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HomeMy WebLinkAboutASRPC20220510 - 05.2 PLANNING COMMISSION STAFF REPORT 5.2 TO: Chair and Planning Commission May 10, 2022 SUBJECT: Resolution No. 2022-11, approving Land Use Permit LUP22-0005 and Development Plan DEV22-0005 allowing the enclosure of a 1,391 square foot patio and reapproval of a previously approved childcare center with no increase in enrollment beyond the previous approval for 108 children. Variance VAR22-0008 allows for a reduction in on-site parking resulting in a total of 23 parking stalls when 26 stalls are required for the proposed mix of children ages and the associated required staff members. The site is located at 2425 Camino Tassajara. DESCRIPTION This application is a request to modify an existing school located at 2425 Camino Tassajara, allowing the enclosure of a 1,391 square foot patio to be repurposed as a classroom. The project is not proposing to increase enrollment beyond the previously approval for 108 children. A Variance is required to allow the reduction of the required parking stalls on-site. A Land Use Permit is required to allow a child-care facility within the subject P-1; Planned Unit Development zoning district. This site was approved as a childcare center serving 108 children by the Planning Commission on June 13, 1988, under Land Use Permit request LUP88-4. EVALUATION/ DISCUSSION Conformance with General Plan and Zoning District The site has a General Plan Land Use Designation of Single Family Residential. The parcel is zoned P-1; Planned Unit Development District. Childcare facilities are listed as a conditional use within areas designated for residential use, requiring the approval of a Land Use Permit. A new Land Use Permit is required as, under Town codes, Land Use Permits become void if the use is discontinued for more than six months. The subject facility has been vacant for several years. A Development Plan is required to allow the modification of the facility to enclose the patio area. Parking A Variance request is required to allow for a reduced number of on-site parking spaces 2425 Camino Tassajara 2 May 10, 2022 from the required 26 stalls to the proposed 23 stalls. The Town has worked with the applicant to assure that adequate parking would be provided on-site. There are 23 on- site parking stalls, two of which used for loading and unloading. The project is proposing 108 children with 15 staff members. One parking stall is required for every staff member and one stall is required for every ten children. The proposed number of children and staff would require a total of 26 parking spaces. The project proposes staggered schedules with drop-off lasting from 6:30-9:00 a.m. and pick-up lasting from 3:00-6:00 p.m. Additionally, half-day students who are on-site in the morning are picked-up and replaced by afternoon half-day students at 12:00 p.m. During the original approval of LUP88-4, only 23 stalls were required on-site. The current project proposes includes a higher number of infants and toddlers, which requires a higher student to teacher ratio, resulting in a slightly higher parking demand than the previous approval. The proposed staggered drop-off and pick-up schedule would adequately mitigate and shortage of parking. ENVIRONMENTAL REVIEW This project has been found to be Categorically Exempt from the requirements of the California Environmental Quality Act (CEQA), Section 15301, Class 1, Existing Facilities. PUBLIC CONTACT Public notice of the May 10, 2022, hearing was mailed to property owners within 750 feet and posted online. A total of 92 notices were mailed to surrounding property owners. RECOMMENDATION Adopt Resolution No. 2022-11, approving Land Use Permit LUP22-0005 and Development Plan DEV22-0005 allowing the enclosure of a 1,391 square foot patio and reapproval of a previously approved childcare center with no increase in enrollment beyond the previous approval for 108 children. Variance VAR22-0008 allows for a reduction in on-site parking resulting in a total of 23 parking stalls when 26 stalls are required for the proposed mix of children ages and the associated required staff members. The site is located at 2425 Camino Tassajara. Prepared by: Riley Anderson-Barrett Project Planner 2425 Camino Tassajara 3 May 10, 2022 Attachments: A – Resolution No. 2022-11 B – Public Notification and Map & Notification List C – Architectural Plans RESOLUTION NO. 2022-11 APPROVING LAND USE PERMIT LUP22-0005 AND DEVELOPMENT PLAN DEV22-0005 ALLOWING THE ENCLOSURE OF A 1,391 SQUARE FOOT PATIO AND REAPPROVAL OF A PREVIOUSLY APPROVED CHILDCARE CENTER WITH NO INCREASE IN ENROLLMENT BEYOND THE PREVIOUS APPROVAL FOR 108 CHILDREN. VARIANCE VAR22-0008 ALLOWS FOR A REDUCTION IN ON-SITE PARKING RESULTING IN A TOTAL OF 23 PARKING STALLS WHEN 26 STALLS ARE REQUIRED FOR THE PROPOSED MIX OF CHILDREN AGES AND THE ASSOCIATED REQUIRED STAFF MEMBERS. THE SITE IS LOCATED AT 2425 CAMINO TASSAJARA (215-090-024) WHEREAS, AnK Holdings LLC (Owner/Applicant) has requested approval of Development Plan application DEV22-0005 and Land Use Permit application LUP22- 0005 to allow for the enclosure of a 1,391 square foot patio and the reapproval of a previously approved childcare center with no increase in enrollment beyond the previous approval for 108 children; and WHEREAS, a Variance VAR22-0008 is also requested to allow a reduction in required on-site parking; and WHEREAS, the subject site is located at 2425 Camino Tassajara is further identified as Assessor’s Parcel Number 215-090-024; and WHEREAS, the Town of Danville’s P-1; Planned Unit Development District Ordinance requires that properties with an underlying General Plan land use designation require approval of a Land Use Permit prior to the establishment of a childcare facility; and WHEREAS, approval of a Development Plan application is required to allow for the proposed enclosure of the existing outdoor patio area; and WHEREAS, a childcare facility located on this site was approved by the Planning Commission on June 13, 1988 under Land Use Permit request LUP88-4; and WHEREAS, a Land Use Permit becomes void if the use is discontinued for a period of six months; and WHEREAS, this project has been found to be Categorically Exempt from the requirements of the California Environmental Quality Act (CEQA), Section 15301, Class 1, Existing Facilities; and WHEREAS, the Planning Commission did review the project at a noticed public hearing on May 10, 2022; and ATTACHMENT A PAGE 2 OF RESOLUTION NO. 2022-11 WHEREAS, the public notice of this action was given in all respects as required by law; and WHEREAS, the Planning Commission did hear and consider all reports, recommendations, and testimony submitted in writing and presented at the hearing; now, therefore, be it RESOLVED that the Planning Commission approved Land Use Permit LUP22-0005, Development Plan DEV22-0005, and Variance request VAR22-0008 subject to the conditions contained herein, and make the following findings in support of this action: FINDINGS OF APPROVAL Development Plan: 1.The applicant intends to obtain permits for construction within 18 months from the effective date of plan approval. 2.The development will be an attractive and efficient development, which will fit harmoniously into and will have no adverse effects upon the adjacent or surrounding development. 3.The proposed development is consistent with the Danville 2030 General Plan and the Single Family Residential District Ordinance. 4.The proposal will not be detrimental to the health, safety, and general welfare of the Town, in that the development will meet all health and safety codes and is subject to compliance with all applicable building codes and requirements. Land Use Permit: 1.The proposed land use is in substantial conformance with the goals and policies of the 2030 General Plan. 2.The design of the proposed addition is in substantial conformance with the applicable zoning regulations. 3.The land use will not be detrimental to the health, safety, and general welfare of the Town. 4.The design of the proposed addition and improvements are not likely to cause substantial environmental damage or subsequently injure fish or wildlife or their PAGE 3 OF RESOLUTION NO. 2022-11 habitat since this property is in an area where commercial development has previously occurred. 5.The design of the proposed building proposed improvements will not conflict with easements, acquired by the public at large, for access through or use of, property within the proposed subdivision. Variance: 1.The proposed variance does not constitute a grant of special privilege inconsistent with the limitations on other properties in the vicinity and the respective land use district in which the subject property is located. 