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DRC_2024-08-15_Agenda Packet
CITY OF ATASCADERO DESIGN REVIEW COMMITTEE HOW TO OBSERVE THE MEETING: Interested individuals may attend the meeting in-person at Atascadero City Hall. To observe remotely, the meeting may be livestreamed on Zoom. The video recording of the meeting will be available through the City’s website and on the City’s YouTube Channel. To observe remotely using the Zoom platform please visit: https://us02web.zoom.us/j/81712225756 HOW TO SUBMIT PUBLIC COMMENT: Public comment may be provided in-person. Written public comments are accepted at drc-comments@atascadero.org. Comments should identify the Agenda Item Number in the subject line of the email. Such comments will be forwarded to the Design Review Committee and made a part of the administrative record. To ensure distribution to the Design Review Committee before consideration of an item, please submit comments not later than 5:00 p.m. the day before the meeting. All correspondence will be distributed to the Design Review Committee, posted on the City’s website, and be made part of the official public record of the meeting. Please note, comments will not be read into the record. Please be aware that communications sent to the Design Review Committee are public records and are subject to disclosure pursuant to the California Public Records Act and Brown Act unless exempt from disclosure under applicable law. Communications will not be edited for redactions and will be printed/posted as submitted. AMERICANS WITH DISABILITIES ACT ACCOMMODATIONS: Any member of the public who needs accommodations should contact the City Clerk’s Office at cityclerk@atascadero.org or by calling 805-470-3400 at least 48 hours prior to the meeting or time when services are needed. The City will use their best efforts to provide reasonable accommodations to afford as much accessibility as possible while also maintaining public safety in accordance with the City procedure for resolving reasonable accommodation requests. Design Review Committee agendas and minutes may be viewed on the City's website: www.atascadero.org/agendas Copies of the staff reports or other documentation relating to each item of business referred to on the Agenda are on file in the Community Development Department and are available for public inspection on our website, www.atascadero.org. All documents submitted by the public during Design Review Committee meetings that are made a part of the record or referred to in their statement will be noted in the Minutes and available for review by contacting the Community Development Department. All documents will be available for public inspection by appointment during City Hall business hours. http://www.facebook.com/planningatascadero @atownplanning Scan This QR Code with your smartphone to view DRC Website CITY OF ATASCADERO DESIGN REVIEW COMMITTEE AGENDA Committee Meeting Thursday, August 15, 2024 2:00 P.M. City Hall 6500 Palma Avenue, Room 306 Atascadero, California CALL TO ORDER Roll Call: Chairperson Susan Funk Vice Chairperson Mark Dariz Committee Member Emily Baranek Committee Member Dennis Schmidt Committee Member Jeff van den Eikhof APPROVAL OF AGENDA PUBLIC COMMENT CONSENT CALENDAR 1. APPROVAL OF THE JULY 11, 2024 DRAFT MINUTES DEVELOPMENT PROJECT REVIEW 2. 2440 EL CAMINO REAL The proposed project includes a review of two industrial shell buildings in the CPK zone at 2440 El Camino Real on APN 049-141-023. Recommendation: Staff requests the DRC review and make design recommendations for the proposed project. (PRE24-0017) COMMITTEE MEMBER COMMENTS AND REPORTS City of Atascadero Design Review Committee Agenda Regular Meeting August 15, 2024 Page 2 of 2 http://www.facebook.com/planningatascadero @atownplanning Scan This QR Code with your smartphone to view DRC Website DIRECTOR’S REPORT ADJOURNMENT The next DRC meeting will be announced. Agendas, Minutes and Staff Reports are available online at www.atascadero.org under City Officials & Commissions, Design Review Committee. DRC Draft Minutes of 7/11/2024 Page 1 of 5 ITEM NUMBER: 1 DATE: x CITY OF ATASCADERO DESIGN REVIEW COMMITTEE DRAFT MINUTES Regular Meeting – Thursday, July 11, 2024 – 2:00 P.M. City Hall, Room 306 (and virtual) 6500 Palma Avenue, Atascadero, CA 93422 CALL TO ORDER – 2:00 p.m. Chairperson Funk called the meeting to order at 2:03 p.m. ROLL CALL Present: Chairperson Susan Funk Vice Chairperson Member Mark Dariz Committee Member Emily Baranek Committee Member Jeff van den Eikhof Absent: Committee Member Schmidt Others Present: Recording Secretary, Annette Manier Staff Present: Community Development Director, Phil Dunsmore Public Works Director, Nick DeBar Planning Manager, Kelly Gleason Office Assistant III, Eeden Rollins Permit Technician, Elle Lindmeier Others Present: Jeni Kim (applicant) Eddie Herrera, RRM Design Group Rachel Hawthorne, Wallace Group Randy Lawrence Erik Rodriguez Ted Lawton and Jack Phelan, Cal Coastal Communities (via Teleconference) Ken Trigueiro, People’s Self-Help Housing John Fricks, Ogden & Fricks, LLP Various members of the public 1 DRC Draft Minutes of 7/11/2024 Page 2 of 5 ITEM NUMBER: 1 DATE: APPROVAL OF AGENDA MOTION: By Vice Chairperson Dariz and seconded by Committee Member Baranek to approve the Agenda. Motion passed 4:0 by a roll call vote. (Schmidt absent) PUBLIC COMMENT None Chairperson Funk closed the Public Comment period. CONSENT CALENDAR 1. APPROVAL OF THE MAY 2, 2024 DRAFT MINUTES MOTION: By Vice Chairperson Dariz and seconded by Committee Member Baranek to approve the Consent Calendar. Motion passed 4:0 by a roll call vote. (Schmidt absent) DEVELOPMENT PROJECT REVIEW 2. DEL RIO RANCH 2024 MASTER PLAN OF DEVELOPMENT AND SPECIFIC PLAN AMENDMENT The proposed project includes an RV resort on a 28.5-acre site on the southeast corner of Del Rio Road and El Camino Real within the Del Rio Road Commercial Area Specific Plan boundary. The development concept includes 74 RV sites, 103 glamping sites, 18-hotel units, and associated amenities such as a central lodge, guest pools and restaurant. Two commercial buildings are proposed at the corner of Del Rio Road and El Camino Real and an event space is proposed along El Camino Real on APN 049-151-041, 049-151-037, 049-151-040, 049-151-005, 049- 151-036, 049-112-002, 049-112-040, 049-112-036, 049-112-022, 049-112-018, 049-112-019. (DEV24-0044) Recommendation: Staff requests the DRC review and make design recommendations for the proposed project. (DEV24-0044) Planning Manager Gleason provided the staff report and answered questions from the Committee. Jennifer Kim and Eddie Herrera presented the project and answered questions from the Committee. Rachel Hawthorne answered questions in regard to sight lines. Director Dunsmore stated that staff would check in with Atascadero Mutual Water Company in regard to water restrictions for the proposed water features (pond, swimming pools). 2 DRC Draft Minutes of 7/11/2024 Page 3 of 5 ITEM NUMBER: 1 DATE: PUBLIC COMMENT The following members of the public spoke during the public comment period: Randy Lawrence, Erik Rodriguez, Ted Lawton (via Teleconference), Jack Phelan (via Teleconference), and John Fricks. Chairperson Funk closed the Public Comment period. The Committee addressed the comments raised during the public comment period. Chairperson Funk reopened the Public Comment period. The following member of the public spoke during the public comment period: Ken Trigueiro. Chairperson Funk closed the Public Comment period. MOTION: By Vice Chairperson Dariz and seconded by Committee Member Baranek to approve the project with the following recommendations: Site Concept Layout including land use locations and circulation. • Applicant to work with staff on safe vehicular movement in regard to ingress/egress; to include possible elimination of entrance/exiting on Obispo Road and replace with entrance/exiting on El Camino Real. Large vehicle circulation needs to be analyzed more. • Applicant to work with staff to provide additional camouflage for RV parking because of residential uses nearby. • The Committee would like the applicant to review circulation as far as the trash trucks, and trash receptacles. • Ensure non-mechanical RV washing at service center to avoid noise impacts to adjacent residential uses. • Gates should not make it feel like a non- community based space. Edge Treatments including walls and landscaping • The Committee stated that the project looks inviting, and they are in favor of the gated entry and exit, as well as the edge detail and curb appeal. Walls are terraced to allow privacy. Ensure RV’s are shielded. 3 DRC Draft Minutes of 7/11/2024 Page 4 of 5 ITEM NUMBER: 1 DATE: Architectural Theme • The Committee was in favor of the design, but agreed that the design should be of a high quality and the applicant should pay attention to detail and be consistent throughout. The style of the Valley Fresh site can play well (agrarian or farmhouse style) instead of the futuristic design in the staff report. • Pay attention to how various sections present themselves visibly around a community and to the neighbors above this site. • Architecture should be coherent. Avoid contemporary/modern. Focus on Mediterranean and nostalgic design such as tents and airstreams. • Walls adjacent to RV sites (along Del Rio Road) should fully screen the RV’s. RV Space Design and Amenities • The Committee is in favor of the RV site design and are in agreement with the features. The amenities are a plus; they are both useable and accessible. • The Committee stated that the plantings between sites add privacy for guests and add a sense that this is a landscaped area and not a parking lot. Encourage water wise plants but stay away from poisonous plants. Provide some buffer so it feels like you have your own private space • The Committee would like staff and the applicant to check on the fire pit use with the Fire Department. Motion passed 4:0 by a roll call vote. (Schmidt absent) This project will move forward to the Planning Commission. COMMITTEE MEMBER COMMENTS AND REPORTS Committee Member Baranek inquired about the lift station on Traffic Way. Director DeBar answered her questions. DIRECTOR’S REPORT Planning Manager Gleason stated that staff will be re -visiting the CEQA Streamlining project. She also gave an update on Dove Creek, Barrel Creek, Valley Fresh, Jersey Mikes and Dutch Bros. Jersey Mikes and Dutch Bros. will move into the previous Burger King site. 4 DRC Draft Minutes of 7/11/2024 Page 5 of 5 ITEM NUMBER: 1 DATE: ADJOURNMENT– 4:00 p.m. The next regular meeting of the DRC will be announced. MINUTES PREPARED BY: _________________________________________________ Annette Manier, Recording Secretary Administrative Assistant The following exhibits are available in the Community Development Department: Exhibit A – Correspondence from Cal Coastal Properties 5 CITY OF ATASCADERO DESIGN REVIEW COMMITTEE STAFF REPORT Item 2 TO: Phil Dunsmore, Community Development Director FROM: Kelly Gleason, Planning Manager PREPARED BY: Erick Gomez, Associate Planner MEETING DATE: 08/15/2024 SUBJECT: PRE24-0017, Macias Industrial Light Buildings RECOMMENDATION: Staff Recommends that the DRC endorse the project design for the development of two (2), 4,335 SF light industrial shell buildings and associated site improvements located at 2440 El Camino Real (APN 049-141-023), subject to staff recommendations. DISCUSSION: PROJECT SUMMARY Garret Macias, the applicant, proposes the construction of two (2) 4,335 SF industrial shell buildings on a vacant 0.62-acre flag lot zoned Commercial Park in the Planned Development #1 Overlay Zone and located at 2440 El Camino Real (APN 049-141-023). Access will be from a new commercial driveway from El Camino Real. SITE DESIGN The project site is a commercial flag lot adjacent to Highway 101. The front lot (under separate ownership) contains a legal nonconforming single-family residence. The two proposed industrial buildings will be located along the northern property line with parking to the south. As the parcel is a flag lot, minimal frontage exists along the City’s right -of-way and therefore, minimum frontage improvements (such as curb, gutter, or sidewalk) will be required as part of this project. A total of 15 standard parking stalls and one motorcycle stall will be provided for the project adjacent to the buildings. Parking lot shade trees are provided at the front of parking stalls at a spacing of approximately 30-feet on center. These trees are in 3-foot-wide landscape planters that run the length of the building frontage. Based on observed maintenance failures for similar landscape designs, staff recommends that the landscape strips in front of both buildings be removed and replaced with additional sidewalk with separated planters for each tree. A total of 3,411 SF of landscaping will be installed for the project consistent with parking lot and site coverage requirements. The Planned Development #1 Overlay Zone requires a 10’ rear setback and creation of an attractive appearance from Highway 101 through landscape, site and building design features. The project includes a 15’ landscaped buffer with an additional 5-foot 6 08/15/2024 | Item 2 | Staff Report bioretention basin at the rear of the site adjacent to Highway 101 . The setback area will be planted with 24” box coast live oaks, manzanitas, magenta rockrose, and Catalina fuchsia. The proposed plan also includes a 3’ wide landscape strip along the southern property line between the driveway and parking area and the property boundary, rather than the required 5’ strip. The width reduction is being requested for this landscape strip to accommodate a functional drive isle with sufficient space for vehicle turning maneuvers. The Municipal Code allows this reduction provided that the applicant utilizes decorative concrete pavement for the construction of the adjacent driveway areas. The project plans presently show pavement within the 3-foot landscape setback area. Staff has conditioned that the 3’ strip be planted with low shrubs (where car back-up will not interfere) and ground cover. The remainder of the driveway and parking area are proposed to be constructed using permeable paver surfacing. While the permeable pavers meet planning standards for decorative pavement, staff recommends that flexibility be provided to allow for possible changes to stamped concrete or other decorative all weather hard surface to ensure the project can meet access standards required by the Fire Department. The municipal code requires that commercial uses adjacent to a residential use provide solid screening. Consistent with this standard, the project will install 6’ wood -fence/wall along the shared boundaries with the adjacent residential use. A separate 5.5 ’ flat-top, wood-panel fence with a top-rail will be installed at the southern property boundary. Due to state stormwater requirements, additional minor changes may be expected to site landscaping to accommodate changes site drainage as the project engineering is finalized. Staff Groundcover strips removed and replaced with sidewalk. Shade Tree Islands installed. Southern landscape strip planted in low shrubs and groundcover. Min. 21’ Drive Isle 7 08/15/2024 | Item 2 | Staff Report expects that the changes will continue substantially conform to the plans presented to DRC and that all required landscape standards will continue to be met with these changes. It is likely that underground chambers will need to be incorporated to accommodate stormwater needs. Building Design The proposed buildings are mirrored prefabricated metal structures. The building exteriors utilize primarily light gray metal siding and brown stucco walls with brown aluminum woodgrain and corrugated metal siding accents and a standing seam metal roof. The front (southern) building facades will be outfitted with standard glass windows and pedestrian entry doors which will each have a transom window for decorative purposes and will include a black metal awning. The front façade of each building will also be outfitted with an approximately 12.5’ high multipaned glass and aluminum garage door. A separate garage metal roll-up door and awning is provided on the side façades that face each other. No windows, accents, or decorative features are provided on the rear (north) building elevation as these buildings are proposed on the property line and openings are not permitted per building code. As this elevation faces the rear parking lot and alley of the Mission Oaks, staff has no concerns with this facade. All exterior lighting will be dark sky compliant, full shielded, and downward facing. 8 08/15/2024 | Item 2 | Staff Report Commercial Signage There are no signs proposed with the project, but signage locations are provided on the plans for conceptual purposes. Per the municipal code, each building would be allowed 85 SF of wall sign area on the front façade and 51 SF of wall signs on side façade with the roll up door. No cabinet signs will be allowed consistent with the restrictions of the municipal code. Staff recommends that sign illumination be limited internal lighting, halo lighting, or dark sky compliant, fully shielded external lighting. Conclusion The proposed project will result in the creation of two (2) new prefabricated industrial structures on an appropriately zoned flag lot along El Camino Real, just south of Mission Oaks Plaza. The structures will have a combination of stucco and metal siding with aluminum wood accents along the façades, as well as metal awnings and transom windows. Site improvements will include necessary grading, parking, and access consistent with city zoning and engineering standards. Landscaping will be installed as required to screen the development and provide necessary parking lot shading. Staff recommendations listed in the DRC Notice of Action are aimed at ensuring future consistency with stormwater and access requirements, conformance with typical design expectations and standards, and ensuring compatibility with current and future surrounding development. DRC DISCUSSION ITEMS: 1. Site Design and Landscaping 2. Building Design and Signage ATTACHMENTS: Attachment 1: DRC Action Form Attachment 2: Aerial and Street Views Attachment 4: Project Plans 9 08/15/2024 | Item 2 | Staff Report Attachment 1: DRC Action Form PRE24-0017 City of Atascadero COMMUNITY DEVELOPMENT DRC ACTION FORM Project #: PRE24-0017 Project Title: Macias Industrial Buildings Planner/ Project Manager: Erick Gomez DRC Review Date(s): 08/15/2024 FINAL ACTION: ☒ DRC ☐ PC ☐ CC Conditions & Recommendations: 1. All site retaining walls shall utilize a dark color, split-bock design. 2. All exterior lighting fixtures shall: a. Be dark sky compliant/certified. b. Include a hood, shield, or vizor that extends 2” beyond the light source on all sides. c. Be positioned to direct light directly to the floor or building. d. Include photosensors and be motion-activated. 3. All required solid fencing shall utilize a framed wood fencing design with a top rail. No dog-eared fencing shall be allowed. 4. A 6’ fence or wall must be provided along the entire length of the shared boundaries with 2400 El Camino Real (APN 049-141-024). A reduced fence height is allowed as needed to meet City sight distance requirements. 5. All fencing and landscaping shall be maintained in substantial conformity with final approved project materials and associated conditions in perpetuity, unless otherwise approved by the Community Development Department. 6. The landscaping plans shall be revised as follows: a. California Bent Grass (Agrostis pallens) shall be replaced with Berkley Sedge (Carex tumulicola) on the landscape plans wherever proposed. b. The landscape strips south of the proposed building and adjacent to parking rows must be removed and replaced with individual shade tree islands for the required shade trees. The remainder of the strip must be converted into additional sidewalk space. This may be waived if needed to meet post construction stormwater compliance. 10 08/15/2024 | Item 2 | Staff Report c. Decorative pavers in the landscape strip at the southern boundary shall be replaced with ground cover and small shrubs, such as deer grass and Berkely hedge, that do not conflict with vehicle movements. 7. The Civil Plans shall be revised as follows: a. Decorative stamped concrete or equivalent decorative surfacing (as approved by the Fire Department) will be used where permeable pavers are deemed inadequate for fire access requirements. b. A minimum 21’ drive isle width shall be called out from the edge of parking stall to the face of curb on the landscape strip along the southern boundary. c. Wheel stops must be removed where the width of the sidewalk or adjacent landscape feature allows a 3’ overhang without impeding accessibility. 8. Sign illumination shall be internally lit, back / halo lighting, or external lighting with dark sky compliant, fully shielded fixtures. Any freeway facing lighting shall be of a type that minimizes off site glare (eg. No internally lit signs). 9. All new and existing utilities shall be placed underground, unless otherwise exempted by the Community Development Director. 10. All ground mounted mechanical and electrical equipment must be screened from view by decorative fencing and/or landscaping. All roof mounted equipment must be screened from view utilizing a mechanical screen or similar decorative architectural feature. 11. Prior to issuance of construction permits, the applicant shall demonstrate compliance with all applicable City and Coast Regional Water Quality Control Board post- construction stormwater control and design requirements. 11 08/15/2024 | Item 1 | Staff Report Attachment 2: Aerial and Street Views PRE24-0017 Aerial View Street View 12 08/15/2024 | Item 1 | Staff Report Attachment 3: Project Plans PRE24-0017 See Following Pages 13 Full Size 9'x18': 11 Car Handicap: 2 Van Handicap: 1 Motorcylce: 1 Bicycle Rack: 1 TOTAL PROPOSED PARKING SPACE: 16 TOTAL REQUIRE PARKING SPACES: 15.34 Commercial Wholesale & Distribution: F-2 Fire Sprinklers: YES Construction Type: IIB Stories: 1 Story Public Housing: NO BUILDING #1 Lowest Point of Natural Grade: 871.60' Highest Point of Natural Grade: 875.20' Average Natural Grade: 873.40' Proposed Top of Slab: 873.25' Maximum Proposed Building Height: 906.55' (33'-4") Maximum Allowable Building Height: 908.40' (35'-0") BUILDING #2 Lowest Point of Natural Grade: 868.80' Highest Point of Natural Grade: 871.80' Average Natural Grade: 870.30' Proposed Top of Slab: 873.00' Maximum Proposed Building Height: 906.30' (33'-4") Maximum Allowable Building Height: 905.30' (35'-0") Garrett Macias 2440 El Camino Real Atascadero CA 93422 PH: 805-712-7690 BUILDING #1 FLOOR AREA: 2,335 S.F. COMMERCIAL LIGHT INDUSTRIAL (Manufacturing & Processing Uses 4.67 Parking spaces req.) 2,000 S.F. COMMERCIAL LIGHT INDUSTRIAL STORAGE (Manufacturing & Processing Storage = 2 Parking spacees req.) TOTAL FLOOR AREA = 4,335 S.F. BUILDING #2 FLOOR AREA: 4,335 S.F. COMMERCIAL LIGHT INDUSTRIAL (Manufacturing & Processing Uses 8.67 Parking spaces req.) Macias Light Industrial Buildings 2440 El Camino Real, Atascadero, CA 93442 Property Owner Lot Description APN: 049-141-023 Address: 2440 El Camino Real Zoning: CPK Block: 23 Lot Number: 8 Lot Area: 25,567 SQ. FT. Occupancy & Construction Type Scope of Work Two single story metal framed commercial industrial building shells Building Height Building Area Consultant Directory ARCHITECT Clinton M. Iwanicha, ARCHITECT 2456 Hemlock Ave. Morro Bay, CA 93442 ph. 805.254.4051 fx. 866.271.1155 EMAIL: cmiarchitect@gmail.com Sheet Index A-1 Title Sheet, Project Data, Project Directory & Vicinity Map A-2 California Green Code Notes A-3 California Green Code Notes A-4 California Green Code Notes A-5 Proposed Site Plan A-6 Proposed Site Accessibility Plan C-1.0 Civil Title Sheet C-2.0 Civil Grading & Drainage Plan C-2.1 Civil Grading & Drainage Plan C-2.2 Civil Profile & Site Sections C-2.3 Civil Construction Details C-2.4 Civil Standard Details C-3.0 Civil Composite Utility Plan C-4.0 Civil Erosion Control Plan C-5.0 Civil Retaining Wall Plan C-5.1 Civil Retaining Wall Details L1 Landscape Plan Title sheet L2 Landscape Construction Plan L3 Landscape Construction Plan L4 Landscape Construction Details L5 Landscape Construction Specifications L6 Landscape Irrigation Plan L7 Landscape Irrigation Plan L8 Landscape Irrigation Details L9 Landscape Irrigation Details L10 Landscape Irrigation Details L11 Landscape Irrigation Specifications L12 Landscape Planting Plan L13 Landscape Planting Plan L14 Landscape Planting Details L15 Landscape Planting Specifications A-7 Proposed Floor Plan (Building #1) A-8 Proposed Floor Plan (Building #2) A-9 Proposed Building Elevations (Building #1) A-10 Proposed Building Elevations (Building #1) A-11 Proposed Building Elevations (Building #2) A-12 Proposed Building Elevations (Building #2) A-13 Proposed Life Safety Plans (Building #1) A-14 Proposed Life Safety Plans (Building #2) A-15 Proposed Occupancy Plans (Building #1) A-16 Proposed Occupancy Plans (Building #2) A-17 Proposed Parking, Fencing & light pole Details A-18 ADA Site & Building details A-19 ADA Site & Building details A-20 ADA Site & Building details A-21 Industrial Awning Detail A-22 Architectural Details S-1 Structural Cover Sheet (Building #1) S-2 Structural Anchor Bolt (Building #1) S-3 Structural Anchor Bolt (Building #1) S-4 Structural Rigid Frame Elevation (Building #1) S-5 Structural Rigid Frame Elevation (Building #1) S-6 Structural Roof Framing (Building #1) S-7 Structural Roof Framing (Building #1) S-8 Structural Roof Framing (Building #1) S-9 Structural Details (Building #1) S-10 Structural Details (Building #1) S-11 Structural Details (Building #1) S-12 Structural Cover Sheet (Building #2) S-13 Structural Anchor Bolt (Building #2) S-14 Structural Anchor Bolt (Building #2) S-15 Structural Rigid Frame Elevation (Building #2) S-16 Structural Rigid Frame Elevation (Building #2) S-17 Structural Roof Framing (Building #2) S-18 Structural Roof Framing (Building #2) S-19 Structural Roof Framing (Building #2) S-20 Structural Details (Building #2) S-21 Structural Details (Building #2) S-22 Structural Details (Building #2) S001 Structural Foundation General notes S201 Structural Foundation (Building #1) S211 Structural Foundation (Building #2) S301 Structural Foundation Details E0.1 Electrical General note & Diagram E0.2 Electrical Lighting Compliance forms E0.3 Electrical Lighting Compliance forms E1.1 Electrical Site Plan E1.2 Electrical Photometric Plan E2.1 Electrical Lighting & Power Plan (Building #1) E2.2 Electrical Lighting & Power Plan (Building #2) MP-0 Mechanical & Plumbing General Notes MP-1 Mechanical & Plumbing Details MP-2 Mechanical & Plumbing Energy Compliance MP-3 Plumbing Site & Floor Plans MP-4 Mechanical & Plumbing Floor Plans Code Compliance THIS PROJECT HAD BEEN DESIGNED IN ACCORDANCE WITH AND MEETS THE CITY OF ATASCADERO ADOPTED CODE AND ORDINANCE REQUIREMENTS INCLUDING, BUT NOT LIMITED TO, THE CALIFORNIA STATE ACCESSIBILITY STANDARDS AND I/WE WILL BE RESPONSIBLE FOR ALL CLARIFICATIONS DEEMED NECESSARY DURING THE CONSTRUCTION PHASES. This project shall comply with the following model codes: THIS PROJECT SHALL COMPLY WITH THE FOLLOWING 2022 BUILDING STANDARDS CODES: THIS PROJECT SHALL COMPLY WITH THE FOLLOWING MODEL CODES: 2022 CALIFORNIA BUILDING CODE (VOLUMES 1 AND 2) 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA MECHANICAL CODE 2022 CALIFORNIA PLUMBING CODE 2022 CALIFORNIA ENERGY CODE 2022 CALIFORNIA GREEN BUILDING CODE 2022 CALIFORNIA FIRE CODE 2022 INTERNATIONAL PROPERTY MAINTENANCE CODE CALIFORNIA REFERENCE STANDARDS CODE VICINITY MAP Site Location Parking PLOT DATE:7/1/2024 c a l i f o r n i a l i c e n s e #: C 3 0 5 3 1 e m a i l : c m i a r c h i t e c t @ g m a i l .c o m p h o n e : 8 0 5 . 4 5 9 . 2 8 4 9 a r c h i t e c t s e a l : 12/31/25 p r o j e c t t y p e : p r o j e c t a d d r e s s : c l i e n t : S h e e t T i t l e : S h e e t I n f o : S h e e t: REV:DESCRIPTION DATE LLiigghhtt IInndduussttrriiaall BBuuiillddiinnggss 22444400 EEll CCaammiinnoo RReeaall AAttaassccaaddeerroo,, CCAA GGBBTT SShheeeett MMeettaall GGaarrrreetttt MMaacciiaass General Notes 1. Verification of plan dimensions and elevations: The contractor shall verify all dimensions prior to start of construction. He shall notify the Designer or the engineer if any discrepancies or inconsistencies are found. 