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Home My WebLink About2017-10-18; Planning Commission; ; CUP 2017-0004/SUP 2017-0001 (DEV2017-0088) – WEST COAST SELF STORAGE The City of Carlsbad Planning Division A REPORT TO THE PLANNING COMMISSION Item No. Application complete date: August 1, 2017 P.C. AGENDA OF: October 18, 2017 Project Planner: Paul Dan Project Engineer: David Rick SUBJECT: CUP 2017-0004/SUP 2017-0001 (DEV2017-0088) – WEST COAST SELF STORAGE – Request for approval of a Conditional Use Permit and Scenic Corridor Special Use Permit to allow for the construction and operation of an 83,672 square foot, three-story, split level, self-storage facility located on the southeast corner of El Camino Real and Cougar Drive on an approximately 1.5-acre site, zoned Industrial with the Qualified Development Overlay, within Local Facilities Management Zone 5. The City Planner has determined that the project belongs to a class of projects that the State Secretary for Resources has found not to have a significant impact on the environment, and is therefore categorically exempt from the requirement for the preparation of environmental documents pursuant to Section 15332 in-fill development, of the State CEQA Guidelines. I. RECOMMENDATION The Planning Commission ADOPT Planning Commission Resolution No. 7270 APPROVING Conditional Use Permit CUP 2017-0004 and Scenic Corridor Special Use Permit SUP 2017-0001, based on the findings and subject to the conditions contained therein. II. PROJECT DESCRIPTION AND BACKGROUND Project Site and Setting The project site is located on the southeast corner of El Camino Real and Cougar Drive and is part of an existing industrial complex, developed and in use by various offices and industrial uses. Access to the site will be via a proposed private access road off Cougar Drive. The project site is approximately 1.5 acres, and is the last lot of the industrial complex to be developed. The General Plan Land Use designation for the site is Planned Industrial (P-I) and Industrial with the Qualified Development Overlay (M-Q) as zoning. The undeveloped site was previously graded and has 2:1 cut and fill slopes around the perimeter. Elevations range from approximately 280 feet above mean sea level (amsl) along the El Camino Real frontage, sloping down to 265 feet amsl near the proposed private access road. On-site flora consists of disturbed non-native habitat with minimal native species. Although some species are native, their limited occurrence and scattered plant community precludes them from being classified as native. No special- status species were detected onsite during a biological survey. According to the project’s biological technical report, impacts to approximately 1.5 acres of disturbed vegetation identified by the city’s Habitat Management Plan (HMP) would occur as a result of the project. The applicant is required to pay a habitat in-lieu fee for disturbing approximately 1.5 acres of Group F (Disturbed Lands) habitat. 4 CUP 2017-0004/SUP 2017-0001 (DEV2017-0088) – WEST COAST SELF STORAGE October 18, 2017 Page 2 Project Description The proposed self-storage facility would consist of one, three-story building totaling 83,672 square feet (SF), built on a split-level pad and reaching a maximum height of 35 feet. The architectural design would provide a secure facility that is compatible with other industrial buildings in the immediate vicinity, using a variety of building materials including stucco and concrete walls, metal awnings and spandrel glass panels for a simulated office window appearance. The proposed color scheme of the facility will be medium brown and dark brown, with blue accents. Additionally, the west elevation of the facility facing El Camino Real will have stepped back planes to add more architectural interest and definition. Landscaping will be provided on the project site, functioning as a visual buffer from adjacent roadways and for stormwater purposes. The building pad will be split-level, benched into the side of the slope along El Camino Real, decreasing the mass of the facility from public views and minimizing grading. Estimated grading quantities include 13,700 cubic yards (cy) of cut, and 160 cy of fill, with 13,540 cy of export. A grading permit will be required for this project. Inside the proposed facility would be approximately 667 storage units ranging from 25 SF up to 300 SF, an office lobby for employees and patrons, and multiple stair cases and two elevators for access to all three floors. Designed to provide ease of maneuvering storage items, each floor will be equipped with motion- sensor lighting, five-foot wide hallways, and eight-foot ceilings. The facility will also provide fire sprinklers on every floor and clear exit signs in case of an emergency. The proposed days and hours of operation of the facility would be as follows: Office hours: Monday through Saturday 9:30 AM – 6:00 PM and Sunday 9:30 AM – 5:00 PM Gate hours: 6:00 AM to 9:00 PM, 365 days a year The project design incorporates a “high-tech” twenty-four hour security system, which includes an individually-monitored keypad, entry security gates to the building, video surveillance monitoring, burglar alarms, an automatic fire alarm system, and an intercom system. On-site office personnel are able to monitor these security systems on a control panel during hours of operation. Table 1 below includes the General Plan designations, zoning and current land uses of the project site and surrounding properties. TABLE 1 – LAND USE DESIGNATION AND ZONING OF SITE AND SURROUNDINGS SITES Location General Plan Designation Zoning Current Land Use Site Planned Industrial (PI) Industrial with Qualified Development Overlay (M-Q) Undeveloped North Planned Industrial (PI) Industrial with Qualified Development Overlay (M- Q)/Office (O) Former assisted living facility and contractor’s yard South Planned Industrial (PI) Industrial with Qualified Development Overlay (M-Q) Offices East Planned Industrial (PI) Industrial with Qualified Development Overlay (M-Q) Offices West Open Space (OS)/Office (O) Open Space (OS)/Office (O) Open Space/Offices CUP 2017-0004/SUP 2017-0001 (DEV2017-0088) – WEST COAST SELF STORAGE October 18, 2017 Page 3 III. ANALYSIS The proposed project is subject to the following ordinances, standards and policies: A. General Plan Land Use designation – Planned Industrial (PI); B. Industrial (M) Zone (CMC Chapter 21.32) with the Qualified Development Overlay (Q) (CMC Chapter 21.06); C. Conditional Use Permit regulations (CMC Chapter 21.42); D. Scenic Preservation Overlay Zone regulations (CMC Chapter 21.40 and the El Camino Real Corridor