Staff Report (Admin.) 2019.10.4.
STAFF RECOMMENDATION
That the Community Development Director take the following action:
1. Approve the Administrative Planned Development Permit (PLN2019-190) incorporating the
attached findings, to allow the establishment of a 2,040 sq. ft. café (coffee shop; d.b.a. Big
Mug) within an existing commercial tenant space located at 1725 S. Bascom Avenue, Suite
1100, subject to the attached Conditions of Approval.
ENVIRONMENTAL DETERMINATION
Staff recommends that the Community Development Director find that this project is
Categorically Exempt under Section 15301, Class 1 of the California Environmental Quality Act
(CEQA), pertaining to the operation and leasing of an existing private structure.
PROJECT DATA
Type Proposal Allowance/Requirement Compliance
(Y/N)
General Plan Designation Commercial, Professional
Office, Residential
(up to 27 units per gross acre; mixed use)
No Change Y
Zone District Designation Planned Development No Change Y
Gross Lot Size 4.6 acres No Change Y
Commercial Floor Area Net Gross
Leasable 13,987 sq. ft. 15,165 sq. ft. N/A Y
Tenant Space 2,602 sq. ft. 3,342 sq. ft. N/A Y
Parking 71 shared spaces
(1:215 sq. ft.);
15 spaces (proportionate share)
15 parking spaces1
(1:3 seats; plus 1:200
sq. ft. of non-dining)
Y2
1 See Parking Analysis (reference Attachment 8).
2 City Council Ordinance 2156 approved a Planned Development Permit (PLN2011-312) and Parking Modification Permit (PLN2012-86) to
allow a mixed-use development (Revere) consisting of 168 apartment units and 15,295 square feet of ground floor retail space (reference
Attachment 6, Ordinance 2156). The Parking Modification Permit allowed for a parking ratio of one (1) space per 215 sq. ft. of gross floor area
of commercial space (total of 71 parking stalls for 15,295 sq. ft.), rather than one (1) space per 200 sq. ft. of gross floor area is typical for
speculative commercial spaces. A café requires one (1) space for every three seats plus one space for each 200 sq. ft. of non-dining area.
ADMINISTRATIVE ACTION OF THE
COMMUNITY DEVELOPMENT DIRECTOR
November 12, 2019
PLN2019-190
Chang, J.
Application of Jimmy Chang for an Administrative Planned
Development Permit (PLN2019-190) to allow the establishment
of a 2,040 sq. ft. café (coffee shop; d.b.a. Big Mug) within an
existing commercial tenant space located at 1725 S. Bascom
Avenue, Suite 1100 in the P-D (Planned Development) Zoning
District.
Administrative Planned Development Permit Page 2 of 4
PLN2019-190 – 1725 S. Bascom, Suite 1100
Hours of
Operation
Operational Hours
(staff cleanup/setup)
Business Hours
(open to public) Late Night
(Y/N)
“Revere”
(CC Appr.) 6:00 a.m. – 10:00 p.m. (daily) 3 N/A N
“Big Mug”
(Tenant) 8:00 a.m. – 10:00 p.m. (M-Sat.) 8:00 a.m. – 10:00 p.m. (M-F) N
Staff Rec. 6:00- a.m. – 10:00 p.m. (daily) 6:00 a.m. – 10:00 p.m. daily N
ANALYSIS
Considerations in review of application4: Y/N
1. Will the traffic generated from the development avoid adverse affects on traffic conditions on
abutting streets? Y
2. Does the layout of the site provide adequate vehicular and pedestrian entrances, exit driveways, and
walkways? Y
3. Will the arrangement of off-street parking facilities prevent traffic congestion and adequately meet
the demands of the users? Y
4. Will the location, height, and material of walls, fences, hedges and screen plantings ensure harmony
with adjacent development and/or conceal storage areas, utility installations, or other potentially
unsightly elements of the project?
Y
5. Does the project maximize open space around the structures, for access to and around structures, and
the establishment and maintenance of landscaping for aesthetic and screening purposes? Y
6. Does the project minimize the unnecessary destruction of existing healthy trees? Y
7. Will the project enhance the overall appearance of the city by improving the appearance of
individual development projects within the city? Y
8. Will the project complement the surrounding neighborhoods and produce an environment of stable
and desirable character? Y
9. Does the project enhance the city’s character and avoid an adverse aesthetic impact upon existing
adjoining properties, the environment, or the city in general? Y
10. Will the project promote the use of sound design principles that result in creative, imaginative
solutions and establish structures of quality design throughout the city and which avoid monotony and
mediocrity of development?
Y
11. Will the project promote maintenance of the public health, safety, general welfare, and property
throughout the city? Y
12. Is the project consistent with the city’s general plan and all applicable design guidelines and special
plans? Y
If the answer is “No” to any of the considerations, list the number and response as to how the
project can comply with the applicable provisions required pursuant to CMC § 21.12.030.
