 15 21 17 D I / _ OK 6 -- -7 6 vv13 L AvI 0 2 O ��� v/& I 4/ /�v\ �7 17 \ 1­17 611/ OX ___\_ -- vI I j l l l _ v I I I vvI I I 1� I -T / 3 � pQO 17 �I QNP�� / 7':: ,j� �$ -- II I\I II II I - -\ -- I I 117 % 5 \ \ O 4 �\� �` \� .:,�,,`•;`,``yo .'�� �� �� I I - �- I 11 I I \I II I I �/ �\�\� / \ `\ ` \ �/ rr 3 1 1 14 \ 14 14 C \ SHOPPING CENTER PARKING SUMMARY TOTAL BUILDING GROSS SQUARE FOOTAGE (INCLUDING PROPOSED CHASE BANK): 111,945 SF TOTAL REQUIRED PARKING STALLS (RATIO VARIES DEPENDING ON USE — SEE ABOVE), TOTAL INCLUDES PROPOSED CHASE BANK: 560 TOTAL EXISTING PARKING STALLS (INCLUDING 4 STALLS AT EX. SHELL STATION): 553 TOTAL PARKING STALLS PROPOSED FOR THE CHASE BANK PARCEL: 26 TOTAL PROPOSED PARKING STALLS: 579 ARKING EXHIBIT NOTES: THE PARKING SPACE LOCATIONS AND RELATIVE SIZES ARE BASED SOLELY UPON A PHYSICAL ON —SITE PARKING COUNT OF THE SHOPPING CENTER PERFORMED ON JANUARY 12, 2012. THE CURRENT TENANTS AND APPROXIMATE LOCATIONS OF ALL BUILDINGS IN THE SHOPPING CENTER ARE BASED UPON PHYSICAL ON —SITE OBSERVATIONS MADE ON JANUARY 12, 2012 AND INFORMATION PROVIDED BY THE LANDLORD. THE SIZES AND LAYOUTS OF THESE BUILDINGS ARE VERY SCHEMATIC. THE BUILDING AREAS SHOWN IN CHARTS ON THIS PAGE ARE FROM OTHERS, AND WERE NOT VERIFIED BY CAUCHI. PER INSTRUCTIONS FROM THE CITY OF NEWPORT BEACH PLANNING DEPARTMENT, THIS PARKING ANALYSIS IS A STATIC PARKING STUDY THAT DOES NOT TAKE INTO ACCOUNT FLUCTUATIONS OF PARKED CARS AT DIFFERENT TIMES OF THE DAY, NOR DOES THE STUDY IDENTIFY POTENTIAL LOCALIZED FLUCTUATIONS IN PARKING USES. THE ANALYSIS EXAMINES THE ENTIRE SHOPPING CENTER AS A SINGLE PARKING FACILITY, TAKING ONLY THE SIZE OF THE EXISTING BUILDINGS AND THEIR ASSOCIATED USES INTO THE ANALYSIS. ANALYSIS OF ACCESSIBLE PARKING STALLS REQUIREMENT THROUGHOUT THE SHOPPING CENTER IS NOT A PART OF THIS PARKING COUNT SUMMARY. 2 0 40 80 120 GRAPHIC SCALE IN FEET SCALE: 1 " = 40' I KEY NOTE / TENANT ADDRESS AREA (SF) USE CLASSIFICATION PARKING REQUIREMENT l�A RALPH'S / IRVINE AVE 27,900 FOOD & BEVERAGE 140 O NEWPORT NAILS 1132 / AVE 1,035 PERSONAL SERVICES 13 OC ANTHONY'S SHOE REPAIR 1130 IRVINE AVE / PERSONAL SERVICES 4 OD STARBUCKS 1128A IRVINE AVE 1,200 SMALL SCALE / OE PAN D'OR (PROPOSED) 1126A IRVINE AVE 1,940 FOOD USE 21 OF / 1124 IRVINE AVE 780 TAKE OUT LIMITED 4 OG CHRONIC TACOS / IRVINE AVE 1,300 SMALL SCALE 6 OH CHAMPAGNE 1116 / AVE 975 RETAIL 4 OI PICK —UP STIX 1112 IRVINE AVE 1,400 TAKE OUT 6 OJ THE COUNTER CUSTOM BUILT BURGERS 1104 IRVINE AVE 1,078 FULL SERVICE 27 OK THE COUNTER PATIO 1104P IRVINE AVE 120 PATIO 3 OL ULTA SALON 1080 IRVINE AVE 11,235 BEAUTY SUPPLY 45 OM DRAPER'S AND DAMON'S FASHIONS 1062 IRVINE AVE 3,737 RETAIL 15 O CORE REFORM PILATES 1058 IRVINE AVE 1,300 PERSONAL IMPROVEMENT 9 SHOPPING CENTER PARKING SUMMARY TOTAL BUILDING GROSS SQUARE FOOTAGE (INCLUDING PROPOSED CHASE BANK): 111,945 SF TOTAL REQUIRED PARKING STALLS (RATIO VARIES DEPENDING ON USE — SEE ABOVE), TOTAL INCLUDES PROPOSED CHASE BANK: 560 TOTAL EXISTING PARKING STALLS (INCLUDING 4 STALLS AT EX. SHELL STATION): 553 TOTAL PARKING STALLS PROPOSED FOR THE CHASE BANK PARCEL: 26 TOTAL PROPOSED PARKING STALLS: 579 ARKING EXHIBIT NOTES: THE PARKING SPACE LOCATIONS AND RELATIVE SIZES ARE BASED SOLELY UPON A PHYSICAL ON —SITE PARKING COUNT OF THE SHOPPING CENTER PERFORMED ON JANUARY 12, 2012. THE CURRENT TENANTS AND APPROXIMATE LOCATIONS OF ALL BUILDINGS IN THE SHOPPING CENTER ARE BASED UPON PHYSICAL ON —SITE OBSERVATIONS MADE ON JANUARY 12, 2012 AND INFORMATION PROVIDED BY THE LANDLORD. THE SIZES AND LAYOUTS OF THESE BUILDINGS ARE VERY SCHEMATIC. THE BUILDING AREAS SHOWN IN CHARTS ON THIS PAGE ARE FROM OTHERS, AND WERE NOT VERIFIED BY CAUCHI. PER INSTRUCTIONS FROM THE CITY OF NEWPORT BEACH PLANNING DEPARTMENT, THIS PARKING ANALYSIS IS A STATIC PARKING STUDY THAT DOES NOT TAKE INTO ACCOUNT FLUCTUATIONS OF PARKED CARS AT DIFFERENT TIMES OF THE DAY, NOR DOES THE STUDY IDENTIFY POTENTIAL LOCALIZED FLUCTUATIONS IN PARKING USES. THE ANALYSIS EXAMINES THE ENTIRE SHOPPING CENTER AS A SINGLE PARKING FACILITY, TAKING ONLY THE SIZE OF THE EXISTING BUILDINGS AND THEIR ASSOCIATED USES INTO THE ANALYSIS. ANALYSIS OF ACCESSIBLE PARKING STALLS REQUIREMENT THROUGHOUT THE SHOPPING CENTER IS NOT A PART OF THIS PARKING COUNT SUMMARY. 2 0 40 80 120 GRAPHIC SCALE IN FEET SCALE: 1 " = 40' I KEY NOTE / TENANT ADDRESS AREA (SF) USE CLASSIFICATION PARKING REQUIREMENT l�A RALPH'S 1150 IRVINE AVE 27,900 FOOD & BEVERAGE 140 O NEWPORT NAILS 1132 IRVINE AVE 1,035 PERSONAL SERVICES 13 OC ANTHONY'S SHOE REPAIR 1130 IRVINE AVE 975 PERSONAL SERVICES 4 OD STARBUCKS 1128A IRVINE AVE 1,200 SMALL SCALE 5 OE PAN D'OR (PROPOSED) 1126A IRVINE AVE 1,940 FOOD USE 21 OF Z PIZZA 1124 IRVINE AVE 780 TAKE OUT LIMITED 4 OG CHRONIC TACOS 1120 IRVINE AVE 1,300 SMALL SCALE 6 OH CHAMPAGNE 1116 IRVINE AVE 975 RETAIL 4 OI PICK —UP STIX 1112 IRVINE AVE 1,400 TAKE OUT 6 OJ THE COUNTER CUSTOM BUILT BURGERS 1104 IRVINE AVE 1,078 FULL SERVICE 27 OK THE COUNTER PATIO 1104P IRVINE AVE 120 PATIO 3 OL ULTA SALON 1080 IRVINE AVE 11,235 BEAUTY SUPPLY 45 OM DRAPER'S AND DAMON'S FASHIONS 1062 IRVINE AVE 3,737 RETAIL 15 O CORE REFORM PILATES 1058 IRVINE AVE 1,300 PERSONAL IMPROVEMENT 9 SERVICES O MASSAGE ENVY 1052 IRVINE AVE 2,503 PERSONAL SERVICES 11 O NEWPORT BEACH BUSINESS CENTER 1048 IRVINE AVE 2,028 POSTAL SERVICES 9 ® VACANT (PROPOSED DANCE NEWPORT) 1044 IRVINE AVE 2,750 PERSONAL SERVICES 11 O VACANT /STORAGE 1040 IRVINE AVE 620 RETAIL 3 O VACANT (RETAIL) 1040 IRVINE AVE 1,800 FOOD USE PROPOSED 32 OT VACANT MODIFIED SHELL 1036 IRVINE AVE 2,200 RETAIL 9 O CROWN HARDWARE 1024 IRVINE AVE 10,270 HARDWARE 42 OV US 1020 IRVINE AVE 23,594 RETAIL PHARMACY 95 OW BANK OF AMERICA 1016 IRVINE AVE 7,200 BANK 29 OX PROPOSED CHASE BANK 1000 IRVINE AVE 4,005 BANK 17 TOTAL 560 SHOPPING CENTER PARKING SUMMARY TOTAL BUILDING GROSS SQUARE FOOTAGE (INCLUDING PROPOSED CHASE BANK): 111,945 SF TOTAL REQUIRED PARKING STALLS (RATIO VARIES DEPENDING ON USE — SEE ABOVE), TOTAL INCLUDES PROPOSED CHASE BANK: 560 TOTAL EXISTING PARKING STALLS (INCLUDING 4 STALLS AT EX. SHELL STATION): 553 TOTAL PARKING STALLS PROPOSED FOR THE CHASE BANK PARCEL: 26 TOTAL PROPOSED PARKING STALLS: 579 ARKING EXHIBIT NOTES: THE PARKING SPACE LOCATIONS AND RELATIVE SIZES ARE BASED SOLELY UPON A PHYSICAL ON —SITE PARKING COUNT OF THE SHOPPING CENTER PERFORMED ON JANUARY 12, 2012. THE CURRENT TENANTS AND APPROXIMATE LOCATIONS OF ALL BUILDINGS IN THE SHOPPING CENTER ARE BASED UPON PHYSICAL ON —SITE OBSERVATIONS MADE ON JANUARY 12, 2012 AND INFORMATION PROVIDED BY THE LANDLORD. THE SIZES AND LAYOUTS OF THESE BUILDINGS ARE VERY SCHEMATIC. THE BUILDING AREAS SHOWN IN CHARTS ON THIS PAGE ARE FROM OTHERS, AND WERE NOT VERIFIED BY CAUCHI. PER INSTRUCTIONS FROM THE CITY OF NEWPORT BEACH PLANNING DEPARTMENT, THIS PARKING ANALYSIS IS A STATIC PARKING STUDY THAT DOES NOT TAKE INTO ACCOUNT FLUCTUATIONS OF PARKED CARS AT DIFFERENT TIMES OF THE DAY, NOR DOES THE STUDY IDENTIFY POTENTIAL LOCALIZED FLUCTUATIONS IN PARKING USES. THE ANALYSIS EXAMINES THE ENTIRE SHOPPING CENTER AS A SINGLE PARKING FACILITY, TAKING ONLY THE SIZE OF THE EXISTING BUILDINGS AND THEIR ASSOCIATED USES INTO THE ANALYSIS. ANALYSIS OF ACCESSIBLE PARKING STALLS REQUIREMENT THROUGHOUT THE SHOPPING CENTER IS NOT A PART OF THIS PARKING COUNT SUMMARY. 2 0 40 80 120 GRAPHIC SCALE IN FEET SCALE: 1 " = 40' I tn LLI W N rl Z A z o a o � W I�mmI W z Z ARCHITECT / ENGINEER OF RECORD Gen s er 4675 MacArthur Court Suite 350 Newport Beach CA 92660 Tel: 949.863.9434 Fax: 949.553.1676 ©2012 Gensler CALICHI DESIGN GROUP 505 LANCASTER STREET SUITE 5 OAKLAND,CA 94601 (415) 390 -2452 OLC C H ©2012 CaliChi SEAL �OeROFESS /O,V ��ENrF A��1F2� y``�o 9 2 � C 69670 0 ,tom �, EXP .30 -2012 ,t /�sT" _ q�OFCAliFO� ISSUE DATE DESCRIPTION 02/29/12 MINOR USE PERMIT SUBMITTAL 05/10/12 MINOR USE PERMIT RESUBMITTAL 06/06/12 MINOR USE PERMIT RESUBMITTAL PROJECT INFORMATION BLOCK JOB NUMBER: 2011 -19 -024 DRAWN BY: SU /MW CHECKED BY: AJH SCALE: As indicated REF. NORTH: MODEL: 12.1- LG- WD- R- PF- 2ATM -PCP1 SHEET TITLE: OVERALL PARKING EXHIBIT SHEET NUMBER: C -101 i I I I I I I I I I I I I I I I OFFSITE - rn DRAINAGE AREA I I I I I I I I I I I I I I I I I I KRISTAR LOPRO TRENCH DRAIN FILTER. I I I I I I j I= U LU m H a U LU LL Z O LL O U I H IU W M Z W Q W Z N> OFFSITE DRAINAGE AREA 1 I' II II II II II I I II II II 1 11' I, I' I I I I l \ I I I LOT 17 FILTERA TREE WELL FILTER. I I I I I I I I I I — I I -- ------------------------ - - - - -- 167.25 LROPOSE�L OFFSITE DRAINAGE AREA I PROPOSED PROPERTY LINE PER PLANNING DOCUMENTS SUBMITTED BY OTHERS. EXISTING PROPERTY LINE - -- -- - - - - -- \ _ — — — — — — — — — -- --- - - - - -- - --------------------------------- ----- - - - - -- ----- - - - - -- \ �J m I— I OFFSITE DRAINAGE AREA WESTCLIFF DRIVE X901 OFFSITE DRAINAGE AREA I I / I 1 LOOT 17 / 7RACT NO. 4924 173 MAPS 26 / I / I / I / I / I / I I I / I / / / / / / / / / CO / / / / / / t VICINITY MAP NOT TO SCALE 7 LEGEND DIMPERVIOUS PAVEMENT AREA A IMPERVIOUS ROOF AREA W PERVIOUS AREA C NEW BIOFILTRATION AREA D PROPOSED ROOF DRAIN LOCATION TO - -- o PROPOSED STORM DRAIN INLET 0 STENCILING (CASQA SD -13) W PROPOSED PROPERTY LINE (BY OTHERS) N rl EXISTING PROPERTY LINE A PROPOSED STORM DRAIN LINE c� i PROPOSED 1 FOOT CONTOUR LINE 90 PROPOSED 5 FOOT CONTOUR LINE �Q0 EXISTING 1 FOOT CONTOUR LINE - -- -- - - - - -- \ _ — — — — — — — — — -- --- - - - - -- - --------------------------------- ----- - - - - -- ----- - - - - -- \ �J m I— I OFFSITE DRAINAGE AREA WESTCLIFF DRIVE X901 OFFSITE DRAINAGE AREA I I / I 1 LOOT 17 / 7RACT NO. 4924 173 MAPS 26 / I / I / I / I / I / I I I / I / / / / / / / / / CO / / / / / / t VICINITY MAP NOT TO SCALE 7 LEGEND DIMPERVIOUS PAVEMENT AREA A IMPERVIOUS ROOF AREA W PERVIOUS AREA C NEW BIOFILTRATION AREA D PROPOSED ROOF DRAIN LOCATION TO DAYLIGHT THRU THE CURB. PROPOSED STORM DRAIN INLET 0 STENCILING (CASQA SD -13) W PROPOSED PROPERTY LINE (BY OTHERS) N rl EXISTING PROPERTY LINE A PROPOSED STORM DRAIN LINE LIMIT OF DRAINAGE AREA 91 PROPOSED 1 FOOT CONTOUR LINE 90 PROPOSED 5 FOOT CONTOUR LINE ------ - - - - -- 91 ------ - - - - -- EXISTING 1 FOOT CONTOUR LINE - - - - - - - 90 - - - - - -- EXISTING 5 FOOT CONTOUR LINE Newport Beach CA 92660 DRAINAGE ARROW DRAINAGE AREA AREA (SF) A 6,374 B 13,646 C 5,929 D 570 CALL M WORKING DAYS MORE YOU DIG 0 10 20 30 GRAPHIC SCALE IN FEET SCALE: 1 " = 10' I SHEET NUMBER: C -200 tn W W N rl Z A z O a O � W 00 W z Z ARCHITECT / ENGINEER OF RECORD Gen s er 4675 MacArthur Court Suite 350 Newport Beach CA 92660 Tel: 949.863.9434 Fax: 949.553.1676 ©2012 Gensler CALICHI DESIGN GROUP 505 LANCASTER STREET SUITE 5 OAKLAND,CA 94601 (415) 390 -2452 OLM Q ©2012 CaliChi SEAL �OeROFESS /0iy. J�GEN TF ,0 CO 9 2 W W C 69670 0 x EXP.6:30 -2012 ,t v q OFCAliFO� ISSUE DATE DESCRIPTION 02/29/12 MINOR USE PERMIT SUBMITTAL 05/10/12 MINOR USE PERMIT RESUBMITTAL 06/06/12 MINOR USE PERMIT RESUBMITTAL PROJECT INFORMATION BLOCK JOB NUMBER: 2011 -19 -024 DRAWN BY: SU /MW CHECKED BY: AJH SCALE: As indicated REF. NORTH: MODEL: 12.1- LG- WD- R- PF- 2ATM -PCP1 SHEET TITLE: PRELIMINARY WQMP SHEET NUMBER: C -200 w M Z W Q W z II j:l:l.l:l:ll \ pO - - -- -1050 .49 APP. 30 PSI. PIPE SIZING Address: 1000 Irvine Avenue Irvine , CA. CHART 0 TO 5 GPM 3/4" CL. 200 PVC PIPE 5 TO 10 GPM 1" CL. 200 PVC PIPE 10 TO 15 GPM 1 -1/4" CL. 200 PVC PIPE 15 TO 25 GPM 1 -1/2" CL. 200 PVC PIPE 25 TO 35 GPM 2" CL. 200 PVC PIPE 35 TO 50 GPM 2 -1/2" CL. 200 PVC PIPE 50 TO 100 GPM 3" CL. 200 PVC PIPE NOTE: CONTRACTOR SHALL SIZE ALL LATERAL LINES PER PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE SIZE EXCEED DESIGNATED GPM RANGE. OR _ .. _ .. _ .. _ _7 . . 7. j I\ 1I 11/4 525 1 l • .49 APP. A �_- _ -_ —•� II 30 PSI. L.. ..— ... %'� 2 I CONTROLLER LOCATION REFER TO CONTROLLER NOTE ( #2) AN RIGHT IRRIGATION CONTROLLER SHOWN WITHIN PAVING FOR DRAWING CLARITY ONLY, ACTUAL LOCATION SHALL BE LOCATED WITHIN 2 PLANTER, VERIFY EXACT LOCA ION IN FIELD. Now TYP O _ = -= 11/4' Ok I:I:I:I:I G-- - - - -G— I------ G------ G-- - - - -G- WESTCLIFF DRIVE METER LOCATION REFER TO P.O.C. NOTE ( #1) AT RIGHT IRRIGATION WATER METER SHOWN WITHIN PAVING FOR DRAWING CLARITY ONLY, REFER TO CIVIL ENGINEER'S PLANS FOR EXACT METER LOCATION. IRRIGATION P.O.C. EQUIPMENT AND MAINLINES SHALL BE LOCATED OUTSIDE OF STREET RIGHT -OF -WAY. VERIFY EXACT LOCATION IN FIELD PRIOR TO INSTALLATION. AB 1881 NOTE: OVERHEAD IRRIGATION SHALL NOT BE PERMITTED WITHIN 24 INCHES OF ANY NON - PERMEABLE SURFACE, (PER STATE ORDINANCE AB 1881.) ABSOLUTELY NO OVERSPRAY OR LOW HEAD DRAINAGE IS ALLOWED. P.O.C. & CONTROLLER NOTES EP.O.C. NOTE #1: POINT OF CONNECTION SHALL BE A 1" DOMESTIC WATER IRRIGATION METER WITH A 2" SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION , THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO ADDITIONAL COST TO THE OWNER. Domestic Water Meter Information Address: 1000 Irvine Avenue Irvine , CA. Water Purveyor: I.R.W.D. Ph.# 949 - 453 -5747 Meter Size 1" Static Pressure 79 PSI. System Design Pressure 57 PSI. Maximum System Demand 11 GPM Landscape Area Served 5,443 sq.ft. Maximum Applied Water Allowance (MAWA) 101,813 gal./ yr. Estimated Applied Water Use (EAWU) 64,643 gal./ yr. CONTROLLER NOTE#2: CONTROLLER LOCATION. REFER TO LEGEND FOR CONTROLLER MAKE AND MODEL NUMBER. CONTROLLER ASSEMBLY SHALL BE INSTALLED IN A STAINLESS STEEL PEDESTAL ENCLOSURE. FINAL LOCATION OF CONTROLLER ASSEMBLY AND ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. THE 120 VOLT POWER SUPPLY HOOK -UP OF THE IRRIGATION CONTROLLER SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. IRRIGATION CONSTRUCTION NOTES OPERIMETER IRRIGATION NOTE: ALL ADJACENT SYSTEMS SHALL MAINTAIN AUTOMATIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION . NO DISRUPTION OF THE EXISTING IRRIGATION SYSTEMS WATERING WILL BE ALLOWED DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION OF ALL ADJACENT IRRIGATION SYSTEMS EQUIPMENT THAT IS AFFECTED BY PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING ADJACENT IRRIGATION SYSTEMS AS REQUIRED. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING COMPLETE 100% HEAD TO HEAD COVERAGE IN ALL AREAS WITH SYSTEM LAYOUT AS APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING AND COMMENCING WORK. OREMOVAL AND DISPOSAL NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO COMMENCING WORK. CONTRACTOR SHALL MEET WITH THE OWNER PRIOR TO BEGINNING DEMOLITION OR ANY OTHER WORK, AND WALK SITE TO LOCATE EXISTING CONTROLLER AND LINES AND OTHER IRRIGATION TO BE PROTECTED IN PLACE. OBUILDING IRRIGATION OFFSET NOTE: ALL IRRIGATION (SPRAY OR DRIP) ADJACENT TO BUILDING SHALL BE INSTALLED A MINIMUM DISTANCE OF 12" INCHES FROM BUILDING TO AVOID WATER / OVERSPRAY ONTO BUILDING OR WINDOWS. STATEMENT OF WATER CONSERVATION PLEASE NOTE THE FOLLOWING PRINCIPLES OF DESIGN UTILIZED ON THIS PROJECT DIRECTED SPECIFICALLY AS CONSERVING WATER AND IMPROVING THE EFFICIENCY OF THE IRRIGATION SYSTEM: • IRRIGATION DESIGN UTILIZING DRIP IRRIGATION WITH 90% EFFICIENCY AND UP TO 40% REDUCTION IN WATER USAGE. • USE OF HYDROZONES WITH PLANTS GROUPED BASED UPON AMOUNT OF WATER NEEDED TO SUSTAIN THEM. • MULCH 3/4" - 1" SIZE UTILIZED IN THE LANDSCAPE; 3" DEPTH MIN. • SOIL AMENDMENTS UTILIZED TO IMPROVE WATER HOLDING CAPACITY OF SOIL. • AUTOMATIC IRRIGATION SYSTEM ADJUSTED SEASONALLY AND WITH WATERING HOURS BETWEEN 10:00 P.M. AND 6:00 A.M. • IRRIGATION SYSTEM DESIGNED TO WATER DIFFERENT AREAS OF THE LANDSCAPE BASED ON WATERING NEED. • RECOMMENDATIONS GIVEN FOR ANNUAL IRRIGATION SCHEDULE. • IRRIGATION ZONES SEPARATED BY PLANT MATERIAL TYPES. • IRRIGATION ZONES SEPARATED BY EXPOSURE AND ORIENTATION. • UTILIZATION OF IRRIGATION SYSTEM MASTER VALVE. d411II /_\I[•P Eel A I NN refill ffQkgl i1:11 LTA 19[•PiT&I406101:11 • UTILIZATION OF RAIN SHUT -OFF DEVICE CONNECTED TO IRRIGATION CONTROLLER. • UTILIZATION OF (ET) BASED "SMART" IRRIGATION CONTROLLER WITH WATER BUDGETING FEATURE. IRRIGATION VALVE CALLOUT CONTROLLER VALVE NUMBER 2 10 — G.P.M. 1 160, 0 — APPROXIMATE LINEAR FOOTAGE OF DRIP TUBING 49 APP. — APPLICATION RATE Ln 30 PSL P.S.I. VALVE SIZE IRRIGATION NOTE CALLOUT IRRIGATION CONSTRUCTION OCALLOUT NUMBER. r— P.O.C. AND CONTROLLER CALLOUT NUMBER. MAINTENANCE RESPONSIBILITY ALL LANDSCAPE IMPROVEMENTS SHOWN ON THESE PLANS TO BE MAINTAINED BY THE OWNER. 0 5 10 20 30 I Ln LLI x Z w U U ^I Z_ � Z M W J Q h LJ •� o �1 O � O Z ARCHITECT / ENGINEER OF RECORD Gensler 4675 MacArthur Court Suite 350 Newport Beach CA 92660 Tel: 949.863.9434 Fax: 949.553.1676 ©2011 Gensler SEAL ��5 ' • R/ uc. 12809 O� s ataro 0/08/12 Data s�q 05/31/13 xp. Date CAU�F� R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 387 1323 www.ridgela.com ISSUE DATE DESCRIPTION PROJECT INFORMATION BLOCK JOB NUMBER: 07.6215.177 DRAWN BY: LA/RS CHECKED BY: JR SCALE: As indicated REF. NORTH: MODEL: 12.1- LG- WD- R- PF- 2ATM -PCP1 SHEET TITLE: PRELIMINARY LANDSCAPE IRRIGATION PLAN SHEET NUMBER: L1.1 Irrigation Installation Notes 1. THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ANY AND ALL PERMITS AND ALL INSPECTIONS AS REQUIRED. 2. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY AND ALL DAMAGES TO OPERATIONS OR WORK OF OTHER CONTRACTORS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ACTIVITIES WITH ALL AGENCIES AND OTHER TRADES. 3. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY ENCROACHMENT INTO ADJACENT PROPERTY, R.O.W.-S, EASEMENTS, SETBACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED. 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL REPAIR OR REPLACE, AT NO ADDITIONAL COST TO THE OWNER, ANY DAMAGE TO UNDERGROUND UTILITIES THAT MAY OCCUR. 5. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING PLANS BEFORE BEGINNING WORK. 6. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO PROJECT LANDSCAPE ARCHITECT FOR DIRECTION. ANY CONTINUATION OF WORK IS AT THE CONTRACTOR'S RISK AND EXPENSE. 7. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE PROJECT LANDSCAPE ARCHITECT FOR DIRECTION. 8. BEFORE ANY WORK COMMENCES, A CONFERENCE SHALL BE HELD WITH THE CITY'S REPRESENTATIVE AND THE CONTRACTOR, REGARDING GENERAL REQUIREMENTS OF THIS WORK. 9. INSTALL ALL IRRIGATION COMPONENTS ACCORDING TO LOCAL CODES AND ORDINANCES. 10. THE IRRIGATION WATER METER IS TO BE PROVIDED BY THE OWNER UNLESS SHOWN OTHERWISE ON THE PLANS. CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL IRRIGATION EQUIPMENT DOWNSTREAM OF THE POINT OF CONNECTION (P.O.C.) AT THE IRRIGATION WATER METER. 11. ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 12. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS (INCLUDING EXISTING AND /OR NEW PLANT MATERIAL), GRADE DIFFERENCES OR DIFFERENCES IN THE AREA'S DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE DESIGN. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 13. THE WORK SHOWN ON THESE PLANS IS DIAGRAMMATIC; ALL ITEMS, I.E. CONTROLLERS, VALVES, MAINLINES, SLEEVES, WIRES, IRRIGATION HEADS, ETC. ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ONLY. DO NOT SCALE DIMENSIONS. DETAIL DRAWINGS MAY CLARIFY LOCATIONS OF SOME ITEMS. THE CONTRACTOR SHALL NOT LOCATE ANY ITEMS WHERE IT IS OBVIOUS THAT THEY ARE IN CONFLICT WITH UNDERGROUND UTILITIES, STRUCTURES, OTHER IMPROVEMENTS, OR VEHICULAR OR PEDESTRIAN SAFETY CONSIDERATIONS. 14. CONTROLLER LOCATIONS ARE APPROXIMATE. FINAL LOCATION OF THE AUTOMATIC CONTROLLER AND THE BACKFLOW DEVICE SHALL BE APPROVED BY THE OWNER AND THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 15. ALL CONSTANT PRESSURE LINES SHALL BE TESTED FOR 3 HOURS UNDER A HYDROSTATIC PRESSURE OF 150 POUNDS PER SQUARE INCH AND BE PROVEN WATERTIGHT. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT FOR HYDROSTATIC TESTS. HYDROSTATIC TESTS SHALL BE PERFORMED IN THE PRESENCE OF THE LANDSCAPE ARCHITECT OR IF APPROVED BY LANDSCAPE ARCHITECT, CONTRACTOR MAY E -MAIL DIGITAL PHOTOGRAPHS OF THE PRESSURE GAUGE TO THE LANDSCAPE ARCHITECT AT BEGINNING AND END OF TEST PERIOD. 16. 120 -VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED PER THE ELECTRICAL ENGINEER'S PLANS AND SPECIFICATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ELECTRICAL SERVICE WITH THE GENERAL CONTRACTOR AND TO MAKE THE FINAL HOOK -UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. 17. ALL LOCAL MUNICIPAL AND STATE LAWS RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 18. BACKFLOW DEVICE SHALL BE INSTALLED IN GROUND COVER AREA WHEREVER POSSIBLE. FINAL LOCATION SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE AND MAY VARY FROM THAT INDICATED ON THE DRAWINGS. 19. QUICK COUPLER VALVES, CONTROL VALVES, AND SHUT -OFF VALVES SHALL BE INSTALLED IN GROUND COVER AREAS WHEREVER POSSIBLE. 20. PIPING AND WIRE CONDUIT PENETRATIONS THROUGH WALLS AND INSTALLATION EQUIPMENT UNDER PAVING SHALL BE INSTALLED IN SCH 40 PVC SLEEVES, AS CALLED OUT ON PLANS, OR AS PER LOCAL CODES AND MUST BE COORDINATED WITH THE GENERAL CONTRACTOR AND CONTRACTORS OF ALL VARIOUS TRADES THAT MAY BE INVOLVED TO ELIMINATE PROBLEMS THAT MAY ARISE FROM INACCESSIBILITY OR DAMAGE TO ANOTHER TRADE'S WORK. PIPING AND WIRE CONDUIT PENETRATIONS THROUGH EXISTING WALLS SHALL BE CORE DRILLED AND SLEEVED PER ABOVE, UNLESS AN EXISTING SLEEVE IS AVAILABLE FOR RE -USE WHICH WILL NOT SIGNIFICANTLY AFFECT THE SYSTEM DESIGN. 21. USE CHECK VALVES AS REQUIRED TO ELIMINATE LOW HEAD DRAINAGE. 22. THE CONTRACTOR SHALL INSTALL KBI SERIES ANTI -DRAIN VALVES ON ALL LATERALS IN AREAS WHERE SLOPE OF GRADE EXCEEDS 4:1, WHERE POST VALVE SHUT -OFF DRAINING OF THE IRRIGATION OCCURS, OR AS DIRECTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 23. THE CONTRACTOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE HEALTHY GROWTH OF PLANT MATERIAL. AT NO TIME SHALL THE CONTRACTOR APPLY WATER AT A RATE OF FREQUENCY WHICH CAUSES RUNOFF OR OVER - SATURATION OF THE SOIL. 24. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO ADJACENT PAVING, WALLS OR OTHER HARDSCAPE ELEMENTS TO THE EXTENT POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND ADJUSTING THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING FLOW FOR EACH SYSTEM. 25. WHEN RADIUS OF SPRINKLER HEADS AS REQUIRED FOR PROPER COVERAGE IS LESS THAN RADIUS SHOWN ON LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A PRESSURE COMPENSATING SCREEN (PCS) FOR LOW FLOW AND RADIUS CONTROL. 26. USE ADJUSTABLE ARC NOZZLES FOR ALL HEADS LOCATED IN AREAS WHERE A STANDARD ARC PATTERN SPRAYS OVER ONTO ADJACENT PAVING, WALLS OR OTHER HARDSCAPE ELEMENTS. ADJUSTABLE ARC NOZZLE SHOULD HAVE THE SAME RADIUS OF THROW AS THE NOZZLE BEING REPLACED. 27. NO OVERSPRAY OR LOW HEAD DRAINAGE SHALL BE ALLOWED. 28. WHEN VERTICAL OBSTRUCTIONS (LIGHT POLES, FIRE HYDRANTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 29. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWING. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE IMMEDIATELY UPON REJECTION. 30. ALL ELECTRICAL CONTROL WIRE SHALL BE DIRECT BURIAL #14 U.F. APPROVED IN AN 18" DEEP TRENCH INSTALLED UNDER THE MAINLINE PIPE. WIRE CONNECTORS SHALL BE PENTITE OR DRI- SPLICE ONLY. COLORS FOR CONTROL WIRE SHALL BE AS FOLLOWS: A. COMMON WIRE - WHITE (FOR MULTIPLE CONTROLLERS USE DIFFERENT STRIPE COLOR PER CONTROLLER) B. HOT WIRE - BLACK C. EXTRA COMMON WIRES - WHITE WITH ORANGE STRIPE - MINIMUM 3 EACH DIRECTION AND ONE TO EACH LEG OF MAINLINE FROM POC PER CONTROLLER (DIFFERENT STRIPE COLOR PER CONTROLLER) D. EXTRA HOT WIRES, MINIMUM (1) EXTRA HOT WIRE FOR EVERY (5) WIRES PLUS (3) EXTRA HOT WIRES RUN TO EACH END OF MAINLINE BACK TO THE CONTROLLER - LABEL ALL SPARE WIRES AT BOTH ENDS "SPARE ". E. MASTER VALVE - BLUE W/ WHITE STRIPE / WHITE W/ BLUE STRIPE. F. FLOW SENSOR - RED W/ WHITE STRIPE / RED W/ BLUE STRIPE. 31. ALL AUTOMATIC CONTROLLER PROGRAMS MUST BE SET TO OPERATE BETWEEN THE HOURS OF 10 P.M. AND 6 A.M. 32. THE ENTIRE SPRINKLER SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL AND WORKMANSHIP, INCLUDING THE SETTLING OF BACKFILLED AREAS AND TRENCHES FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK. SHOULD ANY OPERATION DIFFICULTIES IN CONNECTION WITH THE SPRINKLER SYSTEM DEVELOP WITHIN THE SPECIFIED GUARANTEE PERIOD, WHICH IN THE OPINION OF THE OWNER MAY BE DUE TO INFERIOR MATERIAL AND /OR WORKMANSHIP, SAID DIFFICULTIES SHALL BE IMMEDIATELY CORRECTED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST. 33. THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND THEFT AND REPLACE ALL DAMAGED OR STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY THE OWNER. 34. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF CONNECTION. THE CONTRACTOR SHALL VERIFY WATER PRESSURE IN THE FIELD PRIOR TO CONSTRUCTION TO DETERMINE IF IT IS SUFFICIENT TO OPERATE SYSTEMS AS DESIGNED. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE PROJECT LANDSCAPE ARCHITECT. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO ADDITIONAL COST TO THE OWNER. 35. AFTER INSTALLATION OF THE IRRIGATION SYSTEM IS COMPLETED, THE CONTRACTOR SHALL PERFORM A COVERAGE TEST IN THE PRESENCE OF THE LANDSCAPE ARCHITECT TO DETERMINE IF THE IRRIGATION COVERAGE FOR PLANTING AREAS IS ADEQUATE AND COMPLETE. FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS FROM THE PLANS OR BECAUSE DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FIELD CONDITIONS WERE NOT BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. Irrigation General Notes 1. IRRIGATION PLANS ARE DESIGNED AS DIAGRAMMATIC AND APPROXIMATE. ALL IRRIGATION EQUIPMENT, SPRINKLERS AND PIPE ARE TO BE INSTALLED IN LANDSCAPED AREA. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE. THE IRRIGATION CONTRACTOR SHALL ENSURE NO OVERSPRAY ONTO HARDSCAPE, STREETS, WALLS OR ANY OTHER HARDSCAPE / STRUCTURE. 2. MAINLINE SHOWN WITHIN PAVING FOR DRAWING CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. 3. WHEN VERTICAL OBSTRUCTIONS (PROPS, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 4. WHEN RADIUS OF SPRINKLER HEADS, REQUIRED FOR PROPER COVERAGE, IS LESS THAN RADIUS SHOWN ON LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A RAIN BIRD "PCS" PRESSURE COMPENSATING SCREEN FOR LOW FLOW AND RADIUS CONTROL. 5. USE ADJUSTABLE ARC NOZZLES FOR ALL HEADS LOCATED IN AREAS WHERE A STANDARD ARC PATTERN OVER SPRAYS ONTO BUILDINGS, WALLS OR PAVING. ADJUSTABLE ARC NOZZLE SHOULD HAVE THE SAME RADIUS OF THROW AS THE NOZZLE BEING REPLACED. 6. OVERHEAD IRRIGATION SHALL NOT BE PERMITTED WITHIN 24 INCHES OF ANY NON - PERMEABLE SURFACE, (PER STATE ORDINANCE AB 1881.) ABSOLUTELY NO OVERSPRAY OR LOW HEAD DRAINAGE IS ALLOWED. 7. IRRIGATION SLEEVES SHOWN FOR MAJOR STREET AND DRIVEWAY CROSSINGS FOR CLARITY ONLY. CONTRACTOR SHALL INSTALL SLEEVING BELOW ALL PAVING, HARDSCAPE, ETC. AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. 8. ALL PIPING AND WIRE SHALL BE SLEEVED UNDER PAVING. ALL SLEEVES TO BE MINIMUM 2X DIAMETER OF PIPE SLEEVES. ALL MAINLINE SHALL BE ACCOMPANIED WITH A MINIMUM 2 -INCH DIAMETER WIRE SLEEVE. SLEEVING TO EXTEND MINIMUM 12 INCHES BEYOND PAVING. 9. ALL LEAD WIRES TO BE #14 GAUGE, AND BLACK IN COLOR. ALL COMMON WIRE TO BE #14 GAUGE AND WHITE WITH COLORED STRIPE DIFFERING PER CONTROLLER. TWO (2) EXTRA WIRES SHALL BE PROVIDED FOR EACH GROUP OF FIVE (5) VALVES AND LOOPED IN A NEARBY VALVE BOX WITH MINIMUM 2' OF COILED WIRE. 10. ALL IRRIGATION ADJACENT TO BUILDING SHALL BE INSTALLED A MINIMUM DISTANCE OF 12" INCHES FROM BUILDING TO AVOID WATER / OVERSPRAY ONTO BUILDING OR WINDOWS. ALL LAYOUT SHALL BE CONFIRMED INFIELD WITH OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK. 14. CONTROLLER LOCATION SHOWN ON THIS DRAWING IS APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT THE CONTROLLER LOCATION FOR REVIEW AND APPROVAL BY THE OWNER PRIOR TO INSTALLATION OF THIS EQUIPMENT. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ELECTRICAL CONNECTION FROM 120 VOLT POWER SOURCE TO THE CONTROLLER AND ALL WIRE CONNECTIONS FROM ALL VALVES AND APPURTENANCE VALVES TO TERMINAL STRIP. REFER TO ELECTRICAL ENGINEER'S DRAWING'S FOR POWER SOURCE. ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL STATE AND NATIONAL ELECTRICAL CODES AND REGULATIONS. FINAL LOCATION AND EXACT POSITIONING OF THE CONTROLLER SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF CONTROLLER REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. 15. ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THIS DRAWING ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT EACH ELECTRICAL CONTROL VALVE AND ISOLATION VALVE LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION OF ALL VALVES. FINAL LOCATION AND EXACT POSITIONING FOR ELECTRIC CONTROL VALVES AND ISOLATION VALVES SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. IN GENERAL, UNLESS OTHERWISE DIRECTED BY OWNER, ALL VALVES SHALL BE INSTALLED THREE FEET FROM EDGE OF HARDSCAPE, WALK OR CURB IN SHRUB PLANTING AREAS. 16. BACKFLOW PREVENTER LOCATION SHOWN ON THIS DRAWING ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT THE BACKFLOW PREVENTER, AND ALL IRRIGATION APPURTENANCE LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION OF THIS EQUIPMENT. FINAL LOCATION AND EXACT POSITIONING OF BACKFLOW PREVENTER AND ALL IRRIGATION APPURTENANCE SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF THE BACKFLOW PREVENTER, AND ALL IRRIGATION APPURTENANCE AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISION AT NO CHARGE. WATER USE NOTE: I HAVE COMPLIED WITH THE CRITERIA OF THE WATER EFFICIENT LANDSCAPE REGULATIONS AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. AB 1881 WATER BUDGET CALCULATIONS B- 6080- SS -SH, 2" FULL PORT BRONZE BALL VALVE WITH STAINLESS STEEL BALL, STEM, AND HANDLE OPTIONS, LINE SIZE. Maximum Applied Water Allowance (MAWA) The project's Estimated Applied Water Use shall be calculated using this equation: The project's Maximum Applied Water Allowance shall be calculated using this equation: MAWA = (ETo) x (0.62) x [(0.7 x LA) + (1.0 x SLA)] RAIN BIRD Eto (Historical Evapotranspiration for Area) = 43.10 ETAF(Evapotranspiration Adjustment Factor - LA) = 0.70 ETAF(Evapotranspiration Adjustment Factor - SLA) = 1.00 LA (Landscaped Area) = 5,443 ft2 SLA (Special Landscaped Area) = 0 ft2 0.62 (Conversion Factor) IMPERIAL IE (irrigation Efficiency) Eta TECHNICAL ETAF Eto LA or SLA (ft) KL Conversion MAWA (Gallons Per Year) MAWA far LA 143.10 x 0.70 x 5,443 x 0.62 101,813 MAWA for SLA 143.10, x 1.00 x 0 x 0.62 0 Totals = 5,4431 : 0.90 1 101,813 Maximum Applied Water Allowance (MAWA) = 101,813 Gallons Per Year Estimated Applied WaterEstimated Applied Water Use (EAWU B- 6080- SS -SH, 2" FULL PORT BRONZE BALL VALVE WITH STAINLESS STEEL BALL, STEM, AND HANDLE OPTIONS, LINE SIZE. D The project's Estimated Applied Water Use shall be calculated using this equation: EAWU = (ETo) x (KL)x (LA) x 0.62 .. (IE) E, H RAIN BIRD Eto (Historical Evapotranspiration for Area) = 43.10 Inches per Year KL (Landscape Coefficient) IY LA (Landscaped Area) x z W � U U y ON1 !�I z RAIN BIRD 0.62 (Conversion Factor) G, H IMPERIAL IE (irrigation Efficiency) I TECHNICAL BIRD" ESP -LXMEF 12 STATION IRRIGATION CONTROLLER ASSEMBLY WITH ET MANAGER WEATHER BASED SMART Eto SERVICES KL LA (ft) Conversion IE EAWU CONTROLLER MUST BE CERTIFIED AND APPROVED BY IMPERIAL TECHNICAL SERVICES. Tel 949 387 1323 www.ridgela.com IMPERIAL RAIN SENSOR, INSTALLED AS PART OF CONTROLLER ASSEMBLY. MOUNTED TO SIDE I TECHNICAL OF ENCLOSURE AND WIRED TO CONTROLLER. INSTALLED WITHIN STAINLESS STEEL VANDAL RESISTANT ENCLOSURE. (Gallons Per Year) Hydrozone # 1 (Shrub Drip) 1 43.10 x 0.40 x 5,443 x 0.62 : 0.90 64,643 Totals = PVC PIPE 1 -1/4" AS MAINLINES 18" BELOW GRADE. J 5,443 PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED PLACE BELOW ALL 64,643 Estimated Applied Water Use (EAWU) = 64,643 Gallons Per Year IRRIGATION MATERIAL LEGEND SYMBOL MANUFACT. MODEL NO. / DESCRIPTION no 1�1 FS No 0 ❑A R Fill NO SYMBOL NO SYMBOL 517 ►^, I IM .. GPM PSI RADIUS DETAIL P.O.C. 1" DOMESTIC WATER IRRIGATION METER WITH 2" SERVICE LINE, N/A VERIFY SIZE, LOCATION, AND STATIC WATER PRESSURE IN FIELD. WILKINS 975XLVSR PRE -SET SERIES, 1" R/P BACKFLOW PREVENTION ASSEMBLY WITH MODEL "YB" WYE STRAINER AND "BR4" A PRESSURE REGULATOR, INSTALLED AS PART OF ASSEMBLY. R/P ASSEMBLY SHALL BE INSTALLED WITHIN A V.I.T. STRONG BOX SBBC -30CR BACKFLOW DEVICE ENCLOSURE INSTALLED ON A POURED IN PLACE CONCRETE PAD. SUPERIOR MODEL 3200, 1 -1/2" NORMALLY CLOSED MASTER CONTROL VALVE. B IMPERIAL 1" BRASS FLOW SENSOR, INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND WIRE TO CONTROLLER WITH C TECHNICAL 2- CONDUCTOR, 16 AWG, SHIELDED FLOW SENSOR CABLE. SENSOR CABLE SHALL BE INSTALLED WITHIN 1" PVC SCH. 40 GRAY SERVICES ELECTRICAL CONDUIT. NO SPLICES ALLOWED. FLOW SENSOR IS SUPPLIED AS PART OF I.T.S. CONTROLLER ASSEMBLY. WATTS B- 6080- SS -SH, 2" FULL PORT BRONZE BALL VALVE WITH STAINLESS STEEL BALL, STEM, AND HANDLE OPTIONS, LINE SIZE. D RAIN BIRD FEB (1" OR 1 -1/2 ") SERIES PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN. E, H RAIN BIRD XCZ - PRB -COM, (1" OR 1 -1/2 ") SERIES DRIP VALVE CONTROL ZONE KIT ASSEMBLY, SIZE AS SHOWN. ASSEMBLY INCLUDES RAIN F, H BIRD PESB RCV WITH 1" PRESSURE REGULATING BASKET FILTER(S). INSTALL XCZ -PRB- 100 -COM 1" VALVE FOR DEMANDS LESS IY THAN 16 GPM. INSTALL XCZ -PRB- 150 -COM, 1 -1/2" VALVE FOR DEMANDS 16 GPM AND GREATER. x z W � U U y ON1 !�I z RAIN BIRD 33DLRC, 3/4" QUICK COUPLER VALVE WITH LOCKING COVER, PLACED WITHIN ROUND VALVE BOX. G, H IMPERIAL ICA6- RB3 -12 /IFS - 1008 /RSE /SP /MVP- BX/ETMA -LX, IMPERIAL TECHNICAL SERVICES CONTROLLER ASSEMBLY. "RAIN I TECHNICAL BIRD" ESP -LXMEF 12 STATION IRRIGATION CONTROLLER ASSEMBLY WITH ET MANAGER WEATHER BASED SMART Fax: 949.553.1676 SERVICES IRRIGATION CONTROLLER. INSTALLED WITHIN A STAINLESS STEEL PEDESTAL ENCLOSURE. FOR FURTHER INFORMATION CONTACT DARYL GREEN AT GREEN PRODUCT SALES (949) 584 -7311. THE INSTALLATION OF R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive 92 Suite 200 Irvine, CA 92618 CONTROLLER MUST BE CERTIFIED AND APPROVED BY IMPERIAL TECHNICAL SERVICES. Tel 949 387 1323 www.ridgela.com IMPERIAL RAIN SENSOR, INSTALLED AS PART OF CONTROLLER ASSEMBLY. MOUNTED TO SIDE I TECHNICAL OF ENCLOSURE AND WIRED TO CONTROLLER. INSTALLED WITHIN STAINLESS STEEL VANDAL RESISTANT ENCLOSURE. SERVICES RAIN SENSOR SUPPLIED AS PART OF IMPERIAL TECHNICAL SERVICES CONTROLLER ASSEMBLY. N/A 120 VOLT ELECTRICAL POWER PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD. THE COORDINATION N/A OF POWER AND CONNECTION OF CONTROLLER SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. AS APPROVED PVC PIPE 3/4" - 1 -1/4" CLASS 200 AS LATERAL LINES 12" BELOW GRADE. J AS APPROVED PVC PIPE 1 -1/4" AS MAINLINES 18" BELOW GRADE. J AS APPROVED PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED PLACE BELOW ALL K, L PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. AS APPROVED IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) J, K, L, M 3M DBR/Y6 DIRECT BURIAL WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS. M NETAFIM TLCV6 -12, TECHLINE "CV" SERIES 17mm DRIPERLINE TUBING WITH .60 GPH PRESSURE .60 GPH 30 N/A N,O,P COMPENSATING INLINE EMITTERS 12" ON CENTER. INSTALL TUBING ROWS A MAXIMUM OF 16" APART IN SHRUB AREAS. ALL TUBING SHALL BE INSTALLED 2" BELOW FINISHED GRADE WITH 9" WIRE STAKES, FIVE (5) FEET ON CENTER. VERIFY THE LAYOUT AND SPACING IN THE FIELD PRIOR TO COMMENCING WORK. NETAFIM ALL CONNECTIONS BETWEEN 17mm DRIP TUBING SHALL BE MADE USING TECHLINE 17mm SERIES FITTINGS. Q NETAFIM TL050MFV -1, TECHLINE AUTOMATIC FLUSH VALVE. LOCATE AT END /MIDDLE OF DRIPZONE PCV FLUSH MANIFOLD LINE. INSTALL R MODEL: FLUSH VALVE INSIDE A SEPARATE 6" ROUND VALVE BOX. INSTALL MINIMUM ONE AT END OF TUBING RUNS IN EACH DIRECTION. SHEET TITLE: PRELIMINARY INSTALL 18" FROM PAVING. