Loading...
HomeMy WebLinkAbout3.0_Enterprise Rent-A-Car Facility Expansion_PA2017-215o��,EWP°Rr CITY OF NEWPORT BEACH PLANNING COMMISSION STAFF REPORT April 5, 2018 CqC/F00.NP Agenda Item No. 3 SUBJECT: Enterprise Rent-A-Car Facility Expansion (PA2017-215) Conditional Use Permit No. UP2017-030 SITE LOCATION: 4340 Campus Drive, 4360 Campus Drive, 4400 Campus Drive, 4500 Campus Drive, 4341 Birch Street, and 4361 Birch Street APPLICANT: Enterprise Rent A Car Company of Los Angeles, LLC OWNER: Saunders Property Company PLANNER: Benjamin M. Zdeba, AICP, Associate Planner 949-644-3253, bzdeba@newportbeachca.gov PROJECT SUMMARY The applicant proposes to expand the existing Enterprise Rent-A-Car facilities located at 4500 Campus Drive and 4361 Birch Street ('Project'). The Project includes the following: (1) demolishing three existing office buildings (38,620 square feet in total) at 4340 Campus Drive, 4400 Campus Drive, and 4341 Birch Street; (2) remodeling of an existing approximately 11,682 -square -foot office building to create a vehicle service center, hand car wash, personal offices, and vehicle parts storage; (3) grading and paving with installation of perimeter security fencing and walls, landscaping, and exterior lighting; and (4) striping and reconfiguring of paved areas to create 91 customer and employee parking spaces and approximately 810 stacked parking spaces for vehicle storage. The existing barriers between each of the lots will be removed to allow vehicle circulation without having to utilize the surrounding public right-of-way. RECOMMENDATION 1) Conduct a public hearing; 2) Find this project exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15302 (Class 2 — Replacement and Reconstruction) and Section 15303 (Class 3 — New Construction or Conversion of Small Structures) of the CEQA Guidelines, because it has no potential to have a significant effect on the environment; and 3) Adopt Resolution No. PC2018-014 approving Conditional Use Permit No. UP2017- 030 (Attachment No. PC 1). 1 9 LOCATION GENERAL PLAN ZONING CURRENT USE Airport Office and Supporting Enterprise Rent-A-Car facility, ON-SITE Uses (AO) Office Airport (OA) multi -tenant office buildings NORTH AO OA Multi -tenant office buildings SOUTH AO OA Multi -tenant office buildin s EAST Mixed -Uses Horizontal (MU- H2 Newport Place Planned Community PC -11 The Radisson Hotel WEST N/A N/A John Wayne Airport V� QP �. INTRODUCTION Project Setting and Background The project site is 377,050 square feet in area (approximately 8.66 acres) and is located 100 feet to the east of John Wayne Airport. It is comprised of six separate properties that are topographically flat and mostly rectangular. 4340 Campus Drive, 4360 Campus Drive, 4400 Campus Drive, and 4341 Birch Street are each developed with individual office buildings totaling approximately 50,502 square feet in gross floor area. Fences, walls and other site improvements currently separate the properties and each maintains its own vehicular access by driveways on Campus Drive and Birch Street. In 1993, the Planning Commission approved Use Permit No. UP3512 to allow a vehicle rentals facility at 4361 Birch Street. In 2014, the Planning Commission approved Conditional Use Permit No. UP2014-025 to allow an expansion of the existing vehicle rentals facility onto the adjoining 4500 Campus Drive site. The expanded facility commenced operation in 2015. Figure 1, showing the project setting and its composition. 5 Several vehicle rental facilities, including Enterprise Rent-A-Car, operate within the airport area. They typically use more than one property to service and store their rental vehicle inventory since there is not enough capacity on-site at John Wayne Airport. Rental vehicles are generally transported from the off-site storage lots to the airport allowing customers to pick up the vehicles upon arrival rather than at the off-site vehicle rental facility. Since rental vehicles are not always returned to their original location, transport trucks are utilized to restock the storage facilities. Other vehicle rental facilities within the area do not have dedicated offloading areas due to small lots or other site constraints. This persistent problem has been identified by the City's Public Works Department as well as the Police Department as an illegal and unsafe condition. As part of the prior review under Conditional Use Permit No. UP2014-025 and construction in 2015, Enterprise established dedicated loading and unloading areas to help prevent obstructions within the public right-of-way. The City's Code Enforcement Division has not issued any warnings or citations to the existing facility. Project Description The applicant proposes to expand the existing vehicle rental facility at 4500 Campus Drive and 4361 Birch Street onto four lots that abut the facility to the west. The following describes the proposed work on each lot to create the expanded facility. A detailed description and project plans are included as Attachment Nos. PC 2 and PC 4, respectively. 4340 Campus Drive M Demolition of an existing two-story, 14,500 -square -foot office building and all existing improvements. The site will be regraded and paved to create surface parking and additional areas for vehicle circulation. Renovation of the existing 11,682 -square -foot building into a vehicle service center, hand car wash area, vehicle parts storage, and personal offices. Other areas will be regraded and paved to create su cearking and additional areas for vehicle circulation. "M I I Demolition of an existing 9,800 -square -foot office building and all existing improvements. The site will be regraded and paved to create surface parking and additional areas for vehicle circulation. 4341 Birch Street Demolition of an existing two-story, 14,320 -square -foot office building and all existing improvements. The site will be regraded and paved to create surface parking and additional areas for vehicle circulation. The existing service center will be remodeled to remove service bays and increase carwash areas. The fuelin area will remain. One drivewaapproach will be removed and plugged. II No changes proposed. 0 In summary, 38,620 square feet of commercial office buildings will be demolished and the lots will be regraded and paved to accommodate 91 employee and visitor surface parking spaces and approximately 810 stack parking spaces for vehicle storage. The existing barriers between each of the lots will be removed to allow vehicle circulation without having to utilize the surrounding public right-of-way. Exhibits showing the proposed circulation patterns are provided as Attachment No. PC 3. As proposed, the properties will be designed such that they are a single, cohesive operation within which rental vehicles can circulate to be maintained, washed, and refueled for distribution to customers traveling through the nearby John Wayne Airport. Customers will also have the ability to rent vehicles directly on-site primarily from the exotic vehicles and motorcycles components. The proposed hours of operation for the retail component are 8 a.m. to 6 p.m., Monday through Friday, and 9 a.m. to 2 p.m. on Saturday. The overall facility will generally operate from 5 a.m. to 11 p.m., daily, such that it complements flight times at John Wayne Airport. DISCUSSION Analysis General Plan Consistency The subject properties are located within the General Plan Statistical Area L4 and have a land use designation of Airport Office and Supporting Uses (AO). The AO designation is intended to provide for the development of properties adjoining the John Wayne Airport for uses that support or benefit from airport operations. Vehicle rentals facilities are permitted and encouraged uses within this land use designation. The applicable General Plan Land Use Policies follow: o Policy LU 6.15.24 (Primary Uses) — Automobile rental facilities should be accommodated within the AO designation subject to discretionary review. o Policy LU 6.15.26 (Automobile Rental and Supporting Uses) — The City should work with automobile rental and supporting uses to support the consolidation and visual improvement of auto storage, service, and storage facilities. o Policy LU 6.15.27 (Site Planning and Architecture) — Properties within the Campus tract should upgrade street frontages with landscape, well-designed signage, and other amenities to improve the area's visual quality. The proposed project is the expansion of an existing vehicle rental facility onto adjacent properties. The existing facility operates under Conditional Use Permit No. UP2014-025. The proposed expansion requires review and approval of a new conditional use permit (i.e., discretionary review). 7 Under the current operation, exotic vehicles are taken off-site for detailing and the demand for rental vehicles is increasing as airport traffic also increases. Expansion of the facility to accommodate additional service areas and vehicle storage will help to prevent future storage at off-site locations within the John Wayne Airport area. The proposed project will also create a hand car wash area to allow for on-site detailing of vehicles. As such, the proposed project will help to ensure continuance of a consolidated operation consistent with General Plan Land Use Policy LU 6.15.26. Furthermore, the proposed project will replace older commercial office developments on Campus Drive and Birch Street with new improvements that are designed to be harmonious with the airport area. The frontage along Campus Drive will be adequately landscaped to beautify the setback area adjacent to the street and soften the perimeter security walls consistent with General Plan Land Use Policy LU 6.15.27. Zoning Code Consistency The properties are located within the Office Airport (OA) Zoning District. Pursuant to NBMC Section 20.20.020(A), Table 2-4 (Allowed Uses and Permit Requirements), Vehicle Rentals are permitted within this zoning district subject to the approval of a conditional use permit. Pursuant to Zoning Code Section 20.52.020 (Conditional Use Permits and Minor Use Permits), an application for a conditional use permit is subject to review by the Planning Commission, which may approve or conditionally approve the project if facts are found to make the findings required for approval. Use Permit Findings In accordance with Zoning Code Section 20.52.020.F, the Planning Commission must make the following findings for approval for a conditional use permit: 1. The use is consistent with the General Plan and any applicable specific plan. 2. The use is allowed within the applicable zoning district and complies with all other applicable provisions of the Zoning Code and the Municipal Code. 3. The design, location, size, and operating characteristics of the use are compatible with the allowed uses in the vicinity. 4. 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. 5. 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, safety, or general welfare of persons residing or working in the neighborhood of the proposed use. I As indicated previously, the proposed project will improve upon an existing and allowed use within the OA Zoning District that is encouraged by several policies within the Land Use Element of the General Plan. The design of the project site will increase efficiency while helping to prevent a future need for off-site vehicle storage locations and will further consolidate the Enterprise Rent-A-Car operations. Adequate parking is provided on the project site and the areas dedicated to vehicle transport truck loading and unloading will continue to help alleviate a longstanding issue with the vehicle rental facilities utilizing the roadway. Front setback areas will be improved with landscaping and security walls, which will help to screen and buffer the vehicles from the public right-of-way. All proposed landscaping is compliant with NBMC Chapter 14.17 (Water -Efficient Landscaping). The City Traffic Engineer has reviewed access and circulation and finds the site appropriately designed for the intended use. Condition of Approval No. 6 in the Draft Resolution (Attachment No. PC 1) requires all employees to park on-site and Condition of Approval No. 7 prohibits any form of vehicle transport truck or hauler from loading or unloading within the public right-of-way. As conditioned, the operation will be compatible with uses in the vicinity and will be an overall improvement to vehicle rental operations within the airport area. Staff believes the findings for approval can be made and facts in support of the required findings are presented in the draft resolution for approval (Attachment No. PC 1). Alternatives 1. The Planning Commission may suggest specific project modifications or operational changes that are necessary to alleviate concerns. If the changes are substantial, the item should be continued to a future meeting to allow redesign of the project. 2. If the Planning Commission believes that there are insufficient facts to support the findings for approval, the Planning Commission should deny the application request in which case, Conditional Use Permit No. UP2014-025 will remain in effect unless action is taken to revoke this permit. A draft resolution for denial is provided as Attachment No. PC 5. Environmental Review This project is categorically exempt pursuant to Title 14 of the California Code of Regulations (Sections 15302 and 15303, Article 19 of Chapter 3, Guidelines for Implementation of the California Environmental Quality Act) under Class 2 (Replacement and Reconstruction) and Class 3 (New Construction or Conversion of Small Structures). The Class 2 exemption consists of replacement or reconstruction of existing structures and facilities where the new structure will be located on the same site as the structure replaced and will have substantially the same purpose and capacity as the structure 0 replaced. The proposed Project includes the demolition of 36,953 square feet of commercial office space with continued use of approximately 11,682 square feet of commercial space and a larger parking area for Enterprise Rent-A-Car. Based on information provided by the Applicant, the City Traffic Engineer has determined that traffic generation associated with the renovated commercial space and vehicle rental operation is expected to generate less average daily trips ("ADT") than the previous commercial office development. The Class 3 exemption consists of the conversion of existing small structures from one use to another where only minor modifications are made in the exterior of the structure. The Project will repurpose an existing approximately 11,682 -square -foot commercial office building as a vehicle service center with three bays, a hand car wash, private offices, and vehicle parts storage. The exterior of the commercial office building remains intact with exception of cosmetic upgrades. Public Notice Notice of this hearing was published in the Daily Pilot, 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 before the scheduled meeting, consistent with the provisions of the Municipal Code. Additionally, the item appeared on the agenda for this meeting, which was posted at City Hall and on the City website. Prepared by: Pena i - `0 , 'rim ATTACHMENTS Submitted by: �TVJC Jim Campbell Deputy Community Development Director PC 1 Draft Resolution for Approval PC 2 Applicant's Project Description and Justification PC 3 Site Circulation Maps PC 4 Project Plans PC 5 Draft Resolution for Denial :\Users\PLN\Shared\PA's\PAs - 2017\PA2017-215\PC 04-05-2018\PA2017-215 PC04052018_Staff Report _hmz.docz 01/12/18 10 Attachment No. PC 1 Draft Resolution for Approval 11 12 ORESOLUTION NO. PC2018-014 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF NEWPORT, CALIFORNIA BEACH APPROVING CONDITIONAL USE PERMIT NO. UP2017-030 FOR A VEHICLE RENTAL FACILITY USE LOCATED AT 4340 CAMPUS DRIVE, 4360 CAMPUS DRIVE, 4400 CAMPUS DRIVE, 4500 CAMPUS DRIVE, 4341 BIRCH STREET, AND 4361 BIRCH STREET, AND REPEALING CONDITIONAL USE PERMIT NO. UP2014-025 (PA2017-215) THE PLANNING COMMISSION OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: �yx.>tri•�►�r��r_�ra�aa.rr<•»y_�.�r,-a An application was filed by Enterprise Rent A Car Company of Los Angeles, LLC ("Applicant'), with respect to properties located at 4340 Campus Drive, 4360 Campus Drive, 4400 Campus Drive, 4500 Campus Drive, 4341 Birch Street, and 4361 Birch Street ("Properties"), and legally described as Lot 29 of Tract No. 3201, Lot 30 of Tract No. 3201, Lot 31 of Tract No. 3201, Parcel 1 as shown on a map filed in Book 60, Page 22 of Parcel Maps in the Office of the County Recorder, Lot 6 of Tract No. 5169, and Parcel 1 as shown on Lot Line Adjustment No. 93-5, respectively, requesting approval of a conditional use permit. 2. The Applicant proposes to expand the existing Enterprise Rent-A-Car facilities located at 4500 Campus Drive and 4361 Birch Street ("Project'). The Project includes the following: (1) demolishing three existing office buildings (38,620 square feet in total) at 4340 Campus Drive, 4400 Campus Drive, and 4341 Birch Street; (2) remodeling of an existing approximately 11,682 -square -foot office building to create a vehicle service center, hand car wash, personal offices, and vehicle parts storage; (3) grading and paving with installation of perimeter security fencing and walls, landscaping, and exterior lighting; and (4) striping and reconfiguring of paved areas to create 91 customer and employee parking spaces and approximately 810 stacked parking spaces for vehicle storage. The existing barriers between each of the lots will be removed to allow vehicle circulation without having to utilize the surrounding public right-of-way. 3. The Properties are designated Airport Office and Supporting Uses (AO) by the General Plan Land Use Element and are located within the Office Airport (OA) Zoning District. 4. The Properties are not located within the coastal zone. 5. A public hearing was held on April 5, 2018, in the Council Chambers located at 100 Civic Center Drive, Newport Beach. A notice of time, place and purpose of the hearing was given in accordance with the Newport Beach Municipal Code ("NBMC"). Evidence, both written and oral, was presented to, and considered by, the Planning Commission at this hearing. i3 SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION. This Project is exempt from the California Environmental Quality Act ("CEQA") pursuant to Section 15302 under Class 2 (Replacement and Reconstruction) and Section 15303 under Class 3 (New Construction or Conversion of Small Structures) of the CEQA Guidelines, California Code of Regulations, Title 14, Chapter 3, because it has no potential to have a significant effect on the environment. 2. The Class 2 exemption consists of replacement or reconstruction of existing structures and facilities where the new structure will be located on the same site as the structure replaced and will have substantially the same purpose and capacity as the structure replaced. The proposed Project includes the demolition of 38,620 square feet of commercial office space with continued use of approximately 11,682 square feet of commercial space and a larger parking area for Enterprise Rent-A-Car. Based on information provided by the Applicant, the City Traffic Engineer has determined that traffic generation associated with the renovated commercial space and vehicle rental operation is expected to generate less average daily trips ("ADT') than the previous commercial office development. 3. The Class 3 exemption consists of the conversion of existing small structures from one use to another where only minor modifications are made in the exterior of the structure. The Project will repurpose an existing approximately 11,682 -square -foot commercial office building as a vehicle service center with three bays, a hand car wash, private offices, and vehicle parts storage. The exterior of the commercial office building remains mostly intact. SECTION 3. REQUIRED FINDINGS. In accordance with NBMC Section 20.52.020(F) (Required Findings), the following findings and facts in support of such findings 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 purpose and intent of the AO General Plan Land Use Element category is to provide for the development of properties adjoining the John Wayne Airport for uses that support or benefit from airport operations. The proposed Project is compatible with other uses in the vicinity and will both support and benefit from the airport operations because it will provide rental vehicles for airport users. 2. Three General Plan Land Use Element Policies relate to this Project: a. Land Use Element Policy LU 6.15.24 (Primary Uses) indicates that automobile rental facilities should be accommodated within the AO designation subject to discretionary review. M Land Use Element Policy LU 6.15.26 (Automobile Rental and Supporting Uses) states that the City should work with automobile rental and supporting uses to promote the consolidation and visual improvement of auto storage, service, and storage facilities. The proposed Project will expand the existing Enterprise Rent- A-Car facility onto the abutting properties to the west, effectively consolidating the operation to a more concise project site. The additional stacked vehicle parking areas will help to prevent future needs for off-site vehicle storage.. Aesthetic upgrades to the perimeter of the Project site including decorative walls and landscaping will help to lessen the visual blight of vehicle storage and will serve as an overall improvement to the area. c. Land Use Element Policy LU 6.15.27 (Site Planning and Architecture) indicates properties within the Campus Tract should upgrade street frontages with landscape, well-designed signage, and other amenities to improve the area's visual quality. The proposed Project includes significant landscaped areas within the front setback and a continuous system of matching block walls to help buffer and blend the Project site into the visual character of the neighborhood. 3. The Properties are 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 the Zoning Code and the Municipal Code. Facts in Support of Finding: The Project site is located within the OA Zoning District. The OA Zoning District is intended to provide for areas appropriate for the development of properties adjoining the John Wayne Airport for uses that support or benefit from airport operations. The proposed Project is compatible with other uses in the vicinity and will both support and benefit from airport operations by providing rental vehicles to airport users. 2. Vehicle/Equipment Rentals and Sales is a permitted use within the OA Zoning District subject to the approval of a conditional use permit. 3. The existing facility operates under Conditional Use Permit No. UP2014-025, which was approved by the Planning Commission on November 6, 2014. The proposed Project is an expansion of the existing use, which requires the review and approval of a new conditional use permit (i.e., an amendment). 