Number Response
N/A N/A
3 Pursuant to Conditions of Approval 5 & 7 from Ordinance 2156 (reference Attachment 6) unless otherwise
approved as part of an Administrative Planned Development Permit.
4 The following considerations generalize and expand on the considerations in review of applications, codified under
CMC § 21.12.030, which the decision-making body must consider in review of the subject application.
Administrative Planned Development Permit Page 3 of 4
PLN2019-190 – 1725 S. Bascom, Suite 1100
Use Description
The submitted application for an Administrative Planned Development Permit would allow for
the establishment of a 2,040 sq. ft. café (coffee shop; d.b.a Big Mug), in an existing commercial
tenant space in the Revere (formerly Bay West) mixed-use development. The prospective tenant
space is Suite 1100 (previously referred to as Suite 400) which is located on the ground floor of
the building (beneath residential) facing S. Bascom Avenue to the east, podium parking to the
west, a central paseo to the north, and a fitness facility to the south (d.b.a. Orange Theory Fitness)
(Attachment 9 –Tenant Spaces Exhibit).
The project plans (reference Attachment 5) depict an approximately 2,040 square-foot (net)
tenant space with a point of sale area at the front (facing S. Bascom Avenue), seating and
ancillary retail area toward the center, and storage, restroom, and kitchen facilities at the rear.
The interior floor plan was revised to include planter islands and display gift shelves with the
intention of filling voids in the tenant space which may have otherwise created an attractive
opportunity for unpermitted seating (reference Attachment 5 – Project Plans; Sheet A2.2).
Exterior tenant improvements include a proposal to add a second customer entrance and six
outdoor seats (three table rounds; two-chairs each) along the central paseo. While this approach
would help serve to activate the area consistent with the original project concept drawings, to
prevent this secondary entry from supplanting the primary entry a condition of approval has been
included to specify that the entry facing S. Bascom Avenue must remain open during business
hours.
At peak operations the café would have four employees and operate between the hours of 6:00
a.m. and 10:00 p.m. daily5. Whereas the range of hours are intended to reflect the maximum
operational and business/public hours for the business (such that the business would not need to
return for a modification if circumstances change), the majority of business activity would occur
between the hours of 8:00 a.m. and 10:00 p.m. Monday through Saturday, and the business
would generally be closed on Sunday (reference Attachment 4 – Project Description).
Outdoor Furniture: Consistent with the project plans, the outdoor furniture exhibits (reference
Attachment 5, 10 & Exhibit 1 & 2) depict small café/bistro tables with two seats each. The size
of the table rounds is an important design feature to diminish the potential for misuse by design
(larger tables may lend to additional unpermitted seating).
Exhibit 1 & 2 – Café/Bistro Seating & Outdoor Seating Plan
5 Based on the operational hours recommended by staff.
Administrative Planned Development Permit Page 4 of 4
PLN2019-190 – 1725 S. Bascom, Suite 1100
Parking Analysis: A detailed parking analysis has been provided as a dedicated attachment
(reference Attachment 8 – Parking Analysis). The parking assessment concludes that even with
the establishment of the subject café, the site would have a parking surplus of two parking spaces
above the parking standard established by the City Council’s approved Parking Modification
Permit (reference Attachment 6). For the subject tenant space this parking surplus was achieved,
in part, by assigning parking area previously allocated to the central paseo to the subject café
which intends to use the area for outdoor seating (parking was specifically allocated to the central
paseo for this purpose).
While staff separately considered assigning the two ‘surplus’ parking spaces to the subject café
(to gain additional seating capacity), these parking spaces have been left in reserve in order to
allow the office (i.e. Scottrade, Partners Development Group) and/or general service use (i.e. Ivo
Salon) to assume a more parking intensive activity (i.e. retail) without necessitating a parking
modification permit.
Parking Management Plan: The mixed-use development (Revere) has a Parking Management
Plan (reference Attachment 7) which depicts the commercial vehicle path of travel, parking
locations, and a 2-hour parking limitation on all commercial parking spaces. The plan requires
that employees are given parking stickers to park in the commercial spaces, and that all
commercial parking spaces are to be privately monitored with a two-hour limit on all parking
stalls. As Conditioned, the applicant will be required to demonstrate compliance with this Parking
Management Plan prior to occupancy.
Public Comments Received Explanation/Response
No public comment was received in response to public noticing on this application.
Attachments:
1. Findings for Approval
2. Conditions of Approval
3. Location Map
4. Project Description
5. Project Plans
6. Ordinance 2156
7. Parking Management Plan
8. Parking Analysis
9. Tenant Spaces Exhibit
10. Outdoor Furniture Exhibit
Prepared by:
Stephen Rose, Associate Planner
Reviewed by:
Paul Kermoyan, Community Development Director
Attachment #1
FINDINGS FOR APPROVAL OF FILE NO. PLN2019-190
SITE ADDRESS: 1725 S. Bascom Avenue, Suite 1100
APPLICANT: Jimmy Chang
OWNER: Revere Residences, LLC
DATE: November 12, 2019
Findings for Approval of an Administrative Planned Development Permit to allow the
establishment of a 2,040 sq. ft. café (coffee shop; d.b.a. Big Mug) within an existing commercial
tenant space located at 1725 S. Bascom Avenue, Suite 1100.