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. IRRIGATION LEGEND NETAFIM TLAVRV, AIR/VACUUM RELIEF VALVE. INSTALL AIR RELIEF ASSEMBLY INSIDE A 6" ROUND VALVE BOX AT THE HIGH POINT OF S EACH PLANTER. USING AIR RELIEF LATERAL, CONNECT AIR RELIEF VALVE TO ALL DRIPLINE LATERALS WITHIN THE ELEVATED AREA WITH DRIPLINE INSERT FITTINGS. MULTIPLE ARV'S SHALL BE REQUIRED PER RCV WITHIN UNDULATING AREAS. VERIFY QUANTITY OF ARV'S PRIOR TO STARTING WORK. INSTALL VALVE BOX MINIMUM 18" FROM PAVING AND AT HIGH POINTS OF PLANTER AREA. INSTALL ALL AIR VACUUM RELIEF EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. TORO T- DL -MP9, DRIPLINE POP -UP OPERATIONAL INDICATOR. INSTALL ONE INDICATOR PER DRIP VALVE ZONE. T PLACE IN SHRUB AREAS ONLY 18" FROM PAVING. INSTALL PER MANUFACTURER'S SPECIFICATIONS. RAIN BIRD SXB- 360 -1032 SERIES, FULL - CIRCLE, XERI- BUBBLER WITH THREADED INLET. ONE 13 GPH (26 GPH) 30 12" U EACH OF THE FOLLOWING PER XERI- BUBBLER: (PFR -RS POLYFLEX RISER AND STAKE ASSEMBLY, XBF3TEE 1/4" BARB TRANSFER TEE, (5) FIVE FT. XQ 1/4" DISTRIBUTION TUBING). EACH SYMBOL REPRESENTS (2) TWO XERI- BUBBLERS PER TREE. RAIN BIRD SXB- 360 -1032 SERIES, FULL - CIRCLE, XERI- BUBBLER WITH THREADED INLET. ONE 13 GPH 30 12" V EACH OF THE FOLLOWING PER XERI- BUBBLER: (PFR -RS POLYFLEX RISER AND STAKE ASSEMBLY, XBF3TEE 1/4" BARB TRANSFER ELL, (5) FIVE FT. XQ 1/4" DISTRIBUTION TUBING). EACH SYMBOL REPRESENTS (1) ONE XERI- BUBBLER PER VINE. IRRIGATION NOTE CALLOUT 6IRRIGATION CONSTRUCTION CALLOUT NUMBER. F - P.O.C. AND CONTROLLER Fil CALLOUT NUMBER. IRRIGATION VALVE CALLOUT CONTROLLER II VALVE NUMBER 2 10 - G.P.M. 1" 1000' - APPROXIMATE LINEAR FOOTAGE OF DRIP TUBING 49 APP. - APPLICATION RATE 30 PSI. - P.S.I. VALVE SIZE I i ML IM tn IY W x z W � U U y ON1 !�I z V M W _J o �1 Q O LLj (Y � � z W z ARCHITECT / ENGINEER OF RECORD Gensler 4675 MacArthur Court Suite 350 Newport Beach CA 92660 Tel: 949.863.9434 Fax: 949.553.1676 ©2011 Gensler SEAL ��5 ' • R/ uc. ,secs O � s MUM 0/08112 Data s�q 05/31/13 xp Date . Dat e OF C At �F� R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive 92 Suite 200 Irvine, CA 92618 Tel 949 387 1323 www.ridgela.com ISSUE DATE DESCRIPTION PROJECT INFORMATION BLOCK JOB NUMBER: 07.6 15.177 DRAWN BY: LAIRS CHECKED BY: JR SCALE: As indicated REF. NORTH: MODEL: 12.1- LG- WD- R- PF- 2ATM -PCP1 SHEET TITLE: PRELIMINARY LANDSCAPE IRRIGATION LEGEND SHEET NUMBER: LlI LU LU m H U) a (.) W LL Z O LL. u W Z W W z SHRUBS AND GROUND CO ERS WITHIN THE "LIMITED USE AREM CREATED BY THE LINE OF SIGHT SHALL BE MAINTAINED TO GROVY NO HIGHER THAN 24" HEIGHT. � I I �I l I III I I II I� I � I 01i f NOF V A A . .� g.-" F� r—' I cot LI O Lul ZI-i WWWW� r rrir�� rri r'Ir r /r rrr r� r /rrr, /r/ J // rr /r r /r /r / /rrr /r �r rrr ki rrrrlr /r / I - (R) —I STOP , 0 z° H U) C I I C" ri I e e 0 0 W .. 1 / -- I I I i_ _ / e e / / / l� e O e I / •' ° Ri o °opo 0 0op %0, / ° poop ° /_.... °opo0 PROPOSED CHASE ° a ° °° BANK BUILDING Z� ° 6 e o / 0 00 ❑ �a I / 11 11 P • / / ° 0 WESTCLIFF DRIVE EXISTING PROPOSED R R PLANTING LEGEND SYMBOL BOTANICAL/ COMMON NAME TREES: FICUS RUBIGINOSA / RUSTY LEAF FIG MINIMUM SIZE COMMENTS DESCRIPTION 24 " BOX 9'H X 4'W X 1 -1/2" CAL. EVERGREEN STD. SHADE TREE # LOPHOSTEMON CONFERTUS / 24" BOX BRISBANE BOX STD. SHRUBS, VINES & GROUNDCOVERS: -T -- I 18" CONCRETE — — — — T — — - e e e a p BLUE FOX TAIL AGAVE . . . . . . 4.W 00 5 GAL. Imo, CORAL ALOE LOW p QV BOUGAINVILLEA'00- LA -LA' / 5 GAL. — — MAINTENANCE DWARF BOUGAINVILLEA SUCCULENT - - -- - -- - - -- --LINE OF SIGHT - - - CARISSA M. 'GREEN CARPET'/ 5 GAL. "" V O� O ~ a� DWARF NATAL PLUM -- - - - - - -- I\ DISTICTIS BUCCINATORIA / 5 GAL. f BLOOD -RED TRUMPET VINE BAND B,C,D LUCIAE / KADDLE 1 GAL. (0.1 -0.3) Fax: 949.553.1676 \ �-- -- —— — . -- — - - - — -- — - -- - -- — — — — — — — — — — — — – SHRUBS ND GRO ND COVERS _CONCgFTEpAVFR� _ _ — — SHRUBS AND GROUND COVERS J WITHIN T E "LIMITED USE AREA" TO MATCH EXISTING CARPET ROSEMARY WITHIN THE "LIMITED USE AREA" CREATE BY THE LINE OF SIGHT SHOPPING CENTER FLATS CREATED BY THE LINE OF SIGHT SHALL B MAINTAINED TO GROW (0.1 -0.3) SHALL BE MAINTAINED TO GROW NO HIGH R THAN 24" HEIGHT. BIRD OF PARADISE B,C,D NO HIGHER THAN 24" HEIGHT. HEDGE (0.4 -0.6) PLANT 3' O.C. EVERGREEN 145 MOD. B,C,D MEDIUM SHRUB (0.4 -0.6) PLANT 18" O.C. FLOWERING PER LOW B,C,D GROUNDCOVER PLAN (0.1 -0.3) PLANT 12" O.C. SUCCULENT PER LOW B,C,D GROUNDCOVER PLAN (0.1 -0.3) PLANT 3' O.C. FLOWERING 38 MOD. B,C,D PROJECT INFORMATION BLOCK ACCENT JOB NUMBER: (0.4 -0.6) DRAWN BY: LAIRS CHECKED BY: JR SCALE: As indicated REF. NORTH: L MODEL: 12.1- LG- WD- R- PF- 2ATM -PCP1 SHEET TITLE: PRELIMINARY LANDSCAPE PLAN SHEET NUMBER: I S // // r/ /rr r/ //r /r/ W o 0 0 0 o e a o o e e e LINE OF SIGH WESTCLIFF DRIVE EXISTING PROPOSED R R PLANTING LEGEND SYMBOL BOTANICAL/ COMMON NAME TREES: FICUS RUBIGINOSA / RUSTY LEAF FIG MINIMUM SIZE COMMENTS DESCRIPTION 24 " BOX 9'H X 4'W X 1 -1/2" CAL. EVERGREEN STD. SHADE TREE # LOPHOSTEMON CONFERTUS / 24" BOX BRISBANE BOX STD. SHRUBS, VINES & GROUNDCOVERS: -T -- I AGAVE ATTENUATA'NOVA' / — — — — T — — - e e e a p BLUE FOX TAIL AGAVE . . . . . . 4.W 00 5 GAL. Imo, CORAL ALOE LOW p QV BOUGAINVILLEA'00- LA -LA' / 5 GAL. — — 0 5 DWARF BOUGAINVILLEA SUCCULENT - - -- - -- - - -- --LINE OF SIGHT - - - CARISSA M. 'GREEN CARPET'/ 5 GAL. "" V O� O ~ a� DWARF NATAL PLUM -- - - - - - -- I\ DISTICTIS BUCCINATORIA / 5 GAL. ode BLOOD -RED TRUMPET VINE LOW B,C,D LUCIAE / KADDLE 1 GAL. (0.1 -0.3) Fax: 949.553.1676 \ �-- -- —— — — -- — - - - — -- — - -- - -- — — — — — — — — — — — — – SHRUBS ND GRO ND COVERS _CONCgFTEpAVFR� _ _ — — SHRUBS AND GROUND COVERS J WITHIN T E "LIMITED USE AREA" TO MATCH EXISTING CARPET ROSEMARY WITHIN THE "LIMITED USE AREA" CREATE BY THE LINE OF SIGHT SHOPPING CENTER FLATS CREATED BY THE LINE OF SIGHT SHALL B MAINTAINED TO GROW (0.1 -0.3) SHALL BE MAINTAINED TO GROW NO HIGH R THAN 24" HEIGHT. BIRD OF PARADISE B,C,D NO HIGHER THAN 24" HEIGHT. WESTCLIFF DRIVE EXISTING PROPOSED R R PLANTING LEGEND SYMBOL BOTANICAL/ COMMON NAME TREES: FICUS RUBIGINOSA / RUSTY LEAF FIG MINIMUM SIZE COMMENTS DESCRIPTION 24 " BOX 9'H X 4'W X 1 -1/2" CAL. EVERGREEN STD. SHADE TREE # LOPHOSTEMON CONFERTUS / 24" BOX BRISBANE BOX STD. SHRUBS, VINES & GROUNDCOVERS: EVERGREEN 5 AGAVE ATTENUATA'NOVA' / 5 GAL. O BLUE FOX TAIL AGAVE O ALOE STRIATA / 5 GAL. SUCCULENT CORAL ALOE LOW //r rrr rrr /r BOUGAINVILLEA'00- LA -LA' / 5 GAL. (0.1 -0.3) DWARF BOUGAINVILLEA SUCCULENT O CARISSA M. 'GREEN CARPET'/ 5 GAL. "" V O� O ~ a� DWARF NATAL PLUM Z - DISTICTIS BUCCINATORIA / 5 GAL. FLOWERING BLOOD -RED TRUMPET VINE LOW B,C,D LUCIAE / KADDLE 1 GAL. (0.1 -0.3) Fax: 949.553.1676 PLANT PADDLE PLANT EVERGREEN 102 LIGUSTRUM J. 'TEXANUM' / 5 GAL, O TEXAS PRIVET LLAINDSCAPE ARCHITECTS O RHAPHIOLEPIS INDICA'CLARA' / 5 GAL FLOWERING INDIAN HAWTHORN MOD. E ROSMARINUS'HUNTINGTONCARPET'/ FLATS (0.4 -0.6) CARPET ROSEMARY PLANT 30" O.C. SUCCULENT 28 SENECIO / FLATS ACCENT BLUE BLUE CHALK STICKS CHALK STICKS (0.1 -0.3) STRELITZIA REGINAE / 5 GAL. 70 BIRD OF PARADISE B,C,D EXISTING TREE LEGEND SYMBOL BOTANICAL / COMMON NAME 17' -0" PARKING STALL PARKING SECTION @ NORTH P.L. SCALE: 1/2" = V -0" 5' -0" PLANTER W/ 3' HT. PRIVET HEDGE FICUS RUBIGINOSA / RUSTY LEAF FIG PODOCARPUS GRACILIOR / FERN PINE TREE SYMBOLS WITH THE LETTER (R) NEXT TO THEM ARE TO BE REMOVED. Pi�lRKi7� � 4 MOD. (0.4 -0.6) 0 10'H X 3'W X 1 -1/4" CAL. EVERGREEN 5 MOD. A SHADE TREE (0.4 -0.6) PLANT 30" O.C. SUCCULENT 12 LOW B,C,D ACCENT (0.1 -0.3) PLANT 2' O.C. SUCCULENT 9 LOW B,C,D "" V O� O ~ a� ACCENT Z (0.1 -0.3) PLANT 3' O.C. FLOWERING 49 LOW B,C,D SHRUB MASS Tel: 949.863.9434 (0.1 -0.3) Fax: 949.553.1676 PLANT 3' O.C. EVERGREEN 102 MOD. B,C,D MEDIUM SHRUB LLAINDSCAPE ARCHITECTS (0.4 -0.6) PLANT PER PLAN FLOWERING 3 MOD. E STAKED VINE (0.4 -0.6) PLANT 30" O.C. SUCCULENT 28 LOW B,C,D ACCENT (0.1 -0.3) PLANT 30" O.C. EVERGREEN 70 MOD. B,C,D HEDGE (0.4 -0.6) PLANT 3' O.C. EVERGREEN 145 MOD. B,C,D MEDIUM SHRUB (0.4 -0.6) PLANT 18" O.C. FLOWERING PER LOW B,C,D GROUNDCOVER PLAN (0.1 -0.3) PLANT 12" O.C. SUCCULENT PER LOW B,C,D GROUNDCOVER PLAN (0.1 -0.3) PLANT 3' O.C. FLOWERING 38 MOD. B,C,D PROJECT INFORMATION BLOCK ACCENT JOB NUMBER: (0.4 -0.6) DRAWN BY: NEWPORT BEACH PUBLIC WORKS NOTES: AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT -OF -WAY. IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE ARE DAMAGED BY THE PRIVATE WORK, NEW CONCRETE SIDEWALK, CURB AND GUTTER, ALLEY /STREET PAVEMENT AND OTHER PUBLIC IMPROVEMENTS WILL BE REQUIRED BY THE CITY AT THE TIME OF PRIVATE CONSTRUCTION COMPLETION. SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. ALL PRIVATE IRRIGATION SPRINKLER HEADS SHALL BE INSTALLED AND POSITIONED IN A MANNER THAT WILL NOT CAUSE IRRIGATION OVERSPRAY ONTO THE PUBLIC RIGHT-OF-WAY. GROWTH HEIGHT CHARACTERISTICS OF PLANT MATERIALS IS SHOWN IN THE PLANT LEGEND. THE LANDSCAPE PLANT MATERIAL WITHIN THE LIMITED USE AREA SHALL BE LESS THAN 24 INCHES IN HEIGHT. ANY PROPOSED TREES SHALL BE OUTSIDE THE LIMITED USE AREA. SIGHT LINE REQUIREMENTS: SIGHT LINES PER PLANNING STANDARD STD - 110 -L- LIMITED USE IS LABELED AND SHALL BE CLEAR OF OBSTRUCTIONS IN ORDER TO MAINTAIN ADEQUATE SIGHT DISTANCES AT INTERSECTIONS. LANDSCAPE LIMITED WITHIN LIMITED USE AREA PER CITY STANDARDS. PER STD 110 -L IRVINE AVE: S=450' WESTCLIFF DR: S = 350' CITY OF NEWPORT BEACH LANDSCAPE TABULATIONS PARKING LOT TREES REQUIRED: (1) TREE FOR EVERY (5) PARKING SPACES (26) PARKING SPACES = 6 TREES REQUIRED PARKING LOT TREES PROVIDED = 6 0 5 10 20 30 iML Imp Ul Ld x z W � 0 O N Q m W J � LLJ "" V O� O ~ a� � � Ld Z Z ARCHITECT/ ENGINEER OF RECORD Gensler 4675 MacArthur Court Suite 350 Newport Beach CA 92660 Tel: 949.863.9434 Fax: 949.553.1676 02011 Gensler SEAL �Q�S��F uc. #2809 Oa s afore 05/08112 (Date) s�q 05/31/13 �P �, Exp. Date LLAINDSCAPE ARCHITECTS 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 387 1323 www.ridgela.com ISSUE DATE DESCRIPTION PROJECT INFORMATION BLOCK JOB NUMBER: 07.6215.177 DRAWN BY: LAIRS CHECKED BY: JR SCALE: As indicated REF. NORTH: L MODEL: 12.1- LG- WD- R- PF- 2ATM -PCP1 SHEET TITLE: PRELIMINARY LANDSCAPE PLAN SHEET NUMBER: L2.1 r d d # I SHEET NOTES A. ALL PARTITIONS TO BE TYPE "WJ" UNLESS OTHERWISE NOTED. REFER TO SHEET A6.00 FOR PARTITION DETAILS. B. ALL INTERIOR METAL STUDS MUST BE LISTED BY AN APPROVED TESTING AND LISTING AGENCY (ICC /ICBO EX) AND THEY MUST BE INSTALLED PER THE LISTING AND MANUFACTURERS INSTALLATION INSTRUCTIONS. C. PROVIDE BLOCKING AND BACKING AS DEFINED IN SPECIFICATIONS AT 2' -0" AFF AND 8' -0" AFF IN INTERIOR W W yI � W z PARTITIONS FOR ALL CASEWORK, EQUIPMENT AND ARCHITECT/ ENGINEER OF RECORD ACCESSORIES. COORDINATE WITH FIXTURE SHOP DRAWINGS. D. ALL PARTITIONS SHALL BE PAINTED, PT -1 AND RECEIVE BASE Court WB -1 UNLESS NOTED OTHERWISE. E. PROVIDE WATER RESISTANT GYP BD AT ALL WET LOCATIONS. F. ALL HINGE SIDE OF ALL DOORS TO BE LOCATED 4" FROM Tel: 949.863.9434 ADJACENT PERPENDICULAR WALL, U.O.N. G. PER SECTION 11228.2 OF THE CBC: SEATING SPACES AT COUNTERS SHALL HAVE A CLEAR FLOOR SPACE OF 30 "X48" FOR PEOPLE IN WHEELCHAIRS. CLEAR SPACE SHALL NOT © 2011 Gensler OVERLAP KNEE SPACE BY MORE THAN 19" DENOTED WIDTH. H. FOR ADDITIONAL GENERAL NOTES, LEGENDS, AND SCHEDULES, REFER TO A0.00 THROUGH A0.60. I. ALL STOREFRONT WINDOW SYSTEMS ARE EXISTING TO DATE REMAIN. PRESERVE DURING CONSTRUCTION. FLOOR PLAN SCALE 1 U4" = 1 ' -0 a ,IMF tn MCI W W yI � W z �z eV O 3 a� Z ARCHITECT/ ENGINEER OF RECORD Gensler 4675 MacArthur Court Suite 350 Newport Beach CA 92660 Tel: 949.863.9434 Fax: 949.553.1676 © 2011 Gensler SEAL ISSUE DATE DESCRIPTION 05111112 MUP RESUBMITTAL PROJECT INFORMATION BLOCK JOB NUMBER: 07.6215.177 DRAWN BY: CR CHECKED BY: NB SCALE: 114" = 1' -T REF. NORTH: MODEL: 12.1- LG- WD- R- PF -2ATM -PCP1 SHEET TITLE: CONSTRUCTION PLAN SHEET NUMBER: A1.11 ROOF PLANI SCALE 1 i M6, Imp Ln MCI W W 1�z N yI o as W � Z ARCHITECT/ ENGINEER OF RECORD Gensler 4675 MacArthur Court Suite 350 Newport Beach CA 92660 Tel: 949.863.9434 Fax: 949.553.1676 © 2011 Gensler SEAL ISSUE DATE DESCRIPTION 05111/12 MUP RESUBMITTAL PROJECT INFORMATION BLOCK JOB NUMBER: 07.6215.177 DRAWN BY: Author CHECKED BY: KA SCALE: 1/4" = 1' -0" REF. NORTH: MODEL: 12.1- LG- WD- R- PF -2ATM -PCP] SHEET TITLE: ROOF PLAN SHEET NUMBER: A1.50 SOUTH ELEVATION SCALE: 1/4 " =1 %0" EE 01 OT.O.T�OWER ` +r 25'-0" (116. T.O.SCREEI` +21' -3" (112.; OB.O�.CHAN_NE `r +10' -0" (101. T.O.SLAB +0'-0" (91.15' FINISH GRAI -- 0' -0.2" (91.1 KEY NOTES 1O 1"x6" IPE WOOD ATTACHED TO 2 "x4" SLEEPER WITH STAINLESS STEEL SCREWS. MOCKUP TO DETERMINE IF COUNTER- SINKING AND PLUGGING ARE REQUIRED. O2 ARCADIA, CLEAR ALUMINUM FACED FASCIAS, WALL CORNICES AND COLUMNS O3 EL DORADO STONE, MOUNTAIN LEDGE DURANGO -DRY STACK ® ARCADIA, CLEAR ALUMINUM CENTER GLAZED O DECORATIVE LIGHT FIXTURES © PAINTED LIGHT SAND FLOAT FINISH PLASTER WALLS O ACME BRICK APPLIED THIN BRICK VENEER, RED SCREE SUNSET, GREY GROUT RUNNING BOND (112.55') ® EXTERIOR THRUMALL ATM'S, FOR ATM APPROACH CLEARANCES REFER TO DT 4/A0020 3EYOND) (111.15') O EXTERIOR THRU -WALL PACKAGE RECEIVER 10 PAINTED LIGHT SAND FLOAT FINISH PLASTER WALLS SLAB 0" (91.15') GRADE " (91.13) qv EAST ELEVATION 2 SCALE: 1/4 " =1 %0" EE 01 15 CAST -IN -PLACE CONCRETE PLINTH 16 12" x 12" PAINTED METAL COLUMN 17 FRAZEE, CL 2894D "ROADSIDE" SHEET NOTES A. SIGNAGE UNDER SEPARATE PERMIT 1 111111116, NEF WITH 112" FRY REGLET CLEAR ALUMINUM REVEALS 11 ARCADIA, CLEAR ALUMINUM CLAD PROJECTING CANOPIES 12 SPANDREL GLAZING "FROSTED GLASS" IN ANODIZED BEHIND) (101.65') H z LLI Z z � •� o W � z 3 ALUMINUM STOREFRONT HANNEL 13 "GREEN SCREEN" METAL MESH SCREEN WALL (101.15') 14 PAINTED METAL CHANNEL SLAB 0" (91.15') GRADE " (91.13) qv EAST ELEVATION 2 SCALE: 1/4 " =1 %0" EE 01 15 CAST -IN -PLACE CONCRETE PLINTH 16 12" x 12" PAINTED METAL COLUMN 17 FRAZEE, CL 2894D "ROADSIDE" SHEET NOTES A. SIGNAGE UNDER SEPARATE PERMIT 1 111111116, NEF Ul H z LLI Z z � •� o W � z 3 W Z ARCHITECT/ ENGINEER OF RECORD Gensler 4675 MacArthur Court Suite 350 Newport Beach CA 92660 Tel: 949.863.9434 Fax: 949.553.1676 0 2011 Gensler SEAL ISSUE DATE DESCRIPTION 05/11/12 MUP RESUBMITTAL PROJECT INFORMATION BLOCK JOB NUMBER: 07.6215.177 DRAWN BY: JP CHECKED BY: KA SCALE: )/4" = 1' - 0" REF. NORTH: MODEL: SHEET TITLE: EXTERIOR ELEVATIONS SHEET NUMBER: A3.10 _,jhT.O.TOWER BEYONDI V +24' -0' 115.15 T.O.PARAPET T.O.WINDOW 1 B.O.AWt +10'-0"(101.15') +T.O.SLAB 0' -0" (91.15') FINISH GRADE,, 0' -6.1" (90.644') O SOUTH ELEVATION ® 11 15 O 14 20 ® 16 20 @ 17 KEY NOTES 1O VA" IPE WOOD ATTACHED TO 2 "x4" SLEEPER WITH STAINLESS STEEL SCREWS. MOCKUP TO DETERMINE IF COUNTER- SINKING AND PLUGGING ARE REQUIRED. O2 ARCADIA, CLEAR ALUMINUM FACED FASCIAS, WALL CORNICES AND COLUMNS O ELDORADO STONE, MOUNTAIN LEDGE DURANGO -DRY STACK ® ARCADIA, CLEAR ALUMINUM CENTER GLAZED O DECORATIVE LIGHT FIXTURES © PAINTED LIGHT SAND FLOAT FINISH PLASTER WALLS O7 ACME BRICK APPLIED THIN BRICK VENEER, RED T.O.SCREEN SUNSET, GREY GROUT RUNNING BOND 1' -3" (112.55') ® EXTERIOR THRU -WALL ATM-S, FOR ATM APPROACH CLEARANCES REFER TO DT 41A00.20 BEYOND) EXTERIOR THRU -WALL PACKAGE RECEIVER 10 PAINTED LIGHT SAND FLOAT FINISH PLASTER WALLS WITH 112" FRY REGLET CLEAR ALUMINUM REVEALS 11 ARCADIA, CLEAR ALUMINUM CLAD PROJECTING CANOPIES 12 SPANDREL GLAZING "FROSTED GLASS" IN ANODIZED FIT (BEHIND) ALUMINUM STOREFRONT 0' -6" (101.65') .0,CHANNEL-0, 13 "GREEN SCREEN" METAL MESH SCREEN WALL 14 PAINTED METAL CHANNEL 15 CAST -IN -PLACE CONCRETE PLINTH 16 12" x 12" PAINTED METAL COLUMN 17 FRAZEE, CL 2894D "ROADSIDE" T.O. SLAB +0' -0" (91.15') IIS_H GRADE - 0'42" (91.13') SCALE: 114 " =1' -0" EE 01 OT.O�TOWER (BEYOND) `r +25 -0" (116.15) T.O.SCRE_EN_ +21-3'' (112.55') B.O.CHANNEL +10' -0" (101.15') �T.O.SLAB FINISH GRADE '-F 4 -0.2" (91.13') EAST ELEVATION SCALE: 114 " =1' -0" EE 01 0 T.O.TOWER (BEYOND) ?