2. Strict application of the respective zoning regulations is found to deprive the subject property of rights enjoyed by other properties in the vicinity and within the identical land use district because of special circumstances applicable to the subject property because of its size, shape, topography, location or surroundings 3.This variance substantially meets the intent and purpose of the respective land use district in which the subject property is located. CONDITIONS OF APPROVAL Conditions of approval with an asterisk ("*") in the left-hand column are standard project conditions of approval. Conditions of approval that are italicized are mitigation measured derived from the Mitigated Negative Declaration of Environmental Significance. Unless otherwise specified, the following conditions shall be complied with prior to the approval of the final map for the project. Each item is subject to review and approval by the Planning Division unless otherwise specified. A. GENERAL 1.This approval is for Land Use Permit LUP22-0005 and Development Plan DEV22-0005 allowing the enclosure of a 1,391 square foot patio and reapproval of a previously approved childcare center with no increase in enrollment beyond the previous approval for 108 children. Variance VAR22-0008 allows for a reduction in on-site parking resulting in a total of 23 parking stalls when 26 stalls are required for the proposed mix of children ages and the associated required staff members. Except as may be modified by these conditions of approval, development shall be substantially as shown on the project drawings as follows: PAGE 4 OF RESOLUTION NO. 2022-11 a.Floor plans and elevations labeled “Primrose School Franchising Company,” as prepared by Children’s Design Group, consisting of 10 sheets, dated received by the Planning Division on May 2, 2022. 2.The applicant shall obtain a building permit from the Town’s Building Division prior to the construction of the proposed development. 3.Prior to issuance of building permit the applicant shall reimburse the Town for notifying surrounding residents. The fee shall be $206.36 ($130 plus 92 notices x $0.83 per notice x three notices). * 4. Prior to the issuance of building permits, the applicant shall submit written documentation that all requirements of the San Ramon Valley Fire Protection District have been, or will be, met to the satisfaction of the District. * 5. Construction activity shall be restricted to the period between the weekday hours of 7:30 a.m. to 5:30 p.m. (Mondays through Fridays), unless otherwise approved in writing by the City Engineer for general construction activity and the Chief Building Official for building construction activity. Prior to any construction work on the site, including grading, the applicant shall install a minimum 3’ x 3’ sign at the project entry which specifies the allowable construction work days and hours, and lists the name and contact person for the overall project manager and all contractors and sub- contractors working on the job. 6.The applicant shall require their contractors and subcontractors to fit all internal combustion engines with mufflers which are in good condition, and to locate stationary noise-generating equipment as far away from existing residences as feasible. * 7. A watering program which incorporates the use of a dust suppressant, and which complies with Regulation 2 of the Bay Area Air Quality Management District shall be established and implemented for all on and off-site construction activities. Equipment and human resources for watering all exposed or disturbed soil surfaces shall be supplied on weekends and holidays as well as workdays. Dust-producing activities shall be discontinued during high wind periods. B. SITE PLANNING * 1. All lighting shall be installed in such a manner that lighting is generally PAGE 5 OF RESOLUTION NO. 2022-11 down-directed and glare is directed away from surrounding properties and rights-of-way. * 2. The location of any pad mounted electrical transformers shall be subject to review and approval by the Planning Division prior to the issuance of a building permit. To the extent feasible, such transformers shall not be located between any street and the front of a building. C. ARCHITECTURE * 1. All ducts, meters, air conditioning and/or any other mechanical equipment whether on the structure or on the ground shall be effectively screened from view with landscaping or materials architecturally compatible with the main structures. 2.Project signage is not approved as part of this application. Design of tenant signage, including any proposed lighting, shall be submitted for review and approval under a separate Sign Review application. D. STREETS * 1. The applicant shall obtain an encroachment permit from the Engineering Division prior to commencing any construction activities within any public right-of-way or easement. * 2. All mud or dirt carried off the construction site onto adjacent streets shall be swept each day. Water flushing of site debris or sediment or concrete washing is expressly prohibited. * 3. Any damage to street improvements now existing or done during construction on or adjacent to the subject property shall be repaired to the satisfaction of the City Engineer, at full expense to the applicant. This shall include slurry seal, overlay or street reconstruction if deemed warranted by the City Engineer. 4.The applicant shall create a construction staging plan that addresses the ingress and egress location for all construction vehicles, parking and material storage area. All staging of construction materials and equipment shall occur on-site. This plan shall be subject to review and approval by the Town prior to the issuance of a grading permit. E. INFRASTRUCTURE PAGE 6 OF RESOLUTION NO. 2022-11 * 1. Drainage facilities and easements shall be provided to the satisfaction of the City Engineer and/or the Chief Engineer of the Contra Costa County Flood Control & Water Conservation District (CCCFC & WCD). * 2. All runoff from impervious surfaces shall be intercepted at the project boundary and shall be collected and conducted via an approved drainage method through the project to an approved storm drainage facility, as determined by the City Engineer. Development which proposes to contribute additional water to existing drainage systems shall be required to complete a hydraulic study and make improvements to the system as required to handle the expected ultimate peak water flow and to stabilize erosive banks that could be impacted by additional storm water flow. * 3. Any portion of the drainage system that conveys runoff from public streets shall be installed within a dedicated drainage easement, or public street. * 4. If a storm drain must cross a lot, or be in an easement between lots, the easement shall be equal to or at least double the depth of the storm drain. * 5. The applicant shall furnish proof to the City Engineer of the acquisition of all necessary rights of entry, permits and/or easements for the construction of off-site temporary or permanent road and drainage improvements. * 6. All street, drainage or grading improvement plans shall be prepared by a licensed civil engineer. F. MISCELLANEOUS 1. The applicant shall implement a staggered pick-up and drop-off procedure where guardians are assigned 10 minute time slots. Primrose staff will monitor timeslots and adjust if caregivers are unable to consistently arrive during their assigned time. The applicant shall provide Town staff with the pick-up and drop-off schedule prior to operation of business. * 2. The project shall be constructed as approved. Minor modifications in the design, but not the use, may be approved by staff. Any other change will require Planning Commission approval through the Development Plan review process. * 3. Pursuant to Government Code section 66474.9, the applicant (including the applicant or any agent thereof) shall defend, indemnify, and hold harmless the Town of Danville and its agents, officers, and employees from any PAGE 7 OF RESOLUTION NO. 2022-11 claim, action, or proceeding against the Town or its agents, officers, or employees to attack, set aside, void, or annul, the Town's approval concerning this Minor Subdivision application, which action is brought within the time period provided for in Section 66499.37. The Town will promptly notify the applicant of any such claim, action, or proceeding and cooperate fully in the defense. * 4. As a part of the issuance of a demolition permit and/or building permit for the project, the developer shall submit a recycling plan for building and construction materials and the disposal of green waste generated from land clearing on the site. Prior to obtaining framing inspection approval for the project, the applicant/owner shall provide the Planning Division with written documentation (e.g., receipts or records) indicating that waste materials created from the demolition of existing buildings and the construction of new buildings were/are being recycled according to their recycling plan, or in an equivalent manner. * 5. The proposed project shall conform to the Town’s Stormwater Management and Discharge Control Ordinance (Ord. No. 94-19) and all applicable construction and post-construction Best Management Practices (BMPs) for the site. For example, construction BMPs may include, but are not limited to: the storage and handling of construction materials, street cleaning, proper disposal of wastes and debris, painting, concrete operations, dewatering operations, pavement operations, vehicle/equipment cleaning, maintenance and fueling and stabilization of construction entrances. Training of contractors on BMPs for construction activities is a requirement of this permit. 6.The applicant shall require their contractors and subcontractors to fit all internal combustion engines with mufflers, which are in good condition, and to locate stationary noise-generating equipment as far away from existing residences as feasible. 7.Construction activity shall be restricted to the period between the weekday hours of 7:30 a.m. to 5:30 p.m. (Mondays through Fridays), unless otherwise approved in writing by the City Engineer for general construction activity and the Chief Building Official for building construction activity. Prior to any construction work on the site, including grading, the applicant shall install a minimum 3’ x 3’ sign at the project entry which specifies the allowable construction work days and hours, and lists the name and contact person for the overall project manager and all contractors and sub- contractors working on the job. PAGE 8 OF RESOLUTION NO. 2022-11 8. The business owners shall annually maintain a valid business license from the Town of Danville and shall provide documentation, on an ongoing basis, that all independent contractors associated with this business operation, if any, are maintaining their own separate business license. 