2. Engineer's limitation of responsibly: The structural drawings for the project represent only the finished structure. The engineer shall not be responsible for the performance of the work required to complete the project, including but not limited to methods used by the contractor, phasing of the work, sequence of the construction, timeliness of the performance of the work, safely on or around and errors or omissions due to negligence of the general contractor or subcontractors. The engineer shall not be responsible for the design and engineering of temporary shoring bracing (see Contractor’s responsibility) nor shall the engineer be responsible for any structural due to the inadequacy or impropriety of such bracing or braced assemblies. The engineer shall not be responsible for any aspects of the project that are not specifically related to or caused by the structural design such as, but not limited to, the following: (a) Architectural design, either new or existing (b) Finishes (c) Aesthetics (d) Non-structural Architectural framing (e) Concealment of structural assemblies 3. Contractor’s responsibility: The contractor at his own expense shall engage properly qualified professionals or other persons to determine the field layout of all building elements. All work pertaining to structural assemblies and erection of the structural elements shall be performed by skilled workers in the appropriate craft specialties. The contractor shall be responsible for the shoring, bracing, and support of all structural assemblies, components, walls and related framing during construction until the structure is completed, and all materials have developed their ultimate design strength. The contractor shall provide all necessary measures to protect the building or during construction. 5uch measures shall Include but not be limited to the following: bracing, shoring to support loads due to construction e<1uipment and other anticipated loads, or provision to resist accidental loads that might reasonably be expected to be imposed on the work in any stage of completion. 4. Conformance: All work shall conform to the minimum standards of the applicable provisions of the governing building code(s), rules of federal and state regulatory agencies, and local ordinances. The term, "work" includes construction practices and materials The contractor shall review all elements of the structural design, construction drawings, and the specifications described herein for compatibility with the work of other disciplines on the project. All discrepancies, conflicts, errors and omissions shall be brought to the attention of the engineer prior to the fabrication of any component It shall be the general contractor's responsibility to notify the engineer, for disposition by the engineer, of any conflicts between the structural aspects of the project and the requirements of the above-mentioned codes, regulations, and ordinances prior to commencing work. 5. Compatibility: The contractor shall review all elements of the structural design, construction and fabrication drawings, and the specifications for compatibility with the work of other disciplines involved with the project. All discrepancies, conflicts, errors and omissions shall be brought to the attention of the engineer prior to the fabrication of any component, procurement of materials and, In general commencement of the work. Elements of the project that require special attention shall include but not be limited to the following: (a) Conflicts between existing site and geological conditions and the structural design (b) Conflicts between civil, Architectural and structural dimensions (c) Conflicts between Architectural drawings or details and the civil. mechanical, Architectural or electrical drawings 6. Changes: The contractor shall obtain written approval from the engineer of all proposed changes that may affect the structure, and of all proposed alternate methods of construction which may deviate from the structural design prescribed by the construction drawings before commencing the work. 7. Visits to the site: Any visits to the site by the engineer or his field representative for observation of the project work shall not be construed as an inspection or as giving approval of the construction by the engineer. 8. ASTM specifications: All material specifications indicated by ASTM designations shall be of the latest revision at the time of issuance of the permit for the project. 9. Continuous inspection: The phrase "continuous inspection" means inspection performed continuously by a registered deputy inspector currently licensed by the city, county or state In which the project site is located, and who has been approved by the engineer. 10. Imposed loads: The contractor shall insure that all loads imposed on the structure during and after construction is completed are within the limits of the design loads. The engineer shall not be responsible for damage or failure of any part of the structure as a result of loads in excess of the limits of design loads imposed during or after construction Is completed. 11. Use of drawings: In reading and using the drawings, the following should be considered: (a) All notes listed under general notes shall apply unless amended or otherwise superseded elsewhere on the drawings. Notes indicated elsewhere or specifically keyed to tabulated notes that conflict with the general notes shall be brought to the attention of the engineer prior proceeding with the instructions given in said note or notes. (b) The contractor to shall check and verify all dimensions. Refer to die Architectural drawings for dimensions not specified on the structural drawings. Field conditions of any existing structural dimensions that differ from the Architectural or structural drawings shall be brought to the attention of the engineer and resolved before proceeding with the construction. (c) Connections and implied construction assemblies that are not specifically described or detailed in the drawings shall be constructed using standard accepted construction practices in compliance with the governing codes and ordinances. (d) When details labeled "typical" or "similar” are shown on the drawings, the contractor shall apply the intent of the detail to the specific condition. (e) Written information and dimensions shall take precedence over graphic information. Do not scale drawings to determine information and dimensions. Information omitted from the drawings that may be re<1uired for the wort; shall be brought promptly to the attention of the Designer or engineer. Special Inspections REFER TO SHEET S1.1 FOR ALL REQUIRED SPECIAL INSPECTIONS. Title 24 Compliance ENERGY COMPLIANCE FORMS CF2R AND CF3R WILL BE B E COMPLETED AND SUBMITTED TO THE BUILDING INSPECTOR AT TIME OF INSPECTION OF RELATED COMPONENT. HERS Required Inspection A HOME ENERGY RATING SYSTEM (HERS) RATER IS REQUIRED TO PERFORM. A HOME ENERGY RATING PRIOR TO CONSTRUCTION COMPLETION. Soil Inspections DESIGNER Gannage Design, Inc. P.O. BOX 14502 San Luis Obispo, CA 93406 Ph: (805) 758-3453 Contact: Aaron Gannage CIVIL ENGINEER Ashley & Vance Engineering 1413 Monterey St. San Luis Obispo, CA 93401 PH: (805) 545-0010 Contact: Truitt Vance A-1 SURVEYOR MBS Land Surveys 3559 South Higuera Street San Luis Obispo, CA 93401 Ph: 805-594-1960 Contact: Michael B. Stanton MECHANICAL ENGINEER 3C Engineering 1500 Palm Street San Luis Obispo, CA 93401 PH: 805-540-3363 Contact: BRIAN STARRETT, PE Proposed Building Area: 8,670 SQ. FT. (34.3%) Proposed Hardscape Area: 3,719 SQ. FT. (14.5%) Proposed Pavers Area: 9,540 SQ. FT. (37.3%) Landscaped area: 3,638 SQ. FT. (14.2%) Proposed Landscape Shade Cover for Parking: +/- 750 S.F. Lot Coverage ELECTRICAL ENGINEER JMPE Electrical Engineering 2880 Santa Maria Way, Suite D4 Santa Maria, CA 93455 Ph. 805-886-1390 Contact: Salvador Melendez II, PE BASED OFF OF TABLE 422.1 OF 2022 CPCBASED OFF OF TABLE 422.1 OF 2022 CPC BUILDING #A & #B - F-2 OCCUPANCY LOADBUILDING #A & #B - F-2 OCCUPANCY LOAD TOTAL AREA = 4,335 S.F. OCCUPANCY LOAD = 500 S.F. / OCCUPANT OCCUPANTS = 4,335 S.F. / 500 = 8.67 OCCUPANTS TOTAL OCCUPANTS = 8.67 OCCUPANTS OCCUPANTS / SEX = 8.67/ 2 = 4.3 EACH REQUIREDREQUIRED 4.3 OCCUPANTS 4.3 OCCUPANTS WOMEN 4.3 OCC. MEN 4.3 OCC. PLUMBING FIXTURE REQUIRED PLUMBING FIXTURE REQUIRED WATER CLOSETS 1 WATER CLOSETS 1 LAVORATORIES 1 LAVORATORIES 1 PROVIDEDPROVIDED PLUMBING FIXTURE PROVIDED WATER CLOSETS 1 LAVORATORIES 1 Plumbing Fixture Calcs Separate Permit Required for: 1. FIRE ALARM & SPRINKLER PLANS 2. SOLAR PANELS SOILS ENGINEER Mid-Coast Geotechnical, Inc. 3124 El Camino Real Atascadero, CA 93422 Ph: (805) 461-0965 Contact: Dane Jensen Construction Waste Requirement Provide a construction waste management plan per CALGreen 4.408.2 prior to permit issuance. The plan shall also be coordinated with City of Atascadero requirements and procedures. 14 PLOT DATE:7/1/2024 c a l i f o r n i a l i c e n s e #: C 3 0 5 3 1 e m a i l : c m i a r c h i t e c t @ g m a i l .c o m p h o n e : 8 0 5 . 4 5 9 . 2 8 4 9 a r c h i t e c t s e a l : 12/31/25 p r o j e c t t y p e : p r o j e c t a d d r e s s : c l i e n t : S h e e t T i t l e : S h e e t I n f o : S h e e t: REV:DESCRIPTION DATE LLiigghhtt IInndduussttrriiaall BBuuiillddiinnggss 22444400 EEll CCaammiinnoo RReeaall AAttaassccaaddeerroo,, CCAA GGBBTT SShheeeett MMeettaall GGaarrrreetttt MMaacciiaass A-2 15 PLOT DATE:7/1/2024 c a l i f o r n i a l i c e n s e #: C 3 0 5 3 1 e m a i l : c m i a r c h i t e c t @ g m a i l .c o m p h o n e : 8 0 5 . 4 5 9 . 2 8 4 9 a r c h i t e c t s e a l : 12/31/25 p r o j e c t t y p e : p r o j e c t a d d r e s s : c l i e n t : S h e e t T i t l e : S h e e t I n f o : S h e e t: REV:DESCRIPTION DATE LLiigghhtt IInndduussttrriiaall BBuuiillddiinnggss 22444400 EEll CCaammiinnoo RReeaall AAttaassccaaddeerroo,, CCAA GGBBTT SShheeeett MMeettaall GGaarrrreetttt MMaacciiaass A-3 16 PLOT DATE:7/1/2024 c a l i f o r n i a l i c e n s e #: C 3 0 5 3 1 e m a i l : c m i a r c h i t e c t @ g m a i l .c o m p h o n e : 8 0 5 . 4 5 9 . 2 8 4 9 a r c h i t e c t s e a l : 12/31/25 p r o j e c t t y p e : p r o j e c t a d d r e s s : c l i e n t : S h e e t T i t l e : S h e e t I n f o : S h e e t: REV:DESCRIPTION DATE LLiigghhtt IInndduussttrriiaall BBuuiillddiinnggss 22444400 EEll CCaammiinnoo RReeaall AAttaassccaaddeerroo,, CCAA GGBBTT SShheeeett MMeettaall GGaarrrreetttt MMaacciiaass A-4 17 N JP GGGGGM w / W w / WWM JP JP870 875868869871872873874875 8808748 7 6 8 7 7 878879869865867866GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGSSSSSSSSSSSSS50' 20'US HIGHWAY 101PORTION OF LOT 9 EL CAMINO REALN26°37'43"W 1529.82'MEXISTING OVERHEAD LINES EXISTING OVERHEAD LINES EXISTING OVERHEAD LINES EXISTING UNDERGROUND TELEPHONE EXISTING OVERHEADLINESPOSSIBLE HIGH PRESSURE GAS LINES EXISTING FENCE WITH CMU COLUMNS EXISTING RIGHT-OF-WAYFENCEEXISTING FENCE EXISTING FENCEEXISTING FENCEEXISTING EPEXISTING DRIVEWAY APPROACH EXISTING UNDERGROUND TELEPHONE PORTION OF LOT 8 DOCUMENT3# 2000-063255 PORTION OF LOT 8 DOCUMENT3# 2021-060551 896 OR 07 BLOCK 23 3AC MB 26 N26°37'43"W 60.02'MN63°22'17"E 150.00'M 100.00'M 50.00'M 50.00'M N63°22'17"E 361.75'M 311.75'MN29°41'20"W 99.13'MN63°22'39"E 217.04'M EXISTING SITE PLAN N JP GGGGGM w / W w / WWM JP JP870 875868869871872873874875 8808748 7 6 8 7 7 878879869865867866GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGSSSSSSSSSSSSS50'5'20'6"4'6'-4"2 0 ' 5'5' 9'9'8'9'9'9'9' 5'-4"4'18'11"51'4'3'15'22'-1 1/2"3'1'-6" 85'22'-6"85' 9'9'9'9'9'9' 5' 9'18'3'22'-1 1/2"15'3'4'11"9'9'18'5'25'-1 1/2"US HIGHWAY 101PORTION OF LOT 9 EL CAMINO REALN26°37'43"W 1529.82'MEXISTING OVERHEAD LINES EXISTING OVERHEAD LINES EXISTING UNDERGROUND TELEPHONE EXISTING OVERHEADLINESPOSSIBLE HIGH PRESSURE GAS LINES EXISTING RIGHT-OF-WAY FENCEEXISTING DRIVEWAY APPROACH EXISTING UNDERGROUND TELEPHONE 896 OR 07 N26°37'43"W 60.02'MN63°22'17"E 150.00'M 100.00'M 50.00'M 50.00'M N63°22'17"E 361.75'M 311.75'MN29°41'20"W 99.13'MN63°22'39"E 217.04'M BUILDING 2 LANDSCAPE AREA Decorative Landscape PaverLANDSCAPE AREAManufacturing & Processing Uses: 85' x 51' BUILDING 1 Manufacturing & Processing Uses: 85' x 51' Bicycle LANDSCAPE AREA LANDSCAPE AREATrash LANDSCAPE AREA LANDSCAPE AREA LANDSCAPE AREA LANDSCAPE AREA Manufacturing & Processing Storage Uses Decorative Landscape Paver FIRE HAMMERHEAD van motorcycleEV CHARGING ONLY EV EV CHARGING ONLY PROPOSED SITE PLAN Scale: 1/16 = 1'-0" PLOT DATE:7/1/2024 c a l i f o r n i a l i c e n s e #: C 3 0 5 3 1 e m a i l : c m i a r c h i t e c t @ g m a i l .c o m p h o n e : 8 0 5 . 4 5 9 . 2 8 4 9 a r c h i t e c t s e a l : 12/31/25 p r o j e c t t y p e : p r o j e c t a d d r e s s : c l i e n t : S h e e t T i t l e : S h e e t I n f o : S h e e t: REV:DESCRIPTION DATE LLiigghhtt IInndduussttrriiaall BBuuiillddiinnggss 22444400 EEll CCaammiinnoo RReeaall AAttaassccaaddeerroo,, CCAA GGBBTT SShheeeett MMeettaall GGaarrrreetttt MMaacciiaass A-5 Scale: 1/16 = 1'-0" 11 PROPERTY LINE BUILDING FOOTPRINT EXISTING POWER POLE ELECTRICAL PANEL BUILDING 1, SEE SHEET E1.1 FOR DETAILS ELECTRICAL PANEL BUILDING 2, SEE SHEET E1.1 FOR DETAILS GAS METER, SEE SHEET C-2.1 FOR UTILITY LINE DETAILS WATER METER, SEE SHEET C-2.1 FOR UTILITY LINE DETAILS CONCRETE AT DRIVEWAY & PARKING, SEE SHEET C-1.1 FOR DETAILS 4'-0" WIDE CONCRETE WALKWAY, SEE SHEET C-1.1 FOR DETAILS ACCESSIBILITY PATH STRIPING WITH A RAMP ON WALKWAY EACH SIDE, SEE SHEET C-1.1 FOR DETAILS NEW DRIVEWAY, SEE SHEET C-1.1 FOR DETAILS NEW STREET SIDEWALK, CURB, & GUTTER - SEE SHEET C-1.1 FOR DETAILS FULL SIZE 9'x18' PARKING STALL FULL SIZE 9'x18' HANDICAP PARKING STALL MOTORCYCLE PARKING STALL 6 STALL BICYCLE RACK DESIGNATED PARKING SPACES FOR ANY COMBINATION OF LOW-EMITTING, FUEL-EFFICIENT AND CARPOOL/VANPOOL VEHICLES NEW DRIVEWAY APPROACH - SEE SHEET C-1.1 FOR DETAILS 15''-0"x 6'-0" TRASH ENCLOSURE WITH (2) 6 CUBIC YARD DUMPSTER'S FOR BUILDING #1 & 2 A/C CONDENSERS FOR BUILDING #1 & #2 ENCLOSED BY 8'-0" HIGH CORRUGATE METAL SCREEN LANDSCAPE AREA NO PARKING IN FIRE LANE SIGN LOCATION - SEE A-17 FOR DETAIL 3'-0" HIGH WOOD FENCE ON 3'-0" CONCRETE RETAINING WALL SEE A-17 DETAILS 5'-6" HIGH WOOD FENCE ON TOP OF 6" CONCRETE DRIVEWAY CURB SEE A-17 DETAILS EXISTING 6'-0" HIGH CMU WALL ON NEIGHBORING PROPERTY EXISTING NON-NATIVE TREE TO BE REMOVED PG&E UTILITIES EASEMENT LANDSCAPE AREA WITH SHADE TREE CANOPY FOR PARKING AREAS TRASH ENCLOSURE CONSTRUCTED OF 8" CMU 6'-0" HIGH AS A CONTINUANCE OF RETAINING WALL ON PROPERTY LINE. SEE DETAIL 44/C-5.0. USE PRE-MANUFACTURED METAL GATES AT OPENING. UNAUTHORIZED VEHICLE SIGNAGE, LOCAL ENFORCEMENT AGENCY SHALL BE IDENTIFIED ON THE SIGN. SEE DETAIL ON SHEET A-17 FOR SIGNAGE EV CHARGING STATION SITE PLAN KEY NOTES 22 33 44 55 66 77 88 99 1010 1111 1212 1313 1414 1515 1616 1717 1818 1919 2020 2121 2222 2323 2424 1. REFER TO CIVIL PLANS FOR ALL UNDERGROUND UTILITIES. 2. REFER TO ELECTRICAL PLANS FOR MORE INFORMATION ON ELECTRICAL. 3. REFER TO PLUMBING PLANS FOR MORE INFORMATION ON PLUMBING. 4. REFER TO MECHANICAL PLANS FOR MORE INFORMATION ON MECHANICAL. 5. FIELD VERIFY DIMENSIONS - CONTRACTOR SHALL NOTIFY THE ARCHITECT IF THERE ARE ANY DISCREPANCIES. SITE PLAN GENERAL NOTES 2525 2525 11 11 2626 2626 1919 11 2424 11 2323 112424 2727 2727 2222 2828 3333 4455 66 77 8888 99 9999 1111 1111 1111 1818 13131313 1414 1414 1515 1616 17171717 2020 2020 2121 212121212121 2121 2121 2222 2828 2828 2828 2828 2323 2929 2929 3030 3030 3131 3131 18 N JP GGGGGGM w / W w / W w / W w / WWM JP JP870 875868869871872873874875874 8 7 6 8 7 7 878879869865867866GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGUS HIGHWAY 101PORTION OF LOT 9 EXISTING OVERHEAD LINES EXISTING OVERHEAD LINES EXISTING OVERHEADLINESPOSSIBLE HIGH PRESSURE GAS LINES EXISTING RIGHT-OF-WAY FENCEEXISTING UNDERGROUND TELEPHONE 896 OR 07 N26°37'43"W 60.02'MN63°22'17"E 150.00'M 100.00'M N63°22'17"E 361.75'M 311.75'MN29°41'20"W 99.13'MN63°22'39"E 217.04'M BUILDING 2 LANDSCAPE AREA Decorative Landscape PaverLANDSCAPE AREAManufacturing & Processing Uses: 85' x 51' BUILDING 1 Manufacturing & Processing Uses: 85' x 51' Bicycle LANDSCAPE AREA LANDSCAPE AREATrash LANDSCAPE AREA LANDSCAPE AREA LANDSCAPE AREA LANDSCAPE AREA Manufacturing & Processing Storage Uses Decorative Landscape Paver FIRE HAMMERHEAD van motorcycleEV CHARGING ONLY EV EV CHARGING ONLY ACCESSIBILITY SITE PLAN 60606060 7'-6"15' 6' 1'-6" 6' TRASH ENCLOSURE PLAN 60606060 6'60606060 TRASH ENCLOSURE FRONT ELEVATION TRASH ENCLOSURE SIDE ELEVATION PLOT DATE:7/1/2024 c a l i f o r n i a l i c e n s e #: C 3 0 5 3 1 e m a i l : c m i a r c h i t e c t @ g m a i l .c o m p h o n e : 8 0 5 . 4 5 9 . 2 8 4 9 a r c h i t e c t s e a l : 12/31/25 p r o j e c t t y p e : p r o j e c t a d d r e s s : c l i e n t : S h e e t T i t l e : S h e e t I n f o : S h e e t: REV:DESCRIPTION DATE LLiigghhtt IInndduussttrriiaall BBuuiillddiinnggss 22444400 EEll CCaammiinnoo RReeaall AAttaassccaaddeerroo,, CCAA GGBBTT SShheeeett MMeettaall GGaarrrreetttt MMaacciiaass A-6 11 ACCESSIBLE PATH OF TRAVEL FROM ADA PARKING & PUBLIC SIDEWALK TO BUILDING ENTRANCE. 4'-0" MIN. WIDTH CLEAR SPACE, 2% MAX. CROSS SLOPE, AND 5% SLOPE IN DIRECTION OF TRAVEL. Protruding objects shall not reduce the clear width for accessible routes. There shall be no vertical offset greater than 1/4" along the entire path of travel from the public way into the building. SEE ADA DETAILS SHEETS A-19, A-20, A-21. REFER TO CIVIL PLAN FOR SLOPES AND GRADES. ACCESSIBLE PARKING SPACE - SEE ADA DETAILS SHEETS A-19, A-20, A-21 ACCESSIBLE PARKING SPACE SITE SIGNAGE - SEE ADA DETAILS SHEETS A-19, A-20, A-21 ACCESSIBLE PARKING SIGNAGE MOUNTED ON BUILDING - SEE ADA DETAILS SHEETS A-19, A-20, A-21 ACCESSIBLE SITE SIGNAGE - SEE ADA DETAILS SHEETS A-19, A-20, A-21 CONCRETE ADA RAMP TO HANDICAP PARKING WITH (N) 3'x4' TRUNCATED DOMES Handrails shall be provided on both side of ramps. Handrails shall extend a minimum of 12" beyond the top nosing and 12" plus the tread width beyond the bottom nosing. Handrail gripping surfaces and any surface adjacent to them shall be free of sharp or abrasive elements and shall have rounded edges. - SEE ADA DETAILS SHEETS A-19, A-20, A-21 CONCRETE ADA RAMP WITH (N) 3'x2' Detectable warning textures - SEE ADA DETAILS SHEETS. 36” deep perpendicular to the curb and the turning space shall be a minimum of 36” wide without detectable warnings to allow for pedestrian travel without travelling over detectable warnings. Handrails shall be provided on both side of ramps. Handrails shall extend a minimum of 12" beyond the top nosing and 12" plus the tread width beyond the bottom nosing. Handrail gripping surfaces and any surface adjacent to them shall be free of sharp or abrasive elements and shall have rounded edges. Shall 24” wide extending the full length of public use areas of the platform. Truncated domes shall have a base diameter of 0.9" minimum and 0.92” maximum, a top diameter of 0.45" minimum and 0.47” maximum, and a height of 0.2”, a center-to-center spacing of nominal 2.3" minimum and 2.4” maximum and a base-to-base spacing of 0.65” minimum, measured between the most adjacent domes on a square grid. The detectable warning shall contrast visually with adjacent walking surfaces, either light on dark or dark on light. The material used to provide contrast shall be an integral part of the surface. Warning surfaces shall differ from adjoining walking surfaces in resiliency or sound on cane contact. Color shall be yellow conforming to Federal Color No.33538 of SAE AMSSTD-595A. PATH OF TRAVEL TO TRASH ENCLOSURE Trash enclosure doors complies with 11B-404 CBC Site Arrival Point - Public transportation stops, accessible parking and accessible passenger loading zones, and public streets or sidewalks, to the accessible building entrance they serve. Parking space identification signs shall include the International Symbol of Accessibility complying with 11B-703.7.2.1 in white on a blue background. Van parking spaces shall have additional language or an additional sign stating "Van-Accessible". Walks shall be provided with a level area not less than 60" by 60" at a door or gate that swings toward the walk and not less than 48" wide by 44" deep at a door or gate that swings away from the walk. ACCESSIBILITY SITE PLAN KEY NOTES 22 33 44 55 66 77 88 99 1010 1111 1212 Scale: 1/16 = 1'-0" 22 Accessible space servicing building #2 Accessible space servicing building #1 22 1111 1010 11 1111 1111 1212 121212121212 99 88 7777 55 44 44 Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" TRASH ENCLOSURE GATE 44 C-5.1 44 C-5.1 44 C-5.1 44 C-5.1 SIM 19 C-1.0TITLE SHEETDIAL TOLL FREE (1-800-642-2444) AT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT OF CALIFORNIA1"=50'SHEET INDEXCOUNTY OF SAN LUIS OBISPO, CALIFORNIAGRADING AND DRAINAGE PLANSFOR2440 EL CAMINO REALATASCADERO, CAAPN: 049-1441-023VICINITY MAPNOT TO SCALETRAFFIC WAYEL CAMINO REALPROJECTLOCATIONX:\02-Projects\09-2024 Projects\24031 - 2440 El Camino Real (Macias Commercial) SC-SLO\02-Civil\04-Drawings\Working Plan Set\24031_GP.dwg 7/01/24 04:42 PM YosimarRamos ClientDrawing TitleProject No.DrawnScaleDateCheckedNo.DateApproved24031-03/27/24YRYRAS SHOWNSheetOf10MACIAS LIGHT INDUSTRIAL BUILDINGS 2440 EL CAMINO REAL ATASCADERO, CA 93422 APN: 049-141-023Issuance or Revisions06/18/241ST SUBMITTAL1009 Morro Street, Suite 205 San Luis Obispo, CA 93401 (805) 489-9900 | www.praxisci.com PRAXISEngineeringE L C A M I N O R E A LAPN: 049 -141 -023···120 SSSSSSSSSSSSSSSSSSSSSSSSWWWWWWE L C A M I N O R E A L 0+901+002+004+0031 878708758808858908708758808858903+504+00C-2.0GRADING ANDDRAINAGEPLANDIAL TOLL FREE (1-800-642-2444) AT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT OF CALIFORNIARIGHT OF WAY CONSTRUCTION KEY NOTESX:\02-Projects\09-2024 Projects\24031 - 2440 El Camino Real (Macias Commercial) SC-SLO\02-Civil\04-Drawings\Working Plan Set\24031_GP.dwg 7/01/24 04:43 PM YosimarRamos ClientDrawing TitleProject No.DrawnScaleDateCheckedNo.DateApproved24031-03/27/24YRYRAS SHOWNSheetOf10MACIAS LIGHT INDUSTRIAL BUILDINGS 2440 EL CAMINO REAL ATASCADERO, CA 93422 APN: 049-141-023Issuance or Revisions06/18/241ST SUBMITTAL1009 Morro Street, Suite 205 San Luis Obispo, CA 93401 (805) 489-9900 | www.praxisci.com PRAXISEngineering MATCH LINE - SEE SHEET C-2.1TOP OF CURB PROFILE-EL CAMINO REALSTATION 3+80STATION 4+002SITE CONSTRUCTION KEY NOTES1234567821 SSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWW SS SS SS SS SS SS SS SS SSAA3+004+00>SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD 1122133345561615515111413877812141718191528558608658708758808858558608658708758808850+001+002+00C-2.1GRADING ANDDRAINAGEPLANDIAL TOLL FREE (1-800-642-2444) AT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT OF CALIFORNIASECTION A-AX:\02-Projects\09-2024 Projects\24031 - 2440 El Camino Real (Macias Commercial) SC-SLO\02-Civil\04-Drawings\Working Plan Set\24031_GP.dwg 7/01/24 04:43 PM YosimarRamos ClientDrawing TitleProject No.DrawnScaleDateCheckedNo.DateApproved24031-03/27/24YRYRAS SHOWNSheetOf10MACIAS LIGHT INDUSTRIAL BUILDINGS 2440 EL CAMINO REAL ATASCADERO, CA 93422 APN: 049-141-023Issuance or Revisions06/18/241ST SUBMITTAL1009 Morro Street, Suite 205 San Luis Obispo, CA 93401 (805) 489-9900 | www.praxisci.com PRAXISEngineeringSITE CONSTRUCTION KEY NOTES123456DRAINAGE CONSTRUCTION KEY NOTES10111213MATCH LINE - SEE SHEET C-2.1 14151631718781922 8608658708758808858908608658708758808858900+89.711+002+003+004+005+00E L C A M I N O R E A L C-2.2PROFILEAND SITESECTIONSDIAL TOLL FREE (1-800-642-2444) AT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT OF CALIFORNIASTATION 2+18X:\02-Projects\09-2024 Projects\24031 - 2440 El Camino Real (Macias Commercial) SC-SLO\02-Civil\04-Drawings\Working Plan Set\24031_GP.dwg 7/01/24 04:44 PM YosimarRamos ClientDrawing TitleProject No.DrawnScaleDateCheckedNo.DateApproved24031-03/27/24YRYRAS SHOWNSheetOf10MACIAS LIGHT INDUSTRIAL BUILDINGS 2440 EL CAMINO REAL ATASCADERO, CA 93422 APN: 049-141-023Issuance or Revisions06/18/241ST SUBMITTAL1009 Morro Street, Suite 205 San Luis Obispo, CA 93401 (805) 489-9900 | www.praxisci.com PRAXISEngineeringSTATION 3+00STATION 3+48STATION 4+00423 C-2.3CONSTRUCTIONDETAILSDIAL TOLL FREE (1-800-642-2444) AT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT OF CALIFORNIAX:\02-Projects\09-2024 Projects\24031 - 2440 El Camino Real (Macias Commercial) SC-SLO\02-Civil\04-Drawings\Working Plan Set\24031_GP.dwg 7/01/24 04:44 PM YosimarRamos ClientDrawing TitleProject No.DrawnScaleDateCheckedNo.DateApproved24031-03/27/24YRYRAS SHOWNSheetOf10MACIAS LIGHT INDUSTRIAL BUILDINGS 2440 EL CAMINO REAL ATASCADERO, CA 93422 APN: 049-141-023Issuance or Revisions06/18/241ST SUBMITTAL1009 Morro Street, Suite 205 San Luis Obispo, CA 93401 (805) 489-9900 | www.praxisci.com PRAXISEngineeringN.T.S.6" CRUB & GUTTER1N.T.S.DRAINAGE SWALE4TRENCH AND BACKFILL5CONCRETE HARDSCAPE DETAIL2CONCRETE PAVEMENT DETAIL3PERMEABLE PAVER DETAIL6BIORETENTION TYPICAL SECTION8PERMEABLE PAVER ADJACENT TO BUILDING95ROCK-LINED DISSIPATER7STORM DRAIN CLEANOUT10FRENCH DRAIN1112"36"2"LANDSCAPE PAVER12WITH STORAGEWITH NO STORAGE24 C-2.4STANDARDDETAILSDIAL TOLL FREE (1-800-642-2444) AT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT OF CALIFORNIAX:\02-Projects\09-2024 Projects\24031 - 2440 El Camino Real (Macias Commercial) SC-SLO\02-Civil\04-Drawings\Working Plan Set\24031_GP.dwg 7/01/24 04:44 PM YosimarRamos ClientDrawing TitleProject No.DrawnScaleDateCheckedNo.DateApproved24031-03/27/24YRYRAS SHOWNSheetOf10MACIAS LIGHT INDUSTRIAL BUILDINGS 2440 EL CAMINO REAL ATASCADERO, CA 93422 APN: 049-141-023Issuance or Revisions06/18/241ST SUBMITTAL1009 Morro Street, Suite 205 San Luis Obispo, CA 93401 (805) 489-9900 | www.praxisci.com PRAXISEngineering625 SDSDSDSDSDSDSDSDSSSSSSSSSSSSSSSSSSSSSSWWWWWWWSS SS SS SS E L C A M I N O R E A L C-3.0COMPOSITEUTILITY PLANDIAL TOLL FREE (1-800-642-2444) AT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT OF CALIFORNIAX:\02-Projects\09-2024 Projects\24031 - 2440 El Camino Real (Macias Commercial) SC-SLO\02-Civil\04-Drawings\Working Plan Set\24031_UTIL.dwg 7/01/24 04:45 PM YosimarRamos ClientDrawing TitleProject No.DrawnScaleDateCheckedNo.DateApproved24031-03/27/24YRYRAS SHOWNSheetOf10MACIAS LIGHT INDUSTRIAL BUILDINGS 2440 EL CAMINO REAL ATASCADERO, CA 93422 APN: 049-141-023Issuance or Revisions06/18/241ST SUBMITTAL1009 Morro Street, Suite 205 San Luis Obispo, CA 93401 (805) 489-9900 | www.praxisci.com PRAXISEngineeringUTILITY KEY NOTESOWTS ABANDONMENT NOTESTRENCH AND BACKFILL1SANITARY SEWER BACKWATER VALVE312"12'SANITARY SEWER CLEANOUT2726 SDSDSDSDSDSDSDSDE L C A M I N O R E A L14732061611121321 3434311158910151718192022232113C-4.0EROSIONCONTROL PLANX:\02-Projects\09-2024 Projects\24031 - 2440 El Camino Real (Macias Commercial) SC-SLO\02-Civil\04-Drawings\Working Plan Set\24031_ECP.dwg 7/01/24 04:46 PM YosimarRamos ClientDrawing TitleProject No.DrawnScaleDateCheckedNo.DateApproved24031-03/27/24YRYRAS SHOWNSheetOf10MACIAS LIGHT INDUSTRIAL BUILDINGS 2440 EL CAMINO REAL ATASCADERO, CA 93422 APN: 049-141-023Issuance or Revisions06/18/241ST SUBMITTAL1009 Morro Street, Suite 205 San Luis Obispo, CA 93401 (805) 489-9900 | www.praxisci.com PRAXISEngineeringEROSION CONTROL NOTESNOTE:SELECTED BMPS1234567891011121314151617181920212223DUST CONTROLWIND EROSION CONTROL: WE-1 (CASQA)·······················EROSION CONTROLEROSION CONTROL EC-4 (CASQA)4" MIN. 6" MAX. 12" MIN. VARIES 10' MIN.4"2"3'3'CONCRETEWASHOUTCONCRETE WASTE MANAGMENET WM-8FIBER ROLLSSE-5STABILIZED COSNTRUCTION ENTRANCE/EXITTC-1827 E L C A M I N O R E A L C-5.0DIAL TOLL FREE (1-800-642-2444) AT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT OF CALIFORNIA9SITE WALL PLANAND NOTESX:\02-Projects\09-2024 Projects\24031 - 2440 El Camino Real (Macias Commercial) SC-SLO\02-Civil\04-Drawings\Working Plan Set\24031_RW.dwg 7/01/24 04:47 PM YosimarRamos ClientDrawing TitleProject No.DrawnScaleDateCheckedNo.DateApproved24031-03/27/24YRYRAS SHOWNSheetOf10MACIAS LIGHT INDUSTRIAL BUILDINGS 2440 EL CAMINO REAL ATASCADERO, CA 93422 APN: 049-141-023Issuance or Revisions06/18/241ST SUBMITTAL1009 Morro Street, Suite 205 San Luis Obispo, CA 93401 (805) 489-9900 | www.praxisci.com PRAXISEngineering28 1112142423222131323444C-5.110SITE WALLTYPICALDETAILSX:\02-Projects\09-2024 Projects\24031 - 2440 El Camino Real (Macias Commercial) SC-SLO\02-Civil\04-Drawings\Working Plan Set\24031_RW.dwg 7/01/24 04:47 PM YosimarRamos ClientDrawing TitleProject No.DrawnScaleDateCheckedNo.DateApproved24031-03/27/24YRYRAS SHOWNSheetOf10MACIAS LIGHT INDUSTRIAL BUILDINGS 2440 EL CAMINO REAL ATASCADERO, CA 93422 APN: 049-141-023Issuance or Revisions06/18/241ST SUBMITTAL1009 Morro Street, Suite 205 San Luis Obispo, CA 93401 (805) 489-9900 | www.praxisci.com PRAXISEngineering29 2440 El Camino Real Atascadero, CA 93422 Tract: APN: MACIAS COMMERCIAL PROJECT: Garrett Macias 2440 El Camino Real Atascadero, CA 93422 These designs and drawings are CONFIDENTIAL and the exclusive property of OT Landscape + Planning and are not to be used, duplicated, or distributed without express permission. Copyright © 2023 OT Landscape + Planning. All rights reserved.LANDSCAPE + PLANNING Paso Robles, CA 93446 8 0 5 . 