Development Standards); E. Parking Ordinance (CMC Chapter 21.44); F. McClellan-Palomar Airport Land Use Compatibility Plan (ALUCP); and G. Growth Management Ordinance (CMC Chapter 21.90) and Local Facilities Management Plan Zone 5. The recommendation for approval of this project was developed by analyzing the project’s consistency with the applicable regulations and policies. The project’s compliance with each of the above regulations and policies is discussed in the sections below. A. General Plan Land Use Designation – Planned Industrial (PI) The General Plan Land Use designation for the property is Planned Industrial (PI). Table 2 identifies General Plan goals and policies applicable to the proposed project and describes how the project is in compliance with those goals and policies. TABLE 2 – GENERAL PLAN COMPLIANCE ELEMENT USE, CLASSIFICATION, GOAL, OBJECTIVE, OR PROGRAM PROPOSED USES AND IMPROVEMENTS Land Use and Community Design Goal 2-G.3 Promote infill development that makes efficient use of limited land supply, while ensuring compatibility and integration with existing uses. Ensure that infill properties develop with uses and development intensities supporting a cohesive development pattern. Policy 2-P.28 The physical development of industrial areas shall ensure compatibility among a diverse range of industrial establishments. Policy 2-P.30 Require new industrial development to be located in modern, attractive, well designed and landscaped industrial parks in which each site adequately The self-storage facility provides a desired storage space for the office, business, and personal uses in an industrial area, generating and providing a complementary use that is characteristic of an industrial complex. The facility design is compatible with the adjacent buildings. Its scale and size is low-key along El Camino Real but increases once within the complex. Buildings adjacent to the project site are also large and house various uses that are complementary to each other. The proposed 83,672 SF self-storage facility is set back a minimum of 30’ from El Camino Real that includes 30’ of landscaping between the building and the right of way (public sidewalk). The building is strategically placed on the lot CUP 2017-0004/SUP 2017-0001 (DEV2017-0088) – WEST COAST SELF STORAGE October 18, 2017 Page 4 ELEMENT USE, CLASSIFICATION, GOAL, OBJECTIVE, OR PROGRAM PROPOSED USES AND IMPROVEMENTS provides for internal traffic, parking loading, storage and other operational needs. Policy 2-P.37 Require new development located in the Airport Influence Area (AIA) to comply with the applicable land use compatibility provisions of the McClellan Palomar Airport Land Use Compatibility Plan (ALUCP) through review and approval of a site development plan or other development permit. Unless otherwise approved by City Council, development proposals must be consistent or conditionally-consistent with applicable land use compatibility policies with respect to noise, safety, airspace protection, and overflight notification, as contained in the ALUCP. to allow safe ingress and egress for vehicles to the facility as well as the industrial complex. The building will not interfere with the vehicular view corridor for right turns on El Camino Real from Cougar Drive. In addition, adequate room is provided for fire trucks and emergency response vehicles by a 24’ fire access lane with hammerhead. Because the storage facility is considered a low intensity use, one access road to and from the building is adequate to provide safe and convenient access to the site. Lastly, the proposed project is located within the ALUCP’s Airport Influence Area (AIA) Review Area 1 which requires new development to meet four criterions (noise, safety, airspace protection, and over flight). Further discussed in Section III-F of the Staff Report, the project meets all four of the criteria, making it compatible with the ALUCP AIA development standards. Noise Goal 5-G.2 Ensure that new development is compatible with the noise environment, by continuing to use potential noise exposure as a criterion in land use planning. Policy 5-P.12 Use the noise policies in the McClellan- Palomar Airport Land Use Compatibility Plan (ALUCP) to determine acceptability of a land use within the airport’s influence area (AIA) as depicted in the ALUCP. According to the ALUCP’s Compatibility Map for Noise, the project site is located outside the 60dB CNEL noise exposure range. Therefore, no noise restrictions apply to the proposed development. Public Safety Goal 6-G.1 Minimize injury, loss of life, and damage to property resulting from fire, flood, hazardous material release, or seismic disasters. Policy 6-P.6 Enforce the requirements of Titles 18, 20, and 21 pertaining to drainage and The proposed building is designed to be in conformance with drainage, flood control and seismic design standards. The project will meet all required Building and Fire codes. In addition, adequate fire access is provided at all points around the building. CUP 2017-0004/SUP 2017-0001 (DEV2017-0088) – WEST COAST SELF STORAGE October 18, 2017 Page 5 ELEMENT USE, CLASSIFICATION, GOAL, OBJECTIVE, OR PROGRAM PROPOSED USES AND IMPROVEMENTS flood control when reviewing applications for building permits and subdivisions. Policy 6-P.34 Enforce the Uniform Building and Fire codes, adopted by the city, to provide fire protection standards for all existing and proposed structures. Policy 6-P.30 Encourage physical planning and community design practices that deter crime and promote safety. To help promote public safety specific building elements will be added to the structure including lighting, an entry/exit gate, addressing, and an electronic security system, etc. The project also includes development details as recommended by the Police Department to promote safety. Such as having sidewalks and landscaping to clearly guide the public to and from entrances. Utilizing landscaping, signage, and screenings to define ownership of property. Sustainability Goal 9-G-2 Undertake initiatives to enhance sustainability by reducing the community’s greenhouse gas (GHG) emissions and fostering green development patterns – including buildings, sites, and landscapes. Policy 9-P.1 Enforce the Climate Action Plan as the city’s strategy to reduce greenhouse gas emissions. To comply with the city’s Climate Action Plan (CAP) a Greenhouse Gas Analysis was conducted for the self-storage facility. The analysis determined the proposed facility would produce approximately 352 MTCO2E annually. The projected emissions are less than the 900 MTCO2E screening criterion. By emitting less than 900 MTCO2E the project