HomeMy WebLinkAboutReso - PC - 2024-10.15-9E2024-10.15-9E
RESOLUTION NO.
RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF BURLINGAME FINDING THAT
THE MERCY HIGH SCHOOL ATHLETIC CENTER PROJECT IS CATEGORICALLY EXEMPT FROM
CEQA PURSUANT TO STATE CEQA GUIDELINES SECTION 15314, APPROVING AN
APPLICATION FOR COMMERCIAL DESIGN REVIEW, HILLSIDE AREA CONSTRUCTION PERMIT,
AND VARIANCE FOR BUILDING HEIGHT FOR A NEW, SINGLE -STORY GYMNASIUM AND NEW
OUTDOOR SWIMMING POOL, AND AMENDMENT TO CONDITIONAL USE PERMIT TO
ESTABLISH CLOSING HOURS FOR THE MERCY HIGH SCHOOL ATHLETIC CENTER AT
2750 AND 2300 ADELINE DRIVE
(ASSESSOR PARCEL NOS: 027-370-010 AND 027-370-020)
WHEREAS, on January 12, 2023, Mercy High School and Sisters of Mercy ("applicants") filed
an application with the City of Burlingame Community Development ("City") — Planning Division
requesting approval of the following requests:
• Commercial Design Review for a new, single -story athletic center (Code Section
25.68.020(C)(3)(a);
• Hillside Area Construction for a new, single -story athletic center (Code Section 25.20.040 and
Chapter 25.70);
• Variance for building height for the new, single -story athletic center (51'-10" proposed where
30'-0" is the maximum allowed; 30'-36' is allowed with a Special Permit) (Code Section
25.10.030 and Chapter 25.84); and
• Amendment to Conditional Use Permit to existing condition #5 to establish the closing hours for
the athletic center to no later than 10 p.m. on Monday through Thursday, with holidays and
evenings before holidays excepted, and to no later than 11:00 p.m. on Friday through Sunday,
holidays and evenings before holidays excepted (consistent with the existing hours for the Kohl
Mansion previously established with condition #17); with the exception that events held at the
outdoor swimming pool will be limited to daylight hours (Code Section 25.10.020 and Chapter
25.66);
WHEREAS, the above discretionary approvals relate to the construction of a new single -story
16,319 SF athletic center, addition of 15 parking spaces to the Grassilli parking lot, removal of 20 trees
that are of protected size, and the installation of updated landscaping at Mercy High School, located at
2750 and 2300 Adeline Drive in Burlingame, California (collectively, the "Project");
WHEREAS, on June 10, 2024, the Planning Commission conducted duly noticed public
hearings (environmental review and design review study) in connection with the Project. At that time the
Planning Commission requested additional information of the applicant regarding the athletic center
operations; and
WHEREAS, Rincon Consultants, Inc. was the consultant selected to prepare a report analyzing
application of the Class 14 categorical exemption to the Project under Section 15314 of the State
CEQA Guidelines; and
WHEREAS, the Planning Commission held a duly noticed public hearing on October 15, 2024,
at which time it reviewed and considered the staff report and all other written materials and testimony
on the Project, including the proposed CEQA exemption; and
WHEREAS, following consideration of all information contained in the October 15, 2024 staff
report to the Planning Commission regarding the Project, all written correspondence, and all public
comments received at the public hearing, the Planning Commission grants approval of the project
entitlements for a new, single -story gymnasium and outdoor swimming pool based on the following
findings:
CEQA Findings:
Section 1. Pursuant to the staff report and the attachments and exhibits thereto, including but not
limited to the CEQA categorical exemption report incorporated herein by reference, the Project is
categorically exempt from CEQA pursuant to Section 15314 of the State CEQA Guidelines for minor
additions to schools, based on the following: 1) the Project is a minor addition to the existing Mercy
High School within existing school grounds; and 2) the Project does not increase the original student
capacity by more than 25% or ten classrooms, whichever is less, because student capacity (i.e.
enrollment capacity) at Mercy High School is 540 students before the Project and 540 students after the
Project, and the total area of the proposed new gymnasium and outdoor swimming pool would be
slightly less than the use area of the existing outdoor swimming pool and tennis courts they would
replace, resulting in a reduction of overall physical education area.
Section 2. None of the exceptions to the Class 14 categorical exemption found in Section 15300.2
of the State CEQA Guidelines applies to the Project:
• 15300.2(b). Cumulative Impact. There are no other successive projects of the same type or
scale planned for the Project site. Therefore, a cumulative impact of successive projects of the
same type in the same place overtime would not result in a significant cumulative impact.
• 15300.2(c). Significant Effect. The Project site is located on a portion of developed high school
campus. Unusual circumstances do not occur at the site. The context —a high school campus
located in a residential neighborhood in proximity to residential and institutional uses and
historic resources —is also not unusual. The Project would involve new and upgraded facilities on
developed portions of the site, a common occurrence at public and private schools and other
institutions. The Project would not have a reasonable possibility of resulting in significant effects
on the environment specifically due to unusual circumstances.
• 15300.2(d). Scenic Highways. The Project site is not on or visible from a California Scenic
Highway; the nearest scenic highway is State Route 280, approximately one mile west of the
site, and Mercy High School is not clearly visible from this highway due to intervening distance,
topography and trees.
• 15300.2(e). Hazardous Waste Sites. The Project site is not located on a site which is included
on any list compiled pursuant to Section 65962.5 of the Government Code.
• 15300.2(f). Historical Resources. No existing buildings would be demolished or substantially
altered. New construction would be located in place of existing tennis courts and a pool. The
tennis courts and pool are located outside the boundary of the designation for the National
Register of Historic Places (NRHP) listing of Kohl Mansion, are not historically associated with
the development or significance of Kohl Mansion, and are therefore not historical resources
pursuant to CEQA. The Project would not result in a substantial adverse change to Kohl
Mansion such that its significance would be materially impaired pursuant to Section 10564.5 of
the State CEQA Guidelines.
Section 3. Staff is hereby authorized and directed to prepare, execute, and file a Notice of
Exemption with the County Clerk and the State Clearinghouse pursuant to CEQA and the State CEQA
Guidelines.
Project Findings:
Section 4. Commercial Design Review Findings:
The proposed new building size and design are consistent with the General Plan and are in
compliance with all applicable provisions of Title 25, all applicable design guidelines, all other
City ordinances and regulations, and most specifically, the standards established in the Design
Review Criteria above, as applicable. That the 14:12 roof pitch design is compatible with the
defining architecture of the Kohl Mansion on the property; the exterior materials for the new
building, such as the brick veneer, concrete slate roofing, and a thermal storefront window
system with simulated divided lites, are consistent with the architectural style and mass and bulk
of other structures in the immediate area.
The Project will be constructed on an existing parcel that is adequate in shape, size,
topography,. and other circumstances to accommodate the proposed development and that the
Project complies with applicable zoning maximums for lot coverage and floor area and that the
proposed athletic center is proposed to be built on the existing level, graded area where the
tennis courts and outdoor pool are located; and
The Project is designed and arranged to provide adequate consideration to ensure the public
health, safety, and general welfare, and to prevent adverse effects on neighboring property
because the proposed project complies with all zoning district development standards as the
proposed athletic center gymnasium will be soundproofed according to current building code
standards and the athletic center outdoor pool will not have the lighting or ability to host events
after dark so that neighbors will not be adversely affected by noise from the uses; and that the
traffic impacts associated with the new uses will take place primarily outside both morning and
afternoon peak school traffic hours.
Section 5. Hillside Area Construction Permit Findings:
The proposed athletic center is consistent with the purpose of the Hillside Overlay Zone and
does not have a substantial impact on adjacent properties or on the character of the immediate
neighborhood in that 1) the proposed new building is single story and is located on a steeply
sloped lot so that the new building mass is well below the skyline of the properties that are
higher and located to the north, west, and south of the subject site; 2) that the substantial
existing tree cover on the site screens the new building from the surrounding properties uphill
form the building; (3) that the new building will be soundproofed according to current building
code standards; 4) that the outdoor swimming pool will not contain outdoor lighting or ability to
host events after dark so that neighbors will not be adversely affected by noise from the uses;
and 5) that the traffic impacts associated with the new uses will take place primarily outside
both morning and afternoon peak school traffic hours.
The proposed athletic center complies with the development standards found in Section
25.20.040(B) through (1) as shown on the proposed plans.
(B) That the athletic center is designed to preserve existing distant views to San Francisco
Bay, the San Francisco Airport, and Mills Canyon from primary indoor living areas in that
the gymnasium building is not as tall as several of the existing buildings on the site and
will be sited in an area that is downhill from residences surrounding the site.
(C) That the athletic center is located in the most accessible, least visually prominent, most
geologically stable portion of the site in that the athletic center is located on an area that
was previously graded and developed as tennis courts and an outdoor swimming pool
and is setback from Adeline Drive and Hoover Avenue and screened by existing and
proposed trees on the site.
(D) That any grading for the athletic center will comply with building permit requirements
outlined in BMC Section 18.20 and that the athletic center site is located primarily in the
footprint of the existing tennis courts and pool, and the proposed construction worker
vehicle parking is located in an existing graded parking lot, so that the amount of
grading for the athletic center has a reduced scope compared to an alternate building
site on the school grounds.
(E) That the Project will have only one new driveway, which complies with BMC Section
25.40.070 where applicable and shall comply with the California Uniform Fire Codes, as
amended by the City of Burlingame.
(F) That the Project does not have any covered parking spaces and therefore there is not a
need for reduced setbacks to parking to reduce grading.
(G) That the retaining wall at the right (east) side of the new gymnasium building creates a
flat building site and is less than six feet in height from existing grade.
(H) That no proposed stilt -like structures or equipment under such structures are proposed
with the Project.
(1) That the existing pattern of landscape screening with various trees is proposed to
continue with the proposed Project landscaping and the replacement trees required to
be planted.
Section 6. Variance Findings — Building Height:
There are exceptional or extraordinary circumstances or conditions applicable to the property
involved that do not apply generally to property in the same district, and the use of the property
will be compatible with the aesthetics, mass, bulk and character of existing and potential uses of
properties in the general vicinity in that the project site is unique because of its size and grade
changes, as well as its educational facility use. The proposed height of the building is
measured from an elevation point at the curb, where the grade elevation at the building location
is up to 18 feet higher from the curb elevations and that the height of the building measured
from adjacent grade is 37'-3". The proposed front setback of over 25 feet and the existing tree
cover on the upslope leading to the new building will provide screening from neighboring
properties along Adeline Drive. The proposed maximum height of 36 feet in the zoning code is
appropriate for single unit dwellings in the R-1 zoning district, but does not allow for the required
building heights for conditional uses such as the high school; and that the athletic center, which
is a standard facility for a school, that is built to meet the code height maximum would not be
functional for the intended sport uses such as volleyball and basketball. The proposed height for
the gymnasium building of the athletic center is approximately the same as other two-story
buildings on the site, such as the Classroom Wing, and is shorter than the existing height for the
nationally listed historic Kohl Mansion and therefore the building will blend with the character of
the high school campus; and that the proposed use is in conformance with current land use
regulations.
The granting of the application is necessary for the preservation and enjoyment of a substantial
property right of the applicants, and to prevent unreasonable property loss or unnecessary
hardship in that an athletic center, including a gymnasium with a standard ceiling height and
regulation -size pool, are reasonable and standard facilities for a secondary school and the
student population and school administration should be able to conduct as many standard
school operations on the school site without having to have students, coaches, and parents
travel to off -site locations.
The granting of the application will not be detrimental or injurious to property or improvements in
the vicinity and will not be detrimental to the public health, safety, general welfare or
convenience in that the athletic center will be soundproofed according to current building code
standards and the outdoor pool for the athletic center will not have the above -grade lighting or
ability to host events after dark so that neighbors will not be adversely affected by noise from
the uses; and that the traffic impacts associated with the new uses will take place primarily
outside both morning and afternoon peak school traffic hours.
Section 7. Amendment to Conditional Use Permit Findings:
The proposed project and use, at the proposed location, will not be detrimental or injurious to
property or improvements in the vicinity, and will not be detrimental to the public health, safety,
general welfare, or convenience, in that the private school athletic center pool facilities will serve
the existing student population and will accommodate standard events for typical high school
activities, some of which happen on site currently but take place out of doors; and that many of
these activities will start and end outside of the peak school commute hours.
The proposed use will be located and conducted in a manner in accordance with the Burlingame
General Plan and the purposes of this title, as the proposed project provides necessary school
facilities for an existing private school that has operated in the City of Burlingame since 1979.
WHEREAS, said matters were heard by the Planning Commission of the City of Burlingame on
October 15, 2024, at which time it reviewed and considered the staff report and all other written
materials and testimony presented at said hearing;
NOW, THEREFORE, BE IT RESOLVED THAT the Planning Commission hereby finds and resolves as
follows:
Section 1. The Planning Commission hereby approves the Mercy High School Athletic Center
Project, which includes the Commercial Design Review, Hillside Area Construction Permit, Variance for
building height, and Amendment to Conditional Use Permit, subject to the conditions set forth in Exhibit
"A" attached hereto.
Section 2. It is further directed that a certified copy of this resolution be recorded in the official
records of the County of San Mateo.
Chair /1 Iln
\' li CCU
I, J Secretary of the Planning Commission of the City of
Burlingame, do ereby certify that the foregoing resolution was introduced and adopted at a regular
meeting of the Planning Commission held on the 151h day of October, 2024 by the following vote:
2750 & 2300 ADELINE RD - RESO 2024-1015-9
AYES: COMAROTO, HORAN,
SCHMID, SHORES, TSE
NOES: NONE
ABSENT PFAFF
RECUSED:LOWENTHAL
EXHIBIT "A"
Conditions of Approval for Commercial Design Review, Hillside Area Construction Permit,
Variance, and Amendment to Conditional Use Permit
2750 and 2300 Adeline Drive
Effective October 25, 2024
Page 1
that Mercy High School shall only be open during the hours of 6:00 a.m. to 4:00 p.m.,
Monday through Friday, from August to mid -June, with a maximum enrollment of 540
students and 83 faculty/staff members;
2. that the maximum number of vehicle trips during the morning peak hour (7 a.m. - 9 a.m.),
leaving the main campus gate shall not exceed 180 trips, regardless of the student
enrollment; and that when school lets out in the afternoon (approximately 20 minutes
before and after the last bell for school release), there shall be a minimum of two traffic
guards posted at the main gate to direct queued traffic and to control pedestrian crossings
at Adeline Drive and Alvarado Avenue;
3. that Mercy High School shall operate a minimum of three (3), 8-seat shuttles to its shuttle
program for a minimum of five shuttle trips to and from the high school and the Millbrae
Caltrain/BART Intermodal Station, or that a combination of private shuttles and City of
Burlingame shuttles be used to ferry a minimum of 7% of the student population to or from
the site on a regular basis; eligible students shall be clearly identified and assigned
participation in the shuttle program; that once the enrollment is set and at least 30 days
prior to commencement of the school year, Mercy High School shall submit report to be
reviewed by the City's Traffic Engineer to verify that it is in compliance with this condition;
if this condition cannot be met, this application shall be brought forward to the Planning
Commission for review;
4. that Mercy High School shall identify and designate approximately 20-50 faculty and staff
members to use the Hoover and Mercy Center Gates for vehicular access to the school
property; that at least 30 days prior to commencement of the school year, Mercy High
School shall submit a report to be reviewed by the City's Traffic Engineer to verify that it is
in compliance with this condition; if this condition cannot be met, this application shall be
brought forward to the Planning Commission for review;
that Mercy High School athletic center hours shall occur no later than 10 p.m. on Monday
through Thursday, with holidays and evenings before holidays excepted, and no later than
11:00 p.m. on Friday through Sunday, holidays and evenings before holidays excepted
(consistent with the existing hours for the Kohl Mansion previously established with
condition #17); with the exception that events held at the outdoor swimming pool will be
limited to daylight hours;
6. that students shall be informed that cars shall only be parked on -site in designated parking
areas; no student parking shall be allowed to occur in the surrounding residential streets;
Mercy High School staff or representatives shall supervise and monitor campus traffic and
parking at the beginning and the end of each school day during the school year;
that all buses used by students or visiting teams shall be parked on site; parking directions
to on -site parking areas shall be provided to visiting teams and schools;
EXHIBIT "A"
Conditions of Approval for Commercial Design Review, Hillside Area Construction Permit,
Variance, and Amendment to Conditional Use Permit
2750 and 2300 Adeline Drive
Effective October 25, 2024
Page 2
8. that enrollment for summer school and sports camp programs shall be limited to a total of
275 participants; summer school and camps may occur only during the hours of 8:15 a.m.
to 3:15 p.m. Monday through Friday;
that Montessori Preschool shall be open only during the hours of 9:00 a.m. to 1:00
p.m. Monday through Friday, with a maximum enrollment of 30 students;
10. that all vehicles delivering students to the Mercy High School and Montessori school sites
or picking students up from the schools on the site shall enter the school campus area
though the gates to the site and drop students off or pick them up on -site at locations
designated by each school;
11. that in addition to service deliveries, any parking along the service road (shown as
"EASEMENT" on Plot Plan attached as Attachment 1 to 2-21-07 City staff report and
Grassilli Parking Lot on the plans date stamped September 9, 2024) and the service road
parking area shall be limited to parking for faculty and staff of Mercy High School and the
Montessori school only; no student parking shall be allowed along the service road or in
the service road parking area;
12. that any intensification of use including maximum number of students enrolled in the
school, number of support educators and staff or summer school and sports program
enrollment number, which exceeds the maximums stated in these conditions shall require
an amendment to this use permit;
13, that each contract for rental or use of Kohl Mansion shall include a copy of the noise limits
and other requirements for operation established in these conditions of approval along
with the requirement that the contractor shall comply with each of these requirements or
cease its event on the Kohl Mansion site;
14. that the base line for defining noise problems used on the Mercy High School site shall be
the established City standard which includes: any noise which is five (5) decibels over the
ambient noise level at the time of the event at property line; and the requirements of
Chapter 10.40 of the Burlingame Municipal Code;
15. that in order to monitor and document noise at the Kohl Mansion:
a. Mercy High School shall purchase one or more decibel meter(s), as appropriate,
designed for the purpose of measuring sound out-of-doors; the security and other
appropriate staff shall be trained in the proper use and maintenance of the noise
meters;
EXHIBIT "A"
Conditions of Approval for Commercial Design Review, Hillside Area Construction Permit,
Variance, and Amendment to Conditional Use Permit
2750 and 2300 Adeline Drive
Effective October 25, 2024
Page 3
b. The School shall work with a qualified noise specialist to establish a baseline
ambient noise level at various noise sensitive locations and at various times during a
24 hour period along the property line of the Mercy High School site;
C. During each event scheduled at Kohl Mansion for the next year, the noise levels at
these established locations shall be measured and recorded in a log. The log shall
document which events used sound amplification and whether the amplification was
inside or outside, including those events with music. This data shall be tabulated
monthly into a log and shall be submitted to the City as a part of the annual review
of the baseline conditions of approval; and
d. Noise measurements shall not be required during the occasional weekday Mercy
High School student body events;
16. that Kohl Mansion events shall be limited as follows:
a. No more than 125 events shall be conducted at Kohl Mansion during any calendar
year that are in addition to Mercy High School events and "Music at Kohl Mansion"
events;
b. During any calendar year, no more than six (6) non -school events shall be held
during the day while school is in session, and most guests at such an event shall
arrive by bus; and
C. The only sound amplification that shall occur outdoors shall be limited to the
amplification of normal speaking voices during speeches, ceremonies, services, and
Mercy High School rallies and presentations;
17. that events held at the Kohl Mansion shall end:
a. No later than 10:00 p.m., Monday through Thursday, with holidays and evenings
before holidays excepted; and
b. No later than 11:00 p.m. on Friday, Saturday, Sunday, holidays and evenings before
holidays;
18. that between the hours of 10:00 p.m. and 8:00 a.m., the "take -down" for outdoor parties
shall be limited to activities that do not cause a noise disturbance across property lines
into a property located in a residential district, in accordance with Burlingame Municipal
Code Section 10.40.039; however, in no event shall tents be taken down between 10:00
p.m. and 8:00 a.m.;
EXHIBIT "A"
Conditions of Approval for Commercial Design Review, Hillside Area Construction Permit,
Variance, and Amendment to Conditional Use Permit
2750 and 2300 Adeline Drive
Effective October 25, 2024
Page 4
MERCY CENTER
19. that overnight programs at the Mercy Center shall be limited to a maximum of 97 guests;
meetings and sessions as a part of these programs shall conclude by 9:00 p.m.; these
programs may include an internship program in July with a maximum of 60 participants,
and retreats which last an average of three (3) days and a maximum of ten (10) days with
an average of 33 retreat participants;
20. that day programs and activities at the Mercy Center and Chapel shall be limited to the
activities such as a Sunday speaker series; Saturday spiritual direction programs; daily
meditation, chapel and prayer groups; evening services, including, but not limited to, the
Friday evening Taize service; Sunday mass; non-profit organizational meetings; Mercy
Center bookstore. Day Program events shall be scheduled only during the hours of
9:00 a.m. and 9:00 p.m., and shall be limited to no more than 150 participants;
21. that the Labyrinth Garden shall be only open to the public daily from sunrise to sunset;
22, that the Motherhouse Room and Board facility for Sisters of Mercy shall be limited to a
maximum of 50 residents;
23. that the Marian Care Convent and Infirmary for Sisters of Mercy shall be limited to a
maximum of 40 residents;
24. that the Lodge Cottage House shall be limited to housing a maximum of 4 residents;
25. that Russell Hall may include classrooms for Mercy High School and administrative offices
for the Sisters of Mercy and Mercy High School. It shall be open for conduct of classes
and business only during the hours of 7:00 a.m. to 7:00 p.m. daily and shall be limited to a
maximum of 35 employees;
ENTIRE SITE
26. that the maximum, cumulative number of guests for all events occurring at any one time at
the Kohl Mansion, Mercy High School, Mercy Center, and the remainder of the facilities
and property subject to this conditional use permit shall be 300. The maximum, cumulative
number of event support staff for all events occurring at any one time at the Kohl Mansion,
Mercy High School, Mercy Center, and the remainder of the facilities and property
subject to this conditional use permit shall be fifty (50). Any changes in the nature of the
events, maximum number of guests and support staff, or any other provision specified in
these conditions shall require an amendment to this conditional use permit;
EXHIBIT "A"
Conditions of Approval for Commercial Design Review, Hillside Area Construction Permit,
Variance, and Amendment to Conditional Use Permit
2750 and 2300 Adeline Drive
Effective October 25, 2024
Page 5
27. that as a part of the agreement for use of any facility on the site, information shall be
provided regarding available parking for the event; participants shall be informed that all
parking shall occur on site; there shall be no overflow parking allowed on the surrounding
public streets;
28. that Sisters of Mercy and Mercy High School shall provide the neighbors and public with a
24/7 phone number for emergencies and complaints. This telephone 'hot line' shall be
answered by an individual trained to respond to neighborhood complaints at the time the
complaint is received, and, in the case of after-hours events at Kohl Mansion, a process
shall be instituted that would convey information about a complaint immediately to the staff
member supervising the event who has the authority to address the issue immediately
with the customers and site security;
29. that the Sisters of Mercy and Mercy High School shall be responsible for producing and
providing online to the public a comprehensive calendar of events planned for the facilities
on the properties owned by the Sisters of Mercy and Mercy High School, and a copy of the
calendar shall also be provided to the Burlingame Police Department. The calendar of
events shall include, at a minimum, the nature of the event, the duration of the event, the
date of the event and the contact number for someone wishing to inquire about the
calendar and events; that this calendar shall be compiled, updated, maintained and
posted regularly throughout the year;
ATHLETIC CENTER PROJECT CONSTRUCTION
30. that the new athletic center shall be built as shown on the plans submitted to the Planning
Division date stamped September 9, 2024, sheets 1 through 22, E0.3, L1.1 through L7.2,
and C1.0 through C7.2;
31. that any changes to the athletic center configuration or size, materials, exterior finishes,
windows, architectural features, roof height or pitch, and amount or type of hardscape
materials as shown on the September 9, 2024 plans shall be subject to Planning Division
or Planning Commission review (level of review to be determined by Planning staff);
32. that prior to issuance of a building permit, the applicants shall install tree protection measures
on the project site per the Arborist Report prepared by Tony Wayne Wolcott Consulting, dated
April 3, 2024, and shall be inspected by the City Arborist; that any changes to the tree removal,
retention, or planting plan shown on Sheets L1.1 through L7.0 is required to be reviewed and
approved by the City Arborist; and that the project shall comply with the Tree Protection
and Reforestation Ordinance adopted by the City of Burlingame and enforced by the Parks
Division; complete landscape and irrigation plans shall be submitted at the time of building
permit application and the street trees shall be protected during construction as required
by the City Arborist;
EXHIBIT "A"
Conditions of Approval for Commercial Design Review, Hillside Area Construction Permit,
Variance, and Amendment to Conditional Use Permit
2750 and 2300 Adeline Drive
Effective October 25, 2024
Page 6
33. that during construction, the applicants shall provide fencing (with a fabric screen or
mesh) around the project site to ensure that all construction equipment, materials and
debris is kept on site;
34. that storage of construction materials and equipment on the street or in the public right-of-
way shall be prohibited;
35. that the applicants shall prepare a construction staging and traffic control plan for the
duration of construction for review and acceptance by the City Engineer prior to the
issuance of a building permit; and that during construction any complaints related to
violations of this plan shall be first reported by members of the public directly to a
Construction Manager identified by the applicants for the project and that any continued
violations not addressed by the Construction Manager shall be reviewed by the City of
Burlingame Public Works and Building Divisions;
36. that the project applicants and its construction contractor(s) shall develop a construction
management plan and that the plan must include at least the following items and
requirements to reduce, to the maximum extent feasible, traffic and parking congestion
during construction:
a. A set of comprehensive traffic control measures, including scheduling of major truck
trips and deliveries to avoid peak traffic hours, detour signs if required, lane closure
procedures, signs, cones for drivers, and designated construction access routes;
b. Identification of haul routes for movement of construction vehicles that would
minimize impacts on motor vehicular, bicycle and pedestrian traffic, circulation and
safety, and specifically to minimize impacts to the greatest extent possible on streets
in the project area;
C. Notification procedures for adjacent property owners and public safety personnel
regarding when major deliveries, detours, and lane closures would occur;
d. Provisions for monitoring surface streets used for haul routes so that any damage
and debris attributable to the haul trucks can be identified and corrected by the
project applicants; and
e. Designation of a readily available contact person for construction activities who
would be responsible for responding to any local complaints regarding traffic or
parking. This coordinator would determine the cause of the complaint and, where
necessary, would implement reasonable measures to correct the problem.