The Community Development Director finds as follows with regard to file number PLN2019-190:
1. The project site has a P-D (Planned Development) Zoning District designation.
2. The project site has a Residential, Commercial, Professional Office (Mixed Use) General Plan
designation.
3. A café (coffee shop; d.b.a. Big Mug) would be consistent with the Zoning and General Plan
designation with approval of an Administrative Planned Development Permit.
4. The applicant has proposed to add a new exterior entry door (facing the central paseo) and add
a maximum of six new outdoor seats in this area as depicted on the plans.
5. The business would be limited to no more than 4 employees at any one time.
6. The operational hours (staff cleanup/setup) and business hours (public may enter) would occur
between the hours of 6:00 a.m. and 10:00 p.m. daily.
7. As conditioned, the establishment will not create a nuisance due to litter, noise, traffic,
vandalism or other factors.
8. As conditioned, the establishment will not significantly disturb the peace and enjoyment of
nearby residential neighborhood.
Based upon the foregoing findings of fact, the Community Development Director further finds and
concludes that:
Planned Development Permit Finding (CMC Sec. 21.12.030.H.6):
9. The proposed development or uses clearly would result in a more desirable environment and
use of land than would be possible under any other zoning district classification;
10. The proposed development will be compatible with the general plan and will aid in the
harmonious development of the immediate area;
11. The proposed development will not result in allowing more residential units than would be
allowed by other residential zoning districts which are consistent with the general plan
designation of the property;
12. The proposed development will not be detrimental to the health, safety or welfare of the
neighborhood or of the city as a whole; and
Attachment #1
Page 2 of 2
Environmental Assessment Finding (CMC Sec. 21.38.050.A):
13. This project is Categorically Exempt under Section 15301 of the California Environmental
Quality Act (CEQA), pertaining to the operation and leasing of an existing private structure.
Attachment #2
CONDITIONS OF APPROVAL OF FILE NO. PLN2019-190
SITE ADDRESS: 1725 S. Bascom Avenue, Suite 1100
APPLICANT: Jimmy Chang
OWNER: Revere Residences, LLC
DATE: November 12, 2019
The applicant is hereby notified, as part of this application, that he/she is required to meet the
following conditions in accordance with the ordinances of the City of Campbell and the State of
California. Where approval by the Community Development Director, City Engineer, Public
Works Director, City Attorney, or Fire Department is required, that review shall be for compliance
with all applicable Conditions of Approval, adopted policies and guidelines, ordinances, laws and
regulations, and accepted engineering practices for the item under review. Additionally, the
applicant is hereby notified that he/she is required to comply with all applicable Codes or
Ordinances of the City of Campbell and the State of California that pertain to this development
and are not herein specified:
PLANNING DIVISION
1. Approved Project: Approval is granted for an Administrative Planned Development Permit
(PLN2019-190) to allow the establishment of a 2,040 sq. ft. café (coffee shop; d.b.a. Big Mug)
within an existing commercial tenant space located at 1725 S. Bascom Avenue, Suite 1100.
The project shall substantially conform to the Project Plans stamped as received on October 1,
2019 and on October 25, 2019 (Sheet A2.2), Written Description stamped as received on
October 1, 2017, and Outdoor Furniture Exhibit stamped as received on October 25, 2019
except as may be modified by the Conditions of Approval contained herein.
2. Permit Approval Expiration: The Administrative Planned Development Permit approval shall
be valid for one year from the date of final approval. Within this one-year period all
conditions of approval shall be fulfilled and the use established. Failure to meet this deadline
will result in the Administrative Planned Development Permit being void. Abandonment,
discontinuation, or ceasing of operations for a continuous period of twelve months shall void
the Administrative Planned Development Permit approved herein.
3. Revocation of Permit: Operation of a café use pursuant to the Administrative Planned
Development Permit approved herein is subject to Chapter 21.68 of the Campbell Municipal
Code authorizing the appropriate decision making body to modify or revoke an Administrative
Planned Development Permit if it is determined that its operation has become a nuisance to the
City’s public health, safety or welfare or for violation of the Administrative Planned
Development Permit or any standards, codes, or ordinances of the City of Campbell. At the
discretion of the Community Development Director, if the establishment generates three (3)
verifiable complaints related to violations of conditions of approval and/or related to its
operation within a six (6) month period, a public hearing may be scheduled to consider
modifying conditions of approval or revoking the Administrative Planned Development
Permit. The Community Development Director may commence proceedings for the revocation
or modification of permits upon the occurrence of less than three (3) complaints if the
Community Development Director determines that the alleged violation warrants such an
Attachment #2
Page 2 of 6
action. In exercising this authority, the decision-making body may consider the following
factors, among others:
a. The number and types of noise or odor complaints at or near the establishment that
are reasonably determined to be a direct result of patrons actions or facility
equipment;
b. The number of parking complaints received from residents, business owners and
other citizens concerning the operation of an establishment; and
c. Violation of conditions of approval.