& 99 @@ -0'43" (91.12') Y KA SHEET NOTES A. SIGNAGE UNDER SEPARATE PERMIT H Z x v d 4U �y Z W z 3 LLI� Z ARCHITECT I ENGINEER OF RECORD Gensler 4675 MacArthur Court Suite 350 Newport Beach CA 92660 Tel: 949.863.9434 Fax: 949.553.1676 0 2011 Gensler SEAL ISSUE DATE DESCRIPTION 05111112 MUP RESUBMITTAL PROJECT INFORMATION BLOCK JOB NUMBER: 07.6215.177 DRAWN BY: JP CHECKED BY: KA SCALE: %" =1' - 0" REF. NORTH: MODEL: SHEET TITLE: EXTERIOR ELEVATIONS SHEET NUMBER: A110 ruvwn o"ur 0' -03" (91.12') 13 10 17 (3@ 9@ TOWER (115.15') 'ARAPET� (111.15') AULLION (106.65') CANOPY (102.15') i.SLAB ruvian GRADE 0' 3.1" NORTH ELEVATION 1 SCALE: 114 " =1' -0" EE 02 T.O.TOWER +24' -0" (115.15') T.O.PARAPET +20' -0" (111.15) T.O.MULLION +15' -6" (106.65') B.O.CHANNEL +11'-0"(102.15') j1hT.O.SLAB l' +0' -0 "(91.15,\ FINISH GRADE i 4-3.1"(90.89') WEST ELEVATION SCALE: 114 " =1' -0" EE 02 O 0 C ® 11 T.O.TOWER (BEYOND) +25' -0" (116.15') T.O.PARAPET� +20'-0"(111.15') T.O.ENTRY CANOPY (BEYOND) +11' -0" (102.15') 0" (9 A � +0' -0" (91.15'} FINISH GRADE_ -0' -6.1 "(90.64') 2 KEY NOTES 1O 1 "x6" IPE WOOD ATTACHED TO 2 "x4" SLEEPER WITH STAINLESS STEEL SCREWS. MOCKUP TO DETERMINE IF COUNTER- SINKING AND PLUGGING ARE REQUIRED. O2 ARCADIA, CLEAR ALUMINUM FACED FASCIAS, WALL CORNICES AND COLUMNS O ELDORADO STONE, MOUNTAIN LEDGE DURANGO -DRY STACK ® ARCADIA, CLEAR ALUMINUM CENTER GLAZED O DECORATIVE LIGHT FIXTURES © PAINTED LIGHT SAND FLOAT FINISH PLASTER WALLS O7 ACME BRICK APPLIED THIN BRICK VENEER, RED SUNSET, GREY GROUT RUNNING BOND ® EXTERIOR THRU-WALL ATM'S, FOR ATM APPROACH CLEARANCES REFER TO DT 41A0020 EXTERIOR THRU -WALL PACKAGE RECEIVER 10 PAINTED LIGHT SAND FLOAT FINISH PLASTER WALLS WITH 112" FRY REGLET CLEAR ALUMINUM REVEALS 11 ARCADIA, CLEAR ALUMINUM CLAD PROJECTING CANOPIES 12 SPANDREL GLAZING "FROSTED GLASS" IN ANODIZED ALUMINUM STOREFRONT 13 "GREEN SCREEN" METAL MESH SCREEN WALL 14 PAINTED METAL CHANNEL 15 CAST -IN -PLACE CONCRETE PLINTH 16 12" x 12" PAINTED METAL COLUMN 17 FRAZEE, CL 2894D "ROADSIDE" SHEET NOTES A. SIGNAGE UNDER SEPARATE PERMIT H Z x v d �y Z L W � � z 3 W Z ARCHITECT I ENGINEER OF RECORD Gensler 4675 MacArthur Court Suite 350 Newport Beach CA 92660 Tel: 949.863.9434 Fax: 949.553.1676 0 2011 Gensler SEAL ISSUE DATE DESCRIPTION 05/11/12 MUP RESUBMITTAL PROJECT INFORMATION BLOCK JOB NUMBER: 07.6215.177 DRAWN BY: JP CHECKED BY: KA SCALE: %" = V- 0" REF. NORTH: MODEL: SHEET TITLE: EXTERIOR ELEVATIONS SHEET NUMBER: AM 1 12' -10" m .a m 17' -0" o 2' -5" 2'- 3112" 1' -0" 8'- 8112" 1' -0" 1' -7" 'Y COLUMN 9'- 8112" CIC OF COLUMNS CONCRETE PAD 5112" O r O O CANOPY COLUMN 0 1 _ w O rUJI ~ I N M 07 N 8" o - 0 1 1 UKI -U F 16" BOLLARD CONCRETE CURB ATM U N 154" HEIGHT (TYP.) 1 1 � 1 M 61-511 -7 1 1 IATM ACCESS FROM FRONT 1 FOR MAINTENENCE 1 1 -4 8'-4 112 1 1 I I LINE OF CANOPY ABOVE o I 1 1 I I 1 DIRECTION 1 1 TRAVEL 1 I I 1 I 1 1 I 1 I 1 I 1 23' -0" CANOPY ELEVATIONS SCALE 1/2" = 1' -0' ENLARGED PLAN SCALE 2 I SHEET NUMBER: A3.30 Ln W Z 0 LLI � � N A z �v m � � ~a F°o � � 3 z W Z ARCHITECT/ ENGINEER OF RECORD Gensler 4675 MacArthur Court Suite 350 Newport Beach CA 92660 Tel: 949.863.9434 Fax: 949.553.1676 © 2011 Gensler SEAL ISSUE DATE DESCRIPTION 05/11/12 MUP RESUBMITTAL PROJECT INFORMATION BLOCK JOB NUMBER: 07.6215.177 DRAWN BY: Author CHECKED BY: Checker SCALE: 1/2" =1' -0" REF. NORTH: MODEL: 12.1- LG- W11)- R- PF- 2ATM -PCPI SHEET TITLE: CANOPY ELEVATIONS SHEET NUMBER: A3.30 CHASE BLUE METALLIC MATTHEWS PAINT 59353 CHASE DARK NICKEL MATTHEWS PAINT 18248 INTENSE BLUE 3M 3632 -127 s r 1'- 71/2" I� I 71/2" ipzr# l 2'-5" T -31/2" 1' 4" 8' -81/2" 1' -0" V -7" NOPY COLUMN 9'- 81/2" C/C OF COLUMNS (V � CV -- - - - - -- 0 p I _ I N I ° 0 I I I JJ1 W c�J J A Mal CONCRETE PAD CANOPY COLUMN I I I I - P 16" BOLLARD ATM UNIT ONCRETE CURB i 154" HEIGHT (TYP.) I I � I I � 1 I ATM ACCESS FROM FRONT 1'11" 1 8'111/2" 1 " IFOR MAINTENENCE 1 I LINE OF CANOPY ABOVE 4 I I I I I DIRECTION I — I TRAVEL I I I I I I I I - -- j 23' -0" CANOPY ELEVATIONS ,s?A; -0., 1 ENLARGED PLAN ,��A; -0„ 2 iEbL IMF W W � � N z � m � � J ~ � a'aF °g � W ~ W Z Z ARCHITECT / ENGINEER OF RECORD Gensler 4675 MacArthur Court Suite 350 Newport Beach CA 92660 Tel: 949.863.9434 Fax: 949.553.1676 o sou osndw SEAL ISSUE DATE DESCRIPTION 05/11/12 MUP RESUBMITTAL PROJECT INFORMATION BLOCK JOB NUMBER. 07.6215.177 DRAWN BY Author CHECKED BY Checker SCALE: 1/2" =1' -0" REF. NORTH: MODEL: 12.1 -L G- "- R- PF- 2ATM -PCPI SHEET TITLE. CANOPY ELEVATIONS SHEET NUMBER. A3.3O Attachment No. ZA 6 Comprehensive Sign Program Plans Tmplt:01 -05 -12 Frontage Designations: A. Facing East — Parking Lot D. Facing South — Westcliff Drive SIGN PROGRAM MATRIX C. Facing North — Parking Lot B. Facing West — Irvine Avenue TYPE OF SIGN ZONING CODE STANDARDS Wall Sign — primary frontage Number: One sign per primary frontage Number: One Sign N -2 Area : 1.5x primary frontage (75 sf max) Sign N -2 (Frontage A) Letter /Logo Height: 36" max Area: 57.6 sf Illumination: allowed Letter Height: 28" Logo Height: 36" Illumination: yes Wall Sign — secondary footage Number: One sign per secondary frontage Number: Two Signs N -I and N -3 Area: 50% of primary frontage area max Sign: (Frontage B) Letter /Logo Height: 36" max Area: 36.9 Illumination: allowed Height: : 24" Letter Heghtht Logo Height: 32" Illumination: yes Sign N -3 (Frontage C) Area: 36.9 sf Letter Height: 24" Logo Height: 32" Illumination: yes ATM Surrounds None Number: Two located at bank Signs N -5 and N -6 entrance (Frontage A) Area: 2.3 sf Height: N/A Letter Height: 6" Illumination: yes Vehicle Oriented Directional Number: One per vehicle entry Number: Three (double- sided) Sign Area: 3 sf max Area: 4.9 sf Signs N -7 thru N -9 Height: 4 if max Sign Height:3' -3" Letter /Logo Height: 36" max Letter Height: 3" Illumination: not allowed Illumination: no ATM Canopy None Number: Two (one for each Signs N -10 and N -11 drive -up) Area: 5.4 sf Height: N/A Letter Height: 10" Illumination: yes Drive -Thru ATM Topper None Number: Two (one for each Cabinet drive -up ATM, double -sided Signs N -12 and N -13 and w/logo on each end) Area: 4.3 sf Height: N/A Illumination: yes Drive -Thru Clearance Bar None Number: Two (one for each Signs N -14 and N -15 drive -up ATM) Area: 2.1 sf Height: 9' -0" Letter Height: 3" Illumination: no PA2012 -035 SIGN PROGRAM MATRIX TYPE OF SIGN ZONING CODE STANDARDS Vehicle Oriented Directional Number: One per vehicle entry Number: One per vehicle exit Sign Area: 3 sf max (Located at the exit of each (Do Not Enter Sign) Height: 4 If max ATM drive -thm aisle) Signs N -16 and N -17 Letter /Logo Height: 36" max Area: 1.5 sf Illumination: not allowed Sign Height: 7' -0" NOTE: Vehicle Oriented Directional Signs Illumination: no are exempt signage under the City sign regulations Public Service Signs Number: One per vehicle entry Number: One per ADA parking (ADA Sign) Area: 3 sf max space (Located in front of the Signs N -18 and N -19 Height: 4 If max main entry — Frontage A) Letter /Logo Height: 36" max N -18 (van accessible) Illumination: not allowed Area: 2.5 NOTE: The ADA Signs are exempt public Sign Height: 4' -2" service signs Illumination: no N -19 Area: 2.0 sf Sign Height: 8' -8" Illumination: no Address Sign Number: One (Located to face Sign N -20 Irvine Avenue — Frontage 13) Area: 1.4 sf Letter Height: 8" Illumination: yes Window Sign Number: None Area: 20% of total window area maximum (primary or secondary frontage) Location: Ground or second story (primary or secondary frontage) Method of Attachment: Permanently painted or mounted on inside of window Note: Signs within 5 feet of storefront window count as window signs in determining total area and number. COMPLIANCE REQUIRED • Exempt signs shall comply with the standards prescribed in the Zoning Code. • Temporary Banner Signs shall comply with Chapter 20.42 of the Zoning Code. • All signs shall substantially conform to the stamped and dated approved set of plans. • Signs shall also comply with the provisions of Section 20.42.080 of the Newport Beach Municipal Code, Standards for Specific Types of Permanent Signs, unless otherwise indicated by table matrix and/or in the finding and conditions in the associated resolution of approval. • Pursuant to Section 20.42.1201 of the Zoning Code, the Planning Director may approve minor revisions to the Sign Program if the intent of the original approval is not affected. PA2012 -035 N' F>e Marinas Parts ! 6S! Maritters or 11'nxky Park oS! 'rha y �41- 1- A Dods b/ J�' p c c PS! C Kent to �d e P %6 114o aP c . Not ae 76lhAj Q' ��P f K `T! ham Q " F 9 O 'sl�si 101>A/ a O� P of yOj/y 4 ^�A� O +moo G! w a ra i !l (*I 5igntechrM 4444 Federal Blvd. San Diego CA 92102 Phone: (619) 527.61001 Fax: (619) 527.6111 www.signtechUSA.com j �'��� WI9NRVlYYIW Pl10(IIIIY JP Morgan Chase Bank #17179 1000 Irvine Avenue Newport Beach, CA. 92660 Date: 02/27/12 Salesperson: Arthur Navarro Coordinator: Lisa Frederick Designer kendra Dickett Scale: As noted Revisions A 0 A 0 A 0 A A CUSTOMER APPROVAL Customer Signature Date. COPY, COLORS & SIZES Signtech does NOT provide primary electrical to sign location - RESPONSIBILITY OF OTHERS! Customer Signature Date This design is the exclusive property of Signtech and cannot be reproduce in whole or in part, without their prior written approval. Drawing Number: 12 -00228 Work Order Number: 51025 Title Page Page No. 1 R13 SIGN LEGEND --- / 5 / c / A _� t / e g \/ ro: / Total Proposed Sq Ft 135.72 \ Total Allowable Sq Ft 112 Difference +23.7 �t STC< /F \ >> '` 4, , rz >.•;: / se) \ b j 0 PeG i / SITE PLAN SCALE:1 /32 " I��itf n't ;;� e c� "�°'..� •� `'��a e Fig• S: _ Elevation No. Sign Type Description Sq.Ft. West N1 LIF- WBO -24 24" Illuminated White Channel Letters and Logo 36.9 East N2 CUSTOM - LIF -WBO -27.5 271/2" Illuminated White Channel Letters and Logo 57.6 North N3 LIF- WBO -24 24" White Channel Lett (*I N6 SUR -TTW -U Universal ATM Surround N7 D5 Non - Illuminated Directional Sign N8 D5 Non - Illuminated Directional Sign N9 D5 Non - Illuminated Directional Sign N10 CUSTOM- CAN - ATM - SIG -VAT Drive -Up Signature Canopy (VAT +ATM) (Custom Branding) 2.68 N11 CUSTOM- CAN - ATM - SIG -VAT Drive -Up Signature Canopy (VAT +ATM) (Custom Branding) 2.60 N12 TOP- FS -DU -N -LED Drive -Up ATM Topper Narrow 4.28 N13 TOP- FS -DU -N -LED Drive -Up ATM Topper Narrow 4.28 N14 HB -U Drive -Up Headache Bar N15 HB -U Drive -Up Headache Bar Nib CUSTOM TC -P -H Pole Mounted Do Not Enter Sign N17 CUSTOM TC -P -H Pole Mounted Do Not Enter Sign N18 CUSTOM ADA Custom Pole Mounted Handicap Sign (CA ADA) N19 CUSTOM ADA Custom Pole Mounted Handicap Sign (CA ADA) West N20 CUSTOM ADDRESS $" Illuminated White Channel Numbers 5igntechr" 4444 Federal Blvd. San Diego CA 92102 Phone: (619) 527.61001 Fax: (619) 527.6111 www.signtechUSA.com WI9MRJlYYiW lAttllll• -. JP Morgan Chase Bank #17179 1000 Irvine Avenue Newport Beach, CA. 92660 Date: 02/27/12 Salesperson: Arthur Navarro Coordinator: Lisa Frederick Designer. kends Dickett Scale: As noted 0 0 CUSTOMER APPROVAL Customer Signature Date. COPY, COLORS &SIZES Signtech does NOT provide primary electrical to sign location - RESPONSIBILITY OF OTHERS! Customer Signature Date This design is the exclusive property of Signtech and cannot be reproduce. who or in part, without their prior written approval. Drawing Number: 12 -00228 Work Order Number: 51025 Site Plan and Sign Legend Page No. 2 R13 ers and Logo 3 36.9 N4 R REMOVED FROM SCOPE O OF WORK East N N5 S SUR -TTW -U U Universal ATM Surround 2 2.24 ( Plan and Sign Legend Page No. 2 R13 Dim i i i i i (*I %Signtechr- 4444 Federal Blvd. San Diego CA 92102 Phone: (619) 527.61001 Fax: (619) 527.6111 www.signtechUSA.com �'��� WI9NRVlYYIW Pl10(IIIIY j JP Morgan Chase Bank #17179 1000 Irvine Avenue Newport Beach, CA. 92660 Date: 02/27/12 Salesperson: Arthur Navarro Coordinator: Lisa Frederick Designer kendra Dickett Scale: As noted Revisions A 0 0 2L 0 A A A A CUSTOMER APPROVAL Customer Signature Date. COPY, COLORS & SIZES Signtech does NOT provide primary electrical to sign location - RESPONSIBILITY OF OTHERS! Customer Signature Date This design i5 the exclusive property of Signtech and cannot be reproduce in whole or in part, without their prior written approval. Drawing Number: 12 -00228 Work Order Number: 51025 Page No. 3 R13 (*I CtYite0 Cd4tam 5igntechrM 4444 Federal Blvd. San Diego CA 92102 Phone: (619) 527.61001 Fax: (619) 527.6111 www.signtechUSA.com �'��� WI9NRVlYYIW Pl10(IIIIY JP Morgan Chase Bank #1 %1 %9 1000 Irvine Avenue Newport Beach, CA. 92660 Date: 02/27/12 Salesperson: Arthur Navarro Coordinator: Lisa Frederick Designer. kends Dickett Scale: As noted 0 0 CUSTOMER APPROVAL Customer Signature Date -. COPY, COLORS &SIZES Signtech does NOT provide primary electrical to sign location - RESPONSIBILITY OF OTHERS! Customer Signature Date This design i5 the exclusive property of Signtech and cannot be reproducetl in whole or in part, without their prior writt en approval. Drawing Number: 12 -00228 Work Order Number: 51025 Page No. 4 R13 Marketing Checklist)Custorn F Fixtures Check all that Apply Q Qky S SIzeITy a C Camrments Interior Finish Plan (as S Slgiacurc Prestige Student CPC Mass Affluent CtCllef /Q7Stbn1 Teller Merchandising T eNterthand'ai I I a Triple 47 Behind the Teller line CPC/Bloornberg Illuminated Dominant Teller Marke[Ing!FDIC Signs and Plxemau 4 4 to 5 A As determined by the floor Ian Soffit Logo I I Business Trans Dlrctzlonal I I Comfort 24nelLahby W Wall Posters Batt Board!ManagerSpeelal Board Interior Banners Chase What Matters Fixture A As needed F For Qs located next to a wall. CSC Directional I I A Above CSC SOB Directional A As needed f F- tsrvaults lotaud can aseparatt Sales Zane W Wall and Desk Posters and SEPC Disclosures A As determined by the Haar plan Door Slides Left (IS only) A As determined by the floor Ian Door Slides Right ([5 only] A As determined b the floor Ian Drive Thru H Hours Vinyl and FDIC Stickers A As needed Drive Up Banner Stands V Vanes D De ndson number of canes Operational Signs P Night Drop Slgnage I I S Plaque or T Type Plaque or Sticker. Times: S Hours Information-'Address D Ito 3 c Depending on the numberaf Hours Plaque A As needed O Only used for colonial-style doors. Exterior Merchandising M Marketing Display Window Lighdaaxes Clings Cd4tam 5igntechrM 4444 Federal Blvd. San Diego CA 92102 Phone: (619) 527.61001 Fax: (619) 527.6111 www.signtechUSA.com �'��� WI9NRVlYYIW Pl10(IIIIY JP Morgan Chase Bank #1 %1 %9 1000 Irvine Avenue Newport Beach, CA. 92660 Date: 02/27/12 Salesperson: Arthur Navarro Coordinator: Lisa Frederick Designer. kends Dickett Scale: As noted 0 0 CUSTOMER APPROVAL Customer Signature Date -. COPY, COLORS &SIZES Signtech does NOT provide primary electrical to sign location - RESPONSIBILITY OF OTHERS! Customer Signature Date This design i5 the exclusive property of Signtech and cannot be reproducetl in whole or in part, without their prior writt en approval. Drawing Number: 12 -00228 Work Order Number: 51025 Page No. 4 R13 en approval. Drawing Number: 12 -00228 Work Order Number: 51025 Page No. 4 R13 EQ all EQ 27 SIGNAGE OVERVIEW WEST ELEVATION SCALE: 1/16 " =1' -0" EAST ELEVATION SCALE: 1/16 " =1' -0" 1,l =.F NORTH ELEVATION SCALE: 1/16 " =1' -0" SOUTH ELEVATION SCALE: 1/16 " =1' -0" Signtech- 4444 Federal Blvd. San Diego CA 92102 Phone: (619) 527.61001 Fax: (619) 527.6111 www.signtechUSA.com 0�� V�Yf1 ' IX@AIILLXPLYYIXtl PlIIXI111N JP Morgan Chase Bank #17179 1000 Irvine Avenue Newport Beach, CA. 92660 Date: 02/27/12 Salesperson: Arthur Navarro Coordinator: Lisa Frederick Designer. kendra Dickett Scale: As noted Revisions 0 .L ZL A A A A CUSTOMER APPROVAL Customer Signature Date COPY, COLORS & SIZES Signtech does NOT provide primary electrical to sign location - RESPONSIBILITY OF OTHERS! Customer Signature Date This design i5 the exclusive property of Signtech and cannot be reproduce in whole or in part, without their prior written approval. Drawing Number: 12 -00228 Work Order Number: 51025 Page No. 5 R13 14'- 01/4" 10' -81/2" 8'A" BRIDGE TO BE PAINTED TO MATCH WALL COLOR FRONT VIEW SCALE: 1/2 " =1' -0" 0 ■ MANUFACTURE AND INSTALL TWO (2) INTERNALLY ILLUMINATED SETS OF CHANNEL LETTERS LETTERS, FACE: .177"ARISTECH #7328 P -95 WHITE FLEX (MATTE SIDE TO BE 1ST SURFACE) CHEM WELDED TO RETURNS RETURNS: 0.118" x 5" DEEP ARISTECH #6046 BLUE WITH 3635 -70 DIFFUSER VINYL ON 2ND (INTERIOR) SURFACE. BACKS: .080" ALUM BACK WITH %" x.080" OUTSIDE ALUM RETURN AND t /2" x1/8" ALUM ANGLE CLIPS ON INTERIOR OF LETTER FOR FACE ATTACHMENT PAINT: EXTERIOR PAINTED MATTHEWS MP -00366 CHASE BLUE SEMI -GLOSS FINISH (60 -70 UNITS) AND INTERIOR PAINTED SPRAY -LAT STAR BRITE WHITE LIGHT ENHANCEMENT PAINT. ILLUMINATION: 15MM DESIGNER 71 WHITE NEON & 60MA TRANSFORMERS AS REQUIRED FOR PROPER EVEN ILLUMINATION. LOGO. BACKS :.080" ALUM BACK WITH STACK WELDED 5" x.080" ALUM RETURNS. LOGO CAN FACE :.080" ALUM BRIDGE ELEMENTS WELDED TO INSIDE & OUTSIDE RETURNS FLEX FACE :.118" THERMO FORMED ARISTECH #6046 BLUE LOGO ELEMENTS CHEM WELDED TO 3/4" CLEAR FLEX 2ND SURFACE FACES. PAINT: EXTERIOR PAINT MATTHEWS "CHASE NICKEL" #MP -19891 GLOSS FINISH AND INTERIOR PAINTED SPRAY -LAT STAR BRITE WHITE LIGHT ENHANCEMENT PAINT. ILLUMINATION: 15MM DESIGNER 71 WHITE NEON & 60MA TRANSFORMERS AS REQUIRED FOR PROPER EVEN ILLUMINATION. ELECTRICAL REOUIREMENTS FOR NEON ILLUMINATION As required by standard #2161 , Signtech Electrical Advertising, Inc., exclusively uses secondary Ground fault- Interrupted (GFI) transformers. Each Sign MUST have: - A dedicated branch circuit -Three wires: Line, Ground, and Neutral. - Wire Size : Min 12 GA THHN Capper Wire. NOTE: The gauge of the wire is dictated by the length of the run & amperage as per NEC Article 600. - The ground wire must be comnuous & go from the sign to the panelboard ground bus. - voltage between ground and neutral should measure no mom than 3 volts. - Power to the sign must be done by a licensed electrical contractor or licensed electrician. ENDVIEW OF LETTER SCALE: 1/2 " =1' -0" 21/ 71/," ENDVIEW OF LOGO SCALE: 1 /z " =1' -0" 3D VIEW OF OCTAGON (*I %Signtechr- 4444 Federal Blvd. San Diego CA 92102 Phone: (619) 527.61001 Fax: (619) 527.6111 www.signtechUSA.com �(4&)g V�Yr\ WI9NRVlYYIW Pl10(IIIIY JP Morgan Chase Bank #17179 1000 Irvine Avenue Newport Beach, CA. 92660 Date: 02/27/12 Salesperson: Arthur Navarro Coordinator: Lisa Frederick Designer kendra Dickett Scale: As noted Revisions A 0 0 2L 0 A A A A CUSTOMER APPROVAL Customer Signature Date. COPY, COLORS & SIZES Signtech does NOT provide primary electrical to sign location - RESPONSIBILITY OF OTHERS! Customer Signature Date This design is the exclusive property of Signtech and cannot be reproduced in whole or in part, without their prior written approval. Drawing Number: 12 -00228 Work Order Number: 51025 Page No. 6 R13 FRONT VIEW SCALE : 1/2 " =1' -0" MANUFACTURE AND INSTALL ONE (1) INTERNALLY ILLUMINATED SET OF CHANNEL LETTERS LETTERS, FACE: .150" ARISTECH #7328 P -95 WHITE FLEX (MATTE SIDE TO BE 1 ST SURFACE) CHEM WELDED TO RETURNS RETURNS: 0.15" x5" DEEP ARISTECH #6046 BLUE WITH 3635 -70 DIFFUSER VINYL ON 2ND (INTERIOR) SURFACE. BACKS: .080" ALUM BACK WITH 3/4" x.080" OUTSIDE ALUM RETURN AND Y2" x 1/8" ALUM ANGLE CLIPS ON INTERIOR OF LETTER FOR FACE ATTACHMENT PAINT: EXTERIOR PAINTED MATTHEWS MP -00366 CHASE BLUE SEMI -GLOSS FINISH (60 -70 UNITS) AND INTERIOR PAINTED SPRAY -LAT STAR BRITE WHITE LIGHT ENHANCEMENT PAINT. ILLUMINATION: 15MM DESIGNER 71 WHITE NEON & 6DMA TRANSFORMERS AS REQUIRED FOR PROPER EVEN ILLUMINATION. LOGO, BACKS :.080" ALUM BACK WITH STACK WELDED 5" x.080" ALUM RETURNS. LOGO CAN FACE: .080" ALUM BRIDGE ELEMENTS WELDED TO INSIDE & OUTSIDE RETURNS PLEX FACE :.118" THERMO FORMED ARISTECH #6046 BLUE LOGO ELEMENTS CHEM WELDED TO 3/4" CLEAR FLEX 2ND SURFACE FACES. PAINT: EXTERIOR PAINT MATTHEWS "CHASE NICKEL" #MP -19891 GLOSS FINISH AND INTERIOR PAINTED SPRAY -LAT STAR BRITE WHITE LIGHT ENHANCEMENT PAINT. ILLUMINATION: 15MM DESIGNER 71 WHITE NEON & 60MA TRANSFORMERS AS REQUIRED FOR PROPER EVEN ILLUMINATION. ELECTRICAL REOUIREMENTS FOR NEON ILLUMINATION As required by standard #2161 , Signtech Electrical Advertising, Inc., exclusively uses secondary Ground fauh- Interrupted (GFI) transformers. Each Sign MUST have: - A dedicated branch circuit -Three wires: Line, Ground, and Neutral. - Wire Size : Min 12 GA THHN Capper Wire. NOTE: The gauge of the wire is dictated by the length of the run & amperage as per NEC Article 600. - The ground wire must be comnuous & go from the sign to the panelboard ground bus. - voltage between ground and neutral should measure no mom than 3 volts. - Power to the sign must be done by a licensed electrical contractor or licensed electrician. 