37. that a Temporary Use Permit is required for off -site contractor, construction, staging, or
storage area(s) per Burlingame Municipal C.S. 25.82.030;
EXHIBIT "A"
Conditions of Approval for Commercial Design Review, Hillside Area Construction Permit,
Variance, and Amendment to Conditional Use Permit
2750 and 2300 Adeline Drive
Effective October 25, 2024
Page 7
38. that if construction is done during the wet season (October 1 through April 30), that prior to
October 1 the developer shall implement a winterization program to minimize the potential
for erosion and polluted runoff by inspecting, maintaining and cleaning all soil erosion and
sediment control prior to, during, and immediately after each storm even; stabilizing
disturbed soils throughout temporary or permanent seeding, mulching matting, or tarping;
rocking unpaved vehicle access to limit dispersion of mud onto public right-of-way;
covering/tarping stored construction materials, fuels and other chemicals;
39. that trash enclosures and dumpster areas shall be covered and protected from roof and
surface drainage and that if water cannot be diverted from these areas, a self-contained
drainage system shall be provided that discharges to an interceptor;
40. that this project shall comply with the state -mandated water conservation program, and a
complete Irrigation Water Management and Conservation Plan together with complete
landscape and irrigation plans shall be provided at the time of building permit application;
41. that all site catch basins and drainage inlets flowing to the bay shall be stenciled. All catch
basins shall be protected during construction to prevent debris from entering;
42. that this proposal shall comply with all the requirements of the Urban Reforestation and
Tree Protection Ordinance adopted by the City of Burlingame in 1993 and as amended
and enforced by the Parks Department; complete landscape and irrigation plans shall be
submitted at the time of building permit application;
43. that the project shall comply with the Construction and Demolition Debris Recycling
Ordinance which requires affected demolition, new construction and alteration projects to
submit a Waste Reduction plan and meet recycling requirements; any partial or full
demolition of a structure, interior or exterior, shall require a demolition permit;
44. that demolition or removal of the existing structures and any grading or earth moving on
the site shall not occur until a building permit has been issued and such site work shall be
required to comply with all the regulations of the Bay Area Air Quality Management District;
45. that the applicants shall comply with Ordinance 1503, the City of Burlingame Storm Water
Management and Discharge Control Ordinance;
46. that the project shall meet all the requirements of the California Building and Uniform Fire
Codes, as amended by the City of Burlingame;
47. that construction access routes shall be limited in order to prevent the tracking of dirt onto
the public right-of-way, clean off -site paved areas and sidewalks using dry sweeping
methods;
EXHIBIT "A"
Conditions of Approval for Commercial Design Review, Hillside Area Construction Permit,
Variance, and Amendment to Conditional Use Permit
2750 and 2300 Adeline Drive
Effective October 25, 2024
Page 8
The following conditions shall be met during the Building Inspection process prior to the
inspections noted in each condition:
48. that prior to scheduling the foundation inspection, a licensed surveyor shall locate the
property corners, set the building footprint and certify the first floor elevation of the new
structure(s) based on the elevation at the top of the form boards per the approved plans;
this survey shall be accepted by the City Engineer;
49. that prior to scheduling the framing inspection the project architect, or another architect,
shall provide an architectural certification that the architectural details shown in the
approved design which should be evident at framing, such as window locations, are built
as shown on the approved plans; architectural certification documenting framing
compliance with approved design shall be submitted to the Building Division before the
final framing inspection shall be scheduled;
50. that prior to scheduling framing and roof deck inspections, the top of each floor and roof
parapet shall be surveyed by a licensed surveyor and approved by the City Engineer with
certification of the following heights to the Building Division; as per the approved plans,
dated September 9, 2024, the maximum elevation at the top of the roof parapet shall not
exceed elevation 220'-1", or 51'-10", as measured from the Average Top of Curb Elevation
of 168.41': and
51. that prior to final inspection, Planning Division staff will inspect and note compliance of the
architectural details (trim materials, window type, etc.) to verify that the project has been
built according to the approved Planning and Building plans.
AREA OF WORKKOHL MANSIONSISTERS OF MERCY CAMPUS
(APN: 027-370-010)
NCLASSROOM WINGGRASSILLI CENTERMERCY HIGH SCHOOL CAMPUS(APN: 027-370-020)RUSSELL HALLMARIAN OAKSCOOLOCK HALLMOTHER HOUSEADELINE DRIVEHOOVER AVEMANSION LOTRUSSELL LOTBARNLODGEMOTHER HOUSE LOTHOOVER GATEMERCY CENTER GATEGRASSILLI GATEMAIN GATEMILLS CREEKEXISTING POOL(196 BLEACHER SEATS)EXISTING TENNIS COURTS(NO SPECTATOR SEATING)POPPY DRIVEBENITO AVEHALE DRIVECONSTRUCTION PARKING/LAYDOWN (NO PROTECTED TREES TO BE REMOVED IN THIS AREA)
125 130 135 140 145 150 155 160 165 135 140 145 150 155 160 165 170 125 105 110 115 120 125 130 135 140 145 125 130 135 140 145 150 155 160 165 170 175 180 185 190 195 160 165 170 175 140 145 150 155 160 165 170 110 115 120 125 130 135 140 130 135 140 145 150 155 155 160 165 170 125 130 135 140 105 110 115 120 125 130 100 105 110 90 95 100 95 100 105 110 115 8 5 90 95 100 105 110 115 120 95 100 105 110 115 120 100 105 110 115 120 140 145 150 155 120 120 125 130 K OH L M A N S ION
C L A S S R OO M W IN G G R A S S IL L I C E N T E R
(N ) P O O L
(N)
ATHLETI
C & STUDENT LI
FE CENTERMARIAN OAKS
BARNLODGECOOLOCK HALLMOTHER HOUSEHOOVER GATE
CAMPUS SERVICE ROADC R E E K R O A D
M ARIAN OAKS LOTCREEK ROADLODGE/BARN ROAD
RUSSELL HALL ROADW E S T
G A T EMERCY HI
GHS CHOOL/ KOHL MANSION ROADSTUDENT DROP OFF ZONESTUDENT PARKING STAFF/VISITOR PARKINGEMERGENCY VEHICLE ACCESS ROADM HS STA FF PA R KIN G MAI
NGATEADELINE DRIVEMERCY CENTER ROAD
HOOVER AVE
VISITOR PARKINGN 7 1 °2 3 '0 6 "
4 6 9 .5 3 'S01°52'55"E172.17'S18°36'54"E101.60'
R3 6 .9 4 'Δ 5 3 °3 7 '4 7 "
3 6 .5 1 'S18°36'54"E
35.00'
N71°23'06"E
13.69'R80.00'Δ62°06'29"86.72'S33°14'18"W42.06'S 7 1 °2 9 '0 9 "W
3 3 6 .3 9 'N84°22'59"W187.91'
N
4
2°3
5'1
8"
W
2
0
3.0
7'R175.00'Δ10°42'50"32.72'N34°56'00"E198.41'R1025.00'Δ27°38'56"494.63'R175.00'Δ11°01'45"33.69'N 6 5 °5 7 '0 0 "E
4 0 .0 4 'N33°49'00"E55.10'S71°02'00"E76.97'N52°59'00"E40.30'N22°21'00"W58.03'N08°28'00"E46.83'N43°19'00"E207.87'N29°56'00"E84.73'N 61°20'00"E73 .40'N37°23'00"E54.52'N 6 4 °2 0 '0 0 "E
1 0 6 .0 5 'N38°15'00"E66.50'N41°38'00"E72.50'S73°38'00"E121.86'S78°17'00"E49.94'N54°27'00"E59.42'N 7 5 °3 6 '0 0 "E
5 2 .8 5 'N09°06'00"W68.24'N36°06'00"E43.78'N07°51'00"W55.80'N27°12'00"E118.55'N
4
0°1
1'0
0
"W3
6.1
3'N51°10'00"E73.11'S55°04'00"E
985.28'S34°56'00"W152.09'R175.00'Δ33°27'57"102.22'R325.00'Δ66°43'52"378.52'R175.00'Δ33°21'57"101.91'R227.07'Δ33°24'02"132.37'
R227.07'
Δ66°47'54"
264.72'
R
2
2
7.0
7'
Δ
3
3
°
2
4'0
2
"
1
3
2.3
7'
N5
5°07'01"W
781.40'S.O.M. DROP-OFFPARKING AND ACCESS
EASEMENT EXTENTS
LAKE
LOT
MOTHER
HOUSE LOT
F
O
R
E
S
T L
O
T
M A I N
G A T E GRASSILLIGATEGRASSILLI WAY MERCYCENTERGATECREEK LOTMANSION
LOT
E
ME
R
G
E
N
C
Y V
E
H
IC
L
E
A
C
C
E
S
S R
O
A
D
SISTERS OF MERCY PARCEL
027-370-010
MERCY HIGH SCHOOL PARCEL
027-370-020
RUSSELL HALL(MERCY HIGH SCHOOL)
POPPY DRIVE
(2) 8'-0" WIDE
GATES
WHEEL
WASH
WADDLES / EROSION CONTROL
(TYP AROUND ENTIRE SITE)
PEDESTRIAN
CONSTRUCTION
ACCESS
8'-0" CHAINLINK
FENCE (TYP)
NO PROTECTED
TREES TO BE
REMOVED IN
THIS AREA EUCALYPTUS LOT *CONSTRUCTION PARKING(16,000 SF)PARKING LEGEND:
EXISTING SISTERS OF MERCY
ASSIGNED PARKING SPACES
EXISTING MERCY HIGH SCHOOL ASSIGNED
PARKING SPACES WITHIN SOM CAMPUS
PROPOSED NEW AND REMODELED MERCY
HIGH SCHOOL ASSIGNED PARKING SPACES
DROP-OFF TRAFFIC
CIRCULATION
DESIGNATED REMOTE DROP OFF ZONES LOCATED AT
THE INTERSECTION OF HILLSIDE AND ALVARADO
(YELLOW PAINTED CURB, 15-MINUTE PARKING ONLY)
APPOXIMATE LOCATION OF TRAFFIC
CALMING SPEED CUSHIONS (TYP)
MERCY HIGH SCHOOL TO
REINSTITUTE TRAFFIC CONTROL
OFFICER / CROSSING GUARD
EXISTING VICINITY MAP
DN
WHDN
A7B7D8C8(N ) A T H L E T I C
& S T U D E N T
L I F E C E N T E R
(E ) K O H L
M A N S I O N
(E ) C L A S S R O O M
W I N G
(E ) G R A S S I L L I
C E N T E R
RUSSELL HALL
(SOM)(E)) 10' PUBLIC UTILITY EASEMENT12' - 2"A D E L I N E D R I V EP R I V A T E D R I V E W A Y1
4
2
4162'
-
2"1 0 7 ' - 8 "TO ALL LEVELS25'
-
6"1 7 1 ' - 0 "151'
-
2"1 7 5 ' - 6 "60'
-
0"20'
-
1"2
3
4
5
6
7
8
9
10
11
12 13 14 15 16 17
18 19 20 21
22 23
24
25
26
27
28
29
30
31
32
33
34
35
1
23
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
114
113
112
111
110
109
108
107
106
105
104
103
102
101
10099
98
115
62
61
60
59
58
57
56
55
54
53
52 51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
80
81
82
79
78
77
76
75
74
73
72
71
70
69
68
67
66
65
64
63
97
96
95
94
93
92
91
90
89
88
87
86
85
84
83 15'
-
0"7' - 0"(N ) P O O L
N 7 1 °2 3 '0 6 "
4 6 9 .5 3 '1
13
1
15' - 0"7' - 0"TO ALL LEVELS20'
-
0"7' - 0"
7 ' - 0 "
7 ' - 0 "
7' - 0"
T O A L L L E V E L S103' - 9 "S01°52'55"E172.17'S18°36'54"E101.60'
R3 6 .9 4 'Δ 5 3 °3 7 '4 7 "
3 6 .5 1 'S18°36'54"E35.00'
N71°23'06"E
13.69'R80.00'Δ62°06'29"86.72'S33°14'18"W42.06'S 7 1 °2 9 '0 9 "W
3 3 6 .3 9 'N84°22'59"W187.91'
N
4
2°3
5'1
8"
W
2
0
3.0
7'R175.00'Δ10°42'50"32.72'N34°56'00"E198.41'± 166.46
T O L E V E L 134' - 8 "
T O L E V E L 250' - 0 "
T O A L L L E V E L S40' - 4 "TO ALL LEVELS52' - 6"TO ALL LEVELS102' - 10"TO ALL LEVELS
188' - 0"
± 168.07
± 168.75
15' - 0"
EMERGENCY VEHICLE
PULLOUT ACCESS ROAD, SEE
SIGNAGE NOTE IN LEGEND.
364
374
375
376 377
378
379
380
381
382
383
387
389
392
394
395
396
397
398399
411
412
414
415
416
417
418
422
421
419
420
424
425
426
427
428
429
430
431
433
436
437
438
439
440
520521 522
523524
525
526
527528
529
530
531
532
533
534
535
536
540
546
547
548
549
550
554
558
559
560
561
562
563
564
566
567
569
570
572
575
597
602
605
606
607
608
60' - 0"(± 1 8 3 '-0 ")± 183.00
± 177.00
± 168.00
± 170.33
± 183.00
3
4
E X T E R IO R P O O L S H O W E R S
2 9 8 ' - 4 "
001
001
002
003
004
004
004
005
004
004
004
004
004
003
003
004
004
004
004
004
006
006
007 15'
-
0"363
367
362
371
VEHICULAR GATE WITH KNOX BOX
24' - 0"
C C
C
CACCACCSSSSSSSSSSSS
S S S S S S
S
S
S
S
S
S
S
S
S
S
S
SITE PLAN LEGEND:
SETBACK AREA DISTANCE FROM THE PROPERTY
LINE, NO NEW OR EXISTING BUILDINGS SHALL
EXISTING WITHIN THIS SPACE
AVERAGE TOP OF CURB CALCULATION
PER CITY OF BURLINGAME CS 25.30.040 (A)(3) THE AVERAGE
TOP OF CURB FOR LOTS THAT SLOPE MORE THAN 20% SHALL
BE CALCULATED BY AVERAGING POINTS MEASURED 15'-0"
FROM THE FRONT PROPERTY LINE.