4. Operational Standards: Consistent with the submitted Project Descriptions and City standards,
any café operating pursuant to the Administrative Planned Development Permit approved
herein shall conform to the following operational standards. Significant deviations from these
standards (as determined by the Community Development Director) shall require approval of a
Modification to the Administrative Planned Development Permit.
a. Maximum Occupancy: A maximum of four (4) staff shall be permitted on the
premises at any time, subject to the maximum occupancy capacities of certain
rooms as determined by the California Building Code (CBC). It is the
responsibility of the business owner to provide adequate entrance controls to ensure
that staff occupancy is not exceeded. Maximum Occupancy signs shall be posted
conspicuously within the premises; including a sign indicating the maximum
number of staff permitted for the use at any time.
b. Hours of Operation: Hours of operation shall be as follows. By the end of
'Business Hours' all patrons shall have exited the premises. By the end of
“Operational Hours” all employees, janitorial activities, and operational activities
are to cease with no exception. By the end of the 'Operational Hours' all employees
shall be off the premises and any outdoor furniture shall be brought indoors.
Operational Hours
(staff cleanup/setup)
Business Hours
(open to public)
6:00 a.m. – 10:00 p.m. (daily) 6:00 a.m. – 10:00 p.m. (daily)
These hours are restricted in perpetuity.
c. Smoking: "No Smoking" signs shall be posted on the premises in compliance with
CMC 6.11.060.
d. Noise: Outdoor speakers are prohibited. Unreasonable levels of noise, sounds
and/or voices, including but not limited to indoor amplified sounds, indoor loud
speakers, sounds from indoor audio sound systems or music, and/or indoor public
address system or fitness equipment, generated or used by the establishment or its
participants shall not be audible to a person of normal hearing capacity from
outside the enclosed tenant space.
In the event that a verifiable complaint is received by the City regarding noise, the
Community Development Director may reduce the permitted occupancy, limit the
hours of operation, limit the permissible decibels, limit the type of equipment
permitted, and/or forward the project to the Planning Commission for review.
Attachment #2
Page 3 of 6
e. Loitering: There shall be no loitering allowed outside the business. The business
owner is responsible for monitoring the premises to prevent loitering.
f. Trash Disposal and Clean-Up: All trash disposal, normal clean-up, carpet
cleaning, window cleaning, sidewalk sweeping, etc. shall occur during the
"operational hours."
g. Tenant Space Orientation: The business’s main entrance shall be located along
the building’s S. Bascom Avenue frontage. Customers shall not enter through the
side door or rear access corridor.
h. Business License: The business shall be required to obtain and maintain a City
business license at all times.
i. Front Entry: The front entry door (facing S. Bascom Avenue) shall remain open
(i.e. unlocked and accessible) at all times the business is open to the public.
5. Storefront Windows & Doors: At no time shall an obscure wall or barrier (i.e. drapery,
window tinting, blinds, furniture, inventory, shelving units, storage of any kind, or similar) be
installed along, behind or attached to exterior windows or doorways that blocks visual access
to the tenant space or blocks natural light. Further, during business hours the front entry door
(facing S. Bascom Avenue) shall remain open.
6. Outdoor Furniture: The outdoor furniture shall either match the furniture included as an exhibit
and/or be subject to review and approval by the Community Development Director. The
placement of any outdoor furniture shall not block any required ingress/egress routes or
accessible paths of travel. Outdoor furniture shall also be brought indoors outside of
operational hours.
7. Property Maintenance: The owner/operator of the subject property shall maintain all exterior
areas of the business free from graffiti, trash, rubbish, posters and stickers placed on the
property. Exterior areas of the business shall include not only the parking lot and private
landscape areas, but also include the public right-of-way adjacent to the business. Trash
receptacles shall be maintained within their approved enclosures at all times.
8. Landscape Maintenance: All landscaped areas shall be continuously maintained in accordance
with City Landscaping Requirements (CMC 21.26). Landscaped areas shall be watered on a
regular basis so as to maintain healthy plants. Landscaped areas shall be kept free of weeds,
trash, and litter. Dead or unhealthy plants shall be replaced with healthy plants of the same or
similar type.
9. Signage: No signage is approved as part of the development application approved herein.
New signage shall not be installed prior to approval of a sign permit. All signage shall be
installed and maintained pursuant to a Master Sign Program. No window signs or
advertisement posters or placards, shall be permitted unless specifically allowed by the Master
Sign Program.
10. Location of Mechanical Equipment: No roof-mounted mechanical equipment (i.e. air
conditioning units, ventilation ducts or vents), shall be added to the existing building without
Attachment #2
Page 4 of 6
providing screening of the mechanical equipment from public view and surrounding
properties. The screening material and method shall be architecturally compatible with the
building and requires review and approval by the Community Development Director and
Building Division prior to installation of such screening.