36" 2 BRIDGE TO BE PAINTED TO MATCH WALL COLOR ENDVIEW ® OF LETTER SCALE: 1/2 " =1' -0" 3D VIEW OF OCTAGON t/2 2 7/8" A VA" ENDVIEW OF LOGO SCALE :1/2 " =1' -0" (*I %Signtel 4444 Federal Blvd. San Diego CA 92102 Phone: (619) 527.61001 Fax: (619) 527.6111 www.signtechUSA.com �(4&)g V�Yr\ WI9NRVlYYIW Pl10(IIIIY JP Morgan Chase Bank #17179 1000 Irvine Avenue Newport Beach, CA. 92660 Date: 02/27/12 Salesperson: Arthur Navarro Coordinator: Lisa Frederick Designer, kendra Dickett Scale: As noted Revisions A 0 0 2L 0 A A A A CUSTOMER APPROVAL Customer Signature Date. COPY, COLORS & SIZES Signtech does NOT provide primary electrical to sign location - RESPONSIBILITY OF OTHERS! Customer Signature Date This design is the exclusive property of Signtech and cannot be reproduced in whole or in part, without their prior written approval. Drawing Number: 12 -00228 Work Order Number: 51025 Page No. 7 R13 080" ALUM RETURN — i 5" '/2" x 1/8" ALUM ANGLE CLIPS WITH CONTINUOUS FOAM GASKET AROUND PERIMETER OF LETTER .118" ARISTECH #6046 TRANSLUCENT BLUE FLEX RETURNS WITH SECOND SURFACE #3635 -70 DIFFUSER FILM CHEM WELDED TO BACK SURFACE OF #7328 WHITE FLEX FACE #10 SCREWS INTO BLUE ANCHORS (MIN 4 PER LETTER) IF DRYWALL FASCIA .080" ALUM. BACK DESIGNER 71 WHITE NEON EXISTING DRYWALL 60MA TRANSFORMER ON / OFF SWITCH 7/8" RUNNING THREAD ELETROBITS AND RUBBER BOOTS COUNTERSUNK SCREWS #7328 P -95 WHITE FLEX FACE PAINT INTERIOR OF LETTER SPRAY -LAT "STAR BRITS" LIGHT ENHANCEMENT '/4" DIAMETER DRAIN HOLE PAINT EXTERIOR OF LETTER & SCREW HEADS MP #00366 CHASE BLUE SEMI -GLOSS FINISH PRIMARY ELECTRICAL TO SIGN SITE BY OTHERS PLEX LETTER SECTION DETAIL SCALE:1 1/2 " =1' -0" 8 .080" x 5" DEEP ALUM RETURN #8 COUNTERSUNK SCREWS 15' O.C. MAX. 3/4" CLEAR BACK UP FACE 1 1/2" x.080" INSIDE ALUM RETURN .118" THERMO FORMED FACE ELECTRODE & BOOT DESIGNER 71 WHITE NEON 60MA TRANSFORMER 7/8" RUNNING THREAD .080" FABRICATED ALUM BRIDGE PAINT EXTERIOR OF LETTER & SCREW HEADS TO MATCH MATTHEWS MP #19891 NICKEL GLOSS FINISH PAINT INTERIOR OF LETTER SPRAY -LAT "STAR BRITS" LIGHT ENHANCEMENT GLASS STANDS #10 SCREWS INTO BLUE ANCHORS (MIN 4 PER LETTER) IF DRYWALL FASCIA ACRYLIC ASSEMBLY SHALL EMPLOY SOLVENT TYPE CEMENT FOR INITIAL RAPID ASSEMBLY FOLLOWED BY A MONOMER - POLYMER- SOLVENT(MPS) TYPE CEMENT AROUND ALL BONDED AREAS WEEP HOLES & BAFFLE .080" ALUM BACK OUTLINED 1/8" ALL AROUND AND TO BE FLUSH ROUTED DURING MANUFACTURING EXISTING WALL 3IMARY ELECTRICAL ) SIGN SITE (OTHERS LOGO SECTION DETAIL SCALE:1 1/2 " =1' -0" 8 ,l %Signtechr- 4444 Federal Blvd. San Diego CA 92102 Phone: (619) 527.61001 Fax: (619) 527.6111 www.signtechUSA.com - --- --- -- .,9MRVlYYiO IAWIIIY JP Morgan Chase Bank #17179 1000 Irvine Avenue Newport Beach, CA. 92660 Date: 02/27/12 Salesperson: Arthur Navarro Coordinator: Lisa Frederick Designer kendra oickett Scale: As noted A 0 CUSTOMER APPROVAL Customer Signature Date. COPY, COLORS & SIZES Signtech does NOT provide primary electrical to sign location - RESPONSIBILITY OF OTHERS! Customer Signature Date This desion i5 the exclusive Drooerty of Slontei I Drawinq Number: 12 -00228 1 Page No. 8 R13 M ti 54" TOP VIEW SUR - TTW -U -4 SCALE: 3/4" = V -0" 54" 46" 4" 42 3/16" 4" 'ALUh SIDE BASE COAT:* 3 -4 MEDIUM COATS OF MAP SVOC2471 FOR BASE COAT. ALLOW TO AIR DRY 12 -24 HRS OR FORCE DRY AT 200 DEG. F FOR 15MIN. STIPPLE FINISH COAT:* MIX MAP SVOC1761 WITH CATALYST BUT *NO* SET PRESSURE POT AT 18 -20 PSI TANK PRESSURE AND 20 -25 PSI ATOMIZING AIR AT THE PAINT GUN - USE 1.0 TO 1.2 FLUID NOZZLE. STIPPLE FINISH PAINT PROCESS FOR MATTHEWS #MP -09353 CHASE BLUE METALLIC: BASE COAT:* 3 -4 MEDIUM COATS OF 5VOC2472 SP FOR BASE COAT ALLOW TO AIR DRY 12 -24 HRS OR FORCE DRY AT 200 DEG. F FOR 15MIN. STIPPLE FINISH COAT:* MIX MAP SVOC2049 SP WITH CATALYST BUT _ *NO *_REDUCER; SET PRESSURE POT AT 18 -20 PSI TANK PRESSURE AND 20 -25 PSI ATOMIZING AIR AT THE PAINT GUN - USE 1.0 TO 1.2 FLUID NOZZLE. APPLY 5 -6 PASSES OF A FINE TIGHT STIPPLE GRAPHICS DEPICTED ARE FOR I ILLUSTRATIVE PURPOSES ONLY! ALL EXPOSED FASTENER HEADS SLOAN BLUE LED STRIPE AROUND USE ONLY APPROVED ARTWORK SHALL BE PAINTED TO MATCH THE PERIMETER TO PROVIDE HALO -LIT FOR PRODUCTION. EXTERIOR CABINET FINISH EFFECT AGAINST BACK PANEL T HARDWIRED HANDI -BOX HINGED H HANDI -BOX EXTENSION NOTE: PUSH -THRU ACRYLIC SHALL HAVE A MILL FINISH ON ALL ROUTED EDGES PERSPECTIVE VIEW SUR -TTW -U SCALE: 3/4" = 1' -0" SCALE: 3/4" = 1' -0" ®m CHASE BRANDING = 2.24 SO. FT. MANUFACTURE AND INSTALL TWO (2) INTERNALLY ILLUMINATED ATM SURROUNDS 5igntechrM 4444 Federal Blvd. San Diego CA 92102 Phone: (619) 527.61001 Fax: (619) 527.6111 www.signtechUSA.com - -- .,9NRVlYYiW lAttlllla JP Morgan Chase Bank #171%9 1000 Irvine Avenue Newport Beach, CA. 92660 Date: 02/27/12 Salesperson: Arthur Navarro Coordinator: Lisa Frederick Designer kendra Dickett Scale: As noted Revisions A 0 0 .L 0 A A A A CUSTOMER APPROVAL Customer Signature Date. COPY, COLORS & SIZES Signtech does NOT provide primary electrical to sign location - RESPONSIBILITY OF OTHERS! Customer Signature Date This design is the exclusive propert y of Signtech and cannot be reproducetl in whole or in part, without their prior written approval. Drawing Number: 12 -00228 Work Order Number: 51025 Page No. 9 R13 MATERIAL SPECIFICATIONS: PAINT: - CHASE METALLIC BLUE - MATTHEWS MP49353 - CHASE BLUE - MATTHEW MP -00366 - CHASE ATM NICKEL - MATTHEWS MP -18101 - CHASE DK NICKEL - MATTHEWS MP -10240 - CHASE WHITE - MATTHEWS MP -33MO SEMI- GLOSS - BLACK - MATTHEWS #41 -306 SIGNAL JET BLACK VINYLS: - CHASE BLUE - 311 3632 -121 - CHASE OCTAGON BLUE - 3M 3630 -141 - CHASE ALTERNATE BLUE - 3M #3632 -8592 - CHASE DK BLUE FILM - TBD - CHASE NICKEL - VQD12814HG - WHITE OPAQUE - 3M 1125 -10 - WHITE TRANSLUCENT - 3M 3632 -20 - WHITE REFLECTIVE - 3M 6M -10 - WHITE DIFFUSER - 3M 3635 -10 GRAPHICS DEPICTED ARE FOR I LLUSTRATIVE PURPOSES ONLY! USE ONLY APPROVED ARTWORK FOR PRODUCTION. ALL EXPOSED FASTENER HEADS SHALL BE PAINTED TO MATCH THE EXTERIOR CABINET FINISH 125" ALUM. ROLLED FORMED SURROUND FACE. PAINT TO MATCH CHASE ATM NICKEL (MATTHEWS MP- 18101) MATTHEWS CLEAR SEMI -GLOSS STIPPLE FINISH SAMPLE PROVIDED. 125" ALUM. CLADDING. PAINT TO MATCH CHASE ATM NICKEL; (MATTHEWS MP- 18101), MATTHEWS CLEAR SEMI -GLOSS STIPPLE FINISH SAMPLE PROVIDED. .125" ALUM. ROUTED OUT AND BRAKE FORMED HINGED FACE RETAINER AND BOTTOM. PAINTED TO MATCH CHASE ATM NICKEL, (MATTHEWS MP- 18101) MATTHEWS CLEAR SEMI -GLOSS STIPPLE FINISH (MATCH SAMPLE). 3/4" THICK CLEAR PLEX PUSHED THRU COPY WITH 1/8" THICK CONTINUES SHOULDER, RETURNS TO HAVE A MILL FINISH. DECORATE WHITE 3M # 3632 -20 WHITE VINYL OVERLAID ON SECOND SURFACE FOR COPY AND WITH 3M #3632 -127 BLUE VINYL FOR OCTAGON. .177" CLEAR ACRYLIC PANEL W- W- SECOND SURFACE APPLIED 3M #3632 -127 BLUE VINYL AND 3M # 3635 -70 DIFFUSER FILM STUD MOUNTED TO SIGN BOX (STRIP HEAT AND BEND TO SHAPE 050" PRE -PAINT ALUM. FORMED LED'S PANELS .125" ALUM. BASE BACKGROUND SHEET INSIDE OF THE TRIM FRAME PAINTED TO MATCH CHASE ATM NICKEL, (MATTHEWS MP. MATTHEWS CLEAR SEMI -GLOSS STIPPLE FINISH .125" ALUM. BRAKE FORMED ATM SURROUND FRAME PAINT TO MATCH CHASE ATM NICKEL, (MATTHEWS MP- 18101), MATTHEWS CLEAR SEMI -GLOSS STIPPLE FINISH. LED LIGHTING SYSTEM BY SLOAN. USE "ColorLlNE" (BLUE) SMALL PROFILE TUBING TO PROVIDE EVEN ILLUMINATION AROUND PERIMETER WITHOUT HOTSPOTS OR SHADOWS. .125" ALUM. BASE BACKGROUND SHEET. PAINT FINISH ALL SURFACES OUTSIDE OF THE TRIM FRAME TO MATCH CHASE METALLIC BLUE (MATTHEWS MP- 49353), SATIN CLEAR LITE STIPPLE FINISH. STIPPLE FINISH PAINT PROCESS FOR MATTHEWS #MP -49353 CHASE BLUE METALLIC: BASE COAT:* 3 -4 MEDIUM COATS OF SVOC2472 SP FOR BASE COAT. ALLOW TO AIR DRY 12 -24 HRS OR FORCE DRY AT 200 DEG. F FOR 15MIN. STIPPLE FINISH COAT:* MIX MAP SVOC2049 SP WITH CATALYST BUT _ *NO *_REDUCER; SET PRESSURE POT AT 18 -20 PSI TANK PRESSURE AND 20 -25 PSI ATOMIZING AIR AT THE PAINT GUN - USE 1.0 TO 1.2 FLUID NOZZLE. APPLY 5 -6 PASSES OF A FINE TIGHT STIPPLE ,l %Signtechr- 4444 Federal Blvd. San Diego CA 92102 Phone: (619) 527.61001 Fax: (619) 527.6111 www.signtechUSA.com - -- .,9NRVlYYiW bi0A1,iY JP Morgan Chase Bank #171%9 1000 Irvine Avenue Newport Beach, CA. 92660 Date: 02/27/12 PERMLIGHT NITRO LED'S Salesperson: Arthur Navarro WHITE BEHIND "CHASE" AND Coordinator: Lisa Frederick BLUE FOR OCTAGON AND BLUE ACCENT ATRIP Designer kendra Dickett Scale: As noted GENERAL NOTES: CHASE SIGNATURE SIGNS - ALL PAINTS TO BE TWO -PART POLY - URETHANE BY MATTHEW. FINISHES AS FOLLOWS: METALLIC PANTS - GLOSS (05 -90 UNITS OF GLOSS) NON - METALLIC PAINTS - SEMI - GLOSS. (60 -10 UNITS OF GLOSS) -ALL FILM TO BE 3M UNLESS OTHERWISE STATED. -ALL STEEL COMPONENTS TO BE PRIMED WITH ZINC INHIBITOR (DEVCON -Z OR APPROVED EQUAL). -ALL STRUCTURAL COMPONENTS TO BE SIZED BY A LICENSED STRUCTURAL ENGINEER TO MEET OR EXCEED ALL LOCAL, STATE, AND NATIONAL CODES. -ALL ELECTRICAL WORK TO MEET OR EXCEED UL. REQUIREMENTS. -ALL EXPOSED FASTENERS TO BE PAINTED TO MATCH CABINET. - ELECTRICAL LEADS FROM THE BACK OF ILLUMINATED LETTERS TO BE A MINIMUM OF 6' -0' LONG AS MEASURED FROM THE BACK OF THE LETTER 0 CUSTOMER APPROVAL Customer Signature Date. COPY, COLORS & SIZES Signtech does NOT provide primary electrical to sign location - RESPONSIBILITY OF OTHERS! Customer Signature Date This lesion is the exclusive Drooerty of Sicntei I Drawing Number: 12 -00228 1 Page No. 10 R13 3' -3 2'-0 1' -91/ 31/4 "L 45° TOP VIEW -5 7/8" 3 1/4" V -5 7/8" 2' -0" 12" I 2' -0" FRONT VIEW END VIEW REAR VIEW PAINT LINE NEW DIRECTIONAL SIGN SCALE 1" = T -0" MANUFACTURE & INSTALL ONE (1) NON- ILLUMINATED GROUND DIRECTIONAL SIGN STRUCTURE FRAME, FRAME: (2) TWO VERTICAL SUPPORTS OF CUSTOM ALUM. EXTRUSION, TRIANGULAR SHAPE CONNECTED WITH (2) TWO 3 "X1 "11/8" ALUM. CHANNEL HORIZONTAL MEMBERS. FACES, 1/8" ALUM. SHEARED FROM STOCK. ATTACHED TO ALUM. EXTRUSION WITH DOUBLE SIDE TAPE AND LORDS GLUE AS REQUIRED. ROUT OUT 1/4" GROOVE AND APPLY VINYL GRAPHICS ACCORDINGLY WITH SPECIFICATIONS. TOP COVER, .063" ALUM. ROUT OUT CUT TO SHAPE TOP OF SIGN. GRAPHICS, CHASE COPY: 3M #SCOTCH LITE FILM #680 -10 WHITE CHASE LOGO : 3M #SCOTCH LITE FILM #680 -76 LIGHT BLUE UNDER COPY & ARROWS :3M #SCOTCH LITE FILM #680 -10 WHITE PAINT, TOP COVER: MATTHEWS MP -19891 NICKEL TOP FACE: MATTHEWS MP -19891 NICKEL BOTTOM FACE: MATTHEWS MP -18248 DARK NICKEL GROOVE: MATTHEWS MP -18248 DARK NICKEL BEVELED ENDS : MATTHEWS MP -00366 BLUE %SigntechrM 4444 Federal Blvd. San Diego CA 92102 Phone: (619) 527.61001 Fax: (619) 527.6111 www.signtechUSA.com - -- .,9NRVlYYiW lAttlllla JP Morgan Chase Bank #17179 1000 Irvine Avenue Newport Beach, CA. 92660 Date: 02/27/12 Salesperson: Arthur Navarro Coordinator: Lisa Frederick Designer kendra Dickett Scale: As noted Revisions A 0 A 0 .L 0 A A A A CUSTOMER APPROVAL Customer Signature Date. COPY, COLORS & SIZES Signtech does NOT provide primary electrical to sign location - RESPONSIBILITY OF OTHERS! Customer Signature Date This design is the exclusive property of Signtech and cannot be reproduce in whole or in part, without their prior written approval. Drawing Number: 12 -00228 Work Order Number: 51025 Page No. 11 R13 3' -3 2'-0 1' -91/ 31/4 "L 45° TOP VIEW -5 7/8" 3 1/4" V -5 7/8" 2' -0" 12" I 2' -0" FRONT VIEW END VIEW REAR VIEW PAINT LINE NEW DIRECTIONAL SIGN SCALE 1" = T -0" MANUFACTURE & INSTALL ONE (1) NON- ILLUMINATED GROUND DIRECTIONAL SIGN STRUCTURE FRAME, FRAME: (2) TWO VERTICAL SUPPORTS OF CUSTOM ALUM. EXTRUSION, TRIANGULAR SHAPE CONNECTED WITH (2) TWO 3 "X1 "11/8" ALUM. CHANNEL HORIZONTAL MEMBERS. FACES, 1/8" ALUM. SHEARED FROM STOCK. ATTACHED TO ALUM. EXTRUSION WITH DOUBLE SIDE TAPE AND LORDS GLUE AS REQUIRED. ROUT OUT 1/4" GROOVE AND APPLY VINYL GRAPHICS ACCORDINGLY WITH SPECIFICATIONS. TOP COVER, .063" ALUM. ROUT OUT CUT TO SHAPE TOP OF SIGN. GRAPHICS, CHASE COPY: 3M #SCOTCH LITE FILM #680 -10 WHITE CHASE LOGO : 3M #SCOTCH LITE FILM #680 -76 LIGHT BLUE UNDER COPY & ARROWS :3M #SCOTCH LITE FILM #680 -10 WHITE PAINT, TOP COVER: MATTHEWS MP -19891 NICKEL TOP FACE: MATTHEWS MP -19891 NICKEL BOTTOM FACE: MATTHEWS MP -18248 DARK NICKEL GROOVE: MATTHEWS MP -18248 DARK NICKEL BEVELED ENDS : MATTHEWS MP -00366 BLUE %SigntechrM 4444 Federal Blvd. San Diego CA 92102 Phone: (619) 527.61001 Fax: (619) 527.6111 www.signtechUSA.com - -- .,9NRVlYYiW lAttlllla JP Morgan Chase Bank #17179 1000 Irvine Avenue Newport Beach, CA. 92660 Date: 02/27/12 Salesperson: Arthur Navarro Coordinator: Lisa Frederick Designer kendra Dickett Scale: As noted Revisions A 0 A 0 .L 0 A A A A CUSTOMER APPROVAL Customer Signature Date. COPY, COLORS & SIZES Signtech does NOT provide primary electrical to sign location - RESPONSIBILITY OF OTHERS! Customer Signature Date This design is the exclusive property of Signtech and cannot be reproduce in whole or in part, without their prior written approval. Drawing Number: 12 -00228 Work Order Number: 51025 Page No. 12 R13 3' -3 2'-0 1' -91/ 31/4 "L 45° TOP VIEW -5 7/8" 3 1/4" V -5 7/8" 2' -0" 12" I 2' -0" FRONT VIEW END VIEW REAR VIEW PAINT LINE NEW DIRECTIONAL SIGN SCALE 1" = T -0" MANUFACTURE & INSTALL ONE (1) NON- ILLUMINATED GROUND DIRECTIONAL SIGN STRUCTURE FRAME, FRAME: (2) TWO VERTICAL SUPPORTS OF CUSTOM ALUM. EXTRUSION, TRIANGULAR SHAPE CONNECTED WITH (2) TWO 3 "X1 "11/8" ALUM. CHANNEL HORIZONTAL MEMBERS. FACES, 1/8" ALUM. SHEARED FROM STOCK. ATTACHED TO ALUM. EXTRUSION WITH DOUBLE SIDE TAPE AND LORDS GLUE AS REQUIRED. ROUT OUT 1/4" GROOVE AND APPLY VINYL GRAPHICS ACCORDINGLY WITH SPECIFICATIONS. TOP COVER, .063" ALUM. ROUT OUT CUT TO SHAPE TOP OF SIGN. GRAPHICS, CHASE COPY: 3M #SCOTCH LITE FILM #680 -10 WHITE CHASE LOGO : 3M #SCOTCH LITE FILM #680 -76 LIGHT BLUE UNDER COPY & ARROWS :3M #SCOTCH LITE FILM #680 -10 WHITE PAINT, TOP COVER: MATTHEWS MP -19891 NICKEL TOP FACE: MATTHEWS MP -19891 NICKEL BOTTOM FACE: MATTHEWS MP -18248 DARK NICKEL GROOVE: MATTHEWS MP -18248 DARK NICKEL BEVELED ENDS : MATTHEWS MP -00366 BLUE %SigntechrM 4444 Federal Blvd. San Diego CA 92102 Phone: (619) 527.61001 Fax: (619) 527.6111 www.signtechUSA.com - -- .,9NRVlYYiW lAttlllla JP Morgan Chase Bank #17179 1000 Irvine Avenue Newport Beach, CA. 92660 Date: 02/27/12 Salesperson: Arthur Navarro Coordinator: Lisa Frederick Designer kendra Dickett Scale: As noted Revisions A 0 A 0 .L 0 A A A A CUSTOMER APPROVAL Customer Signature Date. COPY, COLORS & SIZES Signtech does NOT provide primary electrical to sign location - RESPONSIBILITY OF OTHERS! Customer Signature Date This design is the exclusive property of Signtech and cannot be reproduce in whole or in part, without their prior written approval. Drawing Number: 12 -00228 Work Order Number: 51025 Page No. 13 R13 Graphics depicted are for illustrative purposes only Use only approved artwork for production. 6 -11 3/4" tt 8 1/4" SCALE: 3/8" = V -0" r O r O White Translucent White Diffuser Intense Blue Translucent Blue Chase Metallic Blue Chase Dark Nickel 3M 3632 -20 3M 3635 -70 3M 3632 -127 Aristech 6046 Paint to match MP -49353 Paint to match MP -18248 Matte Finish Metallic Gloss Finish 12' -10" SCALE: 3/8" = V -0" CHASE BRANDING = 2.68 SO. F1 (EACH) � 1 Signtech - 4444 Federal Blvd. San Diego CA 92102 Phone: (619)527.61001 Fax: (619) 527.6111 www.signtechUSA.com 0edE0 V�Yf1 ' IX@AIILLXPLYYIXtl Pt10(IIIIY JP Morgan Chase Bank #17179 1000 Irvine Avenue Newport Beach, CA. 92660 Date: 02/27/12 Salesperson: Arthur Navarro Coordinator: Lisa Frederick Designer. kendra Dickett Scale: As noted 0 0 0 ZL 0 0 CUSTOMER APPROVAL Customer Signature Date COPY, COLORS & SIZES Signtech does NOT provide primary electrical to sign location - RESPONSIBILITY OF OTHERS! Customer Signature Date This design i5 the exclusive property of Signtech and cannot be reproduced in whole or in part, without their prior written approval. Drawing Number: 12 -00228 Work Order Number: 51025 Page No. 14 R13 CANOPY ELECTRICAL REQUIREMENTS (NOT INCLUDING ATM MACHINE, SECURITY CAMERA & RELATED APPLIANCES): LEDS: (135) PERMLIGHT 753 -WHT TWISTER STAR DOWNUGHTS : (2) RUUD LIGHTING #MCR0410 -1100 WATT, 120V METAL HALIDE FIXTURE @ 3.OA LED POWER SUPPLY : (2) PERMLIGHT 60 -12DA @ 0.65A TOTAL LOAD : 7.3 AMPS CIRCUITS : (1) 20 AMP REQ'D. A"! ED SURFACES SHALL 6E COATED WITH 208SP VOC GLOSS CLEAR, WITH MINIMUHICKNESS (AFT) PER MATTHEWS IFICATIONS. 