4 0 0 . 3 1 0 5 othomas.landscape@gmail.com instagram.com/OTBLandscape REVISIONS PERMIT NO.: PROJECT NUMBER SHEET NUMBERSTATE OF C A L IFO RNIAOWEN T HO MASDATE EXP. 7/31/24 SIGNATURELICENSED LAN D S CAPE AR C HITECT6624 6/17/2024 SCALE: ABBREVIATIONS / LEGEND AC AIR CONDITIONING UNIT CL CENTER LINE BC BOTTOM OF CURB BCR BEGINNING OF CURB RADIUS BOS BOTTOM OF SLOPE BS BOTTOM OF STEP EA EACH FF FINISH FLOOR FG FINISH GRADE FL FLOW LINE FC FACE OF CURB FG FINISH GRADE FL FLOW LINE FOC FACE OF CURB FS FINISH SURFACE FTG FOOTING GB GRADE BREAK GF GARAGE FLOOR HP HIGH POINT INV INVERT IR INNER RADIUS LA LANDSCAPE ARCHITECT OR OUTER RADIUS P/L PROPERTY LINE POB POINT OF BEGINNING R RADIUS R/W RIGHT OF WAY ROW RIGHT OF WAY RAD RADIUS SIM SIMILAR TF TOP OF FOOTING TG TOP OF GRADE TOC TOP OF CURB TOS TOP OF SLOPE TS TOP OF STEP TW TOP OF WALL TYP TYPICAL MACIAS COMMERCIAL LANDSCAPE CONSTRUCTION PLANS 2440 EL CAMINO REAL ATASCADERO, CA 93422 SHEET INDEX SHEET NUMBER SHEET TITLE L1 TITLE SHEET L2-L3 CONSTRUCTION PLAN L4 CONSTRUCTION DETAILS L5 CONSTRUCTION SPECIFCATIONS L6-L7 IRRIGATION PLAN L8-L10 IRRIGATION DETAILS L11 IRRIGATION SPECIFICATIONS L12-L13 PLANTING PLAN L14 PLANTING DETAILS L15 PLANTING SPECIFICATIONS CLIENT / APPLICANT GARRETT MACIAS 2440 EL CAMINO REAL ATASCADERO CA, 93422 LANDSCAPE ARCHITECT / PREPARER 1001 PIONEER TRAIL ROAD PASO ROBLES, CA 93446 TEL: 805.400.3105 EMAIL: OTHOMAS.LANDSCAPE@GMAIL.COM CONTACT: OWEN THOMAS N VICINITY MAP SCALE: NTS N SCALE: NTS PROJECT LOCATION SITE Know what's below. before you dig.Call ENLARGEMENT MAP LANDSCAPE + PLANNING L1 2023-004 TITLE SHEET PER PLAN BCOM24-0126 30 1 A 1 2 2 3 3 4 5 16 14 SDSD SD SD SD SD SD SD SD SD SD SD 515 11 11 13 5 SS SS SS SS SS SS W W W W WSSSSSSSSSSSSSSHIGHWAY 101BUILDING 1 BUILDING 2 PA PA PA PA B PA PA A B B B B B A 7 5 6 1 8 3 TYP. 9 10 10 9 8 C 2440 El Camino Real Atascadero, CA 93422 Tract: APN: MACIAS COMMERCIAL PROJECT: Garrett Macias 2440 El Camino Real Atascadero, CA 93422 These designs and drawings are CONFIDENTIAL and the exclusive property of OT Landscape + Planning and are not to be used, duplicated, or distributed without express permission. Copyright © 2023 OT Landscape + Planning. All rights reserved.LANDSCAPE + PLANNING Paso Robles, CA 93446 8 0 5 . 4 0 0 . 3 1 0 5 othomas.landscape@gmail.com instagram.com/OTBLandscape REVISIONS PERMIT NO.: PROJECT NUMBER SHEET NUMBERSTATE OF C A L IFO RNIAOWEN T HO MASDATE EXP. 7/31/24 SIGNATURELICENSED LAN D S CAPE AR C HITECT6624 6/17/2024 SCALE: Know what's below. before you dig.Call N SYMBOL LEGEND PAVING LEGEND TYP. CL SQ. ALIGN SIM. CENTERLINE SQUARE TYPICAL SIMILAR ALIGN WITH ADJACENT SURFACE STAIR RISER - SEE DETAIL PER PLAN CURB CORE LOCATIONS EXISTING AREA DRAINS. A PERMEABLE PAVING, REFER TO CIVIL'S PLANS FOR SPECIFICATIONS CONCRETE PAVING WITH SAWCUT JOINTS AND TOPCAST FINISH. COLOR TO BE NATURAL GRAY, NO COLOR, REFER TO CIVIL'S PLANS FOR THICKNESS AND SPECIFICATIONS 3" DEEP LAYER OF 3/8" GRAVEL, COLOR TO BE 'NAVAJO' AVAIL THRU STEVE SCHMIDT TOPSOIL 805.237.0174 GRAVEL TO BE PLACED OVER FILTER FABRIC B AC PA LP EQ. EQUAL PROPERTY LINE AIR CONDITIONING UNIT PLANTER AREA C L2 2023-004 CONSTRUCTION PLAN 1" = 10' BCOM24-0126 -SEE MATCHL INE -AASHEET L3 OF WORK. 9. UNLESS OTHERWISE SHOWN, ALL WALKS SHALL BE 3-1/2" THICK GRADES, AND/OR DIMENSIONS, THE WRITTEN INFORMATION SHALL 10. IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH WRITTEN NATURAL COLOR WITH A TOPCAST 25 FINISH. INSTALL EXPANSION JOINTS PER PLAN. TAKE PRECEDENCE. MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL FORMS 8. ALL CURVILINEAR WALKS, CURBS, HEADERBOARDS, AND WALLS SHALL SMOOTH GRADIENTS TO REDUCE DIPS, ABRUPT CHANGES AND SHARP 7. CONCRETE/HARDSCAPE SURFACES SHALL BE FORMED WITH LONG, SUFFICIENTLY COMPACT THE SUBGRADE AND PROVIDE SUBSURFACE 6. PRIOR TO PLACING CONCRETE OR AC, THE CONTRACTOR SHALL UNDER PAVED AREAS AS REQUIRED. REFER TO IRRIGATION PLANS. 5. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS 4. SEE GRADING PLANS FOR VERTICAL CONTROL, WHERE APPLICABLE. OTHER SUB-CONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR RESULT IN THE CONTRACTOR ASSUMING FULL RESPONSIBILITY FOR ALL THE CITY/COUNTY REP. FAILURE TO GIVE SUCH NOTIFICATION SHALL BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY AND/ OR GRADE DIFFERENCES EXIST THAT MAY HAVE NOT BEEN AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION GENERAL CONSTRUCTION NOTES TRANSITIONS. PREPARATION PER SPECIFICATIONS. OPERATIONS. NECESSARY REVISIONS. CONSTRUCTION NOTATION 1 EXISTING FENCING, NOT A PART TRASH ENCLOSURE, REFER TO ARCHITECTS PLANS PROPERTY LINE RIGHT OF WAY PRIVACY FENCE, SEE A/L4 BIO-SWALE, REFER TO CIVIL'S PLANS FOR GRADING INFO. REFER TO PLANTING PLAN FOR PLANT SELECTION RETAINING WALL, REFER TO CIVIL'S PLANS EROSION CONTROL STRUCTURE, REFER TO CIVIL'S PLANS ADA PARKING SPACE, REFER TO CIVIL'S PLANS REGARDING REQUIRED SIGNAGE AND STRIPING WHEEL STOP 2 3 4 5 6 7 8 9 10 31 A 1 2 1 3 5 5 6 3 1SDSD SDSDSD SD SD SD SD 13 13 10 5 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W EL CAMINO REALEXISTING NOT A PART BUILDING 1 PA PA PA B A B B B 2 5 7 1 3 4 TYP. 10 9 TYP. 5C 2440 El Camino Real Atascadero, CA 93422 Tract: APN: MACIAS COMMERCIAL PROJECT: Garrett Macias 2440 El Camino Real Atascadero, CA 93422 These designs and drawings are CONFIDENTIAL and the exclusive property of OT Landscape + Planning and are not to be used, duplicated, or distributed without express permission. Copyright © 2023 OT Landscape + Planning. All rights reserved.LANDSCAPE + PLANNING Paso Robles, CA 93446 8 0 5 . 4 0 0 . 3 1 0 5 othomas.landscape@gmail.com instagram.com/OTBLandscape REVISIONS PERMIT NO.: PROJECT NUMBER SHEET NUMBERSTATE OF C A L IFO RNIAOWEN T HO MASDATE EXP. 7/31/24 SIGNATURELICENSED LAN D S CAPE AR C HITECT6624 6/17/2024 SCALE: N SYMBOL LEGEND PAVING LEGEND TYP. CL SQ. ALIGN SIM. CENTERLINE SQUARE TYPICAL SIMILAR ALIGN WITH ADJACENT SURFACE STAIR RISER - SEE DETAIL PER PLAN CURB CORE LOCATIONS EXISTING AREA DRAINS. A PERMEABLE PAVING, REFER TO CIVIL'S PLANS FOR SPECIFICATIONS CONCRETE PAVING WITH SAWCUT JOINTS AND TOPCAST FINISH. COLOR TO BE NATURAL GRAY, NO COLOR, REFER TO CIVIL'S PLANS FOR THICKNESS AND SPECIFICATIONS 3" DEEP LAYER OF 3/8" GRAVEL, COLOR TO BE 'NAVAJO' AVAIL THRU STEVE SCHMIDT TOPSOIL 805.237.0174 GRAVEL TO BE PLACED OVER FILTER FABRIC B AC PA LP EQ. EQUAL PROPERTY LINE AIR CONDITIONING UNIT PLANTER AREA C Know what's below. before you dig.Call L3 2023-004 CONSTRUCTION PLAN 1" = 10' BCOM24-0126 -SEE MATCHL INE -AASHEET L2 OF WORK. 9. UNLESS OTHERWISE SHOWN, ALL WALKS SHALL BE 3-1/2" THICK GRADES, AND/OR DIMENSIONS, THE WRITTEN INFORMATION SHALL 10. IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH WRITTEN NATURAL COLOR WITH A TOPCAST 25 FINISH. INSTALL EXPANSION JOINTS PER PLAN. TAKE PRECEDENCE. MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL FORMS 8. ALL CURVILINEAR WALKS, CURBS, HEADERBOARDS, AND WALLS SHALL SMOOTH GRADIENTS TO REDUCE DIPS, ABRUPT CHANGES AND SHARP 7. CONCRETE/HARDSCAPE SURFACES SHALL BE FORMED WITH LONG, SUFFICIENTLY COMPACT THE SUBGRADE AND PROVIDE SUBSURFACE 6. PRIOR TO PLACING CONCRETE OR AC, THE CONTRACTOR SHALL UNDER PAVED AREAS AS REQUIRED. REFER TO IRRIGATION PLANS. 5. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS 4. SEE GRADING PLANS FOR VERTICAL CONTROL, WHERE APPLICABLE. OTHER SUB-CONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR RESULT IN THE CONTRACTOR ASSUMING FULL RESPONSIBILITY FOR ALL THE CITY/COUNTY REP. FAILURE TO GIVE SUCH NOTIFICATION SHALL BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY AND/ OR GRADE DIFFERENCES EXIST THAT MAY HAVE NOT BEEN AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION GENERAL CONSTRUCTION NOTES TRANSITIONS. PREPARATION PER SPECIFICATIONS. OPERATIONS. NECESSARY REVISIONS. CONSTRUCTION NOTATION 1 EXISTING FENCING, NOT A PART TRASH ENCLOSURE, REFER TO ARCHITECTS PLANS PROPERTY LINE RIGHT OF WAY PRIVACY FENCE, SEE A/L4 BIO-SWALE, REFER TO CIVIL'S PLANS FOR GRADING INFO. REFER TO PLANTING PLAN FOR PLANT SELECTION RETAINING WALL, REFER TO CIVIL'S PLANS EROSION CONTROL STRUCTURE, REFER TO CIVIL'S PLANS ADA PARKING SPACE, REFER TO CIVIL'S PLANS REGARDING REQUIRED SIGNAGE AND STRIPING WHEEL STOP 2 3 4 5 6 7 8 9 10 32 2440 El Camino Real Atascadero, CA 93422 Tract: APN: MACIAS COMMERCIAL PROJECT: Garrett Macias 2440 El Camino Real Atascadero, CA 93422 These designs and drawings are CONFIDENTIAL and the exclusive property of OT Landscape + Planning and are not to be used, duplicated, or distributed without express permission. Copyright © 2023 OT Landscape + Planning. All rights reserved.LANDSCAPE + PLANNING Paso Robles, CA 93446 8 0 5 . 4 0 0 . 3 1 0 5 othomas.landscape@gmail.com instagram.com/OTBLandscape REVISIONS PERMIT NO.: PROJECT NUMBER SHEET NUMBERSTATE OF C A L IFO RNIAOWEN T HO MASDATE EXP. 7/31/24 SIGNATURELICENSED LAN D S CAPE AR C HITECT6624 6/17/2024 SCALE: WOOD FENCEA L4 2023-004 CONSTRUCTION DETAILS PER PLAN BCOM24-01266"MIN.12" DIA. ELEVATION 24"/30" @GATE POSTSSECTION 1. 2x4 DADO (TOP RAIL) 2. 1x8 VERTICAL BOARDS LAPPED - 3/4" 3. 4x6 POST P.T.D.F. AT 8' O.C. 4. 1x4 BOTTOM TRIM 5. 2x10 KICKBOARD P.T.H.F. 6. FINISH GRADE 7. TOP OF FOOTING SHALL SLOPE TO DRAIN 8. CONCRETE FOOTING 9. CLASS II BASE 10. 1x4 TOP TRIM 11. 2x4 TOP & BOTTOM NAILER 12. PROPERTY LINE LEGEND NOTES A. WOOD POST TO BE PRESSURE TREATED, ALL OTHER WOOD MEMBERS TO BE REDWOOD. B. DO NOT STEP FENCE, FOLLOW GRADE WHERE NECESSARY C. WHEN INSTALLED ON WALL (REFER TO CIVIL ENGINEER FOR RETAINING WALLS) CONTRACTOR SHALL COORDINATE WITH MASON AND USE SIMPSON POST BASE. D. ALL HARDWARE SHALL BE HOT DIPPED GALVANIZED6'1 10 3 2 4 5 11 11 5 8 9 6 7 4 3 12 2 10 1 33 GENERAL NOTES 1.0 BIDS, CONTRACTS AND INSURANCE A. EACH BIDDER SHALL INSPECT THE SITE BEFORE SUBMITTING HIS BID. B. THE OWNER RESERVES THE RIGHT TO REJECT ANY OR ALL BIDS. C. SEPARATE CONTRACTS: THE OWNER RESERVES THE RIGHT TO LET OTHER CONTRACTS IN CONNECTION WITH HIS WORK. THE CONTRACTOR SHALL AFFORD OTHER CONTRACTORS REASONABLE OPPORTUNITY FOR THE EXECUTION OF THEIR WORK, AND SHALL PROPERLY COORDINATE HIS WORK WITH THEIRS. D. LIABILITY AND COMPENSATION INSURANCE: THE CONTRACTOR SHALL CARRY AND PAY FOR ADEQUATE LIABILITY AND COMPENSATION INSURANCE AND SHALL, IF REQUIRED, FURNISH THE OWNER WITH EVIDENCE TO THIS EFFECT. E. GUARANTEE BONDS: THE OWNER SHALL HAVE THE RIGHT, PRIOR TO THE SIGNING OF THE CONTRACT TO REQUIRE THE CONTRACTOR TO FURNISH BOND COVERING OF THE FAITHFUL PERFORMANCE OF THE CONTRACT AND THE PAYMENT OF ALL OBLIGATIONS ARISING THEREUNDER, IN SUCH FORM AS THE OWNER MAY PRESCRIBE AND WITH SUCH SURETIES AS HE MAY APPROVE. IF SUCH BOND IS REQUIRED, THE PREMIUM SHALL BE PAID BY THE OWNER. 2.0 PLANS AND PERMITS A. ALL CONSTRUCTION SHALL BE ACCORDING TO CONSTRUCTION DOCUMENTS AND SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE U.B.C. B. CORRELATION OF DRAWINGS AND SPECIFICATIONS: ANY WORK NOT ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REMOVED. C. DO NOT SCALE DRAWINGS. USE DIMENSIONS INDICATED. D. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE IMMEDIATE ATTENTION OF THE LANDSCAPE ARCHITECT. FAILURE TO DO SO WILL PLACE RESPONSIBILITY ON THE CONTRACTOR. E. PERMITS, FEES, ETC.: THE CONTRACTOR SHALL ARRANGE AND PAY FOR THE BUILDING PERMIT AND EACH SUBCONTRACTOR SHALL ARRANGE AND PAY FOR PERMITS FOR THEIR RESPECTIVE WORK. 3.0 EXECUTION A. CONTRACTOR TO VERIFY ON SITE, ALL DIMENSIONS AND LOCATION OF ANY UNDERGROUND UTILITIES. B. DEMOLITION AND REMOVALS SHALL PROCEED ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT/OWNER. C. CUT, CAP, OR PLUG, AS REQUIRED, THOSE UTILITY LINES SERVING THE AREA WITHIN THE PROJECT LIMITS SHALL REMAIN UNINTERRUPTED DURING THE WORK PROGRESS. D. CARE IS TO BE TAKEN NOT TO DEFACE, CRACK OR DAMAGE ANY EXISTING STRUCTURES, FENCES OR CONCRETE WORK. ALL DAMAGES TO BE REPAIRED AT THE CONTRACTOR'S EXPENSE. E. CUTTING AND PATCHING: THE CONTRACTOR SHALL DO ALL CUTTING, FITTING OR PATCHING OF HIS WORK THAT MAY BE REQUIRED TO MAKE IT COMPLETE AS SHOWN BY DRAWINGS AND SPECIFICATIONS. ANY COST CAUSED BY DEFECTIVE OR ILL-TIMED WORK SHALL BE BORNE BY THE PARTY RESPONSIBLE THEREFORE. F. CLEANING: IT SHALL BE THE DUTY OF EACH SUBCONTRACTOR TO REMOVE HIS OWN RUBBISH FROM THE PREMISES AND KEEP THE JOB CLEAN AT ALL TIMES. HE SHALL PROTECT WORK OF ALL OTHER CONTRACTORS. G. CONTRACTOR SHALL THOROUGHLY CLEAN UP SITE AND REMOVE ALL DEBRIS AND EXTRANEOUS MATERIAL FROM THE SITE PRIOR TO FINAL APPROVAL. H. CONDUCT OF THE WORK: THE CONTRACTOR SHALL, AT ALL TIMES, KEEP A COMPETENT FOREMAN ON THE JOB WHO SHALL BE IN CHARGE OF THE ENTIRE WORK INCLUDING THE WORK OF HIS SUBCONTRACTORS. HE SHALL BE RESPONSIBLE FOR ITS ACCURACY. 4.0 EXTRAS AND SUBSTITUTIONS A. ANY EXTRAS TO BE APPROVED IN WRITING BY THE OWNER PRIOR TO ANY CONSTRUCTION. B. THERE ARE TO BE NO SUBSTITUTIONS WITHOUT THE PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT. 5.0 PAYMENT LIEN RELEASES FOR THE COMPLETED WORK SHALL BE SUBMITTED PRIOR TO PAYMENT FOR SAID WORK. MASONRY SPECIFICATIONS 1.0 SCOPE OF WORK A. GENERAL: THIS WORK SHALL CONSIST OF FURNISHING ALL LABOR AND MATERIALS FOR CONSTRUCTION OR INSTALLATION OF ALL LABOR AND STRUCTURES, AND BRICK OR TILE AS DETAILED ON THE PLANS. B. WORK INCLUDES THE INSTALLATION OF ANCHORS AND INSERTS FURNISHED BY OTHER REQUIRED FOR OTHER TRADES, REINFORCEMENT STEEL, CONCRETE BASES OR FOOTINGS, AND STUCCO FINISHES. 2.0 MATERIALS A. REFER TO PLANS FOR SPECIFIC MATERIAL TYPES, COLORS FINISHES, ETC. B. CONCRETE MASONRY UNITS: CONFORM TO ASTM C90, GRADE N-II AND THE REQUIREMENTS OF THE QUALITY CONTROL STANDARDS OF THE CONCRETE MASONRY ASSOCIATION; AS MANUFACTURED BY ORCO BLOCK CO., OR EQUAL. C. PORTLAND CEMENT: CONFORM TO ASTM C150, TYPE I OR TYPE II, TYPE, LOW ALKALI. USE ONLY ONE BRAND THROUGHOUT WORK. PROVIDE WHITE CEMENT AS REQUIRED FOR USE IN COLORED MORTAR. D. HYDRATED LIME: CONFORM TO ASTM C207, TYPE S, AND CONTAINING 95% BY WEIGHT OF CALCIUM OXIDE. E. AGGREGATES: CONFORM TO ASTM C144. E.1. SAND: CONSIST OF FINE GRANULAR MATERIALS, (NOT LESS THAN 5% PASSING NO. 8 SIEVE), COMPOSED OF HARD, STRONG DURABLE MINERAL PARTICLES, FREE FROM INJURIOUS AMOUNTS OF SALINE, ALKALINE, ORGANIC OR OTHER DELETERIOUS SUBSTANCES. E.2. PEA GRAVEL: GRADED WITH NO MORE THAN 5% PASSING THE NO. 8 SIEVE AND WITH 100% PASSING THE 3/8" SIEVE. F. REINFORCING STEEL: NEW, TESTED DEFORMED BARS OF DOMESTIC MANUFACTURE CONFORMING TO ASTM 1615. G. WATER: CLEAN, POTABLE, FROM DOMESTIC SUPPLY. H. ADMIXTURE FOR MORTAR: "RED LABEL" USED IN ACCORDANCE WITH THE SPECIFICATIONS. I. MORTAR: FRESHLY PREPARED AND UNIFORMLY MIXED IN THE RATIO BY VOLUMES OF 1 PART CEMENT, 1/2 PART LIME PUTTY, 4 1/2 PARTS SAND. PUTTY SHALL BE OMITTED. MORTAR SHALL MATCH COLOR OF BLOCK, UNLESS OTHERWISE SPECIFIED. J. GROUT: FLUID CONSISTENCY AND MIXED IN THE RATIO BY PARTS SAND, 2 PARTS PEA GRAVEL. K. LIME PUTTY: ASTM C5, HIGH CALCIUM LIME, COMPLETELY SLAKED BEFORE USING. 3.0 EXECUTION A. EXECUTE WORK IN BEST WORKMANSHIP LIKE MANNER IN FULL COMPLIANCE WITH APPLICABLE BUILDING ORDINANCES. B. CONCRETE BLOCK SHALL BE LAID AS REINFORCED FILL CELL UNIT MASONRY. BLOCK SHALL BE LAID ON 3/8" THICK FULL MORTAR BED ON ALL WEBS AND FACE SHELLS. VERTICAL FACES OF HEAD JOINTS SHALL BE WELL BUTTERED TO A DEPTH OF 1 1/2" FROM EXTERIOR FACES AND ALL JOINTS SHALL BE SHOVED INTO PLACE, SO THE MORTAR BONDS WELL WITH BOTH BLOCKS. FURROWING OF THE MORTAR IS NOT PERMITTED. INTERSECTING MASONRY SHALL BE GROUTED IN 4'-0" MAXIMUM POURS. UNLESS OTHERWISE NOTED ON PLANS, ALL CELLS CONTAINING REINFORCING SHALL BE SOLID GROUTED. PUDDLE THE GROUT WITH A STICK IN EACH CELL, EACH TIME IT IS POURED, TO OBTAIN A COMPLETE FILLING OF THE VOIDS. RECONSOLIDATE ALL GROUT. RUN ALL HORIZONTAL BARS IN BOND BEAM BLOCK AND LAP AROUND CORNER AND AT ALL SPLICE 2'-0" MINIMUM. RUN ALL VERTICAL BARS IN OPEN END BLOCK. C. DO NOT START MASONRY IF THE HORIZONTAL OR VERTICAL ALIGNMENT OF THE FOUNDATION IS A MAXIMUM OF 1" TOTAL IN ERROR. D. ALL UNITS SHALL BE CLEAN WHERE LAID. CONCRETE UNITS SHALL BE DRY. BRICK SHALL BE WETTED BUT HAVE NO FREE MOVING WATER WHEN LAID. E. WHERE NO BOND PATTERN IS SHOWN ON THE PLANS, THE WALL SHALL BE RUNNING BOND. F. WHERE MASONRY UNIT CUTTING IS NECESSARY, MAKE ALL CUTS NEAT AND REGULAR, EDGES EXPOSED IN THE FINISHED WORK SHALL BE CUT WITH A POWER DRIVEN ABRASIVE SAW. G. MORTAR JOINTS SHALL BE STRAIGHT, CLEAN AND UNIFORM IN THICKNESS. UNLESS OTHERWISE SPECIFIED OR DETAILED, HORIZONTAL AND VERTICAL JOINTS SHALL BE APPROXIMATELY 3/8" THICK FOR PRECISION BLOCS. BRICK JOINTS TO BE 1/2" - 3/8" THICK WITH A MAXIMUM DEPTH OF 3/8" RAKE. H. UNLESS OTHERWISE SHOWN ON PLANS, EXPOSED WALLS SHALL HAVE DENSE, SLIGHTLY CONCAVE SURFACE WELL BONDED TO THE BLOCK AT THE EDGES. PERFORM TOOLING WHEN THE MORTAR IS PARTIALLY SET BUT STILL SUFFICIENTLY PLASTIC TO BOND. DO ALL TOOLING WITH A TOOL WHICH COMPACTS THE MORTAR, PRESSING THE EXCESS MORTAR OUT OF IT RATHER THAN DRAGGING IT OUT. WHERE WALL SURFACE IS TO BE PLASTERED, MAKE MORTAR JOINTS FLUSH WITH BLOCK FACE. I. IF IT IS NOT NECESSARY TO MOVE A BLOCK SO AS TO OPEN A JOINT, REMOVE THE BLOCK FROM THE WALL, CLEAN AND SET IN FRESH MORTAR. J. CONCRETE FOOTINGS TO ATTAIN 2800 PSI AT 28 DAYS (MAX. 4 1/2" SLUMP). K. THE OWNER'S REPRESENTATIVE IS TO BE NOTIFIED 24 HOURS PRIOR TO CONCRETE POUR IN ORDER THAT THE FORMS AND REINFORCEMENT MAY BE INSPECTED. L. CO-ORDINATE PLACEMENT OF WATER AND ELECTRICAL LINES PRIOR TO CONCRETE POUR. VERIFY LOCATION OF ALL P.V.C. SLEEVES AND ELECTRIC SOURCE FOR IRRIGATION CLOCK WITH LANDSCAPE CONTRACTOR. M. MASON TO BE RESPONSIBLE FOR SETTING ALL S.P.O.'S SWITCHES, AND J-BOXES FLUSH WITH STRUCTURE, AND FOR SETTING BOLTS, ANCHORS, AND INSERTS FOR ATTACHMENTS BY OTHER TRADES. N. PLACING REINFORCING STEEL: N.1. WHERE HORIZONTAL COURSES ARE TO BE FILLED, USE METAL STOPS. USE OF PAPER STOPS WILL NOT BE PERMITTED. ALL HORIZONTAL REINFORCING STEEL SHALL BE LAID IN A COURSE OF BOND BEAM BLOCK FILLED WITH MORTAR. N.2. CUT BRICK WITH POWER DRIVEN ABRASIVE SAW ONLY. CUT NEAT TRUE LINE WITHOUT CHIPS ON EXPOSED FACES, CONCEAL CUT FACES WHERE POSSIBLE, DO NOT LAY BRICKS LESS THAN 1/4 LENGTH IN EXPOSED WORK. IF ANY BRICK MUST BE REMOVED OR SHIFTED AFTER IT HAS BEEN LAID, REMOVE SETTING MORTAR, CLEAN BRICK THOROUGHLY, APPLY FRESH MORTAR AND RE-LAY. N.3. LAY MASONRY TRUE, LEVEL, AND PLUMB WITH ANGLE SQUARE IN ACCORDANCE WITH PLANS. O. SEAL BACK OF PLANTER WALLS WITH APPROVED ELASTOMERIC WATERPROOF MEMBRANE. P. BACKFILL BEHIND ALL WALLS AND MASONRY STRUCTURES, AS REQUIRED AND AS PER DETAILS. BACKFILL IN PLANTERS TO BE TOP GRADE SANDY LOAM TOPSOIL. SWALE EARTH FOR PROPER DRAINAGE. WHERE CONCRETE SLABS OCCUR NEXT TO WALLS, BACKFILL SHALL BE COMPACTED TO 90%. 4.0 CLEANING A. SPECIAL CARE SHALL BE USED TO PREVENT STAINING OF EXPOSED AND GROUT. ANY MORTAR OR GROUT WHICH COMES IN SUCH FACES SHALL BE PROMPTLY AND THOROUGHLY REMOVED BY AFFECTIVE AND APPROVED MEANS. B. ENTIRE SITE TO BE CLEANED AND ALL DEBRIS REMOVED PRIOR TO FINAL INSPECTION. WOODWORKING SPECIFICATIONS 1.0 SCOPE OF WORK A. GENERAL: THIS WORK SHALL CONSIST OF FURNISHING ALL LABOR AND MATERIAL FOR CONSTRUCTION OF OVERHEAD WOOD TRELLIS, FENCES, AND SCREENS, AS DETAILED ON THE PLANS. THE WORK DOES NOT INCLUDE POST FOOTINGS AND HARDWARE SET IN PAVED AREAS. B. COORDINATION: WOOD WORK CONTRACTOR SHALL LOCATE AND STAKE POST LOCATIONS FOR CONCRETE AND/OR MASONRY CONTRACTOR BEFORE PAVING OR MASONRY WORK IS BEGUN. C. SITE CONDITIONS: VERIFY ALL DIMENSIONS AND SITE CONDITIONS ON THE SITE PRIOR TO BEGINNING WORK. ANY DISCREPANCIES SHALL BE CALLED TO THE IMMEDIATE ATTENTION OF THE LANDSCAPE ARCHITECT. D. PERMITS: CONTRACTOR SHALL OBTAIN ALL BUILDING PERMITS AND APPROVALS. (REFER TO GENERAL NOTES). 2.0 MATERIALS A. GENERAL: ALL MATERIALS SHALL BE NEW AND PROPERLY GRADE-MARKED OR CERTIFIED. ONLY LUMBER CONSISTING OF SOUND WOOD, FREE OF DECAY, WARPING, SPLITS OR CHECKS WILL BE ACCEPTABLE. B. LUMBER: B.1. ALL LUMBER SIZES SHOWN ON THE PLANS OR SPECIFIED REFER TO NOMINAL SIZES AND THE AMERICAN STANDARD ROUGH AND DRESSED SIZES WILL BE ACCEPTED AS CONFORMING THERETO. B.2. DOUGLAS FIR SHALL BE OF THE SPECIES "PSEUDOTSUGA MENZIESII" AND SHALL BE GRADED IN ACCORDANCE WITH THE CURRENT STANDARD GRADING AND DRESSING RULES FOR DOUGLAS FIR ADOPTED BY THE WEST COAST BUREAU OF LUMBER GRADES AND INSPECTION. B.3. CEDAR SHALL BE OF THE SPECIES "CHAMAECYPARIS LAWSONIANA" AND SHALL BE GRADED IN ACCORDANCE WITH THE CURRENT GRADING AND DRESSING RULES. B.4. ALL WOOD BEARING ON CONCRETE OR MASONRY LESS THAN 4'-0" ABOVE GRADE SHALL BE PRESSURE TREATED. WOOD JOINTS OR THE BOTTOM OF WOOD FLOORS LESS THAN 18" ABOVE GRADE SHALL ALSO B PRESSURE TREATED. B.5. ALL STRUCTURAL MEMBER (I.E., BEAMS, RAFTERS, POSTS, JOINTS) TO BE DOUGLAS FIR NO. 1 OR BETTER UNLESS OTHERWISE NOTED. ALL LATH AND DECKING AS SPECIFIED. C. HARDWARE: C.1. NAILS TO BE GENERAL FRAMING COMMON OF STANDARD SIZE AND FORM, HOT DIPPED GALVANIZED OR ALUMINUM, UNLESS SPECIFICALLY NOTED. BOX NAILS WILL BE ACCEPTED. C.2. WASHERS TO BE REINFORCED MALLEABLE IRON, GALVANIZED. C.3. ALL BRACKETS AND HANGERS TO BE SIMPSON OR APPROVED EQUAL. 3.0 EXECUTION A. WORKMANSHIP: ALL WOODWORK SHALL BE CUT, FITTED, JOINTED TOGETHER, TIED, SET TO REQUIRED LINES AND LEVELS, SHORED IN PLACE ETC., IN A NEAT WORKMANLIKE MANNER TO THE ENTIRE SATISFACTION OF THE LANDSCAPE ARCHITECT. ALL SPLIT WOOD SHALL BE REMOVED AND REPLACED. B. BOLTING: HEADS AND NUTS OF MACHINE BOLTS AND NUTS OF CARRIAGE BOLTS SHALL HAVE WASHERS, EXCEPT AGAINST STEEL PLATES. BOLT, SPLICE AND HAND ALL BEAMS AS SHOWN ON DRAWINGS. CUT ALL BOLTS FLUSH WITH NUTS, PLAIN SMOOTH AND REMOVE ALL BURRS. HOLES FOR BOLTS SHALL BE BORED 1/32" TO 1/16" LARGER THAN NOMINAL BOLT DIAMETER. NAILS SHALL NOT BE INSTALLED CLOSER THAN 1/2 THEIR LENGTHS AND DRILLED HOLES, ONE SIZE SMALLER THAN NAIL SHANK, SHALL BE USED WHERE WOOD MEMBERS ARE LIABLE TO BE SPLIT BY NORMALLY DRIVEN NAILS. ALL NAILING SHALL BE IN ACCORDANCE WITH U.B.C. C. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC.,UNLESS SPECIFICALLY NOTED OR DETAILED. D. FINISHING: CONTRACTOR TO STAIN, PAINT OR SEAL WOOD. REFER TO DRAWINGS. PAINT ALL METAL TO MATCH WOOD FINISH UNLESS NOTED OTHERWISE WITH (1) COAT ZINC RICH PRIMER AND (2) COATS SEMI-GLOSS OIL BASE EXTERIOR PAINT. E. CLEANUP: CONTRACTOR SHALL DAILY REMOVE ALL RUBBISH, SCRAPS, EXTRANEOUS CONCRETE AND HARDWARE FROM THE PREMISES AND KEEP THE JOB REASONABLY CLEAN AT ALL TIMES. SPILLED OR OVERSPRAYED PAINT SHALL BE IMMEDIATELY CLEANED OFF OF FINISHED SURFACES TO THE LANDSCAPE ARCHITECT'S SATISFACTION. SPECIAL CARE SHALL BE EXERCISED TO PREVENT ACCUMULATIONS OF MATERIAL TO FORM A FIRE OR SAFETY HAZARD. TUBULAR STEEL 1.0 SCOPE OF WORK WORK INCLUDED: A. FURNISH AND INSTALL TUBULAR STEEL PER PLANS, DETAILS AND SPECIFICATIONS. RELATED WORK SPECIFIED IN THIS SECTION: 2.0 QUALITY ASSURANCE A. QUALIFICATIONS A.1. PERFORM SHOP WELDING ON THE PREMISES OF A FABRICATOR LICENSED BY THE CITY BUILDING AND SAFETY DEPARTMENT. A.2. PERFORM WELDING BY WELDERS APPROVED AND CERTIFIED IN ACCORDANCE WITH REQUIREMENTS OF AWS. B. REFERENCE STANDARDS B.1. "AISC" STEEL CONSTRUCTION MANUAL. B.2. "CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION". AWS F1.0 OF THE AMERICAN WELDING SOCIETY. B.3. "METAL FINISHES MANUAL", OF THE NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS (NAAMM). 3.0 SUBMITTALS A. SUBMIT COMPLETE SHOP DRAWINGS TO THE LANDSCAPE ARCHITECT AND/OR OWNER'S REPRESENTATIVE FOR REVIEW IN ADVANCE OF FABRICATION. A.1. SHOW DIMENSIONS, SITES, THICKNESSES, GAUGES, FINISHES, JOINING, ATTACHMENTS AND RELATIONSHIP TO ADJACENT WORK. A.2. WHERE WELDED CONNECTIONS, CONCRETE INSERTS, AND OTHER ITEMS ARE REQUIRED TO RECEIVE OTHER WORK, SHOW EXACT LOCATIONS REQUIRED. A.3. FOR STANDARD MANUFACTURED ITEMS, SUBMIT WORK SHEETS SHOWING ILLUSTRATED CUTS OF ITEMS TO BE FURNISHED, SCALE, DETAILS AND DIMENSIONS. 4.0 MATERIALS A. ROLLED STEEL SHAPES AND STEEL PLATES: ASTM A36. B. STEEL TUBING: ASTM A500 GRADE A, OR ASTM 1501 SEAMLESS - G.A. PER DETAILS. C. STEEL PIPE: ASTM A53, TYPE E OR S, GRADE A OR A120, GALVANIZED 6" DIAMETER. D. STEEL BOLTS: ASTM A307, GRADE A. E. WELDING RODS: CONFORM TO AWS REQUIREMENTS FOR INTENDED USE. F. CONCRETE INSERTS: AS INDICATED ON THE PLANS. G. SHOP PRIME-COAT PAINT: CONFORM TO EITHER FS TT-P-86 TYPE II FOR RED LEAD/ALKYD TYPE PAINT OR TO FS TT-P-45 FOR ZINC CHROMATE TYPE PAINT- (2) SHOP COATS. H. TOUCH-UP FOR GALVANIZED SURFACES: ALL STATE No. 321 GALVANIZING POWDER (30% TIN, 30% ZINC, 40% LEAD AND FLUX) AS MANUFACTURED BY ALL STATE WELDING ALLOYS CO., OR SPEED GALVANIZED BY W.D.L. CO. OR EQUAL. I. NON-SHRINK GROUT: MINI WAX CONSTRUCTION PRODUCTS DIVISION POR-ROCK, OR APPROVED EQUAL. J. METAL ENAMEL: FS TT-P-37C - (2 COATS). 5.0 FABRICATION A. CONFORM TO THE REQUIREMENTS OF THE REFERENCED STANDARDS. A.1. FOR MANUAL WELDING, USE LOW HYDROGEN TYPE E-7015 AND 7016 ELECTRODES. A.2. WELD PREHEAT SHALL BE DETERMINED FROM MILL REPORTS SHOWING THE CHEMICAL COMPOSITION OF THE REINFORCEMENT. B. SHOP PRIME ALL FERROUS ITEMS TO 1 MILL DRY COAT THICKNESS AFTER FABRICATION, DE-BURRING AND GRINDING SMOOTH WELDS AND ROUGH SPOTS. TOUCH-UP AFTER INSTALLATION. LEAVE IN PROPER CONDITION TO RECEIVE FINISH PAINTING. B.1. DO NOT PAINT REBAR AND STEEL SURFACES TO BE EMBEDDED IN OR BONDED TO CONCRETE. C. WELDS SHALL BE GROUND SMOOTHLY, ALL WELD SPATTER REMOVED AND WORK SHALL COMPLY WITH THE SPECIFICATIONS OF THE "AMERICAN WELDING SOCIETY." D. SUBCONTRACTOR TO PERFORM ALL THE ABOVE WORK IN ACCORDANCE WITH THE GOVERNING PLANS AND SPECIFICATIONS. 6.0 COORDINATION WITH OTHER WORK A. EXAMINE DRAWINGS AND SPECIFICATIONS, AND INCLUDE ALL MISCELLANEOUS METAL WORK WHICH IS NOT DISTINCTLY SPECIFIED IN OTHER SECTIONS. B. PROVIDE ALL CONNECTIONS, ANCHORS, BOLTS, WELDING, CUTTING, PUNCHING, DRILLING, TAPPING OR OTHER CONNECTION REQUIRED TO FIT MISCELLANEOUS METAL WITH OTHER WORK. C. PROVIDE ITEMS TO BE INSTALLED BY OTHER TRADES WELL IN ADVANCE, TO PERMIT PROPER SEQUENCING AND SCHEDULING OF OTHER WORK. 7.0 INSTALLATION A. MISCELLANEOUS METALWORK SHALL BE FREE FROM DEFECTS WHICH WOULD IMPAIR STRENGTH, DURABILITY AND APPEARANCE. B. ERECT PLUMB, STRAIGHT, TRUE AND ACCURATELY FIT IN PLACE BRACE, REINFORCE, AND ANCHOR IN PLACE. GRIND ALL FIELD WELDS. C. PROVIDE NON-SHRINK GROUTING OF ALL FRAMES, PLATES, SILLS, BOLTS AND OTHER ITEMS NOT DESIGNATED TO BE DONE BY OTHERS. D. CONCEAL ALL CONNECTIONS IN THE FINISHED WORK, WHERE POSSIBLE. EXPOSED SCREW CONNECTIONS SHALL BE ALLEN HEAD SCREWS MATCHING THE MATERIAL THEY FASTEN. E. SET BASE PLATE FOR SUPPORT POSTS., TRUE AND PLUMB IN CONCRETE FOOTING PER DETAILS. F. PROTECT ALL DISSIMILAR METALS FROM GALVANIC CORROSION BY PRESSURE TAPES, COATINGS, OR ISOLATORS. G. AFTER ERECTION, CLEAN OFF ALL RUST, SCALE AND OIL. CLEAN FIELD WELDS, BOLTS, AND ABRADED AREAS. TOUCH-UP ALL AREAS WITH THE SAME MATERIAL AS USED FOR THE SHOP COAT, LEAVING ALL SURFACES READY TO RECEIVE FINISH COATS. APPLY SECOND COAT OF PRIMER ON SITE. H. APPLY (2) COATS ZINC RICH PRIMER COAT AND TWO FINISH COATS OF EXTERIOR METAL ENAMEL TO METAL SURFACES, COLOR AS SELECTED BY OWNER'S REPRESENTATIVE. 8.0 REPAIR OF DEFECTS ALL DEFECTIVE OR DAMAGED WORK SHALL BE REPLACED, REMOVED AND REPAIRED AS DIRECTED BY THE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE AT NO COST TO THE OWNER. 9.0 CLEAN-UP A. CLEAN-UP AND REMOVE FROM THE SITE ALL UNUSED MATERIALS AND DEBRIS RESULTING FROM THE PERFORMANCE OF THIS WORK NOT LESS THAN ONCE A WEEK OR THE LAST WORKING DAY EACH WEEK. ALL TRASH SHALL BE REMOVED COMPLETELY FROM THE PROJECT SITE. B. TOUCHUP- CONTRACTOR SHALL CLEAN AND RETOUCH CONTRACTOR'S WORK AS NECESSARY, OR AS REQUIRED FOR FINAL APPROVAL BY THE LANDSCAPE ARCHITECT WITHIN 24 HOURS NOTICE. C. UNPAINTED SURFACE- CONTRACTOR SHALL LEAVE ALL SURFACES NOT TO BE PAINTED, PAVING, HARDWARE, OR PLANT MATERIALS FREE FROM ANY PAINT, STAIN, SPATTERING, SMEARS OR SMUDGES WHICH ARE THE RESULT OF THE CONTRACTORS OPERATION. D. LOCATION- CONTRACTOR SHALL NOT CLEAN EQUIPMENT AND BRUSHES OR DISPOSE OF THINNERS, PAINT OR OTHERS CHEMICALS IN AREAS TO BE PLANTED OR IN THE VICINITY OF EXISTING PLANTS. CONCRETE 1.0 SCOPE OF WORK FURNISH AND INSTALL ALL CONCRETE WORK COMPLETE AS INDICATED ON THE DRAWINGS AND SPECIFICATIONS INCLUDING, BUT NOT LIMITED TO: A. FURNISH AND SET ALL REINFORCING STEEL, BOLTS AND ANCHORS. B. INSTALL ALL ITEMS REQUIRED BY OTHER TRADES WHICH ARE TO BE CAST INTO CONCRETE. C. CONCRETE MOW CURBS, BANDING, OTHER FLATWORK, FOOTINGS, PADS AND SLABS FOR: WALLS, FENCING, CONTROLLERS, ETC., WHERE APPLICABLE. 2.0 GENERAL ALL REQUIREMENTS OF SUBSECTION 3.31, STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, SHALL APPLY EXCEPT AS SPECIFIED HEREIN. 