11. Outdoor Storage: No outdoor storage is permitted on the subject property. No equipment,
materials or business vehicles shall be parked and/or stored outside the building or within the
parking lot.
12. Parking and Driveways: All parking and driveway areas shall be maintained in compliance
with the standards in Chapter 21.28 (Parking & Loading) of the Campbell Municipal Code.
Parking spaces shall be free of debris or other obstructions.
13. Occupancy: Prior to occupancy of the prospective tenant space by any café use operating
pursuant to the Administrative Planned Development Permit approved herein shall obtain all
required clearances from Planning, Building, Fire, and Public Works.
14. Compliance with Other Conditions of Approval: The proposed use shall be in compliance with
all other conditions of approval for the Revere development, including Ordinance 2156 and
other approved permits for the site, except as explicitly allowed by the subject Administrative
Planned Development Permit.
15. Parking Management Plan: Prior to occupancy the applicant will demonstrate compliance with
the approved Parking Management Plan for Revere.
BUILDING DIVISION
16. Permits Required: A building permit application shall be required for the proposed Tenant
Improvements to the (e) vacant commercial space. The building permit shall include
Electrical/Plumbing/Mechanical fees when such work is part of the permit.
17. Construction Plans: The Conditions of Approval shall be stated in full on the cover sheet of
construction plans submitted for building permit.
18. Size of Plans: The minimum size of construction plans submitted for building permits shall be
24 in. X 36 in.
19. Plan Preparation: This project requires plans prepared under the direction and oversight of a
California licensed Engineer or Architect. Plans submitted for building permits shall be “wet
stamped” and signed by the qualifying professional person.
20. Site Plan: Application for building permit shall include a competent site plan that identifies
property and proposed structures with dimensions and elevations as appropriate. Site plan shall
also include site drainage details. Site address and parcel numbers shall also be clearly called
out. Site parking and path of travel to public sidewalks shall be detailed.
Attachment #2
Page 5 of 6
21. Title 24 Energy Compliance: California Title 24 Energy Standards Compliance forms shall be
blue-lined on the construction plans. Compliance with the Standards shall be demonstrated for
conditioning of the building envelope and lighting of the building.
22. Special Inspections: When a special inspection is required by C.B.C. Chapter 17, the architect
or engineer of record shall prepare an inspection program that shall be submitted to the
Building Official for approval prior to issuance of the building permits, in accordance with
C.B.C Chapter 1, Section 106. Please obtain City of Campbell, Special Inspection forms from
the Building Inspection Division Counter.
23. Non-Point Source: The City of Campbell, standard Santa Clara Valley Non-point Source
Pollution Control Program specification sheet shall be part of plan submittal. The specification
sheet (size 24” X 36”) is available at the Building Division service counter.
24. Title 24 Accessibility – Commercial: On site general path of travel shall comply with the
latest California Title 24 Accessibility Standards. Work shall include but not be limited to
accessibility to building entrances from parking facilities and sidewalks.
25. Approvals Required: The project requires the following agency approval prior to issuance of
the building permit:
a. West Valley Sanitation District
b. Santa Clara County Fire Department
c. Santa Clara County of Environmental Health
26. P.G.& E.: Applicant is advised to contact Pacific Gas and Electric Company as early as
possible in the approval process. Service installations, changes and/or relocations may require
substantial scheduling time and can cause significant delays in the approval process.
Applicant should also consult with P.G. and E. concerning utility easements, distribution pole
locations and required conductor clearances.
27. Storm Water Requirements: Storm water run-off from impervious surface created by this
permitted project shall be directed to vegetated areas on the project parcel. Storm water shall
not drain onto neighboring parcels.
FIRE DEPARTMENT
28. Formal Plan Review: Review of this development proposal is limited to accessibility of site
access and water supply as they pertain to fire department operations, and shall not be
construed as a substitute for formal plan review to determine compliance with adopted model
codes. Prior to performing any work the applicant shall make application to, and receive from,
the Building Division all applicable construction permits.
29. Fire Sprinklers: (As noted on Sheet 1.0) This building is equipped with a fire sprinkler system.
Any modifications to the structure may require modification of the fire sprinkler system and
will be determined during architectural review. A State of California licenses (C-16) Fire
Protection Contractor shall submit plans, calculations, a completed permit application and
Attachment #2
Page 6 of 6
appropriate fees to this department for review and approval prior to beginning their work. Call
(408) 378-4010 for more information.
30. Fire Alarm System: (As noted on Sheet 1.0) This building is equipped with a fire alarm system.
Any modifications to the structure may require modification of the fire alarm system and will
bd determined during architectural review. Any modifications to the current system will require
submittal of shop drawings (3 sets) and a permit application to the Fire Prevention Division for
review and approval before installing the system. Call (408) 378-4010 for more information.