9. Any expansion or modification of the use shall be subject to review and approval by the Planning Division under a separate Land Use Permit application. 10. Personnel from the Danville Planning and Building Division have the right, under the terms of this land use permit, to make on-site inspections to assure compliance with these conditions of approval. 11. At any time during the effectiveness of this approval, the approval shall be revocable for cause in accordance with sections 32-4.15 through 32-4.19 of the Danville Municipal Code, including failure to comply with these conditions of approval if the applicant has caused or permitted any public nuisance in connection with the use. APPROVED by the Danville Planning Commission at a regular meeting on May 10, 2022, by the following vote: AYES: NOES: ABSTAINED: ABSENT: _____________________________ CHAIR APPROVED AS TO FORM: _______________________________ ______________________________ CITY ATTORNEY CHIEF OF PLANNING NOTICE OF A PUBLIC HEARING Danville Planning Commission Meeting Tuesday, May 10, 2022, at 5:00 p.m. | Teleconference only (details below) Project Name: Primrose School of Danville Case File Nos.: DEV22-0005, LUP22-0005 Location: 2425 Camino Tassajara | APN: 215-090-024 Description: Development Plan request DEV22-0005 and Land Use Permit request LUP22-0005 allowing the enclosure of a 1,391 square foot patio and the reapproval of a previously approved childcare center with no increase in enrollment beyond the previous approval for 108 children. The site is located at 2425 Camino Tassajara. Environmental Review: This project has been found to be Categorically Exempt from the requirements of the California Environmental Quality Act (CEQA), Section 15301, Class 1, Existing Facilities. Property Owner and Applicant: AnK Holdings LLC 1009 Cheshire Circle Danville, CA 94506 Staff Contact: Riley Anderson-Barrett, Assistant Planner (925) 314-3314 Randersonbarrett@danville.ca.gov CORONAVIRUS DISEASE (COVID-19) ADVISORY AND MEETING PROCEDURE On September 16, 2021, the Governor signed AB 361, extending Brown Act amendments through December 31, 2023, allowing legislative bodies to meet via teleconference during a proclaimed state of emergency by the Governor as a precaution to protect the health and safety of staff, officials, and the general public. As required by AB 361, the Danville Town Council has made findings that it is necessary to continue with remote meetings and adopted Resolution No. 22-2022 on April 5, 2022, approving the continued use of teleconferencing for public meetings of Town legislative bodies for the subsequent 30 days. ATTACHMENT B Members will be participating via teleconference. As such, there will be no physical location for members of the public to participate in this meeting. The Town of Danville encourages citizens to participate in public meetings. Members of the public can watch or listen to meetings via the web-video communication platform Zoom. Agendas are posted on the Town website: https://www.danville.ca.gov/agendas. Public comments may be provided in one of two ways: Zoom – verbal comments: To provide live comments during the meeting, join the meeting at the scheduled time via the Zoom link on the agenda.  When the agenda item is opened to public comment, click on the "Raise Your Hand" option in Zoom.  Your name will be announced, and you will have up to 3 minutes to share your comments.   Email - written comments: To provide written comments, send an email to the Administrative Assistant prior to 11:00 a.m. on May 10, 2022.  Correspondence should include the meeting date and agenda item number.  All comments received prior to the deadline will be provided to the Commissioners in advance of the meeting.  Written comments will not be read into the record. If you have questions, contact the Administrative Assistant at 925-314-3310 or devserv@danville.ca.gov prior to 11:00 a.m. on the day of the meeting. For additional information regarding the project, please contact the staff representative as referenced above.   To access the Commission meeting:  Town of Danville website: https://www.danville.ca.gov/agendas  Zoom: https://us02web.zoom.us/j/81981173053 Webinar ID: 819 8117 3053 For audio access to the meeting by telephone, use dial-in information below:  US: (669)900-6833 or (346)248-7799 or  (253)215-8782 or (312)626-6799 or  (929)205-6099 or (301)715-8592  Please note that telephone access to the meeting is recommended for audio only. To supplement a PC, Mac, tablet or device without audio, you may also join by phone at the telephone numbers listed above. All interested persons are encouraged to attend and be heard during the teleconference at the scheduled public hearing at 5:00 p.m., Tuesday, May 10, 2022. For additional information regarding the project, please contact the staff representative as referenced above.   NOTE: If you challenge the Town’s decision on this matter in court, you may be limited to raising only those issues you or someone else raised at the public hearing described in this notice, or in written correspondence delivered to the Town at, or prior, to the public hearing. In compliance with the Americans with Disabilities Act, the Town of Danville will provide special assistance for disabled citizens.  If you need special assistance to participate in this meeting, please contact the City Clerk (925) 314-3388.  Notification 48 hours prior to the meeting will enable the Town to make reasonable arrangements to ensure accessibility to this meeting. [28CFR 35.102-35.104 ADA Title II] Vicinity Map and Hearing Notice Boundary 2425 Camino Tassajara PROJECT SITE APN NAME ADDRESSS CITYSTATE ZIP 207061020 2420 PROPERTIES LLC PO BOX 2637 DANVILLE CA 94526207570011MANKAT MARTIN R TRE PO BOX 2765 DANVILLE CA 94526 207530039 MEDINA PATRICIA PO BOX 315 ALAMO CA 94507 202262022 ANDERSON RANCH SINGLE FAMILY PO BOX 475 WALNUT CREEK CA 94597207570013LI BIN & MIAO 1 CROSS BRIDGE PL DANVILLE CA 94526 207570008 NIMON YEVGENIY S TRE 10 CROSS BRIDGE PL DANVILLE CA 94526 217440031 BRICKELL BARBARA TRE 10 SHERBURNE HILLS RD DANVILLE CA 94526215090024ANK HOLDINGS LLC 1009 CHESHIRE CIR DANVILLE CA 94506 217440017 DAOUDI AYMAN & ASAI 103 LASATA CT DANVILLE CA 94526 217440001 RIDER WALTER & EVAMARIE TRE 108 LASATA CT DANVILLE CA 94526207570018DIAZ MARK & SARAH 11 CROSS BRIDGE CT DANVILLE CA 94526 207530040 CREGER JOAN L 1120 SHADY CREEK PL DANVILLE CA 94526 207530047 BRETT THOMAS V 1125 SHADY CREEK PL DANVILLE CA 94526 207530048 FICENEC JAMES J & LINDA J 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& ERIN F 43 REDBUD CT DANVILLE CA 94526 202262016 SEPEHR MANSOUR & PARVIN 45 REDBUD CT DANVILLE CA 94526 207530041 FRANCIS JULIANE & JEFFREY D 455 SAINT FRANCIS DR DANVILLE CA 94526 207570006 BRADING MICHAEL C 6 CROSS BRIDGE PL DANVILLE CA 94526207570019WANG QI 6021 LAURELSPUR LOOP SAN RAMON CA 94582 207570007 NESHCHERET LARISA 8 CROSS BRIDGE PL DANVILLE CA 94526 207570010 AZZOLINO CHANNING 9 CROSS BRIDGE PL DANVILLE CA 94526 Issue Date: Drawing Number: Date:Drn: Ckd: Drawing Title: Building Type: Site: Th e s e d r a w i n g s a n d t h e d e s i g n r e p r e s e n t e d h e r e b y a r e t h e e x c l u s i v e pr o p e r t y o f P r i m r o s e S c h o o l F r a n c h i s i n g C o . R e p r o d u c t i o n o r a n y u s e of t h e s e d r a w i n g s o t h e r t h a n f o r t h e p r o j e c t i n t e n d e d w i t h o u t t h e ex p r e s s w r i t t e n c o n s e n t o f P r i m r o s e S c h o o l F r a n c h i s i n g C o . i s pr o h i b i t e d . A n y u n a u t h o r i z e d u s e w i l l b e s u b j e c t t o l e g a l a c t i o n . A N e w B u i l d i n g F o r : Pr i m r o s e S c h o o l F r a n c h i s i n g C o m p a n y 2021 BUILD-OUT MDP MDP 10/1/2021 Ch i l d r e n ' s D e s i g n G r o u p Ma r k D . P a v e y , A . I . A . - A r c h i t e c t PO B O X 1 3 6 5 GU L F S H O R E S , A L 3 6 5 4 7 (3 3 4 ) - 5 4 6 - 3 6 2 4 (2 0 6 ) - 3 5 0 - 0 5 9 3 F a x ch i l d . d e s i g n @ m i n d s p r i n g . c o m Co p y r i g h t © 2 0 2 1 32 0 0 W i n d y H i l l R o a d S E - S u i t e 1 2 0 0 E At l a n t a , G a 3 0 3 3 9 - 5 6 4 0 Pr i m r o s e S c h o o l F r a n c h i s i n g C o m p a n y PRIMROSE SCHOOL of DANVILLE 2425 CAMINO TASSAJARA DANVILLE, CA 94526 LOCATION MAP SITE LOCATION T1.0 PLANNING NOTE TO CONTRACTOR RE: MOLD/MILDEW 1. THE FOLLOWING REQUIREMENTS SHALL APPLY TO ALL NEW AND REMODEL CONSTRUCTION PROJECTS. 2. IN THE EVENT THE CONTRACTOR DISCOVERS, AT ANY TIME DURING DEMOLITION, CONSTRUCTION, AND / OR REMODELING OPERATIONS, EXISTING CONDITIONS THAT COULD INCLUDE THE PRESENCE OF MOLD AND / OR MILDEW, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE AND THE PROFESSIONAL OF RECORD, IN WRITING, OF THE CONCERNS AND/OR SUSPICIONS. 3. CONCURRENTLY, THE CONTRACTOR SHALL BE RESPONSIBLE TO RETAIN A MOLD AND MILDEW CERTIFIED TESTING AGENCY TO PERFORM AN INVESTIGATION AND TESTING AS REQUIRED TO EVALUATE THE NATURE AND EXTENT OF THE PROBLEM. IF THE TESTING AGENCY CONFIRMS HAZARDS, THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN A MINIMUM OF THREE (3) BIDS FROM COMPANIES QUALIFIED AND LICENSED TO PERFORM ALL NECESSARY REMEDIATION WORK, COMPLYING WITH ALL LOCAL, STATE AND FEDERAL ENVIRONMENTAL REGULATIONS, CODES, AND STATUTES. 