4. NBMC Section 20.40.040 (Off -Street Parking Spaces Required) requires one parking space per 1,000 square feet of lot area for a Vehicle/Equipment Rentals and Sales use. The Properties total approximately 377,050 square feet in area. The Project is designed with approximately 932 parking spaces on-site, which far exceeds the required amount (377,050 square feet / 1,000 square feet = 378 parking spaces). 15 5. The Project includes approximately 14,514 square feet of landscaped area, which is designed to comply with NBMC Chapter 14.17 (Water -Efficient Landscaping) and NBMC Section 20.40.070 (Development Standards for Parking Areas). Conditions of Approval Nos. 11 and 12 require the submittal of a final landscape package prior to building permit issuance and help to ensure landscaping and irrigation comply with applicable standards and are well maintained. 6. Although a photometric survey has not yet been provided, Conditions of Approval Nos. 14 and 15 are included to require the dimming of excessively illuminated areas and the preparation of a photometric study prior to building permit issuance. 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 Project site is located 100 feet east of John Wayne Airport and is bound between Campus Drive and Birch Street. The proposed use primarily services travelers of the airport and its proximity helps to make it an ideal location while minimizing traffic impacts to the surrounding area. Customers may visit the site directly; however, this on-site component is a small part of the overall operation. 2. Surrounding properties are developed with single- and two-story commercial office buildings occupied primarily by business office, professional and administrative office, and personal service uses. Other vehicle rental facilities are also nearby. 3. The improvements occurring to the surface parking area, inclusive of the dedicated vehicle transport truck loading and unloading areas, will improve compatibility with the existing and allowed uses in the vicinity. 4. Repurposing the existing commercial office building to a vehicle service center with three service bays and a hand car wash will improve the efficiency of the operations for the existing vehicle rentals facility use. 5. To help ensure continued compatibility conditions of approval are included to approval include, but are not limited to: with other commercial uses in the area, restrict the operation. These conditions of a. Condition of Approval No. 6 requires all employees to park on-site. b. Condition of Approval No. 7 requires all vehicle transport trucks or hauler of any kind to load and unload within designated areas on the private property and off the public right-of-way. 10 c. Conditions of Approval Nos. 14 and 15 limit the outdoor lighting proposed for the facility and help to ensure there is no light spillage or glare onto adjacent properties or on the public right-of-way. d. Conditions of Approval Nos. 17 and 18 restrict facility noise generation and help to ensure compliance with NBMC Chapter 10.26 (Community Noise Control). 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. Facts in Support of Finding: The Project site is comprised of 4340 Campus Drive, 4360 Campus Drive, 4400 Campus Drive, 4500 Campus Drive, 4341 Birch Street, and 4361 Birch Street, which total approximately 8.66 acres in area. The proposed Project involves the demolition of three existing commercial office buildings totaling 36,953 square feet in gross floor area. The demolished sites will be regraded and paved. Improvements will be made to create customer and employee parking areas with 91 parking spaces. The improvements also will include a large vehicle storage area consisting of stacked parking totaling approximately 810 parking spaces, as well as transport truck offloading areas. 2. Public access is provided to the Project site by existing driveway approaches on Campus Drive. Adequate emergency vehicle access is incorporated into the Project design. Conditions of approval are included to help ensure compliance with emergency vehicle access requirements. The final plans will be reviewed by the Fire Department. 3. The Project site is currently developed with an existing vehicle rentals facility and individual commercial office buildings. The proposed demolition of approximately 36,953 square feet of existing commercial office buildings and replacement with surface parking areas will likely have a net decrease in the use of utilities and public services. The City currently serves the site with water and sewer via mains that run through easements along the Campus Drive and Birch Street easements. The Gas Company and Southern California Edison will continue to service the site through existing connections. 4. Conditions of approval are included to ensure all 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, safety, or general welfare of persons residing or working in the neighborhood of the proposed use. 17 Facts in Support of Finding: 1. A vehicle rentals facility has been in operation at 4361 Birch Street since the early 1990s. The expanded operation at 4500 Campus Drive has been in operation since 2015, under Conditional Use Permit No. UP2014-025. This use has not proven detrimental to the area, and has demonstrated it is compatible with the neighboring commercial uses. 2. The proposed Project will consolidate the area operations onto a single site and will provide dedicated areas for vehicle transport trucks to load and unload on private property, as opposed to within the public right-of-way. 3. See Fact in Support of Finding C(5) above. SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: 1. The Planning Commission of the City of Newport Beach hereby approves Conditional Use Permit No. UP2017-030 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 14 days following the date this Resolution was adopted unless within such time an appeal is filed with the City Clerk in accordance with the provisions of NBMC Title 20 Planning and Zoning. 3. This resolution repeals Conditional Use Permit No. UP2014-025 and Planning Commission Resolution No. 1960, which upon vesting of the rights authorized by Conditional Use Permit No. UP2017-030, shall become null and void. PASSED, APPROVED, AND ADOPTED THIS 5TH DAY OF APRIL, 2018. AYES: NOES: ABSTAIN: ABSENT: BY: CM Peter Koetting, Chairman Erik Weigand, Secretary M EXHIBIT "A" CONDITIONS OF APPROVAL (project -specific conditions of approval are italicized) Planning Division 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. Conditional Use Permit No. UP2017-030 shall expire unless exercised within 24 months from the date of approval as specified in NBMC Section 20.54.060, unless an extension is otherwise granted. 3. The Project is subject to all applicable City ordinances, policies, and standards, unless specifically waived or modified by the conditions of approval. 4. 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 Conditional Use Permit. 5. This Conditional Use Permit may be modified or revoked by the Planning Commission should they 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 properties are operated or maintained so as to constitute a public nuisance. 6. All employees shall park on-site. 7. The loading and unloading of all vehicles from any form of truck or hauler shall be conducted on-site and shall not impact the traffic flow on any public right-of-way. 8. Any change in operational characteristics, expansion in area, or other changes to the approved plans, shall be reviewed by the Planning Division and may require an amendment or the processing of a new conditional use permit. 9. A copy of the Resolution shall be incorporated into the Building Division and field sets of plans prior to issuance of the building permits. 10. 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 file. The plans shall be identical to those approved by all City departments for 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 Conditional Use Permit and shall highlight the approved elements such that they are readily discernible from other elements of the plans. 19 11. Prior to the issuance of a building permit, the Applicant shall submit a landscape and irrigation plan prepared by a licensed landscape architect. These plans shall incorporate drought tolerant plantings and water efficient irrigation practices, and the plans shall be approved by the Planning Division. The plan shall meet the applicable requirements of the Water Efficient Landscape Ordinance (NBMC Chapter 14.17). 12. All landscape materials and irrigation systems shall be installed in accordance with the approved landscape plan. All landscaped materials shall be maintained in a neat, healthy, growing condition and shall receive regular pruning, fertilizing, and trimming to maintain that appearance. Without limiting the generality of the foregoing, the landscape plan depicts all perimeter fencing being screened by landscaping. That screening is an important aspect of the appearance of the site from outside the site and therefore such screening shall at all times be maintained in such a condition that it performs its intended purpose. 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. 13. All remaining buildings shall be remodeled in a manner such that they are compatible with the design of the existing facility at 4500 Campus Drive (e.g., paint colors, window treatments, etc.) and in substantial conformance with the approved plans. Final design is subject to the review and approval of the Community Development Director prior to the issuance of building permits. 14. If at any time the Director of Community Development determines the illumination creates an unacceptable negative impact on surrounding land uses or environmental resources, the Director may order the dimming of light sources or other remediation. 15. Prior to the issuance of a building permit, the Applicant shall prepare a photometric study in conjunction with a final lighting plan for approval by the Planning Division. The study shall show that lighting values at all property lines will not negatively impact neighbors. 16. Prior to the issuance of a building permit, Applicant shall pay any unpaid administrative costs associated with the processing of this application to the Planning Division. 17. No outside paging system shall be utilized in conjunction with this establishment. 18. All noise generated by the proposed use shall comply with the provisions of NBMC Chapter 10.26 or its successor section and other applicable noise control requirements. 19. Should any of the Properties 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. 20. 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. 20 The trash enclosure shall have a decorative solid roof for aesthetic and screening purposes. 21. The exterior of the business shall be maintained free of litter and graffiti at all times. The owner or operator shall provide for daily removal of trash, litter debris and graffiti from the premises and on all abutting sidewalks within 20 feet of the premises. 22. 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). 23. Deliveries and refuse collection for the facility shall be prohibited between the hours of 10 p.m. and 7 a.m., daily, unless otherwise approved by the Director of Community Development, and may require an amendment to this Use Permit. 24. All storage shall be screened from the public right-of-way. 25. 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 the Enterprise Rent-A-Car Facility including, but not limited to, Conditional Use Permit No. UP2017-030 (PA2017-215). 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 26. All emergency vehicle access gates shall have a lock approved by the Newport Beach Fire Department. Where gates are electrically operated, an approved key switch and an approved remote opening device shall be installed and maintained operational always or locked in the open position until operational. All gates located on the properties shall be accessible by Fire Department personnel. 27. The minimum width of any gate or opening required as a point of access shall not be less than 14 feet in unobstructed width. The minimum width may be increased depending on the length of the approach. 21 28. All vehicles within the showroom shall have all batteries disconnected and the fuel in fuel tanks cannot exceed one-quarter tank or five gallons (whichever is least). Vehicle fuel tanks and fill openings shall be closed and sealed to prevent tampering. 29. Fire Department access shall meet the requirements of Newport Beach Fire Department Guideline C.01. Fire Department access shall have the capacity to support 72,000 pounds. 30. Fire Department connection ("FDC") shall be on the address side of the building and a minimum of 30 feet from the beginning of the radius for the driveway approach near the access roadway. FDC shall be no more than 100 feet from a public hydrant. 31. Fire access is required to be located within 150 feet of all portions of the structure. 32. The existing fire hydrant locations shall be reviewed by the Fire Department and an onsite fire hydrant may be required. 33. The fueling station addition shall comply with California Fire Code ("CFC") Sections 2304, 2305, 2306, and 406.7.2. 34. All proposed fencing shall not obstruct the existing fire hydrants from the existing and proposed structures. 35. The proposed garage may be a change of occupancy from the current use and will need to meet all applicable CFC requirements. Building Division 36. The Applicant is required to obtain all applicable permits from the City's Building Division and Fire Department. The construction plans must comply with the most recent, City - adopted version of the California Building Code. The construction plans must meet all applicable State Disabilities Access requirements. 37. All separate detached structures that are to be demolished shall have a separate demolition permit. 38. Accessible parking shall be provided and an accessible path of travel from the public right- of-way shall be provided to the entrance of the building. 39. Any building containing vehicles as a showroom shall be classified as a B occupancy. 40. 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 or maintain at least two feet of freeboard. 22 • Pave or apply water four times daily to all unpaved parking or staging areas. • Sweep or wash 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. Emissions • 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 carpooling for construction workers. • Limit lane closures to off-peak travel periods. • Park construction vehicles off traveled roadways. • Wet down or 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. 41. Prior to the issuance of gradin q permits, a Storm Water Pollution Prevention Plan ('SWPPP") and Notice of Intent ("NO]") 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 Applicant will provide the City with a copy of the NO[ 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. 42. Prior to the 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 shall provide appropriate Best Management Practices ("BMPs") to ensure that no violations of water quality standards or waste discharge requirements occur. 43. Prior to the issuance of gradinq permits, the Applicant shall prepare and submit a geotechnical report to the Building Division. 44. Prior to the issuance of grading permits, a drainage and hydrology study shall be submitted to the Building Division. 45. 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, 23 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 Department 46. The existing driveway located at 4361 Birch Street shall be abandoned per City Standard STD -165-L. 47. The rolling gate at the northern employee parking area shall remain open during all hours that employees are on-site and shall be opened at least 15 minutes prior to the first shift change. Vehicle queuing at this entry that would obstruct any portion of the public right-of-way is prohibited. Should problems resulting from the rolling gate arise and persist, the rolling gate may be required to be removed at the discretion of the City's Traffic Engineer. 48. An encroachment permit shall be required for all work within the public right-of-way. 49. All water services not used as part of this development shall be abandoned at the water main. 50. All sewer laterals not used as a part of this development shall be capped at the property line. 51. A sewer cleanout shall be installed on the sewer lateral to be used for this development and shall be constructed per City Standard STD 406-L. 52. The final parking layout shall be reviewed and approved by the City Traffic Engineer. This parking lot layout shall show all striping and shall be fully dimensioned and shall demonstrate a minimum of four (4) vehicle transport trucks can be parked and unloaded on the site at one time. 53. All improvements along Campus Drive and Birch Street shall be located outside of existing five -foot -wide water easements. 54. Overhead utilities serving the site shall be undergrounded to the nearest appropriate pole in accordance with NBMC Section 15.32.015 (Underground Utilities Service Connection). 55. County Sanitation District fees shall be paid prior to the issuance of any building permits. 56. Prior to commencement of demolition and grading of the Proiect, the Applicant shall submit a construction management and delivery plan to be reviewed and approved by ,M, the Public Works Department. The plan shall include discussion of Project phasing; parking arrangements for all sites during construction; anticipated haul routes and construction mitigation and continued operations during construction including off-site parking/storage if applicable. Upon approval of the plan, the Applicant shall be responsible for implementing and complying with the stipulations set forth in the approved plan. 57. Traffic control and truck route plans shall be reviewed and approved by the Public Works Department before their implementation. Large construction vehicles shall not be permitted to travel narrow streets as determined by the Public Works Department. Disruption caused by construction work along roadways and by movement of construction vehicles shall be minimized by proper use of traffic control equipment and flagmen. 2.5 20 Attachment No. PC 2 Applicant's Project Description and Justification 2� 22 DLR Group Architecture EnstineerinR Planning Interiors 6225 North 24th Street, Suite 250 Phoenix, AZ 85016 January 5, 2018 RE: Conditional Use Permit Amendment Project Description and Justification Project Name: Enterprise Holdings -Newport Beach Birch I Campus Expansion DLR Group Project No.: 75-17766-00 Project Description and Justification: Plannino -The purpose and intent of the Airport Office and Supporting Uses (OA) General Plan Land Use Element category is to provide for the development of properties adjoining the John Wayne Airport for uses that support or benefit from airport operations. The proposed project is compatible with other uses in the vicinity and will both support and benefit from the airport operations. -General Plan Land Use Policy LU 6.15.24 (Primary Uses) indicates that automobile rental facilities should be accommodated within the OA designation subject to discretionary review. -Vehicle/Equipment Rentals and Sales is a permitted use within the OA Zoning District subject to the approval of a conditional use permit. -General Plan Land Use Policy LU 6.15.26 (Automobile Rental and Supporting Uses) states the City should work with automobile rental and supporting uses to promote the consolidation and visual improvement of auto storage, service, and storage facilities. The proposed project will expand the existing Enterprise Rent-A-Car facility onto (4) abutting properties to the south, effectively consolidating the operation to a more concise project site. Use of several other off-site rental vehicle storage lots within the area will be eliminated. Aesthetic upgrades to the perimeter of the project site will help to lessen the visual blight of vehicle storage and will serve as an overall improvement to the area. -General Plan Land Use Policy LU 6.15.27 (Site Planning and Architecture) indicates properties within the Campus Tract should upgrade street frontages with landscape, well-designed signage, and other amenities to , improve the area's visual quality. The proposed project includes significant landscaped areas within the froht.'• setback to help buffer and blend the project site into the visual character of the neighborhood. The subject property is not part of a specific plan area -Zoning Code Section 20.40.040 (Off -Street Parking Spaces Required) requires one parking space per 1;000•' square feet of lot area for a Vehicle/Equipment Rentals and Sales use. The project site consists of eight. adjoining properties totaling 377,050 square feet in area and will be designed such that it accommodates' approximately 932 parking spaces on-site. (91 Employee/Visitor spaces and 841 Staging_ spaces) PhoeniX and locations worldwide Summary of Improvements January 5, 2018 Page 2 -As conditioned, the project will comply with all applicable Zoning Code provisions including, but not limited to Section 20.40.070 (Development Standards for Parking Areas), Chapter 20.36 (Landscaping Standards), and Section 20.30.070 (Outdoor Lighting). -The project is located 100 feet east of John Wayne Airport and is bound between Campus Drive and Birch Street. The proposed use primarily services travelers of the airport and its proximity helps to make it an ideal location while minimizing traffic impacts to the surrounding area. -Properties within the vicinity of the project site are developed with single- and two-story commercial office buildings occupied primarily by business office, professional and administrative office, and personal service uses. Other vehicle rental facilities are also nearby. -The improvements occurring to the surface parking area, inclusive of the dedicated vehicle transport truck loading and unloading areas, will improve compatibility with the existing and allowed uses in the vicinity. -Conditions of approval are included to minimize, to the greatest extent possible, any impacts to the surrounding commercial uses. -The project site is currently developed and there is adequate public and emergency vehicle access, public services, and utilities, which exist on the site to accommodate the proposed project development. -The 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. -The existing Vehicle/Equipment Rental facility at 4361 Birch Street has been in operation since the early 1990s pursuant to Use Permit No. 3512, has not proven detrimental to the area, and has demonstrated it is compatible with the neighboring commercial uses. -The proposed project will consolidate the area operations onto a single site and will provide dedicated areas for vehicle transport trucks to load and unload on private property, not on the public right-of-way. Summary of Improvements January 5, 2018 Page 3 Site Improvements -Unify 4340 Campus Drive, 4360 Campus Drive, 4400 Campus Drive, 4500 Campus Drive, 4520 Campus Drive, 4341 Birch Street, and 4361 Birch Street into one cohesive site -Demolish the internal curbs and site fences and walls currently dividing the sites and repave as necessary -Demolish (3) buildings located at 4340 Campus Drive, 4400 Campus Drive and 4341 Birch Street -4340 Campus Drive 14,246 gsf Office to be demolished -4400 Campus Drive 8,167 gsf Gouvis Engineering to be demolished -4341 Birch Street 14,540 gsf Office to be demolished 4340 Campus Drive 4400 Campus Drive -Regrade and pave where buildings were removed. 