2.1 INSPECTION OF SITE EXAMINE RELATED WORK AND SURFACES BEFORE STARTING WORK IN THIS SECTION. REPORT TO THE LANDSCAPE ARCHITECT IN WRITING, SITE CONDITIONS WHICH WILL PREVENT THE PROPER PROVISION OF THIS WORK. BEGINNING THE WORK IN THIS SECTION WITHOUT REPORTING UNSUITABLE CONDITIONS TO THE LANDSCAPE ARCHITECT CONSTITUTES ACCEPTANCE OF SITE CONDITIONS BY THE CONTRACTOR. ANY REQUIRED REMOVAL, REPAIR, OR REPLACEMENT OF THIS WORK CAUSED BY UNSUITABLE CONDITIONS SHALL BE DONE AT NO ADDITIONAL COST TO OWNER. 2.2 PROTECTION OF EXISTING CONDITIONS CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIONS. HE SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT EXISTING SITE CONDITIONS. SHOULD DAMAGE BE INCURRED, THIS CONTRACTOR SHALL REPAIR DAMAGE TO ITS ORIGINAL CONDITION OR FURNISH AND INSTALL EQUAL REPLACEMENT AT HIS OWN EXPENSE, TO THE SATISFACTION OF THE OWNER. 2.3 COORDINATION A. COOPERATION ON-SITE: COORDINATE AND COOPERATE WITH OTHER CONTRACTORS TO ENABLE THE WORK TO PROCEED AS RAPIDLY AND EFFICIENTLY AS POSSIBLE. B. WORK WITH OTHER TRADES: COORDINATE WITH GENERAL CONTRACTOR ITEMS OF OTHER TRADES TO BE FURNISHED AND SET IN PLACE. SUCH PORTIONS OF THEIR WORK AS ALL OR IN PART EMBEDDED, BUILT-IN, ATTACHED TO, OR SUPPORTED BY THE WORK SHALL BE EXECUTED BY THEM IN AMPLE TIME THAT PROGRESS OF THE WORK IS NOT DELAYED. ANY CUTTING OR PATCHING MADE NECESSARY TO COMPLY WITH THIS INJUNCTION SHALL BE DONE AT THE CONTRACTOR'S EXPENSE. 2.4 APPROVAL WHEREVER THE TERMS "APPROVE," "APPROVAL," OR "APPROVED" ARE USED IN THE SPECIFICATIONS, THEY MEAN APPROVAL OF THE LANDSCAPE ARCHITECT, THE OWNER'S REPRESENTATIVE OR THEIR FIELD REPRESENTATIVES, IN WRITING. 2.5 SUBMITTALS AFTER AWARD OF CONTRACT, CONTRACTOR SHALL SUBMIT FOR APPROVAL SAMPLES AND SPECIFICATIONS OF SPECIFIED ITEMS PRIOR TO BEGINNING WORK. APPROVED SAMPLES SHALL BE STANDARDS FOR COMPLETING WORK. SAMPLES SHALL CONSIST OF 3' SQUARE PANELS. CONTRACTOR SHALL PROVIDE ONE PANEL FOR EACH COLOR AND/ OR FINISH ON THE JOB SITE. EACH SAMPLE SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT. 2.6 SUBSTITUTIONS A. STANDARDS- SPECIFIC REFERENCE TO MANUFACTURES NAMES AND PRODUCTS SPECIFIED IN THIS SECTION ARE USED AS STANDARDS; THIS IMPLIES NO RIGHT TO SUBSTITUTE OTHER MATERIAL OR METHODS WITHOUT WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. B. APPROVAL- INSTALLATION OF ANY APPROVED SUBSTITUTIONS IS CONTRACTOR'S RESPONSIBILITY. ANY CHANGES REQUIRED FOR INSTALLATION OF ANY APPROVED SUBSTITUTION MUST BE MADE TO THE SATISFACTION OF LANDSCAPE ARCHITECT AND WITHOUT ADDITIONAL COST TO OWNER. APPROVAL BY LANDSCAPE ARCHITECT OF SUBSTITUTED MATERIALS AND/OR DIMENSIONAL DRAWINGS DOES NOT WAIVE THESE REQUIREMENTS. 2.7 WARRANTY IN ADDITION TO MANUFACTURERS' GUARANTEES OR WARRANTIES, ALL WORK SHALL BE WARRANTED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP BY CONTRACTOR. WARRANTY SHALL ALSO COVER REPAIR OF DAMAGE TO ANY PART OF THE PREMISES. 3.0 MATERIALS A. PORTLAND CEMENT SHALL CONFORM TO ASTM-C150, TYPE I OR TYPE II. B. CONCRETE AGGREGATE SHALL CONFORM TO ASTM-C33. WATER SHALL BE CLEAN, FREE FROM STRONG ACIDS, ALKALI, OIL OR ORGANIC MATTER. C. ADMIXTURE FOR ALL FORMED CONCRETE SHALL BE SIKA CHEMICAL CORP'S "PLASTIMENT", OR APPROVED EQUAL, APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. D. REINFORCEMENT: REINFORCING STEEL ASTM-A15 AND ASTM-A-305. WIREFABRIC: ASTM-A185 E. FORMS: E.1. LUMBER SHALL BE "CONSTRUCTION GRADE" DOUGLAS FIR E.2. PLYWOOD FOR FORMING OF CONCRETE WHICH IS EXPOSED SHALL BE PLYFORM. ALL PLYWOOD USED FOR FORMING SHALL BE AT LEAST 5/8 INCH THICK AND EDGE SEALED. F. EXPANSION JOINT FILLER SHALL CONFORM WITH ASTM-D1751 (PREMOLDED). G. PROVIDE CERTIFIED MILL TEST REPORTS OF THE CHEMICAL AND PHYSICAL PROPERTIES OF REINFORCING BARS AND WELDED WIRE FABRIC. G.1. REINFORCING BARS- DEFORMED BILLET-STEEL BARS CONFORMING TO ASTM A615, CLEAN AND FREE FROM RUST, SCALE, OR COATING THAT WILL REDUCE BOND. G.2. WELDED WIRE FABRIC G.2.1. CONFORM TO ASTM A185. TAGS DESIGNATING WIRE SIZE AND SPACING SHALL BE LEFT ON EACH ROLL UNTIL READY FOR USE. G.2.2. UNLESS OTHERWISE APPROVED WELDED WIRE MESH SHALL BE 6" X 6" No.10 No.10 CONTINUOUS. 4.0 CONCRETE A. QUALITY A.1. CONTRACTOR ASSUMES RESPONSIBILITY FOR THE DESIGN MIX AND GUARANTEES THE SPECIFIED ULTIMATE STRENGTH AS INDICATED OR SPECIFIED HEREIN. A.2. CONCRETE, MINIMUM 28-DAY ULTIMATE STRENGTH SHALL BE 2500 PSI. A.3. READY-MIXED CONCRETE SHALL CONFORM TO ASTM-C94. B. PROPORTIONS AND CONSISTENCY B.1. THE PROPORTIONS OF AGGREGATE TO CEMENT SHALL PROVIDE A DENSE MIXTURE WHICH WILL READILY WORK INTO ALL CORNERS OF THE FORMS AND AROUND ALL REINFORCEMENTS WITHOUT ANY SEGREGATION OF THE MATERIALS, CAUSE EXCESS FREE WATER TO COLLECT ON THE SURFACE OR CAUSE EXCESSIVE BLEEDING OF THE FORMS. B.2. THE RECOMMENDED PRACTICES OF THE AMERICAN CONCRETE INSTITUTE SHALL BE FOLLOWED IN ALL APPLICABLE PROCEDURES. THE MAXIMUM SLUMP SHALL NOT EXCEED (4") FOUR INCHES FOR FOOTINGS, SLABS ONGRADE, AND MASS CONCRETE; 5 INCHES FOR FOUNDATION WALLS. C. CONTROL- THE CONCRETE QUALITY, PROPORTIONS, CONSISTENCY, ETC., IS SUBJECT TO THE APPROVAL OF OWNER, AND NO CHANGES SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL. 5.1 FORMWORK A. FORMS FOR CONCRETE WORK SHALL BE EITHER METAL OR WOOD. FORMS THAT ARE WARPED OR THAT DO NOT HAVE A SMOOTH STRAIGHT UPPER EDGE SHALL NOT BE USED. FORMS SHALL BE SET WITH THE UPPER EDGE OF THE BOARD TRUE TO LINE AND GRADE AND SHALL BE STAKED RIGIDLY IN PLACE WITH STAKES SET NOT MORE THAN FOUR FEET (4') APART SO AS TO REMAIN IMMOVABLE THROUGHOUT THE CONSTRUCTION. ALL FORMS SHALL BE APPROVED BY LANDSCAPE ARCHITECT WITHIN A TOLERANCE OF ONE PERCENT (1%). NOTIFY LANDSCAPE ARCHITECT 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. ALL MATERIALS SHALL BE ACCURATELY AND SEPARATELY WEIGHTED AND MIXING SHALL CONTINUE UNTIL THE DISTRIBUTION OF MATERIAL IS UNIFORM AND THE MASS OF CONCRETE IS HOMOGENEOUS. B. TWO AND ONE-HALF (2 1/2) GALLONS OF WATER PER CUBIC YARD, SHALL BE WITHHELD FROM THE MIX AT THE PLANT, AND ALL OR A PORTION MAY BE ADDED TO THE MIX AT THE JOB SITE AS DIRECTED BY THE INSPECTOR. THE CONCRETE SHALL BE MIXED AT LEAST 5 MINUTES AFTER SUCH WATER IS ADDED AND NOT LESS THAN 3 MINUTES OF THIS TIME SHALL BE IMMEDIATELY PRIOR TO THE DISCHARGE OF THE BATCH. TOTAL MIXING TIME AFTER ADDING ORIGINAL WATER SHALL BE AT LEAST 15 MINUTES. C. CONCRETE WHICH IS NOT PLACED WITHIN 90 MINUTES AFTER THE INTRODUCTION OF CEMENT AND WATER, AND CONCRETE WHICH HAS STOOD FOR 30 MINUTES AFTER LEAVING THE MIXER, SHALL NOT BE USED. 5.2 REBAR A. REINFORCING BAR SHALL BE SPLICED WITH 30 BAR DIAMERS MINIMUM OVERLAP. 6.0 CONVEYING AND PLACING A. BEFORE POURING, ALL FORMS SHALL BE THOROUGHLY CLEANED AND MADE TIGHT. THE BOTTOM OF TRENCHES SHALL BE WETTED DOWN BEFORE POURING FOOTINGS; EARTH SHALL NOT BE MUDDY AT THE TIME OF POURING. CONCRETE SHALL NOT BE PLACED UNTIL REINFORCEMENTS, ROUGH HARDWARE, AND FORMS ARE APPROVED BY OWNER OR LANDSCAPE ARCHITECT. B. BEFORE DEPOSITING NEW CONCRETE AGAINST OLD CONCRETE, ALL LAITANCE SHALL BE REMOVED, AND THE SURFACES ROUGHENED TO EXPOSE THE EMBEDDED AGGREGATE. THE SURFACES SHALL THEN BE COVERED WITH CEMENT GROUT, USING THE SPECIFIED MIX WITH 1/2 OF THE COURSE AGGREGATE OMITTED, 1 1/2 INCHES THICK. C. CONVEYING AND PLACING OF CONCRETE SHALL BE DONE SO AS TO PREVENT SEPARATION OF INGREDIENTS, AND IN NO CASE SHALL THE FREE FALL EXCEED 6 FEET. TREMIES SHALL BE USED AS REQUIRED. SURFACES OF CONCRETE SHALL BE KEPT REASONABLY LEVEL, WITH A MINIMUM AMOUNT OF CONCRETE BEING ALLOWED TO FLOW AFTER BEING PLACED. PLACING SHALL BE PERFORMED AS A CONTINUOUS OPERATION UNTIL EACH SECTION IS COMPLETED. D. CONCRETE SHALL BE SPADED AND VIBRATED WITH MECHANICAL VIBRATORS TO A MAXIMUM SUBSIDENCE, WITHOUT SEPARATION OF INGREDIENTS. THE MOVING OF CONCRETE BY VIBRATION WILL NOT BE PERMITTED. 6.1 COLORED CONCRETE INTEGRAL COLOR SHALL BE PER PLAN WHERE APPLICABLE. 7.0 GROUTING A. GROUT SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT AND TWO PARTS OF FINE AGGREGATE BY VOLUME. MATERIALS SHALL BE MIXED DRY AND WATER ADDED JUST SUFFICIENT TO MAKE THE MIXTURE FLOW UNDER ITS OWN WEIGHT. 8.0 CURING AND PROTECTION A. ALL EXPOSED SURFACES OF CONCRETE SHALL BE PROTECTED FROM DAMAGE DUE TO TEMPERATURE, ELEMENTS, AND CONSTRUCTION OPERATIONS. B. CURING: B.1. ALL EXPOSED SURFACES OF CONCRETE SHALL BE PROTECTED FROM PREMATURE DRYING AND FRESHLY PLACED CONCRETE SHALL BE PROTECTED AGAINST WASH BY RAIN. ALL CONCRETE SHALL BE KEPT WET FOR A PERIOD OF TEN DAYS AFTER PLACING. B.2. ALL LIQUID CURING COMPOUNDS SHALL BE USED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND SHALL NOT BE USED ON SURFACES RECEIVING CONCRETE HARDENER. 9.0 DEFECTIVE CONCRETE A. CONCRETE WHICH IS NOT IN ACCORDANCE WITH THESE SPECIFICATIONS, OUT OF LINE, LEVEL, OR PLUMB; SHOWING STRUCTURAL CRACKS, ROCK POCKETS, VOIDS, SPALLS, HONEYCOMBING, EXPOSED REINFORCING OR OTHER DAMAGED SURFACES SHALL BE CONSIDERED AS DEFECTIVE. B. ALL FINES AND IRREGULARITIES SHALL BE REMOVED FROM EXPOSED CONCRETE SURFACES WHILE THE CONCRETE IS STILL GREEN. WHERE PATCHING IS REQUIRED, ALL LOOSE AND UNIFORM CONCRETE SHALL BE REMOVED PRIOR TO PATCHING. 10.0 CONCRETE FINISHES FLAT SURFACES SHALL BE SCREEDED TO THE REQUIRED LEVELS AND SLOPE AND THEN ANY EXCESS WATER OR LAITANCE REMOVED. CONCRETE SHALL BE COMPACTED WITH A GRID TAMPER AND THEN FLOATED TO A TRUE AND LEVEL SURFACE WITHIN THE TOLERANCE OF 1/8 INCH ALONG A 10 FOOT STRAIGHT EDGE. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE ON ALL FLATWORK. SEE PLANS FOR CONCRETE FINISH. 11.0 EXPANSION JOINTS CONTROL JOINTS AND OTHER EDGES SHALL BE FORMED IN FRESH CONCRETE USING A CLEAN EDGING OR JOINTING TOOL TO PROVIDE A SMOOTH UNIFORM FINISH. 12.0 CLEAN-UP UPON COMPLETION OF ALL CONCRETE WORK AND BEFORE FINAL ACCEPTANCE, CONTRACTOR SHALL REMOVE ALL TOOLS, SURPLUS MATERIALS, APPARATUS, DEBRIS, ETC., FROM THE SITE AND THE SITE SHALL BE LEFT IN A CLEAN, NEAT CONDITION ACCEPTABLE TO OWNER. NOTE: A. SPECIFICATIONS SHOWN ARE COMPREHENSIVE AND MAY NOT APPLY TO THIS SPECIFIC PROJECT. B. CONTACT THE LANDSCAPE ARCHITECT FOR ANY CONSTRUCTION, MATERIALS, AND EXECUTION SITUATIONS NOT COVERED IN THESE SPECIFICATIONS 2440 El Camino Real Atascadero, CA 93422 Tract: APN: MACIAS COMMERCIAL PROJECT: Garrett Macias 2440 El Camino Real Atascadero, CA 93422 These designs and drawings are CONFIDENTIAL and the exclusive property of OT Landscape + Planning and are not to be used, duplicated, or distributed without express permission. Copyright © 2023 OT Landscape + Planning. All rights reserved.LANDSCAPE + PLANNING Paso Robles, CA 93446 8 0 5 . 4 0 0 . 3 1 0 5 othomas.landscape@gmail.com instagram.com/OTBLandscape REVISIONS PERMIT NO.: PROJECT NUMBER SHEET NUMBERSTATE OF C A L IFO RNIAOWEN T HO MASDATE EXP. 7/31/24 SIGNATURELICENSED LAN D S CAPE AR C HITECT6624 6/17/2024 SCALE: L5 2023-004 CONSTRUCTION SPECIFICATIONS PER PLAN BCOM24-0126 34 1 A 1 2 2 3 3 4 5 16 SD 14 SDSD SD SD SD SD SD SD SD SD SD SD SD SD SD 515 11 11 13 5 SS SS SS SS SS SS SS W W W W W WSSSSSSSSSSSSSSSSSSHIGHWAY 101BUILDING 1 BUILDING 2 A8 DRIP 7.7 1" A7 DRIP 5.6 1" A10 DRIP 1.6 1" A5 BUBBLER 7.0 1" A9 BUBBLER 1.0 1" A6 DRIP 3.3 1" TEMP DRIP 5.9 1" IRRIGATION LEGEND SYM MFG MODEL GRISWOLD 2230 SERIES LINE SIZED - PRESS. REDUCING MASTER VALVE - SIZE PER P.O.C. NOTE HUNTER ICZ-101-HY-100 REMOTE CONTROL VALVE KIT W/IN JUMBO VALVE BOX (1" - UNDER 20 GPM / 1.5" - 20 GPM AND OVER) HUNTER ICV-AS-ADJ REMOTE CONTROL VALVE - W/ IN APPROVED VALVE BOX - SIZE PER PLAN HUNTER (2) PROS-06 W/ MSBN-50Q 0.50GPM STREAM BUBBLER NOZZLE WILKINS 1" 600 SERIES PRESSURE REGULATOR HUNTER 1" FLOW SENSOR W/ LOW FLOW BYPASS NIBCO T-113K GATE VALVE (LINE SIZED) 2" AND SMALLER. HUNTER ACC-1200 12 STATION BASE UNIT WITH A2M-600 6 STATION EXPANSION MODULES AS REQUIRED & SOLAR-SYNC-SEN. CONTACT DARYL GREEN (949) 584-7311 FOR ALL APPROPRIATE MODEL NUMBERS AND ADDITIONAL INFORMATION APPROVED CLASS 200 PVC LATERAL LINE (SIZE PER PLAN). APPROVED CLASS 200 TREE BUBBLER PVC LATERAL LINE (SIZE PER PLAN). APPROVED MAINLINE (1"-1 1/2" SCH 40 - 2"AND ABOVE CL. 315) - 24" COVER (SIZE PER PLAN). HUNTER INLINE DRIP TUBING: PLD-06 (0.6GPH EMITTERS SPACED AT 12" O.C. WITHIN TUBING) SPACE TUBING LINES AT 12" O.C. UNLESS OTHERWISE DIRECTED BY MANUFACTURER. INSTALL WITH TUBING STAPLES AT 4' O.C. USE BARBED FITTINGS FOR CHANGES IN DIRECTION. INSTALL 1" BELOW FINISHED GRADE. FOR PVC SUPPLY HEADER TO DRIP LINE TRANSITION, USE 3/4" COMBINATION TEE APPROVED SCHEDULE 40 PVC SLEEVE - 2X PIPE DIAMETER EXISTING DOMESTIC WATER METER FEBCO 825 Y A - REDUCED PRESSURE BACKFLOW PREVENTER - REFER TO P.O.C. NOTE FOR SIZE HUNTER HQ-44LRC 1" QUICK COUPLER W/ LOCKING COVER HUNTER PLDAVR AIR VAC. RELIEF VALVE (VERIFY LOCATION IN FIELD) LOCATE AT SYSTEM HIGH POINT HUNTER FLUSHING VALVE (VERIFY LOCATION IN FIELD) LOCATE AT SYSTEM LOW POINT HUNTER ECO INDICATOR - DRIP IRRIGATION SYSTEM INDICATOR (1) PER DRIP IRRIGATION VALVE AG. PRODUCTS MAINLINE COMBINATION AIR/VAC. RELIEF VALVE - A.R.V.Z - REFER TO NOTES BELOW FOR ADDITIONAL INFORMATION NOTES: MV A 73 M FS PR G.P.M. (GPH) A1 VALVE NO. HYDROZONE COMMENT AREA/QTY. CALL-OUT LEGEND NOTES: ·FOR DRIP VALVES, INSTALL BASKET STRAINER IN ITS OWN VALVE BOX. ·MAINLINE IS SHOWN IN CFD AREAS FOR CLARITY ONLY. LOCATE ALL H.O.A. MAINLINE INSIDE HOA MAINTINED AREAS AND 18" MIN. FROM BOTTOM OF SLOPE, MOW CURBS, OR EDGE OF PAVING. ·USE SWING CHECK WITH CONTROL VALVES LOCATED AT BOTTOM OF SLOPE ·USE SPRING CHECK WITH CONTROL VALVES LOCATED AT TOP OF SLOPE ·VALVE GPM/EMITTER QUANTITIES ARE ESTIMATES ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A SUFFICIENT NUMBER EMITTERS FOR PLANT MATERIAL SHOWN ON THESE PLANS. REFER TO DETAILS FOR EMITTER LAYOUT. CONTRACTOR SHALL ADJUST SYSTEM DESIGN AS REQUIRED TO MEET THE PLANT MATERIAL NEEDS. ·PROVIDE LINE SIZED AIR / VACUUM RELIEF VALVES AT MAINLINE HIGH POINTS AND ONE PER EVERY 1500 L.F. FOR AIR RELIEF. INSTALL IN 10" NDS ROUND VALVE BOX MARKED "AV" ·SHRUB AREAS: INSTALL DRIP TUBING 1" BELOW F.G. & STAPLE TO GROUND @ 36" O.C., COVER WITH WOOD MULCH. TURF AREAS: INSTALL DRIP TUBING @ 1" DEPTH BELOW F.G. ·CONTRACTOR SHALL VERIFY HIGH & LOW POINTS FOR LOCATIONS OF AIR/VACS. & FLUSH VALVES. ·ALL IRRIGATION IS DESIGNED FOR RECYCLED WATER USE. ALL PIPING, EMITTERS, BOXES, EQUIPMENT, ETC. SHALL BE PURPLE W/ RECYCLED WATER WARNING LABELS. ·ALL MASTER VALVES AND FLOW SENSOR WIRES SHALL BE INSTALLED / LOCATED WITHIN CONDUITS (SIZED ACCORDINGLY) ONE DIFFERENT COLOR SPARE WIRE TO BE INCLUDED INSIDE CONDUIT 1"VALVE SIZE2.6 LMD 1. CONTRACTOR TO INSTALL ALL IRRIGATION EQUIPMENT WITHIN LIMIT OF SITE WORK. SHOWN FOR CLARITY ONLY - IRRIGATION IS SCHEMATIC. 2. ALL LATERAL LINE AND MAINLINE INSTALLED UNDER PAVING TO BE PROVIDED WITH PIPE SLEEVING (2 TIMES LINE SIZE). 3. THE NUMBER OF EMITTERS INDICATED ON THESE PLANS ARE APPROXIMATE AND SHOULD BE VERIFIED IN THE FIELD BASED ON PLANTING INSTALLATION. CONTRACTOR SHALL REFER TO PLANTING PLAN AND DETERMINE EXACT NUMBER OF EMITTERS REQUIRED BASED ON EMITTER SCHEDULE ABOVE. 4. IRRIGATION CONTRACTOR SHALL COORDINATE WITH CONCRETE SUB FOR POT LOCATIONS DRAINAGE AND IRRIGATION STUB UPS PRIOR TO PAVING. 5. VALVE LOCATIONS ARE SHOWN SCHEMATICALLY. FINAL LOCATION SHALL BE APPROVED IN FIELD BY LANDS. ARCH. PRIOR TO INSTALLATION. IRRIGATION CONTRACTOR NOTES: 2440 El Camino Real Atascadero, CA 93422 Tract: APN: MACIAS COMMERCIAL PROJECT: Garrett Macias 2440 El Camino Real Atascadero, CA 93422 These designs and drawings are CONFIDENTIAL and the exclusive property of OT Landscape + Planning and are not to be used, duplicated, or distributed without express permission. Copyright © 2023 OT Landscape + Planning. All rights reserved.LANDSCAPE + PLANNING Paso Robles, CA 93446 8 0 5 . 4 0 0 . 3 1 0 5 othomas.landscape@gmail.com instagram.com/OTBLandscape REVISIONS PERMIT NO.: PROJECT NUMBER SHEET NUMBERSTATE OF C A L IFO RNIAOWEN T HO MASDATE EXP. 7/31/24 SIGNATURELICENSED LAN D S CAPE AR C HITECT6624 6/17/2024 SCALE: Know what's below. before you dig.Call N -SEE MATCHL INE -AASHEET L7 REFER TO SHEET L7 FOR THE IRRIGATION NOTES L6 2023-004 IRRIGATION PLAN 1"=10' BCOM24-0126 35 A 1 2 1 3 5 5 6 3 1SDSD SDSDSDSD SD SD SD SD SD 13 13 10 5 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W EL CAMINO REALEXISTING NOT A PART BUILDING 1 M A2 DRIP 7.7 1" DRIP A1 BUBBLER 3.0 1" MV FS PR A4 DRIP 2.3 1" A3 BUBBLER 4.0 1" IRRIGATION LEGEND SYM MFG MODEL GRISWOLD 2230 SERIES LINE SIZED - PRESS. REDUCING MASTER VALVE - SIZE PER P.O.C. NOTE HUNTER ICZ-101-HY-100 REMOTE CONTROL VALVE KIT W/IN JUMBO VALVE BOX (1" - UNDER 20 GPM / 1.5" - 20 GPM AND OVER) HUNTER ICV-AS-ADJ REMOTE CONTROL VALVE - W/ IN APPROVED VALVE BOX - SIZE PER PLAN HUNTER (2) PROS-06 W/ MSBN-50Q 0.50GPM STREAM BUBBLER NOZZLE WILKINS 1" 600 SERIES PRESSURE REGULATOR HUNTER 1" FLOW SENSOR W/ LOW FLOW BYPASS NIBCO T-113K GATE VALVE (LINE SIZED) 2" AND SMALLER. HUNTER ACC-1200 12 STATION BASE UNIT WITH A2M-600 6 STATION EXPANSION MODULES AS REQUIRED & SOLAR-SYNC-SEN. CONTACT DARYL GREEN (949) 584-7311 FOR ALL APPROPRIATE MODEL NUMBERS AND ADDITIONAL INFORMATION APPROVED CLASS 200 PVC LATERAL LINE (SIZE PER PLAN). APPROVED CLASS 200 TREE BUBBLER PVC LATERAL LINE (SIZE PER PLAN). APPROVED MAINLINE (1"-1 1/2" SCH 40 - 2"AND ABOVE CL. 315) - 24" COVER (SIZE PER PLAN). HUNTER INLINE DRIP TUBING: PLD-06 (0.6GPH EMITTERS SPACED AT 12" O.C. WITHIN TUBING) SPACE TUBING LINES AT 12" O.C. UNLESS OTHERWISE DIRECTED BY MANUFACTURER. INSTALL WITH TUBING STAPLES AT 4' O.C. USE BARBED FITTINGS FOR CHANGES IN DIRECTION. INSTALL 1" BELOW FINISHED GRADE. FOR PVC SUPPLY HEADER TO DRIP LINE TRANSITION, USE 3/4" COMBINATION TEE APPROVED SCHEDULE 40 PVC SLEEVE - 2X PIPE DIAMETER EXISTING DOMESTIC WATER METER FEBCO 825 Y A - REDUCED PRESSURE BACKFLOW PREVENTER - REFER TO P.O.C. NOTE FOR SIZE HUNTER HQ-44LRC 1" QUICK COUPLER W/ LOCKING COVER HUNTER PLDAVR AIR VAC. RELIEF VALVE (VERIFY LOCATION IN FIELD) LOCATE AT SYSTEM HIGH POINT HUNTER FLUSHING VALVE (VERIFY LOCATION IN FIELD) LOCATE AT SYSTEM LOW POINT HUNTER ECO INDICATOR - DRIP IRRIGATION SYSTEM INDICATOR (1) PER DRIP IRRIGATION VALVE AG. PRODUCTS MAINLINE COMBINATION AIR/VAC. RELIEF VALVE - A.R.V.Z - REFER TO NOTES BELOW FOR ADDITIONAL INFORMATION NOTES: MV A 73 M FS PR 1. INSTALL ALL IRRIGATION COMPONENTS ACCORDING TO LOCAL CODES AND ORDINANCES. 2. THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ANY AND ALL PERMITS AND ALL INSPECTIONS AS REQUIRED. 3. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY ENCROACHMENT INTO ADJACENT PROPERTY, R.O.W.'S, EASEMENTS, SETBACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED. 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL REPAIR/REPLACE AT NO ADDITIONAL COST TO THE OWNER, ANY DAMAGE TO UNDERGROUND UTILITIES THAT MAY OCCUR. 5. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY AND ALL DAMAGES TO OPERATIONS OR WORK OF OTHER CONTRACTORS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ACTIVITIES WITH ALL AGENCIES AND OTHER TRADES. 6. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO PROJECT LANDSCAPE ARCHITECT AND CITY INSPECTOR FOR DIRECTION. ANY CONTINUATION OF WORK IS AT THE CONTRACTOR'S RISK AND EXPENSE. 7. THE CONTRACTOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE HEALTHY GROWTH OF THE PLANT MATERIAL. AT NO TIME WILL THE CONTRACTOR APPLY WATER AT A RATE OF FREQUENCY WHICH CAUSES RUNOFF OR SOIL SATURATION. 8. REFER TO DETAILS AND SPECIFICATIONS FOR INSTALLATION OF ALL COMPONENTS. 9. THE WORK SHOWN ON THESE PLANS IS DIAGRAMATIC, ALL ITEMS, IE. CONTROLLERS, VALVES, MAINLINES, SLEEVES, WIRES, IRRIGATION HEADS, ETC... ARE SHOWN IN THIER APPROXIMATE LOCATIONS ONLY. DO NOT SCALE DRAWINGS, DETAIL DRAWINGS MAY CLARIFY LOCATION OF SOME ITEMS. THE CONTRACTOR SHALL NOT LOCATE ANY ITEMS WHERE IT IS OBVIOUS THAT THEY ARE IN CONFLICT WITH UNDERGROUND UTILITIES, STRUCTURES, OTHER IMPROVEMENTS, OR VEHICULAR OR PEDESTRIAN SAFETY CONSIDERATIONS. 10. ADJUST ALL HEADS FOR MINIMUM OVERSPRAY ON ANY NON-PLANTED AREAS AND COMPLETE COVERAGE OF LANDSCAPE AREAS. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING CONDITIONS (USE VARIABLE ARC NOZZLES AS NECESSARY). NO OVERSPRAY ONTO SIDEWALKS OR DRIVEWAYS. 11. LOCATE ALL SHRUB SPRAY HEADS 6" FROM EDGE OF PAVING. 12. DO NOT LOCATE ANY IRRIGATION HEADS CLOSER THAN 24" FROM HOUSE. 13. DO NOT USE FIXED RISERS IN TRAFFIC AREAS. 14. USE 6" POP-UP HEADS IN TURF AREAS, AND 12" POP-UP HEADS IN SHRUB AREAS 15. USE VARIABLE ARC NOZZLES FOR AREAS OTHER THAN 90, 180, OR 360 DEGREES. 16. SLEEVE IRRIGATION WIRING UNDER ALL PAVING. SLEEVE LATERALS UNDER ALL PAVING 3 FEET AND WIDER. SLEEVE MAINLINE UNDER ALL PAVING 3 FEET AND WIDER. ALL SLEEVES TO BE 2x SIZE OF PIPE TO BE SLEEVED. 17. USE CHECK VALVES AS REQ'D TO ELIMINATE LOW HEAD DRAINAGE. 18. PRESSURE COMPENSATING DEVICES SHALL BE USED ON ALL NOZZLES TO ELIMINATE FOGGING. 19. WHERE VERTICAL OBSTRUCTIONS IN THE LANDSCAPE AREA INTERFERE WITH THE SPRAY PATTERN OF ANY SPRINKLER RESULTING IN IMPROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL RECTIFY THE COVERAGE OF IRRIGATION, THE IRRIGATION CONTRACTOR SHALL RECTIFY THE SITUATION BY FIELD ADJUSTMENT TO THE IRRIGATION SYSTEM. THIS MAY REQUIRE THE ADDITION OF QUARTER CIRCLE SPRINKLERS TO EACH SIDE OF THE OBSTRUCTIONS OR OTHER MEASURES. ALL SUCH ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 20. PIPING AND WIRE CONDUIT PENETRATIONS THROUGH WALLS AND INSTALLATION OF ANY IRRIGATION EQUIPMENT UNDER PAVING MUST BE COORDINATED WITH THE GENERAL CONTRACTOR AND CONTRACTORS OF OTHER TRADES TO ELIMINATE PROBLEMS THAT MAY ARISE FROM INACCESSIBILITY OR DAMAGE TO ANOTHER TRADE'S WORK. IRRIGATION NOTES APPROXIMATE WATER PRESSURE ON-SITE: UNKNOWN IRRIGATION SYSTEM OPERATING PRESSURE (AS DESIGNED) 30 PSI A. PRESSURE TO BE VERIFIED IN-FIELD PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. B. IF ON-SITE PRESSURE IS DETERMINED TO BE LESS THAN REQUIRED OPERATING PRESSURE, A BOOSTER PUMP WILL BE REQUIRED. C. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT FOR ANY PRESSURE READINGS LOWER THAN REQUIRED SYSTEM OPERATING PRESSURE. IRRIGATION PRESSURE NOTE: CONTRACTOR SHALL ADJUST THE ABOVE SCHEDULE FOR THE ESTABLISHMENT PERIOD AS FOLLOWS: ·RUN ALL STATIONS USING THE ABOVE RUN TIME EACH DAY TO KEEP THE SOIL OPTIMALLY MOIST AT ALL TIME DURING THE FIRST 90 DAYS OF ESTABLISHMENT. ·ADJUST EACH STATION AS NECESSARY FOR ACTUAL SITE CONDITIONS. ·AT NO TIME SHALL RUN OFF BE PERMITTED. ADJUST START TIMES TO ACCOMMODATE LOCAL SOIL PROFILES. SMART CONTROLLER NOTE: ·THE ABOVE SCHEDULE IS A GUIDE ONLY. ·DO NOT OVERRIDE SMART CONTROLLER FUNCTIONS. ·CONTRACTOR SHALL FOLLOW MFG. INSTRUCTIONS FOR INPUT OF ALL IRRIGATION SYSTEM REQUIREMENTS FOR SCHEDULING, INCLUDING PREC. RATES, PLANT TYPES, SOIL PROFILE, SLOPE ETC. ·ALL WATERING SHALL TAKE PLACE BETWEEN THE HOURS OF 6PM TO 6AM. 1. ALL IRRIGATION OBSERVATIONS SHALL BE MADE BY THE LANDSCAPE ARCHITECT. CONTRACTOR SHALL REQUEST INSPECTION AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO TIME INSPECTION IS REQUESTED. 2.IRRIGATION OBSERVATION SEQUENCES ARE AS FOLLOWS: a. TESTING OF MAINLINE PRIOR TO BACKFILLING; b. INSTALLATION OF REMOTE CONTROL VALVES PRIOR TO SETTING OF VALVE BOXES; c. LATERAL LINE TRENCHING/ROUTING; d.INSTALLATION OF IRRIGATION CONTROLLERS AND CONTROLLER ENCLOSURES; e. SYSTEM WATER COVERAGE TEST(S) PRIOR TO PLANT MATERIAL INSTALLATION, BUT AFTER FINISH GRADING. WATER AUDITS SHALL BE PERFORMED BY A CERTIFIED LANDSCAPE IRRIGATION AUDITOR IN THE PRESENCE OF THE LANDSCAPE ARCHITECT IF REQUIRED BY AGENCY (AT LANDSCAPE ARCHITECTS'S ELECTION). f. TEST OF FULLY OPERATIONAL SYSTEM(S) AFTER COMPLETION OF PLANT MATERIAL INSTALLATION. CONTROLLER CHARTS ARE TO BE AVAILABLE FOR INSPECTION AT THIS TIME. 3.CONTRACTOR SHALL COMPILE A WRITTEN OBSERVATION REPORT FOR EACH VISIT BY THE LANDSCAPE ARCHITECT. A COPY OF SAID REPORT(S) SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT. 4.IN THE EVENT CONTRACTOR FAILS TO NOTIFY THE LANDSCAPE ARCHITECT FOR THE ABOVE LISTED OBSERVATIONS AND APPROVALS, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO PROVE THE WORK IS CERTIFIABLE BY THE LANDSCAPE ARCHITECT, INCLUDING BUT NOT LIMITED TO EXPOSING MAINLINE AND CONTROL WIRE, AND PRESSURE TESTING PER SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM SAID FAILURE TO NOTIFY. REQUIRED IRRIGATION OBSERVATION SEQUENCE -SEE MATCHL INE -AASHEET L6 2440 El Camino Real Atascadero, CA 93422 Tract: APN: MACIAS COMMERCIAL PROJECT: Garrett Macias 2440 El Camino Real Atascadero, CA 93422 These designs and drawings are CONFIDENTIAL and the exclusive property of OT Landscape + Planning and are not to be used, duplicated, or distributed without express permission. Copyright © 2023 OT Landscape + Planning. All rights reserved.LANDSCAPE + PLANNING Paso Robles, CA 93446 8 0 5 . 4 0 0 . 3 1 0 5 othomas.landscape@gmail.com instagram.com/OTBLandscape REVISIONS PERMIT NO.: PROJECT NUMBER SHEET NUMBERSTATE OF C A L IFO RNIAOWEN T HO MASDATE EXP. 7/31/24 SIGNATURELICENSED LAN D S CAPE AR C HITECT6624 6/17/2024 SCALE: Know what's below. before you dig.Call N REFER TO SHEET L6 FOR THE IRRIGATION LEGEND NOTES & CALCS L7 2023-004 IRRIGATION PLAN 1"=10' BCOM24-0126 36 3" IN PLANT AREAS 1" IN LAWN AREAS 12" MIN24"12"FLOW NOTES A. INSTALL CONTROL VALVES A MINIMUM OF 24" FROM STRUCTURES OR HARDSCAPE B. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. C. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPE D. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. E. ATTACH VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER TO CONTROL WIRE. F. INSTALL ONE VALVE PER BOX ONLY. 1. VALVE BOX AND COVER (CARSON OR APPROVED EQUAL) HEAT STAMP WITH VALVE NO. PER DETAIL 2. TO SPRINKLER - ANGLE PIPE TO SPECIFIED DEPTH WITH 45 DEGREE ELBOWS 3. SCHEDULE 40 PVC MALE ADAPTOR 4. SCHEDULE 80 PVC UNION 5. SCHEDULE 80 PVC CLOSE NIPPLE 6. WATER PROOF CONNECTORS 7. ELECTRIC CONTROL VALVE 8. FINISH GRADE 9. PIG TAIL EXPANSION LOOP (MIN. 24" LONG) 10. SCHEDULE 40 PVC SxSxT TEE 11. SCHEDULE 80 PVC CLOSE NIPPLE 12. 3/4" DIAMETER WASHED CRUSHED AGGREGATE 13. SCHEDULE 80 PVC NIPPLE (MAINLINE SIZE) 14. CONTROL & COMMON WIRES 15. PRESSURE SUPPLY LINE (PURPLE IF RECYCLED) 16. VALVE I.D. TAG WITH VALVE NUMBER IMPRINT 17. 1/4" MESH GALVANIZED SCREEN LEGEND1 9 7 16 11 17 12 13 14 15 10 854236 1" IN TURF 3" IN SHRUB 5X PIPE DIA. MINIMUM 1. ROUND PLASTIC VALVE BOX W/ 2- 6" EXTENSIONS AND LOCKING COVER - BRAND LID 'FS' 2. FINISH GRADE 3. WATERPROOF CONNECTION- 3M SERIES 3500 SCOTCH-LOK OR EQUAL. 4. TWO CONDUCTOR SHIELDED CABLE- ROUTE TO CONTROLLER VIA. CONDUIT. 5. FLOW SENSOR- PER PLAN 6. VALVE BOX EXTENSION 7. PEA GRAVEL DRAIN SUMP - 30" DIA. X 6" DEEP MIN. LEGEND 1 2 6 7 3 4 5 10X PIPE DIA. MINIMUM 1" IN LAWN AREAS 3" IN PLANT AREAS 6"18" MIN.NOTES: A. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX B. INSTALL ISOLATION VALVE BEFORE EACH GROUP OF VALVES 1. ROUND PLASTIC VALVE BOX COVER SHALL BE MARKED "BV" FOR BALL VALVE, "GV" FOR GATE VALVE. CONTRACTOR TO HEAT STAMP ONTO VALVE COVER LID 2. FINISH GRADE 3. ISOLATION VALVE WITH ID TAG 4. 3/4" WASHED CRUSHED AGGREGATE BASE 5. SCHEDULE 40 PVC MALE ADAPTERS 6. BRICK SUPPORTS (2) TOTAL 7. 10" SCHEDULE 40 PIPE EXTENSION LEGEND 4 5 3 6 21 4 7 3" IN LAWN AREAS 1" IN LAWN AREAS 18" MINIMUM12" MIN.18"MAX. 6"MIN. NOTES A. PLACE STABILIZER PRIOR TO INSTALLATION OF VALVE BOX B. VALVE BOX COVER TO BE PURPLE FOR RECYCLED WATER SYSTEMS. 1. STRUCTURE OR HARDSCAPE 2. PLASTIC VALVE BOX & COVER- COVER SHALL BE HEAT STAMPED WITH LETTERS "QC" INTO COVER BY CONTRACTOR 3. FINISH GRADE 4. QUICK COUPLING VALVE WITH I.D. TAG 5. STAINLESS STEEL SCREW, CLAMP IN MINIMUM (3) PLACES 6. 3/4" DIAMETER WASHED CRUSHED AGGREGATE 7. BRASS NIPPLE 8. BRASS NIPPLE - 6" LONG 9. BRASS 90 DEGREE ELBOW 10. BRASS 90 DEGREE STREET ELBOW 11. BRASS 90 DEGREE STREET ELBOW 12. PRESSURE SUPPLY LINE FITTING 13. PRESSURE PURPLE SUPPLY LINE 14. #4 REBAR STAKE (24" LONG) 15. 1/4" MESH GALVANIZED SCREEN LEGEND1 15 6 9 10 1413 23 12 11 4 5 7 8 5 6 7 8 1 32 4 1. FINISH GRADE 2. PVC DRIP MANIFOLD PIPE 3. BALL VALVE: HOA OR PUBLICLY MAINTAINED SYSTEMS TO BE PVC 1" X 3/4" TRUE UNION BALL VALVE, HOMOWNER OR PRIVATE SYSTEMS RAINBIRD BALL VALVE WITH MANUAL ON/OFF VALVE 4. MALE X BARB ADAPTER 5. BLANK TUBING 6. 6" VALVE BOX WITH COVER 7. 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL 8. BRICK (1 OF 2) LEGEND SIDE VIEW FRONT VIEW 1. CONTROLLER ENCLOSURE, STAINLESS STEEL 14 GAUGE 2. 