4. ONCE DISCOVERY OR SUSPICION OF MOLD AND / OR MILDEW IS MADE, THE CONTRACTOR SHALL TAKE ALL REASONABLE AND PRACTICAL PRECAUTIONS TO PROTECT ALL CONSTRUCTION PERSONNEL AND THE PUBLIC FROM THE EXPOSURE TO MOLD AND / OR MILDEW, AND SUCH PRECAUTIONS SHALL REMAIN IN PLACE UNTIL SUCH TIME AS THE OWNER OR HEALTH AUTHORITY DIRECTS OTHERWISE. CONSTRUCTION OPERATIONS SHALL NOT BE STOPPED OR CURTAILED, EXCEPT IN THE AREA OF MOLD / MILDEW CONCERN, DUE TO THESE REQUIRED PRECAUTIONS. 5. THE CONTRACTOR SHALL MAKE ALL REASONABLE EFFORTS TO AVOID CONDITIONS FAVORABLE TO THE DEVELOPMENT OF MOLD AND MILDEW, ESPECIALLY IN VOIDS WHICH WILL BE CONCEALED AND NOT VENTILATED. IN ALL CASES, INTERIOR SPACES AND INTERIOR FINISHED CONSTRUCTION SHALL BE MAINTAINED IN DRY AND WELL-VENTILATED CONDITIONS. 6. THE CONTRACTOR SHALL COMPLY WITH FEDERAL ENVIRONMENTAL AND OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION REGULATIONS AND ALL LOCAL AND STATE HEALTH DEPARTMENT REQUIREMENTS AND RECOMMENDATIONS REGARDING MOLD AND MILDEW. 7. ALL PENETRATIONS SHALL BE SEALED WATER-TIGHT TO PREVENT MOISTURE MIGRATION FROM ENTERING THE BUILDING OR WALL CAVITIES. 8. ALL CONDENSATE DRAIN PANS SHALL BE CLEANED AND KEPT FREE FROM DEBRIS UNTIL AND WHEN THE FACILITY IS TURNED OVER TO THE OWNER. INSURE POSITIVE DRAINAGE AT ALL DRAIN PANS. INSURE THAT ALL "COLD" SURFACES ARE INSULATED AND COVERED WITH A FULLY SEALED AND CONTINUOUS VAPOR BARRIER. ("COLD" SURFACES INCLUDE, BUT ARE NOT LIMITED TO, DOMESTIC COLD WATER PIPING, CHILLED WATER PIPING, INTERIOR RAIN LEADERS, OUTDOOR AIR INTAKES, AND DUCTWORK CARRYING AIR CONDITIONED SUPPLY AIR.) 9. ENSURE THAT THERE ARE NO WATER LEAKS IN CONCEALED PLUMBING CHASES. RETURN AIR PATHS AND PLENUMS SHALL BE KEPT DRY. ALL EXISTING SUPPLY AIR PATHS AND ALL EXISTING DUCTWORK TO BE RE-USED SHALL BE CLEANED AND TREATED AS REQUIRED TO REMOVE THE POTENTIAL FOR MOLD AND MILDEW. ALL DAMP AREAS SHALL BE DRIED THOROUGHLY PRIOR TO ENCLOSURE. REFER TO LS1.0 'LIFE SAFETY PLAN' FOR EXITING INFORMATION GENERAL CONDITIONS: THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, A.I.A. DOCUMENT A201, LATEST EDITION ARE HEREBY MADE A PART OF THESE CONSTRUCTION DOCUMENTS AS IF BOUND HEREIN. COPY OF A201, LASTEST EDITION OF THE GENERAL CONDITIONS MAY BE OBTAINED FROM THE ARCHITECT OR DIRECTLY FROM THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE N.W., WASHINGTON, D.C. 20006. CODE ANALYSIS: SHOP DRAWING SUBMITTALS: GENERAL CONTRACTOR MINIMUM SHOP DRAWING REQUIREMENTS: 3 SETS TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION: 1. STRUCTURAL CONNECTIONS 2. ELECTRICAL MODIFICATIONS 3. MILLWORK (CABINETS) 4. PLUMBING MODIFICATIONS HVAC SYSTEMS GENERAL CONTRACTOR TO SUBMIT ONE (1) COPY OF THE CUT SHEET FOR THE ARCHITECT'S RECORD AND ONE (1) COPY AT THE SITE OF THE FOLLOWING: 1. PLUMBING FIXTURES 2. HVAC EQUIPMENT 3. ELECTRICAL FIXTURES & EQUIPMENT PLUMBING FIXTURE REQUIREMENTS: OCCUPANT LOAD: CHILDREN: 108 CHILDREN - 33 CHILDREN <2YRS. = 75 CHILDREN >2YRS. OLDS ADULTS: 18 OCCUPANTS FIXTURE COUNT: CHILDREN REQUIRED: 1:15 MALE WATER CLOSETS AND LAVATORIES FOR CHILDREN >2YRS. OLD 1:15 FEMALE WATER CLOSETS AND LAVATORIES FOR CHILDREN >2YRS. OLD CHILDREN:TOTAL REQUIRED:TOTAL PROVIDED: 3 MALE WATER CLOSETS 8 UNISEX WATER CLOSETS (3&4 YRS. OLD) 3 MALE LAVATORIES 8 UNISEX LAVATORIES (3&4 YRS. OLD) 3 FEMALE WATER CLOSETS 3 FEMALE LAVATORIES ADULTS REQUIRED: 1:50, MALE WATER CLOSETS, 2/3 CAN BE URINALS 1:40 MALE LAVATORIES 1:30 FEMALE WATER CLOSET 1:40 FEMALE LAVATORIES 1:150 DRINKING FOUNTAINS ADULTS: TOTAL REQUIRED:TOTAL PROVIDED: 1 MALE WATER CLOSETS 1 MALE WATER CLOSETS W/ MAX. 1 URINALS 0 URINALS 1 MALE LAVATORIES 1 UNISEX LAVATORIES 1 FEMALE WATER CLOSETS 1 UNISEX WATER CLOSETS 1 FEMALE LAVATORIES 1 DRINKING FOUNTAIN 1 DRINKING FOUNTAINS MOP SINK:1 MOP SINK 1 MOP SINK PROJECT DESCRIPTION:EXISTING ONE-STORY, WOOD STUD BEARING WALL WITH CEMENT SIDING VENEER, ASPHALT SHINGLE ROOF, AND CONCRETE SLAB FOUNDATION CALIFORNIA CODE OF REGULATIONS, TITLE 24 BUILDING CODE:2019 CALIFORNIA BUILDING CODE ELECTRICAL CODE:2019 CALIFORNIA ELECTRICAL CODE MECHANICAL CODE:2019 CALIFORNIA MECHANICAL CODE PLUMBING CODE:2019 CALIFORNIA PLUMBING CODE ENERGY CODE:2019 CALIFORNIA ENERGY CODE FIRE CODE:2019 CALIFORNIA FIRE CODE GREEN BUILDING CODE:2019 CALIFORNIA GREEN BUILDING STANDARDS CODE ACCESSIBILITY:2010 ACCESSIBILITY STANDARDS USE GROUP CLASSIFICATION:GROUP E & I-4 UNSEPARATED USES STUDENT ENROLLMENT:108 STUDENTS OCCUPANT LOAD:135 OCCUPANTS BUILDING CATEGORY:III, SCHOOL AND DAYCARE W/OCCUPANT LOAD <250 CONSTRUCTION TYPE:TYPE V-B - UNPROTECTED - SPRINKLED EXISTING BUILDING HEIGHT: 1 STORY EXISTING ALLOWABLE HEIGHT:2 STORIES EXISTING BUILDING AREA: 6,438 S.F. ENCLOSED UNDER EXIST ROOF: 1,391 S.F. TOTAL H/C AREA: 7,829 S.F. ALLOWABLE AREA (I-4) : (TABLE 506.2 - S1): 38,000 SF ACCESSORY SPACES, STORAGE AND OFFICE <10% OF AREA: BUSINESS AREA: 345 S.F.` STORAGE AREA: 118 S.F. INCIDENTAL OCCUPANCIES: UTILITY ROOMS, NO SEPARATION LAUNDRY, SPRINKLERED, NO SEPARATION STORAGE, <100 S.F. OR SPRINKLERED, NO SEPARATION FIRE RISER ROOM, SPRINKLERED BUILDING, 1 HR SEPARATION FIRE RESISTANCE RATINGS:0 EXTERIOR BEARING WALLS: 0 HR. INTERIOR BEARING WALLS: N/A INTERIOR NON-BEARING WALLS: 0, SPRINKLERED ROOF/CEILING:0, SPRINKLERED CORRIDOR:1 HR` FIRE SEPARATION ON LOT: 0 >= 5' < 30' SOUTH SIDE SUPPLY STORAGE:0, <100 S.F. LAUNDRY ROOM:0, SPRINKLERED CORRIDOR INTERIOR WALL AND CEILING FINISH, TYPE B, SPRINKLERED ALL OTHER INTERIOR WALL AND CEILING FINISH, TYPE B, SPRINKLERED ATTIC DRAFTSTOPPING:NO, SPRINKLERED BUILDING (718.4) MANUAL FIRE ALARM SYSTEM:YES SMOKE DETECTION SYSTEM: YES FIRE SUPPRESSION SYSTEM:YES, FULL NFPA 13 MONITORING YES t PROJECT CONTACTS OWNER/DEVELOPER PRIMROSE SCHOOL FRANCHISING COMPANY 3200 WINDY HILL ROAD, SUITE 1200E ATLANTA, GA 30339 PHONE: 678-778-6017 FAX: 770-529-1551 CONTACT: GRAY GREINER EMAIL: GGreiner@primroseschools.com DEVELOPER: KARIM RAMZANALI - MANAGING MEMBER AnK HOLDINGS LLC 1009 CHESHIRE CIRCLE DANVILLE, CA 94506 P: (925) 895-6337 EMAIL: SAMIRARAMZANALI@GMAIL.COM ARCHITECT CHILDREN’S DESIGN GROUP MARK D. PAVEY, AIA - PRINCIPAL P.O.BOX 1365 GULF SHORES AL 36547 PHONE: 334-546-3624 CHILD.DESIGN@MINDSPRING.COM INDEX TO DRAWINGS GENERAL 1.CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE STORED AND PLACED SO AS NOT TO ENDANGER THE PUBLIC, THE WORKERS OR ADJOINING PROPERTY FOR THE DURATION OF THE CONSTRUCTION PROJECT. 2.REQUIRED EXITS, EXISTING STRUCTURAL ELEMENTS, FIRE PROTECTION DEVICES AND SANITARY SAFEGUARDS SHALL BE MAINTAINED AT ALL TIMES DURING ALTERATIONS, REPAIRS OR ADDITIONS TO ANY BUILDING OR STRUCTURE. EXCEPTIONS: a.WHERE SUCH REQUIRED ELEMENTS OR DEVICES ARE BEING ALTERED OR REPAIRED, ADEQUATE SUBSTITUTE PROVISIONS SHALL BE MADE. b.MAINTENANCE OF SUCH ELEMENTS AND DEVICES IS NOT REQUIRED WHERE THE EXISTING BUILDING IS NOT OCCUPIED. MANNER OF REMOVAL. 1.WASTE MATERIALS SHALL BE REMOVED IN A MANNER THAT PREVENTS INJURY OR DAMAGE TO PERSONS, ADJOINING PROPERTIES AND PUBLIC RIGHTS-OF-WAY. FIRE SAFETY DURING CONSTRUCTION. 1. FIRE SAFETY DURING CONSTRUCTION SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE AND THE APPLICABLE PROVISIONS OF CHAPTER 33 OF THE INTERNATIONAL FIRE CODE. PROTECTION OF PEDESTRIANS. 1.PEDESTRIANS SHALL BE PROTECTED DURING CONSTRUCTION AND DEMOLITION ACTIVITIES. SIGNS SHALL BE PROVIDED TO DIRECT PEDESTRIAN TRAFFIC. DIRECTIONAL BARRICADES. 1. PEDESTRIAN TRAFFIC SHALL BE PROTECTED BY A DIRECTIONAL BARRICADE WHERE THE WALKWAY EXTENDS INTO THE STREET. THE DIRECTIONAL BARRICADE SHALL BE OF SUFFICIENT SIZE AND CONSTRUCTION TO DIRECT VEHICULAR TRAFFIC AWAY FROM THE PEDESTRIAN PATH. CONSTRUCTION RAILINGS. 1.CONSTRUCTION RAILINGS SHALL BE NOT LESS THAN 42 INCHES (1067 MM) IN HEIGHT AND SHALL BE SUFFICIENT TO DIRECT PEDESTRIANS AROUND CONSTRUCTION AREAS. BARRIERS. BARRIER DESIGN. 1.BARRIERS SHALL BE PROVIDED WITH 2-INCH BY 4-INCH (51 MM BY 102 MM) TOP AND BOTTOM PLATES. 2.THE BARRIER MATERIAL SHALL BE BOARDS NOT LESS THAN 3/4 INCH (19.1 MM) IN THICKNESS OR WOOD STRUCTURAL USE PANELS NOT LESS THAN 1/4 INCH (6.4 MM) IN THICKNESS. 3.WOOD STRUCTURAL USE PANELS SHALL BE BONDED WITH AN ADHESIVE IDENTICAL TO THAT FOR EXTERIOR WOOD STRUCTURAL USE PANELS. 4.WOOD STRUCTURAL USE PANELS 1/4 INCH (6.4 MM) OR 15/16 INCH (23.8 MM) IN THICKNESS SHALL HAVE STUDS SPACED NOT MORE THAN 2 FEET (610 MM) ON CENTER. 5.WOOD STRUCTURAL USE PANELS 3/8 INCH (9.5 MM) OR 1/2 INCH (12.7 MM) IN THICKNESS SHALL HAVE STUDS SPACED NOT MORE THAN 4 FEET (1219 MM) ON CENTER, PROVIDED THAT A 2-INCH BY 4-INCH (51 MM BY 102 MM) STIFFENER IS PLACED HORIZONTALLY AT MID-HEIGHT WHERE THE STUD SPACING IS GREATER THAN 2 FEET (610 MM) ON CENTER. 6.WOOD STRUCTURAL USE PANELS 5/8 INCH (15.9 MM) OR THICKER SHALL NOT SPAN OVER 8 FEET (2438 MM). REPAIR, MAINTENANCE AND REMOVAL. 1.PEDESTRIAN PROTECTION REQUIRED BY SECTION 1501.6 SHALL BE MAINTAINED IN PLACE AND KEPT IN GOOD ORDER FOR THE ENTIRE LENGTH OF TIME PEDESTRIANS ARE SUBJECT TO BEING ENDANGERED. THE OWNER OR THE OWNER'S AUTHORIZED AGENT, ON COMPLETION OF THE CONSTRUCTION ACTIVITY, SHALL IMMEDIATELY REMOVE WALKWAYS, DEBRIS AND OTHER OBSTRUCTIONS AND LEAVE SUCH PUBLIC PROPERTY IN AS GOOD A CONDITION AS IT WAS BEFORE SUCH WORK WAS COMMENCED. ADJACENT TO EXCAVATIONS. 1.EVERY EXCAVATION ON A SITE LOCATED 5 FEET (1524 MM) OR LESS FROM THE STREET LOT LINE SHALL BE ENCLOSED WITH A BARRIER NOT LESS THAN 6 FEET (1829 MM) IN HEIGHT. WHERE LOCATED MORE THAN 5 FEET (1524 MM) FROM THE STREET LOT LINE, A BARRIER SHALL BE ERECTED WHERE REQUIRED BY THE CODE OFFICIAL. BARRIERS SHALL BE OF ADEQUATE STRENGTH TO RESIST WIND PRESSURE AS SPECIFIED IN CHAPTER 16 OF THE INTERNATIONAL BUILDING CODE. FACILITIES REQUIRED. 