4341 Birch Street -Paving will increase to 80.8% of the site from 75.0% due to the area of the site previously covered by buildings. However, throughout the (4) lots that are being redesigned, the pervious surface area will increase and the impervious area will decrease as follows: Birch Street — Project Area: 29,950 sf Campus Drive — Project Area: 48,313 sf Pervious Impervious . Pre -Project 3,075 sf 11 °i° 26,875 sf 1 1.89%, Post -Project 5,056 sf 1 17% 24,894 sf 83% Campus Drive — Project Area: 48,313 sf -Restripe new and existing paved surfaces to facilitate employee parking, car staging for the rental car; •. •. . Quick -Turn -Around operations, transport truck delivery areas, and improved site circulation. -Increase security along the perimeter of the site with 6'-0" decorative CMU walls and wrought iron gates designed to match existing site walls along the recently renovated 4500 Campus Drive and 4361 Birch Street properties. Locations of new knox boxes have been noted on the site plan. 31- Pervious Impervious .' Pre -Project 2,122 sf 5% 46,191 sf 9°(°; ;•;•; ' Post -Project 8,145 sf 19% 40,168 sf 81 -Restripe new and existing paved surfaces to facilitate employee parking, car staging for the rental car; •. •. . Quick -Turn -Around operations, transport truck delivery areas, and improved site circulation. -Increase security along the perimeter of the site with 6'-0" decorative CMU walls and wrought iron gates designed to match existing site walls along the recently renovated 4500 Campus Drive and 4361 Birch Street properties. Locations of new knox boxes have been noted on the site plan. 31- Summary of Improvements January 5, 2018 Page 4 -All 6'-0" perimeter walls will be outside of the 15'-0" front setback Existing CMU wall and wrought iron gate along Birch Street -Increase overall landscaping on the site perimeter by adding a 10' swale along the southern edge of the unified site and continuing the existing landscape design along 4500 Campus Drive and 4361 Birch Street along the frontages for the unified Campus Drive and Birch Street site. 4500 Campus Drive Existing Landscaping 4361 Birch Street Existing Landscaping -Provide a secure employee lot within wrought iron fence with pedestrian walkways connecting to the 4500 Campus Drive and 4361 Birch Street properties. Space for three cars (54' of drive) will be provided to prevent vehicular backup conflicts with Campus Drive. -Consolidate all employee parking to one secured lot to reduce traffic around the site and provide a single entry/exit drive for employees. -91 Total proposed Visitor/Employee spaces exceeds the required 89 spaces. 54 Employee spaces (50 secured lot spaces, 4 Birch St building spaces) 37 Visitor spaces (15 spaces at 4360 Campus Dr, 22 spaces at 4500 Campus Dr) .......... -Increase safety and site security throughout by adding bollards, plate barriers, spike strips and bauldk.''s.iri •. • various locations -Upgrade and replace site lighting where necessary to increase safety and unify fixtures throughout Summary of Improvements January 5, 2018 Page 5 4360 Campus Drive Building Improvements -Remove existing signage and deteriorated masonry attached to the concrete structure. Repaint the entire concrete shell beige to match existing building at 4500 Campus Drive 4360 Campus Drive Existing Fagade 4360 Campus Drive Existing Fagade -Remove and replace existing entry doors, overhead doors, and windows -Demolish interior partition walls to create an integrated service center, hand car wash, personal offices, and parts storage. -Provide area for future internal build -out of a rental car branch that would reduce traffic to the airport facility by providing another location outside of the airport to pick up rental vehicles. M. Attachment No. PC 3 Site Circulation Maps 15 3o 0 ENTERPRISE HOLDINGS BIRCH I CAMPUS SITE EXPANSION FUTURE RETAIL SERVICE CAR WASH/ SERVICE BIRCH ST 44 SITE CIRCULATION MAP - VEHICLE INVENTORY O 1 Jy SCALE: 1" - 100' CAMPUS DR EXISTING = INCOMING INVENTORY = OUTGOING INVENTORY = VEHICLES IN NEED OF SERVICE $m = PEAK IDLE FLEET STORAGE 0 am 0 ^m e 0 USERS: THE TRAVEL PATHS REPRESENTED ON THIS EXHIBIT WILL BE UTILIZED BY EMPLOYEES OF ENTERPRISE WHOSE PRIMARY GOAL IS TO BRING INVENTORY IN NEED OF SERVICE TO THE SITE AND DELIVER INVENTORY READY TO BE RENTED AWAY FROM THE SITE. 3:F a a • - o 0 a _ o o ENTERPRISE HOLDINGS BIRCH I CAMPUS SITE EXPANSION FUTURE RETAIL SERVICE 0 0 ' 9NOPY 0 • o 0 o Omlj m / II IT '9 f"' 7 0 cF ^� SITE CIRCULATION MAP - TRUCKS v��V SCALE: 1" - 100' CAMPUS DR EXISTING CAR WASH/ SERVICE 4 � BIRCH ST ` USERS: THE TRAVEL PATHS REPRESENTED ON THIS EXHIBIT WILL BE UTILIZED BY DELIVERY DRIVERS WHO ARE DELIVERING FUEL TO THE UNDERGROUND STORAGE TANKS OR INVENTORY TO THE SITE ON A TRANSPORT TRUCK. = TRANSPORTTRUCKS = FUELTRUCK se ENTERPRISE HOLDINGS olI 1= BIRCH I CAMPUS SITE EXPANSION CAMPUS DR BIRCH ST SITE CIRCULATION MAP _ VISITORS Q• E M P L OY E E S USERS: THE TRAVEL PATHS REPRESENTED ON THIS EXHIBIT WILL BE UTILIZED BY lJ� EMPLOYEES ENTERING/EXITING THE SECURED PARKING AREA OR VISITORS 401�� SCALE: 1" = t00' AND CUSTOMERS TO THE EXISTING ENTERPRISE EXOTICS LOCATION AND POTENTIAL FUTURE RETAIL LOCATION AT 4360 CAMPUS DRIVE. LEGEND = EMPLOYEES = VISITORS TO RETAIL LOCATIONS S9 0 ENTERPRISE HOLDINGS BIRCH I CAMPUS SITE EXPANSION FUTURE RETAIL SERVICE m� CAR WASH/ SERVICE BIRCH ST 44 SITE CIRCULATION MAP - SITE SUMMARY O 1 Jy SCALE: 1" - 100' CAMPUS DR EXISTING a 0 a a a a o I' a a -`J USERS: THE OVERALL CIRCULATION PATTERN IS DESIGNED TO SEPARATE VEHICLES INVOLVED IN ENTERPRISE OPERATIONS FROM EMPLOYEE AND VISITOR VEHICLES, WHILE REDUCING TRAFFIC AROUND THE SITE AND PREVENTING ANY POTENTIAL BACK UP OR DROP OFFS IN THE PUBLIC RIGHT OF WAY. = INCOMING INVENTORY = OUTGOING INVENTORY = VEHICLES IN NEED OF SERVICE = TRANSPORT TRUCKS = FUELTRUCK = PEAK IDLE FLEET STORAGE = EMPLOYEES = VISITORS TO RETAIL LOCATIONS 40 c. I �o a 0 ENTERPRISE HOLDINGS BIRCH I CAMPUS SITE EXPANSION FUTURE RETAIL SERVICE m� CAR WASH/ SERVICE BIRCH ST 44 SITE CIRCULATION MAP - SITE SUMMARY O 1 Jy SCALE: 1" - 100' CAMPUS DR EXISTING a 0 a a a a o I' a a -`J USERS: THE OVERALL CIRCULATION PATTERN IS DESIGNED TO SEPARATE VEHICLES INVOLVED IN ENTERPRISE OPERATIONS FROM EMPLOYEE AND VISITOR VEHICLES, WHILE REDUCING TRAFFIC AROUND THE SITE AND PREVENTING ANY POTENTIAL BACK UP OR DROP OFFS IN THE PUBLIC RIGHT OF WAY. = INCOMING INVENTORY = OUTGOING INVENTORY = VEHICLES IN NEED OF SERVICE = TRANSPORT TRUCKS = FUELTRUCK = PEAK IDLE FLEET STORAGE = EMPLOYEES = VISITORS TO RETAIL LOCATIONS 40 ENTERPRISE HOLDINGS BIRCH I CAMPUS SITE EXPANSION 131 KIM= �o m o cF ENTERPRISE HOLDINGS BIRCH I CAMPUS SITE EXPANSION I CAR WASH/ a SERVICE 0 e 0 0 T BIRCH ST 44 SITE CIRCULATION MAP - FIRE & EMERGENCY O 1 Jy SCALE: 1" - 100' CAMPUS DR LEGEND FIRE & EMERGENCY 1 KB = KNOX BOX KB om EXISTING RETAIL e 0 °o I° 0 0 I o cm I° 0 0m 0 0 — � a 0m e� e p o m a a o m a a or USERS: THE TRAVEL PATHS REPRESENTED ON THIS EXHIBIT WILL BE UTILIZED BY FIRE & EMERGENCY VEHICLES. KNOX BOXES ARE TO BE LOCATED AT ANY GATE AROUND OR WITHIN THE SITE TO ALLOW ACCESS FOR EMERGENCY SERVICES. 131 KIM= I* it I CAR WASH/ a SERVICE 0 e 0 0 T BIRCH ST 44 SITE CIRCULATION MAP - FIRE & EMERGENCY O 1 Jy SCALE: 1" - 100' CAMPUS DR LEGEND FIRE & EMERGENCY 1 KB = KNOX BOX KB om EXISTING RETAIL e 0 °o I° 0 0 I o cm I° 0 0m 0 0 — � a 0m e� e p o m a a o m a a or USERS: THE TRAVEL PATHS REPRESENTED ON THIS EXHIBIT WILL BE UTILIZED BY FIRE & EMERGENCY VEHICLES. KNOX BOXES ARE TO BE LOCATED AT ANY GATE AROUND OR WITHIN THE SITE TO ALLOW ACCESS FOR EMERGENCY SERVICES. Attachment No. PC 4 Project Plans IM ME z 0 U) z Q r x LU LU � O r o d � 45 CONC CURB AND - SIDEWALKS TO BE DEMOLISHED CAMPUS DR F- -J L --J LJL ���� SIGN TL � BE # A— 1_�� � MOL H€4)J L <, J SIGI TO BE °q ,I J DE LISHED < 1 L I I O \\ fl - CURB IND \�\�I I I c / / SIDEWALK TO 4340 CAMPUS DR �C BE DE OLISHED I I - • < �9 , r\ PI a EXISTING BUILDING "` / \ \\ \ \ r 1 I I O DEMOLISHEDi' IAVAAA L� r I 7,123 x 2 -STORY I II r� 14,246 SQ. FT. 4400 CAMPUS DR I \ < Iy / 4360 CAMPUS DR EXISTING BUILDING [Y{' r EXISTING BUILDING TO I I <I 11 I lob/ TO REMAIN DEMOLISHED I \\ I\ \ \ 11,850 SQ. FT. 8,167 SQ. FT. r 1 1 L cul I I I I I I IJ I � j I II p CONC RAMP \ \ Lill g __ TO BE DEMOLISHED n 7 % J Ccl �%/ O STRIPING TO BE ° DEMOLISHED - - - a O• L tis_ CURB TO BE `= =' - �I I DEMOLISHED I - - —n - T - - iL J O L J r0� I I � I FENCE TO BE DEMOLISHED I I I I I I I I I I I I I I I I I I I I I }S (3) SIGNS TO BE DEMOLISHED CONCRETE BARRIERS TO BE REMOVED S 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 ---n I u CONC CURB AND Y SIDEWALK TO BE BOLLARDS TO BE - - - DEMOLISHED BASKETBALL HOOPS ITO DEMOLISHED BE DEMOLISHED I =� --- I j I I I I I I I I I IF � L 1 FENCE TO BE I1444�JJJ o DEMOLISHED j STORAGE CONTAINER TO BE DEMOLISHED II I II I IIIFENCE TO BE III DEMOLISHED SII (2) SIGNS TO BE DEMOLISHED I I j I I I I I � Ihl r-, III �1Z I f �� � i II CURB AND III SIDEWALK T } �E DEMOLIS III ._ 4341 BIRCH ST � \ CURB TO BE DEMOLISHED 0 EXISTING CANOPY TO REMAIN 1,810 SQ. FT. IRRIGATION SYSTEM AND CONTROLLER TO BE DEMOLISHED CMU WALL TO BE DEMOLISHED ® I EXISTING BUILDING I \ III TO BE DEMOLISHED A 7,270 x 2 -STORY \ I ® 14,540 SQ. FT. A \ III CURB CUT &ASPHALT OF EXISTING PARKING LOT TO BE DEMOLISHED TO LINE OF i III EXISTING CMU WALL (3) SIGNS TO BE �1 LDEMOLISHED 3 ° -_ILS �. , I— PLANTER CONC CURB AND WALLS TO BE SIDEWALKS TO BE i DEMOLISHED DEMOLISHED m a E < n /ao O N � cV 00 SITE DEMOLITION PLAN M SCALE: 1" = 30' TO AND BE CURB & FENCE TO BE DEMOLISHED EXISTING BOULDERS Al BIOSWALE TO REMAIN IQ 4500 CAMPUS DR o EXISTING BUILDING TO REMAIN 8,400 SQ. FT. BIRCH ST STORAGE CONTAINER TO BE DEMOLISHED ROPE RTY LINES TO REMAIN 00 F---�-- EXISTING STRIPING TO REMAIN Q Q Q Q Q Q Q Q Q Q Q I O 0 0 0 OQ 0 O O Q z _O z 1 -- LD O U c/)_ 1-- :E :E z 00 z =) O U) U a Cy- O U LL H- O z Z O U) ^ Z �/ rV) Q V X Z _ W aZ Q W J J I— �pco Z = U) O W v/ G J - Q C� U G � _ W Wui 2 L.L Z W m TOM z Q STRIPING TO BE t S C DEMOLISHED 0 O 0 0 as 2- L 0 T _ =DEMOLISHED RE #2 `C4 lil 1Z% cm BIRCH ST STORAGE CONTAINER TO BE DEMOLISHED ROPE RTY LINES TO REMAIN 00 F---�-- EXISTING STRIPING TO REMAIN Q Q Q Q Q Q Q Q Q Q Q I O 0 0 0 OQ 0 O O Q z _O z 1 -- LD O U c/)_ 1-- :E :E z 00 z =) O U) U a Cy- O U LL H- O z Z O U) ^ Z �/ rV) Q V X Z _ W aZ Q W J J I— �pco Z = U) O W v/ G J - Q C� U G � _ W Wui 2 L.L Z W m TOM c C Q mm a 0- z z _co < a 0- C O 0 0 0 OQ 0 O O Q z _O z 1 -- LD O U c/)_ 1-- :E :E z 00 z =) O U) U a Cy- O U LL H- O z Z O U) ^ Z �/ rV) Q V X Z _ W aZ Q W J J I— �pco Z = U) O W v/ G J - Q C� U G � _ W Wui 2 L.L Z W m TOM c C Q mm a 0- z z _co < a 0- C 0 O 0 0 as 0 F c = Lu I..G. ° � c L O O c C _co < a 0- C 0 O 0 2 o 2- L 0 Lu I..G. ° � c L O O v 100'-0" EXISTING PROP. UNE TO REMAIN 0'- " ISTING PROP. LINE TO REMAIN NEW CURB CUT, WROUGHT ENTRY/EXIT FOR NEW CURB CUT AND IRON GATE W/ KNOX BOX VISITORS TO FUTURE WROUGHT IRON GATE RETAIL LOCATION W/ KNOX BOX Q "---NEVSPIKE of i STIRIPS 18'-0" T 0 . SERVICE BAY NEW CWINI-11 K - SERVICE BAY- J FENCE JPARKII O 0 2ftj2" a 0 w o o (STRA E N- SERVICE BAY-� V SERVICE BAY- J o p RE VISRIOR z 0 PARKING F 0 10'-0" rrn N W Uq, _ SERVICE BAY- J I an- N Q\\\ -LL -NEW BIOSWALE SERVICE BAY AND BO LDE S 4 -------- 0 0 sr o" ISI 0DATCH lol 0 AS HALT HALTL-� I = I � 162'-0" \LEXISNNG CMU WALL TO REMAIN D � 0 VEHICLE 1n STORAGE TO F ISTING (5) TO REE O (11) u, 0 PROTECT TRANSFORMER ro 0wa i 72'-0 15 0 s 0 J 100'-0" EXISTING PROP. LINE TO REMAIN ENTRY/EXIT FOR ALL E YEES NEW 3' MEDIAN �n� R #2 U a VI N f z 0 NEW 9 A�- 0" HT I SPIKE 20Uv HT IRON STRIP TE -W/ KNOX BOX f1P 24'-0" 4 24 0 REQ EMPLOYEE PARKING o �I- SPACES -oro NEW GATE AND PAVED - PATHWAY TO EXOTICS LOT EXISTING BIOSWALE AND - BOULDERS TO REMAIN I 4341, 4361 BIRCH STREET OA Office -Airport 100'-0" EXISTING PROP. LINE TO REMAIN AND PLATE BARRIER Q Q Q Q " REV #2 JTRY FOR AI'- from airport operations 7 200'-0" EXISTING PROP. NEW - CMU -� INCOMING 0 -j ACK J WALL TO MATCH '�� V€�NTO 100 ft. - Birch 100 ft. - Birch SETBACKS LL WALL 15' FRONT EXIT FOR OUTGOING 22'-i" - Campus O ALONG C MPUS DR' T 0'-O" A 140'-6" O 0'-0" 175'-6" TRUCKS > > > > > > > > > > > > > > -7 > > >I IKE 0 gsf DEAR OQ i 7,123 gsf bldg cov--25% 0 gsf bldg cov=0% Z 0 w 0'-0" bldg ht Building Coverage NA W 0 T 4360 CAMPUS DR APN 427 -121 -OB STRIPS oa 11,850 gsf 41 FAR 0 w I o STOF 0 O W IS 6OUGTIRRO " NGATE- 1 0'-6 ° 8,167 gsf .28 FAR *I o / V RIFY (NOX BOX ' o z Z 0 N 0'-0" bidg ht C) dQREV 2 SIDE SETB CK 0 gsf 0 FAR NEW 6'-0" IIT 0 gsf bldg cov=0% a 0 Q I a o I 0'-0" bldg ht °--NEVBO N CHAINLINK FENCE LAR S E /\ L NEW 6 -0 HT RENDER O 22'-0" bidg ht *4520 CAMPUS DR APN 427-111-02 n o EMT PLATE BARRI o R OQ O 0'-0" bldg ht 0'-0" bldg ht 4360 CAMPUS DR AND NE ARM 14,540 gsf .50 FAR0 gsf 0 FAR x I 0 gsf bldg cov=0% T 0 x 0'-0" bidg ht WROUGHTIRON EXISTING BUILDING I o Q 04 BO -LARDS 9,238 gsf bldg cov=8% cs� HIC E 16'-7" bidg ht a # z Q x GATE W / KNO TO REMAIN 6' 0 p 52,048 gef bldg C. _1 29,488 gaf bldg cov-8% R�EVV2 I O 22'-0" max bidg ht WALL TO REV No wall s BOX 11,850 SQ. FT. n Q "---NEVSPIKE of i STIRIPS 18'-0" T 0 . SERVICE BAY NEW CWINI-11 K - SERVICE BAY- J FENCE JPARKII O 0 2ftj2" a 0 w o o (STRA E N- SERVICE BAY-� V SERVICE BAY- J o p RE VISRIOR z 0 PARKING F 0 10'-0" rrn N W Uq, _ SERVICE BAY- J I an- N Q\\\ -LL -NEW BIOSWALE SERVICE BAY AND BO LDE S 4 -------- 0 0 sr o" ISI 0DATCH lol 0 AS HALT HALTL-� I = I � 162'-0" \LEXISNNG CMU WALL TO REMAIN D � 0 VEHICLE 1n STORAGE TO F ISTING (5) TO REE O (11) u, 0 PROTECT TRANSFORMER ro 0wa i 72'-0 15 0 s 0 J 100'-0" EXISTING PROP. LINE TO REMAIN ENTRY/EXIT FOR ALL E YEES NEW 3' MEDIAN �n� R #2 U a VI N f z 0 NEW 9 A�- 0" HT I SPIKE 20Uv HT IRON STRIP TE -W/ KNOX BOX f1P 24'-0" 4 24 0 REQ EMPLOYEE PARKING o �I- SPACES -oro NEW GATE AND PAVED - PATHWAY TO EXOTICS LOT EXISTING BIOSWALE AND - BOULDERS TO REMAIN I �\ j� - 17 1P NEW LANDSCAPE IN - NEW CURB CUT AND - r LOCATION OF DEMO'D WROUGHT IRON GATE CURB CUT W/ KNOX BOX < < < < < 100'-0" EXISTING PROP. LINE TO REMAIN 70c- �o SITE PLAN � fel �T _ ■ NEI6' 0' TOMAT H 0 I N W/ KNOX BOX VLHIGLE crnDAPI 4341, 4361 BIRCH STREET OA Office -Airport 100'-0" EXISTING PROP. LINE TO REMAIN Q Q Q Q Q Uses support or benefit 54'-0" Car rental, maintenance, AI'- from airport operations 7 200'-0" EXISTING PROP. LINE TO REMAIN O 0 SE ACK J 100 ft. - Campus �o I 100 ft. - Birch 100 ft. - Birch SETBACKS Q O 15' FRONT EXIT FOR OUTGOING 22'-i" - Campus O 90'-0 INVENTORY AND 0'-O" A 140'-6" O 0'-0" 175'-6" TRUCKS > > > > > > > > > > > > > > -7 > > >I IKE 0 gsf DEAR OQ i 7,123 gsf bldg cov--25% 0 gsf bldg cov=0% Z 0 w 0'-0" bldg ht Building Coverage NA W 0 T 4360 CAMPUS DR APN 427 -121 -OB STRIPS oa 11,850 gsf 41 FAR 0 w I o STOF 0 p e® �� W IS 6OUGTIRRO " NGATE- 0 ° 8,167 gsf .28 FAR *I o / V RIFY (NOX BOX ' o z Z 0 N 0'-0" bidg ht C) dQREV 2 X 0 w 0 0 gsf 0 FAR NEW 6'-0" IIT 0 gsf bldg cov=0% a 0 Q I a o I 0'-0" bldg ht *4500 CAMPUS DR APN 427-111-01 N CHAINLINK FENCE 8,400 gsf .10 FAR p E /\ 0 RENDER O 22'-0" bidg ht *4520 CAMPUS DR APN 427-111-02 n o EMT PLATE BARRI o R OQ O 0'-0" bldg ht 0'-0" bldg ht 4341 BIRCH ST APN 427-121-14 AND NE ARM 14,540 gsf .50 FAR0 gsf 0 FAR x I 0 gsf bldg cov=0% T 0 x 0'-0" bidg ht *4361 BIRCH ST APN 427-121-23 I o Q 04 BO -LARDS 9,238 gsf bldg cov=8% cs� HIC E 16'-7" bidg ht a # z Q x -NEW 6' 0 ^ 52,048 gef bldg C. _1 29,488 gaf bldg cov-8% R�EVV2 I O 22'-0" max bidg ht WALL TO REV No wall s Q I 6' Max HT-Side/Re 700ideWr UUUU ozJa n/o E ISTIN WALL AL NG 11.8% Paving n/a 75.0% 80.0% PARKING C p Proposed Spaces by Building: a -s Building: Vehicle Rental- 4500 Campus 4500 Campus Ld EXISTING Office Only C Cl 22 SPACES 1 per 250 sf 4361 Birch TYP (22 Visitor/ Employee) Vehicle Service- Auto Wash - 15 21 SPACES CANOPY TO II FIT 0 " 1 per 200 sf office 4361 Birch Total - 29 (29 Employee) Vehicle Service Station 1 per 300 sq. ft. OR o 1. It REMAIN FENCE 5 per service bay TOTAL REQUIRED - 89 TOTAL EXISTING - 70 (15 Visitor, 25 Employee) . TOTAL PROPOSED - 91 Contact Ben Foth - DLR Group 602-381-8580 0 ° 1,810SQ. FT. Z F Q ATE oma n o N BA RRIE" O X n (S\ ORA E I o D 17'-0. 2'-6 136-0- 36-0"an p QO E #2 ® a o ADA 4CCE3SIBLE ROUTE Q an O ® 0 0 2 �\ j� - 17 1P NEW LANDSCAPE IN - NEW CURB CUT AND - r LOCATION OF DEMO'D WROUGHT IRON GATE CURB CUT W/ KNOX BOX < < < < < 100'-0" EXISTING PROP. LINE TO REMAIN 70c- �o SITE PLAN � fel �T _ ■ NEI6' 0' TOMAT H 0 I N W/ KNOX BOX VLHIGLE crnDAPI 4341, 4361 BIRCH STREET OA Office -Airport 100'-0" EXISTING PROP. LINE TO REMAIN Q Q Q Q Q Uses support or benefit Car rental, maintenance, Car rental, maintenance, AI'- from airport operations 7 200'-0" EXISTING PROP. LINE TO REMAIN O SIDE SE ACK 100 ft. 100 ft. - Campus �o I 100 ft. - Birch 100 ft. - Birch SETBACKS Q O 15' FRONT EXIT FOR OUTGOING 22'-i" - Campus O SETBACK 4 INVENTORY AND 0'-O" A 140'-6" O 0'-0" 175'-6" TRUCKS BUILDING AREAS & HEIGHTS REr V #2 0 CAMPUS DR (APN 427-121-07) -NEN S IKE 0 gsf DEAR OQ i 7,123 gsf bldg cov--25% 0 gsf bldg cov=0% Z 0 w 0'-0" bldg ht Building Coverage NA W 0 T 4360 CAMPUS DR APN 427 -121 -OB STRIPS oa 11,850 gsf 41 FAR 0 w I o STOF 0 p e® �� W IS 6OUGTIRRO " NGATE- 0 ° 8,167 gsf .28 FAR *I o / V RIFY (NOX BOX ' o z Z 0 N 0'-0" bidg ht C) dQREV 2 X 0 w Q 0 gsf 0 FAR UP -2014 -OB 0 gsf bldg cov=0% a 0 Q I a o I 0'-0" bldg ht *4500 CAMPUS DR APN 427-111-01 N 8,400 gsf .10 FAR 8,400 gsf .10 FAR p E /\ CAD RENDER O 22'-0" bidg ht *4520 CAMPUS DR APN 427-111-02 o EMT PLATE BARRI R OQ 0'-0" bldg ht 0'-0" bldg ht 4341 BIRCH ST APN 427-121-14 AND NE ARM 14,540 gsf .50 FAR0 gsf 0 FAR x I 0 gsf bldg cov=0% T 0 x 0'-0" bidg ht *4361 BIRCH ST APN 427-121-23 I o Q 9,238 get .08 FAR BO -LARDS 9,238 gsf bldg cov=8% 9,238 gsf bldg cov=8% 16'-7" bidg ht 16'-7" bldg ht TOTAL Q x -NEW 6' 0 ^ 52,048 gef bldg C. _1 29,488 gaf bldg cov-8% I O 22'-0" max bidg ht WALL TO MATCH No wall s Q I 6' Max HT-Side/Re 700ideWr HT Side Landscaping n/o E ISTIN WALL AL NG 11.8% Paving n/a 75.0% 80.0% PARKING C MPU DR Proposed Spaces by Building: Building: Building: Vehicle Rental- 4500 Campus 4500 Campus SN" ---NEW Office Only C RB AND 22 SPACES 1 per 250 sf 4361 Birch 4361 Birch (22 Visitor/ Employee) Vehicle Service- Auto Wash - 15 21 SPACES 6'-0" FIT WROUGHT 0 " 1 per 200 sf office 4361 Birch Total - 29 (29 Employee) Vehicle Service Station 1 per 300 sq. ft. OR o IRON FENCE 5 per service bay TOTAL REQUIRED - 89 TOTAL EXISTING - 70 (15 Visitor, 25 Employee) TOTAL PROPOSED - 91 Contact Ben Foth - DLR Group 602-381-8580 0 ° ATE o BA RRIE" n (S\ ORA �\ j� - 17 1P NEW LANDSCAPE IN - NEW CURB CUT AND - r LOCATION OF DEMO'D WROUGHT IRON GATE CURB CUT W/ KNOX BOX < < < < < 100'-0" EXISTING PROP. LINE TO REMAIN 70c- �o SITE PLAN � fel �T _ ■ NEI6' 0' TOMAT H 0 I N W/ KNOX BOX VLHIGLE crnDAPI 300'-0" EXISTING PROP. LINE TO REMAIN ENTRY/EXIT FOR CAMPUS DR VISITORS TO ENTERPRISE EXOTICS EXISTING 6'-0" '-"S WROUGHT IRON GATE - /\ VERIFY KNOX BOX RE` #2 VEHICLE STORAGE IV 2e '-D Is 8'-0" HT CMU TRASH M ~ r o ENCLOSURE WITH ROOF a 0 4�)- 6" 10' CAR WASH LANE ------- - - CAR WASH LANE - 4361 BIRCH ST EXISTING BUILDING TO REMAIN 9,238 SQ. FT. SERVICE BAY - - - - - - - - -SERVICE BAY- - - NEW LANDSCAPE IN 1E' FRONT LOCATION OF SETBACK DEMO'D CURB CUT REQ`� rA RE $2 ,18,- ® 4 ///MPLOYEI PARKING ® SPACES O 0_ 400'-0" EXISTING PROP. LINE TO REMAIN `'d Rte? EXISTINGCURB CUT AND WROUGHT IRON GATE TO REMAIN - VERIFY KNOX BOX 0 0 n (2) NEW TRUCK STAGING AREAS SID SACK BIRCH ST u a lz/ VISITOR T PARKING SPACES 4500 CAMPUS DR EXISTING BUILDING TO REMAIN 8,400 SQ. FT. EXI TING 6'-0" WROUGHT IRON GATE - A VERIFY KNOX BOX a ° o e RRL #2 VEHICLE , F STORAGE N REV #2 EXISTING STRIPING AND TRUCK STAGING AREAS TO REMAIN Q Q 4341, 4361 BIRCH STREET OA Office -Airport 100'-0" EXISTING PROP. LINE TO REMAIN Q Q Q Q Q Uses support or benefit Car rental, maintenance, Car rental, maintenance, AI'- from airport operations 7 200'-0" EXISTING PROP. LINE TO REMAIN O 29,000 sq. ft. 29,000 sq. ft. Minimum Lot Width 100 ft. 100 ft. - Campus �o I 100 ft. - Birch 100 ft. - Birch SETBACKS Q O 15' FRONT EXIT FOR OUTGOING 22'-i" - Campus O SETBACK 4 INVENTORY AND 0'-O" A 140'-6" O 0'-0" 175'-6" TRUCKS BUILDING AREAS & HEIGHTS REr V #2 0 CAMPUS DR (APN 427-121-07) 0 14,246 gsf .49 FAR 0 gsf DEAR OQ i 7,123 gsf bldg cov--25% 0 gsf bldg cov=0% Z 0 w 0'-0" bldg ht Building Coverage NA W T 4360 CAMPUS DR APN 427 -121 -OB VEHICLE oa 11,850 gsf 41 FAR 0 w I 11,850 gsf bldg cov=41% STOF 0 p e® �� W IS 6OUGTIRRO " NGATE- o 4400 CAMPUS DR (APN 427-121-09 8,167 gsf .28 FAR 0gFAR o / V RIFY (NOX BOX bld0 0 gaf g cov=0% z Z 0 N 0'-0" bidg ht C) dQREV 2 X 0 w 0 gsf 0 FAR 0 gsf 0 FAR UP -2014 -OB 0 gsf bldg cov=0% a 0 Q I a o 0'-0" bldg ht 0'-0" bldg ht *4500 CAMPUS DR APN 427-111-01 N 8,400 gsf .10 FAR 8,400 gsf .10 FAR p E ISTIN CAD RENDER O 22'-0" bidg ht *4520 CAMPUS DR APN 427-111-02 o EMT PLATE BARRI R OQ 0'-0" bldg ht 0'-0" bldg ht 4341 BIRCH ST APN 427-121-14 AND GATE ARM 14,540 gsf .50 FAR0 gsf 0 FAR x I 0 gsf bldg cov=0% T 0 x 0'-0" bidg ht *4361 BIRCH ST APN 427-121-23 I o Q 9,238 get .08 FAR Q 9,238 gsf bldg cov=8% 9,238 gsf bldg cov=8% 16'-7" bidg ht 16'-7" bldg ht TOTAL Q x -NEW 6' 0" HTCM O 52,048 gef bldg C. _1 29,488 gaf bldg cov-8% I O 22'-0" max bidg ht WALL TO MATCH No wall s Q I 6' Max HT-Side/Re 700ideWr HT Side Landscaping n/o E ISTIN WALL AL NG 11.8% Paving n/a 75.0% 80.0% PARKING C MPU DR Proposed Spaces by Building: Building: Building: Vehicle Rental- 4500 Campus 4500 Campus SN" ---NEW Office Only C RB AND 22 SPACES 1 per 250 sf 4361 Birch 4361 Birch (22 Visitor/ Employee) Vehicle Service- Auto Wash - 15 21 SPACES 6'-0" FIT WROUGHT 29 SPACES 1 per 200 sf office 4361 Birch Total - 29 (29 Employee) Vehicle Service Station 1 per 300 sq. ft. OR o IRON FENCE 5 per service bay TOTAL REQUIRED - 89 TOTAL EXISTING - 70 (15 Visitor, 25 Employee) TOTAL PROPOSED - 91 Contact Ben Foth - DLR Group 602-381-8580 o EHIC n (S\ ORA E p QO E #2 ® a o ADA 4CCE3SIBLE ROUTE Q ® 0 0 0 I � I Q O o o d) o O I'll 0 \\ O D 0 0 300'-0" EXISTING PROP. LINE TO REMAIN ENTRY/EXIT FOR CAMPUS DR VISITORS TO ENTERPRISE EXOTICS EXISTING 6'-0" '-"S WROUGHT IRON GATE - /\ VERIFY KNOX BOX RE` #2 VEHICLE STORAGE IV 2e '-D Is 8'-0" HT CMU TRASH M ~ r o ENCLOSURE WITH ROOF a 0 4�)- 6" 10' CAR WASH LANE ------- - - CAR WASH LANE - 4361 BIRCH ST EXISTING BUILDING TO REMAIN 9,238 SQ. FT. SERVICE BAY - - - - - - - - -SERVICE BAY- - - NEW LANDSCAPE IN 1E' FRONT LOCATION OF SETBACK DEMO'D CURB CUT REQ`� rA RE $2 ,18,- ® 4 ///MPLOYEI PARKING ® SPACES O 0_ 400'-0" EXISTING PROP. LINE TO REMAIN `'d Rte? EXISTINGCURB CUT AND WROUGHT IRON GATE TO REMAIN - VERIFY KNOX BOX 0 0 n (2) NEW TRUCK STAGING AREAS SID SACK BIRCH ST u a lz/ VISITOR T PARKING SPACES 4500 CAMPUS DR EXISTING BUILDING TO REMAIN 8,400 SQ. FT. EXI TING 6'-0" WROUGHT IRON GATE - A VERIFY KNOX BOX a ° o e RRL #2 VEHICLE , F STORAGE N REV #2 EXISTING STRIPING AND TRUCK STAGING AREAS TO REMAIN Q Q 4341, 4361 BIRCH STREET OA Office -Airport Q Q Q Q Q Q Uses support or benefit Car rental, maintenance, Car rental, maintenance, AI'- from airport operations prof. offices, copy shop 200'-0" EXISTING PROP. LINE TO REMAIN ��1C ENTRY/EXIT ONLY R FOR FUEL AND VEHICLE DELIVERY TRUCKS LEGEND - INCOMING INVENTORY - OUTGOING INVENTORY T) - TRANSPORT TRUCKS 0 - EASEMENTS -REFER TO ALTA SURVEY - ONE-WAY DRIVEWAY - TWO-WAY DRIVEWAY 100'-0" EXISTING PROP. LINE TO REMAIN ENTRY/EXIT FOR ENTRY FOR VISITORS TO PEAK IDLE ENTERPRISE FLEET STORAGE EXOTICS -- - - REV#2 !S EXISTING URB CUT & ial%% 000 OU HT IRON CATE 0 0 REMAIN - RI KN X B X "E #2 O SIDE SETB 0 Q 4341, 4361 BIRCH STREET OA Office -Airport I LOT USES &DIMENSIONS Uses Uses support or benefit Car rental, maintenance, Car rental, maintenance, U) from airport operations prof. offices, copy shop repair and office space o O 29,000 sq. ft. 29,000 sq. ft. Minimum Lot Width 100 ft. 100 ft. - Campus �o I 100 ft. - Birch 100 ft. - Birch SETBACKS Q O 15'-0" 22'-1" - Campus 22'-i" - Campus O 112'-5" - Birch Side 0'-O" 140'-6" 140'-6" O 0'-0" 175'-6" 175'-6" BUILDING AREAS & HEIGHTS Gross Floor Area/FAR 0 CAMPUS DR (APN 427-121-07) 0.75 warehouse 14,246 gsf .49 FAR 0 gsf DEAR OQ i 7,123 gsf bldg cov--25% 0 gsf bldg cov=0% Z 0 w 0'-0" bldg ht Building Coverage NA W 4360 CAMPUS DR APN 427 -121 -OB VEHICLE 11,850 gsf 41 FAR 11,850 gsf 41 FAR 0 w I 11,850 gsf bldg cov=41% STOF AGE max 300' 0 z 18'-10" bldg ht Highrise Height Area � 4400 CAMPUS DR (APN 427-121-09 8,167 gsf .28 FAR 0gFAR R V 2 0Q a 8,167 gsf bldg cov--28% bld0 0 gaf g cov=0% z Z 0 N 0'-0" bidg ht *4500 CAMPUS DR APN 427-121-10 -PROPERTIES FROM X 0 w 0 gsf 0 FAR 0 gsf 0 FAR UP -2014 -OB 0 gsf bldg cov=0% a 0 Q I a EXISTING TO REMAIN 0'-0" bldg ht 0'-0" bldg ht *4500 CAMPUS DR APN 427-111-01 N 8,400 gsf .10 FAR 8,400 gsf .10 FAR 0 8,400 gaf bldg cov=10% 8,400 gsf bldg cov=10% O 22'-0" bidg ht *4520 CAMPUS DR APN 427-111-02 O 0 gsf 0 FAR 0 gsf 0 FAR 0 gsf bldg cov=0% OQ 0'-0" bldg ht 0'-0" bldg ht 4341 BIRCH ST APN 427-121-14 I 14,540 gsf .50 FAR0 gsf 0 FAR 0 7,270 gsf bldg cov=25% 0 gsf bldg cov=0% 0 x 0'-0" bidg ht *4361 BIRCH ST APN 427-121-23 o Q 9,238 get .08 FAR 9,238 gsf .08 FAR 9,238 gsf bldg cov=8% 9,238 gsf bldg cov=8% 16'-7" bidg ht 16'-7" bldg ht TOTAL Q x 66,441 gaf 18 FAR 29,468 gaf 08 FAR O 52,048 gef bldg C. _1 29,488 gaf bldg cov-8% O 22'-0" max bidg ht SITE Fencing 42" Max HT -Front No wall s Q I 6' Max HT-Side/Re 700ideWr HT Side Q Q JQ Q Q Q 100'-0" EXISTING PROP. LINE TO REMAIN JOHN WAYNE AIRPORT SITE 0 Q� e v� 0 m Cr F- 01 Of EN VICINITY MAP NORTH SCALE: N.T.S. REV #2 4340, 4360, 4400, 4500, 4520 CAMPUS DRIVE Zoning District: 4341, 4361 BIRCH STREET OA Office -Airport ALLOWABLE/REQUIRED EXISTING PROPOSED LOT USES &DIMENSIONS Uses Uses support or benefit Car rental, maintenance, Car rental, maintenance, U) from airport operations prof. offices, copy shop repair and office space Minimum Lot Area 25,000 sq. ft. 29,000 sq. ft. 29,000 sq. ft. Minimum Lot Width 100 ft. 100 ft. - Campus 100 ft. - Campus X W 100 ft. - Birch 100 ft. - Birch SETBACKS Front 15'-0" 22'-1" - Campus 22'-i" - Campus 112'-5" - Birch 112'-5" - Birch Side 0'-O" 140'-6" 140'-6" Rear 0'-0" 175'-6" 175'-6" BUILDING AREAS & HEIGHTS Gross Floor Area/FAR NA / 0.5 office4340 CAMPUS DR (APN 427-121-07) 0.75 warehouse 14,246 gsf .49 FAR 0 gsf DEAR W i 7,123 gsf bldg cov--25% 0 gsf bldg cov=0% 24'-6' bldg ht 0'-0" bldg ht Building Coverage NA W 4360 CAMPUS DR APN 427 -121 -OB 11,850 gsf 41 FAR 11,850 gsf 41 FAR 11,850 gsf bldg cov=41% 11,850 gaf bldg cov=41% Building Height max 300' 16'-10" bidg ht 18'-10" bldg ht Highrise Height Area 4400 CAMPUS DR (APN 427-121-09 8,167 gsf .28 FAR 0gFAR 8,167 gsf bldg cov--28% bld0 0 gaf g cov=0% 12'-5" bldg ht 0'-0" bidg ht *4500 CAMPUS DR APN 427-121-10 -PROPERTIES FROM UP -2014-025 & 0 gsf 0 FAR 0 gsf 0 FAR UP -2014 -OB 0 gsf bldg cov=0% 0 gaf bldg cov=0% EXISTING TO REMAIN 0'-0" bldg ht 0'-0" bldg ht *4500 CAMPUS DR APN 427-111-01 8,400 gsf .10 FAR 8,400 gsf .10 FAR 8,400 gaf bldg cov=10% 8,400 gsf bldg cov=10% 22'-0" bidg ht 22'-0" bidg ht *4520 CAMPUS DR APN 427-111-02 0 gsf 0 FAR 0 gsf 0 FAR 0 gsf bldg cov=0% 0 gsf bldg cov=0% 0'-0" bldg ht 0'-0" bldg ht 4341 BIRCH ST APN 427-121-14 14,540 gsf .50 FAR0 gsf 0 FAR 7,270 gsf bldg cov=25% 0 gsf bldg cov=0% 24'-6" blda ht 0'-0" bidg ht *4361 BIRCH ST APN 427-121-23 9,238 get .08 FAR 9,238 gsf .08 FAR 9,238 gsf bldg cov=8% 9,238 gsf bldg cov=8% 16'-7" bidg ht 16'-7" bldg ht TOTAL 66,441 gaf 18 FAR 29,468 gaf 08 FAR 52,048 gef bldg C. _1 29,488 gaf bldg cov-8% 24'-8" max bid ht 22'-0" max bidg ht SITE Fencing 42" Max HT -Front No wall s 112,wellewithin setback 6' Max HT-Side/Re 700ideWr HT Side Landscaping n/o 42,258 sq. ft. 44,391 sq. ft. 11.2% 11.8% Paving n/a 75.0% 80.0% PARKING Required Spaces: Requirements by Existing Spaces by Proposed Spaces by Building: Building: Building: Vehicle Rental- 4500 Campus 4500 Campus 4500 Campus Office Only Office Only - 20 18 SPACES 22 SPACES 1 per 250 sf 4361 Birch 4361 Birch (22 Visitor/ Employee) Vehicle Service- Auto Wash - 15 21 SPACES 4361 Birch Auto Wash Service Station - 14 29 SPACES 1 per 200 sf office 4361 Birch Total - 29 (29 Employee) Vehicle Service Station 1 per 300 sq. ft. OR 4360 Campus Service Station - 40 4360 Campus 31 SPACES 4360 Campus 40 SPACES 5 per service bay TOTAL REQUIRED - 89 TOTAL EXISTING - 70 (15 Visitor, 25 Employee) TOTAL PROPOSED - 91 Contact Ben Foth - DLR Group 602-381-8580 �A REV #2 O z m co D_ D_ rw O gM as U) In Ln v� ;o 0 Qa z rn rv�! V z X W Q W 1_ - OU) U) W � z Ii U W i z U) W W O m co D_ D_ rw 00 gM as In Ln v� ;o 0 Qa a0 N� M a© '4'7 CAMPUS DRIVE SITE ELEVATION - NORTH SCALE: 1/8" = 1'-0" CAMPUS DRIVE SITE ELEVATION - MID SCALE: 1/8" = 1'-0" EXISTING � NEW CAMPUS DRIVE SITE ELEVATION - MID SCALE: 1/8" = 1'-0" CAMPUS DRIVE SITE ELEVATION - SOUTH SCALE: 1/8" = 1'-0" z _O z O U Z) cf) w cl) H U) 00 m z O U U d � O U LL H O z W > 0 U) V Z W J Ou) c// = V! 0 W z E 'uw, U G < r U > m LU J ry W w = a z E 'uw, z Z _ I m (n r w m Om ■ a z E 'uw, r Z _ I m mom. O 46p 'vim r a 2 CAMPUS DRIVE SITE ELEVATION - NORTH SCALE: 1/8" = 1'-0" CAMPUS DRIVE SITE ELEVATION - MID SCALE: 1/8" = 1'-0" rvicrur n l n urw CAMPUS DRIVE SITE ELEVATION - MID SCALE: 1/8" = 1'-0" CAMPUS DRIVE SITE ELEVATION - SOUTH SCALE: 1/8" = 1'-0" z _O z O U 5 U) EC U 5�U) CO z O U U d EC O U � O z w ryM� 0 U) D 0. L ' ^ V 1 U) Z z p 0 F ---p Q = J W W U) 0 FY W n ol� ry z 0 r V ) z Q w X W W () U) D 0. 2 Q U 0 zZ I-- U w � _ W m r n RE` #2 M J om a z EN E Z 'm v� N O m p0 M O r n RE` #2 M J BIRCH STREET SITE ELEVATION - SOUTH SCALE: 1/8" = 1'-0" BIRCH STREET SITE ELEVATION - MID SCALE: 1/8" = 1'-0" BIRCH STREET SITE ELEVATION - NORTH SCALE: 1/8" = 1'-0" z _O z O U Z) cf) w cl) H U) 00 m z O U U d � O U LL H O z z W 0 NW (n I..L z U z w 0� Q w —J t:m 0 co cn = c) p W U Q U > LLI J ry W w = m ■ z 0- cn z z W r m 50 m ■ 0- N z z n/ E r o i Z _ /wj � r a 50 BIRCH STREET SITE ELEVATION - SOUTH SCALE: 1/8" = 1'-0" BIRCH STREET SITE ELEVATION - MID SCALE: 1/8" = 1'-0" BIRCH STREET SITE ELEVATION - NORTH SCALE: 1/8" = 1'-0" z _O z O U 5 U) ry, U 5�U) CO z O U U d ry O U LL O z W �W ry U) U m U) U) Z z p 0 J F-0 Q= J W W U) 0 FY W n ol� ry z 0 U) z Q w X W W U) U) D 0. 2 Q U 0 zZ I-- U w � _ W m m a r n RE` #2 52 m a N zo a �/w) E I - W Z v' N m p0 M O r n RE` #2 52 z 0 z Q w x LU 52 z 0 z Q w x LU 3 v d 5s z 0 z Q w x LU WWI I h13FO NO ON. I Nh ALTA / ACSM LAND TITLE SURVEY for 4340, 43601 & 4400 CAMPUS DR. & 4341 Birch Street, Newport Beach, CA. 92660 n 10 0 20 0 SCALE IN FEET T Inch = 20 fL so ® LINE7YPES QD STORM DRAIN MANHOLE OAC PROPERTY LINE - - - TV - - - EXISTING TELEVISION LINE - CENTERLINE - - - UT - - - EXISTING UNKNOWN UTILITY LINE - - - - - - - EASEMENT LINE - - -(1200)- - - EXISTING CONTOUR LINE - FLOWUNE - - - ON - - - EXISTING OVERHEAD LINE EXISTING STRIPING = BEGIN VERTICAL CURVE EXISTING CHAIN LINK FENCE - - 8"W(PVC) - - EXISTING WATER LINE -a -al- EXISTING MOOD FENCE - -I O.-S(VCP) - - - EXISTING SEWER LINE ETEC EXISTING WROUGHT IRON FENCE - 2"G EXISTING GAS LINE 13GM EXISTING SHEET METAL FENCE _ =24"SD(RCP)= = EXISTING STORM DRAIN LINE 0jB EXISTING BLOCK WALL - - - E - - - EXISTING ELECTRICAL LINE 7 EXISTING EDGE OF PAVEMENT - - - T - - - EXISTING TELEPHONE LINE PERILN. Ci 0«70 ELECTRIC PLUG ® SEWER MANHOLE QD STORM DRAIN MANHOLE OAC AIR CONDITIONING UNIT OEM ELECTRIC METER SF SEWER CLEANOUT [IDI CATCHBASIN DROP INLET .10B MAILBOX OEC ELECTRIC CABINET E'LY = EASTERLY FROM PL MVC = MIDDLE OF VERTICAL CURVE BVC = BEGIN VERTICAL CURVE EP OWM WATER METER ®GV GAS VALVE • DOLLARD ETEC ELECTRIC VAULT OVA/ MATER VALVE 13GM GAS METER =FP FLAG POLE 0jB EXISTING JUNCINN BOX ORVM RECLAIMED WATER METER Q ELECTRICAL MANHOLE 2 BENCHMARK PERILN. Ci 0«70 ELECTRIC PLUG ORWV RECLAIMED WATER VALVE ''o., EXISTING POWER POLE S'LY = SOUTHERLY FROM PL I'll 951 -73u -Woo �LEP ' I TRANSFORMER IRRIGATION ®ICV CONTROL VALE -* LIGHT POLE 0AI EXISTING TREE OT TELEPHONE MAAHOLE ATIX FIRE FIMRANT y4 WALL LIGHT DOC = DOUBLE DETECTOR CHECK OT TELEPHONE PEDISTAL TF = TOP OF FOOTING OF p� li = HEIGHT OF RETAINING TO = TOP OF GRATE AFDC FIRE DEPT, CONNECTION OPB PULL BOX HP EXISTING PALM TREE -a-- SIGN BHB HOSEBIB OTSPB TRAFFIC SIGNAL PULL BOX !Jv WILY = WESTERLY FROM PL (a MANHOLE (TYPE UNKNOWN) ®DF DRINKING FOUNTAIN OSLPB STREET LICHT PULL BOX EXISTINC SHRUB OCATJ CABLE TV PULIBOX WV MATER VAULT OTS TRAFFIC SIGNAL. O FOUND MONUMENT oFD FLOOR DRAIN -RD ROOF DRAIN Ta11741:0r-111I11CM BASIS OF BEARINGS BASIS OF BEARINGS IS THE CENTERLINE OF BIRCH STREET BEING N39'48'15"E AS PER MAP RECORDED IN BOOK 190 PAGES 11, 12 AND 13 OF MISCELLANEOUS MAPS IN THE OFFICE OF THE COUNTY RECORDER OF ORANGE COUNT:'. BENCHMARK ORANGE COUNTY SURVEYOR BENCHMARK NO. 3S-39-90 ELEVATION = 47.704 FEET HAVE) 88(2003). BENCHMARK BEING A 3 3/4" ALUMINUM DISK STAMPED "35-39-90" SET IN THE SOUTHWEST CORNER OF A 4 FT. BY 15 FT. CONCRETE CATCH BASIN LOCATED IN THE NORTHWEST CORNER OF THE INTERSECTION OF MACARTHUR BOULEVARD AND CAMPUS DRIVE, 90 FT. WESTERLY OF THE CENIERLINE OF CAMPUS DRIVE. SITE ADDRESS 4340, 4360, & 4400 CAMPUS OR. 4341 BIRCH STREET NEWPORT BEACH, CA. 92660 ASSESSOR PARCEL NUMBER APN 427-121-07. 08, 09, & 14 AREA 116.028 S.F. 2.6636 AC. ZONING OA -OFFICE AIRPORT DATE OF SURVEY DATE OF FIELD SURVEY: JUNE & JULY 2017 AC = ASPHALT CONCRETE E = ELECTRIC JF. = ELECTRICAL JUNCTION BOX BE = BLOW OFF EG = EDGE of COFFER LP = LOW POINT PREPARED BY: PREPARED FOR: BTM = BOTTOM E'LY = EASTERLY FROM PL MVC = MIDDLE OF VERTICAL CURVE BVC = BEGIN VERTICAL CURVE EP = EDGE OF PAVEMENT NLY = NORTHERLY FROM PL Cor uer Slone Land Sur Ye11 1 Inc. ENTERPRISE OOH.DISCS BW = BACK OF WALK EVC = END OF VERTICAL CURVE PAD = PAD ELEVATION Ciril " Sul,,iu- " Ala nn[nA ulu.: m. Nlll IiOtiam CAN= CABLE TELEVISION FF = FINISH FLOOR RPBA= REDUCED PRESSURE- 20730 AN011 I'LVE :130 rrn' MAP. vrb7. SIT.I115 C9 = CATCH BASIN FG = FINISIA GRADE BACKFLOW ASSEMBLY PERILN. Ci 0«70 DRAsI.E, r..I W8611 OF = CURB FACE FL = FLOVILINE S'LY = SOUTHERLY FROM PL I'll 951 -73u -Woo 10571 a!I-.Linn CL = CENTER LINE FS = FINISH SURFACE TB = TOP OF AC BERM CONC= CONCRETE PAVEMENT GB = GRADE BREAK 'IC = TOP OF CURB E9AI6 5,.r;... onmr.,S'nrnrnr.rum DOC = DOUBLE DETECTOR CHECK GF = GARAGE FINISH FLOOR TF = TOP OF FOOTING OF = DRINKING FOUNTAIN li = HEIGHT OF RETAINING TO = TOP OF GRATE DI = DROP INLET HP = HIGH POINT TW = TOP OF WALL INV = INVERT WILY = WESTERLY FROM PL FD 2"BR4SS DISC WITH PUNCH DOWN 1.5' IN SWM AT CL B.C. NEWPORT BEACH, ORANGE COUNTY, CALIFORNIA ♦Ivll\I I 117 THOMAS EROS. MAP PAGE 859-F6 LEGAL DESCRIPTION: THE LEGAL DESCRIPTION .AND SCHEDULE B ITEMS LISTED HEREON ARE BASED ON THE PRELIMINARY REPORTS ISSUED BY FIRST AMERICAN LAND TITLE INSURANCE COMPANY, ORDER NOS. OSA5460828, OSA5468829, OSA5468830 .AND OSA5468831 DATED JUNE S. 2.017. RnI71�N1 VLBa•JC`Pl•][7�:3Y_T•37RKfl441�•L•]IL]:ni[NoR.`I/:\I�N>iN.1�lY•lNill-1 LOT 6 OF TRACT NO. 5169 AS PER MAP RECORDED IN BOOK 190 PAGES 11, 12 AND 13 OF MISCELLANEOUS MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. LOIS 29, 30, & 31 OF 'IRA.CT NO. 3201 PER MAP RECORDED IN BOOK 130, PAGES 25 10 30, INC., OF MISCELLANEOUS MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA. SCHEDULE B AS TO LOT 29: 07 AN EASEMENT FOR WATER MAIN AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED AS BOOK 5442, PACE 417 OF OFFICIAL RECORDS. QA PERPETUAL AVICATION EASEMENT IN AND THROUGH THE AIR ABOVE THE HEREIN DESCRIBED AND OTHER LAND, AS CONVEYED TO THE COUNTY OF ORANGE BY THE IRVINE COMPANY, BY DEED RECORDED MARCH 17, 1964 IN BOOK 6965, PAGE 721 OF OFFICIAL RECORDS, AND THE TERMS AND CONDITIONS AS SET FORTH IN SAID DEED TO WHICH RECORD REFERENCE IS HEREBY MADE FOR .ALL PARTICULARS. Q AN EASEMENT RESERVED IN FAVOR OF THE IRVINE COMPANY FOR PUBLIC UTILITIES, SEVIER, DRAINAGE AND OTHER PURPOSES PER DOCUMENT RECORDED FEBRUARY 4, 1994 AS INST. NO. 94-0085581 OF OFFICIAL RECORDS. AS TO LOT 30: (DAN' EASEMENT FOR CONS[RUC'I1NG. OPERATING AND MAINTAINING A WATER MAIN AND APPURTENANCES IN, OVER AND INCIDENTAL PURPOSES, RECORDED SEPTEMBER 30, 1960 W BOOK 5442 OF DEEDS, PAGE 417 IN FAVOR OF ']HE CITY OF NEWPORTBEACH AFFECTING WE NOR'IFIWES'IERLY 5 FEET OF SAN LAND. (DAN EASEMENT SHOWN OR DEDICATED ON THE MAP AS REFERRED TO IN THE LEGAL DESCRIPTION COMM UP.IVE'NAY PURPOSES AND INCIDENTAL PURPOSES. AFFECIS 30 FEEL'IN WIDTH. OVER A P091ION OF SAID LAND. CANNOT BE LOCATED FROM THE RECORD. ©A. PERPETUAL AVICATION EASEMENT IN AND THROUGH THE AIR ABOVE THE HEREIN DESCRIBED .AND OTHER. LARNE, AS CONVEYED TO THE COUNTY OF ORANGE BY THE IRVINE COMPANY, BY DEED RECORDED MARCH 17. 1961 IN BOOK 6955, PAGE 721 OF OFFICIAL RECORDS, AND [HE IEP.MS AND CONDIIIONS AS SET FORTH III SAID DEED TO WHICH RECORD REFERENCE IS HEREBY MADE FOR ALL PARTICULARS. 7Q AN EASEMENT RESERVED IN FAVOR OF THE IRVINE COMPANY FOR PUBLIC UTILITIES, SEVIER, DRAINAGE AND OTHER PURPOSES. PER DOCUMENT RECORDED MARCH 15, 1994 .AS INST. NO. 94-0179376 OF OFFICIAL RECORDS. AS TO LOT 31: © AN' EASEMENT FOR A. WATER MAIN AND INCIDENTAL PURPOSES. RECORDED SEPTEMBER 30, 1960 .AS BOOK 5442. PAGE 417 OF OFFICIAL RECORDS IN FAVOR OF THE CITY OF NEY,PORT BEACH AFFECTING THE NORTH'IFSTERLY 5 FEET OF SAID LAND. 9Q AN EASEMENT FOR PIPELINES AND INCIDENTAL PURPOSES, OVER THE NORTHEASTERLY 5 FEET AND THE SOUTHWESTERLY 9 FEET OF THE NORTHEASTERLY 15 FEET OF THE SOUTHEASTERLY 9 FEET OF SAID LAND AS RESERVED IN A LEASE RECORDED JUNE 22, 1969 IN BOOK 7098, PAGE 998 OF OFFICIAL RECORDS. ®AN EASEMENT' FBI? EITHER OR BOTH POLE LINES, CONDUITS AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED AS BOOK 7540, PAGE 234 OF OFFICIAL RECORDS. O1 AN' EASEMENT RESERVED IN FAVOR OF THE IRVINE COMPANY FOR PUBLIC UTILITIES, SEVIER, DRAINAGE AND OTHER PURPOSES PER DOCUMENT RECORDED DEC -EMBER 20, 1991 AS INST. NO. 91-702340 OF OFFICIAL RECORDS. AS TO LOT 6: '0 AN EASEMENT SHOWN OR DEDICATED ON THE MAP AS REFERRED TO IN THE LEGAL DESCRIPTION FOR PUBLIC UTILITIES AND INCIDENTAL. PURPOSES. AA PERPETUAL AWGATION EASEMENT IN AND THROUGH THE AIR ABOVE THE HEREIN DESCRIBED .AND OTHER LAND, AS CONVEYED TO THE COUNTY OF ORANGE BY THE IRVINE COMPANY, BY DEED RECORDED MARCH 17, 1964 IN BOOK 6965, PAGE 721 OF OFFICIAL RECORDS, AND THE TERMS AND CONDITIONS AS SET FORTH IN SAID DEED TO WHICH RECORD REFERENCE IS HEREBY MADE FOR .ALI. PARTICULARS. AN EASEMENT FOR UNDERGROUND CONDUITS AND INCIDENTAL PURPOSES, RECORDED AS BOOK 6996, PAGE 531 OF OFFICIAL RECORDS IN FAVOR OF SOUTHERN CALIFORNIA EDISON COMPANY AFFECTING THE NORTHRES,ERLY 6 FEET OF THE LAND. QQ AN' EASEMENT FOR PIPELINES AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED APRIL 29, 1965 AS BOOK 7502, PAGE 650 OF OFFICIAL RECORDS. 16 AN EASEMENT FOR UNDERGROUND CONDUITS AND INCIDENTAL PURPOSES, RECORDED AS BOOK 7504, PAGE 820 OF OFFICIAL RECORDS IN FAVOR OF THE PACIFIC TELEPHONE AND TELEGRAPH COMPANY AFFECTING THE NORTHWESIERLY 6 FEET OF THE LAND. Q AN' EASEMENT' RESERVED IN FAVOR OF THE IRVINE COMPANY FOR PUBLIC UTILITIES. SEWER, DRAINAGE AND OTHER PURPOSES PEP. DOCUMENT RECORDED DECEMBER 31, 1991 AS INST. NO. 91-720058 OF OFFICIAL RECORDS, r Q -INDICATES EASEMENT PLOTTED HEREON O -INDICATES EASEMENT CANNOT BE PLOTTED FROM THE RECORD 0 -INDICATES ITEM. AS BLANKET IN NATURE FD 27BRASS DISC WITH PUNCH DOWN 1.5' IN SWM AT CL INE S5913'18"E __ ___ DOVE ST. I CITY OF NEWPORT BEACH COMMERCIAL ZONING DISTRICTS GENERAL DEVELOPMENT STANDARDS (20.20.030) 'PER TABLE 2-6 FOR OFFICE AIRPORT ZONING(OA) L LOT AREA = 25,000 S.F. MINIMUM 2. LOT WIDTH = 100 FT. MINIMUM 3. FRONT SETBACK = 15 FT. MINIMUM 4. SIDE SETBACK = NONE 5. REAR - NONE 6. FLOOR AREA RATIO = 0.5 S.F. FOR OFFICE USES; 0.75 FOR VIAREHOUSE USES 7. HEIGHT (NOT 'W17HIN SHORELINE HEIGHT LIMIT ZONE) _ A. 32 FT. WITH FLAT ROOF; LESS THAN 3/12 PITCH. B. 37 FT. WITH SLOPED ROOF; 3/12 OR GREATER PITCH. SURVEYOR'S CERTIFICATE: 10 ENTERPRISE RENT -A -CAR COMPANY 01' LOS ANGELES, LLC, A DELAWARE LIMITED LIABILITY COMPANY .AND FIRST AMERICAN TIP_E INSURANCE COMPANY: '[HIS IS TO CERTIFY -[HAI 'IRIS MAP OR PLAT AND IHE SURVEY ON WHICH HT IS BASED WERE MADE ON 07-31-17, UNDER THE UNDERSIGNED'S SUPERVISION AND IN ACCORDANCE 87TH "MINDAUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS." JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS IN 2016, AND INCLUDES ITEMS I, 2, 3, 4, 5, 7(b), 7(c), 8, 9. I1, 15 AND 20 OF TABLE A THEREOF. PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA AND NSPS AND IN EFFECT ON THE DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT, IN MY PROFESSIONAL OPINION AS A LAPID SURVEYOR LICENSED IN THE STATE OF CALIFORNIA, THE RELATIVE POSITIONAL ACCURACY OF THIS SURVEY DOES NOT EXCEED THAT WHICH IS SPECIFIED THEREIN. rCrEXP 5:00 PM S1rFAN C LAPlTNIER DAE REG157EREO LAND SURVEYOR RCGISIRATI&I N2 7259, EXP. 121JI118 EXISTING BUILDING AREA SUMMARY BUILDING FOOTPRINT AREA = 8.167+/- X 1 STORY = 8,167+/- S.F. 4400 CAMPUS DRIVE BUILDING FOOTPRINT AREA = 11,850+/- X 1 STORY = 11,850+/- S.F. 4360 CAMPUS DRIVE BUILDING FOOTPRINT AREA = 7,123+/- X 2 STORY = 14,246+/- S.F. 4340 CAMPUS DRIVE BUILDING FOOTPRINT AREA = 7,270+/- X 2 STORY = 14,540+/- S.F. 4341 BIRCH STREET TOTAL SUITE BUILDING AREA = 48,803+/- S.F EXISTING PARKING SUMMARY ACCESSIBLE PARKING STALLS = 6 STALLS REGULAR PARKING STALLS = 153 STALLS TOTAL. SITE PARKING STALLS = 159 STALLS' 1515 GENERAL NOTES: 1. ALL WORK PERFORMED IN THIS CONTRACT SHALL CONFORM TO: A. PROJECT SPECIFICATIONS. B. THE LATEST EDITION AND SUPPLEMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPWC) OR "GREEN BOOK" AND AMERICAN PUBLIC WORKS ASSOCIATION (APWA). C. CITY OF NEWPORT BEACH STANDARDS. D. 2016 CALIFORNIA BUILDING CODE, CALIFORNIA CODE OF REGULATIONS, TITLE 24. 2. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE WORK SPECIFIED ON THE DRAWINGS AND WITHIN THE VARIOUS NOTES SHOWN HEREIN. 3. THE EXISTING CONDITIONS SHOWN DIAGRAMMATICALLY ON THE PLANS ORIGINATED FROM AS BUILT DRAWINGS AND FIELD SURVEY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VISIT THE JOB SITE AND VERIFY THE EXACT EXISTING CONDITIONS UNLESS CONCEALED BEFORE SUBMITTING HIS BID. ANY DISCREPANCY SHALL BE REPORTED IMMEDIATELY TO THE OWNER USING THE PROPER REQUEST FOR INFORMATION FORMS PRIOR TO SUBMITTING HIS BID FOR PROPER ACTION. 4. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES IN THE AREA OF WORK WHICH ARE NOT INCLUDED IN THIS CONSTRUCTION. ANY DAMAGE RESULTING FROM THIS WORK SHALL BE REPAIRED AND/OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. UNDERGROUND SERVICE ALERT: 5. BEFORE COMMENCING ANY EXCAVATION, THE CONTRACTOR SHALL OBTAIN AN UNDERGROUND SERVICE ALERT INQUIRY I.D. NUMBER BY CALLING 811. TWO (2) WORKING DAYS SHALL BE ALLOWED AFTER THE I.D. NUMBER IS OBTAINED AND BEFORE THE EXCAVATION WORK IS STARTED THAT UTILITY OWNERS CAN BE NOTIFIED. PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS: 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF PUBLIC AND PRIVATE PROPERTY ADJACENT TO THE WORK PER SECTION 7-9 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, SSPWC. REMOVALS: 7. EXISTING STRUCTURES AND SUBSTRUCTURES WHICH ARE INDICATED TO BE REMOVED IN THIS CONSTRUCTION DOCUMENTS SHALL BE TOTALLY REMOVED AND DISPOSED OF OFFSITE, UNLESS OTHERWISE INDICATED. EXISTING FACILITIES WHICH ARE DISCOVERED DURING CONSTRUCTION (INCLUDING WALLS, FOOTINGS AND FOUNDATIONS) SHALL BE REPORTED TO AND COORDINATED WITH THE OWNER REPRESENTATIVE AS TO THEIR REMOVAL. CONTRACTOR WILL NOTIFY THE OWNER REPRESENTATIVE IN WRITING PRIOR TO COMMENCING THE WORK. 8. ALL SITE PREPARATION AS INDICATED SHALL BE MADE UNDER THE CONTINUOUS INSPECTION OF THE INSPECTOR OF RECORD AND OAR (OWNERS AUTHORIZED REPRESENTATIVE). SECURE THE REQUIRED PERMIT FROM THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY FOR THE CONSTRUCTION OF TRENCHES, SHORING OR EXCAVATIONS WHICH ARE 5 FEET OR DEEPER OR WORK THAT MAY JEOPARDIZE THE WORKERS. SHORING CALCULATIONS SHALL BE PROVIDED BY THE CONTRACTOR AS REQUIRED FOR APPROVAL AND PERMITTING. 9. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION AREA SUFFICIENTLY DAMPENED TO CONTROL DUST CAUSED BY WORK ACTIVITIES AS REQUIRED BY THE OWNER REPRESENTATIVE AND JURISDICTIONAL AGENCY. 10. ALL WORK IN THE PUBLIC RIGHT OF WAY REQUIRES APPROVAL BY THE CITY OF NEWPORT BEACH PUBLIC WORKS BEFORE CONSTRUCTION BEGINS. CONTRACTOR SHALL SECURE AND PAY FOR ANY PERMIT INCLUDING UTILITY CONNECTIONS REQUIRED PRIOR TO CONSTRUCTION. 11. CONSTRUCTION STAKING AND ADJUSTMENTS FOR IMPROVEMENTS SHOWN ON THESE PLANS SHALL BE PERFORMED BY A LICENSED LAND SURVEYOR PAID FOR BY THE CONTRACTOR AND INCLUDED IN THE CONTRACT. 12. VOIDS RESULTING FROM REMOVAL WORK SHALL BE FILLED WITH SUITABLE MATERIALS AND COMPACTED TO 90% MAXIMUM DENSITY PER ASTM D-1557 OR UNLESS OTHERWISE NOTED WITHIN THE SOILS REPORT. 13. UPON COMPLETION OF PROJECT, CONTRACTOR SHALL REMOVE EXISTING CONSTRUCTION FENCING, APPURTENANCES AND OFFICE TRAILERS FROM THE SITE. PAVEMENT SHALL BE PATCHED AND REPAIRED TO MATCH ADJACENT PAVEMENT AND APPROVED BY THE OWNER REPRESENTATIVE OR CITY INSPECTOR AS APPLICABLE. 14. ANY ADDITIONAL SURVEYS OR TESTING AS A RESULT OF CONTRACTOR ERROR OR MISINFORMATION WILL BE CHARGED TO THE CONTRACTOR. 15. CONSTRUCT OFFSITE WORK TO COMPLY WITH THE REQUIREMENTS OF THE LOCAL GOVERNING AGENCY. GENERAL CONTRACTOR TO SECURE AND PAY FOR REQUIRED CONSTRUCTION PERMITS. 16. CONSTRUCT STRAIGHT GRADES BETWEEN ELEVATIONS SHOWN ON PLAN UNLESS INTERRUPTED BY A GRADE CHANGE LINE. ANY DEVIATION FROM THE GRADING PLAN MUST HAVE PRIOR APPROVAL FROM THE DISTRICT ENGINEER. 17. GRADE LAWN, TURF, AND PLANTING AREA 1-1/2" TO 2" BELOW DESIGN GRADES INDICATED. 18. MAINTAIN A RECORD OF LOCATION OF UTILITY MARKERS ON THE AS -BUILT PLAN AND REINSTALL THEM AFTER PAVING. REPLACE BENT OR UNUSABLE MARKERS FOR ALL UTILITY LINES DISCOVERED WITHIN THE WORK AREA. INSTALL BRASS UTILITY MARKERS INDICATING DIRECTIONS OF LINES AT ALL CHANGES IN DIRECTIONS AFTER PAVING. INFORM THE SURVEYOR TO LOCATE AND RECORD ACTUAL LOCATIONS. 19. IF EXISTING UTILITIES ARE EXPOSED OR DETERMINED TO EXIST UNDER THE ROUGH GRADING SITE, CONTRACTOR SHALL PROVIDE A FLAGGED STAKE THAT INDICATES THEIR LOCATION, TYPE OF UTILITY, SIZE, PIPE MATERIAL AND DEPTH. STAKES SHALL BE INSTALLED AT 50' ON CENTER ON STRAIGHT LINES AND AT BENDS. 