H1: 168.07
H2: 168.75
336.82 / 2 = ATOC: 168.41
EMERGENCY VEHICLE PULL OUT SIGNAGE
PROVIDE VISIBLE SIGNAGE AT EMERGENCY VEHICLE
ENTRANCE AT THE INTERSECTION OF ADELINE DRIVE
AND POPPY DRIVE:
"NO PARKING -AUTHORIZED EMERGENCY VEHICLE
ACCESS ONLY"
PARKING SPACE LEGEND
ACC -ACCESIBLE OR VAN ACCESSIBLE PARKING STALL
S -STANDARD -8.5' x 17'
C-COMPACT -8' x 17' (MIN)
T.O. FINISH FLOOR0"
GRASSILLI FL1-12' - 2"
(E) TENNIS COURTS-5' - 0"
PROPOSED ATHLETIC AND
STUDENT LIFE CENTERGRASSILLI CENTER
BEYOND
(E) TENIS COURT LEVEL TO BE INFILLED
(E) POOL POOL EXPANSION AND
SITE GRADING
GRASSILLI WAY
ADEL I NE DRIV EATOC168' - 5"ATOC168' - 5"GRASSILLI CENTER BUILDING HEIGHT15' - 11 1/2"PROPOSED BUILDING HEIGHT51' - 9 3/4"T.O. FINISH FLOOR0"
(E) TENNIS COURTS-5' - 0"
PARKING LOT
PRIVATE DRIVEWAY
KOHL MANSION
PROPOSED ATHLETIC AND
STUDENT LIFE CENTER
EXTERIOR PATIO
GRASSILLI CENTER
BEYOND
ADELINE DRIVE
(E) TENIS COURT LEVEL TO BE INFILLED
2' - 0"
KOHL MANSION AND EXTERIOR PATIO
ATOC168' - 5"ATOC168' - 5"PROPOSED BUILDING HEIGHT51' - 9 3/4"KOHL MANSION BUILDING HEIGHT70' - 11 1/4"MANSION LEVEL 1185' - 0"
MANSION LEVEL 0175' - 0"
CLASSROOMS L1165' - 8 3/8"
ATOC168' - 5"
ATOC168' - 5"
PROPOSED ATHLETIC AND STUDENT LIFE
CENTER BEYOND
(E) KOHL MANSION
(E) PATIO(E) CLASSROOM
WING
BUILDING HEIGHT38' - 7"CLASSROOM WINGKOHL MANSIONS BUILDING HEIGHT70' - 11 1/4"BUILDING HEIGHT51' - 9 3/4" PROPOSED
WH
DN
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
A A
B B
C
D D
E
E.6 E.6
F
G G
HH
1
9
2
9
3
9
4
9
23' - 9"29' - 0"30' - 0"12' - 8"12' - 8"30' - 0 1/2"23' - 1"
GYMNASIUM
ELECTRICAL
LOCKERS
UNISEX
RESTROOM
MEN'S
RESTROOM
WOMEN'S
RESTROOM
UNISEX
RESTROOM
LOCKERS
LOBBY
CONCESSION
161' - 2 1/2"1' - 0"9' - 0"6"7' - 0 1/2"3' - 2 1/2"3' - 2 1/2"7' - 0 1/2"6"5' - 6"27' - 0"5' - 6"6"6' - 3"8' - 0"6' - 4"5"4' - 9"3' - 6"5' - 3"3' - 2"6"7' - 4"7' - 3"8' - 8"
6"6"
17' - 11"10' - 7"
6"12' - 0"3' - 6"7' - 9"
6"
7' - 10"
1' - 3"
10' - 10"
1' - 3"
7' - 10"
6"
3' - 2 3/4"
7' - 3"10' - 5"7' - 3"
1' - 4 1/4"
9' - 0 3/4"
3' - 7 1/4"3' - 7 3/4"
9' - 0 1/4"
1' - 4 3/4"
7' - 3"10' - 5"7' - 3"
3' - 2 3/4"
6"6' - 10"
1' - 3"
7' - 1"
1' - 3"
6' - 8"8"FIRE RISER22' - 6"15' - 4"7' - 3"7' - 3"REF. OFFICE
STORAGE
UNISEX
RESTROOM
113 SEATS 102 SEATS102 SEATS
IDF/AV
WEIGHTEQUIPMENT
STORAGE
ATHLETIC
DIRECTOR
TRAINING
JANITOR'S
CLOSET
10' - 3"11' - 6"1' - 4"8"106' - 7"13' - 11"14' - 9"44' - 10"20' - 6"12' - 7"3' - 2"5' - 3"3' - 6"5' - 2"11' - 8"7' - 11"7' - 3"4' - 8"28' - 1"18' - 2"2' - 4"8"11' - 11"7"23' - 9"29' - 0"30' - 0"12' - 8"12' - 8"30' - 0 1/2"23' - 1"
161' - 2 1/2"12' - 7"10' - 3"10' - 3"39' - 0"5' - 10"4' - 5"10' - 4"13' - 11"106' - 7"7"2' - 1"PROVIDE SIGNAGE AT DOOR
"FIRE RISER CONTROL ROOM"
3 4 5 6 7 8
E.6 E.6
FF
G G
HH
1
9
3
9
MECHANICAL WELL
FD LADDER ACCESS LOCATION
JANITOR'S
CLOSET
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
A A
B B
CC
D D
EE
E.6 E.6
FF
G G
HH
1
9
2
9
3
9
4
9
23' - 9"29' - 0"30' - 0"12' - 8"12' - 8"30' - 0 1/2"23' - 1"12' - 7"10' - 3"10' - 3"39' - 0"5' - 10"4' - 5"10' - 4"13' - 11"± 204.00
FD LADDER ACCESS LOCATION
MECHANICAL WELLVALLEYVALLEY
RIDGEDS
DS
DS
DS
DS
SCUPPER
DS
DS
DS
2,594 SF PV ROOF COVERAGE
(PER 16,954 SF OF ROOF AREA AT 15%)
5' - 0"5' - 0"
ROOF DRAIN IN
MECH WELL
ROOF DRAIN IN
MECH WELL
23' - 9"29' - 0"30' - 0"12' - 8"12' - 8"30' - 0 1/2"23' - 1"
RIDGE VALLEYSLOPE CHANGERIDGEVALLEY14" / 12"
14" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"14" / 12"
4" / 12"14" / 12"14" / 12"
14" / 12"14" / 12"14" / 12"1/4" / 12"14" / 12"14" / 12"14" / 12"
RIDGEVALLEYRIDGEVALLEYVALLEYRIDGE
VALLEY SLOPE CHANGEVALL EY VALLEYVALLEYRIDGE
VALLEYSCUPPERSCUPPERSCUPPER
161' - 2 1/2"13' - 11"10' - 4"4' - 5"5' - 10"39' - 0"10' - 3"10' - 3"12' - 7"106' - 7"106' - 7"161' - 2 1/2"
T.O. FINISH FLOOR0"
PL 116' - 0"
2345678
3
9
4
9
THINSET BRICK VENEER
(MATCH KHOL MANSION COLOR AND STYLE)
CLASS "A" CONCRETE SLATE TILE ROOFING -
SAXONY 900 SLATE -CHARCOAL BLEND
FOAM CONCRETE TRIM -PAINTED
(SHERWIN WILLIAMS -SW 7014 -EIDER WHITE)
1" STUCCO FINISH
(SHERWING WILLIAMS -SW 7004 -SNOWBOUND)(E) TENNIS COURTS-5' - 0"
ATOC168' - 5"51' - 9 3/4"14' - 7"37' - 2 3/4"OLDCASTLE THERMAL STOREFRONT SYSTEM WITH ZIPPY
GRID SIMULATED DIVIDED LITES - PAINTED
(SHERWIN WILLIAMS - FLUROPON - 431A894 - STONE WHITE)
FOAM CONCRETE TRIM
(SHERWIN WILLIAMS -SW 7014 -EIDER WHITE)
PRECAST CONCRETE TRIM -PAINTED
(GREY -ETCHED)
SCUPPER / DOWNSPOUT
(SHERWING WILLIAMS -SW 7069 -IRON ORE)
EXTERIOR METAL DOOR AND AWNINGS
(SHERWING WILLIAMS -SW 7069 -IRON ORE)
T.O. FINISH FLOOR0"
PL 116' - 0"
PL 219' - 0"
1 2 3 4 5 6 7 8
3
9
4
9
THINSET BRICK VENEER
(MATCH KHOL MANSION COLOR AND STYLE)
PRECAST CONCRETE TRIM -PAINTED
(GREY -ETCHED)
(E) TENNIS COURTS-5' - 0"
ATOC168' - 5"51' - 9 3/4"37' - 2 3/4"14' - 7"THINSET BRICK VENEER
(MATCH KHOL MANSION COLOR AND STYLE)
CLASS "A" CONCRETE SLATE TILE ROOFING -
SAXONY 900 SLATE -CHARCOAL BLEND
FOAM CONCRETE TRIM -PAINTED
(SHERWIN WILLIAMS -SW 7014 -EIDER WHITE)
1" STUCCO FINISH
(SHERWING WILLIAMS -SW 7004 -SNOWBOUND)
OLDCASTLE THERMAL STOREFRONT SYSTEM WITH ZIPPY
GRID SIMULATED DIVIDED LITES - PAINTED
(SHERWIN WILLIAMS - FLUROPON - 431A894 - STONE WHITE)
FOAM CONCRETE TRIM
(SHERWIN WILLIAMS -SW 7014 -EIDER WHITE)
PRECAST CONCRETE TRIM -PAINTED
(GREY -ETCHED)
DOWNSPOUT
(SHERWIN WILLIAMS -FLUROPON -
431A894 -STONE WHITE)
CLASS "A" CONCRETE SLATE TILE ROOFING -
SAXONY 900 SLATE -CHARCOAL BLEND
FOAM CONCRETE TRIM
(SHERWIN WILLIAMS -SW 7014 -EIDER WHITE)
PRECAST CONCRETE MEDALLION
(GREY -ETCHED)
T.O. FINISH FLOOR0"
PL 116' - 0"
ABCDEE.6FGH
1
9
2
9
CORROSION RESISTANT GUTTER
(E) TENNIS COURTS-5' - 0"
ATOC168' - 5"51' - 9 3/4"14' - 7"37' - 2 3/4"THINSET BRICK VENEER
(MATCH KHOL MANSION COLOR AND STYLE)
PRECAST CONCRETE TRIM -PAINTED
(GREY -ETCHED)
THINSET BRICK VENEER
(MATCH KHOL MANSION COLOR AND STYLE)
FOAM CONCRETE TRIM -PAINTED
(SHERWIN WILLIAMS -SW 7014 -EIDER WHITE)
1" STUCCO FINISH
(SHERWING WILLIAMS -SW 7004 -SNOWBOUND)
OLDCASTLE THERMAL STOREFRONT SYSTEM WITH ZIPPY
GRID SIMULATED DIVIDED LITES - PAINTED
(SHERWIN WILLIAMS - FLUROPON - 431A894 - STONE WHITE)
DOWNSPOUT
(SHERWIN WILLIAMS -FLUROPON -
431A894 -STONE WHITE)
CLASS "A" CONCRETE SLATE TILE ROOFING -
SAXONY 900 SLATE -CHARCOAL BLEND
FOAM CONCRETE TRIM
(SHERWIN WILLIAMS -SW 7014 -EIDER WHITE)
EXTERIOR METAL DOOR AND AWNINGS
(SHERWING WILLIAMS -SW 7069 -IRON ORE)
T.O. FINISH FLOOR0"
PL 116' - 0"
PL 219' - 0"
A B C D E E.6 F G H
1
9
2
9
(E) TENNIS COURTS-5' - 0"
ATOC168' - 5"51' - 9 3/4"37' - 2 3/4"14' - 7"CORROSION RESISTAN GUTTER
THINSET BRICK VENEER
(MATCH KHOL MANSION COLOR AND STYLE)
PRECAST CONCRETE TRIM -PAINTED
(GREY -ETCHED)THINSET BRICK VENEER
(MATCH KHOL MANSION COLOR AND STYLE)
FOAM CONCRETE TRIM -PAINTED
(SHERWIN WILLIAMS -SW 7014 -EIDER WHITE)
1" STUCCO FINISH
(SHERWING WILLIAMS -SW 7004 -SNOWBOUND)
OLDCASTLE THERMAL STOREFRONT SYSTEM WITH ZIPPY
GRID SIMULATED DIVIDED LITES - PAINTED
(SHERWIN WILLIAMS - FLUROPON - 431A894 - STONE WHITE)
DOWNSPOUT
(SHERWIN WILLIAMS -FLUROPON -431A894 -STONE WHITE)
CLASS "A" CONCRETE SLATE TILE ROOFING -
SAXONY 900 SLATE -CHARCOAL BLEND
FOAM CONCRETE TRIM
(SHERWIN WILLIAMS -SW 7014 -EIDER WHITE)
EXTERIOR METAL DOOR AND AWNINGS
(SHERWING WILLIAMS -SW 7069 -IRON ORE)
PRECAST CONCRETE MEDALLION
(GREY -ETCHED)
WH
T.O. FINISH FLOOR0"
PL 116' - 0"
1 2 3 4 5 6 7 8
3
9
4
9
LOCKERS
UNISEX
RESTROOM WOMEN'S
RESTROOM
MEN'S
RESTROOM
UNISEX
RESTROOM LOCKERSLOBBYCONCESSION
10' - 0" A.F.F.FIRE DEPARTMENT ROOF
ACCESS TO HIGHER ROOF
ATOC168' - 5"
JANITOR'S
CLOSET51' - 5 1/4"LOBBY 2 3/8"1 1/4"
7/8"
2"
2 3/4"
T.O. FINISH FLOOR0"
PL 116' - 0"
12345678
3
9
4
9
GYMNASIUMELECTRICAL
EQUIPMENT
STORAGECLEAR TO B.O. TRUSS26' - 5"ATOC168' - 5"51' - 5 1/4"T.O. FINISH FLOOR0"
PL 116' - 0"
PL 219' - 0"
ABCDEE.6FGH
1
9
2
9
GYMNASIUMLOBBYRESTROOM
CORE
MECHANICAL
WELL
TO B.O. TRUSS26' - 2" MIN.ATOC168' - 5"
T.O. FINISH FLOOR0"
PL 116' - 0"
B C D E E.6 F G
1
9
2
9
EQUIPMENT
STORAGE WEIGHT TRAINING (+183.0-183.5')
ATOC168' - 5"
CONCESSION
1
9
2
9
3
9
4
9
1
4
1
G3.01
DN
A T H L E T I C
C E N T E R
K O H L
M A N S I O N
C L A S S R O O M
W I N G
G R A S S I L L I
P O O L 4101103
10
JJJ J
J
J J
J
J
J
J OS1OS1OS1OS1OSD1SOSD1OS1OSD1D1D8D8D1D1D1D1D1D1S2JJosD TJosD TosD TosD TosD TosD TJosD TJRC111osD TJRC111JosD TJRC111osD TJosD TosD TosD TosD TosD TosD TosD TJJD8JJD1JJJosD TosD TJJJJD1JD1JADELINE DR.POPPY DR.
K O H L M A N S IO N
C L A S S R O O M W IN G
G R A S S IL L I C E N T E R
P R O J E C T L O C A T IO N
1
2
3
KEY PLAN
4
WH
DN
8027 SF 1147
GYMNASIUM
F101
185 SF 1
ELECTRICAL
U121
325 SF 7
LOCKERS
L115
325 SF 7
LOCKERS
L109
2378 SF 74
LOBBY
ACC108
270 SF 5
CONCESSION
M106
258 SF 6
TRAINING
E104
1412 SF 29
WEIGHT
E103
4732 492
492 2462462462461 247246277421 425329
6
473
433
471
DOOR EXIT WIDTH
70.95" REQ'D
76.5" PRV'D
473 OCC
DOOR EXIT WIDTH
36.9" REQ'D
39.75" PRV'D
246 OCC
DOOR EXIT WIDTH
37.05" REQ'D
39.75" PRV'D
247 OCC
DOOR EXIT WIDTH
70.65" REQ'D
76.5" PRV'D
471 OCC
DOOR EXIT WIDTH
63.15" REQ'D
68.5" PRV'D
421 OCC
DOOR EXIT WIDTH
63.75" REQ'D
68.5" PRV'D
425 OCC 21348 SF 2
STORAGE
S120
GRASSILLI CENTER
OVERALL POOL AREA: 604 OCCUPANTS
3 EXITS REQUIRED PER TABLE 1006.3.3
DOOR EXIT WIDTH
12" REQ'D
39.75" PRV'D
80 OCC
DOOR EXIT WIDTH
41.1" REQ'D
68.5" PRV'D
274 OCC
STAIR EXIT WIDTH
16" REQ'D
42" PRV'D
80 OCC
8027
41609814114112271718 SEATS18 SEATS48 SEATS18 SEATS18 SEATS4 SEATSDOOR EXIT WIDTH
22.95" REQ'D
39.75" PRV'D
153 OCC
STAIR EXIT WIDTH
30.6" REQ'D
46" PRV'D
153 OCC
153PER THE LOAD CALCULATIONS FROM
THE 2008 GRASSILI CENTER RENOVATION
80153
151 SF 2
REF. OFFICE
B119
155 SF 2
ATHLETIC DIRECTOR
B105
101 SF 1
JANITOR'S CLOSET
S116
126 SEATS 112 SEATS112 SEATS
Open:984 Occupants (area)
350 Occupants (bleachers)
Closed:1,147 Occupants (area)
1
54 SF 1
IDF/AV
U122
175175421 421423
4265 39 SF 1
FIRE RISER
U118
1UNISEX
RESTROOM
UNISEX
RESTROOM
UNISEX
RESTROOMWOMEN'S
RESTROOM
MEN'S
RESTROOM
4858 SF 98
SWIMMING POOL
PP101
640 SF 43
STARTING BLOCKS
PBP102 1212
153168
266
267
274
832 SF 3
EQUIPMENT STORAGE
S102
242
357
DOOR EXIT WIDTH
5.25" REQ'D
39.75" PRV'D
35 OCC
3838428
7CIRCULATION 38CIRCULATION 47138466OCCUPIED AREA
1130 SF/15 = 76 OCC
5.00%4' - 1"4' - 0 1/8"18 SEATS18 SEATS72' - 1"80
80
ATHLETIC AND STUDENT LIFE CENTER1231
16
1111160 SF 24
DANCE ROOM
EG114
145 SF 1
OFFICE
BG111
30 SF 1
STORAGE
SG112
23 SF 1
JANITOR'S CLOSET
SG106A
10 SF 1
STORAGE
SG110
189 SF 1
STORAGE
SG118
141 SF 1
STORAGE
SG117
141 SF 1
STORAGE
SG116
187 SF 2
OFFICE
BG115
854 SF 18
LOCKER ROOM
LG107
53 SF 8
VESTIBULE
AG101
40 SF 1
STORAGE
SG103
14 SF 1
MECH
UG105
609 SF 13
WEIGHT ROOM
EG102
9
11
10
10
6
NON-RATED STUD WALL
1 HR RATED WALL
2 HR RATED WALL
SHEET LEGEND:
D01.05 KEYNOTE TAG
FUNCTION OF USE
AASSEMBLY
A7
DESCRIPTION
E LOCKERS
B OFFICES
POOL DECK
P*
A-4 DECK SUROUNDING THE POOL
MECHANICAL
U
U MECHANICAL, ELECTRICAL &
EQUIPMENT ROOMS
SWIMMING POOL
P
A-4 SWIMMING POOL
E
EDUCATION
(WEIGHT AND TRAINING
"VOCATIONAL" ROOMS)
STORAGE
S
S-1 GENERAL BUILDING STORAGE
M CONCESSION AND MERCHANDISE
ROOMS
7 SF
OCC. LOAD
50 SF
150 SF
15 SF
300 SF
50 SF
50 SF
300 SF
60 SF
OCC. GROUP
EVENT ASSEMBLY
(NOT FIXED SEATING WHEN
BLEACHERES ARE RETRACTED)
LOCKER ROOMS
L
MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT -PER 2022 CBC TABLE 1004.1.2
EDUCATION
E
BUSINESS
B
MERCANTILE
M
ROOM NAME
1185 SF
B101
####
111
ILLUMINATED DIRECTIONAL EXIT SIGNAGE
OCCUPANT LOAD AT DOOR
ROOM OCCUPANCY TAG:
ROOM NUMBER
OCCUPANT LOAD DESIGNATION
OCCUPANTS
ROOM AREA
DOOR CAPACITY TAG
NUMBER OF OCCUPANTS CALCULATED PER ROOM AREA
REQUIRED WIDTH CALCULATED BY ACCUMULATED
EXITING LOAD
PROVIDED DOOR WIDTH
EXIT ACCESS / ACCESSIBLE DISCHARGE PATHWAY*
COMMON PATH OF TRAVEL
FIRE EXTINGUISHER CABINET - SURFACE MOUNTED AT
COLUMNS, SEMI RECESSED AT WALLS
DOOR# OCC
#" PRV'D
#" REQ'D
AASSEMBLY
A15
15 SF
NON - CONCRENTRATED
ASSEMBLY
(TABLES AND CHAIRS)
J
J
J
J
J
J J
J
J
J
J
DN
DN
(N) ATHLETIC &
STUDENT LIFE CENTER
KOHL
MANSION
CLASSROOM
WING
GRASSILLI
CENTER
(N) POOL
10.0'
30
35
17
1
20
3
2
7
3
12 5
4
5
6
RUSSELL HALL
(SOM)16.87%5.00%5.34%72'
-
2"4714732 4 7
2 4 6
274
1 6 8 15312'
1 2 '1 0 3 '9.5'
3
3 5
26' - 7 1/2"A D E L I N E D R I V E26' EVA ACCESS ROAD (13'-6" CLEAR
HEIGHT CLEARANCE, TRIM EXISTING
TREES AS REQUIRED). PROPOSED
PAVEMENT SHALL BE DESIGNED TO
SUPPORT A MINUMUM 65,000 LBS.
150'-0" LINEAR DISTANCE FROM
FIRE APARATUS ACCESS POINT
11.5'136.5'
2'
2 6 ' - 0 "
6 0 ' - 0 "5
%5%8%2 %
2 %2%15' - 0"
(± 183'-0")
± 177.00
± 168.0014'
-
11"RELOCATED FIRE
HYDRANT
EXISTING FIRE
HYDRANT
EXISTING FIRE
HYDRANT
EXISTING FIRE
HYDRANT
EXISTING FIRE
HYDRANT
PROPOSED FDC
LOCATION
12' - 0"
DN
GARBAGE
± 5' x 7'
4 YARD BIN
MIXED RECYCLING
8" W X 8" H CONC.
GUARD CURB AT 3
SIDES w/ 3/4" CHAMFER
8" CMU WALLS
4" HSS POST AT
JAMBS, TYP.
STEEL GATES
(180° SWING)
EDGE OF SLAB
TO FOLLOW (E)
DRIVE AISLE
SLOPE 1% MIN.TO DRAINCANE BOLT SLEEVES
± 18' x 17'
CONRETE APRON
REFER TO CIVIL DRAWINGS
FOR DRAINAGE PLAN
CLASSROOM WING
OPEN TO BELOW
R E C O L O G Y T R U C K D IM E N S IO N S :L E N G T H : 3 9 'W ID T H : 1 2 'H E IG H T : 1 4 '-2 1 '± 5' x 7'
4 YARD BINKOHL MANSION5
13
10' - 0"18' - 0 3/4"16' - 4"SLOPED CORRUGATED METAL ROOFSTRUCTURAL
MEMBERS
PER DETAIL
5
13
RIDGE
5
13
ALIGN COLUMNS TO
CENTER OF WALL, TYP.
SLIDING LATCH
ASSEMBLY
3/4" Ø X 18" LONG
CAN BOLT WITH UP
POSITION HANGER
(1 PER GATE)
SQ. HSS POST W/ CAP
GROUT & CROWN @
TOP OF WALL, TYP
3' - 0"8' - 0"TRASH ENCLOSURE
FLOOR173' - 0"3' - 0"2' - 0"ATOC168' - 5"
WALKWAY RAMP
TRASH ENCLOSURE APRON LEVEL BEYOND 1' - 0"2' - 0"8' - 0"TRASH ENCLOSURE
FLOOR173' - 0"
SLOPED CORRUGATED
METAL ROOF PER PLAN
CMU WALL PER PLAN
STEEL FRAMING
CONC. CURB GUARD
13
6
13
7
SLOPE PER PLAN
CORRUGATED
METAL ROOF
1/4" CAP PLATE SEAL WELD
ON COLUMNS, TYP.
STEEL FRAMING, SSD.
HSS4X4, S.S.D.
1" NON-SHRINK GROUT
(2) 5/8" DIA. A.B. W/ 8" EMBED
CONRETE
CURB/WHEEL STOP
AS SHOWN ON PLAN
THICKENED SLAB AS
WALL PERIMETER
1' - 1"
8"8"
UP
UP
DN
CAFETERIA
KITCHEN
TRUNK ROOM
MECH
SISTERS
MECH
HALL
COMMON
SERVANTSB
SERVANTS
SERVANTS HALL
CLASROOMS TOTAL:0
OFFICE AREA TOTAL:0
GREAT HALL
RECEPTION
ROOM
FOYER
LOBBY
226 SFOFFICE
185 SFOFFICE
MUSIC
CLASSROOM
MORNING
ROOM
FOOD LAB/
KITCHEN
DINING ROOM
WC
T339 SFOFFICE
ANNEX BUILDINGHALL
CLASROOMS TOTAL:2
OFFICE AREA TOTAL:754 SF
ROOM USE LEGEND
Classrooms
Offices
Other
ART DEPT
CERAMICS DEPT
RESOURCE
CENTER
SPANISH
LECTURE HALL252 SFOFFICEBOARD ROOM
S
S
HALLTLTHALLOPEN TO BELOWHALL
TLT
S
HALL
EL
BALCONY
S
S
HALL
S
CLASROOMS TOTAL:4
OFFICE AREA TOTAL:252 SF
181 SFOFF
147 SFOFF
134 SFOFF153 SFOFF
GUEST
147 SFOFF
TLT
141 SFOFFICE
141 SFOFFICE
153 SFOFFICE
181 SFOFF
145 SFOFF 144 SFOFF
288 SFOFFICE
HALL
TLT
TLTHALLT
TLT
STAIRSCLASROOMS TOTAL:0
OFFICE AREA TOTAL:2050 SF
UP
CLASSROOM
CLASSROOM
BIOLOGY LAB
TOILET
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
94 SFOFF HALLSS
S
371 SFOFFICE
CRAWL
SPACE
HALL
STAIRS
369 SFOFFICE
CLASROOMS TOTAL:7
OFFICE AREA TOTAL:835 SF
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
JOURNALISM
ROOM
TYPING ROOM
MACHINE ROOM
OFFICE PRACTICE
ROOM
126 SFOFFICE133 SFCONF.
TOILETHALL
S STAIRS
CLASSROOM
CLASSROOM
HALL
HALL
CLASROOMS TOTAL:8
OFFICE AREA TOTAL:259 SF
S HALL
HALL
CLASSROOM
CLASSROOM
BRIDGE TO KOHL MANSIONCLASROOMS TOTAL:2
OFFICE AREA TOTAL:0
PRE-SCHOOL
CLASSROOM
CLASROOMS TOTAL:1
OFFICE AREA TOTAL:0
187 SFOFFICE
145 SFOFFICE DANCE ROOM
JANITOR'S
CLOSET
WOMEN'S
RESTROOM STORAGE
UNISEX
RESTROOMSTORAGE
LOCKER ROOMSTORAGE
VESTIBULE
STORAGE
MECH
WEIGHT ROOMCLASROOMS TOTAL:1
OFFICE AREA TOTAL:332 SF
STORAGE
UNISEX
RESTROOM
CRAWL SPACEART CLASSROOMSTOR.STOR.OFFICEPHYSICS LAB STOR.OFFICE
BIOLOGY &
CHEMISTRY LAB
CORRIDOR
OFFICESTOR.MECH STORAGE VAULT
CLASSROOM LANGUAGE LAB SCIENCE LECTURE CLASSROOM
TOILET
CL J.