1.SANITARY FACILITIES SHALL BE PROVIDED DURING CONSTRUCTION OR DEMOLITION ACTIVITIES IN ACCORDANCE WITH THE INTERNATIONAL PLUMBING CODE. PROTECTION OF ADJOINING PROPERTY PROTECTION REQUIRED. 1.ADJOINING PUBLIC AND PRIVATE PROPERTY SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION AND DEMOLITION WORK. PROTECTION MUST BE PROVIDED FOR FOOTINGS, FOUNDATIONS, PARTY WALLS, CHIMNEYS, SKYLIGHTS AND ROOFS. PROVISIONS SHALL BE MADE TO CONTROL WATER RUNOFF AND EROSION DURING CONSTRUCTION OR DEMOLITION ACTIVITIES. THE PERSON MAKING OR CAUSING AN EXCAVATION TO BE MADE SHALL PROVIDE WRITTEN NOTICE TO THE OWNERS OF ADJOINING BUILDINGS ADVISING THEM THAT THE EXCAVATION IS TO BE MADE AND THAT THE ADJOINING BUILDINGS SHOULD BE PROTECTED. SAID NOTIFICATION SHALL BE DELIVERED NOT LESS THAN 10 DAYS PRIOR TO THE SCHEDULED STARTING DATE OF THE EXCAVATION. CONSTRUCTION SAFEGUARDS PRIMROSE SCHOOL oĨ DANVILLE 2425 CAMINO TASSAJARA DANVILLE, CA 94526 PLANNING SUBMITTAL TITLE SHEET ATTACHMENT C 10'0 5'15' 30' LANDSCAPE PLAN Parking Area Playground 66'-0" 11 0 ' - 0 " 95 ' - 0 " TASSAJARA LANE PARKING PR O P E R T Y B O U N D A R Y 9' - 0 " 18'-0" 18 ' - 3 " 25'-2" NORTH CA M I N O T A S S A J A R A 8 12 S W I N G S Planter TRASH RM DRAIN Planter STORAGE 6'-0" 3'-9" 5'-1" 6'-9" 6'-9" 4'-6" Playground Playground Playground Retaining Wall DN DN DN DN UP UP R = 7" R = 7" R = 7" R = 7" R = 6" R = 6" EL=99'-7" EXIST Front Courtyard EL=93'-2" Parking Lot EL=97'-11" Landing EL=93'-7" Walkway EL=97'-11" Landing EL=96'-4" Walkway EL=98'-4" Driveway EL=101'-2" Slab EL=105'-8" Rear Playground EL=109'-6" Landing EL=116'-4" Rear Access EL=105'-8" Rear Playground RAMP DN RAMP DN Planter Planter PROPOSED MONUMENT SIGN EL=95'-8" Parking Lot RAMP DN RESOURCE STAFF TOILET #1 TOILET #4 GALLERY #2 CONFERENCE RECEPTION TOILET #2 TOILET #3 W / D OFFICE CAR SEAT TOILET #5 TOILET #6 CLASSROOM A-2 CLASSROOM EP-1 CLASSROOM EP-2 WARMING KITCHEN CLASSROOM B-1 CLASSROOM EP-3 CLASSROOM C-1 CLASSROOM D-1 STO AREA/ TEL/COMM UP 14" UP 14' @ 8.3% UP EL=100'-0" Slab EL=100'-0" Slab EL=98'-10" Main Entry EL=100'-0" Slab EL=101'-2" PATIO EL=100'-0" ELECTRIC S H E L F SH E L F SH E L F GALLERY #1 GALLERY #3 CLASSROOM A-1 S H E L F UP S H E L F SHE L F S H E L F SHELF S H E L F SH E L F 55" TV VESTIBULE RECEPTION 23' @ 5% INFANT PLAYGROUND EARLY PRESCHOOL PLAYGROUND PRESCHOOL PLAYGROUND RAMP 625 SQ.FT. PSFC PATCH PLAYGROUND 18 CUBBIES (6W X 3H) 16 CUBBIES (8W X 2H) 15 CUBBIES (5W X 3H) 12 CUBBIES (4H X 3W) 12 CUBBIES (6W X 2H) 10 CUBBIES (5W X 2H) 12 CUBBIES (4W X 3H) 16 CUBBIES (8W X 2H) 12 CUBBIES (4W X 3H) 20 CUBBIES (10W X 2H) MOP SINK LA T LAT LAT LA T ATTIC ACCESS ATTIC ACCESS ATTIC ACCESS ATTIC ACCESS WINDOWS ABOVE WINDOWS ABOVE ELEC. PANEL CLEAR UP R = 7" EL=101'-5" EL=102'-5" Bleacher EL=103'-5" Bleacher EL=104'-8" Bleacher EL=105'-8" Rear Playground EL=105'-8" 12'-3" EL=102'-9" EL=105'-0" LANDING RAMP LANDING RAMP EL=103'-9" LANDINGRAMP EL=101'-2" EL=103'-5" GARDEN 15' R A M P U P 8 " 15 ' R A M P U P 1 5 " 15 ' R A M P U P 1 2 " 4.4% N O H A N D R A I L S 17 ' R A M P U P 1 7 " EL=105'-8" Rear Playground EL=99'-11" EL=99'-6" EL=99'-5" EL=99'-4" EL=99'-2" 1 : 5 0 1 : 1 2 1 : 1 2 1 : 5 0 1 : 5 0 1632 4 5 9 7 8 HO M E EL=99'-11" Landing RAMP @5% EL=105'-5" EL=99'-8" TOP OF TURF EL=99'-11" UP EL=99'-9" U P 12 CUBBIES (6W X 2H) Planter Planter Planter RHAPHIO LEPIS HAWTHORN INDIA CLARA ROCK ROSE CISTUS PURPUREUS PROVENCE LAVENDULA LAVENDAR 6 1 7 5 10 5 MYRTUS COMMUNIS MYRTLE COMPACTA 10 5 POLYGALA VIRGATA SWEET PEA PORTOLA 8 5g GROUNDCOVERS ARTIFICIAL TURF - SEE 14/A-72 & SPECIFICATIONS644 SF 1126 SF 6151 SF 881 SF 3369 SF 877 SF 459 SF PROVENCE LAVENDULA LAVENDAR 6 1 ROCK ROSE CISTUS PURPUREUS4 5 RHAPHIO LEPIS 11 5 HAWTHORN INDIA CLARA L-1 LANDSCAPE PLAN Issue Date: Drawing Number: Date:Drn: Ckd: Drawing Title: Building Type: Site: Th e s e d r a w i n g s a n d t h e d e s i g n r e p r e s e n t e d h e r e b y a r e t h e e x c l u s i v e pr o p e r t y o f P r i m r o s e S c h o o l F r a n c h i s i n g C o . R e p r o d u c t i o n o r a n y u s e of t h e s e d r a w i n g s o t h e r t h a n f o r t h e p r o j e c t i n t e n d e d w i t h o u t t h e ex p r e s s w r i t t e n c o n s e n t o f P r i m r o s e S c h o o l F r a n c h i s i n g C o . i s pr o h i b i t e d . A n y u n a u t h o r i z e d u s e w i l l b e s u b j e c t t o l e g a l a c t i o n . A N e w B u i l d i n g F o r : Pr i m r o s e S c h o o l F r a n c h i s i n g C o m p a n y 2021 BUILD-OUT MDP MDP 3/25/2022 Co p y r i g h t © 2 0 2 1 32 0 0 W i n d y H i l l R o a d S E - S u i t e 1 2 0 0 E At l a n t a , G a 3 0 3 3 9 - 5 6 4 0 Pr i m r o s e S c h o o l F r a n c h i s i n g C o m p a n y PRIMROSE SCHOOL of DANVILLE 2425 CAMINO TASSAJARA DANVILLE, CA 94526 TRACY BLUME LLLC P.O. BOX 147 LAFAYETTE, CA 94549 (925) 323-9081 T.BLUMEDESIGN@YAHOO.COM REQUIRED = (9 @ 50 SF = 450 SF) PROVIDED = 463 SF +13 SF ACTIVITY = (9 @ 35 SF = 315 SF) PROVIDED = 311 SF -4 SF INFANT (8) REQUIRED = (8 @ 35 SF = 280SF)PROVIDED = 298 SF +18 SF EARLY PRESCHOOL (12) REQUIRED = (12 @ 35 SF= 420 SF)PROVIDED = 426 SF +6 SF EARLY PRESCHOOL (16) REQUIRED = (16 @ 35 SF= 560 SF)PROVIDED = 557 SF +17 SF TODDLER (16) REQUIRED = (16 @ 35 SF= 560SF) PROVIDED = 571 SF +11 SF PRESCHOOL PATHWAYS (8) REQUIRED = (8 @ 35 SF= 280 SF) PROVIDED = 295 SF +15 SF PRESCHOOL (24) REQUIRED = (24 @ 35 SF= 840 SF) PROVIDED = 878 SF +38 SF KINDERGARTEN (24) REQUIRED = (24 @ 35 SF= 840 SF) PROVIDED = 853 SF +13 SF INFANT (9) REQUIRED = (48 @ 75 SF= 3,600 SF) PROVIDED = 3,158 SF (-442 SF) (14 @ 75 SF= 1,050 SF) PROVIDED = 1,076 SF REQUIRED = (30 @ 75 SF= 2,250 SF)PROVIDED = 2,250 SF AREA OF SAFE REFUGE 50'FROM BUILDING778 SF5SF/ CHILD = 155 CHILDREN Parking Area Playground 11 0 ' - 0 " 95 ' - 0 " TASSAJARA LANE PARKING PR O P E R T Y B O U N D A R Y 9' - 0 " 18'-0" 18 ' - 3 " 25'-2" NORTH CA M I N O T A S S A J A R A 8 12 S W I N G S Planter TRASH RM DRAIN Planter STORAGE 6'-0" 3'-9" 5'-1" 6'-9" 6'-9" 4'-6" Playground Playground Playground Retaining Wall DN DN DN DN UP UP R = 7" R = 7" R = 7" R = 7" R = 6" R = 6" RAMP DN RAMP DN Planter Planter PROPOSED MONUMENT SIGN RAMP DN RESOURCE STAFF TOILET #1 TOILET #4 GALLERY #2 CONFERENCE RECEPTION TOILET #2 TOILET #3 W / D OFFICE CAR SEAT TOILET #5 TOILET #6 CLASSROOM A-2 CLASSROOM EP-1 CLASSROOM EP-2 WARMING KITCHEN CLASSROOM B-1 CLASSROOM EP-3 CLASSROOM C-1 CLASSROOM D-1 STO AREA/ TEL/COMM UP 14" UP 14' @ 8.3% UP PATIO ELECTRIC S H E L F SH E L F SH E L F GALLERY #1 GALLERY #3 CLASSROOM A-1 S H E L F UP S H E L F SHE L F S H E L F SHELF S H E L F SH E L F 55" TV VESTIBULE RECEPTION 23' @ 5% INFANT PLAYGROUND EARLY PRESCHOOL PLAYGROUND PRESCHOOL PLAYGROUND RAMP 625 SQ.FT. PSFC PATCH PLAYGROUND 18 CUBBIES (6W X 3H) 16 CUBBIES (8W X 2H) 15 CUBBIES (5W X 3H) 12 CUBBIES (4H X 3W) 12 CUBBIES (6W X 2H) 10 CUBBIES (5W X 2H) 12 CUBBIES (4W X 3H) 16 CUBBIES (8W X 2H) 12 CUBBIES (4W X 3H) 20 CUBBIES (10W X 2H) MOP SINK LA T LAT LAT LA T ATTIC ACCESS ATTIC ACCESS ATTIC ACCESS ATTIC ACCESS WINDOWS ABOVE WINDOWS ABOVE ELEC. PANEL CLEAR UP R = 7" 12'-3" 15 ' R A M P U P 8 " 15 ' R A M P U P 1 5 " 15 ' R A M P U P 1 2 " 4.4 % N O H A N D R A I L S 17 ' R A M P U P 1 7 " 1 : 5 0 1 : 1 2 1 : 1 2 1 : 5 0 1 : 5 0 1632 4 5 9 7 8 HO M E RAMP @5% UP U P 12 CUBBIES (6W X 2H) Planter Planter Planter TRAVEL DISTANCE: 33' - 10" TRAVEL DISTANCE: 41' - 10" TR A V E L D I S T A N C E : 2 5 ' - 8 " TRAVEL DISTANCE: 27' - 10" TRAVEL DISTANCE: 34' - 2" TRAVEL DISTANCE: 50' - 8" TRAVEL DISTANCE: 51' TRAVEL DISTANCE: 45' - 1" TRAVEL DISTANCE: 39' - 7"TRAVEL DISTANCE: 39' - 7" TR A V E L D I S T A N C E : 2 7 ' - 4 " TR A V E L D I S T A N C E : 3 0 ' - 1 0 " TRAVEL DISTANCE: 59' - 3" LIFE SAFETY & LICENSING PLAN SCALE: 1/8" = 1'-0" 108 40 16 24 24 16 12 24 24 44 44 8 8 816916 9 8 16 12 8 117 17 #ACCUMULATED NUMBER OF PEOPLENOTE: LS-1 LIFE SAFETY & LICENSING PLAN Issue Date: Drawing Number: Date:Drn: Ckd: Drawing Title: Building Type: Site: Th e s e d r a w i n g s a n d t h e d e s i g n r e p r e s e n t e d h e r e b y a r e t h e e x c l u s i v e pr o p e r t y o f P r i m r o s e S c h o o l F r a n c h i s i n g C o . R e p r o d u c t i o n o r a n y u s e of t h e s e d r a w i n g s o t h e r t h a n f o r t h e p r o j e c t i n t e n d e d w i t h o u t t h e ex p r e s s w r i t t e n c o n s e n t o f P r i m r o s e S c h o o l F r a n c h i s i n g C o . i s pr o h i b i t e d . A n y u n a u t h o r i z e d u s e w i l l b e s u b j e c t t o l e g a l a c t i o n . A N e w B u i l d i n g F o r : Pr i m r o s e S c h o o l F r a n c h i s i n g C o m p a n y 2021 BUILD-OUT MDP MDP 10/1/2021 Ch i l d r e n ' s D e s i g n G r o u p Ma r k D . P a v e y , A . I . A . - A r c h i t e c t PO B O X 1 3 6 5 GU L F S H O R E S , A L 3 6 5 4 7 (3 3 4 ) - 5 4 6 - 3 6 2 4 (2 0 6 ) - 3 5 0 - 0 5 9 3 F a x ch i l d . d e s i g n @ m i n d s p r i n g . c o m Co p y r i g h t © 2 0 2 1 32 0 0 W i n d y H i l l R o a d S E - S u i t e 1 2 0 0 E At l a n t a , G a 3 0 3 3 9 - 5 6 4 0 Pr i m r o s e S c h o o l F r a n c h i s i n g C o m p a n y PRIMROSE SCHOOL of DANVILLE 2425 CAMINO TASSAJARA DANVILLE, CA 94526 BUILDING PROGRAM - CA Primrose School - Danville (CA) 11/01/2021 Name A1 - Infants (FUTURE) A2 - Infants B1 - Young Toddlers EP1 - Early Preschool EP2 - Early Preschool C1 - Preschool D1 - Pre - Kindergarten Ages 6 Wks - 12 Months 12 - 23 Months 24 - 29 Months 30 - 35 Months 3 Years 4 Years Primrose S.F. Per Child 50 35 35 35 35 35 California State Ratio 1:4 1:6 