20. UNCLOG, CLEAN AND FLUSH THE WORK AREA DRAINAGE SYSTEM AFTER PAVING AND IMMEDIATELY BEFORE A RAIN FORECAST. 21. CALIFORNIA PUBLIC RESOURCES CODE (SECTION 5097.98) AND HEALTH AND SAFETY CODE (SECTION 7050.5) ADDRESS THE DISCOVERY AND DISPOSITION OF HUMAN REMAINS. IN THE EVENT OF DISCOVERY OR RECOGNITION OF ANY HUMAN REMAINS IN ANY LOCATION OTHER THAN A DEDICATED CEMETERY, THE LAW REQUIRES THAT GRADING IMMEDIATELY STOPS AND NO FURTHER EXCAVATION OF DISTURBANCE OF THE SITE, OR ANY NEARBY AREA WHERE HUMAN REMAINS MAY BE LOCATED, OCCUR UNTIL THE FOLLOWING MEASURES HAVE BEEN TAKEN: A. THE COUNTY CORONER HAS BEEN INFORMED AND HAS DETERMINED THAT NO INVESTIGATION OF THE CAUSE OF DEATH IS REQUIRED AND, B. IF THE REMAINS ARE OF NATIVE AMERICAN ORIGIN, THE DESCENDANTS FROM THE DECEASED NATIVE AMERICANS HAVE MADE A RECOMMENDATION FOR THE MEANS OF TREATING OR DISPOSING, WITH APPROPRIATE DIGNITY, OF THE HUMAN REMAINS AND ANY ASSOCIATED GRAVE GOODS. 22. ALL EXPORT OF MATERIAL FROM THE SITE MUST GO TO A PERMITTED SITE APPROVED BY THE JURISDICTIONAL AGENCY REPRESENTATIVE OR A LEGAL DUMPSITE. RECEIPTS FOR ACCEPTANCE OF EXCESS MATERIAL BY A DUMPSITE ARE REQUIRED AND MUST BE PROVIDED TO THE INSPECTOR OF RECORD UPON REQUEST. 23. SITE BOUNDARIES, EASEMENTS, DRAINAGE DEVICES, RESTRICTED USE AREAS SHALL BE LOCATED PER CONSTRUCTION STAKING BY A LICENSED SURVEYOR. PRIOR TO GRADING, AS REQUESTED BY THE INSPECTOR OF RECORD, ALL PROPERTY LINES, EASEMENTS, AND RESTRICTED USE AREAS SHALL BE STAKED. 24. CONTRACTOR SHALL INSTALL TEMPORARY FENCING AROUND THE PERIMETER OF THE CONSTRUCTION SITE AND STAGING AREA. CONTRACTOR TO REFER TO SPECIFICATION 01500 "TEMPORARY FACILITIES AND CONTROLS" FOR ALL TEMPORARY FACILITIES. GENERAL NOTES (CONT'N' 25. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, INCLUDING NPDES, FROM THE APPROPRIATE JURISDICTIONAL AGENCIES FOR DISCHARGE OF GROUND WATER THAT MAY BE NECESSARY TO ACCOMPLISH EXCAVATIONS SHOWN ON THESE PLANS. 26. STORM DRAINAGE SYSTEMS SHOWN ON THESE PLANS HAVE BEEN DESIGNED FOR THE FINAL SITE CONDITION AT COMPLETION OF THE PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ADEQUATE DRAINAGE OF THE SITE, DURING INTERIM CONDITIONS OF CONSTRUCTION. 27. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY, AND SHALL NOT BE LIMITED TO NORMAL WORKING HOURS. 28. THE PROPOSED GRADE IS THE FINAL GRADE AND NOT THE ROUGH GRADE. THE CONTRACTOR SHALL SUBTRACT THE THICKNESS OF THE PAVED SECTION AND/OR LANDSCAPE TOPSOIL SECTION TO ARRIVE AT THE ROUGH GRADE ELEVATION. 29. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE OWNER WITH A COMPLETE SET OF REPRODUCIBLE "AS -BUILT" DRAWINGS OF ALL WORK PERFORMED UNDER THIS CONTRACT, AS SHOWN WITHIN THESE CONSTRUCTION DRAWINGS. ALL FIELD CHANGES SHALL BE SHOWN IN DETAIL ON THE "AS -BUILT" DRAWINGS AND SHALL INCORPORATE AS A MINIMUM, NEW ELEVATIONS, GRADES AND ALIGNMENT OF UNDERGROUND FACILITIES WITH DIMENSIONAL TIES TO BUILDINGS OR OTHER VISIBLE IMPROVEMENTS. GEOTECHNICAL NOTES: 1. ALL WORK MUST BE IN COMPLIANCE WITH THE RECOMMENDATIONS INCLUDED IN THE GEOTECHNICAL CONSULTANT'S REPORT(S) AND THE APPROVED GRADING PLANS AND SPECIFICATIONS. 2. SITE GEOTECHNICAL INVESTIGATIONS AND REPORTS WAS PREPARED BY NORCAL ENGINEERING TITLED GEOTECHNICAL ENGINEERING INVESTIGATION, PROPOSED RENTAL CAR DEVELOPEMENT, 4500 CAMPUS DRIVE, NEWPORT BEACH, CA PROJECT NO. 17624-14 DATED SEPTEMBER 5, 2014. RECOMMENDATION OF THE SOIL'S REPORT AND ADDENDUM ARE PART OF THIS NOTE AND SHALL BE PERFORMED BY THE CONTRACTOR AS APPLICABLE. 3. THE GEOTECHNICAL ENGINEER IS TO APPROVE THE KEY OR BOTTOM OF EXCAVATION AND LEAVE A CERTIFICATE ON THE SITE FOR THE INSPECTOR OF RECORD. THE IOR IS TO BE NOTIFIED BEFORE ANY GRADING BEGINS AND FOR BOTTOM INSPECTION BEFORE FILL IS PLACED. FILL MAY NOT BE PLACED WITHOUT APPROVAL OF THE IOR. 4. GRADING OPERATIONS MUST BE CONDUCTED UNDER PERIODIC INSPECTIONS BY THE GEOTECHNICAL CONSULTANTS WITH DAILY INSPECTION REPORTS TO BE SUBMITTED TO THE IOR OR THE OWNER REPRESENTATIVE. 5. THE SOIL ENGINEER SHALL PROVIDE SUFFICIENT INSPECTIONS DURING THE PREPARATION OF THE NATURAL GROUND AND THE PLACEMENT AND COMPACTION OF THE FILL TO BE SATISFIED THAT THE WORK IS BEING PERFORMED IN ACCORDANCE WITH THE PLAN AND APPLICABLE CODE REQUIREMENTS. 6. FOUNDATION AND WALL EXCAVATIONS MUST BE INSPECTED AND APPROVED BY THE OWNER RETAINED CONSULTING SOIL'S ENGINEER, PRIOR TO THE PLACING OF STEEL OR CONCRETE. 7. TRENCHES FROM INSTALLATION OF UTILITY LINES AND OTHER EXCAVATIONS MAY BE BACKFILLED WITH ON-SITE SOILS OR APPROVED IMPORTED SOILS COMPACTED TO A MINIMUM OF 90% RELATIVE COMPACTION. 8. ALL UTILITY LINES SHALL BE PROPERLY BEDDED WITH CLEAN SAND HAVING A SAND EQUIVALENCY RATING OF 30 (SE > 30) OR MORE. 9. ANY VEGETATION AND DEMOLITION DEBRIS SHALL BE REMOVED AND HAULED FROM PROPOSED GRADING AREAS PRIOR TO THE START OF GRADING OPERATIONS. 10. EXISTING VEGETATION SHALL NOT BE MIXED OR DICED INTO THE SOILS. 11. ANY REMOVED SOILS MAY BE RE -UTILIZED AS COMPACTED FILL ONCE ANY DELETERIOUS MATERIAL OR OVERSIZED MATERIALS (IN EXCESS OF EIGHT INCHES) ARE REMOVED. OVER -EXCAVATION REQUIREMENTS 12. ALL FILL SOILS SHALL BE REMOVED TO COMPETENT NATIVE MATERIAL (ABOUT 11 TO 3 FEET), THE EXPOSED SURFACE SCARIFIED TO A DEPTH OF 12 INCHES, BROUGHT TO WITHIN 2% OF OPTIMUM MOISTURE CONTENT AND COMPACTED TO A MINIMUM OF 90% OF THE LABORATORY STANDARD (ASTM: D-1557) PRIOR TO PLACEMENT OF ANY ADDITIONAL COMPACTED FILL SOILS, FOUNDATIONS, SLABS -ON -GRADE AND PAVEMENT. 13. ANY EXISTING LOW DENSITY SOILS AND/OR SATURATED SOILS SHALL BE REMOVED TO COMPETENT NATURAL SOIL UNDER THE INSPECTION OF THE SOILS ENGINEERING FIRM. 14. AFTER THE EXPOSED SURFACE HAS BEEN CLEANSED OF DEBRIS AND/OR VEGETATION, IT SHALL BE SCARIFIED UNTIL IT IS UNIFORM IN CONSISTENCY, BROUGHT TO THE PROPER MOISTURE CONTENT AND COMPACTED TO A MINIMUM OF 90% RELATIVE COMPACTION (IN ACCORDANCE WITH ASTM: D-1557). 15. GRADING SHALL EXTEND A MINIMUM OF FIVE HORIZONTAL FEET OUTSIDE THE EDGES OF FOUNDATIONS OR EQUIDISTANT TO THE DEPTH OF FILL PLACED, WHICHEVER IS GREATER. FILL NOTES 16. THE ON-SITE SOILS OR APPROVED IMPORT SOILS MAY BE UTILIZED FOR THE COMPACTED FILL PROVIDED THEY ARE FREE OF ANY DELETERIOUS MATERIALS AND SHALL NOT CONTAIN ANY ROCKS, BRICK, ASPHALTIC CONCRETE, CONCRETE OR OTHER HARD MATERIALS GREATER THAN EIGHT INCHES IN MAXIMUM DIMENSIONS. 17. ANY IMPORT SOIL MUST BE APPROVED BY THE SOILS ENGINEERING FIRM A MINIMUM OF 24 HOURS PRIOR TO IMPORTATION OF SITE. 18. ANY IMPORTED FILL MATERIAL SHOULD BE PREFERABLY SOIL SIMILAR TO THE UPPER SOILS ENCOUNTERED AT THE SUBJECT SITE. 19. THE APPROVED FILL SOILS SHALL BE PLACED IN LAYERS NOT EXCESS OF SIX INCHES IN THICKNESS. EACH LIFT SHALL BE UNIFORM IN THICKNESS AND THOROUGHLY BLENDED. 20. THE FILL SOILS SHALL BE BROUGHT TO WITHIN 2% OF THE OPTIMUM MOISTURE CONTENT, UNLESS OTHERWISE SPECIFIED BY THE SOILS ENGINEERING FIRM. 21. EACH LIFT SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE COMPACTION (IN ACCORDANCE WITH ASTM: D-1557) AND APPROVED PRIOR TO THE PLACEMENT OF THE NEXT LAYER OF SOIL. 22. COMPACTION TESTS SHALL BE OBTAINED AT THE DISCRETION OF THE SOILS ENGINEERING FIRM BUT TO A MINIMUM OF ONE TEST FOR EVERY 500 CUBIC YARDS PLACED AND/OR FOR EVERY 2 FEET OF COMPACTED FILL PLACED. 23. ALL SOILS SHALL BE APPROVED BY GEOTECHNICAL ENGINEERING PRIOR TO IMPORTING AT THE SITE. TEMPORARY EXCAVATIONS 24. TEMPORARY UNSURCHARGED EXCAVATIONS IN THE EXISTING SITE MATERIALS LESS THAN 4 FEET HIGH MAY BE MADE AT A VERTICAL GRADIENT UNLESS COHESIONLESS SOILS ARE ENCOUNTERED. GEOTECHNICAL NOTES (CONT'N' 25. IN AREAS WHERE SOILS WITH LITTLE OR NO BINDER ARE ENCOUNTERED, WHERE ADVERSE GEOLOGICAL CONDITIONS ARE EXPOSED, OR WHERE EXCAVATIONS ARE ADJACENT TO EXISTING STRUCTURES, SHORING, SLOT -CUTTING, OR FLATTER EXCAVATIONS MAY BE REQUIRED. 26. ALL EXCAVATIONS SHALL BE MADE IN ACCORDANCE WITH THE REQUIREMENTS OF CAL -OSHA AND OTHER PUBLIC AGENCIES HAVING JURISDICTION. 27. TEMPORARY SHORING DESIGN MAY UTILIZE AN ACTIVE EARTH PRESSURE OF 25 PCF WITHOUT ANY SURCHARGE DUE TO ADJACENT TRAFFIC, EQUIPMENT OR STRUCTURES. THE PASSIVE FLUID PRESSURES OF 250 PCF MAY BE DOUBLED TO 500 PCF FOR TEMPORARY DESIGN. PAVEMENT SECTION DESIGN 28. ALL CONCRETE SLABS TO BE UTILIZED FOR PAVEMENT SHALL BE A MINIMUM OF SIX INCHES IN THICKNESS AND PLACED ON APPROVED SUBGRADE SOILS. 29. ANY APPROVED BASE MATERIAL SHALL CONSIST OF A CLASS II AGGREGATE OR EQUIVALENT AND SHOULD BE COMPACTED TO A MINIMUM OF 95% RELATIVE COMPACTION. 30. THE BASE MATERIAL AND ASPHALTIC CONCRETE SHOULD BE TESTED PRIOR TO DELIVERY TO THE SITE AND DURING THE PLACEMENT TO DETERMINE CONFORMANCE WITH THE PROJECT SPECIFICATIONS. UTILITY TRENCH AND EXCAVATION BACKFILL 31. TRENCHES FROM INSTALLATION OF UTILITY LINES AND OTHER EXCAVATIONS MAY BE BACKFILLED WITH ON-SITE SOILS OR APPROVED IMPORTED SOILS COMPACTED TO A MINIMUM OF 90% RELATIVE COMPACTION. 32. ALL UTILITY LINES SHALL BE PROPERLY BEDDED WITH CLEAN SAND HAVING SAND EQUIVALENCY RATING OF 30 (SE>30) OR MORE. BENCHMARK REFERENCE: ORANGE COUNTY SURVEYOR BENCHMARK NO. 3S-39-90 ELEVATION = 47.704 FEET NAVD 88(2003). BENCHMARK BEING A 3 3/4" ALUMINUM DISK STAMPED "3S-39-90" SET IN THE SOUTHWEST CORNER OF A 4 FT. BY 15 FT. CONCRETE CATCH BASIN LOCATED IN THE NORTHWEST CORNER OF THE INTERSECTION OF MACARTHUR BOULEVARD AND CAMPUS DRIVE, 90 FT. WESTERLY OF THE CENTERLINE OF CAMPUS DRIVE. BASIS OF BEARINGS BASIS OF BEARINGS IS THE CENTERLINE OF BIRCH STREET BEING N39°48'15"E AS PER MAP RECORDED IN BOOK 190 PAGES 11, 12, AND 13 OF MISCELLANEOUS MAPS IN THE OFFICE OF THE COUNTY RECORDER OF ORANGE COUNTY. DATE OF SURVEY DATE OF FIELD SURVEY: JUNE & JULY 2017 PROPERTY ADDRESS : 4340, 4360, & 4400 CAMPUS DRIVE 4341 BIRCH STREET NEWPORT BEACH, CA 92660 PROPERTY OWNER: JOHN SAUNDERS SAUNDERS PROPERTY COMPANY 4040 MACARTHUR BOULEVARD, SUITE 300 NEWPORT BEACH, CA, 92660 PHONE: (949)251-0444 CIVIL ENGINEER: VCA ENGINEERS, INC. 1041 S GARFIELD AVENUE, SUITE #210 ALHAMBRA, CA 91801 PHONE: (323) 729-6098 SOILS ENGINEER: NORCAL ENGINEERING, SOILS AND GEOTECHNICAL CONSULTANT, 10641 HUMBOLT STREET LOS ALAMITOS, CA 90720 PHONE: (562)799-9469 SHEET INDEX: SHEET NO. SHEET TITLE C1.0 GENERAL NOTES C1.1 LEGENDS AND ABBREVIATIONS CD1.0 SITE DEMOLITION PLAN CD1.1 SITE DEMOLITION PLAN C2.0 SITE CONTROL PLAN C2.1 SITE CONTROL PLAN C3.0 SITE GRADING PLAN C3.1 SITE GRADING PLAN C4.0 WQMP PLAN C4.1 WQMP PLAN C5.0 EROSION CONTROL PLAN C5.1 EROSION CONTROL PLAN C5.2 EROSION CONTROL DETAILS C5.3 EROSION CONTROL DETAILS C6.0 MISCELLANEOUS DETAILS C6.1 MISCELLANEOUS DETAILS C6.2 MISCELLANEOUS DETAILS z O z O U D co w U H U) m z Z) O cf) U a D O U � H O z Z O � V ) Z �/ rU) V Z_ X W C) W J vJ 2 W W 0. O Cn 2i Z Q U W W + W r ^ (/ 'Z W W v ■ E r Z v v� v o� Z � I Z 1r� 1`n W W � I S� CAMPUS DRIVE MATCHLINE - SEE SHEET CD1.1 REMOVAL LEGEND: REMOVE EXISTING AC PAVEMENT AND BASE MATERIAL, FULL DEPTH. + + + REMOVE EXISTING CONCRETE + + + 4 PAVEMENT AND BASE MATERIAL, FULL DEPTH. CLEAR, GRUB AND REMOVE EXISTING TURF/PLANTER/SHRUBS/EXPOSED SUBGRADE AREA. REMOVE EXISTING SHRUBS AND ROOTS IN THEIR ENTIRETY. REMOVE EXISTING BLDG \\\,\\\\ REMOVE EXISTING CONCRETE PAVERS REMOVE EXISTING / UTILITY LINE SHEET NOTES: REMOVAL NOTES: O REMOVE EXISTING AC PAVEMENT AND BASE MATERIAL, z 0 FULL DEPTH. z U O O2 REMOVE EXISTING CONCRETE PAVEMENT AND BASE U) MATERIAL, FULL DEPTH. U) rn rn z O3 REMOVE EXISTING BUILDING, FOOTINGS, AND ALL OU APPURTENANCES IN ITS ENTIRETY. a Of0 O4 REMOVE EXISTING CONCRETE RAMP, FOOTINGS AND U H HAND RAILS IN ITS ENTIRETY. p z O5 CLEAR, GRUB AND REMOVE EXISTING TURF/PLANTER/EXPOSED SUBGRADE AREA. REMOVE EXISTING SHRUBS AND ROOTS. O6 REMOVE EXISTING FENCE IN ITS ENTIRETY. �N O7 Z REMOVE EXISTING CURB/GUTTER/SIDEWALK IN ITS ENTIRETY. cn N O8 REMOVE EXISTING GUARD POST / BOLLARD / FLAG w POLE. Z' _a �o a O9 REMOVE EXISTING CMU WALL AND PLANTER WALL IN ITS z" U Q p D ENTIRETY. w, <! uj E M 10 REMOVE EXISTING STORAGE CONTAINER. o s 11 REMOVE EXISTING STRIPING IN ITS ENTIRETY. a¢ 12 REMOVE EXISTING SIGN IN ITS ENTIRETY. a 13 REMOVE EXISTING IRRIGATION SYSTEM AND CONTROLLER. 14 REMOVE EXISTING BASKETBALL HOOPS IN ITS ENTIRETY. 15 REMOVE EXISTING CONCRETE BARRIERS IN ITS ENTIRETY. 16 REMOVE EXISTING CURB CUT. 'O 17 REMOVE EXISTING CONCRETE PAVERS. VJ 18 REMOVE EXISTING TREE IN ITS ENTIRETY. � Z 19 REMOVE EXISTING CATCH BASIN/ DRAIN INLET. ry ) 20 REMOVE EXISTING DRIVEWAY APPROACH IN ITS V ENTIRETY. Z W 21 SAWCUT EXISTING PAVEMENT PER DETAIL 1 ON SHEET C-6.0. Q Q W 22 REMOVE EXISTING CURB AND GUTTER IN ITS ENTIRETY. ^ J INNNNNNN 23 REMOVE EXISTING UTILITY LINE. L.L O U 24 CAP AND PLUG EXISTING UTILITY LINE. VERIFY IN FIELD O = U) EXACT LOCATION. ^^ PROTECT—IN—PLACE NOTES: iii_� U)30 PROTECT IN PLACE CATCH BASIN / DRAIN INLET. J MENOMINEE ADJUST TO NEW DESIGN GRADES AS REQUIRED. O N r< 31 PROTECT IN PLACE EXISTING TREES, SHRUBS, SOD, ETC. COORDINATE WITH LANDSCAPE DRAWINGS. 32 PROTECT IN PLACE EXISTING AC PAVEMENT. 0 UJ W + 33 PROTECT IN PLACE EXISTING BOULDERSH. 34 PROTECT IN PLACE EXISTING BIOSWALE. W Z 35 PROTECT IN PLACE EXISTING BUILDING. co 36 PROTECT IN PLACE EXISTING V—GUTTER. W 37 PROTECT IN PLACE EXISTING UTILITY/ELECTRICAL UTILITY. 38 PROTECT IN PLACE EXISTING STREETLIGHT/POST. 39 PROTECT IN PLACE EXISTING DRIVEWAY. 0 40 PROTECT IN PLACE EXISTING CURB. ' _ r 41 PROTECT IN PLACE EXISTING CMU WALL AND PLANTER E Q WALL IN ITS ENTIRETY. z 42 PROTECT IN PLACE EXISTING CURB CUT. N a 1. FOR GENERAL NOTES, LEGENDS AND ABBREVIATIONS, SEE SHEETS C1.0 & C1.1. 2. SEE ARCHITECTURAL DRAWINGS FOR OTHER SITE RELATED DIMENSIONS NOT SHOWN ON THIS DRAWING. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY AND SURFACE AND/OR UNDERGROUND UTILITIES IN CONFLICT WITH THE PROPOSED DEMOLITION AND DESIGN ITEMS. CONTRACTOR SHALL REPORT ANY DISCREPANCIES AND/OR CONSTRUCTION RELATED ISSUES TO THE OWNER OR DESIGN TEAM PRIOR TO THE COMMENCEMENT OF WORK. 4. CONTRACTOR TO VERIFY IN FIELD THE JOINING TO EXISTING ELEVATION AND THE CURRENT SITE CONDITION WITH THE DESIGN GRADES. CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE OWNER OR DESIGN TEAM PRIOR TO THE COMMENCEMENT OF WORK. SITE DEMOLITION PLAN 20 10 0 20 40 SCALE: 1" = 20' L 0 �L c 52 CD1l.0 r +l�iyyp -�� MIN n ir- CD1.1 yII _I 'r�i�na� 0 0MMoons � )°° !'_.. - KEY MAP NOT TO SCALE SITE DEMOLITION PLAN 20 10 0 20 40 SCALE: 1" = 20' L 0 �L c 52 REMOVAL NOTES: O1 REMOVE EXISTING AC PAVEMENT AND BASE MATERIAL, FULL DEPTH. O2 REMOVE EXISTING CONCRETE PAVEMENT AND BASE MATERIAL, FULL DEPTH. OREMOVE EXISTING BUILDING, FOOTINGS, AND ALL APPURTENANCES IN ITS ENTIRETY. O4 REMOVE EXISTING CONCRETE RAMP, FOOTINGS AND HAND RAILS IN ITS ENTIRETY. O5 CLEAR, GRUB AND REMOVE EXISTING TURF/PLANTER/EXPOSED SUBGRADE AREA. REMOVE EXISTING SHRUBS AND ROOTS. O6 REMOVE EXISTING FENCE IN ITS ENTIRETY. O7 REMOVE EXISTING CURB/GUTTER/SIDEWALK IN ITS ENTIRETY. 11 REMOVE EXISTING STRIPING IN ITS ENTIRETY. 12 REMOVE EXISTING SIGN IN ITS ENTIRETY. 13 REMOVE EXISTING IRRIGATION SYSTEM AND CONTROLLER. 14 REMOVE EXISTING BASKETBALL HOOPS IN ITS ENTIRETY. 15 REMOVE EXISTING CONCRETE BARRIERS IN ITS ENTIRETY. 16 REMOVE EXISTING CURB CUT. 17 REMOVE EXISTING CONCRETE PAVERS. 18 REMOVE EXISTING TREE IN ITS ENTIRETY. 19 REMOVE EXISTING CATCH BASIN/ DRAIN INLET. 20 REMOVE EXISTING DRIVEWAY APPROACH IN ITS EXISTING ENTIRETY. J O 21 SAWCUT EXISTING PAVEMENT PER DETAIL 1 ON SHEET C-6.0. r - 8O REMOVE EXISTING GUARD POST / BOLLARD / FLAG 22 REMOVE EXISTING CURB AND GUTTER IN ITS ENTIRETY. EXISTING POLE. 38 PROTECT O9 REMOVE EXISTING CMU WALL AND PLANTER WALL IN ITS 23 REMOVE EXISTING UTILITY LINE. 39 ENTIRETY. IN PLACE EXISTING DRIVEWAY. 24 CAP AND PLUG EXISTING UTILITY LINE. VERIFY IN FIELD 10 REMOVE EXISTING STORAGE CONTAINER. EXISTING EXACT LOCATION. 0 A nlA rn PROTECT -IN-PLACE NOTES: 30 PROTECT IN PLACE CATCH BASIN / DRAIN INLET. ADJUST TO NEW DESIGN GRADES AS REQUIRED. 31 PROTECT IN PLACE EXISTING TREES, SHRUBS, SOD, ETC. COORDINATE WITH LANDSCAPE DRAWINGS. 32 PROTECT IN PLACE EXISTING AC PAVEMENT. 33 PROTECT IN PLACE EXISTING BOULDERS. 34 PROTECT IN PLACE EXISTING BIOSWALE 35 PROTECT IN PLACE EXISTING BUILDING. 36 PROTECT IN PLACE EXISTING V—GUTTER 37 PROTECT IN PLACE EXISTING UTILITY/ELECTRICAL UTILITY. 38 PROTECT IN PLACE EXISTING STREETLIGHT/POST. 39 PROTECT IN PLACE EXISTING DRIVEWAY. 40 PROTECT IN PLACE EXISTING CURB. 41 PROTECT IN PLACE EXISTING CMU WALL AND PLANTER .� WALL IN ITS ENTIRETY. 42 PROTECT IN PLACE EXISTING CURB CUT. REMOVAL LEGEND: REMOVE EXISTING AC PAVEMENT AND BASE MATERIAL, FULL DEPTH. + + + REMOVE EXISTING CONCRETE + + + PAVEMENT AND BASE MATERIAL, FULL DEPTH. CLEAR, GRUB AND REMOVE EXISTING TURF/PLANTER/SHRUBS/EXPOSED SUBGRADE AREA. REMOVE EXISTING SHRUBS AND ROOTS IN THEIR ENTIRET REMOVE EXISTING BLDG REMOVE EXISTING CONCRETE PAVERS REMOVE EXISTING UTILITY LINE SHEET NOTES: 1. FOR GENERAL NOTES, LEGENDS AND ABBREVIATIONS, SEE SHEETS C1.0 & C1.1. 2. SEE ARCHITECTURAL DRAWINGS FOR OTHER SITE RELATED DIMENSIONS NOT SHOWN ON THIS DRAWING. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY AND SURFACE AND/OR UNDERGROUND UTILITIES IN CONFLICT WITH THE PROPOSED DEMOLITION AND DESIGN ITEMS. CONTRACTOR SHALL REPORT ANY DISCREPANCIES AND/OR CONSTRUCTION RELATED ISSUES TO THE OWNER OR DESIGN TEAM PRIOR TO THE COMMENCEMENT OF WORK. 4. CONTRACTOR TO VERIFY IN FIELD THE JOINING TO EXISTING ELEVATION AND THE CURRENT SITE CONDITION WITH THE DESIGN GRADES. CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE OWNER OR DESIGN TEAM PRIOR TO THE COMMENCEMENT OF WORK. SITE DEMOLITION PLAN 20 10 0 20 40 SCALE: 1" = 20' z _O z O U U fy- U H U m z O U U a O U LL I-- 0 O z Z O_ U) Z a�na cD1.01' U) -- �,' 0— KEY MAP NOT TO SCALE SITE DEMOLITION PLAN 20 10 0 20 40 SCALE: 1" = 20' z _O z O U U fy- U H U m z O U U a O U LL I-- 0 O z a M Z O_ U) Z U) 0— Z x Lu z Q W J< J .� OU) O W U J O Q 20 Lu r - 0 W = Lu U Z cn W m a M Z 0 C/) Z `Yn W W U Go 00 MATCHLINE-SEE SHEET C2.0 CONSTRUCTION NOTES: O1 CONSTRUCT NEW 3" OR 4" THICK ASPHALT PAVEMENT SURFACING OVER 5" THICK CRUSHED AGGREGATE BASE (CAB), PER DETAIL 2 ON SHEET C6.0. O2 CONSTRUCT NEW 6" THICK CONCRETE PAVEMENT OVER 12" CRUSHED AGGREGATE BASE PER DETAIL 5 ON SHEET C6.0. OCONCRETE CURB AND GUTTER PER CITY OF NEWPORT BEACH PUBLIC WORKS STD -182—L, TYPE A. OCONCRETE CURB PER CITY OF NEWPORT BEACH PUBLIC WORKS STD -182—L, TYPE B. O5 6" MOW STRIP PER DETAIL 1 ON SHEET C6.1. O6 JOIN WITH EXISTING CONCRETE PAVEMENT PER DETAIL 1 ON SHEET C6.0. O7 SAWCUT AND CONSTRUCT NEW AC PAVEMENT THICKNESS TRANSITION PER DETAIL 6 ON SHEET C6.0. O8 CONSTRUCT NEW BIORETENTION SYSTEM PER DETAIL 1 ON SHEET C6.2. O9 CONSTRUCT NEW CMU WALL TO MATCH EXISTING WALL PER DETAIL 5 ON SHEET C6.1. 10 NEW PARKING STRIPING PER ARCHITECTURAL DRAWINGS. 11 NEW BOLLARDS PER ARCHITECTURAL DRAWINGS. 12 INSTALL NEW SPIKE STRIPS PER ARCHITECTURAL DRAWINGS. 13 INSTALL WROUGHT IRON GATE PER ARCHITECTURAL DRAWINGS. 14 INSTALL NEW WROUGHT IRON FENCE PER ARCHITECTURAL DRAWINGS. 15 NEW CHAINLINK FENCE PER ARCHITECTURAL DRAWINGS. 16 NEW PLATE BARRIER PER ARCHITECTURAL DRAWINGS. 17 NEW BOULDERS PER ARCHITECTURAL DRAWINGS. 18 CONCRETE V—GUTTER PER DETAIL 7 ON SHEET C6.0. 19 INSTALL JENSEN PRECAST SAND—OIL INTERCEPTOR MODEL JZ2500SO PER DETAIL 3 ON SHEET C6.1. 20 NEW TRUNCATED DOMES PER DETAIL 4 ON SHEET C6.0. 21 NEW DRIVEWAY APPROACH PER CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STD-160—L—A. 22 NEW CURB AND GUTTER TYPE A PER CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STD -182—L. NEW WROUGHT IRON PEDESTRIAN GATE PER ARCHITECTURAL DRAWINGS. 24 NEW PLANTER AREA PER ARCHITECTURAL AND LANDSCAPE DRAWINGS. 25 NEW PEDESTRIAN WALKWAY OVER CULVERT PER ARCHITECTURAL DRAWINGS. 26 NEW TRASH ENCLOSURE AREA PER ARCHITECTURAL DRAWINGS. R LEGENDS: CONSTRUCT NEW 3" OR 4" THICK ASPHALT PAVEMENT SURFACING OVER 5" THICK CRUSHED AGGREGATE BASE (CAB). CONSTRUCT NEW 6" THICK CONCRETE PAVEMENT OVER 12" THICK CRUSHED AGGREGATE BASE (CAB). CONSTRUCT NEW BIOSWALE PER ARCHITECTURAL DRAWINGS CONSTRUCT NEW CMU WALL PER ARCHITECTURAL DRAWINGS SHEET NOTES: 1. FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS, SEE SHEETS C1.0 AND C1.1. 2. SEE ARCHITECTURAL DRAWINGS FOR OTHER SITE RELATED DIMENSIONS AND GRID LINES NOT SHOWN ON THIS DRAWING. 3. SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR OFFSETS BEFORE STARTING GRADING. SURVEY NOTE: BASIS OF BEARINGS BASIS OF BEARINGS IS THE CENTERLINE OF BIRCH STREET BEING N39°48'15"E AS PER MAP RECORDED IN BOOK 190 PAGES 11, 12 AND 13 OF MISCELLANEOUS MAPS IN THE OFFICE OF THE COUNTY RECORDED OF ORANGE COUNTY. BENCHMARK ORANGE COUNTY SURVEYOR BENCHMARK NO. 3S-39-90 ELEVATION = 47.704 FEET NAVD 88(2003). BENCH MARK BEING A 3 J" ALUMINUM DISK STAMPED "3S-39-90" SET IN THE SOUTHWEST CORNER OF A 4 FT. BY 15 FT. CONCRETE CATCH BASIN LOCATED IN THE NORTHWEST CORNER OF THE INTERSECTION OF MACARTHUR BOULEVARD AND CAMPUS DRIVE, 90 FT. WESTERLY OF CENTERLINE OF CAMPUS DRIVE. SITE ADDRESS 4341 BIRCH STREET, NEWPORT BEACH, CA, 92660. ASSESSOR PARCEL NUMBER APN 427-121-14 ZONING OA—OFFICE AIRPORT SITE CONTROL PLAN SCALE: 1" = 20' z J n J O Z O C) W U) z O z O U U H U) m z Z) O U) U d � O U LL H O z 0 N 3 N N 7 � C a d O m O O U E Q q 7 U m m N N ~ @ r E n co CO v m x U) z J O L91 ry W Z W 01 W U) s O 9 Ilk G2 1 )oo KEY MAP NOT TO SCALE SITE CONTROL PLAN SCALE: 1" = 20' z J n J O Z O C) W U) z O z O U U H U) m z Z) O U) U d � O U LL H O z 0 N 3 N N 7 � C a d O m O O U E Q q 7 U m m N N ~ @ r E n co CO v m x U) z J O L91 ry W Z W 01 W U) s O MATCHLINE-SEE SHEET C3.1 ESTIMATED EARTHWORK QUANTITY ESTIMATED CUT ESTIMATED FILL ESTIMATED NET NOTES- = 467.4 CY = 476.0 CY = 8.6 CY (FILL) 1. THE ESTIMATED QUANTITIES PROVIDED ABOVE ARE FOR REFERENCE ONLY TO BE USED FOR JURISDICTIONAL PLAN CHECKING AND PERMITTING PURPOSES ONLY. 2. ESTIMATED EARTHWORK ABOVE IS BASED ON DESIGN FINISH GRADES TO EXISTING GRADES IN TOPOGRAPHICAL SURVEY. THE ESTIMATED EARTHWORK DOES NOT CONSIDER THE THICKNESS OF EACH PAVEMENT MATERIAL, FOUNDATION AND SLAB ON GRADE VOLUMES, THE REMOVAL OF ANY UNSUITABLE MATERIAL, AND THE REMOVAL OF EXISTING BASEMENTS, PITS, VAULTS, TOP SOIL OR VEGETATION. 3. THE ESTIMATED EARTHWORK QUANTITIES DO NOT INCLUDE SHRINKAGE FACTORS DUE TO COMPACTION OR ANY OVER EXCAVATION QUANTITIES. 4. CONTRACTOR SHALL PERFORM DETAILED QUANTITY TAKE—OFF BASED ON THE EXISTING AND NEW ELEVATIONS PROVIDED ON THESE DOCUMENTS AND INFORMATION PROVIDED IN THE SPECIFICATIONS AND GEOTECHNICAL REPORTS NECESSARY FOR HIS BID AND WORK. VCA IS NOT RESPONSIBLE AND LIABLE FOR THE CONTRACTOR'S EARTHWORK CALCULATIONS. 5. ESTIMATED EARTHWORK QUANTITIES ABOVE ASSUME THAT ALL ON—SITE MATERIALS ARE SUITABLE FOR BACKFILLING. HOWEVER, ACTUAL EXISTING ON—SITE MATERIALS AND IMPORTED MATERIALS MUST FIRST BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO INSTALLATION, REMOVAL, OR REPLACEMENT. SHEET NOTES: 1. FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS, SEE SHEETS C1.0 AND C1.1. 2. SEE ARCHITECTURAL DRAWINGS FOR OTHER SITE RELATIVE DIMENSIONS NOT SHOWN ON THIS DRAWING. SITE GRADING PLAN IIIIIIIIIIIIIIII■ IIIIIIIIIIIIIIII■ SCALE: 1" = 20' z _O z O U U) ry U H co m z O U U d � O U U- 0 O z Z O C/) Cl Z J- �/ n of i I cli rU) V Z _ � W KEY MAP NOT TO SCALE SITE GRADING PLAN IIIIIIIIIIIIIIII■ IIIIIIIIIIIIIIII■ SCALE: 1" = 20' z _O z O U U) ry U H co m z O U U d � O U U- 0 O z CD M U C 02 Z O C/) Z �/ rU) V Z _ � W r) W Z J ~ Q p (/) 0. Z) CD Z rW U 5� Q U QW o� r - CD W = W 1- U F- Z 0� co W m CD M U C 02 Y/.LO FL ll.