is consistent with the Climate Action Plan. B. Industrial (M) Zone (CMC Chapter 21.32) with the Qualified Development Overlay (Q) Zone (CMC Chapter 21.06) The proposed self-storage facility is subject to the development standards of the Industrial (M) zone (CMC Chapter 21.32). The project is designed to be consistent with the Industrial (M) zone, in that the proposed use is substantially similar to the intent and purpose of the industrial zone. Table 3 demonstrates the project’s consistency with the required development standards for the Industrial (M) zone. Other standards required by the Scenic Preservation Overlay are discussed in a subsequent section of this report. TABLE 3 – INDUSTRIAL ZONE DEVELOPMENT STANDARDS Standard Provided Building Height 35 feet maximum 35 feet maximum height Employee Eating Area 300 square feet of outdoor eating facilities per each 5,000 square feet of building area. N/A – the office area is less than 5,000 square feet. Lot Coverage Maximum 50% of lot area Overall lot coverage is 43%. CUP 2017-0004/SUP 2017-0001 (DEV2017-0088) – WEST COAST SELF STORAGE October 18, 2017 Page 6 The project is also within the Qualified Development Overlay (Q) zone, which is intended to promote attractive and harmonious development relative to the surrounding buildings and uses, as well as the environmental setting in which the project is located. Because the use requires a CUP, the CUP and associated findings take precedence and replace the Site Development Plan findings typically required for the Q Overlay. C. Conditional Use Permit Regulations (CMC Chapter 21.42) The proposed self-storage facility is considered a conditionally permitted use in the Industrial (M) zone pursuant to CMC Section 21.32.010 Table A. The use requires Planning Commission approval of a Conditional Use Permit subject to the provisions of CMC Chapter 21.42. The four findings for approving a Conditional Use Permit for the construction and operation of a self-storage facility in the Industrial zone can be made pursuant to CMC Section 21.42.030, as discussed below: 1. That the requested use is necessary or desirable for the development of the community, and is in harmony with the various elements and objectives of the General Plan in that the proposed self- storage facility will serve the adjacent industrial uses and local residents and draw customers from throughout the city, and provide a necessary service. The project will result in development of a currently vacant lot. The facility is in harmony with the General Plan by providing desired storage space for the office and business uses in the industrial area, and the proposed use has been designed to be compatible with the surrounding uses. 2. That the requested use is not detrimental to existing uses or to uses specifically permitted in the zone in which the proposed use is to be located in that the proposed use is complementary to the existing and future industrial uses within the immediate vicinity that are located in a centralized area. Also, the location is appropriate for the use because the building is architecturally compatible with existing buildings in the Industrial (M) zone along El Camino Real. Lastly, ingress and egress to the site is safe by providing access off of a private road from Cougar Drive. 3. That the site for the proposed conditional use is adequate in size and shape to accommodate the yards, setbacks, walls, fences, parking, loading facilities, buffer areas, landscaping and other development features prescribed in this code and required by the City Planner, planning commission or city council, in order to integrate the use with other uses in the neighborhood in that the 1.5-acre site is adequate in size and shape to accommodate a self-storage facility. The site does not have any constraints that would impede development or require significant site alterations. The self-storage facility satisfies all applicable requirements, including but not limited to, setback; security fences with keypad entry; landscaping in the setbacks; and spandrel glass accents, reflective glass window treatments and varying building elevations to give the building architectural interest. Lastly, the design of the facility is compatible with the adjacent industrial buildings. 4. That the street system serving the proposed use is adequate to properly handle all traffic generated by the proposed use in that the project site will be accessed off of Cougar Drive, which serves the vicinity’s industrial complex, and that can accommodate the 168 ADT expected to be generated by the proposed self-storage use. The project is not anticipated to impact the existing levels of service on El Camino Real and Cougar Drive. CUP 2017-0004/SUP 2017-0001 (DEV2017-0088) – WEST COAST SELF STORAGE October 18, 2017 Page 7 D. Scenic Preservation Overlay Zone regulations (CMC Chapter 21.40 and the El Camino Real Corridor Development Standards) Special Use Permits are required for development of sites located within a Scenic Preservation or Floodplain Overlay zone. Proposed development projects along El Camino Real and within up to 500 feet from the roadway are subject to the El Camino Real Corridor Development Standards and the Scenic Preservation Overlay (CMC Chapter 21.40). The intent of these standards is to maintain and enhance the appearance of the El Camino Real roadway area by setting standards for setbacks, grading, building height, design and signs, etc. In addition, the standards intend to emphasize and retain the natural topography adjacent to El Camino Real. Minimal cut or fill will be allowed for development so that it does not detract from the existing identified characteristics. Grading will not be allowed to create more “visible” development along the roadway. The proposed project is in Area 4 (College Avenue intersection to Sunfresh Rose Company) of the El Camino Real Corridor, where research facilities, business parks and the airport dominate this central portion of the city. The one common characteristic that melds the various components of this corridor is a “campus” look. The proposed project is consistent with the standards of Area 4 and intent of those standards with regard to aesthetic considerations. Each of the requirements and responses to the requirements is addressed in Table 4 below. TABLE 4 – EL CAMINO REAL CORRIDOR STANDARDS COMPLIANCE AREA 4 STANDARD REQUIRED/ALLOWED PROVIDED Design Theme Campus type The self-storage facility is architecturally integrated with the surrounding industrial campus theme: stucco, concrete walls, metal awnings and spandrel glass panels form a simulated office window appearance, varying building