1:6 1:12 1:12 1:12 Max. Group Size 10 16 12 n/a PSFC Staff Ratio 1:3 1:6 1:6 1:8 1:12 1:12 Proposed Room Capacity 9 16 12 16 24 24 108 Staff Required 3 2 3 2 2 2 2 15 Required Area S.F. 450 560 420 560 840 840 3,780 6 Wks - 12 Months 35 1:4 12 1:4 8 280 EP3 - Primrose Pathways 30 - 42 Months 35 1:12 1:8 8 2 280n/a n/a n/a CURRENT PROGRAM 1 4/22/22 LOBBYOFFICE AREA/ TEL/COMM Planter OFFICE OFFICE AREA Parking Area OFFICE OFFICE Courtyard TRASH RM Playground PLAY RM CLASSROOM STORAGE DRAIN FOYER RECEPTION RAMP DN CLASSROOM PLAY CLASSROOM BREAK RM WORK RM STORAGE CLASSROOM STORAGE PLAY CLASSROOM CLASSROOM CLASSROOM Bleachers CLASSROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM RAMP UP STORAGEELEC RM Planter STORAGE AFF= 3'-0" WH= 3'-10" (Typ Of 2) AFF= 3'-0" WH= 3'-10" (Typ Of 2) AFF= 3'-0" WH= 3'-10" (Typ Of 2) AFF= 3'-11" WH= 2'-10" AFF= 3'-0" WH= 3'-10" AFF= 3'-0" WH= 3'-10" (Typ Of 2) AFF= 3'-0" WH= 3'-10" AFF= 0'-11" WH= 5'-11" AFF= 3'-0" WH= 3'-10" AFF= 3'-0" WH= 3'-10" (Typ Of 2) AFF= 3'-0" WH= 3'-10" AFF= 3'-11" WH= 2'-11" AFF= 3'-11" WH= 2'-11" AFF= 3'-0" WH= 3'-10" (Typ Of 2) AFF= 3'-0" WH= 3'-10" AFF= 2'-1" WH= 3'-11" AFF= 2'-1" WH= 3'-11" AFF= 2'-5" WH= 4'-5" AFF= 7'-9" WH= 4'-5" AFF= 2'-10" WH= 1'-11" AFF= 0'-11" WH= 5'-11" AFF= 0'-11" WH= 5'-11" AFF= 3'-5" WH= 3'-5" AFF= 0'-11" WH= 5'-11" AFF= 2'-5" WH= 4'-4" AFF= 2'-5" WH= 4'-4" AFF= 2'-6" WH= 4'-4" AFF= 7'-9" WH= 4'-4" AFF= 2'-10" WH= 1'-11" AFF= 9'-5" WH= 4'-9" 1' Low Win Ht; Sill Rel 1:B (Typ Of 2) AFF= 2'-6" WH= 4'-4" AFF= 3'-11" WH= 2'-11" AFF= 2'-6" WH= 4'-4" (Typ Of 2) AFF= 2'-10" WH= 1'-11" AFF= 10'-6" WH= 1'-0" AFF= 2'-6" WH= 4'-5" AFF= 3'-11" WH= 2'-11" AFF= 2'-6" WH= 4'-4" (Typ Of 2) AFF= 2'-6" WH= 4'-4" AFF= 2'-6" WH= 4'-4" (Typ Of 2) AFF= 3'-11" WH= 2'-11" AFF= 2'-6" WH= 4'-4" AFF= 2'-6" WH= 4'-4" AFF= 9'-5" WH= 4'-9" 1' Low Win Ht; Sill Rel 1:B (Typ Of 2) 6'-9" 6'-0" 3'-9" 6'-9" 6'-9" 6'-9" 5'-11" 6'-9" 6'-9" 6'-9" 6'-9" 6'-9" 6'-9" 6'-9" 6'-9" 6'-9" 6'-9" 6'-9" 6'-9" 6'-9" 6'-9" 6'-9" 5'-1" 6'-9"6'-9" 6'-9" 6'-9" 6'-9" 6'-9" 6'-9" 6'-9" 6'-9" 6'-9"6'-9" 6'-9" 6'-9"6'-9" 6'-9" 6'-9" 6'-9" 6'-9" 4'-6" 4'-8" 4'-9" 4'-9" 9'-0" 5'-8" AFF= 2'-6" WH= 4'-4" AFF= 0'-11" WH= 5'-11" AFF= 2'-5" WH= 4'-5" AFF= 10'-6" WH= 4'-9" AFF= 2'-6" WH= 4'-4" Planter Planter 12'-0" 12'-9" 12'-0" 5'-6" 9'-1" 11'-10" 21'-6" 18'-10" 13'-2"10'-0"9'-11" 11'-11" 8'-0" 24'-2" 24'-9" 7'-6" 12'-1" 15'-5" Playground 12'-0" 14'-8" 24'-3" 9'-7" 24'-8" 12'-1" 12'-9" 8'-11" 12'-11" 10'-4" 20'-0" 7'-4" 15'-10"12'-8" 25'-1"12'-8" 8'-10" 27'-11" Playground Playground Playground 12'-11" 8'-11" 12'-10" 12'-0" 7'-5" 24'-1" 24'-9" 26'-5" 25'-4" Retaining Wall 7'-0" 14'-1" 6'-5" 15'-5" 10'-5" 13'-11" DN DN UP UP DN DN UP UP UP UP UP UP R = 7" R = 7" R = 7" R = 7" R = 7" R = 6" R = 6" EL=99'-7" Front Courtyard EL=93'-2" Parking Lot EL=100'-0" Slab EL=100'-0" Slab EL=97'-11" Landing EL=93'-7" Walkway EL=100'-0" Slab EL=100'-0" Slab EL=95'-8" Parking Lot EL=97'-11" Landing EL=96'-4" Walkway EL=99'-10" Main Entry EL=99'-4" Driveway EL=101'-2" Floor EL=101'-2" Floor EL=101'-2" Slab EL=105'-8" Rear Playground EL=109'-6" Landing EL=116'-4" Rear Access EL=102'-5" Bleacher EL=103'-5" Bleacher EL=104'-8" Bleacher EL=105'-8" Rear Playground EL=105'-8" Rear Playground EL=100'-0" Slab 12'-4" 9'-10" EL=101'-2" Floor EL=101'-2" Slab EL=101'-2" Floor 2'-1" 2'-0" 2'-1" 15'-5" 6'-1" RAMP DN RAMP DN 25'-3" 9'-0" 5'-8" 2'-6" 2'-1" 2'-11" 5'-8" 9'-0" PATIO PATIO PATIO PATIO Planter Planter 32'-0" 51'-6" 16'-9" 16'-10" 28'-3" 7'-0" 12'-1" 17'-0" 28'-0" 6'-6" 8'-0" 14'-10" 29'-8" 57'-11" 32'-1"21'-5" 20'-7" 12'-3" 44'-7" 6'-10" 29'-0" 28'-2" 15'-0" 7'-5" 7'-6" 7'-6" 7'-7" 7'-7" 7'-5" 7'-7" 7'-6" 8'-5"15'-0"18'-2" 25'-6" 14'-11" 24'-4" 2'-10" 9'-2" 12'-11" 5'-0" 22'-6"5'-3" Up to Mezz A Up to Mezz B Up to Mezz C Survey Accuracy: +/-%0.13 Note: All dimensions shown are rounded to the nearest inch, for informational purposes only. All measurements are recorded to 1/8" accuracy as documented in the final CAD drawing supplied. PREPARED FOR: Mark D. Pavey, AIA - Architect PO Box 1365 Gulf Shores, AL 36547 Tel (334) 546-3624 (As Measured: August 2021) FIRST FLOOR LASERTECH® is a registered US trademark of Lasertech® Floorplans Ltd. Copyright 1998 Lasertech® Floorplans Ltd., All Rights Reserved Building Billing Summary Measured Area: 6,837 s.f. Exterior Area: 13,895 s.f. *Measured Area represents the footprint of the floor, and is used solely for billing purposes. It is NOT to be used for leasing purposes. TASSAJARA LANE CA M I N O T A S S A J A R A X'-X"Spot Height (Above Finished Floor): ELEVATION LEGEND Sill Height (Above Finished Floor): Window Height: AFF= X'-X" WH= X'-X" Issue Date: Drawing Number: Date:Drn: Ckd: Drawing Title: Building Type: Site: Th e s e d r a w i n g s a n d t h e d e s i g n r e p r e s e n t e d h e r e b y a r e t h e e x c l u s i v e pr o p e r t y o f P r i m r o s e S c h o o l F r a n c h i s i n g C o . R e p r o d u c t i o n o r a n y u s e of t h e s e d r a w i n g s o t h e r t h a n f o r t h e p r o j e c t i n t e n d e d w i t h o u t t h e ex p r e s s w r i t t e n c o n s e n t o f P r i m r o s e S c h o o l F r a n c h i s i n g C o . i s pr o h i b i t e d . A n y u n a u t h o r i z e d u s e w i l l b e s u b j e c t t o l e g a l a c t i o n . A N e w B u i l d i n g F o r : Pr i m r o s e S c h o o l F r a n c h i s i n g C o m p a n y 2021 BUILD-OUT MDP MDP 10/1/2021 Ch i l d r e n ' s D e s i g n G r o u p Ma r k D . P a v e y , A . I . A . - A r c h i t e c t PO B O X 1 3 6 5 GU L F S H O R E S , A L 3 6 5 4 7 (3 3 4 ) - 5 4 6 - 3 6 2 4 (2 0 6 ) - 3 5 0 - 0 5 9 3 F a x ch i l d . d e s i g n @ m i n d s p r i n g . c o m Co p y r i g h t © 2 0 2 1 32 0 0 W i n d y H i l l R o a d S E - S u i t e 1 2 0 0 E At l a n t a , G a 3 0 3 3 9 - 5 6 4 0 Pr i m r o s e S c h o o l F r a n c h i s i n g C o m p a n y PRIMROSE SCHOOL of DANVILLE 2425 CAMINO TASSAJARA DANVILLE, CA 94526 D1.1 EXISTING FLOOR PLAN (As Measured: August 2021) 10'0 5'15' 30' SITE & FLOOR PLAN GENERAL FLOOR PLAN NOTES 6,438 SQ.FT. EXISTING H/C SCALE: 1/8" = 1'-0" X A REMOVE EXISTING WINDOW REMOVE EXISTING WINDOW A A A E EXISTING WINDOW TO REMAIN REMOVE EXISTING WINDOW REMOVE EXISTING WINDOW REMOVE EXISTING WINDOW 1 1 A5.5 3 A5.5 2 A5.5 5 A5.5 4 A5.5 A A5.6 2 2 2 2 2 2 2 4 4 23'-7 1/2" 15 ' - 8 " 27 ' - 6 1 / 2 " 24'-2 1/2" 15'-1 1/4" 26 ' - 4 " 12'-11" 1" 9' - 2 1 / 2 " 7 14 21 1 2 3 5 6 7 2726 25 24 16 17 18 14 15 13 12 11 19 20 21 22 31 23 9 30 29 32 33 28 34 35 36 37 38 TOILET #1 NO MODIFICATIONS 6 A6.1 5 A6.1 A A6-1 DOOR TAG, SEE DOOR SCHEDULE. WINDOW TAG, SEE WINDOW LEGEND. 00 # 2'-1"SPOT ELEVATION NEW WALL CONSTRUCTION UNDER ROOF NEW WALL CONSTRUCTION UNDER ROOF NEW WALL CONSTRUCTION EXISTING WALLS TO REMAIN MAILBOX - SEE 8/A-7.2 4' BLACK AMERISTAR FENCE, TYPICAL ALL PRESCHOOL PLAYGROUND EQUIPMENT - SEE 2/A-7.2 EARLY PRESCHOOL PLAYGROUND EQUIPMENT - SEE 1/A-7.2 4' W BLACK GATE TO MATCH FENCE MATERIAL, TYPICAL BUCKLE UP SIGN - SEE 9/A-7.2 PRIMROSE PATCH - 6'x12' - SEE 11/A-7.2 PRIMROSE PATCH SIGN - SEE 9/A-7.2 SMOKE FREE SIGN - SEE 9/A-7.2 HOPSCOTCH - PAINTED - SEE 7/A-7.2 4-SQUARE - PAINTED - SEE 6/A-7.2 13 21 17 19 18 20 15 14 16 5 9 11 10 12 6 8 7 1 3 4 2 ARTIFICIAL TURF - SEE SPECS AND 14/A7.2 MONUMENT SIGN - SEE DETAILS - SHEET A7.1 PARKING LOT WITH STRIPING, SEE CIVIL DRAWINGS HC PARKING SIGNAGE - SEE CIVILS 12'x12' SUNPORTS SUNSHADE-FOREST GREEN/BEIGE LOGO FLAGPOLE 25' & LIGHT - SEE 13/A-7.2 AREA OF SAFE DISPERSAL - 3 SF PER CHILD PROVIDE 8" X 12" SIGNS ON FENCE WATCH FOR CHILDREN SIGN - SEE 9/A-7.2 FENCES - SEE DETALS A/6.1 P PROVIDE TACTILE EXIT SIGN AT LATCH SIDE OF EXIT DOOR PANIC DEVICE ON GATE E E E E E E E E E E E E EEE E E E E E E E E E 2 3 4 5 6 7 11 11 11 11 11 11 7 8 9 10 12 13 14 14 14 14 14 14 23 23 23 14 14 14 15 15 15 15 15 15 P P P P 16 20 1,391 SQ.FT. BUILT OUT UNDER EXISTING ROOF 7,829 SQ.FT. TOTAL NEW H/C 1 A6.2 2 A6.2 4 A6.2 3 A6.2 4 Parking Area Playground 66'-0" 11 0 ' - 0 " 95 ' - 0 " TASSAJARA LANE PARKING PR O P E R T Y B O U N D A R Y 9' - 0 " 18'-0" 18 ' - 3 " 25'-2" NORTH CA M I N O T A S S A J A R A 8 12 S W I N G S Planter TRASH RM DRAIN Planter STORAGE 6'-0" 3'-9" 5'-1" 6'-9" 6'-9" 4'-6" Playground Playground Playground Retaining Wall DN DN DN DN UP UP R = 7" R = 7" R = 7" R = 7" R = 6" R = 6" EL=99'-7" EXIST Front Courtyard EL=93'-2" Parking Lot EL=97'-11" Landing EL=93'-7" Walkway EL=97'-11" Landing EL=96'-4" Walkway EL=98'-4" Driveway EL=101'-2" Slab EL=105'-8" Rear Playground EL=109'-6" Landing EL=116'-4" Rear Access EL=105'-8" Rear Playground RAMP DN RAMP DN Planter Planter PROPOSED MONUMENT SIGN EL=95'-8" Parking Lot RAMP DN RESOURCE STAFF TOILET #1 TOILET #4 GALLERY #2 CONFERENCE RECEPTION TOILET #2 TOILET #3 W / D OFFICE CAR SEAT TOILET #5 TOILET #6 CLASSROOM A-2 CLASSROOM EP-1 CLASSROOM EP-2 WARMING KITCHEN CLASSROOM B-1 CLASSROOM EP-3 CLASSROOM C-1 CLASSROOM D-1 STO AREA/ TEL/COMM UP 14" UP 14' @ 8.3% UP EL=100'-0" Slab EL=100'-0" Slab EL=98'-10" Main Entry EL=100'-0" Slab EL=101'-2" PATIO EL=100'-0" ELECTRIC S H E L F SH E L F SH E L F GALLERY #1 GALLERY #3 CLASSROOM A-1 S H E L F UP S H E L F SHE L F S H E L F SHELF S H E L F SH E L F 55" TV VESTIBULE RECEPTION 23' @ 5% INFANT PLAYGROUND EARLY PRESCHOOL PLAYGROUND PRESCHOOL PLAYGROUND RAMP 625 SQ.FT. PSFC PATCH PLAYGROUND 18 CUBBIES (6W X 3H) 16 CUBBIES (8W X 2H) 15 CUBBIES (5W X 3H) 12 CUBBIES (4H X 3W) 12 CUBBIES (6W X 2H) 10 CUBBIES (5W X 2H) 12 CUBBIES (4W X 3H) 16 CUBBIES (8W X 2H) 12 CUBBIES (4W X 3H) 20 CUBBIES (10W X 2H) MOP SINK LA T LAT LAT LA T ATTIC ACCESS ATTIC ACCESS ATTIC ACCESS ATTIC ACCESS WINDOWS ABOVE WINDOWS ABOVE ELEC. PANEL CLEAR UP R = 7" EL=101'-5" EL=102'-5" Bleacher EL=103'-5" Bleacher EL=104'-8" Bleacher EL=105'-8" Rear Playground EL=105'-8" 12'-3" EL=102'-9" EL=105'-0" LANDING RAMP LANDING RAMP EL=103'-9" LANDINGRAMP EL=101'-2" EL=103'-5" GARDEN 15' R A M P U P 8 " 15 ' R A M P U P 1 5 " 15 ' R A M P U P 1 2 " 4.4% N O H A N D R A I L S 17 ' R A M P U P 1 7 " EL=105'-8" Rear Playground EL=99'-11" EL=99'-6" EL=99'-5" EL=99'-4" EL=99'-2" 1 : 5 0 1 : 1 2 1 : 1 2 1 : 5 0 1 : 5 0 1632 4 5 9 7 8 HO M E EL=99'-11" Landing RAMP @5% EL=105'-5" EL=99'-8" TOP OF TURF EL=99'-11" UP EL=99'-9" U P 12 CUBBIES (6W X 2H) Planter Planter Planter 1.ALL INTERIOR DIMENSIONS ARE TO FACE OF STUDS, UNLESS NOTED OTHERWISE. 