31. Commercial Kitchen Hood/Suppression System: Cooking that produces steam or grease laden
vapors may require installation of a Type I or Type II Commercial Hood System and will be
determined during architectural review. If required, shop drawings (3 sets) and a permit
application shall be submitted to the Fire Prevention Division for review and approval before
installing the system. Call (408) 378-4010.
32. Exiting: (as noted on Sheet 1.0) All required exists and paths of egress shall be kept
unobstructed and maintained at all times.
33. Fire Lanes and Hydrants: (As noted on Sheet 1.0) All fire lanes shall be maintained and
unobstructed access provided to fire hydrants and other fire protection equipment at all times.
34. Construction Site Safety: (As noted on Sheet 1.0) All construction sites must comply with
applicable provision of the CFC Chapter 33 and our Standard Detail and Specification SI-7.
Provide appropriate notations on subsequent plan submittals, as appropriate to the project. CFC
Chp. 33.
35. No Violation: This review shall note be construed to be an approval of a violation of the
provisions of the California Fire Code or of other laws or regulations of the jurisdiction. A
permit presuming to give authority to violate or cancel the provisions of the fire code or other
such laws or regulations shall not be valid. Any addition to or alteration of approved
construction documents shall be approved in advance. [CFC, CH.1, 105.4.6]
Attachment #3
Location Map
Site Location
“Revere”
CDCAABBEDateSheet TitleCheckedJob NoScaleDrawnJCJC12345TITLE SHEETREVISIONSOR FIRM FOR ANY PURPOSE WITHOUTTHE WRITTEN PERMISSION OFRADD AND DESIGN TEAMALL IDEAS, DESIGNS AND PLANSINDICATED OR REPRESENTED BY THISDRAWINGS ARE THE PROPERTY OFMR ENGINEERS AND DESIGN TEAMAND WERE CREATED AND DEVELOPED FOR USE ON AND IN CONNECTIONWITH THIS SPECIFIC PROJECT.NONE OF SUCH DESIGNS AND PLANSSHALL BE USED BY OR DISCLOSURED TO ANY OTHER PERSON, CORPORATION1825DETAIL, SECTION, PLAN,OR ELEVATION NUMBER(OR NUMBER)SECTION LETTERDETAIL IS INDICATEDDRAWING NUMBER WHERE ENLARGED DETAILINDICATES AREA OFINDICATES DIRECTION DIMENSION TO FINISHREFERENCE NORTHDETAIL REFERENCEDIMENSION TO CENTER DIMENSION TO FACE OFDETAIL REFERENCESECTION REFERENCEDETAIL NUMBERDETAIL IS LOCATEDDRAWING NUMBER WHEREOF DETAIL CUTDIRECTION OF VIEWDETAIL NUMBERCALLED NORTHTRUE NORTHSTUDS(LINE)SURFACEDATE AND TYPE OF(SEE TITLE BLOCK FORREFERENCE (IN ELEVATIONOR SECTION VIEW)REVISION)REVISION SYMBOLELEVATION NUMBER+0'-0"1OF ELEVATION VIEWDRAWING NUMBER WHEREELEVATION IS LOCATEDREVISED PORTIONCLOUDING INDICATESELEVATION LEVELREFERENCEELEVATION VIEW+0'-0"TBD TO BE DETERMINEDSHT. VINGYPSUM WALL BOARDGND. GROUNDGWBGYP.GR. GRADEGYPSUMGALV.GA.GB.GL.GAUGEGALVANIZEDGRAB BARGLASS VERTICALVESTIBULEVERT.VEST.UNLESS NOTED OTHERWISEUNO.UR. URINALETR.ELEC.ELEV.EMER.ENCL.EQPT.EWC.EXST.EXPO.EXP.EXT.FDN.F.H.C.FLASH.FLUOR.FTG.FURR.FUT.FE.FX.FSFT.F/CF/FF/SFECFIN.FL.FBFDEPEQ.EA.E.J.EL.FIRE EXTINGUISHERFIRE EXTINGUISHERFIRE HOSE CABINETFLASHINGFLUORESCENTFACE OF CONCRETEFACE OF FINISHFACE OF STUDSFULL SIZEFOOT OR FEETFOOTINGFURRINGFUTURE