5'- 113/4" z' M 4 TOP VIEW if80] ROOF DRAIN WITH SCREEN .125" FABRICATED ALUM. ROOF PANEL PAINT TO MATCH MATTHEWS #MP -49353 CHASE BLUE METALLIC GLOSS FINISH FABRICATED ALUM. CANOPY PAINTED TO MATCH MATTEWS #MP -49353 CHASE BLUE METALLIC SECURITY 7 I a DEPARTURE COLUMN RECESSED DOWNLIGHT BY OTHERS nnn PAINTED TO MATCH FIXTURE (2 REO'D) u MATTHEWS #MP -18248 CHASE DARK NICKEL GLOSS FINISH Q OCTAGON TO BE .125" THERMOFORMED #6046 BLUE ACRYLIC CHASE TO BE 3/4" CLEAR o ACRYLIC WITH FIRST SURFACE 3M #3632 -20 WHITE TRANSLUCENT a�eB VINYL & SECOND SURFACE 3M #3635 -70 WHITE DIFFUSER FILM o ri 1' -10" 3 APPROACH ELEVATION Scale:3 /8 " =1'-0" APPROACH COLUMN PAINTED TO MATCH MATTHEWS #MP -18248 CHASE DARK NICKEL GLOSS FINISH 9' -01/2" PAD IK 1 ELEVATION Scale:3 /8 " =1' -0" 2- 103/4 " 71/4" 2 DEPARTURE ELEVATION Scale:3 /8 " =1' -0" (*I %SigntechrM 4444 Federal Blvd. San Diego CA 92102 Phone: (619) 527.61001 Fax: (619) 527.6111 www.signtechUSA.com WI9MRVlYYiW 1"ttlllla JP Morgan Chase Bank #171%9 1000 Irvine Avenue Newport Beach, CA. 92660 Date: 02/27/12 Salesperson: Arthur Navarro Coordinator: Lisa Frederick Designer kendra Dickett Scale: As noted Revisions .L 0 0 .L ZL IL A A A CUSTOMER APPROVAL Customer Signature Date. COPY, COLORS & SIZES Signtech does NOT provide primary electrical to sign location - RESPONSIBILITY OF OTHERS! Customer Signature Date This design i5 the exclusive propert y of Signtech and cannot be reproducetl in whole or in part, without their prior written approval. Drawing Number: 12 -00228 Work Order Number: 51025 Page No. 15 R13 3D VIEW OF CAN -VE -X a NOTES: 1. Design is based on 90 mph 3 sec gust design wind speed per IBC 2006. Exposure C and 50 psf ground snow load. 2. Spread foundation analysis is based on a safe vertical soil bearing pressure min- imum of 2000 psf. Soil report was not furnished. Allowable bearing pressure should be verified prior to placement of concrete. Do not place foundation in fill. 3. Concrete shall be mixed to attain a minimum compressive strength of 3000 psi in 28 days. 4. Steel support members shall be free from defects and shall meet ASTM A500 grade B with a minimum yield strength of 46000 psi for tube. Steel plate and angle shall meet ASTM A36. Aluminum shapes be extruded from 6061 -T6 alloy. Aluminum sheet shall be 3003 -1-114 alloy. Aluminum plate shall be 5052 -1-134 alloy. 5. Structural bolts shall be zinc coated A325 unless otherwise noted. All other fasteners shall be stainless steel or otherwise coated to prevent corrosion. 6. Anchor bolts shall be cut from A36 round stock. Exposed surfaces shall be galvanized or coated to prevent corrosion. 7. All voids between column base plate and foundation surface shall be completely filled with high strength, non - shrink grout. 8. Welds shall be made with E70xx electrodes for steel and a 4000 series filler for aluminum by persons qualified in accordance with AWS standards within the past two years. 9. Steel reinforcing bars shall conform to ASTM 615 grade 60 with deformations in accordance with ASTM A -305. Welding of reinforcing bars is prohibited. 10. This design is prototypical and should not be used for site specific applications unless deemed suitable by a competent Professional Engineer. (*I %Signtechr- 4444 Federal Blvd. San Diego CA 92102 Phone: (619) 527.61001 Fax: (619) 527.6111 www.signtechUSA.com - -- .,9NRVlYYiW lAttlllla JP Morgan Chase Bank #17179 1000 Irvine Avenue Newport Beach, CA. 92660 Date: 02/27/12 Salesperson: Arthur Navarro Coordinator: Lisa Frederick Designer kendra Dickett Scale: As noted Revisions A 0 A D .L ZL A A A A CUSTOMER APPROVAL Customer Signature Date. COPY, COLORS & SIZES Signtech does NOT provide primary electrical to sign location - RESPONSIBILITY OF OTHERS! Customer Signature Date This design is the exclusive property of Signtech and cannot be reproduced in whole or in part, without their prior written approval. Drawing Number: 12 -00228 Work Order Number: 51025 Page No. 16 R13 2' -9" d, 41-2" 26-6" 5' -0" 21- 31/2" [V 4�. ELECTRICAL FOR ca CANOPY THRU M APROACH COLUMN "? Y2 "DIA. PVC CONDUIT STUBBED UP 6" ABOVE FINISH GRADE FOR LINE POWER TO CHASE BANK SPEC CANOPY 8'- 81/2" 9'- 81/2" C/C OF COLUMNS — V- 515/16" ❑ ❑ }} r I-- 0 6-53/16" 4'- 51/16" 1'A' VATM ELECTRICAL STUB -UP INSTALLATION PLAN VIEW WHERE THE EXTREME FROST PENETRATION 30 Scale:NTS DEPTH REQUIREMENT IS GREATER THAN THE SPECIFIED DEPTH OF THIS FOUNDATION, THE FOUNDATION DESIGN SHOULD BE ALTERED TO MEET THE LOCAL FROST DEPTH REQUIREMENTS. 31/2" O.D. x.216" STEEL PIPE PROTECTION BOLLARD 42" TALL WITH DECORATIVE CAP EMBEDDED A MINIMUM OF V -011 INTO FOUNDATION & FILLED WITH CONCRETE t /2"DIA. PVC CONDUIT STUBBED UP 6" ABOVE FINISH GRADE FOR LINE POWER TO CHASE CLEARANCE BAR BANK SPEC CANOPY ELECTRICAL FOR CANOPY THRU APROACH COLUMN & r OPEN 41.1 " 26 -6 14.03 CU. YDS. OF SIDE VIEW AT INSTALLATION ELEVATION CONC.REQ'D. 29 APPROACH COLUMN Scale:l " =1' -0" 27 Scale:NTS CAN -ATM CV 5/8" DIA. s �a o� �a 0 w 0 K �m ANCHOR BOLT DETAIL 3" DEEP BASE PLATE WELLS TO BE FILLED WITH CONCRETE AFTER INSTALLATION TYR 5/8" DIA. x 30" ANCHOR BOLT WITH 3" PROJECTION FROM CONCRETE (8 REQ'D) 5/8" DIA. x 30" ANCHOR BOLT (8 REO'D) GRADE LECTRICAL C CONDUIT #5 AEBAR @ 12" O.C. EACH DIRECTION — 3" MIN. COVER 4 1 DO NOT WELD 28 SIDE VIEW AT DEPARTURE COLUMN Cale:NTS (*I %Signtechr- 4444 Federal Blvd. San Diego CA 92102 Phone: (619) 527.61001 Fax: (619) 527.6111 www.signtechUSA.com -��� WI9NRVlYYIW Pl10(IIIIY JP Morgan Chase Bank #171%9 1000 Irvine Avenue Newport Beach, CA. 92660 Date: 02/27/12 Salesperson: Arthur Navarro Coordinator: Lisa Frederick Designer kendra Dickett Scale: As noted Revisions .L 0 IL 0 2L 0 A A CUSTOMER APPROVAL Customer Signature Date. COPY, COLORS & SIZES Signtech does NOT provide primary electrical to sign location - RESPONSIBILITY OF OTHERS! Customer Signature Date This design i5 the exclusive property of Signtech and cannot be reproduce in whole or in part, without their prior written approval. Drawing Number: 12 -00228 Work Order Number: 51025 Page No. 17 R13 0 O [7 El VATM ELECTRICAL STUB -UP INSTALLATION PLAN VIEW WHERE THE EXTREME FROST PENETRATION 30 Scale:NTS DEPTH REQUIREMENT IS GREATER THAN THE SPECIFIED DEPTH OF THIS FOUNDATION, THE FOUNDATION DESIGN SHOULD BE ALTERED TO MEET THE LOCAL FROST DEPTH REQUIREMENTS. 31/2" O.D. x.216" STEEL PIPE PROTECTION BOLLARD 42" TALL WITH DECORATIVE CAP EMBEDDED A MINIMUM OF V -011 INTO FOUNDATION & FILLED WITH CONCRETE t /2"DIA. PVC CONDUIT STUBBED UP 6" ABOVE FINISH GRADE FOR LINE POWER TO CHASE CLEARANCE BAR BANK SPEC CANOPY ELECTRICAL FOR CANOPY THRU APROACH COLUMN & r OPEN 41.1 " 26 -6 14.03 CU. YDS. OF SIDE VIEW AT INSTALLATION ELEVATION CONC.REQ'D. 29 APPROACH COLUMN Scale:l " =1' -0" 27 Scale:NTS CAN -ATM CV 5/8" DIA. s �a o� �a 0 w 0 K �m ANCHOR BOLT DETAIL 3" DEEP BASE PLATE WELLS TO BE FILLED WITH CONCRETE AFTER INSTALLATION TYR 5/8" DIA. x 30" ANCHOR BOLT WITH 3" PROJECTION FROM CONCRETE (8 REQ'D) 5/8" DIA. x 30" ANCHOR BOLT (8 REO'D) GRADE LECTRICAL C CONDUIT #5 AEBAR @ 12" O.C. EACH DIRECTION — 3" MIN. COVER 4 1 DO NOT WELD 28 SIDE VIEW AT DEPARTURE COLUMN Cale:NTS (*I %Signtechr- 4444 Federal Blvd. San Diego CA 92102 Phone: (619) 527.61001 Fax: (619) 527.6111 www.signtechUSA.com -��� WI9NRVlYYIW Pl10(IIIIY JP Morgan Chase Bank #171%9 1000 Irvine Avenue Newport Beach, CA. 92660 Date: 02/27/12 Salesperson: Arthur Navarro Coordinator: Lisa Frederick Designer kendra Dickett Scale: As noted Revisions .L 0 IL 0 2L 0 A A CUSTOMER APPROVAL Customer Signature Date. COPY, COLORS & SIZES Signtech does NOT provide primary electrical to sign location - RESPONSIBILITY OF OTHERS! Customer Signature Date This design i5 the exclusive property of Signtech and cannot be reproduce in whole or in part, without their prior written approval. Drawing Number: 12 -00228 Work Order Number: 51025 Page No. 17 R13 ii 10 10 ..0-. l I Z/ i s .s .0. l I I � -------------------------- r- --------------------------------------- I o — �i —4 ' I�- O nI I I I i I n I O 6*19ntechr- 4444 Federal Blvd. San Diego CA 92102 Phone: (619) 527.61001 Fax: (619) 527.6111 www.signtechUSA.com EMBEROF IXI9NIPJlIW PlIIXI111Y f JP Morgan Chase Bank #17179 1000 Irvine Avenue Newport Beach, CA. 92660 Date: 02/27/12 Salesperson: Arthur Navarro Coordinator: Lisa Frederick Designer kendra oickett Scale: As noted Revisions A 0 A 0 2L A IL A CUSTOMER APPROVAL Customer Signature Date. COPY, COLORS & SIZES Signtech does NOT provide primary electrical to sign location - RESPONSIBILITY OF OTHERS! Customer Signature Date This design is the exclusive property Ot Signtech and cannot be reproducetl in whole or in part, without their prior written approval. Drawing Number: 12 -00228 Work Order Number: 51025 Page No. 18 R13 I I II �� z o Q 1- I ..0 -,E ..b/ 1 1 1 .Z w z w pQQ w p J > I I J U Q. N J Q U m } O (L w J Ow —U m —O — U -w - - - L - - 0 n U w W JN uj LU a s w O z r 0 >- W V - WQ O W 0OL < � o O U > p O Q O Q > U Q O Q Z U 0 x Z cc J J J 6*19ntechr- 4444 Federal Blvd. San Diego CA 92102 Phone: (619) 527.61001 Fax: (619) 527.6111 www.signtechUSA.com EMBEROF IXI9NIPJlIW PlIIXI111Y f JP Morgan Chase Bank #17179 1000 Irvine Avenue Newport Beach, CA. 92660 Date: 02/27/12 Salesperson: Arthur Navarro Coordinator: Lisa Frederick Designer kendra oickett Scale: As noted Revisions A 0 A 0 2L A IL A CUSTOMER APPROVAL Customer Signature Date. COPY, COLORS & SIZES Signtech does NOT provide primary electrical to sign location - RESPONSIBILITY OF OTHERS! Customer Signature Date This design is the exclusive property Ot Signtech and cannot be reproducetl in whole or in part, without their prior written approval. Drawing Number: 12 -00228 Work Order Number: 51025 Page No. 18 R13 AN ELECTRICIAN MUST BE ON SITE WHEN SETTING THE ATM GENERAL NOTES: I. Light pole, ATM topper, and ATM canopy may or may not be included with any specific project. Consult Chase Bank representative for information. 2. NI work Is to meet or exceed all applicable local, state, and federal building and electrical codes 3. New wire and cabling to be sized according to all applicable electrical codes and local electrical inspectors requirements. 3. Product substitutions are allowed on an equal or better basis 4. CCTV camera installation on underside of ATM canopy could be alternative or supplemental to CCTV camera installation on light pole. Check with PM. 21 0 ©Itl AN cl.F..CTRICIAN MUST 2r= 'tl 11.71nry!7a� cc- mini(' Tt.!_ +TPA Typical Island Pri scale 1/2' = 1' -0' Underground conduits to branch AN ELECTRICIAN MUST BE ON SITE WHEN SETTING THE ATM This area plus 12" in each direction to be smooth, flat and water level A T 24 225 C of ATM 21.7" F 11211 11 -4}" 211 11 -371" It U8 71 1 'l 13 IT 171 20 23 r 22 II eo 18 -- -- 19 21 mod' 1 I 15 J 16 21 _ 12 I Y3 ° I I 17 aqua width If ATM equal 3'-27111 31 2iu ATM Electrical Layout (except under branch2 car 19 or remote locations) NUM3ER LEGEND AN ELECTRICIAN MUST BE ON SITE WHEN SETTING THE ATM OI Concrete light pole base 24 "0 x 24" above ATM curb 13 1 /2"0 Liquid Tight non - metallic conduit for power from junction box to ATM topper. O3/4114 PVC conduit stubbed 6" above light pole base for CCTV camera 14 Not used on light pole. If right pole is not used, CCTV conduit to be located 10 Clearance pole (no electrical, cable, or conduit requirements) II 3/4110 Liquid TI ht flexible non - metallic conduit to transition low voltage cabling from 3/4"0 PVC conduit into bottom of ATM 12 1/2 "0 Liquid Tight flexible non - metallic conduit to transition line voltage cabling from 172 "0 PVC conduit into bottom of ATM 3/4 "0 PVC conduit for future video feed to Chose 13ank spec canopy 22 stubbed 6" above finished grade. 23 8" x 8" x 6" PVC pull box with sidewalk rated gasket top secured with screws 24 2 "0 PVC conduit for line voltage power from bank branch to ATM island. 25 2 "0 PVC conduit for low voltage cabling from bank branch to ATM island f� J M U U U LLJ IMPORTANT NOTE51 1) This layout Is to be used ONLY for island ATMs Installations away from the bank office. 5ee other documents for Information on Island ATMs as part of new construction, remotely located, and replacement Installations. 2) Electrical conduits and junction boxes must be located according to the drawings to avoid Interference with the expansion bolts securing the new Island ATM. Before concrete Is poured, check electrical conduit and junction box layout against the new ATM bolt pattern. Any Interference with the bolt pattern is to be corrected by rerouting or reposlitioning the electrical conduits and junctlons boxes as required. 3) Expansion bolts we not to be placed within three (3) Inches of a conduit or junction box unless the expansion head of the anchor bolt is below the level of the conduit or junction box within the concrete. 4) Poured-h-place concrete must be in place a minimum of seven (7) days before holes we drilled and the expansion bolts are Installed to secure the new ATM. under approach canopy column. 1/2 "0 PVC conduit to transition line voltage to PVC junction box of exit end O1/2 "0 PVC conduit stubbed 6" above light pole base for light pole power IS of ATM for ATM topper. v >= Q c` z cc 6 1/2 "0 PVC conduit for power to ATM O 1/2110 PVC conduit to light pole Fixture II "It 17 General outline of island ATM 3/4 conduit for CCTV camera on light pole. If right pole is not used, t� 5 O CCTV conduit to be located under approach canopy column. 18 it 3/4 PVC conduit for low voltage cables from low-voltage pull box transitloning into 3/4" Liquid Tight flexible non-metallic conduit under and Laurel, Maryland 20707 Phone 301/776.2577 fax 301/776.1273 O Not used. NI rights reserved. Design% aaengs and into ATM. All cables are to be continuous from bank branch to final termination. and shall remain the property of s rfty voult Ware% McorperalW ehether the 19 Chase Bank spec canopy column O Chase Bank spec canopy column wppropbte mpanwlbn to Seamy Vudl I/2 II II f PVC conduit stubbed up 6 above finish grade for Ire power to OBollard (typical of four) 20 Chose Bank spec canopy O12" wide x 12 " long x 6" deep PVC Junction box mounted flush in 2 2" wide x 4" long x 2" deep PVC junction box for power to ATM topper concrete. It is the intent NOT to use this box as a junction box. 10 Clearance pole (no electrical, cable, or conduit requirements) II 3/4110 Liquid TI ht flexible non - metallic conduit to transition low voltage cabling from 3/4"0 PVC conduit into bottom of ATM 12 1/2 "0 Liquid Tight flexible non - metallic conduit to transition line voltage cabling from 172 "0 PVC conduit into bottom of ATM 3/4 "0 PVC conduit for future video feed to Chose 13ank spec canopy 22 stubbed 6" above finished grade. 23 8" x 8" x 6" PVC pull box with sidewalk rated gasket top secured with screws 24 2 "0 PVC conduit for line voltage power from bank branch to ATM island. 25 2 "0 PVC conduit for low voltage cabling from bank branch to ATM island f� J M U U U LLJ IMPORTANT NOTE51 1) This layout Is to be used ONLY for island ATMs Installations away from the bank office. 5ee other documents for Information on Island ATMs as part of new construction, remotely located, and replacement Installations. 2) Electrical conduits and junction boxes must be located according to the drawings to avoid Interference with the expansion bolts securing the new Island ATM. Before concrete Is poured, check electrical conduit and junction box layout against the new ATM bolt pattern. Any Interference with the bolt pattern is to be corrected by rerouting or reposlitioning the electrical conduits and junctlons boxes as required. 3) Expansion bolts we not to be placed within three (3) Inches of a conduit or junction box unless the expansion head of the anchor bolt is below the level of the conduit or junction box within the concrete. 4) Poured-h-place concrete must be in place a minimum of seven (7) days before holes we drilled and the expansion bolts are Installed to secure the new ATM. ,l %Signtech- 4444 Federal Blvd. San Diego CA 92102 Phone: (619) 527.6100 / Fax: (619) 527.6111 www.signtechUSA.com ��VeJY� rYi�eY.wr\ - -- .,aNRVIYYiW bi0n11iY JP Morgan Chase Bank #17179 1000 Irvine Avenue Newport Beach, CA. 92660 Date: 02/27/12 Salesperson: Arthur Navarro Coordinator: Lisa Frederick Designer kendra oickett Scale: As noted 1A 0 CUSTOMER APPROVAL Customer Signature Dale. COPY, COLORS & SIZES Signtech does NOT provide primary electrical to sign location - RESPONSIBILITY OF OTHERS! Customer Signature Date This lesion is the exclusive orooenv of Siontel 1 Drawinq Number: 12 -00228 1 Page No. 19 R13 J N Y V O J rC <C =3 v >= Q c` z cc w Z V ■ i t� security vau It works 122 Lafayette Avenue Laurel, Maryland 20707 Phone 301/776.2577 fax 301/776.1273 Copyright © zoos Security Vault Works, Incorporated NI rights reserved. Design% aaengs and spedficatione on IneWmante of senice are and shall remain the property of s rfty voult Ware% McorperalW ehether the prejecl for ehlch they aria mode to executed or not. They are not to be weed by the Derr an other projecte or eriensione to the prejact except by agrewent In writing and Nth wppropbte mpanwlbn to Seamy Vudl Work, Incocorated Date: 12.23.09 Drawn By mgb Revisions: 0 A Drawing Number ATM.3 SVW Project Number. Cad File Name: ,l %Signtech- 4444 Federal Blvd. San Diego CA 92102 Phone: (619) 527.6100 / Fax: (619) 527.6111 www.signtechUSA.com ��VeJY� rYi�eY.wr\ - -- .,aNRVIYYiW bi0n11iY JP Morgan Chase Bank #17179 1000 Irvine Avenue Newport Beach, CA. 92660 Date: 02/27/12 Salesperson: Arthur Navarro Coordinator: Lisa Frederick Designer kendra oickett Scale: As noted 1A 0 CUSTOMER APPROVAL Customer Signature Dale. COPY, COLORS & SIZES Signtech does NOT provide primary electrical to sign location - RESPONSIBILITY OF OTHERS! Customer Signature Date This lesion is the exclusive orooenv of Siontel 1 Drawinq Number: 12 -00228 1 Page No. 19 R13 rn T B TOP VIEW 3' -5/," A FRONT VIEW 1.65 SO. FT. Scale:11 /2 " =1' -0" BOTTOM VIEW Scale:l t/2 " =1' -0" WITCH SEE SHEETS #'S 12 AND 13 FOR WIRE CHASE SPECIFICATIONS T °I rr1 MODEL PERSPECTIVE VIEW 1' -Vii 1 �„� RIGHT VIEW .49 SO. FT. Scale:11/2" = 1 '-0" T 3-5 ' r BACK VIEW 1.65 SQ. FT. Scale:11 /2 " =1' -0" F M116IRVIV191 TOP-FS-DU- -LED CHASE BRANDING = 4.28 SO. FT. (TOTAL EACH) MANUFACTURE (2) TWO ILLUMINATED TOPPER CABINETS PER DRAWING SPECIFICATIONS. TO BE INSTALL ON TOP OF EXISTING ATM MACHINE WITH DOUBLE SIDE TAPE AND SILICONE AS REQUIRED. 