CLASROOMS TOTAL:0
OFFICE AREA TOTAL:0
CLASROOMS TOTAL:7
OFFICE AREA TOTAL:255 SF
STUDYCONFERENCESTUDYTYPISTCURRICULUMLIBRARY
OFFICE
OFFICE
OFFICE
SEMINAR
PROCESSINGAV STOR.BOUND
PERIODICALSCLASSROOMCLASSROOMCLASSROOM
CLASSROOM
STOR.
CORRIDOR
CLASSROOM CLASSROOM
FACULTYOFFICESTEACHER'S EDMEN'SFACULTYWOMEN'SFACULTYTLT TLT SISTER'SFACULTYTOILET
J.P.RECEPTIONCONFERENCEREGISTRAR
DEAN
SECT'Y
DEAN
CLASROOMS TOTAL:6
OFFICE AREA TOTAL:2159 SF CORRIDORLOBBY
DN
(N ) A T H L E T I C
& S T U D E N T
L I F E C E N T E R
(E ) K O H L
M A N S I O N
(E ) C L A S S R O O M
W I N G
(E ) G R A S S I L L I
C E N T E R
RUSSELL HALL
(SOM)(E)) 10' PUBLIC UTILITY EASEMENTA D E L I N E D R I V E(N ) P O O L
8x20 CONEX
RESTROOMS
10x20 CONSTRUCTION
TRAILERS (NO PLUMBING)CRANE SETUP AND LAYDOWN(2) 8'-0" WIDE GATES
(2) 8'-0" WIDE GATES(2) 8'-0" WIDE GATES
WADDLES / EROSION CONTROL (TYP
AROUND ENTIRE SITE, SEE SHEET C7.0)
8'-0" CHAINLINK
FENCE (TYP)
8'-0" CHAINLINK
FENCE (TYP)
10'-0" CHAINLINK FENCE W/
SCREEN / GRAPHICS (FACING
KHOL MANSION LAWN)
GENERAL NOTES:
• CONTRACTOR TO COORDINATE FENCING AND ZONES FOR
PROTECTED TREES BASED ON ARBORIST REPORT.
• CONSTRUCTION MATERIAL DELIVERIES TO BE COORDINATED
SUCH THAT THERE IS NO OVERLAP WITH HEAVY DROP-OFF
AND PICK-UP SCHOOL TRAFFIC HOURS.
• CONTRACTOR TO COORDINATE ACCESS FOR TRASH PICK UP
WITH THE SCHOOL AND TRASH RECYCLE COMPANY
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx1301451501451501551601501451401551601651701651601551501451301501551601601551501451 5 0
15515 0
1 4 5 1401551601651 7 0
1751751801701651601751701801751701651601651701751751801701701651601651701 75
1 7 0
175175165CTRL-X-2171.79SET REBARSET MNWEP POTGGGGEPEPEPEPEP/CR DWYEP/CR DWYEPEP DWY POCEP DWY POCEP DWY POCEP DWY POCEP ECEP ECEPEPEP BCFL POCFL POCFL PRCFL POCFL POCFL POCGAFGAFGGGGGGGGGGGGAFGGGGGBTOPGFL PRCFL POCFL CRFLFL CRFL CRFLFL CRFL POCFL POCFL ECFLGAFGAFSET MNWFFLPOCFL PCFL POCEND CRBEP/GATEEP/GATEEND CRBFLFL CREPEPEPEPEPEPEPEPEPEPGGGGGTB ANGLTB ANGLTBTBGBGBGBGBGBTBTBGGAF/TOEGAF/TOEGAF/TOESET MNWEPEPEPEPEPGBGBGEPSET MNBSEPEPEPEPEPEPEPEPGBGBMON-AD-POPMOXXXXXXXXX
X
X
X
X27"35'14" 18' 12" 30'30"40' 12" 30'15"20'26"25'16"18'36" FALLEN 40'15"35' 15"35'10"20'40"50'30"25'30"30'12"16' 12"16' 8"20'16" 20'58"50'8"13'11"12'16"18' 13"15'7"7' 36"45' 9" 8' 9" 8'16"27'6" 7'8"5' 9"9' 9"10'43"STUMP17"LEANING 27'12"20'14"18'11"9' 15"18'14"9'12"12'12"12'20"15'6" 4'6" 5'21"30'14"18'21"30'24"35'39"50'48"60'36"30'15"30'12" 15'9"10'16"20'16"20'CW8" PVC WABANDONED SEWER LINE (VIF)6" PVC SSTHRUCURBDRAINTHRUCURBDRAINTHRUCURBDRAINOCATION (VIF)HYDJHYDHYDWJHYDHYDWVWVWVWVHBHBHBWVHBWVWVWVWVHBHBWVWVWVHBWVSDCORWLUGICVICVICVICVICVICVICVICVICVICVICVICVICVICVICVICVICVICVICVICVICVICVICVICVICVICVICVFDCBFPSSCOCOCOCO10" WTR (PER REC)10" WTR (PER REC)8" WTR (PER REC)CDFMERCY HIGH SCHOOL, BURLINGAME, A CORPORATIONAPN 027-092-020PARCEL 3, PER REFERENCED TITLE REPORTCOLLEGE OF OUR LADY OF MERCY, A CORPORATIONAPN 027-092-010PARCEL 1, PER REFERENCED TITLE REPORT159.28 SSMH RIM156.58 6" (SE) INV176.95 DI175.00 BOTTOM*FULL OF DEBRIS*170.67 DI169.52 BOTTOM*FULL OF DEBRIS*176.87SDJBSIGNEBCOMEBEBEBWBCENTERLINEOF PRIVATEROAD622183.08WB/WV227623183.08WB/WV227CDFCCEEEEEEEEMDOMESTIC WATER &FIRE WATER TRENCHDOMESTIC WATER& FIRE WATERTRENCHFIRE WATER LINEFDC108'-6" S=2.0%44'-6" S=2.0%131'-6" S=8.5%61'-6" S=4.8%256'-6" S=9.3%DISCHARGED TREATEDSTORMWATER INTOEXISTING VALLEY GUTTERRELOCATEEX. HYDRANTFROMTO(6) 3" PVC CURBDRAIN PER CITYSTANDARD DWG NO.SW-2CONNECT TOSEWER PIPE. VERIFYINVERT IN FIELDCONNECT TO EXISTINGSEWER CLEANOUT.VERIFY INVERT IN FIELDPROPOSED PG&E TRANSFORMERSHOWN FOR REFERENCE ONLY.SEE JOINT TRENCH PLANSPROPOSED PG&E SPLICE BOXSHOWN FOR REFERENCE ONLY.SEE JOINT TRENCH PLANS(4)CP(N) BLDG(N) POOL(BY OTHERS)ADELINE DRIVEPOPPY DRIVENE DRIVE0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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0.8 0.8 0.7 0.4 0.3 0.1 0.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.3 0.4 0.8 1.0 1.2 1.2 1.2 0.9 0.6 0.4 0.2 0.1 0.00.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.11.0 1.3 1.4 1.3 1.4 1.1 0.7 0.5 0.2 0.1 0.00.1 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.11.0 1.2 1.5 1.3 0.7 1.4 1.2 0.9 0.5 0.3 0.2 0.1 0.00.2 0.2 0.3 0.5 0.7 0.7 0.8 0.7 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.11.0 1.1 1.3 1.5 1.6 1.4 1.4 1.1 0.8 0.5 0.3 0.2 0.1 0.0 0.00.2 0.3 0.5 0.8 1.3 1.5 1.5 1.2 0.9 0.7 0.6 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.11.1 1.3 1.4 1.4 1.5 1.5 1.4 1.3 0.9 0.7 0.4 0.3 0.2 0.1 0.0 0.00.2 0.4 0.7 1.3 2.3 2.6 1.3 2.1 1.5 1.1 0.9 0.8 0.7 0.8 0.6 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.11.2 1.4 1.6 1.6 1.5 1.4 1.3 1.1 1.0 0.7 0.5 0.4 0.3 0.2 0.1 0.1 0.0 0.00.3 0.4 0.8 1.5 2.9 3.8 3.3 3.3 2.0 1.4 1.3 1.3 1.1 1.0 0.9 0.8 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0.3 0.4 0.4 0.5 0.5 0.6 0.7 0.8 0.9 1.0 1.1 1.2 1.4 1.7 2.2 2.4 2.3 2.1 2.1 3.3 5.24.8 4.1 4.2 4.64.54.1 3.4 2.9 2.8 2.6 2.2 2.1 1.6 1.2 0.9 0.7 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.6 0.6 0.7 0.8 0.9 1.1 1.4 1.8 2.0 2.1 1.9 2.1 4.3 7.84.75.04.53.7 3.4 3.6 3.5 3.0 2.8 2.1 1.6 1.3 0.9 0.6 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.5 0.6 0.6 0.7 0.9 1.2 1.6 2.1 2.4 2.3 2.2 3.73.3 3.6 4.2 4.2 3.7 3.6 2.7 2.1 1.6 1.2 0.8 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.5 0.6 0.8 1.0 1.4 2.1 3.0 3.6 3.2 2.54.43.7 2.5 3.5 2.9 2.2 1.5 1.0 0.6 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.9 1.2 1.7 2.6 3.8 3.6 2.85.3 3.9 2.8 1.9 1.2 0.8 0.5 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.5 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0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.4 0.7 1.3 2.0 2.4 2.2 1.9 1.64.74.3 3.4 2.6 1.7 1.1 0.8 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.4 0.7 1.1 1.9 3.0 3.2 2.5 1.95.24.43.4 2.5 1.6 1.1 0.7 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.3 0.5 0.8 1.3 2.0 2.2 1.94.75.0 4.2 3.2 2.3 1.4 1.0 0.6 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.2 0.3 0.4 0.5 0.7 1.4 1.4 0.94.44.3 3.7 2.9 1.9 1.3 0.8 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.2 0.2 0.3 0.5 0.6 1.6 4.64.2 3.8 3.2 2.4 1.6 1.1 0.7 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.2 0.2 0.4 0.6 0.9 1.85.74.5 4.53.6 2.8 2.1 1.3 1.0 0.6 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.2 0.3 0.5 0.7 0.9 1.1 0.94.6 4.1 3.3 2.5 1.7 1.1 0.8 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.2 0.2 0.4 0.6 0.8 1.1 1.43.6 3.4 2.8 2.1 1.4 0.9 0.6 0.4 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.2 0.3 0.5 0.7 0.9 1.4 2.0 2.8 3.32.4 2.4 2.0 1.5 1.0 0.7 0.5 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.2 0.3 0.5 0.8 1.1 1.7 2.4 3.3 4.0 3.71.2 1.6 1.6 1.4 1.0 0.7 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.2 0.2 0.4 0.6 0.9 1.3 1.9 2.7 3.64.42.8 3.2 2.3 1.6 1.3 1.2 1.0 0.7 0.5 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.2 0.3 0.4 0.7 1.0 1.6 2.4 2.7 3.5 4.24.0 4.3 2.3 1.5 1.1 1.0 0.8 0.5 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.2 0.2 0.3 0.5 0.8 1.2 1.9 2.7 3.54.55.8 4.24.2 3.7 2.1 1.4 1.0 0.8 0.6 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.2 0.3 0.4 0.6 0.9 1.4 2.2 2.9 3.5 4.2 3.74.5 4.76.7 4.95.53.8 3.1 2.0 1.3 0.8 0.6 0.4 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.2 0.2 0.3 0.4 0.6 1.0 1.6 2.4 3.0 3.6 4.3 4.3 5.0 5.6 6.2 6.5 6.6 6.6 6.65.44.43.7 2.8 1.9 1.2 0.7 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.00.2 0.2 0.3 0.5 0.7 1.1 1.6 2.4 2.7 2.2 3.6 3.8 4.2 4.6 5.05.45.8 6.3 6.9 7.6 8.7 6.73.8 3.3 2.5 1.7 1.1 0.7 0.5 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.2 0.2 0.3 0.4 0.5 0.8 1.1 1.7 2.3 2.7 2.7 3.1 3.2 3.3 3.5 3.9 4.24.75.3 5.9 6.6 7.9 9.2 9.47.7 5.72.7 2.6 2.0 1.4 0.9 0.6 0.4 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.2 0.2 0.3 0.4 0.6 0.9 1.2 1.8 2.4 2.6 2.8 2.7 2.6 2.4 2.5 2.7 3.0 3.6 4.24.7 5.46.4 7.27.57.0 6.14.73.6 2.5 1.1 0.7 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.00.2 0.3 0.4 0.6 0.9 1.2 1.4 1.9 2.3 2.4 2.6 2.5 2.1 1.9 1.9 1.9 2.2 2.5 2.9 3.4 4.04.75.25.45.0 4.8 3.9 2.8 2.2 1.3 0.7 0.5 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.00.2 0.2 0.4 0.6 0.9 1.4 1.8 1.9 2.1 1.9 1.8 2.3 2.0 1.7 1.5 1.4 1.4 1.6 1.8 2.0 2.3 2.6 3.0 3.3 3.5 3.6 3.4 2.9 2.3 1.7 1.0 0.6 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.00.2 0.2 0.5 0.9 1.5 2.2 2.7 2.7 2.2 1.9 1.7 2.1 1.8 1.4 1.1 0.9 0.9 1.0 1.1 1.4 1.6 1.8 2.0 2.0 2.1 2.2 2.2 2.0 1.7 1.2 0.8 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.00.1 0.2 0.3 0.6 1.2 2.0 3.1 4.14.42.6 2.3 2.3 2.0 1.6 1.1 0.8 0.7 0.6 0.6 0.6 0.8 1.0 1.2 1.3 1.4 1.4 1.4 1.4 1.3 1.1 0.9 0.6 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.00.1 0.2 0.3 0.8 1.4 2.5 4.3 6.57.43.0 2.5 2.3 1.8 1.3 0.9 0.7 0.5 0.4 0.4 0.4 0.4 0.5 0.6 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.7 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.00.1 0.2 0.4 0.8 1.5 2.7 5.07.79.9 3.1 2.4 2.1 1.6 1.2 0.8 0.6 0.5 0.4 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.6 0.7 0.8 0.8 0.8 0.7 0.5 0.2 0.1 0.0 0.0 0.0 0.00.3 0.8 1.4 2.54.56.9 7.8 1.9 1.9 1.9 1.5 1.2 0.9 0.7 0.5 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.5 0.6 0.8 1.0 1.1 1.0 0.7 0.2 0.1 0.1 0.0 0.01.2 2.0 3.34.4 4.51.9 1.8 1.7 1.6 1.3 1.2 1.0 0.8 0.6 0.4 0.3 0.3 0.2 0.2 0.2 0.3 0.4 0.6 0.7 1.1 1.4 1.6 1.5 1.0 0.2 0.1 0.1 0.02.2 2.7 2.3 1.5 1.5 1.6 1.7 1.7 1.6 1.4 1.3 1.1 0.9 0.7 0.6 0.4 0.3 0.3 0.3 0.5 0.7 1.0 1.5 2.0 2.4 2.4 1.2 0.2 0.1 0.1 0.01.2 1.0 1.2 1.5 1.8 2.3 2.6 2.5 2.2 1.8 1.5 1.2 1.0 0.8 0.7 0.6 0.6 0.8 0.9 1.3 1.9 2.6 3.1 3.40.1 0.10.8 1.3 2.1 3.3 4.2 4.0 3.3 2.8 2.5 2.1 1.6 1.4 1.2 1.1 1.1 1.3 1.5 1.8 2.4 3.0 3.51.5 4.0 5.8 5.2 3.8 3.4 3.8 3.5 2.9 2.4 2.1 1.9 1.8 1.9 2.2 2.6 2.9 3.3 3.53.6 5.0 4.9 4.1 3.0 2.8 3.1 3.2 3.2 3.2 3.5 3.8 3.9 3.54.0 3.1 3.44.54.84.5 4.44.9 5.2 5.15.56.25.45.1 6.2 6.7 6.24.76.97.46.5SITE LIGHTING FIXTURE SCHEDULETYPEDESCRIPTION / PART NUMBERMOUNTINGVOLTAGEWATTSLUMENSCOLOR TEMP.CRIDIMMINGS3S110' POLESURFACE(N) LED PEDESTRIAN POLE LIGHTALN445-Y5-32LED-4K-700-XXX-LDL(N) WALL-PACK LED FIXTURE101L-16L-700-NW-G2-4-UNV-DD75W47164000KMVOLT700-10V DIM.38W 4346 4000KMVOLT 70 0-10V DIM.S3EEMSURFACE(N) TYPE S3 FIXTURE W/ INVERTER CONNECTION38W 4346 4000KMVOLT70 0-10V DIM.S210' POLE(N) LED PEDESTRIAN POLE LIGHTALN445-Y3-32LED-4K-700-XXX-LDL75W 4685 4000KMVOLT70 0-10V DIM.SURFACE(N) WALL-PACK LED FIXTURETWX2-LED-P1-40K-MVOLT-DDBXD23W 3250 4000KMVOLT80 0-10V DIM.SURFACE(N) FLOOD LIGHT LED FIXTUREX22-2020W 3039 4000KMVOLT83 0-10V DIM.SURFACE(N) 4' LED VAPOR TIGHT FIXTURECSVT-L48-AL03-MVOLT-SWW3-80CRI24W 3106 4000KMVOLT80 0-10V DIM.S4S5S6S7EEMRECESSED(N) TYPE S7 FIXTURE W/ INVERTER CONNECTION13W 1306 4000KMVOLT80 0-10V DIM.S7RECESSED(N) EXTERIOR 6" RECESSED LED DOWNLIGHT FIXTURELDN6-AL01-SWW1-L06AR-TRW-LSS-MVOLT-UGZ13W 1306 4000KMVOLT80 0-10V DIM.S2-S10' POLE(N) LED PEDESTRIAN POLE LIGHT W/ HOUSE SIDE SHIELDALN445-Y3-32LED-4K-700-XXX-LDL-HSS-L75W 4685 4000KMVOLT70 0-10V DIM.S2S2S2S2S2S2S2S1S1S1S1S3S3S3S3S3S3S3ES3ES3ES3ES3S3S6ext3ext3ext3ext3ext3ext3ext3ext4ext4ext4ext4ext4ext2ext2ext2ext2ext1ext1ext1ext1ext1ext1ext1ext1S2ext3S2ext3S2ext3S2-Sext3S4S5ext5S1ext4S1ext4S5ext5S5ext5S5ext5S4ext5ext5S7ES7S7S7ES7ES7S7S7ES7ECLASSIFICATIONCTRLIRC .EKNEI AIFEONTRA OLFIT CS AEICDNELSRECCLEITALCON TRTCA O RC C10LICENSE NO.471290DATE:DRAWN:CHECKED:JOB NO.ISSUE:THIS DRAWING EMBODIES IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND SPECIFICATIONS WHICH ARE PROPRIETARY TO DEVCON CONSTRUCTION INC.. AND WHICH WERE DESIGNED, CREATED, EVOLVED AND DEVELOPED FOR USE SOLELY IN CONNECTION WITH THE SPECIFIED PROJECT. NO TRANSFER OF ANY RIGHTS THERETO IS INTENDED OR EFFECTED BY DELIVERY HEREOF, AND EXCEPT UPON THE WRITTEN PERMISSION OF DEVCON CONSTRUCTION INC.. THE DRAWING IS NOT TO BE DISCLOSED TO OTHERS, REPRODUCED OR COPIED IN WHOLE OR IN PART, OR USED IN THE FABRICATION OR CONSTRUCTION OF BUILDINGS, STRUCTURES, FOUNDATIONS, OR ANY PORTIONS THEREOF, FOR OTHER THAN THE SPECIFIED PROJECT.GENERAL NOTES:CONTRACTOR SHALL FIELD VERIFY ALL JOB CONDITIONS AND DIMENSIONS. VARIATIONS THEREOF FROM THE DRAWINGS MUST BE REPORTED TO THE ARCHITECT. DETAILS INDICATED ON THE DRAWINGS ARE REPRESENTATIVE AND TYPICAL. ALL ATTACHMENTSAND CONNECTIONS SHALL CONFORM TO BEST PRACTICE AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY.SHEET NO.NO.DATEDESCRIPTIONBYREVISIONSCONSTRUCTION INCORPORATED690 Gibraltar DriveMilpitas, California 95035(408)942-8200 Lic. #39916342021 Osgood RoadFremont, CA 94539Ph: 510.770.5660Fax: 510.770.5684Cont. License #471290Full-Service Electrical and Data ContractorRK PROJ. # 2300115/28/2024 12:49:46 PME0.3ELECTRICAL SITE PLAN -PHOTOMETRICMercy High SchoolAthletic & Student Life Center2750 Adeline Drive Burlingame, CA 940101" = 30'-0"1ELECTRICAL SITE PLAN - PHOTOMETRIC05.13.24 Planning Review Comments 4 R.S.