elevations. Sidewalks As determined by staff Sidewalks along El Camino Real as well as Cougar Drive currently exist and will remain on the perimeter of the project site. Signs Free standing monument, not to exceed 5’ above street grade and 24 square feet in area. Upon submittal, the sign permit shall be compliant with the Corridor Standards. Max. Building Height 35' from pad grade 30 building height and 35’ parapets Max. Grading Change 15' from existing grade 14' from existing grade Min. Setback 30' (assumes at-grade structures) 30’ setback Roof Equipment No roof equipment can be visible from adjacent streets. Roof equipment shall be screened from view by the building’s parapet that is 35’ in height. E. Parking Ordinance (CMC Chapter 21.44) Self-storage facilities do not have an established parking requirement in the city’s Municipal Code. However, there are several self-storage facilities within the city with a comparable ratio of parking spaces to building square footage and none have any issues with onsite parking and loading spaces. A parking study was conducted as part of the review process to determine an adequate number of parking spaces CUP 2017-0004/SUP 2017-0001 (DEV2017-0088) – WEST COAST SELF STORAGE October 18, 2017 Page 8 for this type of use. By applying the Institute of Transpiration Engineers (ITE) parking generation calculation peak parking demand, a self-storage facility demands 0.06 vehicles per 1,000 SF, meaning this project would require six parking spaces. This proposed project exceeds this requirement by providing 12 parking spaces (10 standard, one disabled, and one van accessible). F. McClellan-Palomar Airport Land Use Compatibility Plan (ALUCP) The project site is located within the Airport Influence Area (AIA) Review Area 1 of the McClellan-Palomar Airport Land Use Plan (ALUCP), requiring the project to be consistent with four criteria contained in the ALUCP Section 2.4.2. Each criterion involves specific standards to avoid potentially harmful development within the AIA. The project is consistent with the noise criterion because it is outside the 60dB CNEL range. It is located in safety zone 6 and is a compatible use within the zone. The Federal Aviation Administration determined the project to be of no hazard to airspace. The project is not required to provide an overflight notification because the use is industrial and not residential. G. Growth Management Ordinance (CMC Chapter 21.90) and Local Facilities Management Plan Zone 5 The proposed project is located within Local Facilities Management Zone 5 in the Northeast quadrant of the city. The impacts on public facilities created by the project, and its compliance with the adopted performance standards, are summarized in Table 5 below. TABLE 5 – GROWTH MANAGEMENT COMPLIANCE STANDARD IMPACTS COMPLIANCE City Administration N/A Yes Library N/A Yes Waste Water Treatment 3 EDU Yes Parks N/A Yes Drainage 9.53 CFS Yes Circulation 168 ADT Yes Fire Station No. 5 Yes Open Space N/A Yes Schools N/A Yes Sewer Collection System 0.44 EDU Yes Water 145 GPD Yes IV. ENVIRONMENTAL REVIEW The City Planner has determined that this project is exempt from the requirements of the California Environmental Quality Act (CEQA) per Section 15332, in-fill development, of the State CEQA Guidelines and will not have any adverse significant impact on the environment. A Notice of Exemption shall be filed with the County Clerk upon approval of this project. ATTACHMENTS: 1. Planning Commission Resolution No. 7270 2. Location Map 3. Disclosure Statement 4. Reduced Exhibits 5. Exhibits “A” – “R” dated October 18, 2017 SALKAVPAL M E R W Y EL C A MIN O R E A L C O U G A R DRFOXTAIL L O O P PRIVA T E D Y CUP 2017-0004 / SUP 2017-0001 West Coast Self Storage Facility SITE MAP SITE E L C AMINO RE ALLA COSTA AV A L G A R DCARLSBAD B L ATTACHMENT 2 ATTACHMENT 3 C O U G A R D R I V ELSLSLSLSE L C A M I N O R E A L FIRE TRUCKTURN RADIUSFIRE TRUCKHAMMER HEAD(N) SECURITY FENCEPROPERTY LINE - 178'PROPERTY LINE - 294'100' PROPERTY LINE - 1 7 4 ' PROPERTY LINE - 136' 61' 73'73'43'(E) BUILDINGADJACENT LOT36'-0"UTILITY EASEMENT40'-0"ROAD EASEMENT 132'-0"222'-0"UNEXCAVATEDFIRERISER RMBREAKROOMELEC.ROOMOFFICELOBBY 110x2010x2010x1010x1010x1010x1010x510x510x510x510x510x510x55x1010x2010x1010x1010x1010x1010x2010x1010x1010x1010x1010x2010x1010x1010x1010x1010x2010x1010x1010x1010x105x55x55x55x55x510x510x510x510x55x1010x55x5132'-0"LSLS131'-0"10x1010x10LOBBY 2MECHROOMUP STAIR 10x2510x2010x2010x2010x2010x2010x2010x55x510x2510x2510X1510x510x1010x1010x1010X1510x2510x25FIRST LEVELGROUND LEVEL430'-0"REQ'D LS SETBACK20'-0"FIRE AC C E S S R28 ' - 0 "R48'-0"R28'-0"WROUGHT IRON SWINGGATE WITH KEYPADENTRY AND KEYSWITCHOVERRIDE PER FIRE DEPT.REQUIREMENTS - GATETO HAVE 24' WIDTH(MIN.) CLEARANCE FORFIRE DEPARTMENTTRASH ANDRECYCLINGENCLOSURE9'-0"34'-5"PROPOSED BLDG SETBACK 24'-0"DRIVE AISLE0" CURBFACE SEECIVILRETAINING WALLSEE CIVILRETAINING WALLSEE CIVILB B C 50'-6"PROPOSED BLDG SETBACK 24'-0"DRIVE A I S L E 24'-0"CLEARACCESSESMNTS20'-0"FIRE AC C E S S 53NO PARKING9'-0"TYP.20'-0"TYP. 8'-6"TYP.20'-0"TYP.6'-0"6'-8"BIO-RETENTIONBASINBIOBASIN(E) FUEL LINETO BE REMOVEDAND CAPPEDC 20'-0"FIRE ACCESS9'-0" TYP.KEYPADKEYPADAASIGHT DISTANCE CORRIDOR LS(N) COLUMNS FORCANOPY - TYP.(N) CANOPYOVERHANG33'-6"PROPOSED BLDG SETBACK95'-0"PROPOS E D B L D G S E T B A C K 9'-0" TYP.20'-0"TYP.72'-11"PROPOSED BLDG SETBACKLSLSLS5'-0"(N) SECURITY FENCELSLSADA PATHOF TRAVEL10'-0"23 ORCHARD ROAD, SUITE 200LAKE FOREST, CA 92630T 949.380 .3970 F 949.380 .377 1 S T U D I Oarchitecture + engineeringWEST COASTSELF STORAGECONCEPTUAL SITE PLANKSP PROJECT NO. 20374020'10'40'5'scale: 1" = 20'-0"PROPOSED BUILDING3 STORIES83,672 S.F.EL CAMINO &COUGAR DRIVE | CARLSBAD CAPROJECTNORTH08.16.17C.U.P - 2017-0004S.U.P - 2017-0001 12345678910111213CDEFGHJKLAB12345678910111213CDEFGHJKLABMMNNOO1414151516161717181819192020232321212222132'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"11'-0"217'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"132'-0"202'-0"10'-0"10'-0"6'-0"10'-0"10'-0"10'-0"11'-0"10'-0"10'-0"10'-0"11'-0"10'-0"10'-0"UNEXCAVATEDFIRERISER RMBREAKROOMELEC.ROOMOFFICELOBBY 1131'-0"10x2010x2010x1010x1010x1010x1010x1010x1010x1010x510x510x510x510x510x510x510x55x1010'-0"10'-0"30'-0"20'-0"40'-0"42'-0"217'-0"5'-0"5'-0"5'-0"10x2010x2010x1010x1010x1010x1010x1010x2010x2010x1010x1010x1010x1010x1010x2010x2010x1010x1010x1010x1010x1010x2010x2010x1010x1010x1010x1010x105x55x55x55x55x55x510x510x510x510x510x55x510x55x1010x55x523 ORCHARD ROAD, SUITE 200LAKE FOREST, CA 92630T 949.380 .3970 F 949.380 .377 1 S T U D I Oarchitecture + engineeringWEST COASTSELF STORAGE012'6'24'3'scale: 3/32" = 1'-0"CONCEPTUAL GROUND LEVEL