�� I � O A nlA rll ESTIMATED EARTHWORK QUANTITY ESTIMATED CUT = 467.4 CY ESTIMATED FILL = 476.0 CY ESTIMATED NET = 8.6 CY (FILL) NOTES: 1. THE ESTIMATED QUANTITIES PROVIDED ABOVE ARE FOR REFERENCE ONLY TO BE USED FOR JURISDICTIONAL PLAN CHECKING AND PERMITTING PURPOSES ONLY. 2. ESTIMATED EARTHWORK ABOVE IS BASED ON DESIGN FINISH GRADES TO EXISTING GRADES IN TOPOGRAPHICAL SURVEY. THE ESTIMATED EARTHWORK DOES NOT CONSIDER THE THICKNESS OF EACH PAVEMENT MATERIAL, FOUNDATION AND SLAB ON GRADE VOLUMES, THE REMOVAL OF ANY UNSUITABLE MATERIAL, AND THE REMOVAL OF EXISTING BASEMENTS, PITS, VAULTS, TOP SOIL OR VEGETATION. 3. THE ESTIMATED EARTHWORK QUANTITIES DO NOT INCLUDE SHRINKAGE FACTORS DUE TO COMPACTION OR ANY OVER EXCAVATION QUANTITIES. 4. CONTRACTOR SHALL PERFORM DETAILED QUANTITY TAKE—OFF BASED ON THE EXISTING AND NEW ELEVATIONS PROVIDED ON THESE DOCUMENTS AND INFORMATION PROVIDED IN THE SPECIFICATIONS AND GEOTECHNICAL REPORTS NECESSARY FOR HIS BID AND WORK. VCA IS NOT RESPONSIBLE AND LIABLE FOR THE CONTRACTOR'S EARTHWORK CALCULATIONS. 5. ESTIMATED EARTHWORK QUANTITIES ABOVE ASSUME THAT ALL ON—SITE MATERIALS ARE SUITABLE FOR BACKFILLING. HOWEVER, ACTUAL EXISTING ON—SITE MATERIALS AND IMPORTED MATERIALS MUST FIRST BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO INSTALLATION, REMOVAL, OR REPLACEMENT. SHEET NOTES: 1. FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS, SEE SHEETS C1.0 AND C1.1. 2. SEE ARCHITECTURAL DRAWINGS FOR OTHER SITE RELATIVE DIMENSIONS NOT SHOWN ON THIS DRAWING. SITE GRADING PLAN SCALE: 1" = 20' I z _O z O U Z) (1) ry U H co m z O U U d ry Z) O U LL H O z Z 0 Z mm z W r) W Z J ~ QOM VLu/\/� Z) • U D � • KEY NOT • SCALE SITE GRADING PLAN SCALE: 1" = 20' I z _O z O U Z) (1) ry U H co m z O U U d ry Z) O U LL H O z L 0 c Z 0 Z CJ//\/� U z W r) W Z J ~ QOM VLu/\/� Z) Z U Q U Qn 0� r - (D W = w [--- U Z 0� U) W m L 0 c �_ _ CAMPUS DRIVE BMP SUMMARY TABLE TRIBUTARY ID IMPERVIOUS AREA (SF) BMP TYPE PROVIDED BMP NO. BMP SIZE REQUIRED (SF) BMP SIZE PROVIDED (SF) 1 5,565 INF -3 BIORETENTION 1 652 2,743 2 6,200 INF -3 BIORETENTION 2 748 786 3 27,948 INF -3 BIORETENTION 3&4 3,369 4,012 4 455 INF -3 BIORETENTION 5 49 604 TOTAL 40,168 � U 16rri TRIBUTARY AREA 2 4,096 8,146 z O z O U D U U) m z Z) O U) U d � O U LL H O z TRIBUTARY AREA 3 + + + + TRIBUTARY AREA 4 W Ji Y i 4 BIORETENTION WITHOUT UNDERDRAIN W �Y W W W W W W W TRIBUTARY AREA OUTLINE CONSTRUCTION NOTES: STORM DRAIN: O1 INSTALL SDR 35 PVC STORM DRAIN LINE, SEE PLAN FOR SIZES. FOR TRENCH SECTION REFER TO DETAIL 2 ON SHEET C-6.2. O2 CONSTRUCT 24X24 CATCH BASIN WITH KRISTAR FILTER INSERT PER DETAIL 3 ON SHEET C-6.2. O3 CONNECT TO EXISTING STORM DRAIN LINE. VERIFY SIZE IN FIELD AND PROVIDE REDUCING FITTINGS AND COUPLINGS AS NEEDED. VERIFY LOCATION IN FIELD PRIOR TO CONSTRUCTION/INSTALLATION OF STORM DRAIN SYSTEM. OINSTALL NEW PARKWAY CULVERT TYPE C PER CITY OF NEWPORT BEACH STANDARD DETAIL STD -319-L. OINSTALL NEW CURB DRAIN PER APWA STANDARD DETAIL 150-3. SHEET NOTES: 1. FOR GENERAL NOTES, LEGENDS AND ABBREVIATIONS, SEE SHEETS C1.0 AND C1.1. 2. SEE ARCHITECTURAL DRAWINGS FOR OTHER SITE RELATED DIMENSIONS NOT SHOWN ON THIS DRAWING. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL SURFACE AND/OR UNDERGROUND UTILITIES IN CONFLICT WITH THE PROPOSED DEMOLITION AND DESIGN ITEMS. CONTRACTOR SHALL REPORT ANY DISCREPANCIES AND/OR CONSTRUCTION RELATED ISSUES TO THE OWNER OR DESIGN TEAM PRIOR TO THE COMMENCEMENT OF WORK. 4. CONTRACTOR TO VERIFY IN FIELD THE JOINING TO EXISTING ELEVATION AND THE CURRENT SITE CONDITION WITH THE DESIGN GRADES. CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE OWNER OR DESIGN TEAM PRIOR TO THE COMMENCEMENT OF WORK. 5. HAND DIG ONLY AT LOCATIONS WHERE UNDERGROUND UTILITIES NEED TO BE PROTECTED IN PLACE. Uo Z TRIBUTARY SUMMARY z' I'M _ )00 flu N W N � TRIBUTARY AREA 1 W z KEY MAP NOT TO SCALE D� Q S. z' o rn o 0 U N Q q W� ry N Q � U 16rri TRIBUTARY AREA 2 W % N E Nm TRIBUTARY AREA 3 + + + + TRIBUTARY AREA 4 W Ji Y i 4 BIORETENTION WITHOUT UNDERDRAIN W �Y W W W W W W W TRIBUTARY AREA OUTLINE CONSTRUCTION NOTES: STORM DRAIN: O1 INSTALL SDR 35 PVC STORM DRAIN LINE, SEE PLAN FOR SIZES. FOR TRENCH SECTION REFER TO DETAIL 2 ON SHEET C-6.2. O2 CONSTRUCT 24X24 CATCH BASIN WITH KRISTAR FILTER INSERT PER DETAIL 3 ON SHEET C-6.2. O3 CONNECT TO EXISTING STORM DRAIN LINE. VERIFY SIZE IN FIELD AND PROVIDE REDUCING FITTINGS AND COUPLINGS AS NEEDED. VERIFY LOCATION IN FIELD PRIOR TO CONSTRUCTION/INSTALLATION OF STORM DRAIN SYSTEM. OINSTALL NEW PARKWAY CULVERT TYPE C PER CITY OF NEWPORT BEACH STANDARD DETAIL STD -319-L. OINSTALL NEW CURB DRAIN PER APWA STANDARD DETAIL 150-3. SHEET NOTES: 1. FOR GENERAL NOTES, LEGENDS AND ABBREVIATIONS, SEE SHEETS C1.0 AND C1.1. 2. SEE ARCHITECTURAL DRAWINGS FOR OTHER SITE RELATED DIMENSIONS NOT SHOWN ON THIS DRAWING. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL SURFACE AND/OR UNDERGROUND UTILITIES IN CONFLICT WITH THE PROPOSED DEMOLITION AND DESIGN ITEMS. CONTRACTOR SHALL REPORT ANY DISCREPANCIES AND/OR CONSTRUCTION RELATED ISSUES TO THE OWNER OR DESIGN TEAM PRIOR TO THE COMMENCEMENT OF WORK. 4. CONTRACTOR TO VERIFY IN FIELD THE JOINING TO EXISTING ELEVATION AND THE CURRENT SITE CONDITION WITH THE DESIGN GRADES. CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE OWNER OR DESIGN TEAM PRIOR TO THE COMMENCEMENT OF WORK. 5. HAND DIG ONLY AT LOCATIONS WHERE UNDERGROUND UTILITIES NEED TO BE PROTECTED IN PLACE. WQMP PLAN NOT TO SCALE Z I'M _ )00 flu z (n Q Z KEY MAP NOT TO SCALE WQMP PLAN NOT TO SCALE // 04 r O O Z O z (n Q Z w D� Ou) 2 U) W = cn g U J a a ry - �- W 2 � Z 0� � W m // 04 r O O BIOFILTRATION PLANTERA NN f� J_ �M W w 0 BIOFILTRATION PLANTER 2 on + + mtl + + + + +® + 0 0 + + + + + + + + + + ( A /+ + +++++ 4341 BIRCH STREET + + + -�i + (E) AC M.B.190/11 + + I + LOT 6 + + W W W it W W W W W W W W SOW W Sp_W W W W W W W W W , W W W W W W W W W W W W W W W W W W x x 4 + + + + + xxx/ 4 + + + + + + + <xx 4+ + + + + + + + X X + + + + + + TRIBUTARY SUMMARY TRIBUTARY AREA 1 TRIBUTARY AREA 2 TRIBUTARY AREA 3 TRIBUTARY AREA 4 BIORETENTION WITHOUT UNDERDRAIN TRIBUTARY AREA OUTLINE 1 \_(-2)49.25 TG 3 VLF 45.75 INV BMP SUMMARY TABLE (E) CC (N)T SETBACK I BIOFILTRATION PLANTER 3 1 TRIBUTARY ID IMPERVIOUS BMP TYPE BMP NO. BMP SIZE BMP SIZE AREA (SF) PROVIDED REQUIRED (SF) PROVIDED (SF) 1 11,998 INF -3 BIORETENTION 1 1447 Z w D� 2,700 Ou) 2 2,351 INF -3 BIORETENTION 1 283 = REV 3 #2 � REV #2 REV #2 + + INF -3 BIORETENTION + 1 844 + + 1 \_(-2)49.25 TG 3 VLF 45.75 INV BMP SUMMARY TABLE (E) CC (N)T SETBACK I BIOFILTRATION PLANTER 3 1 TRIBUTARY ID IMPERVIOUS BMP TYPE BMP NO. BMP SIZE BMP SIZE AREA (SF) PROVIDED REQUIRED (SF) PROVIDED (SF) 1 11,998 INF -3 BIORETENTION 1 1447 Z w D� 2,700 Ou) 2 2,351 INF -3 BIORETENTION 1 283 = REV 3 #2 � REV #2 REV #2 15,296 INF -3 BIORETENTION 3 1 844 2 273 4 361 INF -3 BIORETENTION 2 44 580 REV TOTAL #2 30,006 INF -3 BIORETENTION � REV 3,618 #2 5553 (E) CC (E) BUILDING "E (E) AC CONSTRUCTION NOTES: STORM DRAIN: O1 INSTALL SDR 35 PVC STORM DRAIN LINE, SEE PLAN FOR SIZES. FOR TRENCH SECTION REFER TO DETAIL 2 ON SHEET C-6.2. O2 CONSTRUCT 24X24 CATCH BASIN WITH KRISTAR FILTER INSERT PER DETAIL 3 ON SHEET C-6.2. O3 CONNECT TO EXISTING STORM DRAIN LINE. VERIFY SIZE IN FIELD AND PROVIDE REDUCING FITTINGS AND COUPLINGS AS NEEDED. VERIFY LOCATION IN FIELD PRIOR TO CONSTRUCTION INSTALLATION OF STORM DRAIN SYSTEM. OINSTALL NEW PARKWAY CULVERT TYPE C PER CITY OF NEWPORT BEACH STANDARD DETAIL STD -319—L. OINSTALL NEW CURB DRAIN PER APWA STANDARD DETAIL 150-1 (E) AC V I I (E) AC a 0 a (E) BUILDING (N) R L CI , i I � , I SHEET NOTES: 1. FOR GENERAL NOTES, LEGENDS AND ABBREVIATIONS, SEE SHEETS C1.0 AND C1.1. 2. SEE ARCHITECTURAL DRAWINGS FOR OTHER SITE RELATED DIMENSIONS NOT SHOWN ON THIS DRAWING. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL SURFACE AND/OR UNDERGROUND UTILITIES IN CONFLICT WITH THE PROPOSED DEMOLITION AND DESIGN ITEMS. CONTRACTOR SHALL REPORT ANY DISCREPANCIES AND/OR CONSTRUCTION RELATED ISSUES TO THE OWNER OR DESIGN TEAM PRIOR TO THE COMMENCEMENT OF WORK. 4. CONTRACTOR TO VERIFY IN FIELD THE JOINING TO EXISTING ELEVATION AND THE CURRENT SITE CONDITION WITH THE DESIGN GRADES. CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE OWNER OR DESIGN TEAM PRIOR TO THE COMMENCEMENT OF WORK. 5. HAND DIG ONLY AT LOCATIONS WHERE UNDERGROUND UTILITIES NEED TO BE PROTECTED IN PLACE. 7� WQMP PLAN NOT TO SCALE Z ^'M I O , KEY MAP NOT TO SCALE WQMP PLAN NOT TO SCALE L O L ; MATCHLINE-SEE SHEET C5.1 SHEET NOTES: 1. LOCATION FOR ANY DESIGNATED STOCKPILES SHALL BE COORDINATED AND DETERMINED BY THE CONTRACTOR ON—SITE. CONTRACTOR SHALL APPLY ALL APPLICABLE BMP'S TO PROTECT THE STOCKPILE AS OUTLINED IN DETAIL _ ON SHEET _. 2. INSTALL 2 OF TEMPORARY CAB GRAVEL ON ALL ON—SITE CONSTRUCTION ROADWAYS TO STABILIZED AND CONTROL EROSION. 3. CONTRACTOR SHALL FROM TIME TO TIME MONITOR THE CONSTRUCTION SITE TO CLEAN AND SWEEP MATERIALS TRACKED OFF SITE. 4. ALL BMP'S, SILT FENCES, ETC., SHALL BE MONITORED AND MAINTAINED BY THE NTP1 CONTRACTOR FOR THE ENTIRE DURATION OF THE CONTRACT. 5. CONTRACTOR SHALL MONITOR WASTEWATER DISCHARGE (INCLUDING STORM RUNOFF) TO ENSURE IT MEETS STANDARDS SET BY APPROPRIATE LAWS, CODES, REGULATIONS, ORDINANCES AND PERMITS. PROVIDE A SETTLING BASIN AND OIL SEPARATOR PRIOR TO ITS DISCHARGE TO CITY OR COUNTRY SEWERS. PROVIDE A WATER SAMPLING STATION DOWNSTREAM OF BASIN FOR MONITORING OF WASTE WATER. DISPOSE OF WASTEWATER IN CLOSED CONDUITS SO AS NOT TO DAMAGE PUBLIC OR PRIVATE PROPERTY NOR CREATE A NUISANCE OR HEALTH HAZARD. 6. CONTRACTOR SHALL NOT DISCHARGE POLLUTANTS DOWNSTREAM OF THE SETTLING BASIN/OIL SEPERATOR. THESE POLLUTANTS INCLUDE LUBRICANTS, FUELS, CHEMICALS, AND BITUMENS. CONTROL USE OF LUBRICATING OILS, HYDRAULIC FLUIDS, GREASES, AND OTHER SUCH PRODUCTS. PROMPTLY CLEAN UP AND PROPERLY DISPOSE OF MATERIALS CONTAMINATED BY SPILLAGE OR LEAKAGE OF PRODUCTS. 7. THE CONTRACTOR SHALL MODIFY AS REQUIRED THE CURRENT APPROVED SWPPP/EROSION CONTROL PLANS FOR EACH PHASE OF THE PROJECT OR AS CONSTRUCTION ACTIVITIES PROGRESS THROUGH THE DURATION OF THE CONTRACT. THESE MODIFICATIONS SHALL BE REPORTED AND COORDINATED WITH BOTH THE QSD AND THE QSP. ANY MODIFICATIONS TO THE OVERALL DURATION OF CONSTRUCTION SCHEDULE FROM THAT AS SHOWN ON THE CURRENT SWPPP, SHALL ALSO BE REPORTED TO THE QSD. THE QSD SHALL THAN BE REQUIRED TO FILE AN EXTENSION OF CONSTRUCTION OR COI, (CHANGE OF INFORMATION), WITH THE STATE WATER RESOURCE CONTROL BOARD. ALL BMP'S SHALL BE MAINTAINED YEAR ROUND TO THE SATISFACTION OF THE QSD AND QSP. 8. CONTRACTOR SHALL PROTECT ALL EXISTING DRAIN INLETS WITHIN A _—FT RADIUS FROM THE CENTER OF THE SITE TO PREVENT NON—STORMWATER RUNOFF FROM ENTERING THE STORM DRAIN SYSTEM. 9. FOR EROSION CONTROL GENERAL NOTES, AND MISCELLANEOUS REQUIREMENTS, SEE SHEET C5.2 AND C5.3. CONSTRUCTION NOTES: z CAMPUS DRIVE C5.0 o 0 - — — — — — —— — — — — — — — — — — — — — — — \ INSTALL GRAVEL BAGS UNTIL THE COMPLETION OF THE SITE z U CONSTRUCTION. REFER TO DETAIL 2 ON SHEET C5.2. O 5 OSILT FENCE PER DETAIL 6 ON SHEET C5.2. °° co z 2 O3 STABILIZED CONSTRUCTION ENTRANCE/EXIT PER DETAIL 5 ON m 0 SHEET C5.2. a 0� NOT TO SCALE 5'G 5'G 5'G 5'G 5'G 5'G 5'C 5'G 5'G =) O — —— — O4 PROPOSED AREA FOR EQUIPMENT STAGING. CONTRACTOR TO V LLLL ��� I o VERIFY EXACT LOCATION AND COORDINATE WITH THE CPM. -- I 3 I 3 B.� z z y 8,5 8'S 8'G 8.8 OiOYJV8'S _ , 8'S , 8.5 ^ i� 8.5� h T O5 PROPOSED AREA FOR FUELING/OILING. CONTRACTOR TO VERIFY ACTUAL AREA NEEDED AND COORDINATE WITH THE CPM. REFER 0 0;� 4 I TO DETAIL 9 ON SHEET C5.3. SETBACK PROPOSED AREA FOR LOADING. CONTRACTOR TO VERIFY EXACT 0 I o _ _ _ _ _ _ _ _ m z III ° I LOCATION AND COORDINATE WITH THE CPM. ?. i I AC 1 �� \7 PROPOSED AREA FOR TEMPORARY TOILETS. CONTRACTOR TO � N 9 (E) 9 I I \ I VERIFY EXACT LOCATION AND COORDINATE WITH THE CPM. � 2 "� 0 W ui _ i I i O8 PROPOSED AREA FOR VEHICLE AND EQUIPMENT CLEANING. z I C i CONTRACTOR TO VERIFY EXACT LOCATION AND COORDINATE 2 WITH THE CPM. I TIRE WASH PER DETAIL 2 ON SHEET C5.3. Q: w G x x 10 CATCH BASIN PROTECTION PER DETAIL 5 ON SHEET C5.3. U MATCHLINE-SEE SHEET C5.1 SHEET NOTES: 1. LOCATION FOR ANY DESIGNATED STOCKPILES SHALL BE COORDINATED AND DETERMINED BY THE CONTRACTOR ON—SITE. CONTRACTOR SHALL APPLY ALL APPLICABLE BMP'S TO PROTECT THE STOCKPILE AS OUTLINED IN DETAIL _ ON SHEET _. 2. INSTALL 2 OF TEMPORARY CAB GRAVEL ON ALL ON—SITE CONSTRUCTION ROADWAYS TO STABILIZED AND CONTROL EROSION. 3. CONTRACTOR SHALL FROM TIME TO TIME MONITOR THE CONSTRUCTION SITE TO CLEAN AND SWEEP MATERIALS TRACKED OFF SITE. 4. ALL BMP'S, SILT FENCES, ETC., SHALL BE MONITORED AND MAINTAINED BY THE NTP1 CONTRACTOR FOR THE ENTIRE DURATION OF THE CONTRACT. 5. CONTRACTOR SHALL MONITOR WASTEWATER DISCHARGE (INCLUDING STORM RUNOFF) TO ENSURE IT MEETS STANDARDS SET BY APPROPRIATE LAWS, CODES, REGULATIONS, ORDINANCES AND PERMITS. PROVIDE A SETTLING BASIN AND OIL SEPARATOR PRIOR TO ITS DISCHARGE TO CITY OR COUNTRY SEWERS. PROVIDE A WATER SAMPLING STATION DOWNSTREAM OF BASIN FOR MONITORING OF WASTE WATER. DISPOSE OF WASTEWATER IN CLOSED CONDUITS SO AS NOT TO DAMAGE PUBLIC OR PRIVATE PROPERTY NOR CREATE A NUISANCE OR HEALTH HAZARD. 6. CONTRACTOR SHALL NOT DISCHARGE POLLUTANTS DOWNSTREAM OF THE SETTLING BASIN/OIL SEPERATOR. THESE POLLUTANTS INCLUDE LUBRICANTS, FUELS, CHEMICALS, AND BITUMENS. CONTROL USE OF LUBRICATING OILS, HYDRAULIC FLUIDS, GREASES, AND OTHER SUCH PRODUCTS. PROMPTLY CLEAN UP AND PROPERLY DISPOSE OF MATERIALS CONTAMINATED BY SPILLAGE OR LEAKAGE OF PRODUCTS. 7. THE CONTRACTOR SHALL MODIFY AS REQUIRED THE CURRENT APPROVED SWPPP/EROSION CONTROL PLANS FOR EACH PHASE OF THE PROJECT OR AS CONSTRUCTION ACTIVITIES PROGRESS THROUGH THE DURATION OF THE CONTRACT. THESE MODIFICATIONS SHALL BE REPORTED AND COORDINATED WITH BOTH THE QSD AND THE QSP. ANY MODIFICATIONS TO THE OVERALL DURATION OF CONSTRUCTION SCHEDULE FROM THAT AS SHOWN ON THE CURRENT SWPPP, SHALL ALSO BE REPORTED TO THE QSD. THE QSD SHALL THAN BE REQUIRED TO FILE AN EXTENSION OF CONSTRUCTION OR COI, (CHANGE OF INFORMATION), WITH THE STATE WATER RESOURCE CONTROL BOARD. ALL BMP'S SHALL BE MAINTAINED YEAR ROUND TO THE SATISFACTION OF THE QSD AND QSP. 8. CONTRACTOR SHALL PROTECT ALL EXISTING DRAIN INLETS WITHIN A _—FT RADIUS FROM THE CENTER OF THE SITE TO PREVENT NON—STORMWATER RUNOFF FROM ENTERING THE STORM DRAIN SYSTEM. 9. FOR EROSION CONTROL GENERAL NOTES, AND MISCELLANEOUS REQUIREMENTS, SEE SHEET C5.2 AND C5.3. EROSION CONTROL PLAN IIIIIIIIIIIIIIII■ IIIIIIIIIIIIIIII■ SCALE: 1" = 20' Z 0 � V J Z �/� vJ Z z W Q W J J ~ 0 p 'W zw� 0U� U F�;U Z n _ Ofmy Fn LU OU � Z L W W m E Z L r v v� v L O C 00 C5.0 o C5.1 °° KEY MAP NOT TO SCALE EROSION CONTROL PLAN IIIIIIIIIIIIIIII■ IIIIIIIIIIIIIIII■ SCALE: 1" = 20' Z 0 � V J Z �/� vJ Z z W Q W J J ~ 0 p 'W zw� 0U� U F�;U Z n _ Ofmy Fn LU OU � Z L W W m E Z L r v v� v L O C 00 CONSTRUCTION NOTES: O1 INSTALL GRAVEL BAGS UNTIL THE COMPLETION OF THE SITE CONSTRUCTION. REFER TO DETAIL 2 ON SHEET C5.2. OSILT FENCE PER DETAIL 6 ON SHEET C5.2. OSTABILIZED CONSTRUCTION ENTRANCE/EXIT PER DETAIL 5 ON SHEET C5.2. O4 PROPOSED AREA FOR EQUIPMENT STAGING. CONTRACTOR TO VERIFY EXACT LOCATION AND COORDINATE WITH THE CPM. O5 PROPOSED AREA FOR FUELING/OILING. CONTRACTOR TO VERIFY ACTUAL AREA NEEDED AND COORDINATE WITH THE CPM. REFER TO DETAIL 9 ON SHEET C5.3. O6 PROPOSED AREA FOR LOADING. CONTRACTOR TO VERIFY EXACT LOCATION AND COORDINATE WITH THE CPM. O7 PROPOSED AREA FOR TEMPORARY TOILETS. CONTRACTOR TO VERIFY EXACT LOCATION AND COORDINATE WITH THE CPM. O8 PROPOSED AREA FOR VEHICLE AND EQUIPMENT CLEANING. CONTRACTOR TO VERIFY EXACT LOCATION AND COORDINATE WITH THE CPM. O9 TIRE WASH PER DETAIL 2 ON SHEET C5.3. 10 CATCH BASIN PROTECTION PER DETAIL 5 ON SHEET C5.3. SHEET NOTES: 1. LOCATION FOR ANY DESIGNATED STOCKPILES SHALL BE COORDINATED AND DETERMINED BY THE CONTRACTOR ON—SITE. CONTRACTOR SHALL APPLY ALL APPLICABLE BMP'S TO PROTECT THE STOCKPILE AS OUTLINED IN DETAIL _ ON SHEET _. 2. INSTALL _" OF TEMPORARY CAB GRAVEL ON ALL ON—SITE CONSTRUCTION ROADWAYS TO STABILIZED AND CONTROL EROSION. 3. CONTRACTOR SHALL FROM TIME TO TIME MONITOR THE CONSTRUCTION SITE TO CLEAN AND SWEEP MATERIALS TRACKED OFF SITE. 4. ALL BMP'S, SILT FENCES, ETC., SHALL BE MONITORED AND MAINTAINED BY THE NTP1 CONTRACTOR FOR THE ENTIRE DURATION OF THE CONTRACT. 5. CONTRACTOR SHALL MONITOR WASTEWATER DISCHARGE (INCLUDING STORM RUNOFF) TO ENSURE IT MEETS STANDARDS SET BY APPROPRIATE LAWS, CODES, REGULATIONS, ORDINANCES AND PERMITS. PROVIDE A SETTLING BASIN AND OIL SEPARATOR PRIOR TO ITS DISCHARGE TO CITY OR COUNTRY SEWERS. PROVIDE A WATER SAMPLING STATION DOWNSTREAM OF BASIN FOR MONITORING OF WASTE WATER. DISPOSE OF WASTEWATER IN CLOSED CONDUITS SO AS NOT TO DAMAGE PUBLIC OR PRIVATE PROPERTY NOR CREATE A NUISANCE OR HEALTH HAZARD. z _O z O U 5 (1) ry U H co m z O U U d ry Z) O U LL H O z Z O_A CJ// Z U Z Q z W Q W J J ~ O0W ~W Z OUB U U Z � Ofmy- Fn W U OF--- ry Z W W m v . a L r Z SHEET NOTES CONTINUATION: N V 6. CONTRACTOR SHALL NOT DISCHARGE POLLUTANTS DOWNSTREAM OF THE SETTLING BASIN/OIL SEPERATOR. THESE POLLUTANTS INCLUDE LUBRICANTS, FUELS, CHEMICALS, AND BITUMENS. CONTROL USE OF LUBRICATING OILS, HYDRAULIC FLUIDS, GREASES, AND OTHER SUCH PRODUCTS. PROMPTLY CLEAN UP AND PROPERLY DISPOSE OF MATERIALS CONTAMINATED BY SPILLAGE OR LEAKAGE OF PRODUCTS. 7. THE CONTRACTOR SHALL MODIFY AS REQUIRED THE CURRENT APPROVED SWPPP/EROSION CONTROL PLANS FOR EACH PHASE OF THE PROJECT OR AS CONSTRUCTION ACTIVITIES PROGRESS THROUGH THE DURATION OF THE CONTRACT. THESE MODIFICATIONS SHALL BE REPORTED AND COORDINATED WITH BOTH THE QSD AND THE QSP. ANY MODIFICATIONS TO THE OVERALL DURATION OF CONSTRUCTION SCHEDULE FROM THAT AS SHOWN ON THE CURRENT SWPPP, SHALL ALSO BE REPORTED TO THE QSD. THE QSD SHALL THAN BE REQUIRED TO FILE AN EXTENSION OF CONSTRUCTION OR COI, (CHANGE OF INFORMATION), WITH THE STATE WATER RESOURCE CONTROL BOARD. ALL BMP'S SHALL BE MAINTAINED YEAR ROUND TO THE SATISFACTION OF THE QSD AND QSP. 8. CONTRACTOR SHALL PROTECT ALL EXISTING DRAIN INLETS WITHIN A _—FT RADIUS FROM THE CENTER OF THE SITE TO PREVENT NON—STORMWATER RUNOFF FROM ENTERING THE STORM DRAIN SYSTEM. 9. FOR EROSION CONTROL GENERAL NOTES, AND MISCELLANEOUS REQUIREMENTS, SEE SHEET C5.2 AND C5.3. EROSION CONTROL PLAN SCALE: 1" = 20' L 0 c 07 5.1��- KEY MAP NOT TO SCALE EROSION CONTROL PLAN SCALE: 1" = 20' L 0 c 07 GENERAL NOTES: 1. IN CASE OF EMERGENCY, CALL 911. 3" MIN OPENING BETWEEN ZO TOP ROW BAGS H 2. A STAND-BY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON A PGS LENGTH AS p j (NOVEMBER 1 TO APRIL 15). NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND STOCKPILED AT J��OP� TQ PREVENT NEEDED U) � CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF EMERGENCY DEVICES WHEN RAIN IS IMMINENT. P�O�G� TRACKING co z 3. EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED WHEN APPROVED BY THE BUILDING OFFICIAL �QJ� D OU IF THE GRADING OPERATION HAS PROGRESSED TO THE POINT WHERE THEY ARE NO LONGER REQUIRED. SECTION A-A d A O 4. GRADED AREAS ADJACENT TO FILL SLOPES LOCATED AT THE SITE PERIMETER MUST DRAIN AWAY FROM THE TOP U LL LL OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. ALL LOOSE SOILS AND DEBRIS THAT MAY CREATE A p POTENTIAL HAZARD TO OFF-SITE PROPERTY SHALL BE STABILIZED OR REMOVED FROM THE SITE ON A DAILY z BASIS. A SERIES OF STEEL PLATES (3 5. ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL DEVICES WITHIN 24 HOURS AFTER EACH RAINSTORM AND 2 GRAVEL BAG DETAIL OR MORE) WITH RUMBLE STRIPS BE DISPOSED OF PROPERLY. SHALL BE INSTALLED ON EXISTING ASPHALT OR CONCRETE 6. A GUARD SHALL BE POSTED ON SITE WHEREVER THE DEPTH OF WATER IN ANY DEVICE EXCEEDS TWO FEET. THE PAVEMENT Z DEVICE SHALL BE DRAINED OR PUMPED DRY WITHIN 24 HOURS AFTER EACH RAINSTORM. PUMPING AND DRAINING OF ALL BASINS AND DRAINAGE DEVICES MUST COMPLY WITH THE APPROPRIATE BMP FOR DEWATERING NOTES: OPERATIONS. Lu 7. THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE AND CONTAIN POLLUTANTS WITHIN THE 1. SEDIMENTS AND OTHER MATERIALS SHALL NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE Z SITE IS LEFT TO THE DISCRETION OF THE QSP. ADDITIONAL DEVICES AS NEEDED SHALL BE INSTALLED TO RETAIN CONSTRUCTION ENTRANCE ROADWAYS SHALL BE STABILIZED SO AS TO PREVENT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC ROADS. DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE (D ate; SEDIMENTS AND OTHER POLLUTANTS ON SITE. WASHED DOWN BY RAIN OR OTHER MEANS INTO THE STORM DRAIN SYSTEM. W ; a; 8. DESILTING BASINS MAY NOT BE REMOVED OR MADE INOPERABLE BETWEEN NOVEMBER 1 AND APRIL 15 OF THE FOLLOWING YEAR WITHOUT THE APPROVAL OF THE BUILDING OFFICIAL. 2. STABILIZED CONSTRUCTION ENTRANCE SHALL BE: �o s 9. STORM WATER POLLUTION AND EROSION CONTROL DEVICES ARE TO BE MODIFIED, AS NEEDED, AS THE PROJECT U V a A. LOCATED AT ANY POINT WHERE TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION PROGRESSES, THE DESIGN AND PLACEMENT OF THESE DEVICES IS THE RESPONSIBILITY OF THE FIELD ENGINEER. o o SITE RD OR FROM A PUBLIC RIGHT OF WAY, STREET, ALLEY, AND SIDEWALK OR PARKING AREA. Qv PLANS REPRESENTING CHANGES MUST BE SUBMITTED FOR APPROVAL IF REQUESTED BY THE BUILDING OFFICIAL. B. A SERIES OF STEEL PLATES WITH "RUMBLE STRIPS", AND/OR MIN 4" COARSE AGGREGATE WITH ° 10. EVERY EFFORT MUST BE MADE TO ELIMINATE THE DISCHARGE OF NONSTORM WATER FROM THE PROJECT SITE AT LENGTH, WIDTH & THICKNESS AS NEEDED TO ADEQUATELY PREVENT ANY TRACKING ONTO PAVED ALL TIMES. SURFACES. 11. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON-SITE AND MAY NOT BE TRANSPORTED FROM 3. ADDING A WASH RACK WITH A SEDIMENT TRAP LARGE ENOUGH TO COLLECT ALL WASH WATER CAN GREATLY THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES, OR WIND. IMPROVE EFFICIENCY. 12. STOCKPILES OF EARTH AND OTHER CONSTRUCTION-RELATED MATERIALS MUST BE PROTECTED FROM BEING 4. ALL VEHICLES ACCESSING THE CONSTRUCTION SITE SHALL UTILIZE THE STABILIZED CONSTRUCTION ENTRANCE TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR WATER. SITES. STREET MAINTENANCE 13. FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTINGS ��//�� TO AARE ND PROTET TO CTED DCROM TINATE THE HE WEATHER SOILS SPIL SAND MUST BESURFACE CLEANED UPALL IMMEDIAATELY ANDSTORAGE ISPOSEDCONTAINERS IN AARE NOTES: 1. REMOVE ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS IMMEDIATELY. VJ PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM. J 1. SOIL/SLOPE STABILIZATION PRACTICES SHALL BE DESIGNED TO PRESERVE EXISTING VEGETATION WHERE 2• SWEEP PAVED AREAS THAT RECEIVE CONSTRUCTION TRAFFIC WHENEVER SEDIMENT BECOMES VISIBLE. r ) 14. EXCESS OR WASTE CONCRETE MAY NOT BE WASTED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. FEASIBLE AND TO REVEGETATE OPEN AREAS AS SOON AS FEASIBLE AFTER GRADING. THESE CONTROL v PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON-SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID PRACTICES SHALL INCLUDE TEMPORARY SEEDING, PERMANENT SEEDING, MULCHING, SOD STABILIZATION, 3. PAVEMENT WASHING WITH WATER IS PROHIBITED IF IT RESULTS IN A DISCHARGE TO THE STORM DRAIN WASTE. VEGETATIVE BUFFER STRIPS, PROTECTION OF TREES, OR OTHER SOIL STABILIZATION PRACTICES. SYSTEM. 