DATE:DRAWN:CHECKED:JOB NO.ISSUE:THIS DRAWING EMBODIES IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND SPECIFICATIONSWHICH ARE PROPRIETARY TO DEVCON CONSTRUCTION INC.. AND WHICH WERE DESIGNED,CREATED, EVOLVED AND DEVELOPED FOR USE SOLELY IN CONNECTION WITH THESPECIFIED PROJECT. NO TRANSFER OF ANY RIGHTS THERETO IS INTENDED OR EFFECTED BYDELIVERY HEREOF, AND EXCEPT UPON THE WRITTEN PERMISSION OF DEVCONCONSTRUCTION INC.. THE DRAWING IS NOT TO BE DISCLOSED TO OTHERS, REPRODUCEDOR COPIED IN WHOLE OR IN PART, OR USED IN THE FABRICATION OR CONSTRUCTION OFBUILDINGS, STRUCTURES, FOUNDATIONS, OR ANY PORTIONS THEREOF, FOR OTHER THANTHE SPECIFIED PROJECT.GENERAL NOTES:CONTRACTOR SHALL FIELD VERIFY ALL JOB CONDITIONS AND DIMENSIONS. VARIATIONSTHEREOF FROM THE DRAWINGS MUST BE REPORTED TO THE ARCHITECT. DETAILSINDICATED ON THE DRAWINGS ARE REPRESENTATIVE AND TYPICAL. ALL ATTACHMENTSAND CONNECTIONS SHALL CONFORM TO BEST PRACTICE AND SHALL BE THECONTRACTOR'S RESPONSIBILITY.OF SHEETSSHEET NO.NO.DATEDESCRIPTIONBYREVISIONSCONSTRUCTIONINCORPORATED690 Gibraltar DriveMilpitas, California 95035(408)942-8200 Lic. #399163CheckerAuthor6/17/2422-079Project StatusMercy High School2750 Adeline Drive | Burlingame, CA 940103/16/23Planning Review Comments 11THEINC.GuzzardoPartnership,Landscape ArchitectsLand PlannersPier 9, The Embarcadero, Suite 115San Francisco, CA 94111www.tgp-inc.com9/15/23Planning Review Comments 2211/15/2350% CD312/20/23Bid Set32/22/24Planning Review Comments 345/13/24Planning Review Comments 456/17/24Planning Review Comments 56L1.1Landscape Notes andLegends+60.3Spot ElevationT.C. (60.6)Top of Curb Elevation (from Civil Engineer's Drawings, verify)T.C.I. (60.6)Top of Curb Elevation Interpolated (from Civil Engineer's Drawings, verify)+H.P. 61.2 Relative High PointT.S. 61.25 Top of Step ElevationB.S. 60.1 Bottom of Step ElevationT.R. 61.25 Top of Ramp ElevationB.R. 60.1Bottom of Ramp ElevationT.W. 63.4 Top of Wall ElevationB.W. 60.4Bottom of Wall Elevation. (Finish Grade of Soil or Paving)Direction of Surface Water FlowDirection of Surface Water Flow in Swale (2% Minimum)Grade Break (Ridge Line)Diagrammatic 1' ContoursFINE GRADING AND DRAINAGE LEGENDSee Civil Engineer's Drawings.Catch BasinSubsurface Drainpipe: PVC SA34 by Acme Industries. (4"&6" dia.).Perforated Drainpipe: PVC AS987 by Acme Industries 4".AD 00.00 Area Drain w/Rim ElevationOn-Grade Paving: NDS 4" 910B (Brushed)Lawn:NDS 10 Black Flat Top Drain CoverGround Cover Areas: NDS Spee-D-Basin and Grate, NDS #90 6" Atrium Grate, Black.On-Structure Topping Slab:specify cover to correspond with double body structuraldrain as specified by arch/plumb/structuralOn-Structure Planter Drain:specify atrium cover to double body drain as specified byarch/plum/structuralDownspout Adapter: 3" & 4" Universal Outlet w/4" spigot. NDS #1242 (verify that rainwater leaders are tied into the landscape drain system and product type)Top of PilasterT.P. 60.4Top of FenceT.F. 63.4FINE GRADING NOTES1. The Landscape Contractor is responsible for fine grading and positive surface drainage in all landscapeareas. The Contractor shall verify all rough grades in the field and bring any discrepancies to theattention of the Landscape Architect and Civil Engineer for a decision before proceeding with the work.2. See Civil Engineer's drawings for road surface elevations, roadway sections, catch basins, and top ofcurb elevations. Top of curb elevations shown on Landscape drawings are for reference andcoordination purposes only.3. Earth mounds are shown diagrammatically for form and location. Shaping of mounds to be reviewedand approved in the field by the Landscape Architect.4. Contractors are to exercise extreme care in back filling and compacting any excavation or trenching inareas previously compacted for other aspects of the work.5. The Landscape Contractor shall remove from the site all debris and unsuitable material generated bythe Contractor's operations.6. Catch basins, area drains, planter drains, and perforated drain lines are to be connected to the stormdrain system as specified in the Civil Engineer's plans. See Civil Engineer's drawings for allconnections.7. All catch basins and other drains are to be free of obstructions and maintained open and free runningduring and upon completion of the Contractor's work.8. All on-grade areas to receive planting are to be received by the fine grading Contractor within a tenth ofa foot of final grade. The Landscape Contractor shall rip compacted rough graded soil to a depth of 8inches, then till in the soil amendment. Soil amendment shall be determined by an AgriculturalSuitabilities Analysis conducted by a licensed soils laboratory upon sample(s) taken from the roughgraded soil. This analysis shall be conducted and paid for by the General Contractor.9. See structural soils report for recommendations on soil type, grading procedures, soil compaction,maximum allowable slopes, flatwork base material, etc.10. Minimum paving slope to be 2% typically with a maximum cross slope of 2%. Minimum planting areaslope to be 2% typically. Bring any discrepancies to the attention of the Landscape Architect for adecision prior to fine grading.11. All slopes 2-12:1 and greater shall have jute mesh erosion control netting installed per manufacturer'sspecifications. Lap netting minimum 2'-0" and stake.12. Grading shall be in conformance with all local codes and ordinances. Swales shall be a minimum offour (4) feet from all structures.13. Grades to be constant and uniform between spot elevations.LAYOUT LEGENDDetail NumberSheet NumberXL-XProperty LineCenter LinePhase LineMatch LineExpansion JointSee Architect's DrawingsSee Civil Engineer's DrawingsSee Electrical Engineer's DrawingsPedestrian Scale Pole Light. S.E.D.Fire Hydrant S.C.D.Utility Boxes S.C.D.Below grade utilities as noted. S.C.D.Planter Pots. See Color and Finish ScheduleE.J.S.A.D.S.C.D.S.E.D.AlignBollard Light. S.E.D.Uplight. S.E.D.See Mechanical Engineer's DrawingsS.M.D.See Plumbing Engineer's DrawingsS.P.D.Wall Light. S.E.D.See Color and Finish ScheduleSee Color and Finish ScheduleSee Color and Finish ScheduleSee Color and Finish ScheduleBench. See Color and Finish ScheduleConvenience Outlet, S.E.D. LawnShrubs and Ground CoversConcrete Paving, Type 1Concrete Paving, Type 2Unit Pavers, Type 1 responsible for the repair of any damage to existing construction caused bythe activities of the Contractor or the Contractor's representatives.Protect all existing construction from damage. The Contractor shall be representatives. Any utilities shown on Landscape Drawings are for referencedamage to utilities caused by the activities of the Contractor or the Contractor'swith the work. The Contractor shall be responsible for the repair of any The Contractor is to verify location of all on-site utilities before commencingand coordination purposes only.8.7.All site civil information is based on drawings prepared by:All building information is based on drawings prepared by:Layout Plans, Landscape Construction Details, in the Specifications, or as field Walk scoring, expansion joints and paving shall be located as indicated on thewalk, property line, or centerline of column unless otherwise noted on the Dimensions shown are from the face of building wall, face of curb, edge ofAll written dimensions supersede all scaled distances and dimensions. Contractor's representatives during their activities shall be repaired at no costmembranes from damage. Any damage caused by the Contractor or the Contractor to take all necessary precautions to protect buildings and waterproofany discrepancies to the attention of the Landscape Architect for a decisionThe Contractor shall verify all distances and dimensions in the field and bring6.LAYOUT NOTESadjusted under the direction of the Landscape Architects.before proceeding with the work.drawings.to the Owner.4.5.3.2.1.Devcon Construction Incorporated690 Gibraltar DriveMilpitas, CA 95035408.952.8200415.930.7900San Jose, CA 951121730 N. First Street, Suite 600BKF EngineersExpansion joints shall be located no less than 16' o.c. nor greater than 20' o.c.Specifications, or as field adjusted under the direction of the Landscape Architect.and/or as indicated on the Layout Plans, Landscape Construction Details, in9.SHEET INDEXL-1.1 Layout Notes, Legends andColor and Finish ScheduleL-1.2 Planting Notes and LegendsL-2.1 Layout PlanL-4.1 Planting PlanSYMBOL KEYSPEC DIMENSIONS NOTES / QUANTITY Paving Item TitleConcrete Paving, Type 1COLOR AND FINISH SCHEDULECOLOR / FINISH MANUFACTURER Natural Gray Concrete PavingWith light broom finishP1SHOP DWGS IMAGE SUBMITTALFurniture Item TitlePlanter Pot - Dune SeriesDS-3838" Height38" Diameter23" BaseColor: SandstoneKornegay Design:602.252.6323www.kornegaydesign.comF1LightingConcrete Paving, Type 2Integral Color: Match ExistingP2P3P5Bench:Match ExistingF2Pedestrian Scale Pole Light:Match ExistingTowne Commons - ALN445Color/Finish: BlackL1Davis Colors323.265.8323www.daviscolors.comBasalite209.833.3670www.basalite.comPedestrian Unit Pavers:Basalite Permeable MissionPattern: Herringbone4"x8"x8cm thickColor: PositanoArchitectural Area Lighting:864.678.1000www.hubbell.com/architecturalarealightingXXXXXXXConcrete Paving, Type 3Integral Color: Spanish GoldDavis Colors323.265.8323www.daviscolors.comL-6.1 Construction DetailsL-7.1 Tree Disposition PlanL-7.2 Tree Disposition Plan
DATE:DRAWN:CHECKED:JOB NO.ISSUE:THIS DRAWING EMBODIES IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND SPECIFICATIONSWHICH ARE PROPRIETARY TO DEVCON CONSTRUCTION INC.. AND WHICH WERE DESIGNED,CREATED, EVOLVED AND DEVELOPED FOR USE SOLELY IN CONNECTION WITH THESPECIFIED PROJECT. NO TRANSFER OF ANY RIGHTS THERETO IS INTENDED OR EFFECTED BYDELIVERY HEREOF, AND EXCEPT UPON THE WRITTEN PERMISSION OF DEVCONCONSTRUCTION INC.. THE DRAWING IS NOT TO BE DISCLOSED TO OTHERS, REPRODUCEDOR COPIED IN WHOLE OR IN PART, OR USED IN THE FABRICATION OR CONSTRUCTION OFBUILDINGS, STRUCTURES, FOUNDATIONS, OR ANY PORTIONS THEREOF, FOR OTHER THANTHE SPECIFIED PROJECT.GENERAL NOTES:CONTRACTOR SHALL FIELD VERIFY ALL JOB CONDITIONS AND DIMENSIONS. VARIATIONSTHEREOF FROM THE DRAWINGS MUST BE REPORTED TO THE ARCHITECT. DETAILSINDICATED ON THE DRAWINGS ARE REPRESENTATIVE AND TYPICAL. ALL ATTACHMENTSAND CONNECTIONS SHALL CONFORM TO BEST PRACTICE AND SHALL BE THECONTRACTOR'S RESPONSIBILITY.OF SHEETSSHEET NO.NO.DATEDESCRIPTIONBYREVISIONSCONSTRUCTIONINCORPORATED690 Gibraltar DriveMilpitas, California 95035(408)942-8200 Lic. #399163CheckerAuthor6/17/2422-079Project StatusMercy High School2750 Adeline Drive | Burlingame, CA 940103/16/23Planning Review Comments 11THEINC.GuzzardoPartnership,Landscape ArchitectsLand PlannersPier 9, The Embarcadero, Suite 115San Francisco, CA 94111www.tgp-inc.com9/15/23Planning Review Comments 2211/15/2350% CD312/20/23Bid Set32/22/24Planning Review Comments 345/13/24Planning Review Comments 456/17/24Planning Review Comments 56L1.2Landscape PlantingNotes and LegendsPLANTING NOTES1. All work shall be performed by persons familiar with planting work and under supervisions of a qualifiedplanting foreman.2. Plant material locations shown are diagrammatic and may be subject to change in the field by theLandscape Architect before the maintenance period begins.3. All trees are to be staked as shown in the staking diagrams.4. All tree stakes shall be cut 6" above tree ties after stakes have been installed to the depth indicated inthe staking diagrams. Single stake all conifers per tree staking diagram.5. Plant locations are to be adjusted in the field as necessary to screen utilities but not to block windowsnor impede access. The Landscape Architect reserves the right to make minor adjustments in treelocations after planting at no cost to the Owner. All planting located adjacent to signs shall be fieldadjusted so as not to interfere with visibility of the signs.6. The Landscape Architect reserves the right to make substitutions, additions, and deletions in theplanting scheme as felt necessary while work is in progress. Such changes are to be accompanied byequitable adjustments in the contract price if/when necessary and subject to the Owner's approval.7. The contractor is to secure all vines to walls and columns with approved fasteners, allowing for two (2)years growth. Submit sample of fastener to Landscape Architect for review prior to ordering.8. All planting areas, except lawns and storm water treatment zones (as defined by the civil engineer),shall be top-dressed with a 3" layer of recycled wood mulch, "Colored Wood Chip" by Vision Recycling(510.429.1300; www.visionrecycling.com) or approved equal. Planter pots shall be top-dressed with"Colored Lumber Fines" mulch by Vision Recycling. Mulch shall be DARK BROWN in color. Submitsample to Landscape Architect for review prior to ordering. Hold all mulch six (6) inches from all plantswhere mulch is applied over the rootball.9. All street trees to be installed in accordance with the standards and specifications of the City ofBurlingame. Contractor to contact the city arborist to confirm plant type, plant size (at installation),installation detailing and locations prior to proceeding with installation of street trees. Contractor is toobtain street tree planting permit from the city, if a permit is required, prior to installation of street trees.Contractor is to consult with the Landscape Architect during this process.10. Seasonal color is to be current and locally available. Plant material is to be selected by the LandscapeArchitect from a list of currently available stock provided by the Landscape Contractor prior toinstallation. Seasonal color to be 4" pots at 12" o.c. unless otherwise noted.11. The lawn shall be sod or seeded (as noted) and consist of a drought tolerant hard fescue blend such asPacific Sod "Medallion Dwarf with Bonsai", installed per manufacturer's recommendations andspecifications. The mix shall consist of the following proportions of grass species: 100% Bonsai DoubleDwarf fescue. Available through: Pacific Sod 800.542.763312. Trees planted in lawn areas shall have a 12" diameter cutout for trimming purposes.13. Plants shall be installed to anticipate settlement. See Tree and Shrub Planting Details.14. All trees noted with 'deep root' and those planted within 5'-0" of concrete paving, curbs, and walls shallhave deep root barriers installed per manufacturer's specifications. See specifications and details formaterials, depth of material, and location of installation.15. The Landscape Contractor shall arrange with a nursery to secure plant material noted on the drawingsand have those plants available for review by the Owner and Landscape Architect within thirty (30) daysof award of contract. The Contractor shall purchase the material and have it segregated and grown forthe job upon approval of the plant material. The deposit necessary for such contract growing is to beborn by the Contractor.16. The project has been designed to make efficient use of water through the use of drought tolerant plantmaterials. Deep rooting shall be encouraged by deep watering plant material as a part of normallandscape maintenance. The irrigation for all planting shall be limited to the amount required tomaintain adequate plant health and growth. Water usage should be decreased as plants mature andbecome established. The irrigation controllers shall be adjusted as necessary to reflect changes inweather and plant requirements.17. The Landscape Contractor shall verify the location of underground utilities and bring any conflicts withplant material locations to the attention of the Landscape Architect for a decision before proceeding withthe work. Any utilities shown on the Landscape drawings are for reference and coordination purposesonly. See Civil Drawings.18. The design intent of the planting plan is to establish an immediate and attractive mature landscapeappearance. Future plant growth will necessitate trimming, shaping and, in some cases, removal oftrees and shrubs as an on-going maintenance procedure.19. Install all plants per plan locations and per patterns shown on the plans. Install all shrubs to ensure thatanticipated, maintained plant size is at least 2'-0" from the face of building(s) unless shown otherwise onthe plans. Refer to Plant Spacing Diagram for plant masses indicated in a diagrammatic manner on theplans. Refer to Plant Spacing Diagram for spacing of formal hedge rows.20. Contractor to provide one (1) Reference Planting Area for review by Landscape Architect prior toinstallation of the project planting. The Reference Planting Area shall consist of a representative portionof the site of not less than 900 (nine hundred) square feet. Contractor to set out plants, in containers, inthe locations and patterns shown on the plans, for field review by the Landscape Architect. TheReference Planting Area will be used as a guide for the remaining plant installation.21. The Maintenance Period(s) shall be for 60 (sixty) days. Portions of the installed landscape of a projectmay be placed on a maintenance period prior to the completion of the project at the Owner's requestand with the Owner's concurrence.22. Contractor to verify drainage of all tree planting pits. See Planting Specifications. Install drainage wellper specifications and Tree Planting Detail(s) if the tree planting pit does not drain at a rate to meet thespecifications.23. Contractor shall remove all plant and bar code labels from all installed plants and landscape materialsprior to arranging a site visit by the Landscape Architect.24. VersiCell drainage board or approved equal is to be installed in all on-structure planters and all pre-castplanters/pots as shown in the drawings. Material available through: TourneSol SiteWorks, Union City,CA 800.542.2282. Allow at least 4 weeks lead time for ordering product. All VersiCell board shall becompleted covered with filter fabric as shown in the drawings and per manufacturer's specifications.25. All tree rootballs shall be irrigated by water jet during the sixty (60) day maintenance period establishedby specifications. This irrigation shall occur each time normal irrigation is scheduled.26. The Landscape Contractor shall, as a part of this bid, provide for a planting allowance for the amount of$10,000.000 (Ten Thousand Dollars) to be used for supplying and installing additional plant material asdirected by the Landscape Architect and approved by the Owner in writing. The unused portion of thealllowance shall be returned to the Owner at the beginning of the maintenance period.LANDSCAPE BIDDING NOTESTHE FOLLOWING NOTES ARE FOR BIDDING PURPOSES ONLY, SUBJECT TO SITE SOIL TESTRECOMMENDATIONS IN NOTES #7.1. The contractor is required to submit plant quantities and unit prices for all plant materials as a part ofthe bid.2. Assume 15 gallon plant for any un-labelled or un-sized tree; 5 gallon plant for any un-labelled orun-sized shrub; and 1 gallon @ 18" o.c. for any un-labelled ground cover.3. Assume 5 gallon plant size at 36" o.c. for all planting beds not provided with planting callouts or plantinginformation.4. The planting areas on grade shall be ripped to a depth of 8" to reduce compaction. The nativesubgrade soil shall be treated with 100 lbs of gypsum/1000 sf and leached to improve drainage andreduce the soil interface barrier. Contractor shall coordinate this work with other trades. This is subjectto the final recommendations of the soils test (see below) and review by the Landscape Architect andthe Owner.5. All planting areas on grade are to receive Vision Comp OMRI Listed Compost by Vision Recycling,(510) 429-1300, or approved equal, at the rate of 6 cubic yards/1000 square feet, evenly tilled 6" deepinto the soil to finish grade. All planting areas shall have 6-20-20 Commercial Fertilizer at 25lbs/1000square feet evenly distributed into the soil. This is subject to the final recommendations and review ofthe soils test (see below) by the Landscape Architect and the Owner.6. Planting pits are to be backfilled with a mixture of 50% native soil and 50% amended native soil pernote #5 above.7. The General Contractor is to provide an agricultural suitability analysis for representative samples ofon-site rough graded soil and any imported topsoil. Recommendations for amendments contained inthis analysis are to be carried out before planting occurs. Such changes are to be accompanied byequitable adjustments in the contract price if/when necessary. See specifications for testing procedure.8. The Maintenance Period(s) shall be for 60 (sixty) days. Portions of the installed landscape of a projectmay be placed on a maintenance period prior to the completion of the project at the Owner's requestand with the Owner's concurrence.9. For built in place planters on structure, use imported regular weight soil mix.10. For planter pots, use lightweight soil mix.11. See civil drawings for imported storm water treatment area soil. Contractor to provide agriculturalsuitability analysis of the soil with amendment recommendations to the Landscape Architect for review.given area and spacing between shrub massings. Where shrub massingschart is to be used to determine number of ground cover required in aSee Plant Spacing Diagram for maximum triangular spacing 'A'. ThisPlant Key (See Plant List)Quantity (or See Spacing Comments)PLANT CALLOUT SYMBOLeach other as in all ground cover plantings and massedDiagram for use when plants are spaced equidistant fromshrub plantingsPlant LocationPLANT QUANTITY DIAGRAMPLANT SPACING DIAGRAMAdjacent Curb, Sidewalk,Planting Bed or Wall,where occurs.