2. ALL EXTERIOR DIMENSIONS ARE TO THE FACE OF STUD OR ROUGH OPENING, UNLESS NOTED OTHERWISE. 3. PROVIDE BLOCKING IN WALL BEHIND ALL WALL MOUNTED FIXTURES & CASEWORK (TYPICAL). 4. CONTROLS AND OPERATING MECHANISMS: CONTROLS SPECIFICALLY INTENDED FOR ADULTS SUCH AS INTERCOMS, THERMOSTATS, ETC, SHALL BE MOUNTED AT 48" A.F.F. TO THE OPERATING PARTS. CONTROLS SUCH AS LIGHT SWITCHES, ALARM CONTROLS, SHALL BE MOUNTED AT 48" A.F.F. TO THE OPERATING PARTS. VERIFY WITH OWNER BEFORE INSTALLING CONTROLS. 5. SECURITY SYSTEM NOTES: A. THIS IS A REQUIRED SYSTEM. THE CONTRACTOR IS RESPONSIBLE FOR HIRING A LICENSED SECURITY FIRM FOR THEIR SCHOOL. B. SECURITY SYSTEM SUBCONTRACTOR TO SEAL ALL WIRING PENETRATIONS FOR SECURITY SYSTEM AT POINTS OF CONTACT. 6. BUILDING ADDRESS MUST BE VISIBLE FROM THE STREET. NUMBER HEIGHT A MINIMUM OF 6" FOR UP TO 50' DISTANCE, THEN LETTERS SHALL BE AN ADDITIONAL 1" TALLER PER EACH ADDITIONAL 10'-0" OF DISTANCE. 7. HOLD DOORS 4" FROM WALLS UNLESS NOTED OTHERWISE 8. G.C. SHALL CONFIRM EXACT QUANTITY & LOCATION OF SOAP AND PAPER TOWEL DISPENSERS WITH FRANCHISE OWNER PRIOR TO ORDERING. 9. ALL PARTITIONS EXTEND TO UNDERSIDE OF CEILING OR ROOF STRUCTURE, UNLESS NOTED OTHERWISE, REFER TO BUILDING SECTIONS FOR ADDITIONAL INFORMATION. 10. REFER TO REFLECTED CEILING PLAN FOR LOCATION OF SOUND BATTS. 11. ALL DOWNSPOUTS ARE TO BE ROUTED TO EXISTING UNDERGROUND STORM DRAIN SYSTEM. 12. MOISTURE RESISTANT GYPSUM BOARD REQUIRED IN TOILET ROOMS, KITCHEN, AT WATER COOLERS AND LAUNDRY ROOM. 13. JOINT ALONG PERIMETER OF BUILDING AT ADJOINING NEW & EXISTING FLATWORK SHALL BE SEALED. 14. REMOVE AND REINSTALL DOWNSPOUTS AS REQUIRED. FLOOR/SITE PLAN KEYED NOTES EXISTING KNOX BOX NEAR THE FRONT ENTRANCE TO REMAIN FOR FIRE DEPT.ACCESS. COORDINATE WITH LOCAL FIRE OFFICIAL. 22 EXISTING 6' GATE EXISTING 6' MIN FENCE TO REMAIN23 22 23 23 23 23 23 23 A1.1 SITE & FLOOR PLAN Issue Date: Drawing Number: Date:Drn: Ckd: Drawing Title: Building Type: Site: Th e s e d r a w i n g s a n d t h e d e s i g n r e p r e s e n t e d h e r e b y a r e t h e e x c l u s i v e pr o p e r t y o f P r i m r o s e S c h o o l F r a n c h i s i n g C o . R e p r o d u c t i o n o r a n y u s e of t h e s e d r a w i n g s o t h e r t h a n f o r t h e p r o j e c t i n t e n d e d w i t h o u t t h e ex p r e s s w r i t t e n c o n s e n t o f P r i m r o s e S c h o o l F r a n c h i s i n g C o . i s pr o h i b i t e d . A n y u n a u t h o r i z e d u s e w i l l b e s u b j e c t t o l e g a l a c t i o n . A N e w B u i l d i n g F o r : Pr i m r o s e S c h o o l F r a n c h i s i n g C o m p a n y 2021 BUILD-OUT MDP MDP 10/1/2021 Ch i l d r e n ' s D e s i g n G r o u p Ma r k D . P a v e y , A . I . A . - A r c h i t e c t PO B O X 1 3 6 5 GU L F S H O R E S , A L 3 6 5 4 7 (3 3 4 ) - 5 4 6 - 3 6 2 4 (2 0 6 ) - 3 5 0 - 0 5 9 3 F a x ch i l d . d e s i g n @ m i n d s p r i n g . c o m Co p y r i g h t © 2 0 2 1 32 0 0 W i n d y H i l l R o a d S E - S u i t e 1 2 0 0 E At l a n t a , G a 3 0 3 3 9 - 5 6 4 0 Pr i m r o s e S c h o o l F r a n c h i s i n g C o m p a n y PRIMROSE SCHOOL of DANVILLE 2425 CAMINO TASSAJARA DANVILLE, CA 94526 A RENEWS 8-31-22 C NO. C19627 MARK D. PAVEY S T ET A OF N L C E S E D NROLFA A E CRH T C T Issue Date: Drawing Number: Date:Drn: Ckd: Drawing Title: Building Type: Site: Th e s e d r a w i n g s a n d t h e d e s i g n r e p r e s e n t e d h e r e b y a r e t h e e x c l u s i v e pr o p e r t y o f P r i m r o s e S c h o o l F r a n c h i s i n g C o . R e p r o d u c t i o n o r a n y u s e of t h e s e d r a w i n g s o t h e r t h a n f o r t h e p r o j e c t i n t e n d e d w i t h o u t t h e ex p r e s s w r i t t e n c o n s e n t o f P r i m r o s e S c h o o l F r a n c h i s i n g C o . i s pr o h i b i t e d . A n y u n a u t h o r i z e d u s e w i l l b e s u b j e c t t o l e g a l a c t i o n . A N e w B u i l d i n g F o r : Pr i m r o s e S c h o o l F r a n c h i s i n g C o m p a n y 2021 BUILD-OUT MDP MDP 10/1/2021 Ch i l d r e n ' s D e s i g n G r o u p Ma r k D . P a v e y , A . I . A . - A r c h i t e c t PO B O X 1 3 6 5 GU L F S H O R E S , A L 3 6 5 4 7 (3 3 4 ) - 5 4 6 - 3 6 2 4 (2 0 6 ) - 3 5 0 - 0 5 9 3 F a x ch i l d . d e s i g n @ m i n d s p r i n g . c o m Co p y r i g h t © 2 0 2 1 32 0 0 W i n d y H i l l R o a d S E - S u i t e 1 2 0 0 E At l a n t a , G a 3 0 3 3 9 - 5 6 4 0 Pr i m r o s e S c h o o l F r a n c h i s i n g C o m p a n y PRIMROSE SCHOOL of DANVILLE 2425 CAMINO TASSAJARA DANVILLE, CA 94526 A4.0S EXISTING SOUTH ELEVATION SCALE: 2 A4.0 SOUTH CAMINO TASSAJARA 3/16" = 1'-0" SOUTH PHOTOS 1/8" = 1'-0" DR-2 WD-3 WD-1WD-1 RF-1 WIN-1 WD-2 DR-1 WD-3 WIN-1 WD-2 WD-1 WD-1 WD-2 WD-1 RF-1 WD-1 WD-1 SN-1 WD-2 WD-1 INFILL OPEN ROOF FRAMING FOR NEW VESTIBULE AND CLASSROOM EXPANSION RF-1 WD-1WD-1 WD-1 WD-2 WD-1 WD-2 WD-1DR-1 WD-3 RF-1 EXTERIOR FINISH LEGEND MAR<DESCRIPTION SPECIFICATION WD-1 LAP SIDING 6" HARDIE LAP SIDING TO MATCH EXISTING COLOR HARDIE COLOR: SLATE GRAY - WOOD GRAIN WD-2 TRIM NEW HARDIE TRIM TO MATCH EXISTING COLOR HARDIE COLOR: ARCTIC WHITE - WOOD GRAIN WD-3 TRIM (DOOR AND WINDOWTRIM) DS - 1 GUTTERS, DOWNSPOUTS NEW GUTTERS AND DOWNSPOUTS TO MATCH EXISTING MATERIAL AND COLOR DR - 1 HALF LITE DOORS EXTERIOR INSULATED METAL HALF LITE DOOR; COLOR (INTERIOR & EXTERIOR): WHITE. SEE DOOR SCHEDULE FOR ADDITIONAL INFORMATION. DR - 2 FULL LITE DOOR EXTERIOR INSULATED METAL FULL LITE DOOR : COLOR (INTERIOR & EXTERIOR): WHITE. SEE DOOR SCHEDULE FOR ADDITIONAL INFORMATION. WIN - 1 VINYL WINDOWS NEW WINDOWS TO MATCH EXISTING TYPE AND COLOR Issue Date: Drawing Number: Date:Drn: Ckd: Drawing Title: Building Type: Site: Th e s e d r a w i n g s a n d t h e d e s i g n r e p r e s e n t e d h e r e b y a r e t h e e x c l u s i v e pr o p e r t y o f P r i m r o s e S c h o o l F r a n c h i s i n g C o . R e p r o d u c t i o n o r a n y u s e of t h e s e d r a w i n g s o t h e r t h a n f o r t h e p r o j e c t i n t e n d e d w i t h o u t t h e ex p r e s s w r i t t e n c o n s e n t o f P r i m r o s e S c h o o l F r a n c h i s i n g C o . i s pr o h i b i t e d . A n y u n a u t h o r i z e d u s e w i l l b e s u b j e c t t o l e g a l a c t i o n . A N e w B u i l d i n g F o r : Pr i m r o s e S c h o o l F r a n c h i s i n g C o m p a n y 2021 BUILD-OUT MDP MDP 10/1/2021 Ch i l d r e n ' s D e s i g n G r o u p Ma r k D . P a v e y , A . I . A . - A r c h i t e c t PO B O X 1 3 6 5 GU L F S H O R E S , A L 3 6 5 4 7 (3 3 4 ) - 5 4 6 - 3 6 2 4 (2 0 6 ) - 3 5 0 - 0 5 9 3 F a x ch i l d . d e s i g n @ m i n d s p r i n g . c o m Co p y r i g h t © 2 0 2 1 32 0 0 W i n d y H i l l R o a d S E - S u i t e 1 2 0 0 E At l a n t a , G a 3 0 3 3 9 - 5 6 4 0 Pr i m r o s e S c h o o l F r a n c h i s i n g C o m p a n y PRIMROSE SCHOOL of DANVILLE 2425 CAMINO TASSAJARA DANVILLE, CA 94526 A4.0 EXTERIOR ELEVATIONS SCALE: 1 A4.0 TASSAJARA LANE 1/8" = 1'-0" SCALE: 4 A4.0 NORTH ELEVATION 1/8" = 1'-0" SCALE: 3 A4.0 WEST ELEVATION 1/8" = 1'-0" SCALE: 2 A4.0 CAMINO TASSAJARA 1/8" = 1'-0" SN-1 LIGHTED SIGN 42" ROUND LED INTERNALLY LIT SIGN. SEE A7.1 NEW HARDIE TRIM TO MATCH EXISTING COLOR HARDIE COLOR: ARCTIC WHITE - WOOD GRAIN RF-1 COOL ROOF SHINGLES OWENS CORNING DURATION COOL - ASPHALT SHINGLES COLOR: MOUNTAINSIDE (SRI 19) MIN. SRI 16 PER CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS TITLE 24, PART 6 A7.1 5 MONUMENT SIGN DETAILS N.T.S. SITE DETAILS Issue Date: Drawing Number: Date:Drn: Ckd: Drawing Title: Building Type: Site: Th e s e d r a w i n g s a n d t h e d e s i g n r e p r e s e n t e d h e r e b y a r e t h e e x c l u s i v e pr o p e r t y o f P r i m r o s e S c h o o l F r a n c h i s i n g C o . R e p r o d u c t i o n o r a n y u s e of t h e s e d r a w i n g s o t h e r t h a n f o r t h e p r o j e c t i n t e n d e d w i t h o u t t h e ex p r e s s w r i t t e n c o n s e n t o f P r i m r o s e S c h o o l F r a n c h i s i n g C o . i s pr o h i b i t e d . A n y u n a u t h o r i z e d u s e w i l l b e s u b j e c t t o l e g a l a c t i o n . A N e w B u i l d i n g F o r : Pr i m r o s e S c h o o l F r a n c h i s i n g C o m p a n y 2021 BUILD-OUT MDP MDP 10/1/2021 Ch i l d r e n ' s D e s i g n G r o u p Ma r k D . P a v e y , A . I . A . - A r c h i t e c t PO B O X 1 3 6 5 GU L F S H O R E S , A L 3 6 5 4 7 (3 3 4 ) - 5 4 6 - 3 6 2 4 (2 0 6 ) - 3 5 0 - 0 5 9 3 F a x ch i l d . d e s i g n @ m i n d s p r i n g . c o m Co p y r i g h t © 2 0 2 1 32 0 0 W i n d y H i l l R o a d S E - S u i t e 1 2 0 0 E At l a n t a , G a 3 0 3 3 9 - 5 6 4 0 Pr i m r o s e S c h o o l F r a n c h i s i n g C o m p a n y PRIMROSE SCHOOL of DANVILLE 2425 CAMINO TASSAJARA DANVILLE, CA 94526 A RENEWS 8-31-22 C NO. C19627 MARK D. PAVEY S T E T A OF N L C E S E D NROLFA A E CRH T C T 60" ROUND LED LIGHTED CAN 4" DEEP RETURNS ROUTED ALUMINUM FACE w/ PUSH-THRU LETTERS AND LOGO COVER FACE OF LETTERS AND LOGO w/ WHITE PAINT CABINET, RETURN, AND FACE PAINTED 5753 GREEN 4 5/16" ROUTED FACE SIGN CABINET PUSH THRU ACRYLIC LETTERS AND LOGO BACKED 6500 K WHITE LED LAMPS USED TO CREATE THE HALO LIGHTING FOR THE LETTERS, LOGO AND THE CABINET RETURNS OF SIGN CABINET PAINTED TO MATCH SIGN CABINET FACE .125" FABRICATED OPAQUE PAINTED ALUMINUM CABINET FASTEN TO ALUM. CABINET BEHIND WITH MECHANICAL FASTENERS 120V POWER FROM BUILDING TO SIGN CABINET ROUTED FACE SIGN CABINET (TOTAL SIGN AREA = 19.6 SQ. FT.) CABINET SECTION 60" DIAMETER SIGN FACE 4 WALL SIGN DETAILS (TOTAL SIGN AREA = 19.6 SQ. FT.) BRACKET 5 1 / 2 " 2 1 / 4 " 5' - 1 0 7 / 8 " O R 3 ' - 1 0 7 / 8 " 1 1 / 8 " 11/2" MONTAGE PLUS 14 ga. RAIL COLOR: BLACK POST 2 1/2" SQ. x 12ga. COLOR: BLACK 3/4" SQ. 16 ga. PICKET COLOR: BLACK 7'-11 1/2" CONCRETE FOOTING SCALE: 1 A-7.1 FENCE ELEVATION 1/2" = 1'-0"SCALE: 2 A-7.1 GATE ELEVATION 1/2" = 1'-0" SE E F D N . N O T E S SH E E T S 1 . 