6igntech- 4444 Federal Blvd. San Diego CA 92102 Phone: (619) 527.61001 Fax: (619) 527.6111 www.signtechUSA.com dEJXAIIOXALIIMMOUTH JP Morgan Chase Bank #17179 1000 Irvine Avenue Newport Beach, CA. 92660 Date: 02/27/12 Salesperson: Arthur Navarro Coordinator: Lisa Frederick Designer: kendra Pickett Scale: As noted 0 D � D � D D D � CUSTOMER APPROVAL Customer Signature Date COPY, COLORS & SIZES Signtech does NOT provide primary electrical to sign location - RESPONSIBILITY OF OTHERS! Customer Signature Date This design is b te he excltlusivee d n rowo igntech and cannot ppeOoSn part, without their prior written approval. Drawing Number: 12 -00228 Work Order Number: 51025 Page No. 20 R13 TOP- FS -DU -N -LED NOTES: l.-.125" ALUM. FORMED CABINET FACE, TOP, BOTTOM WITH ROUTED OUT COPY AND SYMBOL PAINT FINISH CHASE NICKEL (MATTHEWS MP- 19891) GLOSS FINISH. 2.-.125" ALUM. HINGED ACCESS DOOR WITH ROUTED OUT COPY AND SYMBOL SECURE WITH 10 -32 S.S. SCREWS AT SIDES PAINTED TO MATCH CHASE NICKEL. PAINT FINISH CHASE NICKEL (MATTHEWS MP- 19891) GLOSS FINISH. 3: 3/4" CLEAR STEP - ROUTED PUSH THRU ACRYLIC W/ 3M #3630 -20 WHITE VINYL APPLIED FIRST SURFACE & 3M #3635 -70 DIFFUSER FILM APPLIED SECOND SURFACE 4.- 3/4" CLEAR PUSH THRU ACRYLIC W/ 3M #3632 -127 BLUE VINYL APPLIED SECOND SURFACE (TYR FRONT & BACK) 5: 3/4" CLEAR ACRYLIC PUSH -THRU OCTAGON WITH 3M VINYL #3632 - 127 \PAPPLIED SECOND SURFACE (TYR EACH SIDE) 6.-.063" FORMED ALUM. UPPER WIRECHASE WELDED TO TOPPER CABINET PAINT TO MATCH MATTHEWS #MP -19891 CHASE NICKEL GLOSS FINISH .063" FORMED ALUM. LOWER WIRECHASE(NOT SHOWN) 60" LONG SCREWED TO UPPER WIRECHASE & SECURED TO ATM MACHINE WITH 3M VHB TAPE PAINT TO MATCH MATTHEWS #MP -49353 CHASE METALLIC BLUE \P { \L *CUT TO LENGTH & INSTALL IN FIELD *} 7.- 2" ALUMINUM PIANO HINGE 8: 3/16" CLEAR ACRYLIC WITH SECOND SURFACE APPLIED 3M #3632 -127 INTENSE BLUE VINYL & 3M #3635 -70 DIFFUSER FILM 9.-.125" ALUMINUM END PAINTED "CHASE NICKEL" MATTHEWS MP- 19891, GLOSS FINISH 10.- 3/4" ALUMINUM SQUARE TUBE FACE FRAME ON BACK OF HINGED FACE PAINTED "CHASE NICKEL" MATTHEWS MP- 19891, GLOSS FINISH. INSET FRAME 3/16" FROM EGDE ON SIDES & BOTTOM. TOP TO BE FLUSH WITH EDGE. %SigntechrM 4444 Federal Blvd. San Diego CA 92102 Phone: (619) 527.61001 Fax: (619) 527.6111 www.signtechUSA.com - -- .,9NRVlYYiW lAttlllla JP Morgan Chase Bank #17179 1000 Irvine Avenue Newport Beach, CA. 92660 Date: 02/27/12 Salesperson: Arthur Navarro Coordinator: Lisa Frederick Designer kendra Dickett Scale: As noted Revisions A 0 0 .L 0 A A A A CUSTOMER APPROVAL Customer Signature Date. COPY, COLORS & SIZES Signtech does NOT provide primary electrical to sign location - RESPONSIBILITY OF OTHERS! Customer Signature Date This design i5 the exclusive property of Signtech and cannot be reproduce in whole or in part, without their prior written approval. Drawing Number: 12 -00228 Work Order Number: 51025 Page No. 21 R13 TOP- FS -DU -N -LED FRONT PERSPECTIVE VIEW �fj FRONT PERSPECTIVE VIEW W/ DOOR OPEN Scale:NTS BACK PERSPECTIVE VIEW BACK PERSPECTIVE VIEW W/ DOOR OPEN Scale:NTS Signtech - 4444 Federal Blvd. San Diego CA 92102 Phone: (619)527.61001 Fax: (619) 527.6111 www.signtechUSA.com 0�0 V�Yf1 IX@AIILLXPLYYIXtl Pt10(IIIIY JP Morgan Chase Bank #17179 1000 Irvine Avenue Newport Beach, CA. 92660 Date: 02/27/12 Salesperson: Arthur Navarro Coordinator: Lisa Frederick Designer kendra Dickett Scale: As noted Revisions 0 0 0 ZL 0 0 CUSTOMER APPROVAL Customer Signature Date COPY, COLORS & SIZES Signtech does NOT provide primary electrical to sign location - RESPONSIBILITY OF OTHERS! Customer Signature Date This design is the exclusive property of Signtech and cannot be reproducetl in whole or in part, without their prior written approval. Drawing Number: 12 -00228 Work Order Number: 51025 Page No. 22 R13 2" PIANO H' "'" 125" ALUM. TC ARa 1 "M": ALUM. USECTION VIEW SCALE 1:2 3/4 "0/4 "025" ALUMINUM TUBE (BACK FACE FRAME) 125" ALUMINUM BACK FACE PANEL (TACK WELD TO ALUMINUM TUBE) .050" FORMED PRE -COAT WHITE ALUM. LED BAFFLE TYPICAL t � .063" FORMED ALUM. POWER SUPPLY TRAY (12" LONG) PERMLIGHT BLUE NITRO\ LEDS (16 PER OCTAGON) PERMLIGHT 60 -1 DOD 1 OV LED POWER SUPPLY @ 0.59A (3 REQ'D) r � Killll !'I'll 11 11111111 11111 1 I 7 TOP VIEW PERMLIGHT BLUE NITRO LEDS (24 REQ'D) SCALE 1:12 3/4" CLEAR STEP - ROUTED PUSH THRU ACRYLIC W/ 3M #3630 -20 WHITE VINYL APPLIED FIRST SURFACE & 3M #3635 -70 DIFFUSER FILM APPLIED SECOND SURFACE SECTION VIEW PERMLIGHT 60 -100D 10V LED POWER SUPPLY @ 0.59A (3 REQ D) SCALE 1:12 E SECTION VIEW SCALE 1:2 .125" ALUMINUM PAINTED "CHASE NICKEL" MATTHEWS MP- 19891, GLOSS FINISH cH �51E 3/16" CLEAR ACRYLIC WITH SECOND SURFACE APPLIED 3M #3632 -127 INTENSE BLUE VINYL & 3M #3635 -70 DIFFUSER FILM WITH SECOND #3632 -127 INTENSE BLUE DIFFUSER FILM ORMED FLANGE SIGN TYPE I 5 ELEVATION VIEW SCALE 1:12 B SECTION VIEW SCALE 1:12 ATTACHMENT TO ATM VARIES, BASED ON MODEL. AT A MINIMUM, (4) FOUR FASTENERS SHALL BE USED SPACED AS CLOSE AS POSSIBLE TO CORNERS. INTERIOR SURFACES OF ALL ALUMINUM RETURNS & BACKS SHALL BE PAINTED SPRAYLAT STARBRITE WHITE UNLESS OTHERWISE NOTED. 3/4" CLEAR ACRYLIC PUSH -THRU OCTAGON WITH 3M VINYL #3632 -127 APPLIED SECOND SURFACE (r,,,, 1 "..I 11..,1" CHASE NICKEL MP #19891 SMOOTH GLOSS FINISH � F NOTE: (TYP 60" OA LENG CHASE METALLIC BLUE MP #49353 FINE STIPPLE SEMI -GLOSS i ]�; 050" FORMED PRE -COAT WHITE ALUM. LED BAFFLE DIVIDER ADHERE TO BAFFLE WITH STRUCTURAL ADHESIVE U 6 END VIEW SCALE 1:12 .063" FORMED ALUM. UPPER WIRECHASE WELDED TO TOPPER CABINET PAINT TO MATCH MATTHEWS #MP -19891 CHASE NICKEL GLOSS FINISH F SECTION VIEW SCALE 1:4 %SigntechrM 4444 Federal Blvd. San Diego CA 92102 Phone: (619) 527.61001 Fax: (619) 527.6111 www.signtechUSA.com -��� WI9NRVlYYIW Pl10(IIIIY JP Morgan Chase Bank #17179 1000 Irvine Avenue Newport Beach, CA. 92660 Date: 02/27/12 Salesperson: Arthur Navarro Coordinator: Lisa Frederick Designer kendra Dickett Scale: As noted Revisions A 0 A 0 2L 0 A A A A CUSTOMER APPROVAL Customer Signature Date. COPY, COLORS & SIZES Signtech does NOT provide primary electrical to sign location - RESPONSIBILITY OF OTHERS! Customer Signature Date This design is the exclusive property of Signtech and cannot be reproduce in whole or in part, without their prior written approval. Drawing Number: 12 -00228 Work Order Number: 51025 Page No. 23 R13 \ O, M � N r O - z TOP VIEW @ HEAD -ACHE BAR (HB -U) Scale: 3/4 " =1' -0" 60 -1/4" OA WIDTH 60 -1/4" OA WIDTH 5" 4 -7/1 55 -1/2" CAUTION STRIPES 6" 54 -1/4" � 1" 4" 16 -1/4" 23" CLEARANCE COPY 16- N N 1 FRONT VIEW @ HEAD -ACHE BAR (HB -U) Scale: 3/4 " =14" F— CD z LU J F— CD F-� U LU m J LU LU Cn co Ll > A cc CD C7 Y Z or z w C) Q Z J 3 LEFT SIDE VIEW Scale: 3/4 " =1' -0" a ENLARGEMENT DETAIL @ VINYL Scale: 1 " =1' -0" CLEARANCE BAR DISPLAY MANUFACTURE AND INSTALL TWO (2) NON- ILLUMINATED DRIVE UP CLEARANCE BARS PLATE: 13" x 13" x 3/4" STEEL PLATE WITH 1" DIA. MOUNTING HOLES. SEE DETAIL FOR WELDING AND ANCHORS. BAR: 4" x 6" x 1/4" STEEL RECTANGLE TUBE MITRED CUT CORNER AND 1/8" END CAP. RUBBER: HORIZONTAL CLEARANCE BAR TO HAVE 1/2" x 5" x 54 -1/4" RUBBER SAFETY BUMPER ATTACHED TO BOTTOM OF BAR. VINYL: HORIZONTAL CLEARANCE BAR TO HAVE SCOTCHLITE WHITE 680 -10 WHITE VINYL. PAINT: HORIZONTAL, VERTICAL CLEARANCE BARS, BASE PLATE, NUTS AND BOLTS PAINTED CHASE "METALLIC BLUE" MATTHEWS MP- 49353, GLOSS FINISH. (*I %Signtechr- 4444 Federal Blvd. San Diego CA 92102 Phone: (619) 527.61001 Fax: (619) 527.6111 www.signtechUSA.com -��� WI9NRVlYYIW Pl10(IIIIY JP Morgan Chase Bank #17179 1000 Irvine Avenue Newport Beach, CA. 92660 Date: 02/27/12 Salesperson: Arthur Navarro Coordinator: Lisa Frederick Designer kendra Dickett Scale: As noted Revisions A 0 A D 2L 0 A A A A CUSTOMER APPROVAL Customer Signature Date. COPY, COLORS & SIZES Signtech does NOT provide primary electrical to sign location - RESPONSIBILITY OF OTHERS! Customer Signature Date This design i5 the exclusive propert y of Signtech and cannot be reproducetl in whole or in part, without their prior written approval. Drawing Number: 12 -00228 Work Order Number: 51025 Page No. 24 R13 m 1 VERTICAL SECTION DETAIL Scale: 3 " =1' -0" HORIZONTAL 4" x 6" x 1/4" RECTANGULAR TUBE MITERED @ HORIZONTAL TUBE CONNECTION. 1/4" X 1" ROUND HEAD BOLT AND NUTSERT 1/2" x 5" x 54" RUBBER BUMPER McMASTER -CARR #8794K213 VERTICAL 4" x 6" x 1/4" RECTANGULAR TUBE MITERED @ HORIZONTAL TUBE CONNECTION. 23" C2C (TYPICAL) PLATE 13" x 13" x 3/4" WELDED TO VERTICAL 4" x 6" x 1/4" RECTANGULAR TUBE AS SHOWN. 1" (TYP. OF E 4w J a (V U U 0 1'1" PI ATF 2 TOP VIEW DETAIL @ BASE PLATE Scale: 3 " =1 -0" 1/8" 1/8" PLATE 60° 23" C2C (TYPICAL) 2" 54" TO VERTICAL 4 "x 6" 3 FRONT VIEW DETAIL @ END CAP Scale: 3 " =1' -O" (*I %SigntechrM 4444 Federal Blvd. San Diego CA 92102 Phone: (619) 527.61001 Fax: (619) 527.6111 www.signtechUSA.com MBABEF101 - -- .,9NRVlYYiW lAttlllla JP Morgan Chase Bank #17179 1000 Irvine Avenue Newport Beach, CA. 92660 Date: 02/27/12 Salesperson: Arthur Navarro Coordinator: Lisa Frederick Designer kendra Dickett Scale: As noted Revisions A 0 0 .L 0 A A A A CUSTOMER APPROVAL Customer Signature Date. COPY, COLORS & SIZES Signtech does NOT provide primary electrical to sign location - RESPONSIBILITY OF OTHERS! Customer Signature Date This design is the exclusive property of Signtech and cannot be reproduce in whole or in part, without their prior written approval. Drawing Number: 12 -00228 Work Order Number: 51025 Page No. 25 R13 A ' i i 5' - -'V 0 �,tD TUBE TO END CAP PLATE L1 /8 "THICKSTEEL 'a i - -' END CAP PLATE I 5" x 54"x 1/2" BLACK 1 NEOPRENE TUBBER 6" x 4" x 1/4" �� ; SAFETY BUMPER STEELTUBE �� BOLTED TO TUBE ' 3" x 5" x 3/8" 6 STEEL GUSST ALL STEELTO BE PRIMED & (4 REQ'D) DETAIL A MATTHEWS #MP -493 30CHASEHMETALLIC BLUE' SCALE 1 :15 GLOSS FINISH ., Ilk_ II JI 'II II 11 s N IIII ,II. M N• l l' • U U .11 II II' II a1=S_ II II II .1,.•II ,.II II J II. .tl JI • II II JI fl >ll II II I IA '• I� Ih Ih II: .It II II .p II 'd �d V 02--0' 6" x 4" x 1/4" STEELTUBE 3" x 5" x 3/8" STEEL GUSSETS (4 REQ'D) 3/4"0 x 24" LONG ANCHOR BOLT(6 REQ'D) SEE'ANCHOR BOLr DETAIL TUBE TO TUBE 45° MITER I JOINT 1/4 " -20 x 1" ROUND HEAD STAINLESS STEEL BOLT WITH STAINLESS STEEL 1/4" WASHER (3 REQ'D) -� �� 3"x 5" x 3/8" STEEL GUSSETS (4 REQ'D) PAINT TO MATCH MATTHEWS #MP -49353 `� CHASE'MTALLIC BLUE' GLOSS FINISH � i I 2.. 1 MIN. 6" x 4" x 1/4" ASTEEL TUBE i PLATE TO TUBE GUSSET TO PLATE TUBE TO GUSSET CURB 1 #5 BARS PATTERN WITOHN(4) #3 STIRRUPS @ W O.C. AT TOP 18 ", THEN 16" O.C. THEREAFTER (SEE'SECTION THRU CAISSON FOR DETAILS') 0.73 CU. YIDS OF CONCRETE REQ'D 3 /11 AT TOP AT TOP T � DETAIL SCALE 1 :15 �I �I ��Ivl 5Z" 6x 1 "THRLI No Lt` II� BASE PLATE DETAIL SCALE 1 :8 3/4" 0 x 24" LONG ANCHOR BOLT CUT FROM A36 ROUND STOCK. 2,A„ 1'V OF THREAD AT BOTTOM ■ • Z • 13" x 13" x 3/4" STEEL BASE PLATE (PAINT TO MATCH MATTHEWS #MP -49353 CHASE'MTALLIC BLUE' GLOSS FINISH) 3" STIRRUP HOOKUP TYPICAL NOTES: ANCHOR BOLTS (6 REQ'D) 13" x 13" x 3/4" STEEL 1. DESIGN IS BASED ON GUIDELINES BASE PLATE PROVIDED BY THE INTERNATIONAL (SEE BASE PLATE DETAIL) BUILDING CODE 2006 EDITION. I HIGH STRENGTH 2. FOUNDATION IS BASED ON A SAFE LATERAL SOIL BEARING PRESSURE NON - SHRINK GROUT MINIMUM OF 300 PSF PER FOOT OF s DEPTH. SOIL REPORT WAS NOT FURNISHED. ALLOWABLE BEARING PRESSURE SHOULD BE VERIFIED PRIOR TO PLACEMENT OF CONCRETE. DO NOT PLACE FOUNDATION IN FILL. 3. CONCRETE SHALL BE MIXED TO ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 300 PSI IN 28 DAYS. 4. SUPPORT MEMBER SHALL BE FREE FROM DEFECTS AND SHALL MEET ASTM A500 GRADE B WITH A MINIMUM YIELD STRENGTH OF 46000 PSI FOR TUBE. PLATE AND ANGLE X 4`X 1/4" SHALL MEET ASTM A36. TUBE 5. STRUCTURAL BOLTS SHALL BE ZINC COATED �TEEL A307 UNLESS OTHERWISE NOTED. 6. ANCHOR BOLTS SHALL BE CUT FROM A36 ROUND STOCK. EXPOSED SURFACES SHALL 1/4 -20 OPEN -END BE GALVANIZED OR COATED TO PREVENT NUT- -SERT CORROSION. (3 REQ'D) 7. ALL VOIDS BETWEEN COLUMN BASE PLATE 1 AND FOUNDATION SURFACE SHALL BE COMPLETELY FILLED WITH HIGH STRENGTH NON- SHRINK GROUT. 8. WELDS SHALL BE MADE WITH 370xx ELECTRODES BY PERSONS QUALIFIED —5" x 54" x 1/2" BLACK IN ACCORDANCE WITH AWS STANDARDS NEOPRENE TUBBER WITHIN THE PAST TWO YEARS. PARTICULAR SAFETY BUMPER CARE SHALL BE TAKEN TO PROVIDE SUFFICIENT BOLTED TO TUBE PREHEAT OF THE THICKER ELEMENT FOR THE SOUNDNESS OF THE WELD. OTHERWISE, USE 1/4" MINIMUM WELDS. 9. STEEL REINFORCING BARS SHALL CONFORM TO ASTM 615 GRADE 60 WITH DEFORMATIONS IN ACCORDANCE WITH ASTM A-405. WELDING OF FEINFORCING BARS IS PROHIBITED. 10. THIS DESIGN IS PROTOTYPICAL AND SHOULD NOT BE USED FOR SITE SPECIFIC APPLICATIONS UNLESS DEEMED SUITABLE BY A COMPETENT PROFESSIONAL ENGINEER. 11. ALL EXPOSED PAINTED SURFACES SHALL BE COATED WITH MATTHEWS #282 -208SP VOC o GLOSS CLEAR, WITH A MINIMUM 2 MILS DRY FILM r THICKNESS(DFT) PER MATTHEWS APPLICATION I I SPECIFICATIONS. 5Z" 6x 1 "THRLI No Lt` II� BASE PLATE DETAIL SCALE 1 :8 3/4" 0 x 24" LONG ANCHOR BOLT CUT FROM A36 ROUND STOCK. 2,A„ 1'V OF THREAD AT BOTTOM ■ • Z • 13" x 13" x 3/4" STEEL BASE PLATE (PAINT TO MATCH MATTHEWS #MP -49353 CHASE'MTALLIC BLUE' GLOSS FINISH) 3" STIRRUP HOOKUP TYPICAL '. TIMEWU ,l %Signtechr- 4444 Federal Blvd. San Diego CA 92102 Phone: (619) 527.6100 / Fax: (619) 527.6111 www.signtechUSA.com "I"NRVIIW PIIttIIII" JP Morgan Chase Bank #171%9 1000 Irvine Avenue Newport Beach, CA. 92660 Date: 02/27/12 Salesperson: Arthur Navarro Coordinator: Lisa Frederick Designer kendra Dickett Scale: As noted A A CUSTOMER APPROVAL Customer Signature Date. COPY, COLORS & SIZES Signtech does NOT provide primary electrical to sign location - RESPONSIBILITY OF OTHERS! Customer Signature Date This desion is the exclusive orooerty of Sicntei I Drawinq Number: 12 -00228 1 Page No. 26 R13 : a\ 3" 4. CLEAR ° s N Py 6 9� '. TIMEWU ,l %Signtechr- 4444 Federal Blvd. San Diego CA 92102 Phone: (619) 527.6100 / Fax: (619) 527.6111 www.signtechUSA.com "I"NRVIIW PIIttIIII" JP Morgan Chase Bank #171%9 1000 Irvine Avenue Newport Beach, CA. 92660 Date: 02/27/12 Salesperson: Arthur Navarro Coordinator: Lisa Frederick Designer kendra Dickett Scale: As noted A A CUSTOMER APPROVAL Customer Signature Date. COPY, COLORS & SIZES Signtech does NOT provide primary electrical to sign location - RESPONSIBILITY OF OTHERS! Customer Signature Date This desion is the exclusive orooerty of Sicntei I Drawinq Number: 12 -00228 1 Page No. 26 R13 -6" FRONT VIEW SCALE: 1 " =1' -0" NO CHASE BRANDING MANUFACTURE AND INSTALL TWO (2) NON- ILLUMINATED PARKING SIGNS 1..128' BREAKFORMED ALUMINUM SIGN FACE. PAINT FINISH TO MATCH THE OTHER ADA SIGNS COLOR. FORM AS SHOWN. 2. PAINT FINISH TO MATCH THE OTHER ADA SIGNS COLOR. 3. PAINT FINISH TO MATCH THE OTHER ADA SIGNS COLOR. 4. SUPPORT COPY TO BE 3M BLACK. 5. NOT USED 6. NOT USED 7. 3" X 3" X.1 25" ALUM. FABRICATED POST WELD .125' ALUM. FLATSTOCK TO CLOSE TRIANGLE AS SHOWN. GRIND SMOOTH. PAINT FINISH TO MATCH THE OTHER ADA SIGNS COLOR. SET SUPPORT INTO CONCRETE FOUNDATION. NO DIRECT EARTH BURIAL ALLOWED. 8. FIRST SURFACE DECORATE "DO NOT ENTER" SYMBOL WITH 3M SCOTCHLITE REFLECTIVE FILM #680 -72 RED. HORIZONTAL BAR TO BE 3M SCOTCHLITE FILM #680 -10 WHITE. #12 X 3/4" HEX - WASHER HEAD SELF - DRILLING (�) SECTION SCALE: Y =1' -0" (*I %Signtechr- 4444 Federal Blvd. San Diego CA 92102 Phone: (619) 527.61001 Fax: (619) 527.6111 www.signtechUSA.com - -- .,9NRVlYYiW lAttlllla JP Morgan Chase Bank #17179 1000 Irvine Avenue Newport Beach, CA. 92660 Date: 02/27/12 Salesperson: Arthur Navarro Coordinator: Lisa Frederick Designer kendra Dickett Scale: As noted Revisions A 0 0 .L 0 A A A A CUSTOMER APPROVAL Customer Signature Date. COPY, COLORS & SIZES Signtech does NOT provide primary electrical to sign location - RESPONSIBILITY OF OTHERS! Customer Signature Date This design i5 the exclusive property of Signtech and cannot be reproduce in whole or in part, without their prior written approval. Drawing Number: 12 -00228 Work Order Number: 51025 Page No. 27 R13 10I Reserved For 11/4' Handicapped Minimum Fine 11/4' $250 11/4' Van 1 1/4"F— Accessible FRONT VIEW SCALE: 1 " =1' -0" w w � Z_ lY or iL or F- en �I DETERMINE M A A 1.1111 1/4" THI ALUMIN FACE PA VAN ACCESSIBLE MANUFACTURE AND INSTALL ONE (1) POLE MOUNTED ADA PARKING SIGN 1..25" ALUMINUM SIGN FACE. PAINT FINISH TO MATCH THE OTHER ADA SIGNS COLOR. 