CABINETFIXEDFINISHFLOOREXISTING TO REMAINEXPANSION JOINTELEVATIONELECTRICALELEVATOREMERGENCYENCLOSUREELECTRICALEQUIPMENTELECTRIC WATER EXISTINGEXPOSEDEXPANSIONEXTERIORFLAT BARFLOOR DRAINFOUNDATION PANEL COOLEREQUALEACHSOLID CORESEAT COVER DISPENSERSCHEDULESOAP DISPENSERSHOWERSPLIT FACE BLOCKSHEET VINYLSPECIFICATIONSTAINLESS STEELSERVICE SINKSTANDARDSTORAGESTRUCTURALSUSPENDEDSYMMETRICALTOWEL BARTOP OF CURBTELEPHONETERRAZZOTOP OF PAVEMENTTOILET PAPER DISPENSERTELEVISIONTOP OF WALLUNFINISHEDSTOR.THK.TYP.UNF.TPTPDTVTWTBTCTEL.TER.T & GSTRL.SUSP.SYM.TRD.THICK TYPICALTREADSCHED.SFBSQ.SST.SSSTA.STD.STL.SPEC.SDSECT.SSHR.SHT.SIM.SCSCDSQUARESTATIONSTEELSECTIONSHELFDRAWINGSIMILARCENTERED (ON SPACE)DIAMETER OR ROUNDAD. AREA DRAINCTD.ADJ.AGGR.APPROX.ASB.ARCH.ASPH.BITUM.BLDG.BLK.BLKG.BOT.CAB.CER.CLG.CLO.CLR.COL.CONC.CONN.CONST.CORR.CJ.CNTR.CTR.DBL.DET.DIA. ØDIM.DISP.DWR.DSP.DWG.DF.DR.DS.DN.CBCI.BD.AL.COLUMNCONCRETECONNECTIONCONSTRUCTIONCORRIDORCONTROL JOINTCOUNTERCENTERDOUBLEDRINKING FOUNTAINDETAILDIAMETERDIMENSIONDISPENSERDRAWERDOWN SPOUTDRY STANDPIPEDRAWINGDOORDOWNADJUSTABLEAGGREGATEALUMINUMAPPROXIMATEASBESTOSARCHITECTURALASPHALTBOARDBITUMINOUSBUILDINGBLOCKINGBOTTOMCABINETCATCH BASINCERAMICCAST IRONCEILINGCLOSETBLOCKCLEARACOUS.#(E)&@CLCENTERLINEPOUND OR NUMBEREXISTING ACCOUSTICALANDANGLEATMISC. MISCELLANEOUSMASONRY OPENINGMOUNTEDNOT IN CONTRACTNOMINALNOT TO SCALEOVERALLOBSCUREON CENTER OUTSIDE DIAMETEROPENINGOPPOSITEPLASTIC LAMINATEPLASTERPLYWOODPAPER TOWEL DISPENSERPROPERTY LINEPRE-CASTPARTITIONPAPER TOWEL RECEPTICLEQUARRY TILEREFERENCEREFRIGERATORREGISTERREINFORCEDREQUIREDRESILIENTROUGH OPENINGREDWOODRAIN WATER LEADERPT. POINTPRCST.RGTR.REINF.RESIL.R.REQ.RM.RORWD.RWLRAD.REF.REFR.PTRQTPTDPTNPLRISERRADIUSROOMOPNG.P.LAM.PLYWD.O/CPL.PLAS.PR.ODOFF.OPP.NO.NOM.NTSO.A.OBS.M.O.MTD.MUL.NICOFFICEPLATEPAIRMULLIONNUMBER#MAXIMUMMEDICINE CABINETMECHANICALMEMBREANEMANUFACTURERMANHOLEMINIMUMMECH.MEMB.MET.MFR.MH.MIN.MIR.MAX.M.C.METALMIRRORSCOPE OF WORKGENERAL NOTES, LOCATION MAP, DRAWING INDEX, PLANNING DATA,1.0A2.1BUSINESS NAME: BIG MUGPROJECT DESCRIPTION: TENANT IMPROVEMENTS TO AN VACANT SPACEPROJECT LOCATION: 1725 S. BASCOM AVENUE STE. 400CAMPBELL, CA 95008CONSTRUCTION TYPE: TYPE IAOCCUPANCY: A-2ZONING: PDSPRINKLERS: FULLY SPRINKLEREDEXISTING/DEMOLITION PLAN, EXIT PLANA2.0PROPOSED FLOOR PLAN8. ANY DECORATIONS USED SHALL BE NON-CONBUSTIBLE OR FLAME PROOFED 2-A 10 BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTION OF THE 7. PROVIDE A POTABLE FIRE EXTINGUSHER WITH A RATING OF NOT LESS THAN BE IN BLOCK LETTER 6" IN HEIGHT WITH A STROKE OF NOT LESS THAN 3/4". BE IN HIGH CONTRAST WITH THEIR BACKGROUND. WORD ON THE SIGN SHALL 6. THE COLOR AND DESIGN OF LETTERING, ARROWS AND OTHER SYMBOLS SHALL BE DETERMINDED BY THE FIRE DEPARTMENT PRIOR TO CONSTRUCTION OF 5. WHEN NECESSARY, THE FINAL LOCATION AND QUANTITY OF EXIT SIGN SHALL ARE IDENTIFIABLE AS EXITS NEED NOT BE SIGNED WHEN EXCEPTION; MAIN EXTERIOR EXIT DOORS WHICH OBVIOUSLY AND CLEARLY OTHERWISE NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS.4. EXIT SIGN SHALL BE INSTALLED AT REQUIRED EXIT DOORWAYS AND WHERE 3. EXIT ILLUMINATION SHALL COMPY WITH SECTION 93.064 0F THE ELECTRICAL LIGHT HAVING INTENSITY OF NOT LESS THAN 1 FOOTCANDLE AT FLOOR LEVEL.2. EXIT SHALL BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED WITH USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT.1. EXIT DOORS SHALL BE OPENABLE FROM INSIDE FROM INSIDE WITHOUT THE BUILDING, AND AS REQUIRED BY FIRE INSPECTOR. APPROVED BY THE BUILDING OFFICIAL.