120-VOLT SERVICE IN CONDUIT 3. POURED CONCRETE BASE, 6" MINIMUM THICKNESS. EXTEND CONCRETE 6" BEYOND OUTSIDE DIMENSIONS OF ENCLOSURE WITH .05% SLOPE FOR DRAINAGE 4. PVC LONG SWEEP ELBOW, SIZE AS REQUIRED 5. DIRECT BURIAL CONTROL WIRES TO CONTROL VALVES 6. FINISH GRADE 7. CONTROLLER SUBASSEMBLY (CSA) INCLUDES GFI AND TERMINAL STRIPS WITH PLACARDS, ON/OFF SWITCH, DOUBLE RECEPTACLE (120V) 8. AUTOMATIC CONTROLLER, MOUNTED ON 1" RUBBER GROMMETS 9. RAIN SENSOR, MOUNTED TO SIDE OF CABINET IN ROUND STAINLESS STEEL CONTAINER OPEN TO SKY LEGEND 8 3'-0" 1 3 5 4 7 6 2 3 1 9 8 TRENCHINGA 6" MIN.30" MIN. (SEE NOTES)2"12" TYP.12"1 2 7 3 4 5 6 NOTES: A. PIPE UNDER ROADWAYS SHALL BE INSTALLED 36” DEEP, SLEEVED AND IDENTIFIED WITH MARKING TAPE INSTALLED 12” BELOW THE SURFACE. B. IDENTIFY TYPE OF LINE WITH APWA STANDARD “CAUTION WATERLINE BURIED BELOW” IN BLUE OR “CAUTION RECYCLED WATERLINE BURIED BELOW” IN PURPLE. C. SLEEVES FOR IRRIGATION LINES UNDER PAVING AND ROADWAYS SHALL BE SCHEDULE 40 PVC, TWO TIMES THE DIAMETER OF THE PIPE BEING SLEEVED.MIN 2” SLEEVE SIZE, ALSO FOR WIRE ONLY SLEEVES, FOR POSSIBLE FUTURE USE. SLEEVES SHALL EXTEND A MINIMUM 12” INTO PLANTERS. D. FOR RECYCLED WATER SYSTEMS SLEEVES SHALL BE PURPLE IN COLOR 1. HARDSCAPING 2. CLEAN BACKFILL (SEE SPECS FOR MATERIAL) 90% COMPACTION REQUIRED 3. SAND 4. NON-PRESSURE LATERAL LINE SLEEVE, 2X DIAMETER OF NON-PRESSURE LATERAL LINE 5. CONTROL WIRE SLEEVE (SIZE PER PLAN) INSTALL ADJACENT TO PRESSURE SUPPLY LINE, 2" SLEEVE SIZE 6. PRESSURE SUPPLY LINE SLEEVE, SIZE 2X DIAMETER OF PRESSURE SUPPLY LINE. MINIMUM 2" SLEEVE SIZE 7. RECYCLED WATER WARNING TAPE, IF APPLICABLE, 12' BELOW FINISH SURFACE LEGEND 1. MULCH BED 2. FINISH GRADE 3. PRESSURE SUPPLY LINE 4. REMOTE CONTROL VALVE (REFER TO PLAN) 5. SOLENOID WIRES - PIGTAIL EACH 36" LONG 6. VALVE ID TAG WITH VALVE NUMBER IMPRINT 7. PRESSURE REGULATOR - REFER TO PLAN 8. 3/4" CRUSHED ROCK 9. BRICKS (4 REQ'D.) 10. RECTANGULAR PLASTIC VALVE BOX (SIZE AS REQUIRED) 11. PVC UNION FOR SERVICING ASSEMBLY 12. IN-LINE FILTER - REFER TO PLAN - WITH 150 MESH SCREEN 13. 1/4" MESH GALVANIZED SCREEN LEGEND1 6 11 3 9 8 13 2 10 12 4 7 5 2440 El Camino Real Atascadero, CA 93422 Tract: APN: MACIAS COMMERCIAL PROJECT: Garrett Macias 2440 El Camino Real Atascadero, CA 93422 These designs and drawings are CONFIDENTIAL and the exclusive property of OT Landscape + Planning and are not to be used, duplicated, or distributed without express permission. Copyright © 2023 OT Landscape + Planning. All rights reserved.LANDSCAPE + PLANNING Paso Robles, CA 93446 8 0 5 . 4 0 0 . 3 1 0 5 othomas.landscape@gmail.com instagram.com/OTBLandscape REVISIONS PERMIT NO.: PROJECT NUMBER SHEET NUMBERSTATE OF C A L IFO RNIAOWEN T HO MASDATE EXP. 7/31/24 SIGNATURELICENSED LAN D S CAPE AR C HITECT6624 6/17/2024 SCALE: SLEEVINGB FLOW SENSORC ISOLATION VALVED QUICK COUPLERE REMOTE CONTROL VALVEF REMOTE CONTROL VALVE - DRIPG FLUSH VALVES - DRIPH CONTROLLER WITH PEDESTALI 18" MIN.(SEE NOTES)12" MIN.6" MIN. NOTES: A. PROVIDE AN 24" LOOP OF CONTROL WIRE AT ALL 90 DEGREE CHANGES IN DIRECTION B. NO SPLICING C. FOR RECYCLED WATER IRRIGATION SYSTEMS, PIPE SHALL BE PURPLE 1. FINISH GRADE 2. CLEAN BACKFILL (SEE SPECS FOR MATERIAL) 90% COMPACTION REQUIRED 3. NON-PRESSURE LATERAL LINE 4. PRESSURE SUPPLY (MAINLINE) 5. FOR NEW LINES, PROVIDE 2" OF CLEAN BEDDING 6. CONTROL WIRES, LOCATE THEM IN CONDUIT PER IRRIGATION PLAN AND INSTALL BELOW PRESSURE SUPPLY LINE 7. IF APPLICABLE, RECYCLED WATER WARNING TAPE. INSTALL 12" BELOW FINISH SURFACE LEGEND 6 5 4 7 2 1 3 L8 2023-004 IRRIGATION DETAILS N/A BCOM24-0126 37 12" FERTILIZER INJECTORSFIDW (STA NO.) FVA DW DW DW DW QC SB MV DW DW DW DW DW GV MS GR FS REMOTE CONTROL VALVES FLUSH VALVE ASSEMBLY QUICK COUPLERS SPLICE BOX MASTER VALVE GROUNDING RODS MOISTURE SENSORS GATE VALVES FLOW SENSORS ARVABBREVIATION CCCEQUIPMENTCONTROLLERDOMESTICDW DW DW BS BWATER LEGEND24"COMMUNICATION SPLICES BASKET STRAINERS AIR RELIEF VALVE LETTERING AND IDENTIFICATION GUIDE PLAN RCVRCV12"RCV12" DW B-9RCV BV SEE SAMPLE AND GUIDE BELOW DW BALL VALVEBV NOTES A. VALVE BOXES SHALL BE LABELED BY HOT IRON BRANDING B. CONTROL VALVES SHALL BE INSTALLED TO ALLOW ORDERLY ARRANGEMENT OF VALVE BOXES. C. LOCATE VALVE ASSEMBLIES IN SHRUB OR GROUNDCOVER AREAS ONLY 24" FROM HARDSCAPE. D. LOCATION OF VALVE ASSEMBLIES SHALL BE STAKED FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. E. CENTER VALVE BOXES OVER VALVE ASSEMBLE TO FACILITATE ACCESS AND MAINTENANCE. F. SET VALVE BOXES AT EQUAL ELEVATIONS W/ TOPS AT 3" ABOVE FINISH GRADE IN SHRUB/ GROUNDCOVER AREAS. G. VALVE BOXES SHALL BE SET PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE OF AREA. H. DO NOT DEFORM OR COLLAPSE VALVE BOX BY EXCESSIVE SOIL COMPACTION AROUND BOX. I. SEE ALSO INDIVIDUAL VALVE INSTALLATION DETAILS. SAMPLE DOMESTIC WATER SYSTEM OF CONTROLLER "B" REMOTE CONTROL VALVE ON STATION NO. 9: DW B-9 CONTACT LANDSCAPE ARCHITECT FOR INFO ON ANY DEVICE IN A BOX NOT LISTED. B B B B B B B B B B B B B 1. 20 X 14 JUMBO RECTANGULAR VALVE BOX 2. 16 X 11 STANDARD RECTANGULAR VALVE BOX 3. 10" DIAMETER ROUND VALVE BOX 4. EDGE OF AREA, CURB, WALK OR WALL LEGEND 32214 ABBREVIATION MEANING 2%18" MAX.18" MINIMUM2"12" MIN. FLOW NO. 1 NO. 2 12" MIN.NOTES A. BACKFLOW PREVENTER ASSEMBLY SHALL BE TESTED UPON INSTALLATION BY A CERTIFIED BACKFLOW DEVICE TESTER. CONTRACTOR SHALL PROVIDE THE CITY UTILITIES DEPARTMENT WITH WRITTEN RESULTS COMPLETED BY A CERTIFIED BACKFLOW TESTER B. PRIOR TO BACKFLOW PREVENTER'S ACCEPTANCE BY THE CITY UTILITIES DEPARTMENT. ALL METAL IN CONTACT WITH CONCERETE SHALL BE POLYETHYLENE WRAPPED USING 2" WIDE PLASTIC BACKED ADHESIVE TAPE MIN. 8 MILS. THICK 1/2" OVERLAP. C. CONCRETE PAD TO BE 2" ABOVE GRADE UNLESS INSTALLED IN LAWN AREA WHERE IT WILL BE AT GRADE. CONCRETE PAD SHALL BE 4" THICK AND 18" WIDE (MIN.) (520-C-2500). FACTORY ASSEMBLED REDUCED PRESSURE PRINCIPLE ASSEMBLY SHALL BE D. INCLUDED IN THE EDITION OF THE 'APPROVED FOR SERVICE ISOLATION IN CALIFORNIA PUBLIC WATER SYSTEMS' ISSUED BY THE STATE OF CALIFORNIA DEPARTMENT. E. PRESSURE REGULATOR MAY BE INSTALLED UPSTREAM OF THE BACKFLOW PREVENTER ASSEMBLY WHEN WATER PRESSURE EXCEEDS BACKFLOW PREVENTER ASSEMBLY RATING F. WYE STRAINER AND DOWNSTREAM REGULATOR, WHEN REQUIRED, SHALL BE LOCATED DOWNSTREAM OF THE NO. 2 SHUT-OFF VALVE. G. PROTECTIVE ENCLOSURE FOR BACKFLOW PREVENTER ASSEMBLY SHALL BE USED AT THE DISCRETION OF THE PROPERTY OWNER. H. LOCATE PREVENTER ASSEMBLY AS CLOSE TO METER AS PRACTICAL AS APPROVED BY THE AGENCY. I. ALL RISERS, ELBOWS AND UNDERGROUND PIPING SHALL BE COPPER. BRASS UNIONS ARE ACCEPTABLE. J. THERMAL BLANKET WRAP ASSEMBLY IN AREAS SUBJECT TO FREEZE 1. BACKFLOW PREVENTOR ASSEMBLY, PRE-ASSEMBLED 2. COPPER NIPPLE, TYPICAL 3. COPPER 90 ELLBOW, TYPICAL 4. COPPER NIPPLE 5. 4" THICK CONCRETE PAD SLOPE TO DRAIN AT MINIMUM 2% 6. FINISH GRADE 7. COPPER NIPPLE 8. 1 CU. FT. CONCRETE THRUST BLOCKS - TYPICAL (2) PLACES 9. COPPER 90 ELL 10. SCHEDULE 40 PVC MALE ADAPTER 11. PIPE FROM WATER SOURCE 12. BRASS UNION WITH ADAPTERS 13. STAINLESS STEEL MESH ENCLOSURE (IF REQUIRED BY OWNER) 14. POLYETHYLENE TAPE 15. PRESSURE REGULATOR W/ADAPTERS (IF REQUIRED) 16. SHUT OFF VALVE 17. COMPACTED SUBGRADE 18. COPPER/BRASS SERVICE PER LOCAL CODE 19. 8" LONG COPPER NIPPLE 20. COPPER FEMALE ADAPTER 21. PVC PRESSURE SUPPLY LINE LEGEND1 2 3 4 5 6 7 9 21 19 20 10 16 12 13 11 17 18 8 15 12 14 3"1. GREEN, LOCKING CIRCULAR PLASTIC VALVE BOX HEAT BRAND "AVR" 2. AIR VACUUM RELEASE VALVE 3. SCHEDULE 80 T X T PVC COUPLING TO BE LINE SIZE WITH VALVE 4. SUPPORT BRICKS (2 REQUIRED) 5. 12" MIN. DEPTH OF 3/4" CRUSHED GRAVEL 6. SCHEDULE 80 PVC NIPPLE SIZE PER LINE. LENGTH DETERMINED BY CLEARANCE OF 3" BETWEEN VALVE AND TOP OF VALVE BOX 7. COMPACTED SUBGRADE 8. SCHEDULE 80 TEE FITTING 9. FINISH GRADE 10. MULCH LEGEND10 9 7 3 6 5 4 8 1 2 FLOW18" MIN.1" IN TURF AREAS 3" IN SHRUB AREAS NOTES: A. INSTALL ALL MASTER VALVES A MINIMUM OF 24" FROM ALL STRUCTURES AND/OR HARDSCAPE B. INSTALL ALL MASTER VALVES IN PLANTER AREAS WHERE FEASIBLE C. LOCATE VALVE BOXES AT RIGHT ANGLES TO ALL STRUCTURES AND/OR HARDSCAPE D. PLACE CRUSHED GRAVEL/AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX E. INSTALL (1) ONE VALVE PER VALVE BOX ONLY 1. APPROVED JUMBO PLASTIC VALVE BOX AND COVER (CARSON OR APPROVED EQUAL) HEAT STAMP "MV" INTO BOX LID 2. PRESSURE SUPPLY LINE/MAINLINE 3. SCHEDULE 40 PVC MALE ADAPTER 4. SCHEDULE 80 PVC UNION 5. SCHEDULE 80 PVC CLOSE NIPPLE 6. WATERPROOF ELECTRICAL CONNECTORS, SEE DETAIL 7. ELECTRIC REMOTE CONTROL VALVE, REFER TO LEGEND 8. FINISHED GRADE OR TOP OF MULCH 9. PIG-TAIL EXPANSION LOOP - MINIMUM 24" LONG 10. WIRES TO CONTROLLER 11. 3" MINIMUM DEPTH OF 3/4" DIAMETER CRUSHED & WASHED GRAVEL/AGGREGATE 12. VALVE I.D. TAG WITH "MV" IMPRINT 13. 1/4" MESH GALVANIZED SCREEN 14. BRICK SUPPORT - (4) FOUR TOTAL - ONE @ EACH CORNER LEGEND 10 13 5 12 9 8716 4 5 2 3 14 11 1" IN LAWN AREAS 2" IN PLANT AREAS 6"18" MIN.3"NOTES A. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX B. USE WILKINS 500 SERIES REGULATOR IF REQUIRED 1. PLASTIC VALVE BOX COVER SHALL BE MARKED "PR" IF REGULATOR IS REQUIRED 2. FINISH GRADE 3. ISOLATION VALVE 4. 3/4" WASHED CRUSHED AGGREGATE 5. SCHEDULE 40 PVC MALE ADAPTORS 6. UNION 7. PRESSURE REGULATOR (IF REQUIRED) 8. TOE NIPPLE LEGEND 4 8 7 2 16 3 5 MAINLINE AIR VAC VALVEB BACKFLOW ASSEMBYA MASTER VALVEC PRESSURE REGULATORD VALVE BOX LETTERINGE 2440 El Camino Real Atascadero, CA 93422 Tract: APN: MACIAS COMMERCIAL PROJECT: Garrett Macias 2440 El Camino Real Atascadero, CA 93422 These designs and drawings are CONFIDENTIAL and the exclusive property of OT Landscape + Planning and are not to be used, duplicated, or distributed without express permission. Copyright © 2023 OT Landscape + Planning. All rights reserved.LANDSCAPE + PLANNING Paso Robles, CA 93446 8 0 5 . 4 0 0 . 3 1 0 5 othomas.landscape@gmail.com instagram.com/OTBLandscape REVISIONS PERMIT NO.: PROJECT NUMBER SHEET NUMBERSTATE OF C A L IFO RNIAOWEN T HO MASDATE EXP. 7/31/24 SIGNATURELICENSED LAN D S CAPE AR C HITECT6624 6/17/2024 SCALE: L9 2023-004 IRRIGATION DETAILS N/A BCOM24-0126 38 NOTES: A. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET IN LOAM, AND FIVE FEET IN CLAY. B. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE TIE-DOWN STAKES ON EACH LEG OF THE CHANGE IN DIRECTION. C. INSERTION, PLOW, AND TRENCHED INSTALLATIONS DO NOT REQUIRE TIE DOWN STAKES. D. SUB-SURFACE DRIPLINE REQUIRES A MINIMUM 3" COVER 5 43213"1. EASY FIT COMPRESSION TEE 2. SUB-SURFACE DRIPLINE 3. INLINE DRIP EMITTER 4. TIE DOWN STAKE 5. FINISH GRADE LEGEND BOTTOM 1/3 OF SLOPE SPACING PLUS 25% TOP 2/3 OF SLOPE NORMAL SPACING NOTES: A. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. DISTANCE BETWEEN LATERAL ROWS FOR BOTTOM 1/3 OF SLOPE TO BE 1.25X OPTIMAL ROW DISTANCE. SEE NETAFIM TLRW 6-12 TECHLINE DRIPLINE INSTALLATION GUIDE FOR SUGGESTED SPACING. B. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN IN THE ACCOMPANYING TABLE. C. WHEN ELEVATION CHANGE EXCEEDS 10 FEET IT IS RECOMMENDED THAT A NEW DRIPLINE ZONE BE CREATED. D. INSTALL AIR RELIEF VALVE AT HIGH POINTS IN DRIP LATERAL. X = DISTANCE BETWEEN ROWS OF DRIP LATERALS AS DETERMINED BY PLANT AND SOIL TYPE. SEE NOTE 1. 2 4 3 5 BOTTOM 1/3 OF SLOPE TOP 2/3 OF SLOPE 7 6 5 8 Dripline Maximum Lateral Lengths (Feet) 1 10' MAX.1. PVC DRIP MANIFOLD FROM CONTROL ZONE VALVE KIT (SIZED TO MEET LATERAL FLOW DEMAND) 2. BARB X MALE FITTING 3. PVC SUPPLY HEADER 4. PVC SCHEDULE 40 TEE OR ELBOW (TYPICAL) 5. SUB-SURFACE DRIPLINE: SPEC. PER PLAN 6. FLUSH POINT 7. PVC FLUSH HEADER 8. AIR VAC. / RELIEF VALVE (WHEN REQUIRED) LEGEND 8 9 10 7 NOTES: A. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE RAIN BIRD DRIPLINE INSTALLATION GUIDE FOR SUGGESTED SPACINGS. B. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN IN THE ACCOMPANYING TABLE. 11 6 6 12211 3 4 5 8 9 10 7 1 6 6 12 13 Dripline Maximum Lateral Lengths (Feet) 1212211 2 14 2 4 5 3 1 1. PVC EXHAUST HEADER 2. PVC SCHEDULE 40 TEE OR ELBOW (TYPICAL) 3. FLUSH POINT (TYPICAL) 4. BARB X MALE FITTING 5. PERIMETER OF AREA 6. BARB X BARB INSERT TEE OR CROSS 7. PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM PERIMETER OF AREA 8. SUB-SURFACE DRIPLINE: SPEC. PER PLAN 9. 1/2" POLYETHYLENE BLANK TUBING: SPEC. PER PLAN 10. AIR/VAC. RELIEF VALVE 11. PVC SUPPLY MANIFOLD 12. PVC SUPPLY PIPE FROM CONTROL ZONE KIT (SIZED TO MEET LATERAL FLOW DEMAND) 13. TOTAL LENGTH OF SELECTED DRIPLINE SHOULD NOT EXCEED LENGTH SHOWN IN TABLE 14. PVC SCH 40 RISER PIPE LEGEND 9876 5 4 1 2 3 1. FINISH GRADE 2. SUBTERRANEAN EMITTER BOX: RAIN BIRD SEB 7XB OR EQUAL 3. 1/2" AIR/VAC VALVE: AIR/VAC. VALVE TO BE INSTALLED AT HIGH POINTS IN DRIP ZONE 4. PVC SCHEDULE 40 FEMALE ADAPTER 5. PVC SCHEDULE 80 RISER 6. BRICK (1 OF 2) 7. PVC HEADER PIPE 8. PVC SCH 40 TEE 9. 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL LEGEND DRIP LINE LAYOUT - SLOPEB DRIP LINE LAYOUTA DRIP LINE - BURIALCDRIP LINE - AIR VACD 2440 El Camino Real Atascadero, CA 93422 Tract: APN: MACIAS COMMERCIAL PROJECT: Garrett Macias 2440 El Camino Real Atascadero, CA 93422 These designs and drawings are CONFIDENTIAL and the exclusive property of OT Landscape + Planning and are not to be used, duplicated, or distributed without express permission. Copyright © 2023 OT Landscape + Planning. All rights reserved.LANDSCAPE + PLANNING Paso Robles, CA 93446 8 0 5 . 4 0 0 . 3 1 0 5 othomas.landscape@gmail.com instagram.com/OTBLandscape REVISIONS PERMIT NO.: PROJECT NUMBER SHEET NUMBERSTATE OF C A L IFO RNIAOWEN T HO MASDATE EXP. 7/31/24 SIGNATURELICENSED LAN D S CAPE AR C HITECT6624 6/17/2024 SCALE: L10 2023-004 IRRIGATION DETAILS N/A BCOM24-0126 39 PART A IRRIGATION 1.0 SCOPE FURNISH ALL MATERIALS, EQUIPMENT, SERVICES, SUPERVISION, TRANSPORTATION AND LABOR NECESSARY TO PERFORM ALL IRRIGATION WORK, COMPLETE, INCLUDING BUT NOT LIMITED TO: SERVICE MANUALS; RECORD DRAWINGS; LOOSE EQUIPMENT; GUARANTEE; MATERIALS; AND INSTALLATION. 2.0 DRAWINGS AND SPECIFICATIONS A. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO INDICATE AND SPECIFY A COMPLETE AND EFFICIENT SPRINKLER IRRIGATION SYSTEM. B. PLOT DIMENSIONS ARE APPROXIMATE. CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND SHALL REPORT ANY VARIATIONS TO LANDSCAPE ARCHITECT. C. DUE TO THE SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, ETC., WHICH MAY BE REQUIRED. CONTRACTOR SHALL CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING ALL HIS WORK, AND PLAN HIS WORK ACCORDINGLY. DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. THE WORK SHALL BE INSTALLED IN THE MOST DIRECT AND WORKMANLIKE MANNER, SO THAT CONFLICTS BETWEEN SPRINKLER SYSTEMS, PLANTING AND ARCHITECTURAL FEATURES WILL BE AVOIDED. 3.0 SERVICE MANUALS/MATERIALS LIST A. CONTRACTOR SHALL FURNISH ONE (1) MANUAL TO OWNER. THE MANUAL MAY BE LOOSE LEAFED AND SHALL CONTAIN COMPLETE EXPLODED DRAWINGS OF ALL EQUIPMENT INSTALLED SHOWING COMPONENTS AND CATALOG NUMBERS TOGETHER WITH THE MANUFACTURER'S NAME AND ADDRESS. ADDITIONAL SHEETS SHALL COVER OPERATION INSTRUCTIONS SIMPLE ENOUGH TO BE UNDERSTOOD WITHOUT SPECIALIZED KNOWLEDGE. B. CONTRACTOR SHALL FURNISH A MATERIALS LIST TO OWNER FOR APPROVAL PRIOR TO START OF WORK. SAID LIST SHALL CONFORM TO PERFORMANCE STANDARDS AND DATA AS SHOWN ON DRAWINGS, OR IN LEGEND AND DETAILS. 4.0 AS BUILT DRAWINGS: A. RECORD ACCURATELY ON ONE SET OF BLACK AND WHITE PRINTS (IRRIGATION DRAWINGS), ALL CHANGES IN WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS. INCLUDE CHANGES IN BOTH PRESSURE AND NON-PRESSURE LINES. B. UPON COMPLETION OF EACH INCREMENT OF WORK, TRANSFER ALL SUCH INFORMATION AND DIMENSIONS TO THE PRINTS. RECORD CHANGES AND DIMENSIONS IN A LEGIBLE AND PROFESSIONAL MANNER. WHEN THE DRAWINGS ARE APPROVED, TRANSFER ALL INFORMATION TO A SET OF REPRODUCIBLE DRAWINGS. C. DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE (MONUMENTS, SIDEWALKS, CURBS, AND PAVEMENT). POST INFORMATION ON AS BUILT DRAWINGS DAY-TO-DAY AS THE WORK IS INSTALLED. ALL DIMENSIONS NOTED ON THE DRAWINGS SHALL BE 1/4 INCH IN SIZE. D. SHOW DIMENSIONAL LOCATIONS AND DEPTHS OF THE FOLLOWING: I. POINT OF CONNECTION (P.O.C.). II. BACKFLOW PREVENTION ASSEMBLY, MASTER VALVE AND FLOW SENSOR. III. ROUTING OF IRRIGATION PRESSURE MAINLINES (DIMENSION MAXIMUM 100 FEET ALONG ROUTING AND ALL DIRECTIONAL CHANGES). IV. BALL AND BUTTERFLY SHUT-OFF VALVES V. IRRIGATION CONTROL VALVES. VI. AUTOMATIC CONTROLLER, RAIN SENSORS AND ELECTRICAL CONDUITS. VII. SLEEVES AND PULL BOXES. VIII. OTHER RELATED EQUIPMENT (AS DIRECTED BY THE ENGINEER). E. MAINTAIN AS-BUILT DRAWINGS ON SITE AT ALL TIMES. THESE DRAWINGS ARE SUBJECT TO INSPECTION AT ANY TIME. F. MAKE ALL CHANGES TO REPRODUCIBLE DRAWINGS IN INK (NO BALLPOINT PEN). MAKE CHANGES IN A MANNER EQUAL TO THE ORIGINAL DRAWINGS. G. CONTRACTOR MUST SUBMIT AS-BUILT DRAWINGS (3-MIL MYLARS AND ONE SET OF BLUELINES) TO THE ARCHITECT INSPECTING THE SITE SEVEN DAYS PRIOR TO THE START OF THE MAINTENANCE PERIOD FOR APPROVAL. H. CONTROLLER CHARTS- THREE CONTROLLER CHARTS PER CONTROLLER, ENCASED IN 20 MIL PLASTIC, SHOWING CLEARLY THE AREAS SERVICED BY EACH REMOTE CONTROL VALVE (EACH VALVE DEPICTED BY A DIFFERENT COLOR) SHALL BE PROVIDED AT EACH CONTROLLER. CONTROLLER CHARTS SHALL BE MADE USING REDUCED APPROVED AS-BUILT PLANS 5.0 LOOSE EQUIPMENT LOOSE SPRINKLING EQUIPMENT, OPERATING KEYS AND SPARE PARTS WILL BE FURNISHED BY THE CONTRACTOR IN THE FOLLOWING QUANTITIES: A. 6 BODIES WITH FOUR (4) INSERTS FOR EACH PATTERN USED. B. 4 OSCILLATION BODIES C. 4 ROTOR BODIES D. 3 30" KEYS FOR MANUAL VALVES E. 2 CONTROLLER KEYS F. 2 ENCLOSURE KEYS G. 4 COUPLER INSERTS AND HOSE SWIVELS H. 3 HOSE BIB KEYS I. 1 36" SOIL PROBE J. 1 VALVE BOX KEY 6.0 GUARANTEE A. THE ENTIRE SPRINKLER SYSTEM SHALL BE UNCONDITIONALLY GUARANTEED BY CONTRACTOR AS TO MATERIAL AND WORKMANSHIP, INCLUDING SETTLING OF BACKFILLED AREAS BELOW GRADE FOR A PERIOD OF ONE (1) YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK. OWNER MAY EXERCISE OPTION TO WITHHOLD PART OF FINAL PAYMENT UNTIL THE ONE YEAR PRODUCT/WORKMANSHIP GUARANTEE HAS ELAPSED FROM DATE OF FINAL ACCEPTANCE. B. IF WITHIN ONE YEAR FROM THE DATE OF COMPLETION, SETTLEMENT OCCURS, AND ADJUSTMENTS IN PIPES, VALVES AND SPRINKLER HEADS OR PAVING IS NECESSARY TO BRING THE SYSTEM OR PAVING TO THE PROPER LEVEL OF THE PERMANENT GRADES, CONTRACTOR, AS PART OF THE WORK UNDER HIS CONTRACT, SHALL MAKE ALL ADJUSTMENTS WITHOUT EXTRA COST TO OWNER, INCLUDING THE RESTORATION OF ALL DAMAGED PLANTING, PAVING OR OTHER IMPROVEMENTS OF ANY KIND. C. SHOULD ANY DIFFICULTIES DEVELOP WITHIN THE SPECIFIED GUARANTEE PERIOD WHICH OWNER FEELS MAY BE DUE TO INFERIOR MATERIAL AND/OR WORKMANSHIP, THESE DIFFICULTIES SHALL BE IMMEDIATELY CORRECTED BY CONTRACTOR TO THE SATISFACTION OF OWNER AT NO ADDITIONAL COST TO OWNER, WITHIN 72 HOURS OF WRITTEN NOTICE, INCLUDING ANY AND ALL OTHER DAMAGE CAUSED BY SUCH DEFECTS. FAILURE OF CONTRACTOR TO RESPOND IN A TIMELY MANNER TO REPAIR DAMAGED CONDITIONS, SHALL PROMPT OWNER TO REPAIR SAME AND DEDUCT COSTS OF LABOR, MATERIAL AND EQUIPMENT USED FROM CONTRACTOR'S FINAL PAYMENT. 7.0 MATERIALS A. PIPE AND FITTINGS A.1. BRASS - BRASS PIPE SHALL BE IPS STANDARD WEIGHT 85% RED BRASS. FITTINGS SHALL BE WITH STANDARD 125 POUND CAST BRONZE THREADED FITTINGS. A.2. PVC CONDUIT - PIPE THAT IS USED FOR CONTROL WIRES SHALL BE PVC CONDUIT SCHEDULE 40: TYPE 1220. ALL WIRES UNDER PAVING SHALL BE INSTALLED IN PVC CONDUIT, OR SLEEVES. A.3. PVC NORMAL IMPACT PIPE-TYPE 1220 (PVC SCHEDULE 40 & 80) A.3.1. A. TYPE II GRADE I HIGH IMPACT PIPE FROM ALL VIRGIN MATERIALS. A.3.2. OUTSIDE DIAMETER OF PIPE SHALL BE THE SAME SIZE AS IRON PIPE. A.3.3. PIPE SHALL BE MARKED AT INTERVALS NOT TO EXCEED 5' WITH THE FOLLOWING INFORMATION: MANUFACTURER'S NAME, NOMINAL PIPE SIZE, PVC TYPE AND GRADE (I.E., 1220) SDR RATING CLASS, NSF APPROVAL AND COMMERCIAL STANDARD DESIGNATION CS 256-60 A.3.4. PIPE SHALL BE MARKED AT INTERVALS WITH THE FOLLOWING INFORMATION (NOT TO EXCEED 5'): MANUFACTURER'S NAME, NOMINAL SIZE, PVC TYPE AND GRADE (I.E., PVC 1220) SDR RATING CLASS, NSF APPROVAL AND COMMERCIAL STANDARD DESIGNATION CS256-63). MARKING SHALL INCLUDE EXTRUSION DATE. A.3.5. PVC TYPE I SHALL NOT BE THREADED A.3.6. PVC FITTINGS SHALL BE PVC TYPE II, SCHEDULE 40 NSF APPROVED. A.3.7. SOLVENT SHALL BE No. 175 GRAY NSF APPROVED AS MANUFACTURED BY INDUSTRIAL POLYCHEMICAL SERVICE, GARDENA, CALIFORNIA, OR EQUAL. A.3.8. CAUTION SHALL BE UTILIZED IN HANDLING TYPE I PIPE DUE TO THE POSSIBILITY OF CRACKING, OR OF SPLITTING WHEN DROPPED OR HANDLED CARELESSLY. A.3.9. WHEN CONNECTION IS PLASTIC TO METAL, MALE ADAPTORS SHALL BE USED. THE MALE ADAPTOR SHALL BE HAND TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH. JOINT COMPOUND SHALL BE PERMATIX TYPE II. A.4. RING-TITE PVC PIPE A.4.1. ALL PIPE INDICATED ON THE WORKING DRAWINGS, SHALL BE CLASS 160 PSI JOHNS-MANVILLE PVC PIPE WITH RING-TITE JOINTS. A.4.2. ALL RING-TITE JOINTS SHALL BE SEALED WITH RUBBER RINGS AS PROVIDED BY THE MANUFACTURER. ALL PIPE JOINTS SHALL PROVIDE FOR EXPANSION AND CONTRACTION. A.4.3. THRUST BLOCKS SHALL BE PROVIDED AS REQUIRED FOR PROPER ANCHORAGE AND DURABILITY OF THE RING-TITE PIPE. (REFER TO DETAILS) B.SPRINKLER HEADS SPRINKLER HEADS SHALL BE AS SHOWN ON PLAN. C. VALVES C.1. REMOTE CONTROL VALVES - ELECTRIC REMOTE CONTROL VALVES SHALL BE AS SHOWN ON PLANS AND DETAILS. C.2. GATE/BALL VALVES - APPROVED GATE/BALL VALVES SHALL BE AS SHOWN ON PLANS AND DETAILS. SIZE AND LOCATION SHALL BE AT 300' INTERVALS MINIMUM AND ELSEWHERE AS INDICATED ON PLAN. C.3. ALL VALVES SHALL BE LOCATED 24" AWAY FROM CURBS OR SIDEWALKS, AND POSITIONED PERPENDICULAR TO THE EDGE OF PAVING. C.4. ALL VALVES SHALL BE MARKED AT A CURB LOCATION, FINAL LOCATION AND METHOD OF MARKING TO BE APPROVED BY THE CITY. C.5. VALVES SHALL BE CLUSTERED IN GROUPS PER PLAN. D. AUTOMATIC CONTROLLERS AUTOMATIC CONTROLLERS SHALL BE AS SHOWN ON PLANS AND DETAILS. E. CONTROL WIRE FOR RCV'S ALL WIRING TO BE USED FOR CONNECTING THE AUTOMATIC CONTROLLER TO THE ELECTRICAL SOLENOID ACTUATED BY REMOTE CONTROL VALVE SHALL BE TYPE UF-600V, 14 GUAGE SOLID COPPER, PVC INSULATION, SINGLE CONDUCTOR, UL APPROVED UNDERGROUND FEEDER CABLE. EACH PILOT OR "HOT" WIRE SHALL BE COLOR-CODED FOR EACH VALVE WITH THE COMMON WIRE BEING WHITE AND STRIPED DIFFERENTLY FOR EACH VALVE. "PIG-TAIL" TAG COMMON WIRE WITH STATION NUMBERS ON EACH END "PIG-TAIL" WIRING EVERY 1500 L.F. OR AT EACH 90 DEGREE TURN. ENCLOSE 3 FT. PIG-TAILS IN CONTROL BOXES WITH COVER STAMPED "SB" (SPLICE BOX). VALVE WIRES SHALL BE BURIED 18" DEEP MINIMUM AND ATTACHED TO THE UNDERSIDE OF THE MAINLINE WHERE POSSIBLE. THE CONTRACTOR SHALL RUN TWO (2) EXTRA WIRES IN EACH DIRECTION FROM THE CONTROLLER TO THE FARTHEST VALVE IN EACH DIRECTION (COLORS TO BE ORANGE AND ORANGE WITH A WHITE STRIPE). F. VALVE BOXES AND PULL BOXES ALL VALVE BOXES SHALL BE PLASTIC WEATHER RESISTANT, U.V. RESISTANT AND SOIL RESISTANT. VALVE BOXES SHALL BE GREEN IN COLOR, PULL BOXES SHALL BE GREY IN COLOR. VALVE BOXES SHALL BE LOCKABLE WITH A STAINLESS STEEL BOLT. VALVE BOXES SHALL HAVE A LOAD BEARING CAPACITY OF 1500 PSI, VALVE BOX EXTENSIONS SHALL HAVE THE SAME SPECIFICATIONS AS THE BOX. VALVE BOXES SHALL BE "CHRISTIE" OR AN APPROVED EQUAL. BOX LIDS SHALL BE STAMPED "GV" OR "RCV" . PULL BOXES SHALL BE UNMARKED VALVE BOXES SHALL BE EMBOSSED WITH THE CONTROLLER AND VALVE NUMBER. PULL BOXES SHALL BE INSTALLED EVERY 200' MIN. INSTALL PULL BOXES IN LANDSCAPE AREAS ONLY. G. BACKFLOW PREVENTION UNITS THE BACKFLOW PREVENTION UNITS SHALL BE AS SHOWN ON PLANS AND DETAILS. ALL CONNECTIONS TO BACKFLOW PREVENTER SHALL BE TYPE K BRASS/ COPPER PIPE. 8.0 INSTALLATION A. TRENCHING A.1. EXCAVATION SHALL BE OPEN VERTICAL CONSTRUCTION SUFFICIENTLY WIDE TO PROVIDE FREE WORKING SPACE AROUND THE MATERIAL INSTALLED AND TO PROVIDE AMPLE SPACE FOR BACKFILLING AND COMPACTING. A.2. TRENCHES FOR PIPE SHALL BE CUT TO REQUIRED GRADE LINES, AND TRENCH BOTTOM SHALL BE COMPACTED TO PROVIDE AN ACCURATE GRADE AND UNIFORM BEARING FOR THE FULL LENGTH OF THE LINE. A.3. WHEN TWO (2) PIPES ARE TO BE PLACED IN THE SAME TRENCH, A 6" SPACE SHALL BE MAINTAINED BETWEEN PIPES. (REFER TO PIPE INSTALLATION DETAIL) B. BACKFILLING B.1. BACKFILL MATERIAL SHALL BE APPROVED SOIL. UNSUITABLE MATERIAL INCLUDING CLODS AND ROCKS OVER 1" IN SIZE SHALL BE REMOVED FROM THE PREMISES AND DISPOSED OF LEGALLY AT NO COST TO OWNER. B.2. ALL BACKFILLING SHALL BE DONE CAREFULLY AND SHALL BE PROPERLY COMPACTED FOR APPROVAL PURPOSES. B.3. DEPTH OF TRENCHES SHALL BE SUFFICIENT TO PROVIDE A MINIMUM COVER ABOVE THE TOP OF THE PIPE. SEE IRRIGATION LEGEND. C. PVC PIPE C.1. PVC PIPE SHALL BE SNAKED IN A MANNER WHICH WILL PROVIDE FOR EXPANSION AND CONTRACTION AS RECOMMENDED BY THE PIPE MANUFACTURER. C.2. ALL PLASTIC TO METAL JOINTS SHALL BE MADE WITH PLASTIC MALE ADAPTORS, UNLESS OTHERWISE SHOWN IN DETAILS. C.3. THE JOINTS SHALL BE ALLOWED TO SET AT LEAST TWENTY-FOUR (24) HOURS BEFORE PRESSURE IS APPLIED TO THE PVC PIPE SYSTEM. C.4. MAIN LINES SHALL BE TESTED IN PLACE BEFORE BACKFILLING FOR A PERIOD OF NOT LESS THAN FOUR (4) HOURS AND SHALL SHOW NO LEAKAGE OR LOSS OF PRESSURE. DURING THE TEST PERIOD, MINIMUM TEST PRESSURE, AT THE HIGHEST POINT OF THE SECTION BEING TESTED, SHALL BE 150 POUNDS PER SQUARE INCH. CENTER FILLING OF PIPE LENGTHS IS ALLOWED. C.5. AFTER ALL NEW SPRINKLER PIPING AND RISERS ARE IN PLACE AND CONNECTED, ALL NECESSARY WORK HAS BEEN COMPLETED AND PRIOR TO THE INSTALLATION OF SPRINKLER HEADS, CONTROL VALVES SHALL BE OPENED AND A FULL HEAD OF WATER USED TO FLUSH OUT THE SYSTEM FOR A MINIMUM OF FIVE (5) MINUTES. AFTER THE SYSTEM IS THOROUGHLY FLUSHED, THE RISERS SHALL BE CAPPED OFF AND THE SYSTEM PRESSURE TESTED. C.6. AT THE CONCLUSION OF A SYSTEM PRESSURE TEST, THE HEADS SHALL BE INSTALLED AND TESTED FOR OPERATION IN ACCORDANCE WITH DESIGN REQUIREMENTS UNDER NORMAL OPERATING PRESSURE. CONTRACTOR SHALL VERIFY HEAD PRESSURES WITH PITOT TUBE AND ADJUST VALVE TO CORRESPOND WITH DESIGN PRESSURE. C.7. CONTRACTOR SHALL NOT BACKFILL ANY WORK PRIOR TO COMPLETION AND APPROVAL OF PRESSURE TEST. IF CONTRACTOR BACKFILLS TRENCHING PRIOR TO PRESSURE TEST, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIRECT AND INDIRECT COSTS OF EXPOSING WORK FOR PROPER TESTING AND OBSERVATION BY LANDSCAPE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER. D.RING-TITE PVC PIPE D.1.INSTALLATION OF RING-TITE PVC PIPE 1. EXCEPT AS MAY BE NOTED IN OTHER PARTS OF THE SPECIFICATIONS OR ON THE DRAWINGS, INSTALLATION OF RING-TITE PIPE AND CONNECTING FITTINGS SHALL BE OUTLINED IN MANUAL AS FURNISHED BY PIPE MANUFACTURER, OR AS SET FORTH BY THE JOHNS- MANVILLE COMPANY MANUAL #772-62A. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, THE INSTALLATION OF THE PIPE AT THE PROPER DEPTH AND THE CORRECT LOCATION OF CONCRETE THRUST BLOCKS OF ADEQUATE SIZE. CONTRACTOR SHALL MAKE AVAILABLE THE SERVICES OF THE MANUFACTURERS REPRESENTATIVE AT THE START OF THE INSTALLATION AND DURING CONSTRUCTION. D.2.EACH LINE SHALL BE TESTED AT A PRESSURE OF 50 PSI GREATER THAN THE MANUFACTURER'S RECOMMENDED WORKING PRESSURE FOR A PERIOD OF FOUR (4) HOURS, WITH THE COUPLINGS AND CONNECTIONS EXPOSED AND WITH THE CENTER OF PIPE SECTION SUFFICIENTLY SUPPORTED AND FILLED TO HOLD PIPE IN PLACE. E.SPRINKLERS E.1.ALL NOZZLES ON STATIONARY POP-UP SPRINKLERS SHALL BE TIGHTENED AFTER INSTALLATION. ALL SPRINKLERS HAVING AN ADJUSTMENT STEM SHALL BE ADJUSTED ON A LATERAL LINE FOR PROPER RADIUS, DIAMETER AND/OR GALLONAGE PER APPROVAL OF THE LANDSCAPE ARCHITECT. E.2.SPRINKLER HEADS AND RISERS SHALL BE INSTALLED ACCORDING TO DETAILS FOR FINAL APPROVAL. F. VALVES F.1. REMOTE CONTROL VALVES SHALL BE ADJUSTED IN ORDER THAT A UNIFORM DISTRIBUTION OF WATER IS APPLIED BY THE SPRINKLER HEADS TO THE PLANTING AREAS FOR EACH INDIVIDUAL VALVE SYSTEM. F.2. QUICK COUPLING VALVES SHALL BE SET APPROXIMATELY 12" FROM WALKS, CURBS, HEADERBOARDS, OR PAVED AREAS WHERE DESIGNED. REFER TO INSTALLATION DETAIL. F.3. NO CONTROL VALVES SHALL BE LOCATED IN TURF AREAS WITHOUT PRIOR WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. G. VALVE BOXES G.1. VALVE BOXES SHALL BE SET ONE INCH (1") ABOVE THE DESIGNATED FINISH GRADE IN LAWN AREAS AND THREE INCHES (3") ABOVE FINISH GRADE IN GROUND COVER AREAS. G.2. VALVE BOXES INSTALLED NEAR WALKS, CURBS, HEADERBOARDS, AND PAVING SHALL ABUT THOSE ITEMS. TOP SURFACE OF BOX SHALL BE FLUSH WITH ITEMS LISTED ABOVE. G.3. VALVE BOXES SHALL BE INSTALLED IN SHRUB PLANTERS, NOT IN TURF AREAS WHENEVER POSSIBLE, UNLESS OTHERWISE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. H. AUTOMATIC CONTROLLER LOCATION AND INSTALLATION H.1. THE AUTOMATIC CONTROLLER SHALL BE INSTALLED AT THE LOCATION SHOWN ON THE PLAN, VERIFY EXACT LOCATION OF CONTROLLER WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. H.2. ALL LOCAL AND OTHER APPLICABLE CODES SHALL TAKE PRECEDENCE IN CONNECTING THE 120 VOLT ELECTRICAL SERVICE TO THE CONTROLLER. IRRIGATION CONTRACTOR SHALL PROVIDE POWER TO CONTROLLER AND SHALL COMPLETE HOOK-UP TO CONTROLLER. H.3. THERE SHALL BE ADEQUATE COVERAGE OF SOIL (18" MINIMUM) OVER THE 24-VOLT CONTROL WIRE. INSTALL WIRE IN MAIN LINE TRENCH AND TAPE TO SIDES OF MAINLINE AT 15' INTERVALS. SEE DETAIL. I. CONTROL WIRE I.1. ALL ELECTRICAL EQUIPMENT AND WIRING SHALL COMPLY WITH LOCAL AND STATE CODES AND BE INSTALLED BY THOSE SKILLED AND LICENSED IN THE TRADE. I.2. CONNECTING AND SPLICING OF WIRE AT THE VALVES OR IN THE FIELD SHALL BE MADE USING RAIN BIRD PEN-TITE CONNECTORS OR EQUAL. WIRE CONNECTORS SHALL BE WATERPROOF AND NON-REUSEABLE. ALL SPLICES SHALL BE MADE USING SEALED WATERPROOF CONNECTORS. CONNECTORS SHALL HAVE A TWO PIECE BODY, COPPER CRIMP SLEEVE, AND WATER PROOF SEALANT. I.3. THREE (3') FEET LONG PIG-TAIL WIRE SPLICES SHALL BE ALLOWED ONLY AT 1500 FT. INTERVALS. THE WIRE SPLICES SHALL BE ENCLOSED IN A VALVE BOX WITH COVER IMPRINTED WITH THE LETTERS 'SB'. J. BACKFLOW PREVENTION UNITS J.1. THE BACKFLOW PREVENTION UNITS SHALL BE INSTALLED AS SHOWN ON PLANS AND DETAILS. BACKFLOW PREVENTION UNITS SHALL BE INSTALLED PER LOCAL CODES INCLUDING CERTIFICATION. 