PLANKSP PROJECT NO. 20374PROJECTNORTHEL CAMINO &COUGAR DRIVE | CARLSBAD CAGROUND LEVEL - 9,674 S.F.08.03.17C.U.P - 2017-0004S.U.P - 2017-000108.08.17 12345678910111213CDEFGHJKLAB12345678910111213CDEFGHJKLABMMNNOO1414151516161717181819192020232321212222217'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"132'-0"AREA OFREFUGE10x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x10STAIR132'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"11'-0"202'-0"10'-0"10'-0"10'-0"10'-0"11'-0"30'-0"20'-0"40'-0"42'-0"217'-0"5'-0"5'-0"5'-0"10'-0"LOBBY 2MECHROOMUP STAIR WALL BELOW10x2010x2010x2010x2010x2010x2010x2010x2010x2010x2010x2010x2010x2010x2010x2010x2010x2010x2010x2010x2010x2010x2010x2010x2010x2010x2010x2010x2010x2010x2010x2010x2010x2010x2010x2010x2010x2010x2010x2510x2010x2010x2010x2010x2010x2010x2010x2010x2010x2010x2010x2010x2010x2010x510x55X1010x510x510x510x510x55x1010x510x510x510x510x510x510x2010x205x510x510x2510x2510X1510x55x55x510x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x55x55x510x55X105x1010x1010x1010x1010x3010x3010x3010x30UP10X1511'-0"6'-0"10x2510x2510x510x510x2010x2010x2010x2010'-0"10x2010x205x105x105x105x105x105x105x1010x105x1010x510x510x2010x2010x2010x2010x510x55X105X1010x510x55x510x55x523 ORCHARD ROAD, SUITE 200LAKE FOREST, CA 92630T 949.380 .3970 F 949.380 .377 1 S T U D I Oarchitecture + engineeringWEST COASTSELF STORAGE012'6'24'3'scale: 3/32" = 1'-0"CONCEPTUAL FIRST LEVEL PLANKSP PROJECT NO. 20374PROJECTNORTHEL CAMINO &COUGAR DRIVE | CARLSBAD CAFIRST LEVEL - 27,790 S.F.08.03.17C.U.P - 2017-0004S.U.P - 2017-000108.08.17 12345678910111213CDEFGHJKLAB12345678910111213CDEFGHJKLABMMNNOO1414151516161717181819192020232321212222UPSTAIRDNSTAIRUPDN10x1010x1010x1010x1010x1010X1510x1010X1510x1010X1510x1010X1510x1010X1510x1010X1510x1010X1510x1010x1010x1010x1010x1010x1010x1010x1010X1510X1510X1510X1510X1510x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010X510X55x55x55x510x1010X1510X1510X1510X1510X1510X1510X1510X1510X1510X1510X1510X1510X1510X1510X1510X1510X1510X1510X1510X1510X1510X1510X1510X1510X1510X1510X1510X1510X1510X155x55x55x55x55x55x55x55x55x55x55x55x55x55x55x55x55x55x55x55x55x55x55x510x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.55x55x55x55x55x55x55x55x55x55x55x55x55x55x55x55x55x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x1010X1510X1510X1510X1510X1510x510x510x510x510x55x55x105x55x105x510x7.510x7.510x510x5217'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"132'-0" 132'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"11'-0"202'-0"10'-0"10'-0"10'-0"10'-0"11'-0"30'-0"20'-0"40'-0"42'-0"217'-0"5'-0"5'-0"5'-0"10'-0"10'-0"11'-0"6'-0"5x1010X1510X155x55x105x55x105x55x1010x7.510x7.55x1010x7.510x7.510x1010x1010x1010x1010X1510X1510x510x510x510x510x510x55x105x105x105x105x55x55x55x55x55x55x55x55x55x55x55x55x510x7.510x7.55x55x523 ORCHARD ROAD, SUITE 200LAKE FOREST, CA 92630T 949.380 .3970 F 949.380 .377 1 S T U D I Oarchitecture + engineeringWEST COASTSELF STORAGE012'6'24'3'scale: 3/32" = 1'-0"CONCEPTUAL SECOND LEVEL PLANKSP PROJECT NO. 20374PROJECTNORTHEL CAMINO &COUGAR DRIVE | CARLSBAD CASECOND LEVEL - 27,790 S.F.08.03.17C.U.P - 2017-0004S.U.P - 2017-000108.08.17 12345678910111213CDEFGHJKLAB12345678910111213CDEFGHJKLABMMNNOO1414151516161717181819192020232321212222STAIRDNRIDGESTAIRDN 10x1010x1010x1010x1010x1010x1010x1010x1010x105x1010x105x510x1010x1010x1010x1010x1010x1010x105x55x55x55x510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.55x510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.55x510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.55x510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.55x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x55x55x55x55x55x55x55x55x55x55x55x510x55x105x105x10217'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"132'-0" 132'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"11'-0"202'-0"10'-0"10'-0"10'-0"10'-0"11'-0"30'-0"20'-0"40'-0"42'-0"217'-0"5'-0"5'-0"5'-0"10'-0"10'-0"11'-0"6'-0"10x1010x105x105x105x105x105x105x105x105x1010x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x510x510x510x55x105x105x105x1023 ORCHARD ROAD, SUITE 200LAKE FOREST, CA 92630T 949.380 .3970 F 949.380 .377 1 S T U D I Oarchitecture + engineeringWEST COASTSELF STORAGE012'6'24'3'scale: 3/32" = 1'-0"CONCEPTUAL THIRD LEVEL PLANKSP PROJECT NO. 20374PROJECTNORTHEL CAMINO &COUGAR DRIVE | CARLSBAD CATHIRD LEVEL - 18,418 S.F.LOWER LEVEL ROOF08.03.17C.U.P - 2017-0004S.U.P - 2017-000108.08.17 12345678910111213CDEFGHJKLAB12345678910111213CDEFGHJKLABMMNNOO1414151516161717181819192020232321212222RIDGE1/4" SLOPE PERFOOT MIN.ROOF ACCESS HATCH35'-0"T.O. PARAPET35'-0"T.O. PARAPET35'-0"T.O. PARAPET35'-0"T.O. PARAPETMECHANICAL UNITS,TYP1/4" SLOPE PERFOOT MIN. 1/4" SLOPE PERFOOT MIN.1/4" SLOPE PERFOOT MIN.RIDGERIDGEROOF SCREEN, TYPLOWER ROOFACCESS LADDER35'-0"T.O. PARAPET35'-0"T.O. PARAPET217'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"132'-0" 132'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"11'-0"202'-0"10'-0"10'-0"10'-0"10'-0"11'-0"30'-0"20'-0"40'-0"42'-0"217'-0"5'-0"5'-0"5'-0"10'-0"10'-0"11'-0"6'-0"23 ORCHARD ROAD, SUITE 200LAKE FOREST, CA 92630T 949.380 .3970 F 949.380 .377 1 S T U D I Oarchitecture + engineeringWEST COASTSELF STORAGE012'6'24'3'scale: 3/32" = 1'-0"CONCEPTUAL ROOF PLANKSP PROJECT NO. 20374PROJECTNORTHEL CAMINO &COUGAR DRIVE | CARLSBAD CAHIGH ROOFLOW ROOFNOTE: ALL ROOF EQUIPMENTWILL BE LOCATED ORSCREENED TO ELIMINATE ANYVIEW FROM EL CAMINO REAL.08.02.17C.U.P - 2017-0004S.U.P - 2017-000108.08.17 PLPLGAS(E)DWYTHIRD LEVELEL CAMINO REAL 131'-0"SECTION AA240'250'260'270'280'290'300'AMSL240'250'260'270'280'290'300'AMSL0'-0"F.F.10'-0"F.F.20'-0"30'-0"T.O.D.35'-0" T.O.P.0'-0"F.F.10'-0"20'-0"30'-0"T.O.D.35'-0" T.O.PF.F.F.F.F.F.FF = 252.0FF = 262.0FF = 272.0FF = 282.0SECOND LEVELFIRST LEVELGROUND LEVEL261.5 F.P.FF = 262.0FF = 272.0SECOND LEVELFIRST LEVEL251.5 F.P.35'-0" 35'-0"240'250'260'270'280'290'300'AMSL240'250'260'270'280'290'300'AMSLPLCOUGARDRIVE PLSECTION BBUTILITY ESMNT ROAD ESMNT 0'-0"F.F.10'-0"20'-0"30'-0"T.O.D.35'-0" T.O.P.0'-0"F.F.10'-0"F.F.20'-0"F.F.30'-0"T.O.D.32'-4 1/2"RIDGE HT.FROM PADF.F.F.F.THIRD LEVELFF = 262.0FF = 272.0FF = 282.0SECOND LEVELFIRST LEVEL261.5 F.P.261.5 F.P.35'-0"35'-0" T.O.P.240'250'260'270'280'290'300'AMSL240'250'260'270'280'290'300'AMSLSECTION CCUTILITY ESMNT ROAD ESMNT 0'-0"F.F.10'-0"20'-0"30'-0"T.O.D.0'-0"F.F.10'-0"20'-0"30'-0"T.O.D.COUGARDRIVE RIDGE HT.FROM PADF.F.F.F.F.F.F.F.FF = 262.0FF = 272.0SECOND LEVELFIRST LEVELFF = 252.0GROUND LEVEL251.5 F.P.251.5 F.P.32'-4 1/2"35'-0"35'-0" T.O.P.35'-0" T.O.P.23 ORCHARD ROAD, SUITE 200LAKE FOREST, CA 92630T 949.380 .3970 F 949.380 .377 1 S T U D I Oarchitecture + engineeringWEST COASTSELF