* Where curb, sidewalk, adjacent planting bed or wall condition occurs, utilize spacing 'C' to determine plant distance from wall, sidewalk, adjacentplanting bed or back of curb, where C=1/2 B.are shown, calculate shrub mass areas before utilizing spacing chart todetermine plant quantities.Tree drip zone areas shall be protected with a 5' high chain link fence enclosuremounted on 2 inch diameter galvanized iron posts driven into the ground to adepth of at least 2 feet at no more than 10 foot spacing. The fence shallenclose the entire area under the dripline. Spray paint the top of thefence with bright orange paint before unrolling the fabric to ensure visibilityNo materials or topsoil shall be stored within the tree enclosure area.No trenching within enclosure shall be permitted. Any tree roots encounteredoutside of the enclosure smaller than 2" shall be cut clean with the approved tree pruning tools and sealed with an approved fungicidal tree sealant. Tree roots 2" or larger shall not be cut. Route pipes into alternate location to avoid conflict. Any damaged or torn roots are to be root pruned and sealed with 4.5.3.TREE PROTECTION/PRUNING NOTESAll trees designated to be preserved shall be verified by the ProjectSuperintendent. This shall occur prior to the removal of any trees on-site.No grading or trenching shall be permitted within the fenced zone or under No soil sterilants shall be applied under pavement near existing trees.Fertilizer and water soil injections must be done during April-May of the yearof construction as well as the year after. These shall consist of Miller Nutrileaf 20-20-20 or equal at 5.5 pounds per 100 gallons of water or equivalent, or as recommended by the Arborist. This shall be applied to a depth of at least 18" and at a 20 degree angle toward the tree trunk at a rate of 10 gallons per inch of tree caliper.8.7.6.tion impacts in the same manner as existing on-site trees to be preserved.Neighboring trees overhanging the site should be protected from site construc-2.begins and remain in place until time for relocation.to be stored within this enclosed area. Fence shall be erected before constructionof the barrier. In no case shall any vehicles or equipment be permittedI.S.A. Certified Arborist or Tree Worker must be present at all times during the current Tree Pruning Guidelines (International Society of Arboriculture). An encourage the preservation of tree structure and health, in accordance with C. All Specified tree work shall be designed to promote practices which Practices for Tree Care Operations outlined in the ANSII A300-1995 and B. All work on protected trees shall be in accordance with the industry StandardA. All specifications for working on protected trees shall be written and admin-Tree Pruning Notes. All trees shall be pruned in compliance with the following activities, particularly as trees are impacted by trenching/grading operations.Periodic inspections by a qualified Arborist are recommended during construction pressure, avoiding runoff/puddling, allowing the needed moisture to penetrate hose. When using 'soaker' or permeable hose, water is to be run at low Irrigation can be provide by means of a soil needle, 'soaker' or permeable proximately firteen gallons of water for each inch in trunk diameter.to be applied at or above the 'dripline' in an amount sufficient to supply ap-three to four weeks) during the period in May 1 through Oct. 31. Irrigation is A supplemental irrigation program is recommended at regular intervals (every Above ground surface runoff shall not be directed into the tree canopy areapruning operations.the soil to feeder root depths.ANSI33-1994.istered by a qualified arborist.industry standards:from adjacent areas.13.12.11.10.9.Any recommendations by the Arborist for maintaining the health of trees are tobe implemented.orange shellac.the dripline except as specifically noted on the plans.ContainerDepth PlusOne Foot2x ContainerWidth6"typShrub Planting DetailNTSPlant Crown 1" Above Grade for 5 Gal Shrubs and 2" AboveGrade for 15 Gal or Larger Shrubs for Settlement3" layer of bark mulch, 6" clear of stem2" High Watering Basin at Groundcover AreasOnlyFinished grade (top of mulch)Rootball Centered in Pit.Plant Fertilizer Tablets Installed Per Manufacturer'sInstructions And The SpecificationsBackfill Mix - See Planting NotesWater-Settled Native Soil, Prior to Installing Plant 2x ContainerWidth6"
6'-6"
6"
ContainerDepth Plus
One FootTree Staking DiagramNTSNOTES:·Trees in lawn shall not have sod or seed placed overthe rootball.·Hold all mulch 6" (six inches) from trunk of tree wheremulch is applied over rootball.Cut Stakes So That Stake Does Not Intrude Into TreeCanopy2" Untreated Lodge Pole Pine Stake - 2 per tree"Gro-Strait" Rubber and Wire Tree Tie or ApprovedEqual. Provide two (2) Per Tree4" Ø perforated PVC aeration tube wrapped in filterfabric. 3' deep with black slotted cap. Cap availablethrough NDS, 800.726.19943" high watering basin. Ground-cover areas onlyFinished Grade (Top of Mulch)Rootball with Nursery Container Removed. Top ofRootball to be 1-1/2" Above Finished GradePlant fertilizer tablets installed per manufacturer'sinstructions and specificationsBackfill Mix - See Planting NotesWater-Settled Native Soil6"12
DNDNDNDNDNDN131WHDN113 SEATS102 SEATS102 SEATSTYPTYPDATE:DRAWN:CHECKED:JOB NO.ISSUE:THIS DRAWING EMBODIES IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND SPECIFICATIONSWHICH ARE PROPRIETARY TO DEVCON CONSTRUCTION INC.. AND WHICH WERE DESIGNED,CREATED, EVOLVED AND DEVELOPED FOR USE SOLELY IN CONNECTION WITH THESPECIFIED PROJECT. NO TRANSFER OF ANY RIGHTS THERETO IS INTENDED OR EFFECTED BYDELIVERY HEREOF, AND EXCEPT UPON THE WRITTEN PERMISSION OF DEVCONCONSTRUCTION INC.. THE DRAWING IS NOT TO BE DISCLOSED TO OTHERS, REPRODUCEDOR COPIED IN WHOLE OR IN PART, OR USED IN THE FABRICATION OR CONSTRUCTION OFBUILDINGS, STRUCTURES, FOUNDATIONS, OR ANY PORTIONS THEREOF, FOR OTHER THANTHE SPECIFIED PROJECT.GENERAL NOTES:CONTRACTOR SHALL FIELD VERIFY ALL JOB CONDITIONS AND DIMENSIONS. VARIATIONSTHEREOF FROM THE DRAWINGS MUST BE REPORTED TO THE ARCHITECT. DETAILSINDICATED ON THE DRAWINGS ARE REPRESENTATIVE AND TYPICAL. ALL ATTACHMENTSAND CONNECTIONS SHALL CONFORM TO BEST PRACTICE AND SHALL BE THECONTRACTOR'S RESPONSIBILITY.OF SHEETSSHEET NO.NO.DATEDESCRIPTIONBYREVISIONSCONSTRUCTIONINCORPORATED690 Gibraltar DriveMilpitas, California 95035(408)942-8200 Lic. #399163CheckerAuthor6/17/2422-079Project StatusMercy High School2750 Adeline Drive | Burlingame, CA 940103/16/23Planning Review Comments 11THEINC.GuzzardoPartnership,Landscape ArchitectsLand PlannersPier 9, The Embarcadero, Suite 115San Francisco, CA 94111www.tgp-inc.com9/15/23Planning Review Comments 2211/15/2350% CD312/20/23Bid Set32/22/24Planning Review Comments 345/13/24Planning Review Comments 456/17/24Planning Review Comments 56L2.1Landscape Layout PlanLANDSCAPE NOTATION LEGENDP2Concrete Paving, Type 1, S.C.F.S.PAVINGGRAPHICKEYDESCRIPTIONDETAILPermeable Pedestrian Pavers, S.C.F.S.FURNITUREGRAPHICKEYDESCRIPTIONDETAILF1F2Bench, S.C.F.S.P3Concrete Paving, Type 2, S.C.F.S.Planter Pot, Type 1, S.C.F.S.LIGHTSGRAPHICKEYDESCRIPTIONDETAILL1P53L6.1P11L6.11L6.11L6.1Pedestrian Scale Pole Light Type 1, S.C.F.S.,S.E.D.F3Pool Fence and Gate5/6L6.1Concrete Paving, Type 3, S.C.F.S.2L6.14L6.1P4Concrete Paving, Type 2, S.C.F.S.Slab on Grade, See Structural Drawings for DetailF4Vehicular Gate with Knox Box7L6.1P4L1P4F1F2P4F2L1Limit of WorkLimit of WorkLimit of Work
Limit of Work
P10'SCALE: 1" = 20'-0"10' 20'40'NESWBuilding MountedLighting, S.A.D., Typ.Building MountedLighting, S.A.D., Typ.P3F1P2L1P3F2F1F2F3Kohl MansionClassroom WingGrassili CenterA
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Top of Fence and Gateto be 5'-2" min. aboveadjacent paving grade.Rake fence.Top of Fence and Gateto be 5'-2" min. aboveadjacent paving grade.Rake fence.Light Pole to be In-Linewith Fence, 1" gapbetween Light Poleand Fence Posts, Typ.Top of Fence and Gateto be 5'-2" min. aboveadjacent paving grade.Rake fence.P4P4Limit of WorkLimit of WorkF4
DNDNDNDNDNDN131WHDN113 SEATS102 SEATS102 SEATSTYPTYPDATE:DRAWN:CHECKED:JOB NO.ISSUE:THIS DRAWING EMBODIES IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND SPECIFICATIONSWHICH ARE PROPRIETARY TO DEVCON CONSTRUCTION INC.. AND WHICH WERE DESIGNED,CREATED, EVOLVED AND DEVELOPED FOR USE SOLELY IN CONNECTION WITH THESPECIFIED PROJECT. NO TRANSFER OF ANY RIGHTS THERETO IS INTENDED OR EFFECTED BYDELIVERY HEREOF, AND EXCEPT UPON THE WRITTEN PERMISSION OF DEVCONCONSTRUCTION INC.. THE DRAWING IS NOT TO BE DISCLOSED TO OTHERS, REPRODUCEDOR COPIED IN WHOLE OR IN PART, OR USED IN THE FABRICATION OR CONSTRUCTION OFBUILDINGS, STRUCTURES, FOUNDATIONS, OR ANY PORTIONS THEREOF, FOR OTHER THANTHE SPECIFIED PROJECT.GENERAL NOTES:CONTRACTOR SHALL FIELD VERIFY ALL JOB CONDITIONS AND DIMENSIONS. VARIATIONSTHEREOF FROM THE DRAWINGS MUST BE REPORTED TO THE ARCHITECT. DETAILSINDICATED ON THE DRAWINGS ARE REPRESENTATIVE AND TYPICAL. ALL ATTACHMENTSAND CONNECTIONS SHALL CONFORM TO BEST PRACTICE AND SHALL BE THECONTRACTOR'S RESPONSIBILITY.OF SHEETSSHEET NO.NO.DATEDESCRIPTIONBYREVISIONSCONSTRUCTIONINCORPORATED690 Gibraltar DriveMilpitas, California 95035(408)942-8200 Lic. #399163CheckerAuthor6/17/2422-079Project StatusMercy High School2750 Adeline Drive | Burlingame, CA 940103/16/23Planning Review Comments 11THEINC.GuzzardoPartnership,Landscape ArchitectsLand PlannersPier 9, The Embarcadero, Suite 115San Francisco, CA 94111www.tgp-inc.com9/15/23Planning Review Comments 2211/15/2350% CD312/20/23Bid Set32/22/24Planning Review Comments 345/13/24Planning Review Comments 456/17/24Planning Review Comments 56L4.1Landscape Planting PlanLimit of WorkLimit of WorkLimit of WorkLimit of Work0'SCALE: 1" = 20'-0"10' 20'40'NESWKEY BOTANICAL NAMECOMMON NAMESHRUBSSPACINGSIZEWUCOLSKEY BOTANICAL NAMECOMMON NAMETREESSIZEWUCOLSGIN BIL Gingko bilobaMaiden Hair TreeMSee PlanGROUNDCOVERSKEYBOTANICAL NAMECOMMON NAMESPACINGSIZEWUCOLSLysimachia nummulariaCreeping Jenny18" o.c.1 galMLYNLSLeucadendron 'Safari Sunset'Safari Conebush42" o.c.5 galLQUANTITYPLANT PALETTEMAMahonia aquifolium Oregon Grape Holly30" o.c.5 galLRSRibes sanguineumRed Flowering Currant60" o.c.5 galLYesYesCANATIVECANATIVECANATIVEACCENT SHRUBS, GRASSES AND PERENNIALSKEYBOTANICAL NAMECOMMON NAMESPACINGSIZECOB Cordyline banksii 'Electric Pink'Cordyline Electric PinkWUCOLSL36" o.c.5 galLCAD Carex divulsaBerkeley SedgeL24" o.c.2 galJUP Juncus patens 'Elk Blue'California Grey RushL24" o.c.5 galLOLLomandra longifolia 'Platinum Beauty'Variegated Dwarf Mat Rush36" o.c. 5 galLPOMPolystichum munitumWestern Sword Fern 24" o.c.5 galLMUHMuhlenbergia RigensDeer Grass48" o.c.5 galYesYesYesCANATIVEMAG GRA Magnolia grandiflora 'St Mary'St. Mary MagnoliaMSee PlanQUE AGRQuercus agrifoliaCoast Live OakLSee PlanAES CAL Aesculus californicaCalifornia BuckeyeLSee PlanYYLotus maculatus 'New Gold Flash'Gold Flash Lotus18" o.c.1 galLLOMLMAHCreeping Mahonia48" o.c.5 galFAJ Fatsia japonica 'Spiders Web'Japanese Aralia 'Spiders Web'M36" o.c.5 galHEU Heuchera spp.Coral BellsM24" o.c.2 galYesBUS Buxus sempervirensBoxwoodM30" o.c.5 galCHT Chondropetalum TectorumCape RushL30" o.c.5 galMahonia repens YesHAK Hakonechloa macra 'Aureola'Japanese Forest GrassM24" o.c.5 galANHAnemone x hybrida 'Honorine Jobert'Japanese AnemoneM24" o.c.5 gal2511220 Total2GIN BIL24" BOXLimit of WorkTurf Grass Replacement,as Needed, Typ.Turf Grass Replacement,as Needed, Typ.Existing Plaza to RemainKohl MansionClassroom WingGrassili CenterA
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DATE:DRAWN:CHECKED:JOB NO.ISSUE:THIS DRAWING EMBODIES IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND SPECIFICATIONSWHICH ARE PROPRIETARY TO DEVCON CONSTRUCTION INC.. AND WHICH WERE DESIGNED,CREATED, EVOLVED AND DEVELOPED FOR USE SOLELY IN CONNECTION WITH THESPECIFIED PROJECT. NO TRANSFER OF ANY RIGHTS THERETO IS INTENDED OR EFFECTED BYDELIVERY HEREOF, AND EXCEPT UPON THE WRITTEN PERMISSION OF DEVCONCONSTRUCTION INC.. THE DRAWING IS NOT TO BE DISCLOSED TO OTHERS, REPRODUCEDOR COPIED IN WHOLE OR IN PART, OR USED IN THE FABRICATION OR CONSTRUCTION OFBUILDINGS, STRUCTURES, FOUNDATIONS, OR ANY PORTIONS THEREOF, FOR OTHER THANTHE SPECIFIED PROJECT.GENERAL NOTES:CONTRACTOR SHALL FIELD VERIFY ALL JOB CONDITIONS AND DIMENSIONS. VARIATIONSTHEREOF FROM THE DRAWINGS MUST BE REPORTED TO THE ARCHITECT. DETAILSINDICATED ON THE DRAWINGS ARE REPRESENTATIVE AND TYPICAL. ALL ATTACHMENTSAND CONNECTIONS SHALL CONFORM TO BEST PRACTICE AND SHALL BE THECONTRACTOR'S RESPONSIBILITY.OF SHEETSSHEET NO.NO.DATEDESCRIPTIONBYREVISIONSCONSTRUCTIONINCORPORATED690 Gibraltar DriveMilpitas, California 95035(408)942-8200 Lic. #399163CheckerAuthor6/17/2422-079Project StatusMercy High School2750 Adeline Drive | Burlingame, CA 940103/16/23Planning Review Comments 11THEINC.GuzzardoPartnership,Landscape ArchitectsLand PlannersPier 9, The Embarcadero, Suite 115San Francisco, CA 94111www.tgp-inc.com9/15/23Planning Review Comments 2211/15/2350% CD312/20/23Bid Set32/22/24Planning Review Comments 345/13/24Planning Review Comments 456/17/24Planning Review Comments 56L6.1Landscape ConstructionDetails#4 at 18" O.C., both ways, center in pour5"Pedestrian Concrete PavingScale: 1" = 1'-0"3/16" Wide by 1-1/4" Deep Score Joint at 7'-0" o.c. max.or as shown on DrawingsExpansion Joint. For Natural Grey Concrete use 1/2" WideFiberous Asphaltic material For Integral Color Concrete use 1/2"Homex, Non-Asphaltic Joint w/Polysulfide Bead over. Color toMatch adjacent pedestrian concrete paving. Homex by Homasote,Trenton, N.J. 609.883.3300. All Joints to occur at 20'-0" o.c. max.,at Material Interfaces, and as shown on DrawingsConcrete Paving. See Layout Plans and Color and FinishSchedule for finishes and colors.Compacted Base per Geotechnical Report.135Metal Pool FenceScale: 1/2" = 1'-0"6' max.5'-2"1.5" Square tube steel top and bottom rail.2"
max.
clr.5/8" sq. tube steel pickets centered on rails.1.5" Square tube steel posts with sealed top.4"max.LCLCLCLC1.5"1.5"Concrete Band Below Fence, Typ.NOTES1. Contractor to submit complete shop drawings to LandscapeArchitect for review prior to construction2. Welded Steel Construction, 1/4" weld min. Grind all weldssmooth. Welds between all members to be continuous on all(4) sides.3. Paint all exposed metal work except hardware with w/(2)coats of rust inhibiting pimer and (1) coat finish paint, suitablefor use in exterior situations where freeze/thaw cycles occur.Color to be Black. No coating or paint at weld locations.Repair coating or finishes after welding as needed.5. Detail reviewed by IMEG Structural Engineers on 12/7/2023.Subgrade Compacted per Geotechnical Report.Concrete Footing, 18" dia x 5' depth min. w/ (4) #8 vert & #4 ties @ 6" OC.3'-6"
2"
5' Min at Pool
Finish GradePool SideProject Side2" Clr
1/2"SectionScale: 1" = 1'-0"Scale: 1/2" = 1'-0"Elevation Project Side1'-6"min.1'-6"min.5L6.14'3'-6"Metal Pool GateScale as NotedNOTES1. Contractor to submit complete shop drawings to LandscapeArchitect for review prior to construction2. Welded Steel Construction. Grind all welds smooth. Weldsbetween all members to be continuous on all (4) sides.3. Paint all exposed metal work except hardware with with (2)coats of rust-inhibiting primer and (1) coat finish paint, suitablefor use in exterior situations where freeze/thaw cycles occur.S.C.F.S. for color.4. Provide self-closing hinges on each leaf of gate5. Detail reviewed by IMEG Structural Engineers on 12/7/2023.Decorative Perforated Panel to MatchArchitecture, Extend Panel at least 1'-6" beyondstrike edge and hinge side of gate.1/8" Thick Steel Plate Enclosure for Panic Bar Hardware. Weldedconstruction, Top and Sides.Project Side Gate Hardware. Lever type handle w/keyed access.Self-latching. Hardware to comply w/applicable Federal ADAGuidelines, State of CA and City of Sunnyvale Guidelines.Patio Side Gate Hardware. Panic Bar style. (American Device 4500Series, Verify. Sized to fit gate size (36" or 48" width).Welded Wire Mesh, 2 mesh/inch, .063" wire Ø. Weld to pool side ofpickets. Openings of wire mesh to be no greater than 1/2".5' Min at Pool
10"2"x2" Tube Steel Gate Frame5/8" Square Tube Steel Gate PicketsFence Post beyond1/8" Galvanized Steel Plate, with smooth anduninterrupted surface. Weld to face of frames2"x2" Tube Steel Gate FramePanic Bar Assembly beyondMetal Pool Fence1/8" Galvanized Steel Plate, with smooth anduninterrupted surface. Weld to face of framesConcrete Band Below Fence, Typ.Concrete Footing, 18" dia x 5' depth min. w/(4) #8 vert & #4 ties @ 6" OC.Subgrade Compacted perGeotechnical ReportCL panic
hardware/
gate latch 10"