9.0 OBSERVATION SEQUENCE OBSERVATIONS BY THE LANDSCAPE ARCHITECT WILL BE REQUIRED AT THE FOLLOWING TIMES: - UPON INSTALLATION OF MAINLINE (PRIOR TO BACKFILLING) FOR PRESSURE TEST - UPON INSTALLATION OF IRRIGATION HEADS (PRIOR TO PLANTING BUT AFTER FINE GRADING) FOR COVERAGE TEST. - AT THE END OF MAINTENANCE PERIOD. PART B IRRIGATION SYSTEM MAINTENANCE WHEN REPAIRS TO THE SYSTEM ARE REQUIRED, IDENTICAL MATERIALS SHOULD BE USED TO MAINTAIN SYSTEM INTEGRITY. I. IRRIGATION CONTROLLER THE IRRIGATION CONTROLLER IS DEFINED AS THE MASTER CONTROLS THAT REGULATE THE IRRIGATION PROCESS. THE SYSTEM HAS BEEN INSTALLED USING THE LATEST STATE-OF-THE-ART EQUIPMENT AVAILABLE. HOWEVER, AS WITH ANY DEVICE, THE EQUIPMENT WILL NOT LAST FOREVER, AND COMPONENTS WILL NEED TO BE REPAIRED OR REPLACED PERIODICALLY. IRRIGATION CONTROLLERS CONTROL THE TIME OF DAY AND THE FREQUENCY WITH WHICH THE IRRIGATION SYSTEM DISPERSES WATER; TURNING IRRIGATION VALVES ON AND OFF ACCORDING TO A WATERING SCHEDULE WHICH IS PROGRAMMED INTO THE CLOCK. EACH CONTROLLER HAS A BATTERY BACK-UP; HOWEVER, THE SCHEDULE MAY BE LOST AS A RESULT OF A POWER OUTAGE. CHANGING SHORT-TERM WEATHER CONDITIONS AND SEASONAL CHANGES WILL REQUIRE FINE-TUNING THE PROGRAM FOR PROPER WATERING. DURING EXTENDED RAINY PERIODS, THE CONTROLLERS SHOULD BE SHUT-DOWN UNTIL ADDITIONAL WATER IS NEEDED IN THE LANDSCAPE AREAS. MULTIPLE IRRIGATION CYCLES SHOULD BE USED AS NEEDED TO ALLOW EACH WATERING TO COMPLETELY SOAK-IN. THIS WILL REDUCE RUNOFF AND WASTED WATER. MAINTENANCE REQUIRED: 1. REGULAR INSPECTIONS OF OUTDOOR CONTROLLERS TO MINIMIZE MOISTURE DAMAGE AND CORROSION. REGULAR CHECKING FOR DEAD BACK-UP BATTERY, LOOSENED CONNECTIONS, DETERIORATED WEATHERPROOFING OR CONTROLLER MOUNTING HARDWARE. LIGHTING STRIKES COULD ALSO AFFECT THE SYSTEM, AND IT SHOULD BE CHECKED AFTER ELECTRICAL STORMS FOR ANY ADVERSE EFFECTS. 2. PERIODIC INSPECTION OF TIME CLOCKS TO DETERMINE THAT THE SCHEDULED PROGRAM IS WORKING PROPERLY AND ADJUSTING THE PROGRAM FOR PROPER WATERING. 3. RESETTING TIME CLOCKS FOR DAYLIGHT SAVINGS TIME, AND AFTER POWER FAILURES TO RESTORE SCHEDULED PROGRAMMING. 4. MONTHLY RESETTING AND ADJUSTMENT OF EACH IRRIGATION STATION'S RUN TIME IN RESPONSE TO CHANGING WEATHER CONDITIONS AND PLANT NEEDS. CONTROLLERS SHOULD BE ADJUSTED BASED ON THE ACTUAL NEEDS OF THE PLANTS WITH ALLOWANCES FOR ADJUSTMENTS DUE TO ON SITE CONDITIONS. 5. RAIN SHUT OFF DEVICES (IF SO EQUIPPED) SHOULD BE CLEANED AND KEPT FREE OF DELETERIOUS MATERIALS SUCH AS LEAVES, ON A MONTHLY BASIS. ENSURE PLANT MATERIAL HAS NOT GROWN OVER OR COVERED DEVICE. 6. EVENTUALLY, REPLACEMENT OF ELECTRIC TIME CLOCKS, WHEN NEEDED. FREQUENCY: 1. FAILURE TO INSPECT TIME CLOCKS AS NECESSARY MAY RESULT IN INADEQUATE OR OVER-WATERING WHICH, FOR EVEN A SHORT PERIOD OF TIME, COULD BE DISASTROUS TO SURROUNDING LANDSCAPING. OVER-WATERING CAN ALSO CAUSE WATER ACCUMULATION LEADING TO PLANT DEATH, PAVEMENT FAILURES AND WATERPROOFING PROBLEMS. IT IS VERY IMPORTANT THAT REGULAR INSPECTIONS BE PERFORMED TO IDENTIFY ANY OVERLY-WET AREAS AND THAT CORRECTIVE MEASURES BE IMPLEMENTED IMMEDIATELY. TIME CLOCKS THAT ARE NOT PROPERLY SET MAY ALSO CAUSE WATERING DURING INAPPROPRIATE HOURS. II. BACKFLOW PREVENTERS BACKFLOW PREVENTERS ARE DEFINED AS A DEVICE WHOSE FUNCTION IS TO PERMANENTLY SEPARATE THE POTABLE WATER SUPPLY FROM THE IRRIGATION SYSTEM. THE BACKFLOW UNITS FOR THE PROJECT ARE THE "ATOMOSPHERIC" TYPE, AND ARE LOCATED ON EACH HYDROZONE SYSTEM. MAINTENANCE REQUIRED: PERIODIC INSPECTION FOR LEAKS.. PERIODIC DISCHARGE OF WATER FROM THE RELIEF VALVE IS NOT A PROBLEM, BUT ACTUALLY THE VALVE PERFORMING ITS INTENDED FUNCTION. FREQUENCY: BACKFLOW PREVENTERS ARE VERY CONSPICUOUS, AND CAN BE SPOT-CHECKED WEEKLY FOR VISIBLE LEAKS OR VANDALISM. EFFECTS OF DEFERRED MAINTENANCE: FAILURE TO INSPECT AND REPAIR BACKFLOW UNITS MAY AFFECT NEARBY TURF, TREES, AND OTHER PLANT LIFE. INEFFECTIVE BACKFLOW PREVENTION CAN ALSO CAUSE CONTAMINATION OF THE DOMESTIC WATER SUPPLY. III. SPRINKLER HEADS / EMITTERS WHILE THE SPRINKLER SYSTEM PATTERNS HAVE BEEN CHOSEN TO KEEP OVERSPRAY OFF WALLS, SIDEWALKS, AND BUILDINGS, WINDY CONDITIONS, PLANT GROWTH, AND OTHER FACTORS WILL SOMETIMES RESULT IN ISOLATED OVERSPRAY PROBLEMS. NOTE: WATER SHOULD BE APPLIED ONLY IN AMOUNTS TO MEET PLANT NEEDS, WITHOUT EXCESS. BECAUSE WEATHER AND GROWTH VARY BY MONTH, WATER APPLICATION NEEDS TO BE RESET ON A MONTHLY AND SEASONAL BASIS TO REPLACE WATER LOST THROUGH EVAPOTRANSPIRATION WITH ALLOWANCE FOR SPECIFIC SITE CONDITIONS. THE IRRIGATION SCHEDULE ON THE INSTALLATION PLANS SHOULD BE USED AS AN INITIAL STARTING POINT FOR THE CONTRACTOR. EACH IRRIGATION SYSTEM'S RUN TIME AND CYCLE SHOULD BE EVALUATED AND ADJUSTED IN THE FIELD. MAINTENANCE REQUIRED: FREQUENT INSPECTION FOR BROKEN OR IMPROPERLY ADJUSTED SPRINKLER HEADS, CLOGGED NOZZLES OR EMITTERS, WORN NOZZLES AND GEAR DRIVES, GRIT IN SEALS OR MOVING PARTS, MOWER OR OTHER PHYSICAL DAMAGE, AND BROKEN SPRINKLER LINES. THE RISER HEIGHT OF SPRINKLERS SHOULD BE ADJUSTED AS REQUIRED, BUT NOT TO INTERFERE WITH PEDESTRIAN TRAFFIC. POP-UP TYPE SPRINKLERS SHOULD BE ADJUSTED TO MAINTAIN THE SPRINKLER HEAD FLUSH WITH THE SURROUNDING GRADE. POP-UP TYPE SPRINKLERS SHOULD ALWAYS BE USED ADJACENT TO TRAFFIC AREAS. PERIODICALLY, EMITTERS MAY NEED TO BE ADDED TO ACCOMMODATE FUTURE PLANT GROWTH. APPROPRIATE CORRECTIVE MEASURES SHOULD BE MADE IMMEDIATELY TO CORRECT ANY OF THESE PROBLEMS AND ENSURE APPROPRIATE COVERAGE IN ALL AREAS, PREVENT OVER WATERING, AND MINIMIZE ANY OVERSPRAY. AFTER ANY IRRIGATION REPAIR, PIPING SHOULD BE FLUSHED AND RETESTED FOR PROPER FUNCTION AND ADEQUATE COVERAGE. REGULAR INSPECTIONS SHOULD BE PERFORMED TO MONITOR THE AMOUNT OF WATER BEING APPLIED, AND CORRECTIVE MEASURES TAKEN, IF NECESSARY. FREQUENCY: INSPECTION AND APPROPRIATE ADJUSTMENTS OF SPRINKLERS TO ASSURE ADEQUATE COVERAGE AND PREVENT OVERSPRAY SHOULD BE DONE A MINIMUM OF ONCE A WEEK, MORE FREQUENTLY DURING THE DRYER, WARMER SEASONS. EFFECTS OF DEFERRED MAINTENANCE: FAILURE TO INSPECT, REPLACE, AND ADJUST SPRINKLER SYSTEM COMPONENTS MAY RESULT IN INADEQUATE OR SURPLUS WATER SUPPLY TO AFFECTED AREAS, AFFECTING NEARBY TURF, TREES, AND OTHER PLANT LIFE. OVER WATERING MAY EVENTUALLY LEAD TO SOIL EROSION, AND COULD EFFECT NEARBY STRUCTURES AND/OR HARDSCAPE SURFACES. IV. VALVES MAINTENANCE REQUIRED: REGULAR INSPECTION OF VALVES TO VERIFY THAT THEY ARE OPERATING CORRECTLY. CHECKING FOR DIAPHRAGM OR SEAT WEAR, STICKING SOLENOIDS OR DIAPHRAGM, CORROSION OF WIRE CONNECTIONS, CLOGGED SCREENS AND ORIFICES, AND DEBRIS OR STONES LODGED UNDER THE DIAPHRAGM. REPAIR AND/OR REPLACEMENT AS NECESSARY. REMOTE CONTROL VALVES MAY HAVE ASSOCIATED UNIONS AND ISOLATION VALVES. THESE SHOULD ALSO BE CHECKED PERIODICALLY FOR LEAKAGE OR DAMAGE. FREQUENCY: VALVES SHOULD BE MANUALLY OPERATED AND VISUALLY INSPECTED AT LEAST ONCE PER MONTH. A MORE THOROUGH INSPECTION OF ALL VALVES SHOULD BE PERFORMED AT LEAST ONCE A YEAR WITH REPAIRS OR REPLACEMENT DONE AS SOON AS ANY MALFUNCTION IS DETECTED. THIS SAME FREQUENCY OF INSPECTION SHOULD BE APPLIED TO THE BALL OR GATE VALVES LOCATED THROUGHOUT THE SYSTEM. EFFECTS OF DEFERRED MAINTENANCE: AS THE REMOTE CONTROL VALVES CONTROL THE DISBURSEMENT OF WATER, REPAIRS THAT ARE NOT ATTENDED TO IMMEDIATELY COULD RESULT IN LONG TERM DAMAGE TO LANDSCAPING IN THE AFFECTED AREAS. V. IRRIGATION PIPE. MAINTENANCE REQUIRED: THE IRRIGATION SUPPLY AND LATERAL PIPES ARE PLASTIC (PVC). IF NOT DISTURBED BY; TRENCHING OR DIGGING, MINIMAL ONGOING MAINTENANCE SHOULD BE REQUIRED. ON OCCASION, SOME REPAIRS MAY NEED TO BE DONE TO MAINTAIN THE INTEGRITY OF THE SYSTEM AND AN OCCASIONAL INSPECTION OF PORTIONS OF THE SYSTEM IS RECOMMENDED. REPAIRS SHOULD BE MADE WITH IDENTICAL MATERIALS. FREQUENCY: IF REPAIRS ARE REQUIRED, THEY SHOULD BE DONE IMMEDIATELY. EFFECTS OF DEFERRED MAINTENANCE: AS WITH OTHER COMPONENTS OF THE IRRIGATION SYSTEM, REPAIRS THAT ARE NOT ATTENDED TO IMMEDIATELY COULD RESULT IN LONG TERM DAMAGE TO LAWN AND PLANT LIFE IN THE AFFECTED AREAS. - END OF SECTION - 2440 El Camino Real Atascadero, CA 93422 Tract: APN: MACIAS COMMERCIAL PROJECT: Garrett Macias 2440 El Camino Real Atascadero, CA 93422 These designs and drawings are CONFIDENTIAL and the exclusive property of OT Landscape + Planning and are not to be used, duplicated, or distributed without express permission. Copyright © 2023 OT Landscape + Planning. All rights reserved.LANDSCAPE + PLANNING Paso Robles, CA 93446 8 0 5 . 4 0 0 . 3 1 0 5 othomas.landscape@gmail.com instagram.com/OTBLandscape REVISIONS PERMIT NO.: PROJECT NUMBER SHEET NUMBERSTATE OF C A L IFO RNIAOWEN T HO MASDATE EXP. 7/31/24 SIGNATURELICENSED LAN D S CAPE AR C HITECT6624 6/17/2024 SCALE: L11 2023-004 IRRIGATION SPECIFICATIONS N/A BCOM24-0126 40 1 A 1 2 2 3 3 4 5 16 SD 14 SDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 515 11 11 13 5 SS SS SS SS SS SS SS SS SS W W W W W W WWSSSSSSSSSSSSSSSSSSSSSSHIGHWAY 101BUILDING 1 BUILDING 2 PLANTING LEGEND BOTANICAL NAME COMMON NAME SIZE QTY TREES ARBUTUS UNEDO STRAWBERRY TREE 24" BOX MATCHED STD'S 5 QUERCUS AGRIFOLIA COAST LIVE OAK 24" BOX MULTI 10 SHRUBS ARCTOSTAPHYLOS 'SUNSET'MANZANITA 1 GALLON @ 4' O.C. 24 EPILOBIUM CANUM 'CATALINA' CATALINA FUCHSIA 1 GALLON @ 4' O.C. 25 CISTUS 'SUNSET' MAGENTA ROCKROSE 5 GALLON @ 6' O.C. 10 JUNCUS PATENS CALIFORNIA GRAY RUSH 1 GALLON @ 1' O.C. 371 GRASSES AGROSTIS PALLENS CALIFORNIA BENT GRASS SOD 271 S.F. MUHLENBERGIA RIGENS DEER GRASS 1 GALLON @ 3' O.C. 50 2440 El Camino Real Atascadero, CA 93422 Tract: APN: MACIAS COMMERCIAL PROJECT: Garrett Macias 2440 El Camino Real Atascadero, CA 93422 These designs and drawings are CONFIDENTIAL and the exclusive property of OT Landscape + Planning and are not to be used, duplicated, or distributed without express permission. Copyright © 2023 OT Landscape + Planning. All rights reserved.LANDSCAPE + PLANNING Paso Robles, CA 93446 8 0 5 . 4 0 0 . 3 1 0 5 othomas.landscape@gmail.com instagram.com/OTBLandscape REVISIONS PERMIT NO.: PROJECT NUMBER SHEET NUMBERSTATE OF C A L IFO RNIAOWEN T HO MASDATE EXP. 7/31/24 SIGNATURELICENSED LAN D S CAPE AR C HITECT6624 6/17/2024 SCALE: Know what's below. before you dig.Call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a. AT COMPLETION OF FINISH GRADING, PRIOR TO IRRIGATION SYSTEM COVERAGE TEST AND/OR WATER AUDIT. b.PLANT DELIVERY APPROVAL, INCLUDING BUT NOT LIMITED TO TREES, SHRUBS, VINES, TURF (SOD OR HYDROSEED), GROUNDCOVER, AND MULCH; c. PLANT PIT LOCATIONS, DEPTHS, AND BACKFILL MIX, INCLUDING TURF AREAS AND CONSTRUCTION ITEMS PRIOR TO PLANTING; d.PRIOR TO INSTALLING SOD OR HYDROSEEDING (AS APPLICABLE); e.FINAL IRRIGATION SYSTEM OPERATIONAL TEST FOLLOWING PLANT MATERIAL INSTALLATION, AND BEFORE START OF PROJECT MAINTENANCE PERIOD; f. AT END OF MAINTENANCE PERIOD, PRIOR TO ACCEPTANCE FOR MAINTENANCE. 5. CONTRACTOR SHALL COMPILE A WRITTEN OBSERVATION REPORT FOR EACH VISIT BY THE LANDSCAPE ARCHITECT. A COPY OF SAID REPORT(S) SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT. 6. IN THE EVENT CONTRACTOR FAILS TO NOTIFY THE LANDSCAPE ARCHITECT FOR THE ABOVE LISTED OBSERVATIONS AND APPROVALS, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO PROVE THE WORK IS CERTIFIABLE TO THE LANDSCAPE ARCHITECT. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM SAID FAILURE TO NOTIFY. REQUIRED PLANTING OBSERVATION SEQUENCE PRE-EMERGENT TO BE APPLIED BEFORE THE MULCH IS INSTALLED TO PREVENT WEEDS. WEEDS SHALL BE REMOVED BEFORE THEY REACH 2" IN HEIGHT OR WHEN WEED SEEDS BEGIN TO DEVELOP. WEED PREVENTION NOTE -SEE MATCHL INE -AASHEET L12 2440 El Camino Real Atascadero, CA 93422 Tract: APN: MACIAS COMMERCIAL PROJECT: Garrett Macias 2440 El Camino Real Atascadero, CA 93422 These designs and drawings are CONFIDENTIAL and the exclusive property of OT Landscape + Planning and are not to be used, duplicated, or distributed without express permission. Copyright © 2023 OT Landscape + Planning. All rights reserved.LANDSCAPE + PLANNING Paso Robles, CA 93446 8 0 5 . 4 0 0 . 3 1 0 5 othomas.landscape@gmail.com instagram.com/OTBLandscape REVISIONS PERMIT NO.: PROJECT NUMBER SHEET NUMBERSTATE OF C A L IFO RNIAOWEN T HO MASDATE EXP. 7/31/24 SIGNATURELICENSED LAN D S CAPE AR C HITECT6624 6/17/2024 SCALE: Know what's below. before you dig.Call N L13 2023-004 PLANTING PLAN 1"=10' BCOM24-0126 42 2440 El Camino Real Atascadero, CA 93422 Tract: APN: MACIAS COMMERCIAL PROJECT: Garrett Macias 2440 El Camino Real Atascadero, CA 93422 These designs and drawings are CONFIDENTIAL and the exclusive property of OT Landscape + Planning and are not to be used, duplicated, or distributed without express permission. Copyright © 2023 OT Landscape + Planning. All rights reserved.LANDSCAPE + PLANNING Paso Robles, CA 93446 8 0 5 . 4 0 0 . 3 1 0 5 othomas.landscape@gmail.com instagram.com/OTBLandscape REVISIONS PERMIT NO.: PROJECT NUMBER SHEET NUMBERSTATE OF C A L IFO RNIAOWEN T HO MASDATE EXP. 7/31/24 SIGNATURELICENSED LAN D S CAPE AR C HITECT6624 6/17/2024 SCALE: SHRUB / GROUNDCOVER SPACINGG EQUAL SPACING EQUALPER PLAN SPACING PER PLAN 1. BACK OF CURB, HEADER, OR EDGE OF PAVEMENT 2. PLANT LOCATION LEGEND NOTES: A. ALL SHRUBS / GROUNDCOVER TO BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE NOTED ON PLANS. SEE LEGEND ON PLANTING PLAN FOR SPACING REQUIREMENTS 1 2 12"3"NOTES: A. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. B. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND INTO EDGES AT GROUND COVER AREAS. C. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. D. PLACE NO MULCH WITHIN A 6" RADIUS OF THE CROWN OF A WOODY PLANT. 1. HARDSCAPING, MOW-CURB, OR HEADER 2. MULCH 3. FINISH GRADE 4. SHOVEL CUT EDGE 5. COMPACTED NATIVE SOIL LEGEND 321 54 NOTE: A. CROWN OF SHRUB SHALL BE INSTALLED TO MAINTAIN ONE TO TWO INCHES ABOVE ORIGINAL FINISH GRADE. 1. MULCH: SEE PLAN & SPECIFICATIONS 2. 3" BERM TO FORM DEPRESSED WATERING BASIN 3. ROOT CROWN: SEE NOTES BELOW 4. BACKFILL MIX PER SPECIFICATIONS 5. CONTAINER PLANT ROOTBALL 6. PLANT PIT: TO BE 1.5X THE WIDTH OF THE ROOTBALL AND 6" BELOW THE BOTTOM OF THE ROOTBALL 7. NATIVE SOIL LEGEND 2 6 5 7 1 4 3 HARDSCAPE FROM TREE DISTANCE PANEL LENGTH (MIN.) FROM CENTER OF TREE TRUNK (A) (B)(B)(A) 6"(B)1' 5' 4' 2' 3' 8' 5' 6'-6" 7'-6" 7' NOTE: A. PANEL IS ONLY REQUIRED WHERE TREES ARE WITHIN 5'-0" OF ANY CONCRETE WALK, WALL, CURB OR DRIVEWAY. B. 18" DEEP PANEL REQUIRED NEXT TO WALKS AND DRIVES, 24" DEEP PANEL REQUIRED NEXT TO CURBS 1. WALL, WALK, CURB, OR DRIVEWAY EDGE 2. DEEP ROOT PANEL: NDS SM-1220 OR APPROVED EQUAL (12" MAXIMUM DEPTH & LINEAR APPLICATION ONLY) 3. TREE TRUNK LEGEND1 2 3 MULCH DETAILC ROOT BARRIERB SHRUB PLANTINGA 2:1 MIN. CUT SLOPE NOTES A. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL WITH WATER FROM HOSE, DO NOT CRACK ROOT BALL B. WATERING BASIN TO BE ELIMINATED WHEN SHRUBS ARE NATIVE OR EXTREMELY DROUGHT TOLERANT 1. JUTE MESH: ADD TO THOSE AREAS GREATER THAN EXISTING SLOPE. 2. ORIGINAL GRADE 3. FERTILIZER TABLETS. APPLICATION RATE PER AGRONOMIST RECOMMENDATIONS 4. ROOT CROWN TO BE SET 2" - 3" ABOVE ORIGINAL LINE OF SLOPE 5. 3" BERM TIGHTLY COMPACTED IN PLACE TO FORM WATERING BASIN 6. PLANT PIT TO BE 2 TIMES THE WIDTH OF THE ROOT BALL & EQUAL TO THE DEPTH OF THE ROOTBALL. 7. CONTAINER ROOT BALL 8. BACKFILL MIX PER AGRONOMIST REPORT LEGEND 4 5 2 3 6 7 8 1 WIND 12"MIN.6"TYP.2" ABOVE F.G.NOTES A. INSTALL ROOT BARRIERS ON TREES PLANTED WITHIN 5' OF ANY STRUCTURE OR HARDSCAPE. B. ROOTBALL CROWN TO BE SET 2" ABOVE ORIGINAL FINISH GRADE C. STAKES SHALL NOT PIERCE ROOTBALL AND SHALL EXTEND INTO UNDISTURBED SOIL 1. CINCH TIE: INSTALL PER MFR. INSTRUCTIONS SECURE STRAPS TO STAKE USING GALVANIZED HARDWARE. PLACE BELOW BRANCH YOKE OF TREE. (TOTAL CINCH TIES PER STAKE: AS SHOWN) 2. 10'-12' LODGE POLE PINE STAKES: (1) FOR 5 GAL., (2) FOR 15 GAL. & 24" BOX. 7'-8' ABOVE GRADE, 3'-4' BELOW GRADE 3. JUTE MESH- THOSE AREAS GREATER THAN EXISTING SLOPE. 4. BACKFILL MIX PER SPECIFICATIONS 5. WATER BASIN 6. PLANT PIT: 2 TIMES WIDTH OF ROOTBALL AND EQUAL TO THE DEPTH OF THE ROOTBALL. 7. NATIVE SOIL 8. TREES IN TURF AREAS SHALL HAVE A 3' DIAMETER MULCH RING 9. FINISH GRADE 10. ROOTBALL LEGEND 1 2 4 9 10 7 6 3 5 8 WIND 12"MIN.6"TYP.NOTES: A. INSTALL ROOT BARRIERS ON TREES PLANTED WITHIN 6' OF ANY STRUCTURE OR HARDSCAPE. B. ROOT CROWN TO BE SET 2" - 3" ABOVE ORIGINAL FINISH GRADE 1. CINCH TIE -- INSTALL PER INSTRUCTIONS USING (2) STRAPS PER STAKE SECURE TO STAKE PER MANUFACTURERS RECOMMENDATIONS. PLACE BELOW BRANCH YOKE OF TREE. 2. 8' LODGEPOLE PINE STAKES 3. PERFORATED DRAINPIPE WITH FABRIC AND CAP. REFER TO BREATHER TUBE- DETAIL A, THIS SHEET. PROVIDE/INSTALL FOR ALL TREES 4. BACKFILL MIX PER SPECIFICATIONS 5. 4" BERM FOR TEMPORARY WATERING 6. MULCH - WHERE APPLICABLE IN PLANTER BEDS 7. PLANT PIT: 2 TIMES WIDTH OF ROOT BALL 8. NATIVE SOIL 9. TRUNK GUARD IN TURF AREAS 10. PLANT TABS PER MANUFACTURERS RECOMMENDATIONS LEGEND 1 2 5 6 4 10 8 7 3 9 15 GALLON (1) - 3" 24" BOX (2) - 3" 36" BOX (2) - 4" 48" BOX (3) - 4" 60" BOX OR LARGER (4) - 4" B & B PALMS (4) - 4" INSTALL BREATHER TUBES ON ALL TREES* PER THE FOLLOWING SCHEDULE: 1. NDS SLOTTED GRATE-PIPE SIZE ATTACHED WITH S.S. MACHINE SCREWS (2 REQUIRED) 2. FINISH GRADE 3. DUCT TAPE OVER HOLES WITHIN 6" OF FINISH GRADE 4. RIGID PERFORATED SMOOTHWALL HANCORE PIPE. SEE SCHEDULE FOR SIZE AND NUMBER PER PLANT. 5. "DRAINGARD" SOCK 6. BACKFILL MIX PER SPECIFICATIONS 7. ROOTBALL 8. SOCK TO WRAP AROUND AND BENEATH DRAIN PIPE LEGEND 8 6 5 2 31 7 4 TREE PLANTING SLOPED TREE PLANTINGE BREATHER TUBEH SHRUB PLANTING SLOPEF L14 2023-004 PLANTING DETAILS PER PLAN BCOM24-0126 43 PART A PLANTING 1.0 SCOPE THE WORK OF THIS SECTION INCLUDES ALL LABOR, MATERIALS AND EQUIPMENT REQUIRED TO COMPLETE WORK INDICATED ON THE DRAWINGS. THE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE BEST STANDARDS OF PRACTICE RELATING TO THE VARIOUS TRADES AND UNDER THE CONTINUOUS SUPERVISION OF A COMPETENT FOREMAN, CAPABLE OF INTERPRETING THE DRAWINGS AND THESE SPECIFICATIONS. THE WORK INCLUDED IN THIS SECTION IS AS FOLLOWS: FINISH GRADING FOR PLANTING; SOIL PREPARATION: FERTILIZATION: PLANTING INCLUDING LAWN; MAINTENANCE; INSPECTION AND CERTIFICATIONS; GUARANTEES; CLEAN-UP; STAKING, GUYING AND ESPALIERING; MISCELLANEOUS ALLOWANCES. 2.0 APPROVALS A. ALL IRRIGATION WORK SHALL BE INSPECTED AND APPROVED BY THE LANDSCAPE ARCHITECT IN WRITING PRIOR TO THE START OF ANY PLANTING. B. PRIOR TO EXCAVATION FOR PLANTING OR PLACING OF STAKES, LOCATE ALL UTILITIES, ELECTRIC CABLES, CONDUITS, IRRIGATION LINES, HEADS, VALVES AND VALVE CONTROL WIRES, AND ALL UTILITY LINES SO THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS. IN THE EVENT OF A CONFLICT BETWEEN SUCH LINES AND PLANT LOCATIONS, PROMPTLY NOTIFY LANDSCAPE ARCHITECT WHO SHALL ARRANGE FOR RELOCATION FOR ONE OR THE OTHER. FAILURE TO FOLLOW THIS PROCEDURE PLACES UPON CONTRACTOR THE RESPONSIBILITY FOR, AT HIS OWN EXPENSE, MAKING ANY AND ALL REPAIRS FOR DAMAGES RESULTING FROM HIS WORK. 3.0 QUANTITIES AND TYPES PLANT MATERIALS SHALL BE FURNISHED IN THE QUANTITIES AND/OR SPACING AS SHOWN OR NOTED FOR EACH LOCATION, AND SHALL BE OF THE SPECIES, KINDS, SIZES, ETC., AS SYMBOLIZED AND/OR DESCRIBED IN THE "PLANT MATERIAL LEGEND" ON THE DRAWINGS. THE LANDSCAPE ARCHITECT HAS PREPARED QUANTITIES ONLY AS A CONVENIENCE TO CONTRACTOR AND ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY. THE LANDSCAPE CONTRACTOR IS TO VERIFY ALL SIZES AND QUANTITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF ALL PLANT MATERIALS AT THE SPACING INDICATED ON THE PLANTING LEGEND. 4.0 VERIFICATION OF DIMENSIONS AND QUANTITIES DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND QUANTITIES AND SHALL IMMEDIATELY INFORM LANDSCAPE ARCHITECT, OR OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL SITE CONDITIONS. NO WORK SHALL BE DONE IN ANY AREA WHERE THERE IS SUCH A DISCREPANCY UNTIL APPROVAL HAS BEEN GIVEN BY THE LANDSCAPE ARCHITECT. 5.0 OBSERVATION / CERTIFICATION: A. ALL OBSERVATIONS SHALL BE MADE BY THE LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE. CONTRACTOR SHALL REQUEST INSPECTION AT LEAST TWO (2) WORKING DAYS IN ADVANCE OF THE TIME INSPECTION IS REQUESTED. B. QUALITY CONTROL OBSERVATION SEQUENCES ARE AS FOLLOWS: B.1. TESTING OF MAIN LINE PRIOR TO BACKFILLING: 150 PSI FOR 4 HOURS. CENTER FILLING OF MAIN LINE SHALL BE ALLOWED. B.2. IRRIGATION COVERAGE TEST PRIOR TO PLANTING, BUT AFTER FINISH GRADING. B.3. PLANT DELIVERY APPROVAL INCLUDING LINERS, FLATS, CONTAINER PLANTS AND BOXED PLANTS. B.4. PLANT PIT LOCATIONS, DEPTHS, AND BACKFILL MIX, INCLUDING LAWN AREAS AND CONSTRUCTION ITEMS PRIOR TO PLANTING. B.5. COVERAGE TEST AFTER PLANTING, BUT BEFORE THE MAINTENANCE PERIOD INCLUDING CONTROLLER SEQUENCING. B.6. COVERAGE TEST AT END OF MAINTENANCE PERIOD INCLUDING CONTROLLER SEQUENCING. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO WAIVE, SHORTEN OR LENGTHEN EACH CONTROLLER STATION OPERATION DURING HIS OBSERVATION VISITS. MIX BACKFILL IN ONE CENTRAL LOCATION NOT AT EACH PLANT SITE UNLESS OTHERWISE APPROVED. A SITE SHALL BE PRE-SELECTED BY OWNER FOR STORAGE OF IRRIGATION EQUIPMENT IN CONTAINERS. OBSERVATION REPORTS SHALL BE MADE FOR EACH VISIT BY THE LANDSCAPE ARCHITECT AND ONE COPY EACH SHALL BE SUBMITTED TO THE OWNER AND CONTRACTOR. C. WHERE CONTRACTOR FAILS TO NOTIFY THE LANDSCAPE ARCHITECT FOR THE ABOVE OBSERVATION/APPROVAL PURPOSES WHEN JOB CERTIFICATION IS REQUIRED BY A LOCAL AGENCY, THE CONTRACTOR SHALL REMAIN SOLELY RESPONSIBLE TO PROVE THE JOB CERTIFIABLE TO THE LANDSCAPE ARCHITECT, INCLUDING THE LANDSCAPE ARCHITECT'S TIME AND EXPENSES TO BE BILLED AT A RATE OF $75.00/HR..IN THE EVENT CONTRACTOR IS NOT READY FOR OBSERVATION AT THE AGREED UPON SCHEDULED TIME, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXPENSES INCURRED BY THE LANDSCAPE ARCHITECT AND/OR OTHER CONSULTANTS AT A RATE OF $75.00/HR. PORTAL TO PORTAL. D. PROVIDE THE FOLLOWING EXTRA EQUIPMENT TO BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR FINAL APPROVAL PRIOR TO THE START OF MAINTENANCE. D.1. SIX POP-UP BODIES AND FOUR OF EACH TYPE OF NOZZLE REQUIRED. D.2. TWO KEYS FOR CONTROLLER DOOR. D.3. TWO KEYS FOR ENCLOSURE LOCK. D.4. FOUR QUICK COUPLER KEYS AND HOSE SWIVELS. D.5. CERTIFICATIONS: PRIOR TO START OF MAINTENANCE WRITTEN CERTIFICATIONS SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR THE FOLLOWING: D.5.1. QUANTITY AND QUALITY OF COMMERCIAL FERTILIZER AND ORGANIC FERTILIZER. D.5.2. QUANTITY AND QUALITY OF ALL SOIL AMENDMENTS CALLED FOR BY PLANS AND SPECIFICATIONS. 6.0 MATERIALS PLANT MATERIALS INDICATED ON THE DRAWINGS AND HEREIN SPECIFIED SHALL CONFORM TO THE FOLLOWING: A. NOMENCLATURE - PLANT NAMES INDICATED ON THE DRAWINGS CONFORM TO "STANDARD PLANT NAMES" ESTABLISHED BY THE AMERICAN JOINT COMMITTEE ON HORTICULTURE. EXCEPT FOR NAMES COVERED THEREIN, THE ESTABLISHED CUSTOM OF THE NURSERY IS FOLLOWED. B. CONDITION - PLANTS SHALL BE SYMMETRICAL, TYPICAL FOR VARIETY AND SPECIES, SOUND, HEALTHY, VIGOROUS, FREE FROM PLANT DISEASE, INSECT PESTS, OR THEIR EGGS, AND SHALL HAVE HEALTHY, NORMAL ROOT SYSTEMS, WELL FILLING THEIR CONTAINERS, BUT NOT TO THE POINT OF BEING ROOT BOUND. PLANTS SHALL NOT BE PRUNED PRIOR TO DELIVERY, EXCEPT AS AUTHORIZED BY LANDSCAPE ARCHITECT. IN NO CASE SHALL TREES BE TOPPED BEFORE DELIVERY. C. DIMENSIONS - THE HEIGHT AND SPREAD OF ALL PLANT MATERIAL SHALL BE MEASURED WITH BRANCHES IN THEIR NORMAL POSITION, AND SHALL BE AS INDICATED ON THE DRAWINGS. THE CALIPER OF ALL TREES SHALL BE MEASURED 6" ABOVE THE SURFACE OF THE GROUND. WHERE CALIPER OR OTHER DIMENSIONS OF ANY PLANT MATERIALS ARE OMITTED FROM THE "PLANT LEGEND: IT SHALL BE UNDERSTOOD THAT THESE PLANT MATERIALS SHALL BE NORMAL 'AMERICAN NURSERYMEN' STOCK FOR TYPE LISTED. D. INSPECTION - ALL PLANT MATERIALS MUST HAVE BEEN PREVIOUSLY INSPECTED AT THE NURSERY BY A STATE OR COUNTY HORTICULTURAL DEPARTMENT, AND SHALL BE SUBJECT TO THE INSPECTION AND APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE PLANTING. E. PLANT LIST - IS INDICATED ON DRAWINGS AND LEGEND. F. SIZES OF PLANTS - SHALL BE AS STATED ON THE LEGEND. PLANT SIZES SHALL MEET THE "AMERICAN STANDARD FOR NURSERY STOCK" A.N.S.I. Z 60.1 - 1996 G. SUBSTITUTIONS - SUBSTITUTIONS FOR THE INDICATED PLANT H. MATERIALS WILL BE PERMITTED PROVIDED THE SUBSTITUTE MATERIALS ARE APPROVED IN ADVANCE BY THE LANDSCAPE ARCHITECT, AND THE SUBSTITUTIONS ARE MADE AT NO ADDITIONAL COST TO OWNER. EXCEPT FOR AUTHORIZED VARIATIONS, ALL SUBSTITUTE PLANT MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THESE SPECIFICATION. IF THE ACCEPTED SUBSTITUTE MATERIALS ARE OF A LESSER VALUE THAN THOSE INDICATED OR SPECIFIED, THE CONTRACT PRICE WILL BE ADJUSTED IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACT. I. PLANTS NOT APPROVED - PLANTS NOT APPROVED ARE TO BE REMOVED FROM THE SITE IMMEDIATELY AND REPLACED WITH SUITABLE PLANTS. THE OWNER OR LAND. ARCH. RESERVES THE RIGHT TO REJECT ENTIRE LOTS OF PLANTS REPRESENTED BY DEFECTIVE SAMPLES. 7.0 FERTILIZERS AND SOIL CONDITIONS (FOR BID PURPOSES ONLY) PROVIDE SITE SPECIFIC AGRONOMIC SOILS REPORT WITH RECOMMENDATIONS - INCLUDE REPORT WITH PLANS FOR CITY SUBMITTALS 8.0 INTENTIONALLY LEFT BLANK 9.0 STAKING MATERIALS A. A. TREE STAKING SHALL BE AS PER DETAILS. B. TIES FOR HOLDING TREES SHALL BE AS PER DETAILS. C. TREE GUYING SHALL BE AS PER DETAILS. 10.0 GRADING AND SOIL PREPARATION A. CONTRACTOR IS TO FINISH GRADE TO WITHIN 1/10TH OF A FOOT BELOW THE TOP OF PAVING WHERE PAVING EXISTS PER DETAILS. B. MOISTURE CONTENT - THE SOILS SHALL NOT BE WORKED WHEN THE MOISTURE CONTENT IS SO GREAT THAT EXCESSIVE COMPACTION WILL OCCUR; AND NOT WHEN IT IS SO DRY THAT DUST WILL FORM IN THE AIR OR THAT CLODS WILL NOT BREAK READILY. WATER SHALL BE APPLIED IF NECESSARY TO PROVIDE IDEAL MOISTURE CONTENT FOR TILLING FOR PLANTING. C. PRELIMINARY GRADING - PRELIMINARY GRADING SHALL BE DONE IN SUCH A MANNER AS TO ANTICIPATE THE FINISH GRADING. EXCESS SOILS SHALL BE REMOVED OR REDISTRIBUTED BEFORE APPLICATION OF FERTILIZER AND BARK. WHERE SOIL IS TO BE REPLACED BY PLANTS AND BARK, ALLOWANCE SHALL BE MADE SO THAT WHEN FINISH GRADING HAS BEGUN, THERE SHALL BE NO DEFICIENCY IN THE SPECIFIED DEPTH OF BARK IN PLANTING BEDS. D. WEEDING - BEFORE AND DURING PRELIMINARY AND FINISH GRADING, ALL WEEDS AND GRASSES SHALL BE DUG OUT BY THE ROOTS AND DISPOSED OF OFF SITE (EXCEPT THOSE WEEDS AND GRASSES NOT OF THE PERENNIAL TYPE, LESS THAN 2-1/2" HIGH AND NOT BEARING SEEDS, WHICH MAY BE TURNED UNDER). OATS MORE THAN 2-1/2" HIGH AND NOT BEARING SEEDS MAY BE TURNED UNDER. PERENNIAL WEEDS AND GRASSES TO BE REMOVED INCLUDE BUT ARE NOT LIMITED TO, THE FOLLOWING: NUT GRASS, PUNCTURE VINE, DALLAS GRASS, MUSTARD PLANT, ST. AUGUSTINE GRASS, ALFALFA, JOHNSON GRASS, WIRE WEED, MORNING GLORY, BERMUDA GRASS. PRIOR TO PLANTING, A GRANULAR PRE-EMERGENT, NON-SELECTIVE HERBICIDE SHALL BE APPLIED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 11.0 SOIL CONDITIONERS AND SOIL TESTING PROVIDE SITE SPECIFIC AGRONOMIC SOILS REPORT WITH RECOMMENDATIONS AND INCLUDE REPORT WITH PLANS FOR CITY SUBMITTALS 12.0 FINISH GRADING WHEN PRELIMINARY GRADING, (INCLUDING WEEDING AND FERTILIZING) HAS BEEN COMPLETED AND THE SOIL HAS DRIED SUFFICIENTLY TO BE READILY WORKED, ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO THE ELEVATIONS INDICATED ON THE DRAWINGS. GRADES NOT OTHERWISE INDICATED SHALL BE UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE GIVEN. MINOR ADJUSTMENTS OF FINISH GRADES SHALL BE MADE AT THE DIRECTION OF THE LANDSCAPE ARCHITECT, AT NO ADDITIONAL COST TO OWNER. FINISH GRADE SHALL BE A SMOOTH, EVEN AND UNIFORM PLANE WITHOUT ABRUPT CHANGE OF SURFACE. SOIL AREAS ADJACENT TO BUILDINGS SHALL BE GRADED (2% MIN.) TO ALLOW A NATURAL RUN-OFF OF WATER, AND SURFACE DRAINAGE SHALL BE DIRECTED AS INDICATED ON THE DRAWINGS BY RE-GRADING SURFACES TO FACILITATE THE NATURAL "RUN--OFF" OF WATER. GRADING SHALL BE DONE WHEN SOIL IS AT OPTIMUM MOISTURE CONTENT FOR WORKING. 13.0 METHOD OF PLANTING AND WORK PROCEDURE A. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED, THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, AND THE WORK APPROVED BY THE LANDSCAPE ARCHITECT. B. THE RELATIVE POSITION OF ALL TREES AND PLANTS IS SUBJECT TO APPROVAL BY LANDSCAPE ARCHITECT AND OWNER, AND THEY SHALL, IF NECESSARY, BE RELOCATED AS DIRECTED AS PART OF THE CONTRACT. C. ALL PLANTS SHALL BE REMOVED FROM THEIR CONTAINER AND SET SO THAT, WHEN SETTLED, THEY BEAR THE SAME RELATION TO THE REQUIRED GRADE THAT THEY BORE TO THE NATURAL GRADE BEFORE BEING TRANSPLANTED. EACH PLANT SHALL BE PLANTED IN THE CENTER OF THE PIT AND BACKFILLED UNLESS OTHERWISE SPECIFIED, WITH THE PREPARED SOIL. NO SOIL IN MUDDY CONDITION SHALL BE USED FOR BACKFILLING. NO FILLING WILL BE PERMITTED AROUND TRUNKS OR STEMS. ALL BROKEN OR FRAYED ROOTS SHALL BE PROPERLY CUT OFF. D. LANDSCAPE ARCHITECT SHALL APPROVE THE PLACING AND PLANTING OF ALL PLANTS. E. IN THE EVENT THAT UNDERGROUND CONSTRUCTION WORK OR OBSTRUCTIONS ARE ENCOUNTERED IN THE PLANTING OPERATION, ALTERNATE LOCATIONS FOR PLANT MATERIAL WILL BE SELECTED BY THE LANDSCAPE ARCHITECT, AND PLANTING COMPLETED AT NO EXTRA COST TO OWNER. 14.0 PLANTING OF TREES A. POSITION PLANTS IN PLANT LOCATIONS INDICATED ON DRAWINGS AND SECURE APPROVAL BEFORE EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS INDICATED. B. ALL PITS FOR TREES SHALL BE DUG SQUARE WITH BOTTOMS LEVEL, THE LENGTH OF SIDES AND DEPTH EQUAL TO ONE AND ONE-HALF TIMES THE DIAMETER OF THE TREE BALL. COMPACTED SOILS AT SIDES AND BOTTOMS SHALL BE LOOSENED BY SCARIFYING OR OTHER APPROVED METHOD. PITS SHALL BE BACKFILLED WITH "PREPARED SOIL" TO THEIR REQUIRED GRADE, AND THE BALANCE OF THE PIT FILLED WITH "PREPARED SOIL", THOROUGHLY SETTLED BY WATER APPLICATION. (REFER TO PLANTING DETAILS AND SPACING DETAILS) C. SET PLANTS IN CENTER OF PIT, IN A VERTICAL POSITION SO THAT CROWN OF BALL WILL BE LEVEL WITH FINISH GRADE AFTER ALLOWING FOR WATERING AND SETTLING AND SHALL BEAR THE SAME RELATIONSHIP TO THE FINISH GRADE THAT IT DID TO THE SOIL SURFACE IN THE CONTAINER. D. PREPARE DEPRESSED WATER BASIN AS WIDE AS PLANT BALLS AT EACH PLANT. WATER THOROUGHLY, BACKFILLING ANY VOIDS WITH ADDITIONAL PREPARED PLANTING MIX. 15.0 PLANTING VINES, SHRUBS AND GROUNDCOVERS A. VINES AND SHRUBS SHALL BE PLANTED PER DETAILS. COMPACTED SOIL AT BOTTOM OF PIT SHALL BE LOOSENED AND THE PIT FILLED WITH "PREPARED SOIL" TO THE BOTTOM OF THE BALL. WHEN THE PLANT HAS BEEN PROPERLY SET, THE PIT SHALL BE FILLED TO THE REQUIRED GRADE BEEN PROPERLY SET, THE PIT SHALL BE FILLED TO THE REQUIRED GRADE WITH "PREPARED SOIL" AND THOROUGHLY SETTLED BY TAMPING. (REFER TO PLANTING DETAILS) B. PREPARE A DEPRESSED WATER BASIN AS WIDE AS PLANT PITS AT EACH PLANT. WATER THOROUGHLY, BACKFILLING ANY VOIDS WITH ADDITIONAL PREPARED PLANTING MIX. C. GROUND COVERS C.1. PITS FOR FLAT SIZED PLANTS TO BE AT LEAST 4" X 4" X 4". GROUND COVER AREAS SHALL BE MOISTENED PRIOR TO PLANTING. NO FLATTED LINER, OR POTTED PLANTS SHALL BE PLANTED IN DRY SOIL. C.2. SET PLANTS IN CENTER OF PITS SO THAT CROWN OF PLANT WILL BE LEVEL WITH FINISHED GRADE AFTER SETTLING OF SOIL, THEN BACKFILL AND WATER (REFER TO SPACING DETAIL) C.3. FLATTED PLANTS SHALL BE WELL ROOTED WITH RUNNERS AT LEAST 4" BUT NOT MORE THAN 6" IN LENGTH. 16.0 TREES OCCURRING IN LAWN A. TREES OCCURRING IN LAWN SHALL BE PLANTED BEFORE FINAL PREPARATION OF THOSE AREAS. B. ALL TREES SHALL BE INSTALLED WITH BARK PROTECTION DEVICES AT 17.0 CARE OF PLANTS BEFORE AND DURING PLANTING A. PLANTS SHALL NOT BE ALLOWED TO DRY OUT BEFORE OR WHILE BEING PLANTED. KEEP EXPOSED ROOTS MOIST BY MEANS OF WET SAWDUST, PEAT MOSS OR BURLAP AT ALL TIMES DURING PLANTING OPERATIONS. DO NOT EXPOSE ROOTS TO THE AIR EXCEPT WHILE BEING PLACED IN THE GROUND. WILTED PLANTS IN OR OUT OF CONTAINERS, WILL NO BE ACCEPTED AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. B. EXISTING PLANTS, WHERE INDICATED, SHALL BE PROTECTED IN PLACE. DAMAGED, OR DESTROYED PLANTS SHALL BE REPLACED IN DUPLICATE SIZE BY THE CONTRACTOR WITHIN 48 HOURS AFTER NOTIFICATION BY THE OWNER'S REPRESENTATIVE. 18.0 SODDED LAWN A.CULTIVATE ALL LAWN AREAS TO A DEPTH OF 12". ROCKS AND DEBRIS LARGER THAN 1" IN DIAMETER WHICH ARE BROUGHT TO THE SURFACE BY CULTIVATION SHALL BE REMOVED FROM THE SITE. IF CULTIVATION DOES NOT BREAK LUMPS, A SPIKE TOOTH HARROW SHALL BE PULLED BEHIND A MECHANICAL SEEDER OR TRACTOR. B.AREAS TO BE PLANTED IN SOD SHALL BE FINISHED SMOOTH TO PRESENT A NEAT AND UNIFORM GRADE PRIOR TO INSTALLATION. THE LAWN BED SHALL BE INSPECTED AND APPROVED BY THE LANDSCAPE ARCHITECT BEFORE SODDING. C.ALL SODDED AREAS SHALL BE THOROUGHLY WATERED, FERTILIZED, AND KEPT MOIST BY IRRIGATING AS OFTEN AS REQUIRED. D.ANY LAWN AREAS THAT DO NOT SHOW A PROMPT CATCH OF GRASS SHALL BE RE-SODDED AT TEN DAY INTERVALS UNTIL AN ACCEPTABLE STAND OF GRASS IS ASSURED. 19.0 HYDRO-SEEDING A. SLOPE AREAS: REFER TO PLANTING PLAN AND SLOPE MIX DESIGNS FOR TYPES AND AMOUNT OF SEEDS TO BE USED. ALTERNATE SEED MIXES MAY BE USED ONLY UPON APPROVAL OF THE LANDSCAPE ARCHITECT. THE DESIGNED SLURRY MIXES SHALL BE APPLIED BY AN APPROVED HYDROMULCH COMPANY. DESIGNED SLURRY MIXES WILL BE EITHER FOR IRRIGATED OR NON-IRRIGATED SLOPE CONDITION. (REFER TO PLANS AND SEED MIX DESIGNS) EACH CONTAINER OF SLURRY MIX SHALL BE APPLIED WITHIN A 2 HOUR TIME LIMIT, OR BE REJECTED AND REMOVED AT CONTRACTOR'S EXPENSE. B. TURF AREAS; THE DESIGNED SEED AND SLURRY MIX SHALL BE APPLIED IN DESIGNATED AREAS BY AN APPROVED HYDROMULCH COMPANY WITHIN A 2 HOUR TIME LIMIT PER CONTAINER MIX. (REFER TO PLANTING PLAN AND LEGEND) WHERE APPLICABLE, A SUBSTITUTE SEED MIX MAY BE USED ONLY UPON APPROVAL OF THE LANDSCAPE ARCHITECT. C. DAILY WORK SHEETS: DAILY WORK SHEETS SHALL BE SIGNED BY THE NOZZLEMEN AND SENT TO THE OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT FOR PAYMENT APPROVAL. THE FOLLOWING INFORMATION SHALL BE RECORDED: (1) SEED - TYPES, AMOUNTS (2) FERTILIZER - ANALYSIS, AMOUNT (3) BARK - TYPE, AMOUNT (4) SEEDING ADDITIVE - TYPE, AMOUNT (5) NUMBER OF LOADS - AMOUNT OF WATER (6) AREA COVERED - IN ACRES (7) EQUIPMENT USED - CAPACITY AND LICENSE NUMBER D. PROTECTION/CLEAN-UP: PREVENT AND/OR CLEAN-UP OVERSPRAY ONTO CONCRETE RESERVOIRS, DRAINAGE DITCHES, CHANNELS, STRUCTURES, ROADS AND WALKWAYS. OVERSPRAY AND SPILLAGE ONTO RESTRICTED AREAS SHALL BE REMOVED THE SAME DAY AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. 20.0 WATERING A. IMMEDIATELY AFTER PLANTING, WATER SHALL BE APPLIED BY HOSE IN A MODERATE STREAM IN THE PLANTING HOLES UNTIL THE MATERIAL ABOUT THE ROOTS IS COMPLETELY SATURATED FROM THE BOTTOM OF THE HOLE TO THE TOP OF THE GROUND. B. PLANTS WHICH CANNOT BE WATERED EFFICIENTLY WITH THE EXISTING IRRIGATION SHALL BE WATERED BY MEANS OF A HOSE. C. APPLY WATER IN SUFFICIENT QUANTITIES, AND AS OFTEN AS SEASONAL AND SOIL CONDITIONS REQUIRE, TO KEEP THE GROUND WET AT ALL TIMES, WELL BELOW THE ROOT SYSTEM OF GRASS AND PLANTING. CARE IS TO BE TAKEN IN WATERING SLOPES SO AS NOT TO CAUSE EROSION DAMAGE. D. FOLLOWING THE PLANTING OF GROUND COVER PLANTS IMMEDIATELY AND THOROUGHLY WATER BY THE IRRIGATION SYSTEM, OR BY A SLOW RUNNING HOSE SPRAY. 21.0 WATERING BASINS A. CONSTRUCT A FIRMLY COMPACTED MOUND OF SOIL AROUND EACH TREE AND PLANT TO FORM A WATERING BASIN AT THE EDGE OF AND FOLLOWING THE SHAPE OF THE PLANTING PIT AREA. MOUNDS FOR TREES AND FOR VINES FROM 5-GALLON OR LARGER CONTAINERS, SHALL BE AT LEAST 4" HIGH. MOUNDS FOR ALL OTHER TREES, VINES OR PLANTS NOT OTHERWISE SPECIFIED SHALL BE AT 2" HIGH. EXCAVATED EARTH, IF CAPABLE OF RETAINING WATER, MAY BE USED. ANY SETTLEMENT WITHIN THE BASINS RETAINING WATER SHALL BE REFILLED TO THE REQUIRED GRADE WITH PREPARED SOIL, AND ADDITIONAL NITROGEN STABILIZED SAWDUST WORKED INTO THE SURFACE AS REQUIRED TO RESTORE THE BARE BARKED CONDITION. B. REMOVE WATERING BASINS IN PLANTER AREAS AT THE TIME OF BARK INSTALLATION. 23.0 TREE STAKING A. STAKE ALL NON-GUYED TREES AT TIME OF PLANTING BY PLACING STAKE IN THE PREPARED HOLE AND DRIVING IT 12" INTO SOLID GROUND. PLANT THE TREE AS CLOSE TO THE STAKE AS POSSIBLE WITHOUT CROWDING THE ROOTS. FASTEN THE TREE TO THE UPPER END OF STAKE USING "CINCH TIES". (REFER TO DETAIL) B. TREES 36" BOX SIZE OR LARGER, SHALL BE IMMEDIATELY ROOT GUYED AFTER PLANTING WITH DUCKBILL ROOT BALL ANCHOR OR EQUAL PER MFG. INSTRUCTIONS. 24.0 ESPALIERING OF VINES ALL TRELLISES AND STAKES ARE TO BE REMOVED FROM PLANTS, AND THE PLANTS SHALL BE FASTENED AND TRAINED AGAINST FENCES OR WALLS UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT. REFER TO DETAIL. 25.0 BARK MULCH WEED CONTROL BARK INSTALLATION SHALL CONSIST OF PLACING SHREDDED WOOD BARK MULCH IN ALL SHRUB PLANTING AREAS PER PLANTING PLAN NOTES. CONTRACTOR SHALL SUPPLY A ONE GALLON BAG SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO DELIVERY. MFG. HALL CERTIFY BARK MULCH TO BE BROWN AND GOLD. COPIES SHALL BE PROVIDED TO CITY LANDSCAPE INSPECTOR AND LANDSCAPE ARCHITECT AVAIL. THRU: AGUINAGA GREEN -- PHONE: 714-649-90 26.0 CERTIFICATES IN ADDITION TO ANY OTHER CERTIFICATES SPECIFIED, CONTRACTOR SHALL FURNISH A CERTIFICATE WITH EACH DELIVERY OF BULK MATERIAL, STATING THE SOURCE, QUANTITY AND TYPE OF MATERIAL AND THAT THE MATERIAL CONFORMS TO THE SPECIFICATION REQUIREMENTS. FOR BULK DELIVERED ORGANIC FERTILIZER, THE CERTIFICATE SHALL ALSO STATE THE VOLUME, NET WEIGHT, PERCENT OF NITROGEN AND PERCENT OF PHOSPHORIC ACID. FOR EACH FERTILIZER AND SOIL CONDITIONER, IN CONTAINERS, A SIMILAR CERTIFICATE OR INVOICE SHALL BE FURNISHED STATING TOTAL QUANTITIES BY WEIGHT AND VOLUME FOR EACH MATERIAL. THESE CERTIFICATES SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT PRIOR TO THE START OF THE MAINTENANCE PERIOD. 27.0 PROTECTION CONTRACTOR SHALL CAREFULLY AND CONTINUOUSLY PROTECT ALL AREAS INCLUDED IN THE CONTRACT, INCLUDING PLANT MATERIALS, FENCES, SUPPORTS, ETC., UNTIL FINAL ACCEPTANCE OF THE WORK BY THE LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE. 28.0 MAINTENANCE A. CONTRACTOR SHALL MAINTAIN A SUFFICIENT NUMBER OF MEN AND ADEQUATE EQUIPMENT TO PERFORM THE WORK HEREIN SPECIFIED. PLANT MAINTENANCE WORK SHALL CONSIST OF APPLYING HERBICIDES BY A CERTIFIED SPRAYER CARING FOR PLANTS, INCLUDING GROUNDCOVERS, SHRUBS AND TREES, EDGING, AERATING AND MOWING OF LAWNS, FERTILIZING AND CONTROL OF WEEDS, PESTS AND DISEASES. B. DAMAGE TO ANY PLANTED AREA SHALL BE REPAIRED IMMEDIATELY. DEPRESSIONS CAUSED BY VEHICLES OR FOOT TRAFFIC SHALL BE FILLED WITH TOPSOIL, LEVELED AND REPLANTED. EXTERMINATE ALL RODENTS, AND REPAIR RODENT DAMAGE IMMEDIATELY. C. THE ENTIRE PROJECT SHALL BE MAINTAINED FOR A PERIOD OF 90 DAYS COMMENCING FROM THE TIME ALL ITEMS OF WORK HAVE BEEN COMPLETED TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT AND CONTRACTOR HAS RECEIVED WRITTEN NOTIFICATION FOR "START OF MAINTENANCE". D. THE PROJECT SHALL BE CARED FOR IN A NEAT AND CLEAN CONDITION AT ALL TIMES TO THE SATISFACTION OF THE OWNER AND LANDSCAPE ARCHITECT. 29.0 LAWN MAINTENANCE A. WATERING - WATER EVERY DAY ONCE PER DAY FOR TWO WEEKS AND THEREAFTER GRADUALLY REDUCE FREQUENCY OF WATERING TO THREE TIMES PER WEEK. CONTRACTOR SHALL CONTINUE TO MAINTAIN THE LAWN UNTIL FINAL ACCEPTANCE BY THE LANDSCAPE ARCHITECT AND OWNER. B. FERTILIZING - APPLY 12-12-12 (BEST OR EQUAL) AT THE RATE OF 5 POUNDS PER 1,000 SQUARE FEET THREE WEEKS AFTER INSTALLATION AND WATER IMMEDIATELY THEREAFTER. C. DISEASES AND PEST CONTROL - TWO WEEKS AFTER APPROVAL OF LAWN INSTALLATION, APPLY A GRANULAR MERCURIAL FUNGICIDE OF 1.8% MERCUROUS CHLORIDE AS PER MANUFACTURER'S RECOMMENDATION. D. MOWING - (TALL FESCUE LAWNS) - THE LAWN SHALL BE MOWED AT A HEIGHT OF 2" WITH A ROTARY MOVER, EQUIPPED WITH ROLLER, BEFORE IT REACHES 3" IN HEIGHT. COLLECT GRASS CLIPPING DURING MOWING OPERATIONS AND REMOVE FROM THE SITE. AFTER EACH CUTTING, THE EDGE OF THE GRASS SHALL BE TRIMMED TO A NEAT AND UNIFORM LINE. THE LAWN EDGES SHALL BE MAINTAINED NEATLY AT ALL TIMES. 30.0 GROUNDCOVER AND SHRUB AREA MAINTENANCE A. WATERING - NEW PLANTINGS SHALL BE WATERED ONCE PER DAY FOR TWO (2) WEEKS AFTER INSTALLATION. REDUCE WATERING TO EVERY OTHER DAY FOR THE NEXT TWO (2) WEEKS. WATER THEREAFTER THREE (3) TIMES PER WEEK UNTIL FINAL ACCEPTANCE. B. FERTILIZATION - FERTILIZE THREE (3) WEEKS AFTER PLANTING WITH 5 POUNDS 12-12-12 (BEST OR EQUAL) PER 1,000 SQUARE FEET; FERTILIZE THEREAFTER EVERY THIRTY (30) DAYS. C. DISEASE AND PEST CONTROL - FOR CONTROL OF SLUGS AND SNAILS, APPLY PELLETIZED TRICALCIUM ARSINATE 5% BY WEIGHT AND METALDEHYDE 5% BY WEIGHT AS PER MANUFACTURER'S RECOMMENDATIONS TWO (2) WEEKS AFTER PLANT INSTALLATIONS. FOR CONTROL OF CUTWORMS AND OTHER SOIL INSECTS, APPLY METRO BRAND SOILDRIN AS PER MANUFACTURER'S RECOMMENDATIONS TWO (2) WEEKS AFTER PLANT INSTALLATIONS. THIS PRODUCT CONTAINS DIELDRIN, LINDANE AND PHOSPHOROTHIOATE. EXTERMINATE GOPHERS AND MOLES AND REPAIR DAMAGE. D. PRUNING - ALL SHRUBS AND TREES SHALL BE PINCH PRUNED AS NECESSARY TO ENCOURAGE NEW GROWTH AND TO ELIMINATE RANK SUCKER GROWTH. DO NOT BALL SHRUBS. OLD FLOWERS, AND DEAD FOLIAGE AND LIMBS SHALL BE REMOVED. NO MAJOR TREE PRUNING SHALL BE DONE WITHOUT THE APPROVAL OF THE LANDSCAPE ARCHITECT. CONTACT LANDSCAPE ARCHITECT 48 HOURS IN ADVANCE OF ALL PRUNING PERIODS. E. WEEDING - ALL PLANTING AREAS INCLUDING LAUN AREAS SHALL BE KEPT WEED-FREE AT ALL TIMES. WEEDS SHALL BE DUG OUT BY THE ROOTS AND DISPOSED OF OFFSITE. UPON COMPLETION OF THE CALLED FOR MAINTENANCE PERIOD, THE CONTRACTOR SHALL FERTILIZE PER #28 - LAWN MAINTENANCE AND #29 GROUNDCOVERS AND SHRUB AREA MAINTENANCE OF THESE SPECIFICATIONS. 31.0 GUARANTEE AND REPLACEMENTS A. ALL SHRUBS AND GROUNDCOVER SHALL BE GUARANTEED BY CONTRACTOR AS TO GROWTH AND HEALTH FOR A PERIOD OF 90 DAYS AFTER COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD, AND/OR FINAL ACCEPTANCE BY THE LANDSCAPE ARCHITECT. ALL TREES UP TO 24" BOX SIZE SHALL BE GUARANTEED BY CONTRACTOR TO LIVE AND GROW IN AN ACCEPTABLE UPRIGHT POSITION FOR A PERIOD OF ONE (1) YEAR AFTER COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD, AND/OR FINAL ACCEPTANCE BY THE LANDSCAPE ARCHITECT. TREES IN 24" BOXES OR LARGER, AND ALL FIELD GROWN SPECIMENS SHALL BE GUARANTEED BY CONTRACTOR TO LIVE AND GROW IN AN ACCEPTABLE UPRIGHT MANNER FOR A PERIOD OF ONE (1) YEAR AFTER COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD, AND/OR FINAL ACCEPTANCE BY THE LANDSCAPE ARCHITECT. B. ALL PLANTS THAT SHOW SIGNS OF FAILING GROWTH AT ANY TIME DURING THE LIFE OF THE CONTRACT, INCLUDING THE MAINTENANCE PERIOD, OR THOSE PLANTS INJURED OR DAMAGED AS TO RENDER THEM UNSUITABLE FOR THE PURPOSE INTENDED, SHALL BE IMMEDIATELY REPLACED IN KIND AND SIZE AT THE EXPENSE OF THE CONTRACTOR. C. CONTRACTOR SHALL, WITHIN 5 DAYS NOTICE BY THE LANDSCAPE ARCHITECT, REMOVE AND REPLACE ALL GUARANTEED PLANT MATERIALS GUARANTEE. REPLACEMENT SHALL BE MADE WITH PLANT MATERIALS AS INDICATED OR SPECIFIED FOR THE ORIGINAL PLANTING, AND ALL SUCH REPLACEMENT MATERIALS SHALL BE GUARANTEED AS SPECIFIED FOR THE ORIGINAL GUARANTEED MATERIALS. 32.0 CLEAN-UP UPON COMPLETION OF THE WORK IN THIS SECTION, CONTRACTOR SHALL REMOVE ALL RUBBISH, TRASH AND DEBRIS RESULTING FROM HIS OPERATIONS. CONTRACTOR SHALL REMOVE ALL EQUIPMENT AND IMPLEMENTS OF HIS SERVICE AND LEAVE ENTIRE AREA INVOLVED IN A NEAT AND ACCEPTABLE CONDITION IN ORDER TO GAIN THE FINAL APPROVAL BY THE LANDSCAPE ARCHITECT. 33.0 TURF AND/OR GROUNDCOVERS WEEDS WILL BE A CONTINUOUS PROBLEM, MORE SO DURING THE EARLY STAGES BEFORE PLANTINGS BECOME FULLY ESTABLISHED, AND TO A LESSER DEGREE THEREAFTER. ALL AREAS SHOULD BE MAINTAINED WEED-FREE. PART B MAINTENANCE REQUIRED: 1. REGULAR MOWING AND EDGE TRIMMING OF GRASS AREAS (TURF). 2. PERIODIC APPLICATION OF INSECTICIDES FOR CONTROL OF APHIDS, SNAILS, ETC., AND CHEMICAL CONTROL OF PLANT DISEASES AS DIRECTED BY A LICENSED PESTICIDE PROFESSIONAL. 3. REGULAR REMOVAL OF WEEDS BY HAND, AN/OR PERIODIC APPLICATION OF HERBICIDES FOR CONTROL OF WEEDS SUCH AS BERMUDA GRASS , CRABGRASS, NUTGRASS AND DANDELIONS AS DIRECTED BY A LICENSED HERBICIDE PROFESSIONAL. 4. PERIODIC APPLICATION OF ORGANIC FERTILIZERS TO REPLENISH SOIL NUTRIENTS REQUIRED FOR HEALTHY TURF AND PLANT GROWTH. 5. YEARLY AERATION OF TURF AREAS TO RELIEVE SOIL COMPACTION AND THATCH BUILDUP, ALLOWING AIR AND WATER TO REACH THE ROOT SYSTEM OF GRASS. 6. CUTTING BACK OF EXCESS GROUNDCOVER TO PREVENT "CHOKING" OF OTHER TREES AND SHRUBS, AND TO KEEP IT FROM GROWING OVER WALKWAYS AND DRAINS. 7. REMOVAL OF TURF BY HAND, FROM WITHIN 12 INCHES OF TREE TRUNKS TO ELIMINATE DAMAGE POTENTIAL FROM MOWERS AND STRING TRIMMERS. 8. REGULAR GATHERING AND DISPOSAL OF LEAVES AND TRASH. FREQUENCY: 1. MOWING OF GRASS WILL NEED TO BE DONE ON A WEEKLY BASIS. EDGE TRIMMING WILL NEED TO BE DONE 2 TIMES PER MONTH. 2. APPLICATION OF INSECTICIDES AND CHEMICAL CONTROLS, ONLY AS REQUIRED. 3. WEED REMOVAL AND/OR APPLICATION OF HERBICIDES, AS REQUIRED. 4. APPLICATION OF LAWN FERTILIZER AT LEAST 4 TIMES PER YEAR; MARCH, MAY, JULY, AND SEPTEMBER. APPLICATION OF GROUND COVER FERTILIZER TWO TIMES PER YEAR. 5. AERATION AND VERTICAL MOWING OF LAWNS SHOULD BE DONE AT LEAST ONCE PER YEAR. 6. CUTTING BACK OF EXCESS GROUNDCOVER 4 TIMES PER YEAR. 7. GRASS SHOULD BE CONSTANTLY CLEARED FROM AROUND THE BASE OF TREES, BY HAND REMOVAL. 8. LEAVES AND TRASH SHOULD BE REMOVED FROM ALL AREAS ON A WEEKLY BASIS. II. TREES ALL AREAS SHOULD BE FERTILIZED ACCORDING TO THE SCHEDULE SET FORTH IN THE SPECIFICATIONS. PERIODIC INSPECTIONS SHOULD EVALUATE THE RESPONSE TO THE RECOMMENDED FERTILIZATION PROGRAM AND ADJUSTMENTS MADE AS NECESSARY. SPECIAL FERTILIZATION NEEDS SHOULD BE IDENTIFIED AND IMPLEMENTED AS NEEDED. MAINTENANCE REQUIRED: 1. PERIODIC PRUNING TO REMOVE DEAD, DISEASED OR WEAKENED LIMBS TO PROMOTE HEALTHY AND SYMMETRIC GROWTH OF THE TREE. REMOVAL OF ANY LIMBS, BRANCHES, OR FRONDS WHICH MIGHT IMPACT A BUILDING OR STRUCTURE UNDER WINDY CONDITIONS. REMOVAL (AND POSSIBLE REPLACEMENT) OF DISEASED OR WEAKENED TREES. 2. SELECTED THINNING OR LACING OF TREES. 3. STAKING OF YOUNGER TREES TO PROMOTE GROWTH IN THE APPROPRIATE DIRECTION. 4. PERIODIC APPLICATION OF INSECTICIDES TO CONTROL INFESTATIONS. 5. PERIODIC APPLICATION OF FERTILIZERS TO PROMOTE HEALTHY GROWTH. 6. PERIODIC ROOT PRUNING TO AVOID POTENTIAL CRACKING OF SIDEWALKS OR DRIVEWAYS. 7. REGULAR INSPECTION OF TREE BREATHER TUBES FOR EXCESS ACCUMULATION OF WATER IN THE ROOT ZONE. FREQUENCY: 1. PRUNING AND TREE THINNING SHOULD BE DONE ONCE A YEAR; TREE REMOVAL AND REPLACEMENT - ONCE A YEAR; AND CONFLICTING LIMB, OR BRANCH, REMOVAL DONE ON AN AS-NEEDED BASIS. TREE REPLACEMENT SHOULD BE CONSIDERED WHERE EXISTING TREE TRUNK CALIPER EXCEEDS 6 INCHES AND ARE PLANTED IN AREAS OF LESS THAN 5 FEET WIDE. 2. TREE THINNING OR LACING, AS REQUIRED, SHOULD BE DONE ONCE PER YEAR. 3. TREES SHOULD BE INSPECTED AT LEAST 4 TIMES PER YEAR TO DETERMINE WHETHER STAKING AND/OR GUYING SHOULD BE ADDED, REMOVED OR ADJUSTED. 4. APPLICATION OF INSECTICIDES SHOULD BE DONE ONLY AS REQUIRED TO AFFECTED TREES. 5. APPLICATION OF FERTILIZERS IN MARCH AND SEPTEMBER OF EACH YEAR TO PROMOTE HEALTHY GROWTH. 6. TREE BREATHER TUBES SHOULD BE INSPECTED AS LEAST MONTHLY, AND MORE OFTEN WHERE TREES OCCUR IN DRAINAGE SENSITIVE AREAS. EFFECTS OF DEFERRED MAINTENANCE: 1. FAILURE TO PROVIDE THE MAINTENANCE REQUIRED WILL EVENTUALLY TAKE ITS TOLL LEADING TO DETERIORATION OF THE HEALTH AND GENERAL APPEARANCE OF THE PROJECT'S TREES. IMPROPER STAKING OR ROOT PRUNING COULD RESULT IN LONG TERM DAMAGE TO ADJACENT HARDSCAPE OR STRUCTURES. III. SHRUBS ALL AREAS SHOULD BE FERTILIZED ACCORDING TO THE MINIMUM SCHEDULE SET FORTH IN THE SPECIFICATIONS. PERIODIC INSPECTIONS SHOULD EVALUATE THE RESPONSE TO THE RECOMMENDED FERTILIZATION PROGRAM AND ADJUSTMENTS MADE AS NECESSARY. SPECIAL FERTILIZATION NEEDS SHOULD BE IDENTIFIED AND IMPLEMENTED AS NEEDED. MAINTENANCE REQUIRED: 1. SELECTIVE PERIODIC PRUNING OF SHRUBS. 2. APPLICATION OF INSECTICIDES TO CONTROL INFESTATIONS (SUCH AS APHIDS). 3. APPLICATION OF SNAIL BAIT TO PREVENT SNAILS FROM DEVOURING SHRUBS AND PLANTS. 4. PERIODIC APPLICATION OF FERTILIZERS TO PROVIDE THE NUTRIENTS NECESSARY FOR HEALTHY GROWTH. 5. APPLICATION OF CHEMICAL CONTROL FOR FUNGUS, BACTERIAL, AND VIRAL INFESTATIONS. 6. MONITORING OF VINES AND "ESPALIERED" PLANTS TO INSURE THEY ARE NEATLY PRUNED AND SECURELY ATTACHED TO WALLS OR FENCES. 7. MAINTAIN MEDIUM GRIND SHREDDED MULCH AT A UNIFORM 3" THICKNESS IN ORDER TO SUPPRESS WEED GROWTH, MINIMIZE THE USE OF HERBICIDES AND CONSERVE WATER. ENSURE PLANTS ARE NOT COVERED AT BASE OF STEM. FREQUENCY: 1. PRUNING SHOULD BE DONE AS NEEDED TO PREVENT SHRUBS AND PLANTS FROM BECOMING "RANGEY" AND TO CONTAIN THEIR SIZE. PRUNING SHOULD BE DONE WITH CARE NOT TO "POODLE" SHRUBS. ALL TRIMMINGS SHOULD BE PROMPTLY REMOVED FROM THE SITE. 2. APPLICATION OF INSECTICIDES, ONLY AS REQUIRED. 3. AS SNAILS CAN BE A PROBLEM IN THIS AREA, SNAIL BAIT SHOULD BE APPLIED AS REQUIRED TO CONTROL THE PROBLEM. 4. FERTILIZATION OF SHRUBS WILL OCCUR IN CONJUNCTION WITH THE FERTILIZATION OF GROUND COVER AREAS, AS DISCUSSED EARLIER. SHRUBS SHOULD BE REGULARLY MONITORED FOR SIGNS OF MICRO-NUTRIENT DEFICIENCY, AND TREATED ACCORDINGLY AS NEEDED. 5. APPLICATION OF FUNGICIDES, BACTERICIDES, ETC., AS SYMPTOMS APPEAR. 6. VINES AND ESPALIERS SHOULD BE MONITORED ON AN "ON-GOING" BASIS. EFFECTS OF DEFERRED MAINTENANCE: 1. NEGLECT WOULD RESULT IN DETERIORATION OF THE SHRUBS , EVENTUALLY REQUIRING REMOVAL, REPLACEMENT, OR "DRASTIC" PRUNING OF SHRUBS, AND LOSS OF AESTHETIC APPEARANCE. NOTE: REFER TO SOILS REPORT FOR ALL AMENDMENTS: FERTILIZER, SOIL AMENDMENTS, SOILS PREPARATION, PIT BACKFILL, ETC. 2440 El Camino Real Atascadero, CA 93422 Tract: APN: MACIAS COMMERCIAL PROJECT: Garrett Macias 2440 El Camino Real Atascadero, CA 93422 These designs and drawings are CONFIDENTIAL and the exclusive property of OT Landscape + Planning and are not to be used, duplicated, or distributed without express permission. Copyright © 2023 OT Landscape + Planning. All rights reserved.LANDSCAPE + PLANNING Paso Robles, CA 93446 8 0 5 . 4 0 0 . 3 1 0 5 othomas.landscape@gmail.com instagram.com/OTBLandscape REVISIONS PERMIT NO.: PROJECT NUMBER SHEET NUMBERSTATE OF C A L IFO RNIAOWEN T HO MASDATE EXP. 7/31/24 SIGNATURELICENSED LAN D S CAPE AR C HITECT6624 6/17/2024 SCALE: L15 2023-004 PLANTING SPECIFICATIONS PER PLAN BCOM24-0126 44 A03A03A03A03 A06A06A06A06 A01A01 A04A04 A02A02 A05A05 A01A01 A02A02 A05A05A04A04 Industrial Awning Industrial Awning Industrial AwningIndustrial AwningD04D04 W01W01 W05W05W07W07W04W04W05W05 D02D02 W03W03 D06D06 W07W07W02W02W06W06W07W07W02W02W06W06W04W04W05W05 D02D02 W03W03 W07W07W01W01W05W05 D07D07 D08D08 21'-3"21'-3"21'-3"21'-3" 5'-5"5'-4"5'-4"5'-2"6'9'-3"6'10'-7 1/2"10'-7 1/2"3'6'6'-3"6'21'5'5'5'5'5'8'-5 1/2"8'-5 1/2"8'5'85'51'BUILDING 1 UNI-SEX BATHROOMUNI-SEX BATHROOM 11 11 22 22 11 22 1111 VAULTVAULT 11 11 1111 8'-0"8'-0" 11 11 1111 8'-0"8'-0" 33 33 44 44 PROPOSED FLOOR PLAN (BLDG. 1)NDOOR SCHEDULE NUMBER QTY SIZE WIDTH HEIGHT HARDWARE DESCRIPTION THICKNESS TEMPERED COMMENTS D02 3 3080 L EX 36 " 96 " SCHLAGE ND50PD, LEVER, SELF-CLOSING EXT. HINGED-GLASS PANEL 1 3/4" YES DRAINABLE THRESHOLD,NONABSORBENT FLOOR & WALL FINISHES 24" MIN D03 1 3080 R EX 36 " 96 " SCHLAGE ND50PD, LEVER, SELF-CLOSING EXT. HINGED-GLASS PANEL 1 3/4" YES DRAINABLE THRESHOLD,NONABSORBENT FLOOR & WALL FINISHES 24" MIN D04 2 120120 144 " 144 " GARAGE-MODERN STEEL - GROOVED 1 3/4" D06 2 120120 144 " 144 " GARAGE-AVANTE 3 PANEL 24" 1 3/4" YES D07 2 3080 L IN 36 " 96 " SCHLAGE ND50PD, LEVER, SELF-CLOSING HINGED-DOOR P04 1 3/8" D08 2 3080 R IN 36 " 96 " SCHLAGE ND50PD, LEVER, SELF-CLOSING HINGED-DOOR P04 1 3/8" WINDOW SCHEDULE NUMBER QTY SIZE DESCRIPTION WIDTH HEIGHT R/O EGRESS TEMPERED COMMENTS W01 4 4050FX FIXED GLASS 48 " 60 " 49"X61" W02 4 6050FX FIXED GLASS 72 " 60 " 73"X61" W03 4 3020FX FIXED GLASS 36 " 24 " 37"X25" W04 4 4050FX FIXED GLASS 48 " 60 " 49"X61" YES W05 8 4020FX FIXED GLASS 48 " 24 " 49"X25" W06 4 6020FX FIXED GLASS 72 " 24 " 73"X25" W07 8 8030FX FIXED GLASS 96 " 36 " 97"X37" FIXTURE SCHEDULE NUMBER DESCRIPTION QTY WIDTH DEPTH HEIGHT COMMENTS A01 ADA TOILET 4 30 " 36 " 16 15/16 " MINIMUM CLEARANCES: 24" FRONT, 30" COMPARTMENT WIDTH, NEW WATER CLOSETS AND ASSOCIATED FLUSHOMETER VALVES, IF ANY SHALL USE NO MORE THAN 1.28 GALLONS PER FLUSH AND SHALL MEET PERFORMANCE STANDARDS ESTABLISHED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE STANDARD A112.19.2. H&S CODE, SECTION 17921.3 (B) & CAL GREEN CODE, 4" MIN SEWER LINE REQUIRED A02 HORIZONTAL GRAB BAR 4 36 " 2 1/4 " 2 1/4 " A03 ROUND DRAIN 4 4 " 4 " 1 11/16 " A04 WALL MOUNTED SINK 4 26 1/8 " 24 1/4 " 25 5/16 " MAXIMUM FIXTURE FLOW RATE OF 1.5 GALLONS PER MINUTE @ 60PSI A05 HORIZONTAL GRAB BAR 4 48 " 2 1/4 " 2 1/4 " A06 WALL MOUNTED A/C CONDENSOR 4 31 " 12 3/4 " 29 1/2 " FLOOR PLAN KEYNOTES 11 COMBO EXITING & EMERGENCY ILLUMINATED LIGHT STAINLESS STEEL FIRE EXTINGUISHER CABINET MOUNT ON WALL WITH 10LB FIRE EXTINGUISHER PROVIDE AN INTERNATIONAL SYMBOL OF ACCESSIBILITY (5"x5" Decal) AT THE PRIMARY ENTRANCE TO BUILDING 24" CLEAR ON STRIKE SIDE OF ENTRY DOOR 22 33 44 WALL SCHEDULE 2D SYMBOL WALL TYPE 2X6 INTERIOR STUD WALL EXTERIOR SHEET METAL WALL WITH R-19 MIN. EXTERIOR SHEET METAL WALL WITH R-19 MIN. - 2 HOUR FIRE RATED DETAIL 2/A-23 DETAIL 4/A-23 FINISH SCHEDULE (ALL ITEMS LISTED AS PER OWNER, TO BE CHOSEN BY OWNER AND INSTALLED BY THE CONTRACTOR, UNLESS NOTED OTHERWISE. IF NOT NOTED "PER OWNER", THEN CONTRACTOR PROVIDED AND INSTALLED) CEILING HEIGHT BASE FLOOR WALLS CEILING FLOOR: 1. SEALED CONCRETE WALLS: 1. FULL WALL HEIGHT "FRP" WALL PANELING 2. 5/8" TYPE-X GYP. BD. - SKIP SMEAR TROWEL FINISH, materials shall not exceed the flame spread classification in CBC Table 803.11 BASE: 1. INTEGERAL RADIUS "SpeedCove's lightweight" CEILING: 1. 5/8" TYPE-X GYP. BD. - SKIP SMEAR TROWEL FINISH & PAINT W/ BENJAMIN MOORE, FINISH PER OWNER (COLOR PER OWNER) 60"60"60" 60"48"60"54"60"54"48"60" 18"18" 18"18" 30"30" 30"x48" CLEARANCE AT SINK 30"x48" CLEARANCE AT SINK BATHROOM FLOOR PLAN DETAIL 8'BATHROOM SECTION Scale: 1/4" = 1'-0" PLOT DATE:7/1/2024 c a l i f o r n i a l i c e n s e #: C 3 0 5 3 1 e m a i l : c m i a r c h i t e c t @ g m a i l .c o m p h o n e : 8 0 5 . 4 5 9 . 2 8 4 9 a r c h i t e c t s e a l : 12/31/25 p r o j e c t t y p e : p r o j e c t a d d r e s s : c l i e n t : S h e e t T i t l e : S h e e t I n f o : S h e e t: REV:DESCRIPTION DATE LLiigghhtt IInndduussttrriiaall BBuuiillddiinnggss 22444400 EEll CCaammiinnoo RReeaall AAttaassccaaddeerroo,, CCAA GGBBTT SShheeeett MMeettaall GGaarrrreetttt MMaacciiaass A-7 Scale: 1/2" = 1'-0" Scale: 1/2" = 1'-0" 2x6 PT SILL PLATE WITH 1/2" x 4" Strong-Tie THD50400HMG Titen HD Screw Anchor, Galvanized 2x10 CEILING JOIST @ 24"oc 18" clear on strike side 45 A03A03A03A03 A06A06A06A06 Industrial Awning Industrial Awning Industrial Awning A01A01 A04A04 A02A02 A05A05 A01A01 A02A02 A05A05 A04A04 Industrial AwningIndustrial AwningD04D04 W04W04 W05W05 D02D02 W03W03W07W07W01W01W05W05W02W02W06W06W07W07W02W02W06W06W07W07 D06D06D03D03 W03W03W04W04W05W05W07W07W01W01W05W05 D07D07 D08D08 21'-3"21'-3"21'-3"21'-3" 5'-5"5'-4"5'-4"5'-2"6'9'-3"6'10'-7 1/2"10'-7 1/2"3'6'6'-3"6'21'5'5'5'5'5'8'-5 1/2"8'-5 1/2"5'8'85'51'BUILDING 2 UNI-SEX BATHROOMUNI-SEX BATHROOM 11 11 22 22 11 22 1111 VAULTVAULT 11 11 1111 8'-0"8'-0" 11 11 1111 8'-0"8'-0" 3333 44 44 PROPOSED FLOOR PLAN (BLDG. 2)NDOOR SCHEDULE NUMBER QTY SIZE WIDTH HEIGHT HARDWARE DESCRIPTION THICKNESS TEMPERED COMMENTS D02 3 3080 L EX 36 " 96 " SCHLAGE ND50PD, LEVER, SELF-CLOSING EXT. HINGED-GLASS PANEL 1 3/4" YES DRAINABLE THRESHOLD,NONABSORBENT FLOOR & WALL FINISHES 24" MIN D03 1 3080 R EX 36 " 96 " SCHLAGE ND50PD, LEVER, SELF-CLOSING EXT. HINGED-GLASS PANEL 1 3/4" YES DRAINABLE THRESHOLD,NONABSORBENT FLOOR & WALL FINISHES 24" MIN D04 2 120120 144 " 144 " GARAGE-MODERN STEEL - GROOVED 1 3/4" D06 2 120120 144 " 144 " GARAGE-AVANTE 3 PANEL 24" 1 3/4" YES D07 2 3080 L IN 36 " 96 " SCHLAGE ND50PD, LEVER, SELF-CLOSING HINGED-DOOR P04 1 3/8" D08 2 3080 R IN 36 " 96 " SCHLAGE ND50PD, LEVER, SELF-CLOSING HINGED-DOOR P04 1 3/8" WINDOW SCHEDULE NUMBER QTY SIZE DESCRIPTION WIDTH HEIGHT R/O EGRESS TEMPERED COMMENTS W01 4 4050FX FIXED GLASS 48 " 60 " 49"X61" W02 4 6050FX FIXED GLASS 72 " 60 " 73"X61" W03 4 3020FX FIXED GLASS 36 " 24 " 37"X25" W04 4 4050FX FIXED GLASS 48 " 60 " 49"X61" YES W05 8 4020FX FIXED GLASS 48 " 24 " 49"X25" W06 4 6020FX FIXED GLASS 72 " 24 " 73"X25" W07 8 8030FX FIXED GLASS 96 " 36 " 97"X37" FIXTURE SCHEDULE NUMBER DESCRIPTION QTY WIDTH DEPTH HEIGHT COMMENTS A01 ADA TOILET 4 30 " 36 " 16 15/16 " MINIMUM CLEARANCES: 24" FRONT, 30" COMPARTMENT WIDTH, NEW WATER CLOSETS AND ASSOCIATED FLUSHOMETER VALVES, IF ANY SHALL USE NO MORE THAN 1.28 GALLONS PER FLUSH AND SHALL MEET PERFORMANCE STANDARDS ESTABLISHED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE STANDARD A112.19.2. H&S CODE, SECTION 17921.3 (B) & CAL GREEN CODE, 4" MIN SEWER LINE REQUIRED A02 HORIZONTAL GRAB BAR 4 36 " 2 1/4 " 2 1/4 " A03 ROUND DRAIN 4 4 " 4 " 1 11/16 " A04 WALL MOUNTED SINK 4 26 1/8 " 24 1/4 " 25 5/16 " MAXIMUM FIXTURE FLOW RATE OF 1.5 GALLONS PER MINUTE @ 60PSI A05 HORIZONTAL GRAB BAR 4 48 " 2 1/4 " 2 1/4 " A06 WALL MOUNTED A/C CONDENSOR 4 31 " 12 3/4 " 29 1/2 " FLOOR PLAN KEYNOTES 11 COMBO EXITING & EMERGENCY ILLUMINATED LIGHT STAINLESS STEEL FIRE EXTINGUISHER CABINET MOUNT ON WALL WITH 10LB FIRE EXTINGUISHER PROVIDE AN INTERNATIONAL SYMBOL OF ACCESSIBILITY (5"x5" Decal) AT THE PRIMARY ENTRANCE TO BUILDING 24" CLEAR ON STRIKE SIDE OF ENTRY DOOR 22 33 44 WALL SCHEDULE 2D SYMBOL WALL TYPE 2X6 INTERIOR STUD WALL EXTERIOR SHEET METAL WALL WITH R-19 MIN. EXTERIOR SHEET METAL WALL WITH R-19 MIN. - 2 HOUR FIRE RATED DETAIL 2/A-23 DETAIL 4/A-23 FINISH SCHEDULE (ALL ITEMS LISTED AS PER OWNER, TO BE CHOSEN BY OWNER AND INSTALLED BY THE CONTRACTOR, UNLESS NOTED OTHERWISE. IF NOT NOTED "PER OWNER", THEN CONTRACTOR PROVIDED AND INSTALLED) CEILING HEIGHT BASE FLOOR WALLS CEILING FLOOR: 1. SEALED CONCRETE WALLS: 1. FULL WALL HEIGHT "FRP" WALL PANELING 2. 