STORAGECONCEPTUAL SITE SECTIONSKSP PROJECT NO. 20374C.U.P/ S.U.P 06.19.17020'10'40'5'scale: 1" = 20'-0"EL CAMINO &COUGAR DRIVE | CARLSBAD CAC.U.P - 2017-0004S.U.P - 2017-0001C.U.P/ S.U.P 06.19.1708.08.17 08.03.17 N.T.S.CONCEPTUAL ELEVATIONS C.U.P. - 2017-0004 S.U.P. - 2017-0001 EL CAMINO & COUGAR DR | CARLSBAD CA NORTH ELEVATION WEST ELEVATION SOUTH ELEVATION EAST ELEVATION EXTERIOR LIGHTS DRIVE-UP UNITS METAL CANOPY EXTERIOR LIGHT STOREFRONT STUCCO OVER CMU CMU SPANDREL METAL AWNING STOREFRONT STUCCO OVER CMU CMU SPANDREL CONCRETE STUCCO CMU STUCCO OVER CMU EXTERIOR LIGHTS EXTERIOR LIGHTS EXTERIOR LIGHTS STUCCO CMU DRIVE-UP UNITS ± 20’-0” ± 10’-0” ± 30’-0” ± 30’-0” ± 20’-0” ± 10’-0” ± 35’-0” ± 36’-0”± 35’-0” ± 30’-0” ± 20’-0” ± 30’-0” ± 35’-0” ± 35’-0” ± 36’-0” ± 10’-0” ± 30’-0”± 30’-0” ± 20’-0” ± 10’-0” ± 35’-0”± 36’-0” ± 20’-0” ± 10’-0” ± 30’-0” ± 35’-0”± 35’-0” WALL BEYOND F.F. F.F. T.O.D. T.O.D. F.F. F.F. T.O.D. F.F. F.F. T.O.D.F.F. F.F. T.O.D. F.F. F.F. T.O.D. T.O.D. 35’-0 F.P. TO T.O.P 35’-0 F.P. TO T.O.P 35’-0 F.P. TO T.O.P 35’-0 F.P. TO T.O.P 35’-0 F.P. TO T.O.P 35’-0 F.P. TO T.O.P 35’-0 F.P. TO T.O.P 35’-0 F.P. TO T.O.P 35’-0 F.P. TO T.O.P 15’ -0” CLEAR 08.03.1708.08.17 270 2 8 5 28027527027027527026526025525024524 5 25 0 255250245240240245270 27026526026027527026 5 265 2 6 5 265265260255265260255255 2 6 0 2602 7 0 2 6 5 2 6 02752702 6 5265 265 250250 24 536'EL CAMINO REALCOUGAR DR PALMER WYAPPROVEDTHIS IS THE APPROVED TENTATIVE MAP/SITE PLAN FORPROJECT NO. PER CONDITION NO. OFPlanning Division DatePLANNING COMMISSION RESOLUTION NO.CONSISTENCY DETERMINATION EXHIBIT FOR PROJECT NO.DATE:Don Neu, City PlannerRecommended By:DATE:EXPIRES 6/30/18WAL T ERH.BROWNREGISTER E D PROFESSIONALENGINEERSTATEOFCALI F O R NIAVILIC C 36191 SUP 2017- 0001Engineering Division Date SHEET OF 5 SHEETS CUP 2017 - 0004NOT FOR CONSTRUCT ION PROJECT SITEDSWSSDWMWSSDD257.60 TC6" CF2%SSD 1S:\Howes Weiler & Associates\Clients\West Coast Self-Storage\ENGINEERING\TM\3RD SUBMITAL\DWG\CV-DT3.dwg, Cover, 9/14/2017 11:45:41 AM 3/416.00'12.00'3.00'1.50'7.00'7.00'1.95'PROVIDE SAFETY RAILING AT ALL LOCATIONSWHERE THE TOP OF WALL IS MORE THAN 24"ABOVE ADJACENT PARKING SURFACESDRS D-75 TYPE BMIRIFI 5XT FABRIC12" TOP SOIL PER SEC. 800-1.1.2 SSPWC (TYP.)SLOPE OUTWARD AT 2%, TYPICAL FOR ALL TERRACESUNDISTURBED NATIVE SOILLIMIT OF EXCAVATIONPLPERMISSION TOGRADE PER LETTERDATED SEPT. 8, 2017KEYSTONE 8" X 18" STANDARD12" HIGH CEMENT MORTAR FILLET AT EACH POST14" Ø 1X19 CONSTRUCTION TYPE 316 STAINLESSSTEELCABLE WITH CLEAR PVC COATING2" PIPE CAP, GALVANIZED, 8' O.C.BALL END TURNBUCKLE, 316 STAINLESS STEEL BYFEENEY ARCHITECTURAL PRODUCTS, OAKLAND, CA-2%4" Ø NON PERFORATED SDR 35 PVCDRAINAGE PIPE RISERS 40' O.C.4" Ø NON PERFORATED SDR 35 PVC DRAINAGEPIPE, 2% MIN.SLOPE TO BIOFILTRATION AREA4"Ø PERFORATED PVC DRAINAGE PIPE WRAPPED IN 200WS WOAVEN GEOSYNTHETISPER SEC. 213 SSPWC & INSTALLED PER SEC. 300-10 SSPWC WITH 1.0 CF/LF OF 34"CRUSHED ROCK PER SEC. 200-1.2 SSPWC SURROUNDING PIPE AS SHOWN4"Ø PERFORATED PVC DRAINAGE PIPE INSTALLED PERSEC. 300-10 SSPWC WITH 1.0 CF/LF 34" CRUSHED ROCKPER SEC. 200-1.2 SSPWC SURROUNDING PIPE AS SHOWNFILL CAVITIES OF KEYSTONE WALL BLOCKS WHERE POSTS ARE LOCATED WITH 560-D-3250 PCC TO BOTTOM OF POSTREINFORCED BACKFILL CONFORMING TO SECTION 2.06 OFKEYSTONE SPECIFICATIONS COMPACTED IN LESS THAN6" THICK LAYERS TO 95% RELATIVE DENSITY PER ASTMD-1557-12 METHOD 'A'. ON-SITE SOIL MUST BE TESTED TOCONFIRM THAT IT MEET THE REQUIREMENTS OFKEYSTONE FOR REINFORCED BACKFILL6.06'1" CRUSHED ROCK PERSSPWC SEC. 200-1.2MSE WALL CROSS-SECTION NO SCALEFINISH SURFACEEXISTING SURFACE7.3'30"COARSE CRUSHED MISCELLANEOUS BASEPER 200-2.4.1 SSPWC. DEPTH (11")VARIES18-INCH PCC CATCH BASIN BY BROOKS2 TO 3-INCHES OF HARDWOOD MULCHDEEP ROOTED, DENSE, DROUGHTTOLERANT PLANTING SUITABLEFOR WELL DRAINED SOIL6-INCHES 4-INCHES THICK 34" CRUSHED ROCK PER 200-1.2 SSPWC19-INCHES MINIMUM THICKASTM NO. 2 STONE SEE TABLE 'A' FOR GRADATION2-INCHES COARSE SCREENINGS PER 200-1.2.2.2 SSPWCIMPERVIOUS LINER200WS WOVEN GEOSYNTHETIC PER 213 SSPWC & INSTALLED PER SEC. 300-10 SSPWCNATIVE SOIL7-INCHES THICK 38" CRUSHED ROCK PER 200-1.2 SSPWC24-INCHES "BIO-RETENTION ENGINEERED SOIL", SANDY LOAM MIX WITHNO MORE THAN 5% CLAY CONTENT. CONTAINING 50% TO 60% MORTARSAND (PER 200-1.5.3 SSPWC), 20% TO 30% TYPE 1 MULCH (PER 800-1.2.5SSPWC) & 20% TO 30% CLASS 'A' TOPSOIL (PER 800-1.1.2 SSPWC)6" 4" 2"41"BIO-RETENTION DETAIL NO SCALE3:13" ASPHALT PAVEMENT60"3:15'2:12'FENCE6" DIA. PERFORATED PVC PIPER/WR/W2%2%2%2%R/WR/W2%2%2%R/W = 126'℄63'63'44'10'44'1.00'18' MEDIANEXIST. STREET SECTION AT EL CAMINO REAL SCALE = NTS36'10'12'26'5'5'℄EXISTING COUGAR DRIVE SCALE = NTS2: 1 2 :12:172WESTEAST24'2:12 :1SOUTHNORTHAPPROVEDTHIS IS THE APPROVED TENTATIVE MAP/SITE PLAN FORPROJECT NO. PER CONDITION NO. OFPlanning Division DatePLANNING COMMISSION RESOLUTION NO.CONSISTENCY DETERMINATION EXHIBIT FOR PROJECT NO.DATE:Don Neu, City PlannerRecommended By:DATE:EXPIRES 6/30/18WAL T ERH.BROWNREGISTER E D PROFESSIONALENGINEERSTATEOFCALI F O R NIAVILIC C 36191 SUP 2017- 0001Engineering Division Date SHEET OF 5 SHEETS CUP 2017 - 0004NOT FOR CONSTRUCT ION 20SCALE: 1" = 60'306060120S:\Howes Weiler & Associates\Clients\West Coast Self-Storage\ENGINEERING\TM\3RD SUBMITAL\DWG\CV-DT3.dwg, Details, 9/14/2017 11:46:42 AM EX. SIDEWALKEX. CURB & GUTTEREX. CURBEX. CURBCLCL CLEX. SIDEWALKEX. CURB & GUTTEREX. SIDEWALK EX . C U R B & G U T T E Rsssss sssss V V V V V V V V V V V V V V V V V V V V V V V V V589246.42590242.12591254.94592278.95594259.24XXXXXXXXXXXXXXXXXXXXXXXXXXX◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊XXXXXX X ◊◊◊◊◊ 275 270 265 260275270285285280275270270 27527026526025525024524 5 25 0 25525024524024023523024 0 2 3 5 23 0 22 5 24 0 2 4 0240245270270265260260280 28027 5270 26 5 265 265 265265260255265260255255 2 6 0 2602 7 0 2 6 5 26 02752702 6 5265 265 25025 0 24 5282.4278.1279.2275.4275.4271.4272.4267.3269.4265.5261.8261.9260.7264.3267.3271.3275.7278.6281.5276.8273.3269.4266.6264.2266.3278.4278.4278.9276.4265.5265.4267.5262.5259.4256.5253.3250.3246.5243.2244.7241.5243.2247.7250.3253.3255.3251.6249.6246.5245.6242.1237.6240.9239.5239.6236.2240.3244.3251.6257.7259.6268.5269.2265.5265.6249.4251.6249.7251.3254.2258.3261.7265.5265.7264.8266.2265.2265.7264.7264.9264.6264.5265.6265.5266.6265.7265.7265.9266.5266.4266.4265.3270.5268.3267.5269.2269.4267.3270.4268.9271.3265.1267.6271.4268.5267.3276.7279.4278.6276.5282.9284.4278.2285.7277.4286.6287.5280.3279.4278.1276.7277.8276.7279.9280.9280.6277.4276.2276.8275.7279.9279.5280.1278.3276.3278.3276.6275.5274.5274.9266.2265.9265.9260.5258.1257.7256.3256.6254.2256.4258.9257.5255.7252.1251.7252.3252.1253.4259.4259.9260.2260.1258.7259.2258.5257.3252.4265.1265.8267.6TreesTreesTreesTreesTreesTreesBrushTreesTreesTreesTreesTreesTreesTreesTreesTreesBrushBrushBrushBrush V V V V V VFH10" DBHSYCAMORE30" DBHEUCALYPTUS12" DBHEUCALYPTUSCURBINLETTELCO12" PVC STUB6" PVC STUBG R A V E L D R I V E ASPHALT DRIVEDIRTDIRTDIRT1 0 '(PVT)DRAINAGE ESMT.FOR BENEFIT OF PARCEL 310'SEWER ESMT.FOR BENEFITOF PARCEL 324' MIN.INGRESS/EGRESS ESMT.FOR THE MUTUAL BENEFITOF PARCELS 1, 2 AND 3SALK AVE63'36'PLPLR/WR/WLOT AREA = 1 .48 ACRES72'DC 4' WIDE SDG&E ESMT.RECORDED 7-7-70 ASFILE NO. 118589 O.R.