2"6Planter Pot on Pavingscale: 3/4" = 1'-0"3"1-1/2"1-1/2"2" O.D. PVC Pipe with Flange attached to pot.Pipe to Extend 1-1/2" into Pipe Cast intoPavement.Paving Material, See Layout Plan for Condition3" Diameter PVC Drain Pipe, S.C.D.Lightweight Soil Mix, See Planting Notes and LegendsPlanter Pot. S.C.F.S.Irrigation Lateral to Enter Pot. See Irrigation Drawings.Drill Separate Hole in Pot for Irrigation LineVersiCell Drainage Board, 2" Thick, Covered withMirafi 140N Filter Fabric, Glued to Walls. Availablethrough Tournesol Siteworks 800.542.2282.Paving Material, See Layout Plan for Condition3" Diameter PVC Drain Pipe, Cut Flush with Paving.Slope to Drain, 1% min. Connect to Drywell.Root Barrier, Lap Vertically 1',See Waterproofing Consultant for SpecificationDrywell, See Layout Plan for Location. 3/4" Diameter, Crushed,Clean Drain Rock, Wrapped in Mirafi 140N Filter FabricPlanting Area, with 3" Mulch, Typ.4'18" diaBench on ConcreteScale:1"=1'-0"6" Min.,See Layout Plan1L6.1Pedestrian Concrete Paving, Type 2, S.C.F.S.Bench, S.C.F.S., Anchor bench to concreteper manufacturer's specifications.Adjacent Paving, See Layout Plan for TypePermeable Pedestrian PaversScale: 1" = 1'-0"Adjacent Paving, See Layout PlanBedding Course. 1 1/2" to 2" Thick Compacted Bed of 3/8"Clean Crushed Drain Rock.Joint Material to be No. 8 Aggregate. Conform to ASTM D 448or Equivalent of Granite Rock Aromas 1/4x10 Premium Rock.Per ManufacturerPermeable Accent Pavers, S.C.F.S.Install per manufacturer's specifications.4"Ø Perforated Drain Pipe Continuous at Edges. See CivilDrawings for Location.12" min. of 3/4" crushed rock compacted to 90% relativecompactionSub-grade Compacted to 90% Per Geotechnical ReportNOTE: Detail reviewed by BFK Civil Engineerson 11/15/2023 and Cornerstone Earth GroupGeotechnical Engineers on 12/6/2023.Adjacent Planting, See Layout PlanConcrete Band w/ (2) #3 Rebar, continuous, as shown. Scoring andExpansions joints as shown on drawings or as established byspecifications. Tool edges w/ 1/4" radius. Type 1 Concrete, S.C.F.S.Compacted base per Geotechnical Report1'4"24EVA Paving, S.C,D,Tube steel gate frame Concrete Footing, S.S.D. Typ.NOTES:Automatic Vehicular Swing GateScale: 3/8" = 1'-0"Elevation (Project Side)1. Detail for design intent only. A&D Automatic Gate to provide specifications andshop drawings for swinging gate elements. Vehicular gates should be wire toopen together.2. Contractor to provide complete shop drawings to Landscape Architect for reviewprior to construction.3. Paint all exposed metal except hardware w/ (2) coats of rust inhibiting primerand (1) coat finish paint. Paint to match adjacent architectural metal work. Paintto be suitable for use in exterior situations where freeze/thaw cycles occur.Concrete Curb, S.C.D.5/8"x5/8" Tube Steel Pickets center on rails w/Decorative perforated metal gate panel-Pattern to be Windsor, by McNichols Weld toproject side of pickets Weld a bead aroundframe and grind smooth.Steel pickets centeredon frame(3) Heavy duty Hinges, EQ space each gate panelKnot Box 3200, Install per ManufacturerSee Plan for Adjacent Condition7
DNDNDNDNDNDN131WHDN113 SEATS102 SEATS102 SEATSTYPTYP#429#438#433#389#572#540#595#430#534#554#436#395#394#382#383#418#419#364#375#381#590#592#605#608#601#386#385#384#589#591#390#391#392#435#434#431#432#577#576#578#579#573#575#536#535#532#533#553#526#525#439#440#568#565#570#571#552#558#594#593#428#602#556#374#596#597#417#422#421#424#426#425#420#416#415#414#412#411#396#397#398#399#388#387#380#378#379#377#376#588#587#606#574#569#564#567#566#557#555#538#537#603#560#561#559#562#563#541#542#545#550#549#547#546#548#544#531#530#529#528#527#523#524#521#522#520#437#427#362#359#360#361#363#365#366#369#372PreviouslyRemoved#371#370#367#368#607#604DATE:DRAWN:CHECKED:JOB NO.ISSUE:THIS DRAWING EMBODIES IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND SPECIFICATIONSWHICH ARE PROPRIETARY TO DEVCON CONSTRUCTION INC.. AND WHICH WERE DESIGNED,CREATED, EVOLVED AND DEVELOPED FOR USE SOLELY IN CONNECTION WITH THESPECIFIED PROJECT. NO TRANSFER OF ANY RIGHTS THERETO IS INTENDED OR EFFECTED BYDELIVERY HEREOF, AND EXCEPT UPON THE WRITTEN PERMISSION OF DEVCONCONSTRUCTION INC.. THE DRAWING IS NOT TO BE DISCLOSED TO OTHERS, REPRODUCEDOR COPIED IN WHOLE OR IN PART, OR USED IN THE FABRICATION OR CONSTRUCTION OFBUILDINGS, STRUCTURES, FOUNDATIONS, OR ANY PORTIONS THEREOF, FOR OTHER THANTHE SPECIFIED PROJECT.GENERAL NOTES:CONTRACTOR SHALL FIELD VERIFY ALL JOB CONDITIONS AND DIMENSIONS. VARIATIONSTHEREOF FROM THE DRAWINGS MUST BE REPORTED TO THE ARCHITECT. DETAILSINDICATED ON THE DRAWINGS ARE REPRESENTATIVE AND TYPICAL. ALL ATTACHMENTSAND CONNECTIONS SHALL CONFORM TO BEST PRACTICE AND SHALL BE THECONTRACTOR'S RESPONSIBILITY.OF SHEETSSHEET NO.NO.DATEDESCRIPTIONBYREVISIONSCONSTRUCTIONINCORPORATED690 Gibraltar DriveMilpitas, California 95035(408)942-8200 Lic. #399163CheckerAuthor8/26/2422-079Project StatusMercy High School2750 Adeline Drive | Burlingame, CA 94010THEINC.GuzzardoPartnership,Landscape ArchitectsLand PlannersPier 9, The Embarcadero, Suite 115San Francisco, CA 94111www.tgp-inc.comDateRenewal DateSTATEOFCAL
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n
A.BurkeNo.690604.30.2508.26.24L7.1Tree Disposition Plan0'SCALE: 1" = 20'-0"10' 20'40'NESWExisting TreeCanopy Drip LineExisting TreeCanopy Drip LineTree ProtectionFence, per ArboristTree ProtectionFence, per ArboristExisting Plaza to RemainKohl MansionClassroom WingGrassili CenterA
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e PoolTree ProtectionFence, per ArboristMHS PropertySOM PropertyMHS PropertySOM PropertyTREE DISPOSITION LEGEND - MHS PROPERTYExisting Non-Protected TreeIn Burlingame, large trees on private property are protected by City Ordinance. Any tree with acircumference of 48”at a height of 54” above the ground is a Protected Tree.Permits of removal of protected trees shall include replanting conditions with the guidelines:Replacement shall be three (3) fifteen (15) - gallon size, or one 24"-inch box size, or one 36" boxsize landscape tree for each protected tree removed.Existing Non-Protected Tree 2829NOTE: Tree Disposition Plan has been prepared based on the topographic survey provided byCivil Engineer. See Arborist Report prepared by Tony Wayne Wolcott Arborist Consultingdated April 3, 2024 for tree evaluation details.*(1) 24-INCH BOX or (1) 36-INCH BOX IS EQUAL TO (3) 15-GALLON TREESEXISTING TREES TO BE REMOVEDEXISTING TREES TO REMAINTOTAL EXISTING TREES IN STUDY AREAQTYORDINANCE SIZED - 48" OR GREATER CIRC. NON-ORDINANCE SIZED - < 48" CIRC.PROPOSED REPLACEMENT (NEW) TREES - 24" AND 36" BOX* REPLACEMENT REQUIREMENT - 15 GALLON102574545571548REPLACEMENT REQUIREMENT - 24" BOX or 36" BOX1616to be RemovedExisting Protected Tree to be Removed29to RemainExisting Protected Treeto Remain# 00Tree Number per Arborist Report SurveyTree to be Removed Due to Project FootprintTree to be Removed Due to Site Improvements TREE DISPOSITION LEGEND - SOM PROPERTYExisting Non-Protected TreeIn Burlingame, large trees on private property are protected by City Ordinance. Any tree with acircumference of 48”at a height of 54” above the ground is a Protected Tree.Permits of removal of protected trees shall include replanting conditions with the guidelines:Replacement shall be three (3) fifteen (15) - gallon size, or one 24"-inch box size, or one 36" boxsize landscape tree for each protected tree removed.Existing Non-Protected Tree 188NOTE: Tree Disposition Plan has been prepared based on the topographic survey provided byCivil Engineer. See Arborist Report prepared by Tony Wayne Wolcott Arborist Consultingdated April 3, 2024 for tree evaluation details.*(1) 24-INCH BOX or (1) 36-INCH BOX IS EQUAL TO (3) 15-GALLON TREESEXISTING TREES TO BE REMOVEDEXISTING TREES TO REMAINTOTAL EXISTING TREES IN STUDY AREAQTYORDINANCE SIZED - 48" OR GREATER CIRC. NON-ORDINANCE SIZED - < 48" CIRC.PROPOSED REPLACEMENT (NEW) TREES - 24" AND 36" BOX* REPLACEMENT REQUIREMENT - 15 GALLON4028121426512REPLACEMENT REQUIREMENT - 24" BOX or 36" BOX44# 00Tree Number per Arborist Report Surveyto be RemovedExisting Protected Tree to be Removed10to RemainExisting Protected Treeto RemainTree to be Removed Due to Project FootprintTree to be Removed Due to Site Improvements 2601 Adeline Drive2525 Adeline Drive2419 Adeline DriveTree ProtectionFence, per ArboristTree ProtectionFence, per ArboristTree ProtectionFence, per ArboristTree ProtectionFence, per ArboristNOTE: No protected trees areproposed to be removed for theconstruction parking / layout area.DATE:6/17/24NO.DATEDESCRIPTIONBYREVISIONS3/16/23Planning Review Comments 119/15/23Planning Review Comments 2211/15/2350% CD312/20/23Bid Set32/22/24Planning Review Comments 345/13/24Planning Review Comments 456/17/24Planning Review Comments 56
DATE:DRAWN:CHECKED:JOB NO.ISSUE:THIS DRAWING EMBODIES IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND SPECIFICATIONSWHICH ARE PROPRIETARY TO DEVCON CONSTRUCTION INC.. AND WHICH WERE DESIGNED,CREATED, EVOLVED AND DEVELOPED FOR USE SOLELY IN CONNECTION WITH THESPECIFIED PROJECT. NO TRANSFER OF ANY RIGHTS THERETO IS INTENDED OR EFFECTED BYDELIVERY HEREOF, AND EXCEPT UPON THE WRITTEN PERMISSION OF DEVCONCONSTRUCTION INC.. THE DRAWING IS NOT TO BE DISCLOSED TO OTHERS, REPRODUCEDOR COPIED IN WHOLE OR IN PART, OR USED IN THE FABRICATION OR CONSTRUCTION OFBUILDINGS, STRUCTURES, FOUNDATIONS, OR ANY PORTIONS THEREOF, FOR OTHER THANTHE SPECIFIED PROJECT.GENERAL NOTES:CONTRACTOR SHALL FIELD VERIFY ALL JOB CONDITIONS AND DIMENSIONS. VARIATIONSTHEREOF FROM THE DRAWINGS MUST BE REPORTED TO THE ARCHITECT. DETAILSINDICATED ON THE DRAWINGS ARE REPRESENTATIVE AND TYPICAL. ALL ATTACHMENTSAND CONNECTIONS SHALL CONFORM TO BEST PRACTICE AND SHALL BE THECONTRACTOR'S RESPONSIBILITY.OF SHEETSSHEET NO.NO.DATEDESCRIPTIONBYREVISIONSCONSTRUCTIONINCORPORATED690 Gibraltar DriveMilpitas, California 95035(408)942-8200 Lic. #399163CheckerAuthor6/17/2422-079Project StatusMercy High School2750 Adeline Drive | Burlingame, CA 940103/16/23Planning Review Comments 11THEINC.GuzzardoPartnership,Landscape ArchitectsLand PlannersPier 9, The Embarcadero, Suite 115San Francisco, CA 94111www.tgp-inc.com9/15/23Planning Review Comments 2211/15/2350% CD312/20/23Bid Set32/22/24Planning Review Comments 345/13/24Planning Review Comments 456/17/24Planning Review Comments 56L7.2Tree Disposition TablesMERCY HIGH SCHOOL PARCELEXISTING TREES TO REMAINDBH DIA.MARKPROTECTEDSPECIESInchesHealthStructureFormOverall362YesCoast Live Oak27 in3444363YesMonterey Pine35.5 in3444364YesCoast Live Oak24 in3333367YesCoast Live Oak23.5 in3454371YesCoast Live Oakn42 in3333374NoCoast Live Oak9 in3333375YesCoast Live Oak22 in4444376NoBlack Acacia10 in2222377NoCoast Live Oak9 in3333378NoCoast Live Oak13.5 in3333379NoBlack Acacia13 in2222380NoCoast Live Oak7 in2222381YesCoast Live Oak46 in3433382NoCoast Live Oak12 in2222383YesCoast Live Oak43 in2222387YesCoast Live Oak20 in4444389YesCoast Live Oak36 in2222392NoDouglas Fir 14 in2333394YesCoast Live Oak21 in1111395YesCoast Live Oak18.5 in3333396NoCoast Live Oak10 in3333397NoCoast Live Oak8 in2222398NoCoast Live Oak7 in2122399YesCoast Live Oak20 in3333411YesMonterey Pine31 in3333412YesCoast Live Oak37 in2222414NoCoast Live Oak11.5 in1111415NoCoast Live Oak14 in1111416NoCoast Live Oak8 in3233417NoCoast Live Oak9 in1111418NoCoast Live Oak13.5 in3222419YesCoast Live Oak26 in4344420NoCoast Live Oak5 in1111421YesCoast Live Oak18 in3333422YesCoast Live Oak33 in2222424YesCoast Live Oak30 in3333425YesCoast Live Oak21 in2222426YesCoast Live Oak29 in3233428NoCoast Live Oak14 in2222429NoCoast Live Oak 13 in2222430YesMonterey Cypress31 in4544431NoDouglas Fir12.5 in4555433YesCoast Live Oak16.5 in2333438NoCoast Live Oak5.5 in1111558YesCoast Live Oak26 in3333564NoCatalina Cherry11 in4333566NoCoast Live Oak11.5 in3333567NoCoast Live Oak8.5 in2222569NoCoast Live Oak9.5 in3323570YesMonterey Pine49 in3333572YesCoast Live Oak36.5 in3444575YesCoast Live Oak30 in3333597NoCoast Live Oak6 in4323602NoCoast Live Oak12 in4333605YesCoast Live Oak17.5 in4444606YesCoast Live Oak33.5 in4344608YesCoast Live Oak19 in2333Tree Condition (0-5)MERCY HIGH SCHOOL PARCELREMOVAL REQUIRED DUE TO PROJECT FOOTPRINTDBH DIA.MARKPROTECTEDSPECIESInchesHealthStructureFormOverall384NoCoast Live Oak12 in2111385NoCoast Live Oak11 in3333386NoCoast Live Oak10 in2111388YesCoast Live Oak21 in3333390NoCoast Live Oak7.5 in2222391NoCoast Live Oak8 in3222432NoCoast Live Oak15 in4444434NoCoast Live Oak14 in4222435NoCoast Live Oak14 in4333537NoCoast Live Oak9 in4333538NoCoast Live Oak9 in3222587YesCoast Live Oak20 in4444589NoCoast Live Oak12 in4323590NoCoast Live Oak11 in4333591YesCoast Live Oak36 in3222601NoCoast Live Oak14 in2232603NoCoast Live Oak9 in4444REMOVAL REQUIRED DUE TO SITE IMPROVEMENTS359NoCoast Live Oak13 in1222360NoCoast Live Oak13.5 in1222361YesCoast Live Oak24 in1121365YesCoast Live Oak22 in2111366YesCoast Live Oak17 in2111368NoCoast Live Oak14 in2322369YesCoast Live Oak20.5 in1222370YesCoast Live Oak26 in1111427NoCoast Live Oak10 in1111555YesCoast Live Oak19 in4444556YesMonterey Pine38 in1111557No Black Acacia12.5 in1111565NoCoast Live Oak8.5 in2111568YesMonterey Pine43 in1111571YesPeppermint Willow21 in1111573NoCatalina Cherry 8 in0000574NoCatalina Cherry10 in1111576NoMediterranean Oak10 in4444577NoLoquat 8 in3333578NoCoast Live Oak13 in3333579NoCoast Live Oak10.5 in3333588YesCoast Live Oak17 in3333592YesCoast Live Oak 16 in2222593YesCoast Live Oak19 in3333594No Valley Oak14 in4444595YesCoast Live Oak18 in4444596NoCoast Live Oak10.5 in4444604NoLoquat7 in4233Tree Condition (0-5)SISTERS OF MERCY PARCELEXISTING TREES TO REMAINDBH DIA.MARKPROTECTEDSPECIESInchesHealthStructureFormOverall436YesCoast Live Oak23.5 in3222437NoBlack Acacia14.5 in3333439NoBlack Acacia11.5 in2222440NoBlack Acacia6.5 in0000520NoBlack Acacia9.5 in1111521NoBlack Acacia10.5 in3333522NoBlack Acacia7.5 in0000523NoBlack Acacia10 in1000524NoBlack Acacia7.5 in1111525YesCoast Live Oak17.5 in3233526NoCoast Live Oak14 in3333527NoBlack Acacia14 in2111528NoBlack Acacia12 in1111529YesBlack Acacia24 in3222530NoCoast Live Oak6 in4444531YesAtlantic Cedar32.5 in3333532NoCoast Live Oak6 in3333534YesCoast Live Oak16.5 in3222540YesAtlantic Cedar40 in4444549YesCoast Live Oak17 in3222550YesCoast Live Oak18 in2222554YesCoast Live Oak21 in3333559NoCoast Live Oak10 in3222560NoCalifornia Bay10.5 in3333561NoCoast Live Oak10 in3333562YesCoast Live Oak24 in3333563YesCoast Live Oak16.4 in2222607NoCoast Live Oak15 in2111REMOVAL REQUIRED DUE TO SITE IMPROVEMENTS533NoCoast Live Oak5 in1111535NoCoast Live Oak6.5 in3333536NoCoast Live Oak10 in4444541YesDeodar Cedar33 in2222542YesDeodar Cedar40 in2333544YesCoast Live Oak20.5 in3111545NoCoast Live Oak15 in3222546NoCoast Live Oak13.5 in3323547NoCoast Live Oak10 in2222548NoCoast Live Oak10.5 in1111552NoCoast Live Oak5 in4444553YesCoast Live Oak22.5 in2222Tree Condition (0-5)
MERCY HIGH SCHOOL, BURLINGAME, A CORPORATION
APN 027-092-020
PARCEL 3, PER REFERENCED TITLE REPORT
COLLEGE OF OUR LADY OF MERCY, A CORPORATION
APN 027-092-010
PARCEL 1, PER REFERENCED TITLE REPORT
Δ
Δ
DATE:
DRAWN:
CHECKED:
JOB NO.
ISSUE:
THIS DRAWING EMBODIES IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND SPECIFICATIONS
WHICH ARE PROPRIETARY TO DEVCON CONSTRUCTION INC.. AND WHICH WERE DESIGNED,
CREATED, EVOLVED AND DEVELOPED FOR USE SOLELY IN CONNECTION WITH THE
SPECIFIED PROJECT. NO TRANSFER OF ANY RIGHTS THERETO IS INTENDED OR EFFECTED BY
DELIVERY HEREOF, AND EXCEPT UPON THE WRITTEN PERMISSION OF DEVCON
CONSTRUCTION INC.. THE DRAWING IS NOT TO BE DISCLOSED TO OTHERS, REPRODUCED
OR COPIED IN WHOLE OR IN PART, OR USED IN THE FABRICATION OR CONSTRUCTION OF
BUILDINGS, STRUCTURES, FOUNDATIONS, OR ANY PORTIONS THEREOF, FOR OTHER THAN
THE SPECIFIED PROJECT.
GENERAL NOTES:
CONTRACTOR SHALL FIELD VERIFY ALL JOB CONDITIONS AND DIMENSIONS. VARIATIONS
THEREOF FROM THE DRAWINGS MUST BE REPORTED TO THE ARCHITECT. DETAILS
INDICATED ON THE DRAWINGS ARE REPRESENTATIVE AND TYPICAL. ALL ATTACHMENTS
AND CONNECTIONS SHALL CONFORM TO BEST PRACTICE AND SHALL BE THE
CONTRACTOR'S RESPONSIBILITY.
OF SHEETS
SHEET NO.
NO.DATE DESCRIPTION BY
REVISIONS
CONSTRUCTION
INCORPORATED
690 Gibraltar Drive
Milpitas, California 95035
(408)942-8200 Lic. #399163
C1.0
DRAWING NAME: \\BKF-SJ\vol4\2022\220448_MercyHighSchool_Gym\ENG-L\PLANNING\SHEETS\MHS_1.0-EXST.dwgPLOT DATE: 06-17-24 PLOTTED BY: clem10
KN
MC
6/17/24
C20220448
TBD
Mercy High School
Athletic & Student Life Center
2750 Adeline Drive | Burlingame, CA 94010
NC112/22/2022 DESIGN REVIEW SUBMITTAL
NC24/13/2023 2ND DESIGN REVIEW SUBMITTAL
KN39/15/2023 DESIGN REVIEW RESUBMITTAL 2
KN42/22/2024 DESIGN REVIEW RESUBMITTAL 3
KN55/13/2024 DESIGN REVIEW RESUBMITTAL 4
KN66/17/2024 DESIGN REVIEW RESUBMITTAL 5
EXISTING CONDITIONS
1
MERCY HIGH SCHOOL, BURLINGAME, A CORPORATION
APN 027-092-020
PARCEL 3, PER REFERENCED TITLE REPORT
COLLEGE OF OUR LADY OF MERCY, A CORPORATION
APN 027-092-010
PARCEL 1, PER REFERENCED TITLE REPORT
DATE:
DRAWN:
CHECKED:
JOB NO.
ISSUE:
THIS DRAWING EMBODIES IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND SPECIFICATIONS
WHICH ARE PROPRIETARY TO DEVCON CONSTRUCTION INC.. AND WHICH WERE DESIGNED,
CREATED, EVOLVED AND DEVELOPED FOR USE SOLELY IN CONNECTION WITH THE
SPECIFIED PROJECT. NO TRANSFER OF ANY RIGHTS THERETO IS INTENDED OR EFFECTED BY
DELIVERY HEREOF, AND EXCEPT UPON THE WRITTEN PERMISSION OF DEVCON
CONSTRUCTION INC.. THE DRAWING IS NOT TO BE DISCLOSED TO OTHERS, REPRODUCED
OR COPIED IN WHOLE OR IN PART, OR USED IN THE FABRICATION OR CONSTRUCTION OF
BUILDINGS, STRUCTURES, FOUNDATIONS, OR ANY PORTIONS THEREOF, FOR OTHER THAN
THE SPECIFIED PROJECT.
GENERAL NOTES:
CONTRACTOR SHALL FIELD VERIFY ALL JOB CONDITIONS AND DIMENSIONS. VARIATIONS
THEREOF FROM THE DRAWINGS MUST BE REPORTED TO THE ARCHITECT. DETAILS
INDICATED ON THE DRAWINGS ARE REPRESENTATIVE AND TYPICAL. ALL ATTACHMENTS
AND CONNECTIONS SHALL CONFORM TO BEST PRACTICE AND SHALL BE THE
CONTRACTOR'S RESPONSIBILITY.
OF SHEETS
SHEET NO.
NO.DATE DESCRIPTION BY
REVISIONS
CONSTRUCTION
INCORPORATED
690 Gibraltar Drive
Milpitas, California 95035
(408)942-8200 Lic. #399163
C2.0
DRAWING NAME: \\BKF-SJ\vol4\2022\220448_MercyHighSchool_Gym\ENG-L\PLANNING\SHEETS\MHS_2.0-DEMO.dwgPLOT DATE: 06-17-24 PLOTTED BY: clem10
KN
MC
6/17/24
C20220448
TBD
Mercy High School
Athletic & Student Life Center
2750 Adeline Drive | Burlingame, CA 94010
NC112/22/2022 DESIGN REVIEW SUBMITTAL
NC24/13/2023 2ND DESIGN REVIEW SUBMITTAL
KN39/15/2023 DESIGN REVIEW RESUBMITTAL 2
KN42/22/2024 DESIGN REVIEW RESUBMITTAL 3
KN55/13/2024 DESIGN REVIEW RESUBMITTAL 4
KN66/17/2024 DESIGN REVIEW RESUBMITTAL 5
DEMOLITION PLAN
2
MERCY HIGH SCHOOL, BURLINGAME, A CORPORATION
APN 027-092-020
PARCEL 3, PER REFERENCED TITLE REPORT
COLLEGE OF OUR LADY OF MERCY, A CORPORATION
APN 027-092-010
PARCEL 1, PER REFERENCED TITLE REPORT
Δ
Δ
SITE PLAN
3
DATE:
DRAWN:
CHECKED:
JOB NO.
ISSUE:
THIS DRAWING EMBODIES IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND SPECIFICATIONS
WHICH ARE PROPRIETARY TO DEVCON CONSTRUCTION INC.. AND WHICH WERE DESIGNED,
CREATED, EVOLVED AND DEVELOPED FOR USE SOLELY IN CONNECTION WITH THE
SPECIFIED PROJECT. NO TRANSFER OF ANY RIGHTS THERETO IS INTENDED OR EFFECTED BY
DELIVERY HEREOF, AND EXCEPT UPON THE WRITTEN PERMISSION OF DEVCON
CONSTRUCTION INC.. THE DRAWING IS NOT TO BE DISCLOSED TO OTHERS, REPRODUCED
OR COPIED IN WHOLE OR IN PART, OR USED IN THE FABRICATION OR CONSTRUCTION OF
BUILDINGS, STRUCTURES, FOUNDATIONS, OR ANY PORTIONS THEREOF, FOR OTHER THAN
THE SPECIFIED PROJECT.