15. DEVELOPERS/CONTRACTORS ARE RESPONSIBLE TO INSPECT ALL EROSION CONTROL DEVICES AND BMP's ARE 2. SOIL STABILIZATION SHALL BE IMPLEMENTED ON ALL INACTIVE DISTURBED AREAS FROM NOVEMBER 1 INSTALLED AND FUNCTIONING PROPERLY IF THERE IS A 40% CHANCE OF 0.25 INCHES OR GREATER OF PREDICTED THRU APRIL 15 AND ON ALL DISTURBED AREAS DURING A RAIN EVENT OR POTENTIAL RAIN. Q PRECIPITATION, AND AFTER ACTUAL PRECIPITATION. A CONSTRUCTION SITE INSPECTION CHECKLIST AND j INSPECTION LOG SHALL BE MAINTAINED AT THE PROJECT SITE AT ALL TIMES AND AVAILABLE FOR REVIEW BY 3. STABILIZATION PRACTICES SHALL CONTROL/PREVENT EROSION FROM THE FORCES OF WIND AND WATER. J THE BUILDING OFFICIAL (COPIES OF SELF-INSPECTION CHECKLIST AND INSPECTION LOGS ARE AVAILABLE UPON 5 STABILIZED CONSTRUCTION ENTRANCE /EXIT O O REQUEST). AT HIS/HER EXPENSE THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE A QUALIFIED SWPPP 4. STABILIZATION PRACTICES SHALL BE IMPLEMENTED IN CONJUNCTION WITH SEDIMENT TRAPPING/FILTERING PRACTITIONER FOR THE DURATION OF THE PROJECT. PRACTICES AND PRACTICES TO REDUCE THE TRACKING OF SEDIMENT ONTO PAVED ROADS. 16. TRASH AND CONSTRUCTION-RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO 5. WHEN USING STRAW MULCHING, THE MINIMUM APPLICATION SHALL BE 2 TONS/ACRE. MULCH MUST BE PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. ANCHORED IMMEDIATELY TO MINIMIZE LOSS BY WIND OR WATER. Z ui 17. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE 6. WHEN USING HYDROSEEDING/MULCHING, THE MINIMUM APPLICATION OF WOOD FIBER SHALL BE 1,500 SILT FENCE CONSTRUCTED O v CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED LBS ACRE, THAT DOES NOT CONTAIN MORE THAN 50 PERCENT NEWSPRINT. ALONG LEVEL CONTOUR INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED / MAXIMUM TRIBUTARY r , DOWN BY RAIN OR OTHER MEANS. 7. FOR SEEDING RECOMMENDATIONS, USDA, NATURAL RESOURCES CONSERVATION SERVICE. AREA .25 ACRE/100FT v OF FENCE 18. ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS TO INHIBIT POST 0 EROSION BY WIND AND WATER. MASLOPE vM , \XIMUM10" OC O 19. AS THE ENGINEER OF RECORD, I HAVE SELECTED APPROPRIATE BMPs TO EFFECTIVELY MINIMIZE THE NEGATIVE 3 EROSION CONTROL LENGTH MP�N 5(30 (MAX) _ ui u IMPACTS OF THIS PROJECT'S CONSTRUCTION ACTIVITIES ON STORM WATER QUALITY. THE PROJECT OWNER AND FILTER FABRIC VJ CONTRACTOR ARE AWARE THAT THE SELECTED BMPs MUST BE INSTALLED, MONITORED, AND MAINTAINED TO 26 I ENSURE THEIR EFFECTIVENESS. THE BMPs NOT SELECTED FOR IMPLEMENTATION ARE REDUNDANT OR DEEMED CD FLOW_ orr) O 7 NOT APPLICABLE TO THE PROPOSED CONSTRUCTION QUALITY.' 24 I 'L' 20. THE FOLLOWING BMPs AS OUTLINED IN, BUT NOT LIMITED TO, THE "CALIFORNIA STORMWATER BEST MANAGEMENT W W PRACTICES HANDBOOK" - JANUARY 2003, OR THE LATEST REVISED EDITION, MAY APPLY DURING THE STOCKPILED MATERIAL 22 \ CONSTRUCTION OF THIS PROJECT (ADDITIONAL MEASURES MAY BE REQUIRED IF DEEMED APPROPRIATE BY THE PROJECT ENGINEER OR THE BUILDING OFFICIAL). ° SILT TURN LOST 6' OF - EROSION CONTROL FENCE FENCE UP-SLOPE 6" 00 EC1 - SCHEDULING NON-STORMWATER MANAGEMENT COMPACTE EC2 - PRESERVATION OF EXISTING VEGETATION ° BACKFILL FILTER EC3 - HYDRAULIC MULCH FABRIC EC4 - HYDROSEEDING NS1 - WATER CONSERVATION PRACTICES N EC5 - SOIL BINDERS NS2 - DEWATERING OPERATIONS NS3 - PAVING AND GRINDING OPERATIONS ° E Lo EC6 - STRAW MULCH NS4 - TEMPORARY STREAM CROSSING ° `° EC7 - GEOTEXTILES AND MATS ° EC8 - WOOD MULCHING NS5 - CLEARWATER DIVERSION EC9 - EARTH DIKES AND DRAINAGE SWALES NS6 - ILLICIT CONNECTION/DISCHARGE \ NOTES: EC10 - VELOCITY DISSIPATION DEVICES NS7 - POTABLE WATER/IRRIGATION EC11 - SLOPE DRAINS NS8 - VEHICLE AND EQUIPMENT CLEANING \\ 1. CONSTRUCT THE SILT FENCE ALONG A LEVEL CONTOUR. EC12 - STREAMBANK STABILIZATION NS9 - VEHICLE AND EQUIPMENT FUELING EC13 - POLYACRYLAMIDE NS10 - VEHICLE AND EQUIPMENT MAINTENANCE \\�\\�\\ \ 2. SILT FENCES SHALL REMAIN IN PLACE UNTIL THE DISTURBED AREA IS NS11 - PILE DRIVING OPERATIONS \�\ \ GRAVEL BAGS o - CONCRETE CURING PLACE TIGHTLY PERMANENTLY STABILIZED. NS12 TEMPORARY SEDIMENT CONTROL \ NS13 - CONCRETE FINISHING TOGETHER ALL c NS14 - MATERIAL AND EQUIPMENT USE AROUND MATERIAL 3. PROVIDE SUFFICIENT ROOM FOR RUNOFF TO POND BEHIND THE FENCE AND ALLOW - SE1 - SILT FENCE NS15 - DEMOLITION ADJACENT TO WATER SEDIMENT REMOVAL EQUIPMENT TO PASS BETWEEN THE SILT FENCE AND TOE OF SE2 - SEDIMENT BASIN NS1- TEMPORARY BATCH PLANTS SLOPE OR OTHER OBSTRUCTIONS. ABOUT 1200 SQ. FT. OF PONDING AREA SHALL SE3 - SEDIMENT TRAP BE PROVIDED FOR EVERY ACRE DRAINING TO THE FENCE. c SE4 - CHECK DAM WASTE MANAGEMENT &MATERIAL co SE5 - FIBER ROLLS NOTES: 4. TURN THE ENDS OF THE FILTER FENCE UPHILL TO PREVENT STORMWATER FROM d SE6 - GRAVEL BAG BERM POLLUTION CONTROL FLOWING AROUND THE FENCE. O 0) SE7 - STREET SWEEPING AND VACUUMING WM1 - MATERIAL DELIVERY AND STORAGE 1. DIRT AND OTHER CONSTRUCTION RELATED MATERIALS PLACED IN THE L c SE8 - GRAVEL BAG BARRIER SEWM2 MATERIAL USE STREET OR ON OTHER IMPERVIOUS SURFACES MUST BE CONTAINED WITH 5. LEAVE AN UNDISTURBED OR STABILIZED AREA IMMEDIATELY DOWNSLOPE FROM THE SE10 - STORM DRAIN INLET PROTECTION WM3 - STOCKPILE MANAGEMENT SANDBAGS OR OTHER MEASURES TO PREVENT TRANSPORT TO THE FENCE. v - STRAW BALE BARRIER - WM4 - SPILL PREVENTION AND CONTROL STORMDRAIN SYSTEM. WM5 - SOLID WASTE MANAGEMENT 6. DO NOT PLACE IN LIVE STREAM OR INTERMITTENTLY FLOWING CHANNELS. W WIND EROSION CONTROL WM6 - HAZARDOUS WASTE MANAGEMENT 2. ANY CONSTRUCTION MATERIAL STORED OR STOCKPILED ON-SITE SHALL BE m WM7 - CONTAMINATION SOIL MANAGEMENT PROTECTED FROM BEING TRANSPORTED BY THE FORCE OF WIND OR WATER. 7. WHEN STANDARD FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL WE1 - WIND EROSION CONTROL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING J WM8 - CONCRETE WASTE MANAGEMENT HEAVY-DUTY WIRE STAPLES AT LEAST 1 INCH LONG. TIE WIRES OR HOG RINGS. o EQUIPMENT TRACKING CONTROL WM9 - SANITARY/SEPTIC WASTE MANAGEMENT Q WM10 - LIQUID WASTE MANAGEMENT TC1 - STABILIZED CONSTRUCTION ENTRANCE EXIT Q TC2 - STABILIZED CONSTRUCTION ROADWAY TC3 - ENTRANCE OUTLET TIRE WASH61 1 GENERAL NOTES 4 MATERIAL STORAGE 6 SILT FENCE NOT TO SCALE 02 ji ✓J 1 J Z ' \ O ABSORBENT CLEANUP MATERIAL U H FUEL OWNER STATEMENT OF UNDERSTANDING: co z m O U U U ABSORBENT AS THE PROJECT OWNER OR AUTHORIZED AGENT OF THE OWNER,I HAVE READ AND d CLEANUP UNDERSTAND THE REQUIREMENTS TO CONTROL STORM WATER POLLUTION FROM U LLO MATERIAL OO SEDIMENTS, EROSION, AND CONSTRUCTION MATERIALS, AND I CERTIFY THAT I WILL COMPLY WITH THESE REQUIREMENTS. I, OR MY REPRESENTATIVE, CONTRACTOR, O IMPERVIOUS CONBERMAIDNMENT DEVELOPER, OR ENGINEER, WILL MAKE CERTAIN THAT ALL BMP SHOWN ON THIS PLAN z SURFACE/LINING AREA WILL BE FULLY IMPLEMENTED, AND ALL EROSION CONTROL DEVICES WILL BE KEPT CONTAINMENT AREA CLEAN AND FUNCTIONING. PERIODIC INSPECTIONS OF THE BMPs WILL BE CONDUCTED NOTE: AND A CURRENT LOG, SPECIFYING THE EXACT NATURE OF THE INSPECTION AND ANY REMEDIAL MEASURES, WILL BE KEPT AT THE CONSTRUCTION SITE AT ALL TIMES AND WILL BE AVAILABLE FOR THE REVIEW BY THE BUILDING OFFICIAL. C FUELING SHALL BE PERFORMED IN A DESIGNATED AREA, AWAY FROM COURSES. Z GRAVEL BAGS (TYP) ABSORBENT CLEANUP MATERIAL SHALL BE ON SITE AND USED IMMEDIATELY IN AS THE PROJECT OWNER OR AUTHORIZED AGENT OF THE OWNER, "I CERTIFY THAT THIS THE EVENT OF A SPILL. DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR a SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED w 4 VEHICLE /EQUIPMENT FUELING NOTES: ANDTHE INFN SUUi zQ ONRSONNEL MY INQUIRY FRLY THEGPERSON R PERSONSEWHO MANAGE TIDE SYB EIMTOR THHOSED 1. LEAKING VEHICLES AND EQUIPMENT SHALL NOT BE ALLOWED ON-SITE. PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, TO THE BEST OF a' EQUIPMENT AND VEHICLES SHALL BE INSPECTED FREQUENTLY FOR LEAKS AND GRAVEL BAGS MY KNOWLEDGE AND BELIEF THE INFORMATION SUBMITTED IS TRUE, ACCURATE AND Z, a W41 ° SHALL BE REPAIRED IMMEDIATELY. CLEAN UP SPILLS AND LEAKS PROMPTLY COMPLETE. I AM AWARE THAT SUBMITTING FALSE AND/OR INACCURATE INFORMATION, WITH ABSORBENT; DO NOT FLUSH WITH WATER. FAILING TO UPDATE THE LOCAL SWPPP TO REFLECT CURRENT CONDITIONS, OR FAILING Q' pOFy�Py TO PROPERLY AND/OR ADEQUATELY IMPLEMENT THE LOCAL SWPPP MAY RESULT IN s U 2. VEHICLES AND EQUIPMENT SHALL BE MAINTAINED AND REPAIRED ON-SITE ONLY c,��F OF REVOCATION OF GRADING AND/OR OTHER PERMITS OR OTHER SANCTIONS PROVIDED BY IN DESIGNATED AREAS. PREVENT RUN-ON AND RUN-OFF FROM DESIGNATED�P� ��0�� ° 3p THE LAW." AREAS. CONTAINMENT DEVICES SHALL BE PROVIDED AND AREAS SHALL BE a COVERED IF NECESSARY. P�O�\O OWNER OR AUTHORIZED REPRESENTATIVE (PERMITEE) DATE 3. DESIGNATE ON-SITE VEHICLE AND EQUIPMENT MAINTENANCE AREAS, WAY FROM o STORM DRAIN INLETS AND WATERCOURSES. 4. ALWAYS USE SECONDARY CONTAINMENT, SUCH AS A DRAIN PAN OR DROP 0 RADIUS=20' B �o� ° Z CLOTH, TO CATCH SPILLS AND LEAKS WHEN REMOVING OR CHANGING FLUIDS. o b FILTER FABRIC O o 5. LEGALLY DISPOSE OF USED OILS, FLUIDS, AND LUBRICANTS. 0 yo i /i v♦ 6. PROVIDE SPILL CONTAINMENT DIKES OR SECONDARY CONTAINMENT AROUND 1" TO 3" CAB ��� Z Z STORED OIL, FUEL, AND CHEMICAL DRUMS. z V J 7. MAINTAIN ON ADEQUATE SUPPLY OF ABSORBENT SPILL CLEANUP MATERIALS IN co Jv J DESIGNATED AREA. r n L.L Q v 1 EQUIPMENT REPAIR/MAINTENANCE 5 STABILIZED CONSTRUCTION ENTRANCE/EXIT 7 STATEMENT OF UNDERSTANDING z W OPTIONAL BMP w C Q W J J r~n O Co. GRAVEL BAGS TO OVERLAP ONTO CURB v O BACK OF SIDEWALK U) y(R BACK OF CURB W ^ 01, EXISTING STORM z L.L G ® DRAINAGE STRUCTURE O C PSG z r y _ D D WATERSUPPLY PILLWA W T i v/ wcoNOTES: GRAVEL BAGS 1. THE TIRE WASH REQUIRES A SUPPLY OF WASH WATER. STOCKED TIGHTLY _ 2. A TURNOUT OR DOUBLEWIDE EXIT IS REQUIRED TO AVOID HAVING ENTERING VEHICLES DRIVE THROUGH THE WASH AREA. 8"MIN PONDING HEIGHT 3. DO NOT USE WHERE WET TIRE TRUCKS LEAVING THE SITE LEAVE THE ROAD CURB INLET OR LOCAL DEPRESSION DANGEROUSLY SLICK. SPILLWAY .,, SIDEWALK M 4. INCORPORATE WITH A STABILIZED CONSTRUCTION ENTRANCE/EXIT. Lo 5. CONSTRUCT ON LEVEL GROUND WHEN POSSIBLE, ON A PAD OF COARSE AGGREGATE GREATER THAN 3 IN. BUT SMALLER THAN 6 IN. A GEOTEXTILE — o� FABRIC SHOULD BE PLACED BELOW THE AGGREGATE. III_ N 6. WASH RACK SHOULD BE DESIGNED AND CONSTRUCTED/MANUFACTURED FOR — CATCH BASIN ANTICIPATED TRAFFIC LOADS. L Q 2 ENTRANCE/OUTLET TIRE WASH L A EXISTING OR NOTES: NEW DRAINAGE GRAVEL BAGS SHALL BE STRUCTURE BAGS ( TYP ) 1. INLET PROTECTION IS REQUIRED ALONG WITH OTHER POLLUTION PREVENTION c BUTTED FIRMLY COVERED WITH MEASURES SUCH AS: EROSION CONTROL, SOIL STABILIZATION, AND MEASURES TO co AGAINST CURB 8c FILTER FIBER PREVENT TRACKING ONTO PAVED SURFACES. ADJUSTED AS ORDER OF WORK 2. MODIFY INLET PROTECTION AS NEEDED TO AVOID CREATING TRAFFIC HAZARDS. L DICTATES 3. INCLUDE INLET PROTECTION MEASURES AT HILLSIDE V-DITCHES AND .� MISCELLANEOUS DRAINAGE SWALES. W 4. INLET PROTECTION SHALL BE PROTECTED AND ACCUMULATED SEDIMENTS REMOVED. ce SEDIMENT SHALL BE DISPOSED OF PROPERTY AND IN A MANNER THAT ASSURES THAT THE SEDIMENT DOES NOT ENTER THE STORM DRAIN SYSTEM. J PIPE. A SECTION A-A WHERE 5. DAMAGED BAGS SHALL BE REPLACED IMMEDIATELY. OCCURS Q 6. ADDITIONAL SANDBAG SEDIMENT TRAPS SHALL BE PLACED AT INTERVALS AS INDICATED ON SITE PLANT. 61 3 GRAVEL BAG CHECKDAM 1 6 CATCH BASIN/INLET PROTECTION SCALE: NOT TO SCALE 69 PAVEMENT PAVEMENT 1'-0" REMOVE EXISTING AC AND REPLACE WITH NEW AC PAVEMENT TACK COAT FULL DEPTH EDGE NEATLY SAWCUT NEW BASE , COURSE NG BASE COURSE F. NEW BASE EXIST BASE A C BASE COURSE LOCATION z CLASS THICKNESS TYPE GRADE PARKING STALLS 3" 1.5" C2 -PG 64-10 5" _O z U FINE 1.5" B -PG- 64-10 DRIVE CIRCULATION AREAS O 2" C2 -PG 64-10 5" CMB u „ 2 B -PG- 64-10 U) NEW CONSTRUCTION/ EXIST AC11111 O PAVEMENT PAVEMENT 1'-0" REMOVE EXISTING AC AND REPLACE WITH NEW AC PAVEMENT TACK COAT FULL DEPTH EDGE NEATLY SAWCUT NEW BASE , COURSE NG BASE COURSE F. NEW BASE EXIST BASE d � O LL 6 PAVEMENT WIDTH O O R = 1/2" (TYP.) z TC ELEV PER 12" PLAN FS ELEV. PERO O O O A -A PLAN FS AVEMENT z NEW CC EXIST CC PAVEMENT PAVEMENT AC SURFACING 4 BAR CONTINUOUS -2---* ------- C2 -PG 64-10 # JOIN EDGE NEATLY SAWCUT (P-203), (P-302) TWO COATS OF — a A C BASE COURSE LOCATION THICKNESS CLASS THICKNESS TYPE GRADE PARKING STALLS 3" 1.5" C2 -PG 64-10 5" CMB FINE 1.5" B -PG- 64-10 DRIVE CIRCULATION AREAS 4' 2" C2 -PG 64-10 5" CMB FINE „ 2 B -PG- 64-10 d � O LL 6 PAVEMENT WIDTH O O R = 1/2" (TYP.) z TC ELEV PER 12" PLAN FS ELEV. PERO O O O A -A PLAN FS AVEMENT z NEW CC EXIST CC PAVEMENT PAVEMENT AC SURFACING 4 BAR CONTINUOUS -2---* ------- C2 -PG 64-10 # JOIN EDGE NEATLY SAWCUT (P-203), (P-302) TWO COATS OF — a b c 6" 8" 9-1/2" 12" 8" 11" PROVIDE 21" EJ SURFACE SEAL (P-203)3:12 BATTER B -PG 64-10 r - CMB COMPACTED TO III Lal 95% RELATIVE—iii (P-203)0COMPACTION.AND RECOMPACT y F m -f SII IT ', (P-302) COMPACTION. c TOP 12" OF SUBGRADE O aE 1J" o TO 90% RELATIVE NEW BASE EXIST BASE COMPACTION 1.67„ il .45" AT TOP APART .9" AT BASE CMB COMPACTED TO 95% NEW AC EXIST CC RELATIVE COMPACTION NOTES: (P-200) & (P-301) N TYPICAL PLAN PAVEMENT PAVEMENT SCARIFIED AND 1. PROVIDE 1/4" EXPANSION JOINT WITH PREFORMED JOINT FILLER AT ALL FLUSH TACK COAT RECOMPACT TOP 12" TO ANGLE POINTS AND THE BEGINNING AND END OF ALL CURVES. FULL DEPTH 90% RELATIVE COMPACTION 2. PROVIDE CONTRACTION JOINTS CONSISTING OF ONE INCH DEEP CUT SCORES REGRESSED NEW BASE — — — AT 20' O.C. MAX UNLESS OTHERWISE NOTED BY SIDEWALK OR PAVEMENT INTO COURSE EXISTING JOINT PATTERN. TYPICAL SECTION A -A CONCRETE BASE COURSE PAVEMENT J NEW BASE EXIST BASE 3 LINERE A WITH ALL KIS JOINTSADJACENT THE WALK.THE CURB, ALL JOINTS IN THE CURB SHALL 1 NOTE: 4. CONCRETE, fc'=3,000 psi © 28 DAYS PER SSPWC. Q 1. FOR PAVEMENT JOINT REFER TO DETAIL 1 ON SHEET C6.0. W 0 O D Ow PaAVoEMENT JOINT DETAIL 2 ASCALE IoSPoHALT PAVEMENT DETAIL 3 C�ONoCRETE CURB DETAIL 4 TRUSCALE NOToNCATED DOMES Z U) Q � I SCALE J � CK #4 @ 18" O.C. W J FL (P-303) & (P-201) U W 6" THICK PCC PAVEMENT FINISH GRADE �^ M (fc'=3,000 psi @ 28 DAYS) CONCRETE PAVEMENT 3-#4 BARS CONT V, (P-201) & (P-303) lIrl#4 REBAR CONTINUOUS AC PAVEMENT WHERE PAVERS PER 12' 12 L12 URS PER DETAIL z °a' LANDSCAPE N SHEET C6.0 DRAWINGS d. WHERE OCCURS a. ° II 1L_ ". I I= FIRE LANE PARKING PAVEMENT + .. ^' • � ' • ;> :: - = DRIVE CIRCULATION AREAS PARKING STALLS — — — —CMB COMPACTED TRANSITION LIMIT LINE I � �—I �(� � TRANSITION/LIMIT TO 95% RELATIVE — — 11 — 2- 4 CONT. SHOWN ON PLANS i _ _- -1 1 11IIIIIII—III— COMPACTION cN I O 6" CMB COMPACTED 2 -o - I—III—III=1 I --III III- C R Cfl TO 95% RELATIVE 1'2" 12" MIN. - -I —I —I —I—I —I e a COMPACTION SCARIFY AND RECOMPACT AC SURFACING CMB COMPACTED TYP SCARIFY AND RECOMPACT ( ) (P-200) & (P-301) TOP 12" OF SUBGRADE TO TOP 12" OF SUBGRADE TO TO 95% RELATIVE 90% RELATIVE COMPACTION COMPACTION 90% RELATIVE COMPACTION PER SOILS REPORT. PER SOILS REPORT. (P-200) & (P-301) (P -300)(P -302)(P-303) �,00 ,�,,po 0004,E 0 °j 00 ° o c30 Co. �p O ��O SCARIFIED AND RECOMPACT 0�0 0°° 0O o oo°O8 °0O oo °O ° D 000Q 0- ° r TOP 12" TO 90% RELATIVE in o0o pOH° ° C�0°o 0O o°� �o °o°o° °cc3oO�b00000`"'.,o .,""" COMPACTION 08%0091R.0.0 C�°o °° °o 00 -III—III—III—III— °- =1 CMB COMPACTED TO 95% NOTES: RELATIVE COMPACTION. ^ 1. PROVIDE EDGED CONTROL JOINTS @ 10' O.C. & EDGED EXPANSION JOINTS @ 30' O.0 PER DETAIL 2 ON SHEET C6.1. SCARIFY AND RECOMPACT TOP 12" OF NOTES: o SUBGRADE TO 90% RELATIVE COMPACTION a- 2. 2. PAVING SHALL HAVE A MEDIUM SALT (MEDIUM BROOM) FINISH ON ALL SURFACES LESS THAN 6% AND A SLIP RESISTANT (HEAVY BROOM) FINISH ON 1. CONCRETE, fc'=3000 PSI @ 28 DAYS O 0) ALL SURFACES GREATER THAN 6%. REFER TO ARCHITECTURAL MODULAR OR BLDG. DRAWING FOR PATTERN, COLOR AND TEXTURE. L c 3. CONCRETE, fc'=3,000 PSI Q 28 DAYS PER SSPWC. 2. REBARS, FY=60,000 PSI ASTM A615, GRADE 60. 4. REBARS, FY=60,000 PSI ASTM A615, GRADE 60. 3. PROVIDE 1/2" EXPANSION JOINT WHERE NEW CONCRETE WALK/PAVEMENT ABUTS ANOTHER RIGID V� STRUCTURE. W 5. PROVIDE 1/2" EXPANSION JOINT WHERE NEW CONCRETE WALK/PAVEMENT ABUTS ANOTHER RIGID STRUCTURE. 4. PROVIDE WEAKENED PLANE JOINTS AT 10MAXIMUM SPACE AND AT ANGLE POINTS. 6. CONCRETE MIX DESIGN SHOULD CONTAIN A MIN. CEMENT CONTENT OF 5.5 SACKS PER CUBIC YARD AND A MAX. AND MIN. VALUES OF SLUMP FOR } PAVEMENT CONCRETE OF 3 INCHES AND 1 INCH. 5. PROVIDE CONTRACTION JOINTS CONSISTING OF ONE INCH DEEP CUT SCORES AT 20' O.C. MAX UNLESS OTHERWISE NOTED BY SIDEWALK OR PAVEMENT JOINT PATTERN. Q Q CONCRETE PAVEMENT SECTION CONCRETE V -GUTTER 61 5 NOT TO SCALE g AC THICKNESS TRANSITION 7 SCALE NOT TO SCALE 70 ✓J 1 J O O O O Lu P.O.T. ui DIRE _a c �o O O O Z W U m � (� ry 1 PROVIDE 21" EJ SURFACE SEAL (P-203)3:12 BATTER B -PG 64-10 r - CMB COMPACTED TO III Lal 95% RELATIVE—iii (P-203)0COMPACTION.AND RECOMPACT y F m -f SII IT ', (P-302) COMPACTION. c TOP 12" OF SUBGRADE O aE 1J" o TO 90% RELATIVE NEW BASE EXIST BASE COMPACTION 1.67„ il .45" AT TOP APART .9" AT BASE CMB COMPACTED TO 95% NEW AC EXIST CC RELATIVE COMPACTION NOTES: (P-200) & (P-301) N TYPICAL PLAN PAVEMENT PAVEMENT SCARIFIED AND 1. PROVIDE 1/4" EXPANSION JOINT WITH PREFORMED JOINT FILLER AT ALL FLUSH TACK COAT RECOMPACT TOP 12" TO ANGLE POINTS AND THE BEGINNING AND END OF ALL CURVES. FULL DEPTH 90% RELATIVE COMPACTION 2. PROVIDE CONTRACTION JOINTS CONSISTING OF ONE INCH DEEP CUT SCORES REGRESSED NEW BASE — — — AT 20' O.C. MAX UNLESS OTHERWISE NOTED BY SIDEWALK OR PAVEMENT INTO COURSE EXISTING JOINT PATTERN. TYPICAL SECTION A -A CONCRETE BASE COURSE PAVEMENT J NEW BASE EXIST BASE 3 LINERE A WITH ALL KIS JOINTSADJACENT THE WALK.THE CURB, ALL JOINTS IN THE CURB SHALL 1 NOTE: 4. CONCRETE, fc'=3,000 psi © 28 DAYS PER SSPWC. Q 1. FOR PAVEMENT JOINT REFER TO DETAIL 1 ON SHEET C6.0. W 0 O D Ow PaAVoEMENT JOINT DETAIL 2 ASCALE IoSPoHALT PAVEMENT DETAIL 3 C�ONoCRETE CURB DETAIL 4 TRUSCALE NOToNCATED DOMES Z U) Q � I SCALE J � CK #4 @ 18" O.C. W J FL (P-303) & (P-201) U W 6" THICK PCC PAVEMENT FINISH GRADE �^ M (fc'=3,000 psi @ 28 DAYS) CONCRETE PAVEMENT 3-#4 BARS CONT V, (P-201) & (P-303) lIrl#4 REBAR CONTINUOUS AC PAVEMENT WHERE PAVERS PER 12' 12 L12 URS PER DETAIL z °a' LANDSCAPE N SHEET C6.0 DRAWINGS d. WHERE OCCURS a. ° II 1L_ ". I I= FIRE LANE PARKING PAVEMENT + .. ^' • � ' • ;> :: - = DRIVE CIRCULATION AREAS PARKING STALLS — — — —CMB COMPACTED TRANSITION LIMIT LINE I � �—I �(� � TRANSITION/LIMIT TO 95% RELATIVE — — 11 — 2- 4 CONT. SHOWN ON PLANS i _ _- -1 1 11IIIIIII—III— COMPACTION cN I O 6" CMB COMPACTED 2 -o - I—III—III=1 I --III III- C R Cfl TO 95% RELATIVE 1'2" 12" MIN. - -I —I —I —I—I —I e a COMPACTION SCARIFY AND RECOMPACT AC SURFACING CMB COMPACTED TYP SCARIFY AND RECOMPACT ( ) (P-200) & (P-301) TOP 12" OF SUBGRADE TO TOP 12" OF SUBGRADE TO TO 95% RELATIVE 90% RELATIVE COMPACTION COMPACTION 90% RELATIVE COMPACTION PER SOILS REPORT. PER SOILS REPORT. (P-200) & (P-301) (P -300)(P -302)(P-303) �,00 ,�,,po 0004,E 0 °j 00 ° o c30 Co. �p O ��O SCARIFIED AND RECOMPACT 0�0 0°° 0O o oo°O8 °0O oo °O ° D 000Q 0- ° r TOP 12" TO 90% RELATIVE in o0o pOH° ° C�0°o 0O o°� �o °o°o° °cc3oO�b00000`"'.,o .,""" COMPACTION 08%0091R.0.0 C�°o °° °o 00 -III—III—III—III— °- =1 CMB COMPACTED TO 95% NOTES: RELATIVE COMPACTION. ^ 1. PROVIDE EDGED CONTROL JOINTS @ 10' O.C. & EDGED EXPANSION JOINTS @ 30' O.0 PER DETAIL 2 ON SHEET C6.1. SCARIFY AND RECOMPACT TOP 12" OF NOTES: o SUBGRADE TO 90% RELATIVE COMPACTION a- 2. 2. PAVING SHALL HAVE A MEDIUM SALT (MEDIUM BROOM) FINISH ON ALL SURFACES LESS THAN 6% AND A SLIP RESISTANT (HEAVY BROOM) FINISH ON 1. CONCRETE, fc'=3000 PSI @ 28 DAYS O 0) ALL SURFACES GREATER THAN 6%. REFER TO ARCHITECTURAL MODULAR OR BLDG. DRAWING FOR PATTERN, COLOR AND TEXTURE. L c 3. CONCRETE, fc'=3,000 PSI Q 28 DAYS PER SSPWC. 2. REBARS, FY=60,000 PSI ASTM A615, GRADE 60. 4. REBARS, FY=60,000 PSI ASTM A615, GRADE 60. 3. PROVIDE 1/2" EXPANSION JOINT WHERE NEW CONCRETE WALK/PAVEMENT ABUTS ANOTHER RIGID V� STRUCTURE. W 5. PROVIDE 1/2" EXPANSION JOINT WHERE NEW CONCRETE WALK/PAVEMENT ABUTS ANOTHER RIGID STRUCTURE. 4. PROVIDE WEAKENED PLANE JOINTS AT 10MAXIMUM SPACE AND AT ANGLE POINTS. 6. CONCRETE MIX DESIGN SHOULD CONTAIN A MIN. CEMENT CONTENT OF 5.5 SACKS PER CUBIC YARD AND A MAX. AND MIN. VALUES OF SLUMP FOR } PAVEMENT CONCRETE OF 3 INCHES AND 1 INCH. 5. PROVIDE CONTRACTION JOINTS CONSISTING OF ONE INCH DEEP CUT SCORES AT 20' O.C. MAX UNLESS OTHERWISE NOTED BY SIDEWALK OR PAVEMENT JOINT PATTERN. Q Q CONCRETE PAVEMENT SECTION CONCRETE V -GUTTER 61 5 NOT TO SCALE g AC THICKNESS TRANSITION 7 SCALE NOT TO SCALE 70 ✓J 1 J z O N H m z U II m cn O (P-303) & (P-201) I Q w = N z J Y CO I-_ PCC MOW STRIP 4"R (TYP) w \� 1 /8 0 1 3 1 /8 1 7 3 ? O oma= 6" 3H:12V NEW AC NOTES: FG FOR PLANTING N BATTER PAVEMENT PER F 1 2 ° LEGEND ? o AREA, SEE PLAN DETAIL 2 ON 1. PAVING FINISH SURFACE. U LL 1. CONCRETE WORK SHALL CONFORM TO THE TECHNICAL SHEET C6.0. a - e4 )1� I ., I A . ° 2. SAWCUT. p AND STANDARD SPECIFICATIONS. — 3. 1/4" R. ® EDGES. TYP. z 4. PREMOLDED E.J. FILLER. 2. PROVIDE WEAKENED PLANE JOINTS AT 10' MAXIMUM =III—III—III—III o 0 o A: SAWOUT JOINT B: TOOLED JOINT C: COLD JOINT 5. JOINT SEALANT. COLOR TO SPACE AND AT ANGLE POINTS. C 12" o BE SELECTED BY a; v _ LANDSCAPE ARCHITECT. 3. PROVIDE 1/2" EXPANSION JOINT WHERE NEW CONCRETE / SUBMIT COLOR SAMPLES 0 PAVEMENT ABUTS ANOTHER RIGID STRUCTURE. 0 0 o c Cn PRIOR TO INSTALLATION. z. z U) i Y" 1/8" C\I 6. BACKER ROD. - 4. CONCRETE, FC'=2500 PSI @ 28 DAYS PER SSPWC. 2-#4 BAR CONTINUOUS � z N 5 i A 7. 18" #4 REBAR W/ 'SPEED n F CMB COMPACTED TO 95% o 0 0� o� LJ Y i 1 7oe v J I DOWEL' @ 36 OC, CENTER w RELATIVE COMPACTION Q = 74' i 2 IN CONC. AT COLD JOINTS & w 5. REBARS, FY=60,000 PSI ASTM A615, GRADE 60. -III— III—III—III— 6 (P-200) & (P-301) E.J.'S _ s z SCARIFIED AND - / ,_ 8. CONSTRUCT PER APWA STD RECOMPACT TOP 12" TO - - - ° &SPECIFICATIONS SECTION w E � 90% RELATIVE �.�_ �.: 4 303. COMPACTION a° N E' a.' .a ) O L . D: EXPANSION JOINT 4 E: SAWCUT/EXPANSION COMBO U ° -<' a�€ 1 MQOWQ STRIP DETAIL 2 JOINE OTQT DETAIL I I SCALE 1' 2500 GALLON 6' 24' U) SAND -OIL INTERCEPTOR #5 © 16" O.C. w v MODEL JZ2500SO 1/2' R 1 WIDE BY 1 DEEP VERTICAL J 3/8' LIP AC PATCH BACK — z TRAFFIC RATED ACCEPTED BY UPC Q a: : a 6' OR 8' RI #4 @ 18" O.C. — 3112 " CURB FACE 24" CAST IRON FRAME & COVER °4 W j WITH GASKET STANDARD. BATTERa e 4/ R 2 30" L -BAR a �� II w " ®(CENTERCONCO PLUG RETE AS REQUIRED Ll' R a a : ;• a #5 ® 24" O.C. 12" MIN. LEVEL VERTICAL DOWEL FINISHED W OR TRAFFICU 2432 RISER -3 , B OR 12 SURFACE 0 24" INERT TYPE A P.C.C. CURB AND GUTTER W INVERT 4- #5 "LET 7(CURB FACE SHALL BE 6' UNLESS OTHERWISE NOTED) Z LL 4"PVC I & OUTLET Q SANITARY PIPE AND 6'-0" 5'-0" TEE OR FITTINGS4*_9" ELBOW PER STANDARD 1/2 R 7 LLQ LOCAL W CODE 3 I- - EP • t .'L 4 . AC PATCH BACK [AT ER W SIDE VIEW (CUT AWAY)16'-10" �§••a NOTES: NJ 1. CONCRETE, fc'=3000 PSI @ 28 DAYS 2. REBARS, FY=60,000 PSI ASTM A615, GRADE 60. TYPE B P.C.C. CURB 5-9" (CURB FACE SHALL BE 6' UNLESS OTHERWISE NOTED) LOCATED. 3 REBARS SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH IT IS Dv NOTES: 4. CONCRETE BLOCK UNITS SHALL CONFORM TO ASTM C90. " I I I N V °� 1. GUTTER SURFACE WITHIN 4' OF FLOWLINE SHALL BE GIVEN A STEEL TROWEL. 