Δ= 1 5 ° 0 0' 0 0 " R = 3 9 6.0 0' L =10 3.67'N75°35'53"E 718.34 'S64°24'16"E 464.16'EL CAMINO REALCOUGAR DRPALMER WYΔ=98°44'02"R=25.00'L=43.08'Δ=1°40'02"R=1164.00'L=33.87'N58°13'03"E 36.38'S41°34'44"E 173.03'S14°24'07"E 9 9 . 9 3 'N75°35'53"E 293 .52 'Δ=4°11'16"R=1863.00'L=136.17'Δ =3 0°58 '00"R=396.00'L=214.02''Δ=3°56'09"R=664.00'L=45.61'Δ =15°58'00"R=396.00'L=110.35'389.82'35.00'N14°24'07" W 1 3 5 . 0 0 'N72°00'53"E 213 .45 'S64°24'16"E 235.76'S64°24'16"E 228.40'Δ=0°23'47"R=344.00'L=2.38'Δ=84°24'33"R=20.00'L=29.47'L2L3L4S48°07'48"W 155.24'L6 L7L8L9 L10 S33°04'30"E 149.02'N12°57'2 8 " E 6 3 . 1 6 'N72°00'53"E 170 .00 'L11S64°24'16"E 91.60'S39°42'18"E (R)C1S67°20'29"E 125.75'S61°52'20"E 339.52'L5 C2S75°35'53"W 93 .92 'S72°00'53 "W 119 .17 ' C3 Δ=32°56'17"R=100.00'L=57.49'C4N45°09'06"W 99.58'S41°34'44"E 97.64'Δ =22°58 '10" R =405.00'L=162.36'C5N72°00'53 "E 211 .16 ' C 6N21°33'48"W 180.83'S77°47'12"W25.25'N58°13'03"E 103.23'N58°34'36"E 177.44'N21°11'38"W 73.16'S46°25'36"E 60.57'S64°24'16"E 228.40'L14 L15L16L17 L12 S64°24'16"E 235.76'126'36'63'2 2PARCEL 3 OFPM 18059DDDSDSDPWWWWDDEXISTING 1" WATER LINE EXISTING 1" IRRIGATION LINE PARCEL 2 OFPARCEL 1 OFDRAINAGE ESMT. FORBENEFIT OF PARCEL 2DRIVEWAY ACCESSFOR MUTUAL BENEFITOF PARCELS 1 AND 2PM 18059PM 18059LINE TABLE#L2L3L4L5L6L7L8L9L10L11BEARINGN75°35'53"ES22°07'13"EN74°59'32"ES15°54'55"WS16°01'32"WN11°04'31"EN70°51'36"ES33°44'41"WS28°33'22"WS64°24'16"EDISTANCE3.98'1.87'25.00'18.96'16.40'51.47'31.65'30.24'7.67'10.66'CURVE TABLE#C1C2C3C4C5C6Δ85°19'59"43°44'12"76°07'09"4°20'51"66°24'23"39°13'58"RADIUS12.00'45.00'30.00'396.00'40.00'24.00'LENGTH17.87'34.35'39.86'30.05'46.36'16.43'N25°35'44"EL127.00'APPROVEDTHIS IS THE APPROVED TENTATIVE MAP/SITE PLAN FORPROJECT NO. PER CONDITION NO. OFPlanning Division DatePLANNING COMMISSION RESOLUTION NO.CONSISTENCY DETERMINATION EXHIBIT FOR PROJECT NO.DATE:Don Neu, City PlannerRecommended By:DATE:EXPIRES 6/30/18WAL T E RH.BROWNREGISTERE D PROFESSIONALENGINEERSTATEOFCALI F O R NIAVILIC C 36191 SUP 2017- 0001Engineering Division Date SHEET OF 5 SHEETS CUP 2017 - 0004NOT FOR CONSTRUCT ION 0SCALE: 1" = 30'153030603UTILITY EASEMENT AND INCIDENTAL PURPOSES, ITEM 7 OF PTR, RECORDED MAY 22, 1990 AS INSTRUMENT NO. 90-280162.AS ACCEPTED BY VACATION APPROVED BY CITY OF CARLSBAD RESOLUTION NO. 90-133.SLOPE EASEMENT AND INCIDENTAL PURPOSES, ITEM 8 OF PTR, RECORDED NOVEMBER 2, 1990 AS INSTRUMENT NO. 90-597613ROAD EASEMENT AND INCIDENTAL PURPOSES, ITEM 8 OF PTR, RECORDED NOVEMBER 2 , 1990 AS INSTRUMENT NO. 90-597613SIGHT DISTANCE CORRIDOR, PER PM 18059, FILED 2, JULY, 1998 FILE NUMBER 1998-411766 (MS 96-11)EXISTING EASEMENTSSTREET AND PUBLIC UTILITY EASEMENT, PER PM 18059, FILED 2, JULY, 1998 FILE NUMBER 1998-411766 (MS 96-11) ITEM 4 OF PTR: AN EASEMENT FOR ROADWAY, POLE LINE AND PIPE LINES AND INCIDENTALPURPOSES RECORDED JULY 29, 1936 AS BOOK 541, PAGE 244 O.R.EXISTING EASEMENTS THAT CANNOT BEDETERMINED FROM RECORD INFORMATION ITEM 5 OF PTR: AN EASEMENT FOR INGRESS AND EGRESS AND INCIDENTAL PURPOSES,RECORDED DECEMBRE 20,1963 AS INSTRUMENT NO. 228165 O.R. ITEM 6 OF PTR: AN EASEMENT FOR ACCESS RIGHTS TO THE COUNTY ROAD KNOWN AS ELCAMINO REAL AND INCIDENTAL PURPOSES RECORDED JUNE 28, 1972 ASINSTRUMENT NO. 166371 O.R. ITEM 12 OF PTR: AN EASEMENT FOR UTILITY FACILITIES AND INCIDENTAL PURPOSES. RECORDEDFEBRUARY 18, 1988 AS INSTRUMENT NO. 1988-0082427 O.R. ITEM 14 OF PTR: COVENANT FOR EASEMENT PROVIDES FORACCESS, SEWER, WATER AND STORM DRAINSOVER AND ACROSS PARCEL 1 OF PM 18059FOR BENEFIT OF PARCEL 2 AND 3 PER DOC.NO. 1998-0411767BLANKET EASEMENTS NOT SHOWN ITEM 15 OF PTR: COVENANT FOR EASEMENT PROVIDES FORACCESS, SEWER, WATER AND STORM DRAINSOVER AND ACROSS PARCEL 2 OF PM 18059FOR BENEFIT OF PARCEL 1 AND 3 PER DOC.NO. 1998-0411769LEGENDABUTTER RIGHTS OF INGRESS AND EGRESS RELINQUISHEDPER PM 18059 ITEM 16 OF PTRDRIVEWAY EASEMENT INGRESS, EGRESS AND INCIDENTAL PURPOSES, ITEM 17 (1998-0436385) AND 18 (1988-0646345) OF PTR ITEM 19 OF PTR: AN EASEMENT FOR PUBLIC UTILITIES, INGRESS AND EGRESS AND INCIDENTALPURPOSES. RECORDED NOVEMBER 18, 1998 AS INSTRUMENT NO. 1988-0749212 ITEM 20 OF PTR: AN EASEMENT FOR UTILITIES AND INCIDENTAL PURPOSES. RECORDED MAY 2,2002 AS INSTRUMENT NO. 2002-375092DECLARATIONS OF RESTRICTIONS, RECORDED JULY 14, 1998. DOCUMENT NO. 1998-0436385, ITEM 17 OF PTRS:\Howes Weiler & Associates\Clients\West Coast Self-Storage\ENGINEERING\TM\3RD SUBMITAL\DWG\TP3.dwg, Topo, 8/1/2017 4:11:46 PM 278.2267.32 6 7 . 8 TW 26 1 . 8 BW WHEELSTOP4' WIDE SDG&E ESMT.RECORDED 7-7-70 ASFILE NO. 118589 O.R.OFF ICE GROUND LEVEL FF 252.0L E V E L 1 F F 2 6 2 . 0 FINISH PAD 251.56'CATCH BAS INTYPE "F"DRAINAGE DITCH D-75 TYPE "B"CURB AND GUTTERG-2 TYPE "G" 282 EXIST. ELECTR IC BOX LOBBY LEVE L 1 LEVE L 1 9' X 2 0 ' T Y P . LEVEL 1 FF 262. 0 TRUNCATEDDOMES275 270 265 260265265275270 2 8 5 280275270270275270 26526025525024524 5 25 0 25525024524024023523024 0 2 3 5230225 24 0 2 4 0240245270270265260260 28027 5270 26 5 265 2 6 5 265265260255265260255255 2 6 0 2602 7 0 2 6 5 2 6 02752702 6 5265 265 25025 0 24 5279.2275.4275.4271.4272.4267.3269.4265.5261.8261.9257.8260.7264.3267.3271.3275.7278.6273.3269.4266.6264.2265.8266.3264.5259.6278.4278.4265.5265.4267.5262.5259.4256.5253.3250.3246.5243.2244.7241.5243.2247.7250.3253.3255.3251.6249.6246.5245.6242.1237.6240.9239.5239.6236.2240.3244.3251.6257.7259.6268.5269.2265.5265.6249.4251.6249.7251.3254.2258.3261.7265.5265.7264.8266.2265.2265.7264.7264.9264.6264.5265.6265.5266.6265.7265.7265.9266.5266.4266.4265.3270.5268.3267.5269.2269.4270.4268.9271.3265.1267.6271.4268.5267.3276.7279.4278.6276.5282.9284.4285.7277.4286.6279.4278.1276.7277.8276.7279.9277.4276.2276.8275.7279.9279.5280.1278.3276.3278.3276.6275.5274.5274.9266.2265.9265.9260.5258.1257.7256.3256.6254.2256.4258.9257.5255.7252.1251.7252.3252.1253.4259.4259.9260.2260.1258.7259.2258.5257.3252.4265.1265.8267.6TreesTreesTreesTreesTreesBrushTreesTreesTreesTreesTreesTreesTreesTreesTreesBrushBrushBrushBrush251.16 EG6" CF251.98 FGFS261.27 FS6" CF261.78 FS0" CF2 6 7 . 5 TW 2 6 1 . 5 BW250.9 FG261.98 FS261.78 FS0" CF261.78 FS0" CF261.98 FS0" CF 2 7 3 . 5 TW 2 6 7 .5 BW261.26 FS6" CF ,BC 2 5 1 . 