2. SIGN FACE TO HAVE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND GRAPHICS PAINTED WHITE WITH REFLECTORIZED PAINT. (VERIFY BLUE AREAS) 3. SUPPORT POLE MATERIAL TO BE ALUMINUM. PAINT FINISH TO MATCH THE OTHER ADA SIGNS COLOR. EW SCALE: 1"=1'-O" ,l %Signtechr- 4444 Federal Blvd. San Diego CA 92102 Phone: (619) 527.61001 Fax: (619) 527.6111 www.signtechUSA.com �'��� WI9NRVlYYIW Pl10(IIIIY JP Morgan Chase Bank #17179 1000 Irvine Avenue Newport Beach, CA. 92660 Date: 02/27/12 Salesperson: Arthur Navarro Coordinator: Lisa Frederick Designer kendra oickett Scale: As noted 0 CUSTOMER APPROVAL Customer Signature Date. COPY, COLORS & SIZES Signtech does NOT provide primary electrical to sign location - RESPONSIBILITY OF OTHERS! Customer Signature Date This desion is the exclusive Drooerty of Slontel Number: 1 Page No. 28 R13 10" Reserved For 11/4 Handicapped 1 1/4"F— Minimum Fine 11/4' $250 FRONT VIEW SCALE: 1 " =1' -0" w w � Z_ lY or ♦L or W en �I DETERMINE IN A 1.11 1/4" THI ALUMIN FACE PA MANUFACTURE AND INSTALL ONE (1) POLE MOUNTED ADA PARKING SIGN 1..25" ALUMINUM SIGN FACE. PAINT FINISH TO MATCH THE OTHER ADA SIGNS COLOR. 2. SIGN FACE TO HAVE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND GRAPHICS PAINTED WHITE WITH REFLECTORIZED PAINT. (VERIFY BLUE AREAS) 3. SUPPORT POLE MATERIAL TO BE ALUMINUM. PAINT FINISH TO MATCH THE OTHER ADA SIGNS COLOR. EW SCALE: 1"=1'-O" ,l 5igntechr- 4444 Federal Blvd. San Diego CA 92102 Phone: (619) 527.61001 Fax: (619) 527.6111 www.signtechUSA.com �'��� WI9NRVlYYIW Pl10(IIIIY JP Morgan Chase Bank #17179 1000 Irvine Avenue Newport Beach, CA. 92660 Date: 02/27/12 Salesperson: Arthur Navarro Coordinator: Lisa Frederick Designer kendra oickett Scale: As noted 0 CUSTOMER APPROVAL Customer Signature Date. COPY, COLORS & SIZES Signtech does NOT provide primary electrical to sign location - RESPONSIBILITY OF OTHERS! Customer Signature Date This desion i5 the exclusive Drooerty of Slontel 1 Drawinq Number: 12 -00228 1 Page No. 29 R13 25" FRONT VIEW SCALE: 1" =1' -0" MANUFACTURE AND INSTALL ONE (1) INTERNALLY ILLUMINATED SET OF CHANNEL NUMBERS NUMBERS, FACE: .177" ARISTECH #7328 P -95 WHITE FLEX (MATTE SIDE TO BE 1 ST SURFACE) CHEM WELDED TO RETURNS RETURNS: 0.118" x 5" DEEP ARISTECH #6046 BLUE WITH 3635 -70 DIFFUSER VINYL ON 2ND (INTERIOR) SURFACE. BACKS: .080" ALUM BACK WITH 3/4" x.080" OUTSIDE ALUM RETURN AND 1/2" x 1/8" ALUM ANGLE CLIPS ON INTERIOR OF LETTER FOR FACE ATTACHMENT PAINT: EXTERIOR PAINTED MATTHEWS MP -00366 CHASE BLUE SEMI -GLOSS FINISH (60 -70 UNITS) AND INTERIOR PAINTED SPRAY -LAT STAR BRITE WHITE LIGHT ENHANCEMENT PAINT. ILLUMINATION : 15MM DESIGNER 71 WHITE NEON & 60MA TRANSFORMERS AS REQUIRED FOR PROPER EVEN ILLUMINATION. ELECTRICAL REQUIREMENTS FOR NEON ILLUMINATION As required by standard #2161 , Signtech Electrical Advertising, Inc., exclusively uses secondary Ground fault - Interrupted (GFI) transformers. Each Sign MUST have: - A dedicated branch circuit -Three wires : Line, Ground, and Neutral. - Wire Size : Min 12 GA THHN Copper Wire. NOTE: The gauge of the wire is dictated by the length of the run & amperage as per NEC Article 600. The ground wire must be continuous & go from the sign to the panelboard ground bus. - voltage between ground and neutral should measure no more than 3 volts. - Power to the sign must be done by a licensed electrical contractor or licensed electrician. .080" ALUM RETURN '/2" x 1/8" ALUM ANGLE CLIPS WITH CONTINUOUS FOAM GASKET AROUND PERIMETER OF LETTER .118" ARISTECH #6046 TRANSLUCENT BLUE PLEX RETURNS WITH SECOND SURFACE #3635 -70 DIFFUSER FILM CHEM WELDED TO BACK SURFACE OF #7328 WHITE FLEX FACE #10 SCREWS INTO BLUE ANCHORS (MIN 4 PER LETTER) IF DRYWALL FASCIA .080" ALUM. BACK DESIGNER 71 WHITE NEON EXISTING DRYWALL 60MATRANSFORMER ON / OFF SWITCH 7/8" RUNNING THREAD PRIMARY ELECTRICAL TO SIGN SITE BY OTHERS ELETROBITS AND RUBBER BOOTS COUNTERSUNK SCREWS #7328 P -95 WHITE PLEX FACE PAINT INTERIOR OF LETTER SPRAY -LAT "STAR BRITE" LIGHT ENHANCEMENT Y4" DIAMETER DRAIN HOLE PAINT EXTERIOR OF LETTER & SCREW HEADS MP #00366 CHASE BLUE SEMI -GLOSS FINISH SECTION DETAIL SCALE: 1 1/2 " =1' -0" (*I %Signtech - 4444 Federal Blvd. San Diego CA 92102 Phone: (619) 527.61001 Fax: (619) 527.6111 www.signtechUSA.com - -- .19AIRVlYYiW lAttlllla JP Morgan Chase Bank #17179 1000 Irvine Avenue Newport Beach, CA. 92660 Date: 02/27/12 Salesperson: Arthur Navarro Coordinator: Lisa Frederick Designer kendra Dickett Scale: As noted Revisions A 0 A D 2L ZL A A A A CUSTOMER APPROVAL Customer Signature Date. COPY, COLORS & SIZES Signtech does NOT provide primary electrical to sign location - RESPONSIBILITY OF OTHERS! Customer Signature Date This design is the exclusive property of Signtech and cannot be reproduced in whole or in part, without their prior written approval. Drawing Number: 12 -00228 Work Order Number: 51025 Page No. 30 R13 Surrounding Photos 5 5igntechrM 4444 Federal Blvd. San Diego CA 92102 Phone: (619) 527.61001 Fax: (619) 527.6111 www.signtechUSA.com �'��� WI9NRVlYYIW Pl10(IIIIY JP Morgan Chase Bank #17179 1000 Irvine Avenue Newport Beach, CA. 92660 Date: 02/27/12 Salesperson: Arthur Navarro Coordinator: Lisa Frederick Designer kendra Dickett Scale: As noted Revisions A 0 0 2L 0 A A A A CUSTOMER APPROVAL Customer Signature Date. COPY, COLORS & SIZES Signtech does NOT provide primary electrical to sign location - RESPONSIBILITY OF OTHERS! Customer Signature Date This design is the exclusive property of Signtech and cannot be reproduce in whole or in part, without their prior written approval. Drawing Number: 12 -00228 Work Order Number: 51025 Surrounding Photos Page No. 31 R13 JPMorganChase 1 0011 Charles Arbing Vice President March 5, 2012 The Irvine Company Attn: Sam Andes 100 Innovation Lane Irvine, CA 92617 Tel: 949-720-2537 Re: Chase Bank location 17179 Irvine and 17th Sign Rendering Date 02/27/2012 & Drawing #12- 00228R3, Signtech Electrical Advertising, Inc Enclosed for your review and approval is the color sign rendering package for the above referenced JPMorgan Chase Bank lease site. We will notify you if changes to this rendering are required as a result of the technical audit and /or permitting restrictions. Signtech Electrical Advertising, Inc, on behalf of JPMorgan Chase Bank (" JPMC "), will secure all necessary permits and regulatory approvals, along with assuring that all elements are manufactured and installed to applicable codes and restrictions. The assigned ) PMorgan Chase Project Manager will manage and supervise all work, including wall repairs and painting where applicable. Please indicate your approval by signing below and returning via fax to 949- 257 -4842 within ten (7) business days from the date of this letter. if you have any questions, please call me directly at 949 -458 -2014. Thank you, Charles Arbing MDRE Approved by: _ Signature: Date: Retall Reel Estate . 24085 El Toro Re— 2"' Floot, Laguna Hills. CA. 92653 relfVwine: 949.458 2014. Facsimile: 9442574847 charles.f.arbing@chase.com %Sic)ntech,M 4444 Federal Blvd. San Diego CA 92102 Phone: (619) 527.61001 Fax: (619) 527.6111 www.signtechUSA.com �cV OY� V�Yr\ - -- M@wIIwSLIMP110(IIIIw JP Morgan Chase Bank #17179 1000 Irvine Avenue Newport Beach, CA. 92660 Date: 02/27/12 Salesperson: Arthur Navarro Coordinator: Lisa Frederick Designer. kendra Dickett Scale: As noted Revisions A 0 A 0 2L ZL A IL A A CUSTOMER APPROVAL Customer Signature Date. COPY, COLORS & SIZES Signtech does NOT provide primary electrical to sign location - RESPONSIBILITY OF OTHERS! Customer Signature Date This design is the exclusive property of Signtech and cannot be reproduce in whole or in pan,. without their prior written approval. Drawing Number: 12 -00228 Work Order Number: 51025 Page No. 32 R13 Attachment No. ZA 7 Lot Line Adjustment Plans Tmp1e01 -05 -12 EXHIBIT „A„ SHEET 1 OF 2 SHEETS CITY OF NEWPORT BEACH LOT LINE ADJUSTMENT NO. LA 2012 -002 LEGAL DESCRIPTION EX15TING PARCELS PROPOSED PARCELS OWNERS AP NUMBER REFERENCE NUMBER THE IRVINE COMPANY LLG 425- OG1 -02 PARCEL 1 THE IRVINE COMPANY LLG 425- OG1 -14 PARCEL 2 PARCEL 1: LOT IG OF TRACT NO. 4824, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, PER MAP FILED IN BOOK 173, PAGE 28 OF MISCELLANEOUS MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. TOGETHER WITH THAT PORTION OF PARCEL 2 OF LOT LINE ADJUSTMENT N.B.L.L.A. 87 -4, IN SAID CITY OF NEWPORT BEACH, RECORDED OCTOBER 21, 1987 AS INSTRUMENT NO. 87- 589598 OF OFFICIAL RECORDS, IN SAID OFFICE OF THE COUNTY RECORDER, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHERLY CORNER OF SAID LOT 1G, THENCE, ALONG THE NORTHWESTERLY LINE OF SAID PARCEL 2 OF LOT LINE ADJUSTMENT N.B.L.L.A. 87 -4, NORTH 39'48'54" EAST, 10.00 FEET TO A LINE PARALLEL WITH AND 10.00 FEET NORTHEASTERLY FROM THE NORTHEASTERLY LINE OF SAID LOT IG, THENCE, ALONG SAID PARALLEL LINE, SOUTH 5910'30" EAST, 167.25 FEET TO A LINE PARALLEL WITH AND 17.25 FEET SOUTHEASTERLY FROM THE SOUTHEASTERLY LINE OF SAID LOT lG, THENCE, ALONG SAID PARALLEL LINE, SOUTH 39'48'54" WEST, IGO.00 FEET TO THE 5OUTHWE5TERLY LINE OF SAID PARCEL 2 OF LOT LINE ADJUSTMENT N.B.L.L.A. 87 -4, THENCE, ALONG SAID SOUTHWESTERLY LINE OF PARCEL 2 OF LOT LINE ADJUSTMENT N.B.L.L.A. 87 -4, NORTH 50'10'30" WEST, 17.25 FEET TO THE SOUTHERLY CORNER OF SAID LOT IG, THENCE, ALONG THE SOUTHEASTERLY LINE OF SAID LOT 1G, NORTH 39'48'54" EAST, 150.00 FEET TO THE EASTERLY CORNER OF SAID LOT IG, THENCE, ALONG SAID NORTHEASTERLY LINE OF LOT 1G. NORTH 5910'30" WEST, 150.00 FEET TO THE POINT OF BEGINNING. CONTAINING AN AREA OF O.Gll ACRES, MORE OR LESS. STANTEC CONSULTING INC. 19 TECHNOLOGY DRIVE IRVINE, CA 92618 Sta114eC 949.923.6000 s.m� V.\ 2042478245 SURMAP DWG SYMEOOO I.dwq 61612012 6:40:34 AM J.N. 2042 4713245 1 DATE: G /G /12 EXHIBIT "A„ SHEET 2 OF 2 5HEET5 CITY OF NEWPORT BEACH LOT LINE ADJUSTMENT NO. LA 2012 -002 LEGAL DESCRIPTION OWNERS EXISTING PARCELS PROP05ED PARCELS AP NUMBER REFERENCE NUMBER THE IRVINE COMPANY LLC 425- OG1 -02 PARCEL 1 THE IRVINE COMPANY LLG 425- OG1 -14 PARCEL 2 PARCEL 2: PARCEL 2 OF LOT LINE ADJUSTMENT N.B.L.L.A. 87 -4, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, RECORDED OCTOBER 21, 1987 AS INSTRUMENT NO. 87- 589598 OF OFFICIAL RECORDS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. EXCEPTING THEREFROM THAT PORTION OF SAID PARCEL 2 OF LOT LINE ADJUSTMENT N.B.L.L.A. 87 -4 DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHERLY CORNER OF LOT IG OF TRACT NO. 4824, IN SAID CITY OF NEWPORT BEACH, PER MAP FILED IN BOOK 173, PAGE 28 OF MISCELLANEOUS MAPS, IN SAID OFFICE OF THE COUNTY RECORDER, THENCE, ALONG THE NORTHWESTERLY LINE OF SAID PARCEL 2 OF LOT LINE ADJUSTMENT N.B.L.L.A. 87 -4, NORTH 39'48'54" EAST, 10.00 FEET TO A LINE PARALLEL WITH AND 10.00 FEET NORTHEASTERLY FROM THE NORTHEASTERLY LINE OF SAID LOT 1G, THENCE, ALONG SAID PARALLEL LINE, SOUTH 50'10'30" EAST, IG7.25 FEET TO A LINE PARALLEL WITH AND 17.25 FEET SOUTHEASTERLY FROM THE SOUTHEASTERLY LINE OF SAID LOT IG, THENCE, ALONG SAID PARALLEL LINE, SOUTH 39'48'54" WEST, IGO.00 FEET TO THE SOUTHWESTERLY LINE OF SAID PARCEL 2 OF LOT LINE ADJUSTMENT N.B.L.L.A. 87 -41 THENCE, ALONG SAID SOUTHWESTERLY LINE OF PARCEL 2 OF LOT LINE ADJUSTMENT N.B.L.L.A. 87 -4, NORTH 50'10'30" WEST, 17.25 FEET TO THE SOUTHERLY CORNER OF SAID LOT 1G, THENCE, ALONG THE 5OUTHEA5TERLY LINE OF SAID LOT 1G, NORTH 39'48'54" EAST, 150.00 FEET TO THE EASTERLY CORNER OF SAID LOT IG, THENCE, ALONG SAID NORTHEASTERLY LINE OF LOT IG, NORTH 5910'30" WEST, 150.00 FEET TO THE POINT OF BEGINNING. CONTAINING AN AREA OF 7.702 ACRES, MORE OR LESS. THIS LEGAL DESCRIPTION WAS PREPARED S�pNALLgN BY ME OR UNDER MY DIRECTION. ��`' f�S O. ST�dG c N0. 6066 0 * O JAMES 0. 5TEINES, P.L.5. G08G U� 9T�0F CALIFOP�\P V. ro'ects 2042478245 SURMAP DWG SYME0001.dw 61612012 6:40:34 AM PDT EXHIBIT "B" SHEET 1 OF 4 SHEETS CITY OF NEWPORT BEACH LOT LINE ADJUSTMENT NO. LA 2012 -002 MAP OWNERS EXISTING PARCELS PROPOSED PARCELS AP NUMBER REFERENCE NUMBER THE IRVINE COMPANY LLC 425 - 061 -02 PARCEL 1 THE IRVINE COMPANY LLC 425 - 061 -14 PARCEL 2 BLOCK 53 N65'45'33 "W .1.R.v. 1 / 88 (RAD) N5O *11'OG "W 595.80' N5911'06 "W in 186.00' , PARCEL 1 LG N.A.P. L15 r Z P.M.B. 4G / 431 L1O L8 ; D J (L x- 186.00' lIJ p N5911'O6 "W L17 Z C) GABRILLO Z p O CJ STREET W 1 N SEE DETAIL "B" w SHEET 3 o� w O > ,A �� An o G) o ., 06 D Q 1- P PAR ;a c' °o- co co 2ELAG2 tr in tr 2 (6.930 NET AG.) z ;'_ �� Z BEDFORD Z P�CE� L16 ft �`1 ''- LANE SEE DETAIL "A„ SHEET 2 L14 PARCEL 1 w F- — — 1 SEE DETAIL "C" _N.A.P. _ n p Oo \ � SHEET 3 r O.R. N.B.L.L.A. 83 -1 , On v 84- 007812 N SCALE: 1" = 150' PARCEL 1 1 I tr 0.611 AG. P.M.B. 52 / 42 PARCEL 1 I z I (0.61] NET AG.)I L _ N.A.P. J 82.75' _ c" 225.00' II L3 L2 L1 Uv L N5O'1O'3O" W _ _ — — _ J WESTGLIFF DRIVE LEGEND SEE SHEET 2 FOR LINE ¢ CURVE TABLES. EXISTING PARCEL LINE TO REMAIN ENO PROPOSED PARCEL LINE yy�oNAL �� ES 0. `S'F SG — — — O �Z 9c EXISTING PARCEL LINE THIS EXHIBIT WAS PREPARED BY y No. �' TO BE REMOVED OR UNDER MY DIRECTION 6088 { 0 * o J Tw$ 19 TECHC CONSULTING RIVE INC. g JAMES O STONES, P.L.S. 6086 CALIfO $lafltet IRVINE, CAO9261 949.923.6000 sm am V: ro'ects 1042478145 SURMAP DWG SYME0002.dw 61612012 6:41:36 AM I J.N.: 2042 475245 DATE: G/G/12 EXHIBIT "B" CITY OF NEWPORT BEACH LOT LINE ADJUSTMENT NO. LA 2012 -002 SHEET 2 OF 4 OWNERS EXISTING PARCELS PROPOSED PARCELS AP NUMBER REFERENCE NUMBER THE IRVINE COMPANY LLC 425- OG1 -02 PARCEL 1 THE IRVINE COMPANY LLC 425- OG1 -14 PARCEL 2 SEE I ' SHEET 1 DETAIL "A" WILY LINE N.T.S. O PARCEL 2 PARCEL 2 a 0 7.702 AC. O (6.930 NET AC.) d 550'10'30 "E 167.25' 0 N50'10'30 "W 150.00' c \ � 0 Z N -r Q Z n NE'LY LINE v �y� LOT 1G w CJ v rV !n 0 p P.O.B. I 0 co Lo Ir w Z z a ci PARCEL 1 J 3 co % ui O.Gll AG. p (0.611 NET AG.) - -> n I w O co CJ a a co tr z `n SW'LY LINE Fi 117.25' PARCEL 2 F- 142.25' 17.25' C 125.00' 82.75' v N50'10'30 "W 225.00' WE5TCLIFF DRIVE CURVE TABLE NO. RADIUS I DELTA LENGTH Cl 1GG8.00' 15'35'03" 453.69' C2 15.00' 1 90'00'00" 23.5G' G3 25.00' 1 89'59'24" 39.27' LINE TABLE NO. NO. BEARING DISTANCE Ll N44'34'30 "W 102.48' L2 N5910'30 "W 140.00' L3 N53'59'21"W 150.33' L4 N39'4B'54 "E 150.00' L5 N39'4B'54 "E 43.00' LG N50'11'OG "W 200.00' LINE TABLE NO. BEARING DISTANCE L7 N39'48'54 "E 70.00' L8 N5911'OG "W 80.00' L9 N39'48'54 "E 5.00' L10 N50'l1'OG "W 110.09' Lll N39'48'54 "E 31.50' L12 N39'4B'54 "E 90.00' L13 N50'11'OG "W G.00' L14 N50'11'OG "W 35.00' L15 N39'48'54 "E 145.83' L1G N50'11'OG "W 15.20' L17 N50'll'OG "W 30.00' L18 N5911'OG "W 134.00' L19 NG9'48'54 "E 12.12' L20 N50'11'OG "W 3.85' L21 N39'48'54 "E 25.00' L22 N50'11'OG "W 6.00' EXHIBIT "B" SHEET 3 OF 4 SHEETS CITY OF NEWPORT BEACH LOT LINE ADJUSTMENT NO. LA 2012 -002 MAP OWNERS EXISTING PARCELS PROPOSED PARCELS AP NUMBER REFERENCE NUMBER THE IRVINE COMPANY LLC 425- OG1 -02 PARCEL 1 THE IRVINE COMPANY LLC 425- OG1 -14 PARCEL 2 DETAIL "B" N.T.S. h r N.A.P. �\ L10 a� PARCEL 2 7.702 AG. Q L20 (6.930 NET AG.) LEGEND E6 (Z w co LLJ EXISTING PARCEL LINE TO REMAIN 9)o co M N O PROPOSED PARCEL LINE EXISTING PARCEL LINE Q TO BE REMOVED Z W SEE SHEET 2 FOR LINE E CURVE TABLES. `n SEE 2 SHEET 1 SEE SHEET 1 DETAIL "C' SEE SHEET 1 4 w N.T.5. w N.B.L.L.A. u�i a z 83 -1 N.A.P. PARCEL 1 O.R. 84- N50'11'OG "W 160.20' a u`0i 007812 Z N50 *11'OG "W 126.00' PARCEL 2 co .. N 7.702 AC. Q ry 0 O PARCEL 1 O J (6.930 NET AG.) o L2 v 4 0 47 2 Q a N.A.P. r W � a o� co 0 loo U tr PARCEL 2 z P.M.B. 52 / 42 a o Q $n a 7.702 AC. (6.930 NET AG.) N5911'OG "W 120.00' co� z ate• O V.• ro'ects 2042478245 SURMAP DWG SYME0003.dw 51612012 6:51:56 AM PDT EXHIBIT "B" SHEET 4 OF 4 SHEETS CITY OF NEWPORT BEACH LOT LINE ADJU5TMENT NO. LA 2012 -002 MAP OWNERS EXISTING PARCELS PROPOSED PARCELS AP NUMBER REFERENCE NUMBER THE IRVINE COMPANY LLG 425- OG1 -02 PARCEL 1 THE IRVINE COMPANY LLG 425- OG1 -14 PARCEL 2 IRVINE'S JV VIVL.IVIr B 81L."K 53 I�}} nn lri A 11 rr,IVl. I / BE IVI. r�5 G A PARCEL 1 _ _ _ – N.A.P. P. Z P.M.B. 4G / 43 10 `G I B Q 10' 1 A75' Z CABRILLO Q GAL Po 04 I %O 5TREET O �a LP 01 it Z3 Q N. PARCEL 2 _ -_ A 11 u Z B 7.7D2 �_ CJ �> 2 (6.930 NETGAG.)I �- - I I BEDFORD P P 15' LANE I > ;s r., O �� �550, q5 A PARCEL 1 I I B N.A.P. II N.B.L.L.A. 83 -1 I 15' —I O.R. 84- 00781211 L 11 PARCEL 1 I I SCALE 1" = 150' G. I P.M.B. 52 / 42-- N.A.P. I 10' LGIl AC.) G B B WE5TCLIFF DRIVE EASEMENT NOTES OF NEWPORT BEACH PUBLIC, ElCITY UTILITY EASEMENT PER TR. NO. 4824. LEGEND El GTY OF NEWPORT BEACH ACCE55 RIGHTS PER O.R. 6405 / 351. EXISTING PARCEL LINE TO REMAIN PROPOSED PARCEL LINE a SOUTHERN CALIFORNIA EDI5ON COMPANY EASEMENT PER O.R. 6712 / 781. EXISTING PARCEL LINE TO BE REMOVED COUNTY OF ORANGE AVIGATION EASEMENT PER O.R. G9G5 / 721. ( BLANKET IN NATURE ) WE5TCLIFF PLAZA SHOPPING CENTER PARKING EASEMENT PER O.R. 93- 0439383. ( BLANKET IN NATURE ) V: ro'ecfs 2042478245 SURMAP DWG SYME0004.dw 61612012 6:56:10 AM PDT EXHIBIT "C" SHEET 1 OF 1 SHEET CITY OF NEWPORT BEACH LOT LINE ADJUSTMENT NO. LA 2012 -002 SITE PLAN OWNERS EXISTING PARCELS PROPOSED PARCELS AP NUMBER REFERENCE NUMBER THE IRVINE COMPANY LLC 425- OG1 -02 PARCEL 1 THE IRVINE COMPANY LLG 425- OG1 -14 PARCEL 2 \EX. \EX. CURB/ CURB/ PARCEL 2 EX. CURB / r / LLJ PROPOSED CURB m U \ \ N Z Ln a PARCEL 1 N 0 o PROPOSED CURB \ 04 W Z _ m 1G.3' OG E 15TING BUILDING TO BE I 0 � I mm3 DEMOLISHED I 0 pa' j I Zoz u 12.9' p -Zw PROPOSED CURB I— WE5TCLIFF DRIVE SCALE: 1" = 40' LEGEND EXISTING PARCEL LINE TO REMAIN TV STANTEC CONSULTING INC. PROPOSED PARCEL LIVE 19 TECHNOLOGY DRIVE _ EXISTING PARCEL LINE StaMec IRVINE, CA 92618 949.923.6000 smm<,mo TO BE REMOVED V: ro'ects 2042478245 SURMAP DWG SYME0005.dw 61612012 6:57:46 AM J.N.: 2042 478245 DATE: G /G /12