5. CONCRETE BLOCK UNITS SHALL BE PLACED IN A RUNNING BAND WITH HEAD L -----------J (APPLIES TO TYPE 'A' CURB) JOINTS IN SUCCESSIVE COURSES HORIZONTALLY OFFSET AT LEAST -------------- J LONE-QUARTER THAT UNIT LENGTH. TOP VIEW 2, PREFORMED 3/8' THICK EXPANSION FILLER SHALL BE INSTALLED IN ALL 6. CONCRETE BLOCK UNITS TO HAVE VERTICALLY CONTINUITY OF CELLS Cn (COVERS & RISERS REMOVED) TYPES OF CURB AT THE BC, AND E.C. OF RETURNS, AT INTERVALS OF 60 UNOBSTRUCTED. ALL CELLS CONTAINING REINFORCING SHALL BE SOLID o BETWEEN RETURNS AND AT THE ENDS OF DRIVEWAYS. SIMILAR EXPANSION GROUTED (VERTICAL AND HORIZONTAL REINFORCEMENT. ■ LIQUID CAPACITY: 2,500 GALLONS. JOINTS SHALL BE INSTALLED IN ALL GUTTERS ADJOINING CURB. WEAKENED PLANE JOINTS SHALL BE FORMED AT INTERVALS OF 20' BETWEEN RETURNS. (APPLIES TO TYPES 'A. 'B; AND 'C' CURBS). 7• MORTAR MIX FOR CONCRETE TO BE 1 PART CEMENT TO 0.5 PART LIME TO 3 ■ TANK DESIGNED FOR H-20 TRAFFIC WHEEL LOAD WITH DRY SOIL CONDITIONS PARTS DAMP LOOSE SAND. c (WATER TABLE BELOW TANK) & EARTH COVER NOT TO EXCEED 6 FT. om 3, CONCRETE SHALL BE 560-C-3250 c ■ SUITABLE NATIVE OR SUB -BASE SHALL BE PREPARED TO HANDLE ANTICIPATED LOADS. 8. GROUT MIX FOR CONCRETE BLOCK WALL TO BE 1 PART CEMENT TO 3 PARTS CO 4. SMOOTH TROWL THE TOP 4 -INCH OF THE BACK OF CURB SAND TO WHICH MAY BE ADDED NOT MORE THAN 0.1 PART PART LIME. d THE EXCAVATION SHALL BE BEDDED WITH SUITABLE GRANULAR MATERIAL AND SHALL SUFFICIENT WATER TO BE ADDED TO PRODUCE CONSISTENCY FOR POURING O C) BE COMPACTED TO 90% MAXIMUM DRY DENSITY, OR TO REQUIREMENTS OF THE PROJECT WITHOUT SEGREGATION OF CONSTITUENTS. THE GROUT MAY CONTAIN 2 L GEOTECHNICAL ENGINEER. CITY OF NEWPORT BEACH APPROVED: PARTS PER GRAVEL, MAXIMUM SIZE MINIMUM EXCAVATION SIZE: PUBLIC WORKS DEPARTMENT ■ FOR COMPLETE DESIGN AND PRODUCT INFORMATION 9. A FIRST INSPECTION IS REQUIRED WHEN TRENCHES ARE READY FOR CONTACT JENSEN PRECAST. 6'-9• X 17-10• X DEP1H REOb. RCE No .36106 LIC WORKS DIItECi'OR CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. A SECOND W THE DESIGN AND DETAIL OF THIS DRAWING ARE THE STANDARD CURB SECTIONS INSPECTION IS REQUIRED WHEN FIRST HORIZONTAL BAR AND ALL VERTICAL PROPERTY OF JENSEN PRECAST AND NOT TO BE Drawn: M:Crracia Sca1e: N.T.S. BARES IN PLACE BUT NOT GROUTED. USED EXCEPT IN CONNECTION WITH ITS OWN WORK. Date: Nov. 1993 P;ws��n\ srn� U DESIGN AND INVENTION RIGHTS ARE RESERVED.10-01-03 �fi���� TYPES �� Al' A��ND B'1 25WSO—JZ—W.dwg DRAWING NO. STD_ 1 82-L O 2DO3 Jensen Precast PRECAST® Q U Q SAND -OIL INTERCEPTOR DETAIL STD -182-L STANDARD CURB SECTIONS TYPES "A" & "B" 61 NEW CMU WALL DETAIL 3 NOT TO SCALE 4 SCALE: NOT TO SCALE 5 NOT TO SCALE 71 ji J) nnAADAnTCn Qnll 'ACTED SOIL 160N OR VIED EQUAL RAVEL /OID SPACE) IN PAVED AREAS, REPLACE SURFACING 1" GREATER THAN EXISTING IN KIND (N) (E) S SURFACING SURFACING EXISTING PAVEMENT 1 �, LLJ a o a N 1 J I J o� w0 0 W O a : Z Mt a. � . e.. N N (D Z BACKFILL WITH NATIVE OR IMPORTED MATERIAL PAVED UNPAVED /PER SPECIFICATIONS SECTION SECTION 95% RELATIVE COMPACTION FINISH GRADE CEMENT -SAND SLURRY THRUST BLOCK WHERE OCCURS PIPELINE Z72 I MIN. PIPE ZONE/BEDDING: BEDDING MATERIAL SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE, OR NATIVE FREE—DRAINING MATERIAL HAVING A SAND EQUIVALENT OF NOT LESS THAN 20 1 I BIORETENTION SYSTEM DETAIL 12 I TRENCH SECTION DETAIL SCALE: NOT TO SCALE SCALE: NOT TO SCALE PIPE WHERE OCCURS N a 1/2" C.I. INLET D I D nl TRAFFIC LOAD CAST IRON GRATE OPENING COVER & FRAME WITH 1/2" SLOT OPENINGS 2% MAX IN P.O.T. 6" FLUSH TRANSITION IN P.O.T. TYP PROVIDE 1/2"EXP. JOINT WITH BITUMINOUS FILLER WHEN ADJ. TO RIGID PAVEMENT/STRUCTURE (TYP.). ALL SIDES FLOW LINE MAX 1/2" SLOT OPENINGS 3-#410 EACH SIDE OF OPENING6 #4 ® 12" OC BOTHWAYS (TYP.) TYPICAL OVERLAP n 24" 21 2% MAX IN P.O.T. 1111111111111113.1 a I 2., 4" OR 8"2 6„ FOSSIL J `o FILTER Q X 11 1-1/2" INSERT .� ; Q FLOW a a N 6" 12" 6" SECTION NOTES: 1. USE 3/4" DIA. PIPE BAR SPACERS ASSEMBLED ON (2) 1/2" DIA. RODS WITH THREADS AND NUTS AT BOTH ENDS. 2. ALL METAL PARTS SHALL BE GALVANIZED AFTER FABRICATION AND WELDING, AND BEFORE ASSEMBLING. 3. FRAME AND GRATE SHALL BE SIMILAR TO EISEL ENTERPRISES INC. ALHAMBRA FOUNDRY CO. LTD. SERIES MODEL NO. A-2010 OR BROOKS PRODUCTS, INC. OR APPROVED EQUAL. GRATES MUST COMPLY WITH ALL ADA REQUIREMENTS. 4. GRATES SHALL BE OF VANDAL -RESISTANT CONSTRUCTION WITH Y2" MAX OPENINGS. 5. FRAME AND GRATE SHALL BE TRAFFIC -RATED WHEN INSTALLED IN VEHICLE, PARKING AREAS. 6. GRATE MUST COMPLY WITH ADA REQUIREMENTS. 7. PROVIDE Y2" MAX GRID/OPENINGS IN GRATING IN THE DIRECTION OF TRAFFIC FLOW. 8. INSTALL FOSSIL FILTER, KRISTAR, (800) 579-8819, FLOGARD MODEL OR APPROVED EQUAL. 9. PROVIDE "NO DUMPING SYMBOL" PER DETAIL 4 SHEET C707-1. 10. SLOPE ADJACENT PAVEMENT AT 2% MAX TOWARDS GRATE WHEN PLACED WITHIN ACCESSIBLE PATH OF TRAVEL PER ARCHITECTURAL DRAWINGS. 3 124" X 24" CATCH BASIN SCALE: NOT TO SCALE m MIN NOTE: 1. PAVEMENT FINISH SURFACE SHALL BE A SMOOTH CONTINUATION OF ADJOINING PAVED SURFACE. NARROW UNSUPPORTED VERTICAL WALLED TRENCH WIDTH NOMINALPIPE DIAMETER (INCHES) NARROW TRENCH WIDTH MIN. (INCHES) 3 18 4 18 6 18 8 24 10 30 12 36 z _O z I- O U 5 U) ry U H � co 00 z O U U d � O U LL I- 0 O z z �O V J /'� z VJ �^ co r ^ L.L z Q _ W Q W W J '0 p eco V) c+ � W � O VJ Lu zQ J � U J � — U W = W J F. OL W Z _ 2 W m N co V C z� LANDSCAPE PLAN D� 0 SCALE: 1" = 30' ti ■ 0 �L Existing landscape to be adjusted to accommodate new path of travel V I r --I u u I I `o, P F 150 a 50 j 0 so 50 so 50 0 Existing landscape to remain and be protected (Typical) z O z O U 5 co iY WF 5�U) Co z O � U d � O ULL F- O z W L O L [ L Z C OW O F W LL i L Z rn rVOO 0. V Z X W Q W OU) D J 0. W U 0. U Q n U r — � W = Z~ Q Z - J W m W L O L [ L C OW F F O LL i L rVOO U � N [ U � L � Q 73 PLANT SCHEDULE TREES U', A L PALM TREES \, A SUCCULENTS SHRUB AREAS BOTANICAL NAME Pinus canariensis Rhuslancea Rhuslancea BOTANICAL NAME Cocos plumosa Cocos plumosa BOTANICAL NAME Agave americana 'Variegata Agave attenuata BOTANICAL NAME Dietes bicolor Existing Landscape Areas Hesperaloe parviflora 'Yellow Juncus patens Leymus condensatus 'Canyon Prince Salvia greggii 'Furmans Red GROUND COVERS BOTANICAL NAME Fragaria chiloensis COMMON NAME Canary Island Pine African Sumac African Sumac COMMON NAME Queen Palm Queen Palm COMMON NAME CONT. SIZE Existing to Remain 24" Box Existing CONT. SIZE 15' Brown Trunk Existing to Remain CONT. SIZE Variegated Century Plant 24" Box Foxtail Agave 5 G.C. COMMON NAME CONT. SIZE Fortnight Lily Yellow Yucca California Gray Rush Canyon Prince Wild Rye Red Automn Sage COMMON NAME Beach Strawberry 5 G.C. Existing to Remain QTY REMARKS 1 Existing protect in place. 16 Standard Trunk Form 9 Existing to Remain QTY REMARKS REv �2 Match Existing Existing to remain QTY 17 74 SPACING QTY REMARKS 24" o.c. 999 sf Square Spacing 32,672 sf 5 G.C. 30" oc 2,514 sf Square Spacing 5 G.C. 24" o.c. 435 sf Square Spacing REV 12 5 G.C. 24" o.c. 1,075 sf Square Spacing 1 G.C. CONT 4" Pots ++++++++++ Rosmarinus officinalis 'Huntington Carpet' Huntington Carpet Rosemary 1 gal ++++++++++ LOW GROUND COVERS BOTANICAL NAME 0000 ODOR Lantana montevidensis 0000 0000 REFERENCE NOTES SCHEDULE SYMBOL DESCRIPTION Desert Gold Decomposed Granite Stabilized COMMON NAME Trailing Lantana CONT 4" Pots 16" o.c. 3,164 sf Triangular Spacing SPACING QTY REMARKS 12" oc 2,205 sf Triangular Spacing 18" oc 594 sf REV J2 SPACING QTY REMARKS 12" oc 1,761 sf Triangular Spacing REV 12 1 Cocos plumosa / Queen Palm Rhuslancea/ Agave americana 'Variegata' / African Sumac Variegated Century Plant Agave attenuata / Foxtail Agave Dietes bicolor / Fortnight Lily Fragaria chiloensis / Beach Strawberry W w Hesperaloe parviflora 'Yellow' / Juncus patens / Lantana montevidensis / Yellow Yucca California Gray Rush Trailing Lantana Leymus condensatus'Canyon Prince' / Salvia greggii 'Furmans Red' / Rosmarinus officinalis'Huntington Carpet'/ Canyon Prince Wild Rye Red Automn Sage Huntington Carpet Rosemary Z O_ Z ~ O U D (nX Z m 0 U O U LL E- O Z 0 O vJ Z = � w w w J �/ Q CD 0 U Z fRy - W 2 Q ~ � Z J II' M- W W L c� O n L W OEL0 m W 2- 0 'E � U � U L � Q N O c� V�E U) 0 OEL0 m o 2- L 0 O U � U L � Q N O 0 V�E U) U W m U � U L � Q N O WATER EFFICIENT LANDSCAPE WORKSHEET This worksheet is filled out by the project applicant and it is a required item of the Landscape Documentation Package. Reference Evapotranspiration (ETo)a: Landscape Area Sector Type (select one): [ ] Residential IN Non -Residential Hydrozone #/Planting Description Location Plant Factor PF Irrigation Method° Irrigation Efficiency° IE ETAF (PF/IE) Landscape Areas ft ETAF x Area Estimated Total Water Used ETWU Regular Landscape Area REV wl 1 SHRUBS SITE 0.3 DRIP TREES SITE 0.3 DRIP 0.81 0.37 13952 51167.41 145,452.18 2 0.77 0.39 218.96 6,163.32 3 4 5 6 7 8 9 10 11 12 Average Total Total Average ETAF for Regular Landscape Arease (circle one): In Compliance Not In Compliance Special Landscape Area S LA - 1 S LA - 2 S LA - 3 S LA - 4 S LA - 5 0.380 Totals 14.514.00 37 Total Landscape Area Site wide ETAF ETWU Total Maximum Allowed Water Allowance (MAWA)f CERTIFICATION OF LANDSCAPE DESIGN I hereby certify that: (1) 1 am a professional appropriately licensed in the State of California to provide professional landscape design services. (2) The landscape design and water use calculations for the property located at 2222 SE Bristol (provide street address or parcel number(s)) were prepared by me or under my supervision. (3) The landscape design and water use calculations for the identified property comply with the requirements of the City of Newport Beach Water Efficient Landscape Ordinance (Municipal Code Sections 14.17 and the City of New Port Beach Guidelines for Implementation of the City of Newport Beach Water Efficient Landscape Ordinance. (4) The information I have provided in this Certificate of Landscape Design is true and correct and is hereby submitted in compliance with the City of Newport Beach Guidelines for Implementation of the City of Newport Beach Water Efficient Landscape Ordinance. Robert L. Curley 11.17.17 Drink Alnvv�� Date 3583 License Number _ _. ite 300 Long Beach, CA 90807 Address 562.424.8182 robert@cumingscurley.com Telephone E-mail Address Landscape Design Professional's Stamp (If applicable) z O z O U D COfy U� 5� C/) COz Z) O U U d � O U LL H O z 0 J W cur/ eyCO No ROy/ ` M 14,514.00 � w � ,2 -g, -,g TOM, RENE�ALD 11.1.17 - 151,615.50 s P E r ♦A 204,270.04 qrF OF CAOFO� v J N W z 0 J O Lp� I ry LU z LU a 715 z O z Q X LLl LL] Cn 75 Q U 2 U FM 70 . °_ - _ :�y. -o _ ° �aiiaiiniiniini■IIIU ' �I : viii�_ Epi �■ I Co U :.......1 ............._............ pop p p nn � � ��������������� �� 'o W�W�W��■«► 11111 i �iniiiiiii I��IIIIIII�,� i nwii� LL l c, IL III V I I VIII III _ I r ..� 'I I - ........ I I VIA wom ------------------------------- // I I • CO III / ui ■III I� I •co --■'I MEQ _ __W9"4/14E �- _� 5UJ D uiLl 11 D ITI UJ .. cNi D - col i i D FL ! !� niIUIiIIIIIIIIIUIIUINI1111111umi mlminillmn rnmm PEK --------------------------------- ----- - n ' • " Inlini■nin�nn!nrrnnnonmmjamn�nnn11n11r1 ............................1.............Y..Y..Y..........O..YL' *or�c-mer_ ac�c�cac �c�=mac uoo❑QO86000��000�000 ❑ L - - Cie °774 -7c s ❑❑ e e 0 0 0 0 - IMfll�(r�M Ccs inn— �or�n�R�nn�nr ■ 70 IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI SYMBOL MANUFACTURER/MODEL/DESCRIPTION 25 50 10 20 Hunter PROS-PRS30-06-CV-PCN 30 RESIDUAL WATER PRESSURE: Hunter ICV -G -FS 25 50 10 zo Flood Bubbler, 6.0" pop-up, factory installed drain check valve. 111, 1-1/2", 2", and 3" Plastic Electric Remote Control Valves, Globe Configuration, with NPT Threaded Inlet/Outlet, for Commercial/Municipal Use. With Filter Sentry. X SYMBOL MANUFACTURER/MODEL/DESCRIPTION X F Cap for future use Hunter ICZ-101-40 Cap at the mainline or lateral line for future use. The pressure Drip Control Zone Kit. 1" ICV Globe Valve with 1" HY100 filter and flow provided to that location are indicated next to the cap system. Pressure Regulation: 40psi. Flow Range: 2 GPM to 20 symbol. This will be GPM. 150 mesh stainless steel screen. 4 LASCO Fittings F ) Toro T-FCH-H-FIPT All fittings used with solvent weld mainline pipe shall be sch. 80 Flush Valve, plumbed to flush manifold at low point. PVC fittings, gray in color, and sized to match the thr mainline pipe. All fittings used with solvent weld lateral line pipe shall be 1-71 A Toro T -YD -500-34 sch. 40 PVC, white in color, and sized to match the lateral line 1/2" Air Vent- MIPT Air Release and Vacuum Relief Valve pipe. All threaded PVC nipples shall be sch. 80 PVC pipe, dark gray in color, with molded threads. Area to Receive Dripline Toro RGP-212 (12) Q Christys Sub -Surface Pressure Compensating Landscape Dripline with All solvent weld connections for both mainline and lateral line ROOTGUARD technnlnov. n.53GPH emitters nt 12.0" O.C. shall be made using the two-step process of primer and solvent cement. Primer shall be low voc "purple primer". Mainline solvent cement shall be low voe, "gray -heavy body" cement. Lateral line solvent cement shall be low voe, "red hot blue glue" cement. Use daubers sized at least one-half the size of the largest pipe being joined. All solvent cemented joints shall be made per the pipe and fitting manufacturers recommendations. OSolvent Weld Mainline as Approved All solvent weld mainlines above 2" in size shall have concrete thrust blocking installed at all directional changes including elbows (45' and 90") and tees. Mainline pipes under 2" size and all lateral lines do not require thrust blocking. OConduit as Approved 1" sch. 40 PVC, gray electrical conduit for flow sensor wires or central control communication cable, provide pull box at a maximum of 200 feet on center for a 3 foot wire loop or any splices. Install inside a standard rectangular valve box Paige Electric P7079D polyethylene insulated, solid copper conductor irrigation control wire #14uf awg direct burial (u.l. approved). Pilot wires shall be red in color, common ground wire shall be white in color, spare wires shall be yellow in color. Where multiple controllers are used on the project, each controller shall have a different color for pilot wires. The contractor shall route two (2) spare control wires (yellow) from the controller along the mainline in all directions away from the controller. Loop spare wires up and into each valve box along the mainline, providing a 3 foot minimum loop. 3M Wire Connectors DBR/Y-6 direct burial (I.L. approved) water -proof wire connectors for use on all wire splices and connections © NDS (K,B,I,) KSC Series KSC-XXX-S swing check valve, lateral line size, install one (1) on the downstream side of each RCV when the RCV is lower than The sprinklers, bubblers or drip emitters. Install ❑5 NDS (K,B,I,) KC Series KC -XXX -S spring check valve, lateral line size, install one (1) on the downstream side of each RCV when the RCV is higher than the sprinklers, bubblers or drip emitters. Install within sprinkler I bubbler / drip zones />s required to prevent low head drainage. Rain Bird All valve boxes shall be VB series, plastic type with overlapping lids. Covers for boxes shall be green. All boxes shall be secured with a rain bird vb-lock-p penta head bolt, washer and clip. Boxes shall be as shown below: Irrigation Lateral Line: PVC Schedule 40 Irrigation Mainline: PVC Schedule 40 Pipe Sleeve: PVC Schedule 40 Valve Callout Valve Number Valve Flow Valve Size DESIGN NOTES: NOTE A: POINT OF CONNECTION (POC) #1 SHALL BE A 1" DOMESTIC WATER METER WITH A 1" SERVICE LINE. THE CONTRACTOR SHALL VERIFY THE ACTUAL LOCATION. WATER TYPE. METER SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. MEASUREMENT OF THE STATIC (NO WATER MOVING) WATER PRESSURE IS ACCEPTABLE FOR POTABLE WATER SYSTEMS WHERE NO PUMP HAS BEEN INDICATED ON THESE PLANS. WHEN USING RECYCLED WATER, OR ON POTABLE WATER SYSTEMS REQUIRING A PUMP, ONLY THE MEASUREMENT OF DYNAMIC (WATER MOVING THROUGH THE METER) WATER PRESSURE, SHALL BE ACCEPTABLE. THE DYNAMIC WATER PRESSURE SHALL BE MEASURED AT THE MAXIMUM SYSTEM DEMAND AS INDICATED BELOW 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 AND IRRIGATION CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION AS SHOWN HEREIN, ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. WATER PRESSURE AT POC: 94 PSI (STATIC/ DYNAMIC) DESIGN WATER PRESSURE: 59 PSI MAXIMUM SYSTEM DEMAND: 15 GPM RESIDUAL WATER PRESSURE: 35 PSI NOTES: B CONTROLLER "A" SHALL BE OF THE BRAND, MODEL AND STATION SIZE AS INDICATED ON THE IRRIGATION MATERIALS LEGEND. THE CONTROLLER SHALL BE INSTALLED IN THE APPROXIMATE LOCATION SHOWN. THE CONTRACTOR SHALL COORDINATE THE REQUIRED ELECTRICAL POWER SUPPLY AT THIS LOCATION WITH THE OWNER'S AUTHORIZED REPRESENTATIVE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POINT OF CONNECTION SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE C: THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18' OFF ADJACENT HARDSCAPE ANO OTHER OBSTACLES, TYPICAL. NOTE D: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEAD INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE E: THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THE PLANTER. THE TREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THE PLANTING PLANS, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK U) LU O Z 0 Q 0 Z LU LU J Z _O Q CD EE U) CD Z 0 J O WA L^.L I..L W I— Z Z O r vJ Z Q X LLI N Q 0 J U) L 0 C E 77 Attachment No. PC 5 Draft Resolution for Denial �9 20 RESOLUTION NO. PC2018-014 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF NEWPORT, CALIFORNIA BEACH DENYING CONDITIONAL USE PERMIT NO. UP2017-030 FOR A VEHICLE RENTAL FACILITY USE LOCATED AT 4340 CAMPUS DRIVE, 4360 CAMPUS DRIVE, 4400 CAMPUS DRIVE, 4500 CAMPUS DRIVE, 4341 BIRCH STREET, AND 4361 BIRCH STREET (PA2017-215) THE PLANNING COMMISSION OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. An application was filed by Enterprise Rent A Car Company of Los Angeles, LLC ("Applicant'), with respect to properties located at 4340 Campus Drive, 4360 Campus Drive, 4400 Campus Drive, 4500 Campus Drive, 4341 Birch Street, and 4361 Birch Street ('Properties"), and legally described as Lot 29 of Tract No. 3201, Lot 30 of Tract No. 3201, Lot 31 of Tract No. 3201, Parcel 1 as shown on a map filed in Book 60, Page 22 of Parcel Maps in the Office of the County Recorder, Lot 6 of Tract No. 5169, and Parcel 1 as shown on Lot Line Adjustment No. 93-5, respectively, requesting approval of a conditional use permit. 2. The Applicant proposes to expand the existing Enterprise Rent-A-Car facilities located at 4500 Campus Drive and 4361 Birch Street ("Project'). The Project includes the following: (1) demolishing three existing office buildings (38,620 square feet in total) at 4340 Campus Drive, 4400 Campus Drive, and 4341 Birch Street; (2) remodeling of an existing approximately 11,682 -square -foot office building to create a vehicle service center, hand car wash, personal offices, and vehicle parts storage; (3) grading and paving with installation of perimeter security fencing and walls, landscaping, and exterior lighting; and (4) striping and reconfiguring of paved areas to create 91 customer and employee parking spaces and approximately 810 stacked parking spaces for vehicle storage. The existing barriers between each of the lots will be removed to allow vehicle circulation without having to utilize the surrounding public right-of-way. 3. The Properties are designated Airport Office and Supporting Uses (AO) by the General Plan Land Use Element and are located within the Office Airport (OA) Zoning District. 4. The Properties are not located within the coastal zone. 5. A public hearing was held on April 5, 2018, in the Council Chambers located at 100 Civic Center Drive, Newport Beach. A notice of time, place and purpose of the hearing was given in accordance with the Newport Beach Municipal Code ("NBMC"). Evidence, both written and oral, was presented to, and considered by, the Planning Commission at this hearing. NA SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION. This Pursuant to Section 15270 of the California Environmental Quality Act ("CEQA") Guidelines, projects which a public agency rejects or disapproves are not subject to CEQA review. SECTION 3. REQUIRED FINDINGS. The Planning Commission may approve use permit only after making each of the required findings set forth in NBMC Section 20.52.020(F) (Findings and Decision). In this case, the Planning Commission was unable to make the required findings based upon the following: lip SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: 1. The Planning Commission of the City of Newport Beach hereby denies Conditional Use Permit No. UP2017-030. 2. The denial of Conditional Use Permit No. UP2017-030 shall become final and effective 14 days following the date this Resolution was adopted, unless within such time an appeal is filed with the City Clerk in accordance with the provisions of NBMC Title 20. PASSED, APPROVED, AND ADOPTED THIS 5T" DAY OF APRIL, 2018. AYES: NOES: ABSTAIN: ABSENT: BY: M Peter Koetting, Chairman Erik Weigand, Secretary 22 0 �. AA K ty T g 1• .r d I.; Pdring Commission--'A-pffl 5,2 Q 18 d. Ta - Addi4p erials Presented At Meeting- spierar Expansion (PA2017-215) Planning Commission - April 5, 2( 'Item No 3a -Additional Materials Presented At.Vee .'•' �„ Enterprise Rent-A-Car Expansidh (PA2017-1 (WAS <6 A _ • 4' Planning.Commission - April 5, 'Item No 3a -Additional Materials PresentedAP•Ivte .'•' �„ Enterprise Rent-A-Car Expansidh (PA2017 (WAS %� s e Thi y -�61 1 J •.'fff •. �� �W i Wtl� I F:m1l rl o New Landscape Area o Transport Truck Area :rNiro rvv\ 9Y Y4 .�. krtroioa •YLL _ Atlt B \ W [ 4\ Y Y MyY•1 4 i . •.�� .m I ss� y 6'Y V _J ws .J TJ �' unw;i �r : •,�w9 .fry �+ p i .J o� a ITT, 11gR(1 V/,OLM, � 4M R6 B m a, Yvn • m • • Y4w] Y, n _ m MO •c 'iPY6 Yr m W fl— n - ri.Yn m a C- • F • .: BIRCH S' Wtl� I F:m1l rl o New Landscape Area o Transport Truck Area ,in sistencv16"MM AO/OA— provide for development of properties adjoining JWA for uses that support or benefit from airport operations. GP Land Use Policy LU 6.3-5.24 (Primary Uses) GP Land Use Policy LU 6.15.26 (Automobile Rental and Supporting Uses) GP Land Use Policy LU 6.15.27 (Site Planning and Architecture) April 5, 2oi8 Community Development Department- Planning Division 7 nnnitions Ot Annrr #6 — Employees park on-site ■ #7 — Loading/unloading on private property ■ #12- Landscape enhancements ■ #13 — Remodel buildings for consistency ■ #15 — Photometric/lighting #47— Employee parking gate #52—Parking layout review April 5, 2018 Community Development Department - Planning Division N da L Conduct a public hearing; Find project exempt from CEQA; and Adopt Resolution No. PC2o18-014 approving Conditional Use Permit No. UP2017-030. April 5, 2oi8 Community Development Department- Planning Division ■ da L Additional Condition of Approval: Prior to final inspection of building permits, the Applicant shall construct a six -foot -tall concrete masonry unit ("CMU") block wall along the entire side property line between 4341 Birch Street and 4321 Birch Street. April 5, 2oi8 Community Development Department- Planning Division a 1 For more information contact: Benjamin M. Zdeba, AICP Associate Planner 949-644-3253, bzdeba@newportbeachca.gov www.newportbeachca.gov Planning Commission - April 5, 2018 Item No. 3a - Additional Materials Presented At Meeting Enterprise Rent-A-Car Expansion (PA2017-215)