9 8 F S 5.77%1.41%6.0%2 7 3 . 8 TW 2 67 . 8 BW 27 2 . 3 F L , LP 261.03 FG6" CF26 7 . 5 TW 273.5 TW259.45 FL6" CF260.0 FG25 1 . 6 2 F S 0" C F 251.70 FS 261.4 FG258.4TW2%252.0 FG259.04 FSPCR2. 5 4 %256.45 FL6" CF261 TW260 BW255.12 FL267.0 TW265.5 FL2%1.33%254.07 FS254.7 EG256.85 FSEC, 6" CF6.0%258.0 TW252.0 BW6.0%259.05 FL6" CF, BC255.40 FS 6" CF251.87 FS0" CF63.00'36.00'EX. SIDEWALKEX. CURB & GUTTEREX. CURBEX. CURBCLEX. S IDEWA LK E X . CUR B & GU TTER SALK AVE PLPLR/WR/WB IO F I L T R A T ION1 9'X20' TYP.8.5'X20 ' TYP .111EXIST. CATCH BASIN TO BE REMOVEDBREMOVE EX ISTINGDRIVEWAY 2 7 . 9 3 '25.97'24.47 ' 27.48'34.40'EXIST. FH261.5 FP 261.5 FPLEVEL 1 FP 261 . 5 2 5 1 . 5 FP 2 6 1 . 5 FP 2 5 1 . 5 FP 2 5 1 . 5 F P 2 6 1 . 5 FP 2 5 1 . 5 FPN75°35'53"E 293 .52 '260.0 TW259.0 BW266.0 BW266.0 TW260 BW 2 6 1 . 5 BW267.5 BW 2%2%252.7 BW258.0 TW251.70 BW 164 . 8 ' 354.5'22 5 1 . 7 F S 6" C F0.88%0" CF24.00'6" CF251.9 ES6" CF252.8 FS6" CF6'141'217' 33.49'BIOFILTRATION2% 2% F 259.5 FLA28.00165. 8 4 P R O P O S E D 12 " D I A . C 9 0 0 P V C W A T E R L I N E 256.8 FLINV 254.1REMOVE EXIST. FUEL PIPEAND CAP ENDS18" RC PIPES LO T T ED 6 " P I P E P RO PO S E D 2 . 5 ' X 2 . 5 ' C A T CH B A S I N EX I S T 2 . 5 ' X 2 . 5 'CATCH BA S INRETAINING WALL INTERIM CUT FORCONSTRUCTION INV . 244 .3615" SD P IPE INV . 234 .8315" SD P IPE ( INV . 239 .94 )15" SD P IPE 10 " DBHSYCAMORE30" DBHEUCALYPTUS12" DBHEUCALYPTUS6 " S DDETECTOR CHECK VALVE ASSEMBLYDDDSDSDPWWWWDDPROPOSED 2.5" DIA. C 900 PVC WATER L INE P R O P O S E D 1 2 " D I A . C 9 0 0 P V C W A T E R L I N E 2.5" WATER METEREXISTING 1" WATER LINE EXISTING 1"IRRIGATION LINEADD 1" METERAND BACKFLOW ABANDONED FM5 0 . 6 7 7 2 . 8 995.17260 FG260.5 FGSLOTTED 12" PIPEINV 246.0INV 246 .0REMOVE EXIST. SDINV 245.352 4 4 . 9 I N V 8 " S D S TO RM W A T E R S TO R AG E T A N K 2 0 0 0 C F STORM WATERSTORAGE TANK5720 CFSTORM WATERSTORAGE TANK5720 CF 2 4 6 .43 FG250.56 INV.257.08 INV6" SD6 " SD6" SDPROPOSED C .O . TO BE ABANDONED CANOPYCANOPY COLUMNPL6" ADS PIPE DURASLOT WITH 2.5" SLOTHCPS DWG # PI-3PAVEMENT FINISH SURFACE4.31'8" PVC PIPE2% SLOPE5'250.74 ES246.43 FSWATER SURFACE241.93 FS246.93 FS6" PVC PIPE2% SLOPE248.45 FS248.23 TGINV. 247.2 5 252 FF29.506" Ø PERFORATED PIPE CONFORMING TO306-7.7 SSPWC & ASTM 2729 ASTM 3034, ASTMF758 AND HAVING A SDR-35 RATINGSEE DETAIL (B) ON SHEET 2 FOR THEBIOFILTRATION LAYERSCONNECT TO EXISTING15" SD PIPE ON PARCEL 1PROPOSED C.O.SAFETY RAILING IMPERVIOUS LINERSTORAGETANK6" PVC PIPE2% SLOPEINV. 239.940SCALE: 1" = 30'153030604APPROVEDTHIS IS THE APPROVED TENTATIVE MAP/SITE PLAN FORPROJECT NO. PER CONDITION NO. OFPlanning Division DatePLANNING COMMISSION RESOLUTION NO.CONSISTENCY DETERMINATION EXHIBIT FOR PROJECT NO.DATE:Don Neu, City PlannerRecommended By:DATE:EXPIRES 6/30/18WAL T ERH.BROWNREGISTER E D PROFESSIONALENGINEERSTATEOFCALI F O R NIAVILIC C 36191 SUP 2017- 0001Engineering Division Date SHEET OF 5 SHEETS CUP 2017 - 0004NOT FOR CONSTRUCT ION UTILITY EASEMENT AND INCIDENTAL PURPOSES, TO BE VACATEDSLOPE EASEMENT AND INCIDENTAL PURPOSES, TO BE VACATEDSIGHT DISTANCE CORRIDOR, PER PM 18059EXISTING EASEMENTS0.5'5'2.5'2.5'AAB B ROAD EASEMENT AND INCIDENTAL PURPOSES, PER PM 180593'3'0.5'S:\Howes Weiler & Associates\Clients\West Coast Self-Storage\ENGINEERING\TM\3RD SUBMITAL\DWG\GD3.dwg, Grading, 9/14/2017 12:11:15 PM COUGAR DR.EL CAMINO REAL0+00 1+00 2+00 3 + 0 0 0+001+002+00EL CAMINO REALCOUGAR DR267.8 TW261.8 BWWHEELSTOP4' WIDE SDG&E ESMT.RECORDED 7-7-70 ASFILE NO. 118589 O.R.OFFICEGROUND LEVEL FF 252.0LEVEL 1 F F 2 6 2 . 0 FINISH PAD 251.56'CATCH BASINTYPE "F"DRAINAGE DITCH D-75 TYPE "B"CURB AND GUTTERG-2 TYPE "G" 282 EXIST. ELECTR IC BOX LOBBYLEVEL 1LEVEL 1 9' X 2 0 ' T Y P . LEVEL 1 FF 262.0 TRUNCATEDDOMES285 280275270270275270265260255250270 270265260260270265 265 265 2652652602552652602552552752702 6 5265 265 250TreesTreesTreesTreesTreesBrushBrush251.16 EG6" CF251.98 FGFS261.27 FS6" CF261.78 FS0" CF267.5 TW261.5 BW250.9 FG261.98 FS261.78 FS0" CF261.78 FS0" CF261.98 FS0" CF 273.5 TW267.5 BW261.26 FS6" CF ,BC 251.98FS 5.77%1.41%6.0%273.8 TW267.8 BW 272.3 FL, LP 261.03 FG6" CF267.5 TW273.5 TW259.45 FL6" CF260.0 FG25 1 . 6 2 F S 0" C F 251.70 FS 261.4 FG258.4TW2%252.0 FG259.04 FSPCR2. 5 4 %256.45 FL6" CF261 TW260 BW255.12 FL267.0 TW265.5 FL2%1.33%254.07 FS254.7 EG256.85 FSEC, 6" CF6.0%258.0 TW252.0 BW6.0%259.05 FL6" CF, BC255.40 FS 6" CF251.87 FS0" CF63.00'36.00'EX. SIDEWALKEX. CURB & GUTTEREX. CURBEX. SIDEWALKEX. CURB & GUTTER PLPLR/WR/WBIOFILTRATION19'X20' TYP.8.5'X20' TYP.111EXIST. CATCH BAS IN TO BE REMOVEDBREMOVE EXISTINGDRIVEWAY 27.93'25.97'24.47 ' 27.48'34.40'261.5 FP261.5 FP LEVEL 1 FP 261.5 251.5 FP261.5 FP 251.5 FP 2 5 1 . 5 F P 261.5 FP 251.5 FPN75°35'53"E 293.52 '260.0 TW259.0 BW266.0 BW266.0 TW260 BW 261.5 BW267.5 BW 2%2%252.7 BW258.0 TW251.70 BW354.5'22 5 1 . 7 F S 6" C F0.88%0" CF24.00'6" CF251.9 ES6" CF252.8 FS6" CF6'141'217'33.49'BIOFILTRATION2%2%F 259.5 FLA28.00P R O P O S E D 1 256.8 FLINV 254.1REMOVE EXIST. FUEL PIPEAND CAP ENDS18" RC PIPESLOTTED 12" PIPE P RO P O S E D 2 . 5 ' X 2 . 5 ' C A TCH B A S I N EX IS T 2 . 5 'X 2 . 5 'CA TCH BAS INRETAINING WALL INTERIM CUT FORCONSTRUCTIONINV . 244 .3615" SD P IPE10" DBHSYCAMORE30" DBHEUCALYPTUS12" DBHEUCALYPTUS6" SDDETECTOR CHECK VALVE ASSEMBLYPROPOSED 2.5" DIA. C 900 PVC WATER LINE PROPOSED 12" DIA. C 900 PVC WATER LINE2.5" WATER METEREXISTING 1" WATER LINE EXISTING 1"IRRIGATION LINEADD 1" METERAND BACKFLOW 50.67 7 2 . 8 995.17260 FG260.5 FGSLOTTED 12" PIPEINV 246.0INV 246 .0REMOVE EXIST. SDINV 245.35244.9 INV8" SD S TO RM W A T E R S T O R A G E T A N K 2 0 0 0 C F STORM WATERSTORAGE TANK5720 CFSTORM WATERSTORAGE TANK5720 CF 246.43 FG250.56 INV.257.08 INV6" SD6" SD6" SDPROPOSED C .O . TO BE ABANDONEDCANOPYCANOPY COLUMN B-B PROFILE2402502602702802903002402502602702802903000+001+002+003+003+20PLPLGAS(E) DWYFF BASE = 252.0FF #1 = 262.0EL CAMINO REAL WESTEAST?'E-E PROFILE2402502602702802903002402502602702802903000+001+002+002+56PLR/WCOUGAR DR.FF #1 = 262.0NORTHSOUTHAPPROVEDTHIS IS THE APPROVED TENTATIVE MAP/SITE PLAN FORPROJECT NO. PER CONDITION NO. OFPlanning Division DatePLANNING COMMISSION RESOLUTION NO.CONSISTENCY DETERMINATION EXHIBIT FOR PROJECT NO.DATE:Don Neu, City PlannerRecommended By:DATE:EXPIRES 6/30/18WAL T ERH.BROWNREGISTER E D PROFESSIONALENGINEERSTATEOFCALI F O R NIAVILIC C 36191 SUP 2017- 0001Engineering Division Date SHEET OF 5 SHEETS CUP 2017 - 0004NOT FOR CONSTRUCT ION 50SCALE: 1" = 30' H / V15303060PLAN VIEWA - A PROFILEB - B PROFILESCALE 1"=30'EXISTING GROUNDEXISTING GROUNDPROPOSED SURFACEPROPOSED SURFACES:\Howes Weiler & Associates\Clients\West Coast Self-Storage\ENGINEERING\TM\3RD SUBMITAL\DWG\XS.dwg, Sections, 9/7/2017 2:20:35 PM