0 SE E F D N . N O T E S SH E E T S 1 . 0 4'-0"1" 1" 5 1 / 2 " 2" 4' - 0 " O R 6 ' - 0 " 3" TYP. 5' - 7 " GATE HARDWARE: SGXSX25 COLOR BLACK 2 1/2" x 12 ga. POST COLOR: BLACK. RIBBED CHANNEL RAIL 1 7/16" x 1 1/2" x 14 ga. COLOR: BLACK 2" LOCKBOX PROVIDED WITH KIT ADJUSTABLE WIDTH, 24" H. MOUNTING PLATE PANIC EXIT DEVICE WITH ALARM AND MOUNTING PLATE, 16" TALL. MODEL #6047-B48 BY DAC INDUSTRIES INC. 2 1/2" SQ.FENCE POST. COLOR: BLACK BAR & PLATE. COLOR: BLACK. EMBEDDED GATE POSTS INTO CONCRETE FOOTING 3' - 6 " TO C / L SCALE: 3 A-7.1 GATE ELEVATION 1/2" = 1'-0" SE E F D N . N O T E S SH E E T S 1 . 0 4'-0"2" 1" 2" 4' - 0 " GATE HARDWARE: SGXSX25 COLOR: BLACK 2 1/2" x 12 ga. POST COLOR: BLACK. 2" PANIC EXIT DEVICE WITH ALARM AND MOUNTING PLATE, 16" TALL. MODEL #6045-B48 BY DAC INDUSTRIES INC. 2 1/2" SQUARE FENCE POST. COLOR: BLACK BAR AND PLATE. COLOR: BLACK. EMBEDDED GATE POSTS INTO CONCRETE FOOTING BLACK VINYL COATED CHAIN LINK FENCE 60"x60"x12"D CAN SIGN BY SIGN COMPANY HARDIE SIDING TO MATCH BUILDING ON MOISTURE BARRIER 1/2" SHEATHING 5/4x4 TRIM BOARDS - TYP. 2"x12" BEVELED CAP TRIM 2' - 0 " 5' - 0 " 7' - 0 " 1'-2" EQ. 1'-2" 7'-4" EQ . EQ. EQ . SOILS REPORT RECOMM. PREPARE SUBGRADE PER NOTE: ELEVATION SECTION 5'-0" HO L D 2 " OF F G R A D E SIGN AREAS (EACH SIDE) SIGN CAN = 25 S.F. BASE = 14.66 S.F. TOTAL AREA = 39.66 S.F. P.T. 2x4 FRAMING w/ CROSS BRACING AT EACH POST AND 3 (16d) NAILS EACH 4 - 4 x 4 x 10'-0" P.T. POST SET IN 12"Ø x 30"D. CONC. FOOTING 1'-0" FINAL SIGN PLACEMENT SHALL BE AGREED UPON BETWEEN CONTRACTOR AND FRANCHISE OWNER PRIOR TO APPLYING FOR PERMITS LOCKBOX PROVIDED WITH KIT ADJUSTABLE WIDTH, 24" H. MOUNTING PLATE D: \ D r o p b o x ( C h i l d r e n ' s D e s i g n ) \ _ P r i m r o s e A c t i v e \ C A \ _ C A D a n v i l l e \ A 7 1 P r o t o t y p e - 2 0 2 0 . d w g , 1 1 / 1 9 / 2 0 2 1 2 : 4 3 : 1 8 P M , D W G T o P D F . p c 3 SUPPORT POST FOR BASKETBALL UNIT SLEEVE 10 TYP. B'BALL FOOTING NTS9SITE SIGNAGE PACKAGE NTS 8 USPS MAILBOX NTS CRUSHED ROCK CONCRETE FOOTING 18" DIA. 11 PRIMROSE PATCH NTS 12 TYP CONC EDGE 3/4" = 1'-0" (4 ' M I N . O R T O F R O S T RE C O M M E N D E D B Y DE P T H O R T O D E P T H ST R U C T U R A L E N G I N E E R . (S O I L S R E P O R T ) A N D / O R GE O T E C H N I C A L E N G I N E E R GRADE KIDS TIMBERS 12" TOPSOIL PROVIDE DRAIN TO DAYLIGHT IN CLAY SOILS GRADE 4 SIDES 3 PLAYGROUND EQUIPMENT GENERAL NOTES NTS PANEL MAY BE FOUND BY SUBTRACTING THE LOWEST DECK FROM THE HIGHEST DECK TO WHICH THE DECK-TO-DECK ENCLOSURE PANEL MOUNTS. ALL DECK HEIGHTS ARE MEASURED FROM TOP OF GROUND COVER. FALL ABSORBING GROUND COVER IS REQUIRED UNDER AND AROUND ALL PLAY EQUIPMENT. THE MINIMUM RECOMMENDED FALL ZONE AROUND THE ENTIRE PLAY STRUCTURE IS SHOWN. THIS ZONE MUST BE FREE OF ALL TRIPPING OR COLLISION HAZARDS (I.E. ROOTS, PLAYGROUND EQUIPMENT MUST MEET THE PERFORMANCE AND SAFETY REQUIREMENTS OF ASTM FOR CHILDREN 2-12 YEARS OLD. NOT ALL EQUIPMENT MAY BE APPROPRIATE FOR ALL CHILDREN. SUPERVISION IS REQUIRED. ENCLOSURE PANEL LOCATIONS ARE MARKED BY AN ASTERISK. THE HEIGHT OF EACH ALL POST LENGTHS ARE IDENTIFIED BY TEXT SHOWING THE POST LENGTHS, I.E. 96 REPRESENTS A 96-INCH POST, AND 2210 REPRESENTS A 2210MM POST. THE REQUIREMENT FOR A KID KUBE INSTALLATION IS THAT A LEVEL SITE BE USED. THE REQUIREMENT FOR A PLAY BUILDER INSTALLATION IS THAT THE POST CANNOT BE SET PRIOR TO INSTALLING THE DECKS. PICNIC TABLE/SANDBOX TO BE PLACED AT CUSTOMER'S DISCRETION. DECK-TO-DECK THE AMERICANS WITH DISABILITIES ACT (ADA) WILL REQUIRE THAT YOU MAKE YOUR PARK AND/OR PLAYGROUND ACCESSIBLE WHEN VIEWED IN ITS ENTIRETY. FOR PLAYGROUND EQUIPMENT TO BE CONSIDERED ACCESSIBLE, ACCESSIBLE SURFACING MUST BE UTILIZED IN APPLICABLE AREAS. DELETED. 9. 11. 10. ROCKS, BORDER MATERIAL, ETC.). 8. 7. 4. 5. 6. 3. 2. 1. 1'- 6 " 1'- 0 " 10 ' - 3 " 1 1'-6" 3" 3" PAINT SHALL NOT CONTAIN LEAD. TRAFFIC PAINT PAINTED W/ YELLOW 6" NUMBERS & 4" LETTERS TRAFFIC PAINT 3" STRIPING W/ WHITE NUMBERS & LETTERS: 6 3 2 4 5 NOTES: 9 7 8 HOME STRIPING: PS-CIVIL01 2'-9" 6'- 0 " 3'- 1 1 / 2 " PAINTS SHALL NOT CONTAIN LEAD. 3" STRIPING & DOTS W/ OSHA RED #136 GLOSS ENAMEL BY CORONADO. NOTE: OSHA YELLOW #151. NUMBERS: 6" NUMBERS PAINTED W/ PAINT: STRIPING & STANDING DOTS: RUST SCAT ACRYLIC LATEX 4 3 6'-0" 1 2 2'- 7 1 / 2 " 3" 6 4-SQUARE NTS 7 HOPSCOTCH 3/8"=1'-0" 12.RUBBER FALL ZONE MATS SHALL BE PLACED AT THE END OF EACH PLAYGROUND SLIDE AND UNDERNEATH EACH SWING. GRADE 1" RADIUS EDGE FINISH 4' - 0 " 1 EARLY PRESCHOOL PLAYGROUND EQUIPMENT NTS commercial play systems commercial play systems VILLAGE SEAT PANEL 200054654 ABACUS PANEL BELOW DECK 200054636 VILLAGE DOOR FRAME PANEL 200054652 VILLAGE WINDOW PANEL 200054651 BUBBLE MIRROR PANEL BELOW DECK 200054635 90° CRAWL TUNNEL 200063636 VILLAGE COUNTER PANEL 200054653 GEAR PANEL BELOW DECK 200200681 22'-3" 22'-3" Minimal recommended fallzone Area 419 sq. feet Perimeter 79 feet 23'-8" 24' Minimal recommended fallzone Area 397 sq. feet Perimeter 88 feet TOT SEAT 200202836 TOT SEAT 200202836 19' 20'-7" Minimal recommended fallzone Area 308 sq. feet Perimeter 64 feet TOT TREE 2-12 CA B FI R E T R U C K FO R F I R E T R U C K BU M P E R P A N E L LT L O G O T O O L B O X LA D D E R S A F E T Y RA I L F E N D E R & T I R E CL I M B E R ST A T I O N TR A N S F E R FO R F I R E T R U C K PA N E L B E L O W CL I M B E R IN V E R T E D A R C H PL A S T I C S L I D E DB L W I D E LA D D E R ST E P DB L W I D E PL A Y F A C T O R Y SE V E N S T A T I O N PL A S T I C S L I D E TU N N E L CR A W L FI R E T R U C K TI R E F O R WH E E L C H A I R TU R N I N G AR E A SE A T FO R F I R E T R U C K 9- 1 - 1 T O O L B O X LA D D E R S A F E T Y RA I L F E N D E R & T I R E BU M P Y 34 ' - 3 " 47 ' - 6 " Minimal recommended fallzone Area 1004 sq. feet Perimeter 143 feet 48 " 48 " 48 " 16 " 8" 23'-8" 32' Minimal recommended fallzone Area 488 sq. feet Perimeter 103 feet BELT SEAT 200202835 BELT SEAT 200202835 2 PRESCHOOL PLAYGROUND EQUIPMENT NTS 14 SCALE: 3/4"=1'-0" 1% MIN SLOPE TILE ENCASED IN FILTER - CLOTH SOCK, DRAIN TO GEOTEXTILE FABRIC SEE GRADING PLAN 2X12 MAX FOR RETAINING WITH NON-TOXIC PRESERVANT 2X6 MIN PRESSURE TREATED W/(2)THROUGH CAP BOLTS NUTS TO FACE OUT BOLT 2x TO FENCE POST NAIL OR TACK FIELD TURF TO NAILER @8"o.c. ARTIFICIAL. TURF DETAILS 12"X6" P.I.P CONC. ROLLDOWN 3/4" RADIUS ON ALL EXPOSED EDGES, RUBBED FINISH W/3/4" DEEP XGRASS INFILL X-GRASS PER SPECS WITH NON-TOXIC PRESERVANT, 2X4 PRESSURE TREATED TO NAILER @8"o.c. & NAIL OR TACK FIELD TURF INFILL FLUSH TO TOP OF WALK RAMSET OR TAPCON @24"o.c, INFILL 3/4" ABV BOARD AT LOW SIDES ONLY-4" PERFORATED DRAIN DAYLIGHT OR AS SPECIFIED ON CIVIL PLANS 1'-6" 5 1 / 2 " SOFTPAD (1" OR 2") 4" COMPACTED BASE BY XGRASS 95% MIN COMPACTED FILL PER SOILS REPORT 1. FALL SURFACING SHALL COMPLY WITH ASTM F1951 FOR WHEELCHAIR ACCESSIBILITY & ASTM F1292 FOR FALL ATTENUATION NOTES: 2. PREPARE SUBGRADE 5.75" BELOW FINISH GRADE WITH 1" SOFTPAD & 6.75" WITH 2" SOFTPAD - CONSULT XGRASS FOR AREAS OF PAD 13 FLAG POLE DETAIL 1"= 1'-0" Electronic Seal & Signature Building Type: Primrose School Franchising Company Drawing Number:Site: Drawing Title: Ckd: Drn:Date: A New Building For: Children's Design Group MDP MDP unauthorized use will be subject to legal action. of Primrose School Franchising Co. is prohibited. Any the project intended without the express written consent Reproduction or any use of these drawings other than for exclusive property of Primrose School Franchising Co. These drawings and the design represented hereby are the unauthorized use will be subject to legal action. of Primrose School Franchising Co. is prohibited. Any the project intended without the express written consent Reproduction or any use of these drawings other than for exclusive property of Primrose School Franchising Co. These drawings and the design represented hereby are the Copyright © 2021 3200 Windy Hill Road SE - Suite 1200 E Atlanta , Ga 30339-5640 Primrose School Franchising Company Mark D. Pavey, A.I.A. - Architect P.O. Box 1365 Gulf Shores, AL 36547 334-546-3624 child.design@mindspring.com A-7.2 SITE DETAILS 2021 BUILD-OUT10/1/2021 PRIMROSE SCHOOL of DANVILLE 2425 CAMINO TASSAJARA DANVILLE, CA 94526 A RENEWS 8-31-22 C NO. C19627 MARK D. PAVEY S T ET A OF N L C E S E D NROLFA A E CRH T C T 4 NOT USED 5 NOT USED PR-CV2 25'-0" HIGH ALUMINUM FLAG POLE (OVERALL HEIGHT MAY CHANGE PER LOCAL JURISDICTION REQUIREMENTS) 1' - 6 " MA X . FLAG LIGHT FIXTURE SEE LIGHT FIXTURE SCHEDULE. FLAG POLE FOOTING CONSTRUCTION PER THE FLAG POLE VENDOR INSTALLATION DRAWINGS. ALUMINUM FLASH COLLAR (A . D . A . A C C E S S I B L E R E A C H H E I G H T ) NOTE: IF CHILDREN WILL BE ALLOWED TO RAISE AND LOWER THE FLAG, THE CLEAT HEIGHT MUST BE SET TO AN ACCESSIBLE REACH HEIGHT OF 48" A.F.F. ALUMINUM CLEAT