5/8" TYPE-X GYP. BD. - SKIP SMEAR TROWEL FINISH, materials shall not exceed the flame spread classification in CBC Table 803.11 BASE: 1. INTEGERAL RADIUS "SpeedCove's lightweight" CEILING: 1. 5/8" TYPE-X GYP. BD. - SKIP SMEAR TROWEL FINISH & PAINT W/ BENJAMIN MOORE, FINISH PER OWNER (COLOR PER OWNER) 60"60"60" 60"48"60"54"60"54"48"60" 18"18" 18"18" 30"30" 30"x48" CLEARANCE AT SINK 30"x48" CLEARANCE AT SINK BATHROOM FLOOR PLAN DETAIL 8'BATHROOM SECTION PLOT DATE:7/1/2024 c a l i f o r n i a l i c e n s e #: C 3 0 5 3 1 e m a i l : c m i a r c h i t e c t @ g m a i l .c o m p h o n e : 8 0 5 . 4 5 9 . 2 8 4 9 a r c h i t e c t s e a l : 12/31/25 p r o j e c t t y p e : p r o j e c t a d d r e s s : c l i e n t : S h e e t T i t l e : S h e e t I n f o : S h e e t: REV:DESCRIPTION DATE LLiigghhtt IInndduussttrriiaall BBuuiillddiinnggss 22444400 EEll CCaammiinnoo RReeaall AAttaassccaaddeerroo,, CCAA GGBBTT SShheeeett MMeettaall GGaarrrreetttt MMaacciiaass A-8Scale: 1/4" = 1'-0" Scale: 1/2" = 1'-0" Scale: 1/2" = 1'-0" 2x6 PT SILL PLATE WITH 1/2" x 4" Strong-Tie THD50400HMG Titen HD Screw Anchor, Galvanized 2x10 CEILING JOIST @ 24"oc 18" clear on strike side 46 D02D02 D06D06 D02D02 W01W01 W05W05 W04W04 W03W03 W03W03 W02W02 W06W06 W07W07 W05W05 W07W07W07W07 W02W02 W04W04 W06W06W05W05 W01W01 W07W07 W05W05 2'-8"10'-8"14'25'10'-2"18'18'18' D02D02 D06D06 D02D02 W01W01 W05W05 W04W04 W03W03 W03W03 W02W02 W06W06 W07W07 W05W05 W07W07W07W07 W02W02 W04W04 W06W06W05W05 W01W01 W07W07 W05W05 BUILDING 1 - SOUTH ELEVATION 13'14'19'-6"BUILDING 1 - EAST ELEVATION PLOT DATE:7/1/2024 c a l i f o r n i a l i c e n s e #: C 3 0 5 3 1 e m a i l : c m i a r c h i t e c t @ g m a i l .c o m p h o n e : 8 0 5 . 4 5 9 . 2 8 4 9 a r c h i t e c t s e a l : 12/31/25 p r o j e c t t y p e : p r o j e c t a d d r e s s : c l i e n t : S h e e t T i t l e : S h e e t I n f o : S h e e t: REV:DESCRIPTION DATE LLiigghhtt IInndduussttrriiaall BBuuiillddiinnggss 22444400 EEll CCaammiinnoo RReeaall AAttaassccaaddeerroo,, CCAA GGBBTT SShheeeett MMeettaall GGaarrrreetttt MMaacciiaass A-9 1 12 Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" SIGNAGE SIGNAGE 1. STANDING SEAM METAL ROOFING OVER 2-LAYER OF 30# FELT (400 max VOC) 2. SMOOTH SAND STUCCO EXTERIOR FINISH (350 max VOC) 3. TUFF-RIB 26 GAUGE METAL SIDING OVER WATERPROOF BUILDING WRAP (400 max VOC) 4. ALUMINUM WOOD SIDING "FASTPLANK SYSTEM" OVER WATERPROOF BUILDING WRAP (400 max VOC) 5. ANODIZED ALUMINUM WINDOWS AND DOORS ON FIRST FLOOR 6. METAL GLASS GARAGE DOOR - "ALUMADOOR" GALLERY COLLECTION 7. METAL ROLL-UP GARAGE DOOR 8. EXTERIOR WALL MOUNTED GOOSE NECK LIGHT - "TROY RLM" MODEL# 10N79 (400 max VOC) 9. PRE-FABRICATED HANGING INDUSTRIAL METAL DOOR AWNING WITH CABLES - DETAIL ON A-22 (400 max VOC) 10. NO ROOF OVERHANG AT PROPERTY LINE SIDE, WITH 3" METAL GUTTER - SEE DETAIL 11/ A-23 11. 8'-0" HIGH CORRUGATED METAL SIDING SCREENING A/C CONDENSER UNITS & ELECTRIC METER (400 max VOC) 12. CENTER IDENTIFICATION SIGNAGE - INDUSTRIAL METAL HANGING SIGNAGE FOR BUILDINGS #1 & #2. SIGNS TO BE 2-0" HIGH x 3'-0" WIDE x 3" THICK. SIGNAGE TO BE EXTERNALLY ILLUMINATED AND ON A TIMER TO ENSURE COMPATIBILITY 13. ROCK VENEER - ELDORADO STONE 14. METAL KNEE BRACE 15. PROVIDE A SIGN OVER THE PRIMARY ENTRY DOOR STATING: "THIS DOOR SHALL REMAIN UNLOCK WHEN THIS SPACE IS OCCUPIED" MATERIALS A. BROWN - "BEHR" BARISTA (350 max VOC) B. LIGHT GRAY - "BEHR" RIVER VEIL (400max VOC) C. DARK GRAY - "BEHR" LUNAR SURFACE (400 max VOC) D. BLACK (400 max VOC) COLORS 1 D 1 D 3 B 3 B 14 D 14 D 12 - 12 - 9 D 9 D 5 D 5 D 2 A 2 A 6 D 6 D 4 E 4 E 2 A 2 A 3 B 3 B 9 D 9 D 9 D 9 D 15 - 15 - 15 - 15 - 47 BUILDING 1 - NORTH ELEVATION D04D0433'-4"14'5'-6"5' 3'8'12'-6" D04D04 BUILDING 1 - WEST ELEVATION PLOT DATE:7/1/2024 c a l i f o r n i a l i c e n s e #: C 3 0 5 3 1 e m a i l : c m i a r c h i t e c t @ g m a i l .c o m p h o n e : 8 0 5 . 4 5 9 . 2 8 4 9 a r c h i t e c t s e a l : 12/31/25 p r o j e c t t y p e : p r o j e c t a d d r e s s : c l i e n t : S h e e t T i t l e : S h e e t I n f o : S h e e t: REV:DESCRIPTION DATE LLiigghhtt IInndduussttrriiaall BBuuiillddiinnggss 22444400 EEll CCaammiinnoo RReeaall AAttaassccaaddeerroo,, CCAA GGBBTT SShheeeett MMeettaall GGaarrrreetttt MMaacciiaass A-10 Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" 1 12 2 A 2 A 4 E 4 E 3 B 3 B 11 B 11 B 7 B 7 B 14 D 14 D 9 D 9 D 1. STANDING SEAM METAL ROOFING OVER 2-LAYER OF 30# FELT (400 max VOC) 2. SMOOTH SAND STUCCO EXTERIOR FINISH (350 max VOC) 3. TUFF-RIB 26 GAUGE METAL SIDING OVER WATERPROOF BUILDING WRAP (400 max VOC) 4. ALUMINUM WOOD SIDING "FASTPLANK SYSTEM" OVER WATERPROOF BUILDING WRAP (400 max VOC) 5. ANODIZED ALUMINUM WINDOWS AND DOORS ON FIRST FLOOR 6. METAL GLASS GARAGE DOOR - "ALUMADOOR" GALLERY COLLECTION 7. METAL ROLL-UP GARAGE DOOR 8. EXTERIOR WALL MOUNTED GOOSE NECK LIGHT - "TROY RLM" MODEL# 10N79 (400 max VOC) 9. PRE-FABRICATED HANGING INDUSTRIAL METAL DOOR AWNING WITH CABLES - DETAIL ON A-22 (400 max VOC) 10. NO ROOF OVERHANG AT PROPERTY LINE SIDE, WITH 3" METAL GUTTER - SEE DETAIL 11/ A-23 11. 8'-0" HIGH CORRUGATED METAL SIDING SCREENING A/C CONDENSER UNITS & ELECTRIC METER (400 max VOC) 12. CENTER IDENTIFICATION SIGNAGE - INDUSTRIAL METAL HANGING SIGNAGE FOR BUILDINGS #1 & #2. SIGNS TO BE 2-0" HIGH x 3'-0" WIDE x 3" THICK. SIGNAGE TO BE EXTERNALLY ILLUMINATED AND ON A TIMER TO ENSURE COMPATIBILITY 13. ROCK VENEER - ELDORADO STONE 14. METAL KNEE BRACE 15. PROVIDE A SIGN OVER THE PRIMARY ENTRY DOOR STATING: "THIS DOOR SHALL REMAIN UNLOCK WHEN THIS SPACE IS OCCUPIED" MATERIALS A. BROWN - "BEHR" BARISTA (350 max VOC) B. LIGHT GRAY - "BEHR" RIVER VEIL (400max VOC) C. DARK GRAY - "BEHR" LUNAR SURFACE (400 max VOC) D. BLACK (400 max VOC) COLORS 48 D04D04 33'-4"29'5' 3'14'5'-6"8'D04D04 BUILDING 2 - EAST ELEVATION W01W01 W03W03 W07W07 W02W02 W05W05W06W06 W04W04 W05W05 D06D06 D02D02D03D03 W05W05 W07W07 W04W04 W07W07 W02W02 W06W06W03W03 W07W07 W01W01 W05W05 1'-10" 3'-2" 18'18'18'10'-2"10'-8"25'14'W01W01 W03W03 W07W07 W02W02 W05W05W06W06 W04W04 W05W05 D06D06 D02D02D03D03 W05W05 W07W07 W04W04 W07W07 W02W02 W06W06W03W03 W07W07 W01W01 W05W05 BUILDING 2 - SOUTH ELEVATION PLOT DATE:7/1/2024 c a l i f o r n i a l i c e n s e #: C 3 0 5 3 1 e m a i l : c m i a r c h i t e c t @ g m a i l .c o m p h o n e : 8 0 5 . 4 5 9 . 2 8 4 9 a r c h i t e c t s e a l : 12/31/25 p r o j e c t t y p e : p r o j e c t a d d r e s s : c l i e n t : S h e e t T i t l e : S h e e t I n f o : S h e e t: REV:DESCRIPTION DATE LLiigghhtt IInndduussttrriiaall BBuuiillddiinnggss 22444400 EEll CCaammiinnoo RReeaall AAttaassccaaddeerroo,, CCAA GGBBTT SShheeeett MMeettaall GGaarrrreetttt MMaacciiaass A-11 1 12 Scale: 1/4" = 1'-0" 1001.30' FF 1027.25' FF Scale: 1/4" = 1'-0" SIGNAGE SIGNAGE 1 D 1 D 3 B 3 B 12 - 12 - 9 D 9 D 5 D 5 D 2 A 2 A 2 A 2 A 4 E 4 E 3 B 3 B 11 B 11 B 7 B 7 B 9 D 9 D 9 D 9 D 9 D 9 D 14 D 14 D 14 D 14 D 15 - 15 - 15 - 15 - 1. STANDING SEAM METAL ROOFING OVER 2-LAYER OF 30# FELT (400 max VOC) 2. SMOOTH SAND STUCCO EXTERIOR FINISH (350 max VOC) 3. TUFF-RIB 26 GAUGE METAL SIDING OVER WATERPROOF BUILDING WRAP (400 max VOC) 4. ALUMINUM WOOD SIDING "FASTPLANK SYSTEM" OVER WATERPROOF BUILDING WRAP (400 max VOC) 5. ANODIZED ALUMINUM WINDOWS AND DOORS ON FIRST FLOOR 6. METAL GLASS GARAGE DOOR - "ALUMADOOR" GALLERY COLLECTION 7. METAL ROLL-UP GARAGE DOOR 8. EXTERIOR WALL MOUNTED GOOSE NECK LIGHT - "TROY RLM" MODEL# 10N79 (400 max VOC) 9. PRE-FABRICATED HANGING INDUSTRIAL METAL DOOR AWNING WITH CABLES - DETAIL ON A-22 (400 max VOC) 10. NO ROOF OVERHANG AT PROPERTY LINE SIDE, WITH 3" METAL GUTTER - SEE DETAIL 11/ A-23 11. 8'-0" HIGH CORRUGATED METAL SIDING SCREENING A/C CONDENSER UNITS & ELECTRIC METER (400 max VOC) 12. CENTER IDENTIFICATION SIGNAGE - INDUSTRIAL METAL HANGING SIGNAGE FOR BUILDINGS #1 & #2. SIGNS TO BE 2-0" HIGH x 3'-0" WIDE x 3" THICK. SIGNAGE TO BE EXTERNALLY ILLUMINATED AND ON A TIMER TO ENSURE COMPATIBILITY 13. ROCK VENEER - ELDORADO STONE 14. METAL KNEE BRACE 15. PROVIDE A SIGN OVER THE PRIMARY ENTRY DOOR STATING: "THIS DOOR SHALL REMAIN UNLOCK WHEN THIS SPACE IS OCCUPIED" MATERIALS A. BROWN - "BEHR" BARISTA (350 max VOC) B. LIGHT GRAY - "BEHR" RIVER VEIL (400max VOC) C. DARK GRAY - "BEHR" LUNAR SURFACE (400 max VOC) D. BLACK (400 max VOC) COLORS 49 BUILDING 2 - NORTH ELEVATION 12'-6"5'-6"14'8'BUILDING 2 - WEST ELEVATION PLOT DATE:7/1/2024 c a l i f o r n i a l i c e n s e #: C 3 0 5 3 1 e m a i l : c m i a r c h i t e c t @ g m a i l .c o m p h o n e : 8 0 5 . 4 5 9 . 2 8 4 9 a r c h i t e c t s e a l : 12/31/25 p r o j e c t t y p e : p r o j e c t a d d r e s s : c l i e n t : S h e e t T i t l e : S h e e t I n f o : S h e e t: REV:DESCRIPTION DATE LLiigghhtt IInndduussttrriiaall BBuuiillddiinnggss 22444400 EEll CCaammiinnoo RReeaall AAttaassccaaddeerroo,, CCAA GGBBTT SShheeeett MMeettaall GGaarrrreetttt MMaacciiaass A-12 Scale: 1/4" = 1'-0" 1 12 Scale: 1/4" = 1'-0" 2 A 2 A 3 B 3 B 2 A 2 A 4 E 4 E 3 B 3 B 14 D 14 D 11 B 11 B SIGNAGE 15 - 15 - 9 D 9 D 1. STANDING SEAM METAL ROOFING OVER 2-LAYER OF 30# FELT (400 max VOC) 2. SMOOTH SAND STUCCO EXTERIOR FINISH (350 max VOC) 3. TUFF-RIB 26 GAUGE METAL SIDING OVER WATERPROOF BUILDING WRAP (400 max VOC) 4. ALUMINUM WOOD SIDING "FASTPLANK SYSTEM" OVER WATERPROOF BUILDING WRAP (400 max VOC) 5. ANODIZED ALUMINUM WINDOWS AND DOORS ON FIRST FLOOR 6. METAL GLASS GARAGE DOOR - "ALUMADOOR" GALLERY COLLECTION 7. METAL ROLL-UP GARAGE DOOR 8. EXTERIOR WALL MOUNTED GOOSE NECK LIGHT - "TROY RLM" MODEL# 10N79 (400 max VOC) 9. PRE-FABRICATED HANGING INDUSTRIAL METAL DOOR AWNING WITH CABLES - DETAIL ON A-22 (400 max VOC) 10. NO ROOF OVERHANG AT PROPERTY LINE SIDE, WITH 3" METAL GUTTER - SEE DETAIL 11/ A-23 11. 8'-0" HIGH CORRUGATED METAL SIDING SCREENING A/C CONDENSER UNITS & ELECTRIC METER (400 max VOC) 12. CENTER IDENTIFICATION SIGNAGE - INDUSTRIAL METAL HANGING SIGNAGE FOR BUILDINGS #1 & #2. SIGNS TO BE 2-0" HIGH x 3'-0" WIDE x 3" THICK. SIGNAGE TO BE EXTERNALLY ILLUMINATED AND ON A TIMER TO ENSURE COMPATIBILITY 13. ROCK VENEER - ELDORADO STONE 14. METAL KNEE BRACE 15. FUTURE 6'-0" WIDE x 4'-0" HIGH SIGNAGE - UNDER SEPARATE PERMIT 16. PROVIDE A SIGN OVER THE PRIMARY ENTRY DOOR STATING: "THIS DOOR SHALL REMAIN UNLOCK WHEN THIS SPACE IS OCCUPIED" MATERIALS A. BROWN - "BEHR" BARISTA (350 max VOC) B. LIGHT GRAY - "BEHR" RIVER VEIL (400max VOC) C. DARK GRAY - "BEHR" LUNAR SURFACE (400 max VOC) D. BLACK (400 max VOC) COLORS 50 60"60"60" 60"48"60"54"60"54"48"60" 18"18" 18"18" 30"30" 11 11 22 22 33 33 30"x48" CLEARANCE AT SINK 30"x48" CLEARANCE AT SINK 44 44 LIFESAFTETY PLAN (BLDG. 1)NPLOT DATE:7/1/2024 c a l i f o r n i a l i c e n s e #: C 3 0 5 3 1 e m a i l : c m i a r c h i t e c t @ g m a i l .c o m p h o n e : 8 0 5 . 4 5 9 . 2 8 4 9 a r c h i t e c t s e a l : 12/31/25 p r o j e c t t y p e : p r o j e c t a d d r e s s : c l i e n t : S h e e t T i t l e : S h e e t I n f o : S h e e t: REV:DESCRIPTION DATE LLiigghhtt IInndduussttrriiaall BBuuiillddiinnggss 22444400 EEll CCaammiinnoo RReeaall AAttaassccaaddeerroo,, CCAA GGBBTT SShheeeett MMeettaall GGaarrrreetttt MMaacciiaass A-13 1. ARROWS INDICATE EGRESS ROUTE. PROVIDE NEW EMERGENCY ILLUMINATION WHERE REQUIRED PER ELECTRICAL PLAN. 2. PROVIDE A STANDARD 2A-10-BC 5 POUND FIRE EXTINGUISHER PER CALIFORNIA FIRE CODE AT THIS LOCATION LIFE SAFETY KEY NOTES Where a building is sprinklered in accordance with CBC 2022, Section 903.3.1.1 or 903.3.1.2 the separation distance shall not be less than 1/3 of the length of the maximum overall diagonal dimesion of the area served (Section 1007.1.1 Exception 2) Length = 100' / 3 = 33'3" OCCUPANCY F-2 Scale: 1/4" = 1'-0" OCCUPANCY S-2 33 33 11 11 11 11 51 11 11 22 22 3333 44 44 LIFESAFTETY PLAN (BLDG. 2)NPLOT DATE:7/1/2024 c a l i f o r n i a l i c e n s e #: C 3 0 5 3 1 e m a i l : c m i a r c h i t e c t @ g m a i l .c o m p h o n e : 8 0 5 . 4 5 9 . 2 8 4 9 a r c h i t e c t s e a l : 12/31/25 p r o j e c t t y p e : p r o j e c t a d d r e s s : c l i e n t : S h e e t T i t l e : S h e e t I n f o : S h e e t: REV:DESCRIPTION DATE LLiigghhtt IInndduussttrriiaall BBuuiillddiinnggss 22444400 EEll CCaammiinnoo RReeaall AAttaassccaaddeerroo,, CCAA GGBBTT SShheeeett MMeettaall GGaarrrreetttt MMaacciiaass A-14 1. ARROWS INDICATE EGRESS ROUTE. PROVIDE NEW EMERGENCY ILLUMINATION WHERE REQUIRED PER ELECTRICAL PLAN. 2. PROVIDE A STANDARD 2A-10-BC 5 POUND FIRE EXTINGUISHER PER CALIFORNIA FIRE CODE AT THIS LOCATION LIFE SAFETY KEY NOTES Where a building is sprinklered in accordance with CBC 2022, Section 903.3.1.1 or 903.3.1.2 the separation distance shall not be less than 1/3 of the length of the maximum overall diagonal dimesion of the area served (Section 1007.1.1 Exception 2) Length = 100' / 3 = 33'3" OCCUPANCY F-2 Scale: 1/4" = 1'-0" OCCUPANCY S-2 3333 11 11 11 11 52 60"60"60" 60"48"60"54"60"54"48"60" 18"18" 18"18" 30"30" 11 11 22 22 33 33 30"x48" CLEARANCE AT SINK 30"x48" CLEARANCE AT SINK 44 44 OCCUPANCY PLAN (BLDG. 1)NPLOT DATE:7/1/2024 c a l i f o r n i a l i c e n s e #: C 3 0 5 3 1 e m a i l : c m i a r c h i t e c t @ g m a i l .c o m p h o n e : 8 0 5 . 4 5 9 . 2 8 4 9 a r c h i t e c t s e a l : 12/31/25 p r o j e c t t y p e : p r o j e c t a d d r e s s : c l i e n t : S h e e t T i t l e : S h e e t I n f o : S h e e t: REV:DESCRIPTION DATE LLiigghhtt IInndduussttrriiaall BBuuiillddiinnggss 22444400 EEll CCaammiinnoo RReeaall AAttaassccaaddeerroo,, CCAA GGBBTT SShheeeett MMeettaall GGaarrrreetttt MMaacciiaass A-15 DOOR #1 4 0.2" 2.0" 36" 34" 1. ACCESSIBILITY ENTRANCE SIGN 2. TACTILE EXIT SIGN 3. ILLUMINATED EXIST SIGN WITH EMERGENCY BACK-UP POWER SOURCE 4. PORTABLE FIRE EXTINGUISHER, 2A-10B:C RATING MIN., AT LOCATIONS SO THAT MAX. FLOOR TRAVEL DISTANCE DOES NOT EXCEED 75' TO THE NEAREST EXTINGUISHER FROM ANY PORTION OF THE BUILDING. ALL FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX HIGH. OCCUPANCY & EXITING KEY NOTES CODE LEGEND GROUP F-2 OCCUPANCY 1 OCC/60 SF GROSS GROUP S-2 OCCUPANCY 1 OCC/500 SF GROSS 44 DOOR #5 DIRECTION OF TRAVEL NUMBER OF OCCUPANTS EXISTING THROUGH OPENING EGRESS EXISTING REQUIREMENTS DOOR ## OCC RATIO REQ'D WIDTH PROVIDE WIDTH ACTUAL WIDTH DOOR #2 4 0.2" 2.0" 36" 34" 100'-0" /3 = 33'-3" MINIM U M ALLO WED DISTANCE BETW EEN EXITS MINIM U M DISTANCE PROVIDED BETW EEN EXITS = NOT APPLICABLE (1 EXIT REQUIRED) GROUP S-2 500 S.F / 2,000 GROSS S.F. = 4 (4 < 50 = 1 EXIT) 1 EXIT REQUIRED 2 EXIT PROVIDED INDUSTRIAL STORAGE Scale: 1/4" = 1'-0" FEFE FEFE 11 22 33 11 22 33 GROUP F-2 500 S.F / 2,335 GROSS S.F. = 4.67 (4.67 < 50 = 1 EXIT) 1 EXIT REQUIRED 2 EXIT PROVIDED INDUSTRIAL 44 DOOR #1 44 DOOR #2 53 11 11 22 22 3333 44 44 OCCUPANCY PLAN (BLDG. 2)NPLOT DATE:7/1/2024 c a l i f o r n i a l i c e n s e #: C 3 0 5 3 1 e m a i l : c m i a r c h i t e c t @ g m a i l .c o m p h o n e : 8 0 5 . 4 5 9 . 2 8 4 9 a r c h i t e c t s e a l : 12/31/25 p r o j e c t t y p e : p r o j e c t a d d r e s s : c l i e n t : S h e e t T i t l e : S h e e t I n f o : S h e e t: REV:DESCRIPTION DATE LLiigghhtt IInndduussttrriiaall BBuuiillddiinnggss 22444400 EEll CCaammiinnoo RReeaall AAttaassccaaddeerroo,, CCAA GGBBTT SShheeeett MMeettaall GGaarrrreetttt MMaacciiaass A-16Scale: 1/4" = 1'-0" DOOR #1 4 0.2" 2.0" 36" 34" 1. ACCESSIBILITY ENTRANCE SIGN 2. TACTILE EXIT SIGN 3. ILLUMINATED EXIST SIGN WITH EMERGENCY BACK-UP POWER SOURCE 4. PORTABLE FIRE EXTINGUISHER, 2A-10B:C RATING MIN., AT LOCATIONS SO THAT MAX. FLOOR TRAVEL DISTANCE DOES NOT EXCEED 75' TO THE NEAREST EXTINGUISHER FROM ANY PORTION OF THE BUILDING. ALL FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX HIGH. OCCUPANCY & EXITING KEY NOTES CODE LEGEND GROUP F-2 OCCUPANCY 1 OCC/60 SF GROSS GROUP S-2 OCCUPANCY 1 OCC/500 SF GROSS 44 DOOR #5 DIRECTION OF TRAVEL NUMBER OF OCCUPANTS EXISTING THROUGH OPENING EGRESS EXISTING REQUIREMENTS DOOR ## OCC RATIO REQ'D WIDTH PROVIDE WIDTH ACTUAL WIDTH DOOR #2 4 0.2" 2.0" 36" 34" 100'-0" /3 = 33'-3" MINIM U M ALLO WED DISTANCE BETWEEN EXITS MINIM U M DISTANCE PROVIDED BET W EEN EXITS = NOT APPLICABLE (1 EXIT REQUIRED) FEFE FEFE 11 22 33 11 22 33 GROUP F-2 500 S.F / 4,335 GROSS S.F. = 8.67 (8.67 < 50 = 1 EXIT) 1 EXIT REQUIRED 2 EXIT PROVIDED INDUSTRIAL 44 DOOR #1 44 DOOR #2 54 5'-6"6"5'-6"6"7'-10" 4x4 post @ 8'-0"oc 6" CONCRETE CURB 2x4 BOTT RAIL 2x6 TOP RAIL 1x6 REDWOOD FENCING Fencing Detail 3'3'3'3'7'-9 1/2" 4x4 post @ 8'-0"oc 2x6 TOP RAIL 6" RETAINING WALL (SEE SHEET S5.3 FOR RETAINING WALL DETAIL) 2x4 BOTT RAIL 1x6 REDWOOD FENCING Fencing Detail 2' 15'3'6'-6"6"MAX PL LANDSCAPE SHRUB LANDSCAPE TREE PROPERTY LINE FENCE PARKING SECTION 1 2' 15'3'6'-6"6"12'3' MAX PL LANDSCAPE SHRUB PARKING LIGHT POLE PROPERTY LINE FENCE PARKING SECTION 2 PLOT DATE:7/1/2024 c a l i f o r n i a l i c e n s e #: C 3 0 5 3 1 e m a i l : c m i a r c h i t e c t @ g m a i l .c o m p h o n e : 8 0 5 . 4 5 9 . 2 8 4 9 a r c h i t e c t s e a l : 12/31/25 p r o j e c t t y p e : p r o j e c t a d d r e s s : c l i e n t : S h e e t T i t l e : S h e e t I n f o : S h e e t: REV:DESCRIPTION DATE LLiigghhtt IInndduussttrriiaall BBuuiillddiinnggss 22444400 EEll CCaammiinnoo RReeaall AAttaassccaaddeerroo,, CCAA GGBBTT SShheeeett MMeettaall GGaarrrreetttt MMaacciiaass A-17 Scale: 1/2" = 1'-0" Scale: 1/2" = 1'-0" Scale: 3/8" = 1'-0"Scale: 3/8" = 1'-0" 14" x 18" NO PARKING SIGNSTABILIZED CONSTRUCTION ENTRANCE/EXIT TC-1 SITE LED POLE DOWN LIGHT 55 PLOT DATE:7/1/2024 c a l i f o r n i a l i c e n s e #: C 3 0 5 3 1 e m a i l : c m i a r c h i t e c t @ g m a i l .c o m p h o n e : 8 0 5 . 4 5 9 . 2 8 4 9 a r c h i t e c t s e a l : 12/31/25 p r o j e c t t y p e : p r o j e c t a d d r e s s : c l i e n t : S h e e t T i t l e : S h e e t I n f o : S h e e t: REV:DESCRIPTION DATE LLiigghhtt IInndduussttrriiaall BBuuiillddiinnggss 22444400 EEll CCaammiinnoo RReeaall AAttaassccaaddeerroo,, CCAA GGBBTT SShheeeett MMeettaall GGaarrrreetttt MMaacciiaass A-18 REFER TO STRUCTURAL PLANS REFER TO STRUCTURAL PLANS REFER TO STRUCTURAL PLANS REFER TO STRUCTURAL PLANS SEE DETAIL 8/S-5.3 FOR MORE INFO 56 PLOT DATE:7/1/2024 c a l i f o r n i a l i c e n s e #: C 3 0 5 3 1 e m a i l : c m i a r c h i t e c t @ g m a i l .c o m p h o n e : 8 0 5 . 4 5 9 . 2 8 4 9 a r c h i t e c t s e a l : 12/31/25 p r o j e c t t y p e : p r o j e c t a d d r e s s : c l i e n t : S h e e t T i t l e : S h e e t I n f o : S h e e t: REV:DESCRIPTION DATE LLiigghhtt IInndduussttrriiaall BBuuiillddiinnggss 22444400 EEll CCaammiinnoo RReeaall AAttaassccaaddeerroo,, CCAA GGBBTT SShheeeett MMeettaall GGaarrrreetttt MMaacciiaass A-19 max 7-9" cL There shall be a clearance of 1-1/2” minimum below the grab bar 57 PLOT DATE:7/1/2024 c a l i f o r n i a l i c e n s e #: C 3 0 5 3 1 e m a i l : c m i a r c h i t e c t @ g m a i l .c o m p h o n e : 8 0 5 . 4 5 9 . 2 8 4 9 a r c h i t e c t s e a l : 12/31/25 p r o j e c t t y p e : p r o j e c t a d d r e s s : c l i e n t : S h e e t T i t l e : S h e e t I n f o : S h e e t: REV:DESCRIPTION DATE LLiigghhtt IInndduussttrriiaall BBuuiillddiinnggss 22444400 EEll CCaammiinnoo RReeaall AAttaassccaaddeerroo,, CCAA GGBBTT SShheeeett MMeettaall GGaarrrreetttt MMaacciiaass A-20 A4 C4C3 D3 B3 A3 ACCESSIBLE UNAUTHORIZED PARKING SIGND1 ACCESSIBLE PARKING STALL SIGNC1 B2 INTERNATIONAL SYMBOL OF ACCESSIBLY A1 EXPOSED SINK 58 PLOT DATE:7/1/2024 c a l i f o r n i a l i c e n s e #: C 3 0 5 3 1 e m a i l : c m i a r c h i t e c t @ g m a i l .c o m p h o n e : 8 0 5 . 4 5 9 . 2 8 4 9 a r c h i t e c t s e a l : 12/31/25 p r o j e c t t y p e : p r o j e c t a d d r e s s : c l i e n t : S h e e t T i t l e : S h e e t I n f o : S h e e t: REV:DESCRIPTION DATE LLiigghhtt IInndduussttrriiaall BBuuiillddiinnggss 22444400 EEll CCaammiinnoo RReeaall AAttaassccaaddeerroo,, CCAA GGBBTT SShheeeett MMeettaall GGaarrrreetttt MMaacciiaass A-21 59 E704 E710 E752 H242E704 E710 E752 H242E704E710E752H2422X6 WALL W/ R-19 INSULATION INTERIOR FINISH PER PLAN INTERIOR WINDOW TRIM PER OWNER 2X4 TYP. 2X4 TYP. INTERIOR WINDOW TRIM PER OWNER INTERIOR FINISH PER PLAN 3-COAT CEMENT STUCCO OVER LATH & PAPER. INTEGRAL COLOR IN FINISH COAT BLOCK AS NECESSARY SHEAR PER STRUCTURAL 2X6 WALL W/ R-19 INSULATION INTERIOR FINISH PER PLAN 3-COAT CEMENT STUCCO OVER LATH & PAPER. INTEGRAL COLOR IN FINISH COAT INTERIOR WINDOW TRIM PER OWNER BLOCK AS NECESSARY HEADHEAD SILLSILL JAMBJAMB SLOPED STUCCO SILL 8"2" TO FLATWORK 4" TO GRADE 3-COAT CEMENT STUCCO OVER LATH & 2-LAYERS OF GRADE D PAPER. INTEGRAL COLOR IN FINISH COAT OROR FIBER CEMENT STRAIGHT EDGE SHAKE SIDING 7" EXPOSURE OVER PAPER WEEP SCREED FLASHING 8"1" TO FLATWORK 3" TO GRADE METAL SIDING OVER BUILDING PAPER 3-COAT CEMENT STUCCO OVER LATH & 2-LAYERS OF GRADE D PAPER. INTEGRAL COLOR IN FINISH COAT OROR FIBER CEMENT STRAIGHT EDGE SHAKE SIDING 7" EXPOSURE OVER PAPER WEEP SCREED FLASHING WALL SHEAR SHEATHING WEEP SCREED FLASHING DOOR PER PLAN FLOORING PER PLAN CONC. SLAB EXTERIOR CONC. SLOPE 2% MIN.3/4"9 1/4" EXPANSIVE SEALANT AT COLD JOINT CONFIRM WITH GARAGE DOOR MFG'R INTERIOR FINISH PER PLAN WALL INSULATION PER PLAN ROOF TRUSS PER STRUCT, INSULATE WITH R-30 BATTS (Minimum 1 inch clearance shall be provided between the attic insulation and the roof sheathing where eave or cornice vents are installed) 3-COAT CEMENT STUCCO OVER LATH & 2-LAYERS OF GRADE D PAPER. INTEGRAL COLOR IN FINISH COAT OROR METAL SIDING OVER WATERPROOFING MEMBRANE PROPERTY LINE METAL ROOFING OVER WATERPROOF ROOFING MEMBRANE 2-HOUR WALL ASSEMBLY (SEE DETAIL 8/A-36) UP TO FLAMBEBLOCK SHEATHING ROOF SHEATHING PER STRUCTURAL & FIRE PROTECTED WITH "DENSGLASS" FOR A MINIMUM DISTANCE OF 5'-0" PLOT DATE:7/1/2024 c a l i f o r n i a l i c e n s e #: C 3 0 5 3 1 e m a i l : c m i a r c h i t e c t @ g m a i l .c o m p h o n e : 8 0 5 . 4 5 9 . 2 8 4 9 a r c h i t e c t s e a l : 12/31/25 p r o j e c t t y p e : p r o j e c t a d d r e s s : c l i e n t : S h e e t T i t l e : S h e e t I n f o : S h e e t: REV:DESCRIPTION DATE LLiigghhtt IInndduussttrriiaall BBuuiillddiinnggss 22444400 EEll CCaammiinnoo RReeaall AAttaassccaaddeerroo,, CCAA GGBBTT SShheeeett MMeettaall GGaarrrreetttt MMaacciiaass A-22 7 3 WINDOW HEAD, SILL, & JAMB SCALE: NTS SCALE: NTS 4 TYPICAL WALL (Metal base) SCALE: NTS TYPICAL WALL SCALE: NTS 5 SCALE: NTS 8 EXTERIOR DOOR SILL SCALE: NTS 6 GARAGE DOOR SLAB SCALE: NTS 9 NO EAVE PROPERTY LINE FIRE PROTECTION SCALE: NTS2 1 2 HOUR FIRE WALL ASSEMBLY COVE BASE DETAIL 60 E0.1 C:\Users\robar\OneDrive - JMPE Electrical Engineering\DWG\2023 DWGS\23356\23356 E0-1.dwg, 5/29/2024 11:28:33 AM, DWG To PDF.pc361 62 63 5'20'6"4'6'-4"20' 5'5'9'9'8'9'9'9'9' 5'-4"4'18'11"51'4'3'15'22'-1 1/2"3'1'-6"85'22'-6"85' 9'9'9'9'9'9'5'9'18'3'22'-1 1/2"15'3'4'11"9'9'18'5'US HIGHWAY 101PORTION OF LOT 9 EL CAMINO REALN26°37'43"W 1529.82'MEXISTING OVERHEAD LINES EXISTING OVERHEAD LINES EXISTING UNDERGROUND TELEPHONE EXISTING OVERHEADLINESEXISTING RIGHT-OF-WAY FENCEEXISTING DRIVEWAY APPROACH EXISTING UNDERGROUND TELEPHONE 896 OR 07 N26°37'43"W 60.02'MN63°22'17"E 150.00'M 100.00'M 50.00'M 50.00'M N63°22'17"E 361.75'M 311.75'MN29°41'20"W 99.13'MN63°22'39"E 217.04'M BUILDING 2 LANDSCAPE AREA Decorative Landscape PaverLANDSCAPE AREAManufacturing & Processing Uses: 85' x 51' BUILDING 1 Manufacturing & Processing Uses: 85' x 51' Bicycle LANDSCAPE AREA LANDSCAPE AREATrash LANDSCAPE AREA LANDSCAPE AREA LANDSCAPE AREA LANDSCAPE AREA Manufacturing & Processing Storage Uses Decorative Landscape Paver FIRE HAMMERHEAD van motorcycleGM JP JP WM JP EV CHARGING ONLY EV EV CHARGING ONLY E1.1 C:\Users\robar\OneDrive - JMPE Electrical Engineering\DWG\2023 DWGS\23356\23356 E1-1.dwg, 6/28/2024 12:04:44 PM, DWG To PDF.pc364 5'20'6"4'6'-4"20' 5'5'9'9'8'9'9'9'9' 5'-4"4'18'11"51'4'3'15'22'-1 1/2"3'1'-6"85'22'-6"85' 9'9'9'9'9'9'5'9'18'3'22'-1 1/2"15'3'4'11"9'9'18'5'US HIGHWAY 101PORTION OF LOT 9 EL CAMINO REALN26°37'43"W 1529.82'MEXISTING OVERHEAD LINES EXISTING OVERHEAD LINES EXISTING UNDERGROUND TELEPHONE EXISTING OVERHEADLINESEXISTING RIGHT-OF-WAY FENCEEXISTING DRIVEWAY APPROACH EXISTING UNDERGROUND TELEPHONE 896 OR 07 N26°37'43"W 60.02'MN63°22'17"E 150.00'M 100.00'M 50.00'M 50.00'M N63°22'17"E 361.75'M 311.75'MN29°41'20"W 99.13'MN63°22'39"E 217.04'M BUILDING 2 LANDSCAPE AREA Decorative Landscape PaverLANDSCAPE AREAManufacturing & Processing Uses: 85' x 51' BUILDING 1 Manufacturing & Processing Uses: 85' x 51' Bicycle LANDSCAPE AREA LANDSCAPE AREATrash LANDSCAPE AREA LANDSCAPE AREA LANDSCAPE AREA LANDSCAPE AREA Manufacturing & Processing Storage Uses Decorative Landscape Paver FIRE HAMMERHEAD van motorcycleGM JP JP WM JP EV CHARGING ONLY EV EV CHARGING ONLY X MH: 8 .1.1.1.1.1.1.1.1.1.1.1.1.25.25.25.25.25.25.25.25.25.25.5.5.5.5.5.5.5.51111112.52.52.52.555X MH: 8 .1.1.1.1.1.1.1.1.1.1.1.1.25.25.25.25.25.25.25.25.25.25.5.5.5.5.5.5.5.51111112.52.52.52.555X MH: 8 .1.1.1.1.1.1.1.1.1.1.1.1.25.25.25.25.25.25.25.25.25.25.5.5.5.5.5.5.5.51111112.52.52.52.555X MH: 8 .1.1.1.1.1.1.1.1.1.1.1.1.25.25.25.25.25.25.25.25.25.25.5.5.5.5.5.5.5.51111112.52.52.52.555PA MH: 12 .1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.25.25.25.25.25.25.25.25.25.25.25.25.25.25.25.25.25.25.25.5.5.5.5.5.5.5.5.5.5.5.5.5.5.5.511111111111112.52.52.52.52.52.52.52.555555Y MH: 16 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .5 .5 .5 .5 .5 .5 .5 .5 .5.5 .5 1 1 1 1 11 1 1 1 2.5 2.5 2.5 2.5 2.5 2.5 5 5 5 Y MH: 16 .1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.25.25.25.25.25.25.25.25.25.25.25.25.25.25.5.5.5.5.5.5.5.5.5.5.51111111112.52.52.52.52.52.5555Z MH: 16 .1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.25.25.25.25.25.25.25.25.25.25.25.25.25.25.25.25.25.5.5.5.5.5.5.5.5.5.5.5.5.5.511111111112.52.52.52.52.52.52.5Z MH: 16 .1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.25.25.25.25.25.25.25.25.25.25.25.25.25.25.25.25.25.5.5.5.5.5.5.5.5.5.5.5.5.5.511111111112.52.52.52.52.52.52.5Z MH: 16 .1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.25.25.25.25.25.25.25.25.25.25.25.25.25.25.25.25.25.5.5.5.5.5.5.5.5.5.5.5.5.5.511111111112.52.52.52.52.52.52.5Z MH: 16 .1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.25.25.25.25.25.25.25.25.25.25.25.25.25.25.25.25.25.5.5.5.5.5.5.5.5.5.5.5.5.5.511111111112.52.52.52.52.52.52.56.4 7.2 7.8 8.4 8.7 9.0 6.6 7.5 8.1 8.7 9.1 9.3 6.2 7.0 7.7 8.1 8.5 8.7 5.3 5.8 6.3 6.8 7.1 7.2 Door 1 8.9 8.5 8.0 7.2 6.4 9.2 8.9 8.3 7.5 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1.3 1.4 1.6 1.7 2.0 1.7 1.5 1.3 1.1 1.0 1.0 1.1 1.4 1.6 1.8 2.0 2.3 2.1 1.8 1.5 1.3 1.3 1.5 1.8 2.1 2.3 3.3 2.9 2.4 1.8 1.5 1.4 1.7 2.3 2.9 3.2 3.9 2.7 1.9 1.5 1.4 1.8 2.5 3.6 4.5 5.0 3.0 1.9 1.6 1.5 1.8 2.6 4.4 5.1 2.9 1.9 1.6 1.6 1.8 2.6 4.6 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.5 1.6 1.6 1.6 1.6 1.6 1.6 1.6 2.2 2.3 2.2 2.2 2.2 2.2 2.3 2.3 3.2 3.2 3.1 3.0 3.0 3.1 3.2 3.3 4.4 4.4 4.1 3.9 3.8 4.1 4.4 4.6 5.8 5.6 5.1 4.7 4.7 5.1 5.6 5.8 6.7 6.5 5.8 5.2 5.2 5.7 6.4 6.8 6.7 6.5 5.8 5.2 5.2 5.7 6.5 6.9 5.8 5.7 5.2 4.7 4.7 5.1 5.7 6.0 Driveway 1.1 1.3 1.5 1.6 1.6 1.7 1.8 1.8 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.8 1.8 1.8 1.7 1.7 1.6 1.4 1.7 2.0 2.2 2.3 2.4 2.4 2.4 2.3 2.2 2.1 2.0 1.9 1.9 1.9 1.9 2.0 2.1 2.2 2.2 2.4 2.5 2.5 2.4 2.3 2.1 1.9 2.3 2.6 3.0 3.1 3.2 3.2 3.2 3.0 2.8 2.6 2.3 2.1 2.0 2.0 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.3 3.3 3.1 2.8 2.7 3.2 3.6 4.1 4.2 4.1 4.0 3.9 3.6 3.3 2.9 2.4 2.1 1.9 1.9 2.0 2.3 2.7 3.2 3.5 3.9 4.1 4.3 4.4 4.3 3.8 3.8 4.6 4.9 5.2 5.2 4.9 4.8 4.6 4.3 3.8 3.2 2.6 2.1 1.8 1.7 1.9 2.3 3.0 3.6 4.2 4.6 4.8 5.1 5.3 5.4 5.1 5.9 7.1 7.2 6.5 5.8 5.5 5.4 5.3 4.9 4.3 3.6 2.7 2.1 1.7 1.7 1.9 2.5 3.3 4.1 4.8 5.3 5.5 5.6 6.0 6.6 7.3 Parking area 1 1.7 1.7 1.8 1.8 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.6 1.7 1.7 1.8 1.8 1.7 1.6 1.5 1.4 2.2 2.3 2.4 2.5 2.4 2.3 2.2 2.1 2.0 1.9 1.9 1.9 1.9 2.0 2.1 2.1 2.2 2.4 2.4 2.4 2.3 2.2 2.0 1.8 2.7 3.0 3.2 3.3 3.3 3.2 3.0 2.8 2.6 2.3 2.1 1.9 1.9 2.1 2.2 2.5 2.6 2.9 3.1 3.3 3.3 3.2 3.0 2.7 2.4 3.7 4.2 4.4 4.4 4.2 4.0 3.7 3.3 2.9 2.4 2.1 1.9 1.8 2.0 2.3 2.7 3.1 3.5 3.8 4.0 4.3 4.4 4.2 3.7 3.3 5.1 5.5 5.6 5.3 4.9 4.7 4.3 3.8 3.2 2.5 2.0 1.8 1.7 1.9 2.3 2.9 3.6 4.2 4.5 4.8 5.1 5.3 5.3 5.1 4.7 7.7 7.5 6.6 5.9 5.6 5.3 5.0 4.3 3.5 2.6 2.0 1.7 1.6 1.9 2.5 3.3 4.1 4.8 5.2 5.5 5.6 6.0 6.6 7.2 7.2 Parking area 2 4.5 4.5 4.2 3.9 3.9 4.1 4.5 4.7 3.3 3.3 3.2 3.0 3.0 3.1 3.3 3.3 2.3 2.4 2.3 2.3 2.3 2.3 2.4 2.3 1.6 1.7 1.7 1.6 1.6 1.6 1.6 1.6 1.1 1.2 1.2 1.2 1.2 1.2 1.2 1.1 0.8 0.8 0.9 0.9 0.9 0.8 0.8 0.8 0.6 0.6 0.6 0.6 0.6 0.6 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