GENERAL NOTES:
CONTRACTOR SHALL FIELD VERIFY ALL JOB CONDITIONS AND DIMENSIONS. VARIATIONS
THEREOF FROM THE DRAWINGS MUST BE REPORTED TO THE ARCHITECT. DETAILS
INDICATED ON THE DRAWINGS ARE REPRESENTATIVE AND TYPICAL. ALL ATTACHMENTS
AND CONNECTIONS SHALL CONFORM TO BEST PRACTICE AND SHALL BE THE
CONTRACTOR'S RESPONSIBILITY.
OF SHEETS
SHEET NO.
NO.DATE DESCRIPTION BY
REVISIONS
CONSTRUCTION
INCORPORATED
690 Gibraltar Drive
Milpitas, California 95035
(408)942-8200 Lic. #399163
C3.0
DRAWING NAME: \\BKF-SJ\vol4\2022\220448_MercyHighSchool_Gym\ENG-L\PLANNING\SHEETS\MHS_3.0-SITE.dwgPLOT DATE: 06-17-24 PLOTTED BY: clem10
KN
MC
6/17/24
C20220448
TBD
Mercy High School
Athletic & Student Life Center
2750 Adeline Drive | Burlingame, CA 94010
NC112/22/2022 DESIGN REVIEW SUBMITTAL
NC24/13/2023 2ND DESIGN REVIEW SUBMITTAL
KN39/15/2023 DESIGN REVIEW RESUBMITTAL 2
KN42/22/2024 DESIGN REVIEW RESUBMITTAL 3
KN55/13/2024 DESIGN REVIEW RESUBMITTAL 4
KN66/17/2024 DESIGN REVIEW RESUBMITTAL 5
DATE:
DRAWN:
CHECKED:
JOB NO.
ISSUE:
THIS DRAWING EMBODIES IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND SPECIFICATIONS
WHICH ARE PROPRIETARY TO DEVCON CONSTRUCTION INC.. AND WHICH WERE DESIGNED,
CREATED, EVOLVED AND DEVELOPED FOR USE SOLELY IN CONNECTION WITH THE
SPECIFIED PROJECT. NO TRANSFER OF ANY RIGHTS THERETO IS INTENDED OR EFFECTED BY
DELIVERY HEREOF, AND EXCEPT UPON THE WRITTEN PERMISSION OF DEVCON
CONSTRUCTION INC.. THE DRAWING IS NOT TO BE DISCLOSED TO OTHERS, REPRODUCED
OR COPIED IN WHOLE OR IN PART, OR USED IN THE FABRICATION OR CONSTRUCTION OF
BUILDINGS, STRUCTURES, FOUNDATIONS, OR ANY PORTIONS THEREOF, FOR OTHER THAN
THE SPECIFIED PROJECT.
GENERAL NOTES:
CONTRACTOR SHALL FIELD VERIFY ALL JOB CONDITIONS AND DIMENSIONS. VARIATIONS
THEREOF FROM THE DRAWINGS MUST BE REPORTED TO THE ARCHITECT. DETAILS
INDICATED ON THE DRAWINGS ARE REPRESENTATIVE AND TYPICAL. ALL ATTACHMENTS
AND CONNECTIONS SHALL CONFORM TO BEST PRACTICE AND SHALL BE THE
CONTRACTOR'S RESPONSIBILITY.
OF SHEETS
SHEET NO.
NO.DATE DESCRIPTION BY
REVISIONS
CONSTRUCTION
INCORPORATED
690 Gibraltar Drive
Milpitas, California 95035
(408)942-8200 Lic. #399163
C3.1
DRAWING NAME: \\BKF-SJ\vol4\2022\220448_MercyHighSchool_Gym\ENG-L\PLANNING\SHEETS\MHS_3.0-SITE.dwgPLOT DATE: 06-17-24 PLOTTED BY: clem10
KN
MC
6/17/24
C20220448
TBD
Mercy High School
Athletic & Student Life Center
2750 Adeline Drive | Burlingame, CA 94010
NC112/22/2022 DESIGN REVIEW SUBMITTAL
NC24/13/2023 2ND DESIGN REVIEW SUBMITTAL
KN39/15/2023 DESIGN REVIEW RESUBMITTAL 2
KN42/22/2024 DESIGN REVIEW RESUBMITTAL 3
KN55/13/2024 DESIGN REVIEW RESUBMITTAL 4
KN66/17/2024 DESIGN REVIEW RESUBMITTAL 5
SITE SECTIONS
4
FF XX.XX
MERCY HIGH SCHOOL, BURLINGAME, A CORPORATION
APN 027-092-020
PARCEL 3, PER REFERENCED TITLE REPORT
COLLEGE OF OUR LADY OF MERCY, A CORPORATION
APN 027-092-010
PARCEL 1, PER REFERENCED TITLE REPORT
DATE:
DRAWN:
CHECKED:
JOB NO.
ISSUE:
THIS DRAWING EMBODIES IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND SPECIFICATIONS
WHICH ARE PROPRIETARY TO DEVCON CONSTRUCTION INC.. AND WHICH WERE DESIGNED,
CREATED, EVOLVED AND DEVELOPED FOR USE SOLELY IN CONNECTION WITH THE
SPECIFIED PROJECT. NO TRANSFER OF ANY RIGHTS THERETO IS INTENDED OR EFFECTED BY
DELIVERY HEREOF, AND EXCEPT UPON THE WRITTEN PERMISSION OF DEVCON
CONSTRUCTION INC.. THE DRAWING IS NOT TO BE DISCLOSED TO OTHERS, REPRODUCED
OR COPIED IN WHOLE OR IN PART, OR USED IN THE FABRICATION OR CONSTRUCTION OF
BUILDINGS, STRUCTURES, FOUNDATIONS, OR ANY PORTIONS THEREOF, FOR OTHER THAN
THE SPECIFIED PROJECT.
GENERAL NOTES:
CONTRACTOR SHALL FIELD VERIFY ALL JOB CONDITIONS AND DIMENSIONS. VARIATIONS
THEREOF FROM THE DRAWINGS MUST BE REPORTED TO THE ARCHITECT. DETAILS
INDICATED ON THE DRAWINGS ARE REPRESENTATIVE AND TYPICAL. ALL ATTACHMENTS
AND CONNECTIONS SHALL CONFORM TO BEST PRACTICE AND SHALL BE THE
CONTRACTOR'S RESPONSIBILITY.
OF SHEETS
SHEET NO.
NO.DATE DESCRIPTION BY
REVISIONS
CONSTRUCTION
INCORPORATED
690 Gibraltar Drive
Milpitas, California 95035
(408)942-8200 Lic. #399163
C4.0
DRAWING NAME: \\BKF-SJ\vol4\2022\220448_MercyHighSchool_Gym\ENG-L\PLANNING\SHEETS\MHS_4.0-GRAD.dwgPLOT DATE: 06-17-24 PLOTTED BY: clem10
KN
MC
6/17/24
C20220448
TBD
Mercy High School
Athletic & Student Life Center
2750 Adeline Drive | Burlingame, CA 94010
NC112/22/2022 DESIGN REVIEW SUBMITTAL
NC24/13/2023 2ND DESIGN REVIEW SUBMITTAL
KN39/15/2023 DESIGN REVIEW RESUBMITTAL 2
KN42/22/2024 DESIGN REVIEW RESUBMITTAL 3
KN55/13/2024 DESIGN REVIEW RESUBMITTAL 4
KN66/17/2024 DESIGN REVIEW RESUBMITTAL 5
GRADING AND DRAINAGE
PLAN
7
MERCY HIGH SCHOOL, BURLINGAME, A CORPORATION
APN 027-092-020
PARCEL 3, PER REFERENCED TITLE REPORT
COLLEGE OF OUR LADY OF MERCY, A CORPORATION
APN 027-092-010
PARCEL 1, PER REFERENCED TITLE REPORT
DATE:
DRAWN:
CHECKED:
JOB NO.
ISSUE:
THIS DRAWING EMBODIES IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND SPECIFICATIONS
WHICH ARE PROPRIETARY TO DEVCON CONSTRUCTION INC.. AND WHICH WERE DESIGNED,
CREATED, EVOLVED AND DEVELOPED FOR USE SOLELY IN CONNECTION WITH THE
SPECIFIED PROJECT. NO TRANSFER OF ANY RIGHTS THERETO IS INTENDED OR EFFECTED BY
DELIVERY HEREOF, AND EXCEPT UPON THE WRITTEN PERMISSION OF DEVCON
CONSTRUCTION INC.. THE DRAWING IS NOT TO BE DISCLOSED TO OTHERS, REPRODUCED
OR COPIED IN WHOLE OR IN PART, OR USED IN THE FABRICATION OR CONSTRUCTION OF
BUILDINGS, STRUCTURES, FOUNDATIONS, OR ANY PORTIONS THEREOF, FOR OTHER THAN
THE SPECIFIED PROJECT.
GENERAL NOTES:
CONTRACTOR SHALL FIELD VERIFY ALL JOB CONDITIONS AND DIMENSIONS. VARIATIONS
THEREOF FROM THE DRAWINGS MUST BE REPORTED TO THE ARCHITECT. DETAILS
INDICATED ON THE DRAWINGS ARE REPRESENTATIVE AND TYPICAL. ALL ATTACHMENTS
AND CONNECTIONS SHALL CONFORM TO BEST PRACTICE AND SHALL BE THE
CONTRACTOR'S RESPONSIBILITY.
OF SHEETS
SHEET NO.
NO.DATE DESCRIPTION BY
REVISIONS
CONSTRUCTION
INCORPORATED
690 Gibraltar Drive
Milpitas, California 95035
(408)942-8200 Lic. #399163
C5.0
DRAWING NAME: \\BKF-SJ\vol4\2022\220448_MercyHighSchool_Gym\ENG-L\PLANNING\SHEETS\MHS_5.0-UTIL.dwgPLOT DATE: 06-17-24 PLOTTED BY: clem10
KN
MC
6/17/24
C20220448
TBD
Mercy High School
Athletic & Student Life Center
2750 Adeline Drive | Burlingame, CA 94010
NC112/22/2022 DESIGN REVIEW SUBMITTAL
NC24/13/2023 2ND DESIGN REVIEW SUBMITTAL
KN39/15/2023 DESIGN REVIEW RESUBMITTAL 2
KN42/22/2024 DESIGN REVIEW RESUBMITTAL 3
KN55/13/2024 DESIGN REVIEW RESUBMITTAL 4
KN66/17/2024 DESIGN REVIEW RESUBMITTAL 5
UTILITY PLAN
6
MERCY HIGH SCHOOL, BURLINGAME, A CORPORATION
APN 027-092-020
PARCEL 3, PER REFERENCED TITLE REPORT
COLLEGE OF OUR LADY OF MERCY, A CORPORATION
APN 027-092-010
PARCEL 1, PER REFERENCED TITLE REPORT
DATE:
DRAWN:
CHECKED:
JOB NO.
ISSUE:
THIS DRAWING EMBODIES IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND SPECIFICATIONS
WHICH ARE PROPRIETARY TO DEVCON CONSTRUCTION INC.. AND WHICH WERE DESIGNED,
CREATED, EVOLVED AND DEVELOPED FOR USE SOLELY IN CONNECTION WITH THE
SPECIFIED PROJECT. NO TRANSFER OF ANY RIGHTS THERETO IS INTENDED OR EFFECTED BY
DELIVERY HEREOF, AND EXCEPT UPON THE WRITTEN PERMISSION OF DEVCON
CONSTRUCTION INC.. THE DRAWING IS NOT TO BE DISCLOSED TO OTHERS, REPRODUCED
OR COPIED IN WHOLE OR IN PART, OR USED IN THE FABRICATION OR CONSTRUCTION OF
BUILDINGS, STRUCTURES, FOUNDATIONS, OR ANY PORTIONS THEREOF, FOR OTHER THAN
THE SPECIFIED PROJECT.
GENERAL NOTES:
CONTRACTOR SHALL FIELD VERIFY ALL JOB CONDITIONS AND DIMENSIONS. VARIATIONS
THEREOF FROM THE DRAWINGS MUST BE REPORTED TO THE ARCHITECT. DETAILS
INDICATED ON THE DRAWINGS ARE REPRESENTATIVE AND TYPICAL. ALL ATTACHMENTS
AND CONNECTIONS SHALL CONFORM TO BEST PRACTICE AND SHALL BE THE
CONTRACTOR'S RESPONSIBILITY.
OF SHEETS
SHEET NO.
NO.DATE DESCRIPTION BY
REVISIONS
CONSTRUCTION
INCORPORATED
690 Gibraltar Drive
Milpitas, California 95035
(408)942-8200 Lic. #399163
C6.0
DRAWING NAME: \\BKF-SJ\vol4\2022\220448_MercyHighSchool_Gym\ENG-L\PLANNING\SHEETS\MHS_6.0-SWMP.dwgPLOT DATE: 06-17-24 PLOTTED BY: clem10
KN
MC
6/17/24
C20220448
TBD
Mercy High School
Athletic & Student Life Center
2750 Adeline Drive | Burlingame, CA 94010
NC112/22/2022 DESIGN REVIEW SUBMITTAL
NC24/13/2023 2ND DESIGN REVIEW SUBMITTAL
KN39/15/2023 DESIGN REVIEW RESUBMITTAL 2
KN42/22/2024 DESIGN REVIEW RESUBMITTAL 3
KN55/13/2024 DESIGN REVIEW RESUBMITTAL 4
KN66/17/2024 DESIGN REVIEW RESUBMITTAL 5
STORMWATER
CONTROL PLAN
13
DATE:
DRAWN:
CHECKED:
JOB NO.
ISSUE:
THIS DRAWING EMBODIES IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND SPECIFICATIONS
WHICH ARE PROPRIETARY TO DEVCON CONSTRUCTION INC.. AND WHICH WERE DESIGNED,
CREATED, EVOLVED AND DEVELOPED FOR USE SOLELY IN CONNECTION WITH THE
SPECIFIED PROJECT. NO TRANSFER OF ANY RIGHTS THERETO IS INTENDED OR EFFECTED BY
DELIVERY HEREOF, AND EXCEPT UPON THE WRITTEN PERMISSION OF DEVCON
CONSTRUCTION INC.. THE DRAWING IS NOT TO BE DISCLOSED TO OTHERS, REPRODUCED
OR COPIED IN WHOLE OR IN PART, OR USED IN THE FABRICATION OR CONSTRUCTION OF
BUILDINGS, STRUCTURES, FOUNDATIONS, OR ANY PORTIONS THEREOF, FOR OTHER THAN
THE SPECIFIED PROJECT.
GENERAL NOTES:
CONTRACTOR SHALL FIELD VERIFY ALL JOB CONDITIONS AND DIMENSIONS. VARIATIONS
THEREOF FROM THE DRAWINGS MUST BE REPORTED TO THE ARCHITECT. DETAILS
INDICATED ON THE DRAWINGS ARE REPRESENTATIVE AND TYPICAL. ALL ATTACHMENTS
AND CONNECTIONS SHALL CONFORM TO BEST PRACTICE AND SHALL BE THE
CONTRACTOR'S RESPONSIBILITY.
OF SHEETS
SHEET NO.
NO.DATE DESCRIPTION BY
REVISIONS
CONSTRUCTION
INCORPORATED
690 Gibraltar Drive
Milpitas, California 95035
(408)942-8200 Lic. #399163
C7.0
DRAWING NAME: \\BKF-SJ\vol4\2022\220448_MercyHighSchool_Gym\ENG-L\PLANNING\SHEETS\MHS_7.0-FIRE.dwgPLOT DATE: 06-17-24 PLOTTED BY: clem10
KN
MC
6/17/24
C20220448
TBD
Mercy High School
Athletic & Student Life Center
2750 Adeline Drive | Burlingame, CA 94010
NC112/22/2022 DESIGN REVIEW SUBMITTAL
NC24/13/2023 2ND DESIGN REVIEW SUBMITTAL
KN39/15/2023 DESIGN REVIEW RESUBMITTAL 2
KN42/22/2024 DESIGN REVIEW RESUBMITTAL 3
KN55/13/2024 DESIGN REVIEW RESUBMITTAL 4
KN66/17/2024 DESIGN REVIEW RESUBMITTAL 5
8
FIRE ACCESS PLAN
WHELECTRICALLOCKERS
FIRE
R
ISER STORAGEIDF/AVUNISEXRESTROOMJAN
ITOR
'SCLOSETREF.
OFF
ICE
DATE:
DRAWN:
CHECKED:
JOB NO.
ISSUE:
THIS DRAWING EMBODIES IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND SPECIFICATIONS
WHICH ARE PROPRIETARY TO DEVCON CONSTRUCTION INC.. AND WHICH WERE DESIGNED,
CREATED, EVOLVED AND DEVELOPED FOR USE SOLELY IN CONNECTION WITH THE
SPECIFIED PROJECT. NO TRANSFER OF ANY RIGHTS THERETO IS INTENDED OR EFFECTED BY
DELIVERY HEREOF, AND EXCEPT UPON THE WRITTEN PERMISSION OF DEVCON
CONSTRUCTION INC.. THE DRAWING IS NOT TO BE DISCLOSED TO OTHERS, REPRODUCED
OR COPIED IN WHOLE OR IN PART, OR USED IN THE FABRICATION OR CONSTRUCTION OF
BUILDINGS, STRUCTURES, FOUNDATIONS, OR ANY PORTIONS THEREOF, FOR OTHER THAN
THE SPECIFIED PROJECT.
GENERAL NOTES:
CONTRACTOR SHALL FIELD VERIFY ALL JOB CONDITIONS AND DIMENSIONS. VARIATIONS
THEREOF FROM THE DRAWINGS MUST BE REPORTED TO THE ARCHITECT. DETAILS
INDICATED ON THE DRAWINGS ARE REPRESENTATIVE AND TYPICAL. ALL ATTACHMENTS
AND CONNECTIONS SHALL CONFORM TO BEST PRACTICE AND SHALL BE THE
CONTRACTOR'S RESPONSIBILITY.
OF SHEETS
SHEET NO.
NO.DATE DESCRIPTION BY
REVISIONS
CONSTRUCTION
INCORPORATED
690 Gibraltar Drive
Milpitas, California 95035
(408)942-8200 Lic. #399163
C7.1
DRAWING NAME: \\BKF-SJ\vol4\2022\220448_MercyHighSchool_Gym\ENG-L\PLANNING\SHEETS\MHS_7.1-FIRE.dwgPLOT DATE: 06-17-24 PLOTTED BY: clem10
KN
MC
6/17/24
C20220448
TBD
Mercy High School
Athletic & Student Life Center
2750 Adeline Drive | Burlingame, CA 94010
NC112/22/2022 DESIGN REVIEW SUBMITTAL
NC24/13/2023 2ND DESIGN REVIEW SUBMITTAL
KN39/15/2023 DESIGN REVIEW RESUBMITTAL 2
KN42/22/2024 DESIGN REVIEW RESUBMITTAL 3
KN55/13/2024 DESIGN REVIEW RESUBMITTAL 4
KN66/17/2024 DESIGN REVIEW RESUBMITTAL 5
PRELIMINARY EVA GRADING
PROFILE VIEW OF CENTERLINE OF PAVEMENT
NOTES:
1.EVA PAVEMENT AC WITH MINIMUM WEIGHT
CAPACITY OF 65,000 LBS.
2.CONTOUR LINES SHOWN UNDER TREE DRIP LINES ARE
EXTRAPOLATED AND TO BE VERIFIED IN THE FIELD.9
SCALE: HORZ 1" = 10'
VERT 1" = 1'
INGRESS FROM THE WEST INGRESS FROM THE SOUTH INGRESS FROM THE EAST
EGRESS TO THE WEST EGRESS TO THE SOUTH EGRESS TO THE EAST
DATE:
DRAWN:
CHECKED:
JOB NO.
ISSUE:
THIS DRAWING EMBODIES IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND SPECIFICATIONS
WHICH ARE PROPRIETARY TO DEVCON CONSTRUCTION INC.. AND WHICH WERE DESIGNED,
CREATED, EVOLVED AND DEVELOPED FOR USE SOLELY IN CONNECTION WITH THE
SPECIFIED PROJECT. NO TRANSFER OF ANY RIGHTS THERETO IS INTENDED OR EFFECTED BY
DELIVERY HEREOF, AND EXCEPT UPON THE WRITTEN PERMISSION OF DEVCON
CONSTRUCTION INC.. THE DRAWING IS NOT TO BE DISCLOSED TO OTHERS, REPRODUCED
OR COPIED IN WHOLE OR IN PART, OR USED IN THE FABRICATION OR CONSTRUCTION OF
BUILDINGS, STRUCTURES, FOUNDATIONS, OR ANY PORTIONS THEREOF, FOR OTHER THAN
THE SPECIFIED PROJECT.
GENERAL NOTES:
CONTRACTOR SHALL FIELD VERIFY ALL JOB CONDITIONS AND DIMENSIONS. VARIATIONS
THEREOF FROM THE DRAWINGS MUST BE REPORTED TO THE ARCHITECT. DETAILS
INDICATED ON THE DRAWINGS ARE REPRESENTATIVE AND TYPICAL. ALL ATTACHMENTS
AND CONNECTIONS SHALL CONFORM TO BEST PRACTICE AND SHALL BE THE
CONTRACTOR'S RESPONSIBILITY.
OF SHEETS
SHEET NO.
NO.DATE DESCRIPTION BY
REVISIONS
CONSTRUCTION
INCORPORATED
690 Gibraltar Drive
Milpitas, California 95035
(408)942-8200 Lic. #399163
C7.2
DRAWING NAME: \\BKF-SJ\vol4\2022\220448_MercyHighSchool_Gym\ENG-L\PLANNING\SHEETS\MHS_7.2-FIRE.dwgPLOT DATE: 06-17-24 PLOTTED BY: clem10
KN
MC
6/17/24
C20220448
TBD
Mercy High School
Athletic & Student Life Center
2750 Adeline Drive | Burlingame, CA 94010
NC112/22/2022 DESIGN REVIEW SUBMITTAL
NC24/13/2023 2ND DESIGN REVIEW SUBMITTAL
KN39/15/2023 DESIGN REVIEW RESUBMITTAL 2
KN42/22/2024 DESIGN REVIEW RESUBMITTAL 3
KN55/13/2024 DESIGN REVIEW RESUBMITTAL 4
KN66/17/2024 DESIGN REVIEW RESUBMITTAL 5
FIRE TRUCK TURNS
10