(FIRE EXINGUISHERS CERTIFIED BY A STATE LICENSING CO.) C) INTERIOR WALL AND CEILING FINISH FOR b) INTERIOR WALL AND CEILING FINISH FOR a) INTERIOR WALL AND CEILING FINISH FOR A FLAME SPREAD CLASSIFICATION OF 200 (CLASS III)9. ALL INTERIOR FINISH SHALL BE SMOKE DENSITY OF 450. A FLAME SPREAD CLASSIFICATION OF 25 (CLASS I) A FLAME SPREAD CLASSIFICATION OF 75 (CLASSII)10. PROVIDE "NOT AN EXIT" SIGN ON DOORS OPENING IN TO STOCKROOM.MECHANICAL, ELECTRICAL, PLUMBING OR FIRE PROTECTION PIPING OR EQUIPMENT.ANY PENETRATIONS OF OR MODIFICATIONS TO THE EXISTING STRUCTURAL SYSTEMS,CONCRETE, STEEL, ETC. MUST BE COORDINATED WITH THE LANDLORD AND LOCALAUTHORITIES. ANY MODIFICATIONS MUST BE APPROVED BY THE LANDLORD AFTEREND WALLS WHERE VINYL WALL COVERING IS FINISHED WALL MATERIAL.A PROJECT MANUAL CONSISTING OF ALL ADDENDA, GENERAL CONDITIONS, TECHNICALSPECIFICATIONS, EQUIPMENT CUT SHEETS AND LANDLORD DESIGN AND CONSTRUCTIONAWARD OF CONTRACT SHALL BE NEGOTIATED AS A CHANGE ORDER.CRITERIA. USE OF THE DRAWINGS WITHOUT THE PROJECT MANUAL IS NOT ADVISED.DRAWINGS, IN THE SPECIFICATIONS OR IN THE LANDLORD DESIGN CRITERIA, INCLUDEDCLAIMS FOR ADDITIONAL COSTS DUE TO LANDLORD REQUIREMENTS ESTABLISHED AFTERFURNISH AND INSTALL CLEAR PLEXIGLASS GUARDS TO COUNTER HEIGHT AT UNPROTECTEDNOTE: THESE DRAWINGS ARE AUGMENTED AND/OR MODIFIED BY INFORMATION CONTAINED INCLAIMS FOR ADDITIONAL COSTS DUE TO LANDLORD REQUIREMENTS ESTABLISHED ON THESUBMISSION OF A DETAIL SCOPE OF WORK OUTLINE.IN THE PROJECT MANUAL WILL NOT BE ACCEPTED.10.9.8. ANY WORK. IN AN APPROVED MANNER.WITH THE WORK. SAID DIMENSIONS MAY AFFECT OTHER DIMENSIONS AS INDICATED WITHTHE ARCHITECT IS NOT RESPONSIBLE FOR THE ACCURACY OF EXISTING DIMENSIONS ANDWOOD BLOCKING, DECKING AND FRAMING MATERIALS ARE ONLY ALLOWED BELOW THEFINISHED CEILING LINE WHEN FIRE-RETARDANT TREATED AND MARKED AS SUCH.EXISTING DIMENSIONS ARE (+/-) AND MUST BE FIELD VERIFIED PRIOR TO COMMENCINGCOMPLIANCE WITH PROCEDURES WITH LOCAL GOVERNING AGENCY.ALL MATERIALS MUST MEET FLAME RESISTANCE REQUIREMENT OF LOCAL CODES, BUT NOAPPROVAL TO PROCEED WITH THE WORK IS SUBJECT TO VERIFICATION OF CONDITIONS ANDCONTRACTOR IS RESPONSIBLE FOR FULL COMPLIANCE WITH ALL REQUIREMENTS DICTATEDBY THE LANDLORD'S FIRE PROTECTION SYSTEMS ENGINEER DURING CONSTRUCTION AND ALLLESS THAN 25 IN UNSPRINKLED AREAS ABOVE THE CEILING; 75 ON STOREFRONT; AND 200SUPPORT WIRES FOR SUSPENDED CEILINGS MUST NOT CONNECT TO ANY OF THE LANDLORD'SCONSTRUCTION NOTES:IN SPRINKLED AREAS.SUBSEQUENT FIELD INSPECTIONS.3.6.7.4.5.(+/-) SYMBOL.CONDITIONS.1.2.GENERAL NOTES CODE.FIRE NOTES:PROJECT DATA SHALL NOT EXEED SHALL NOT EXCEED SHALL NOT EXEEDENCLOSED STAIREXIT CORRIDORKITCHEN, SERVICE AREADRAWING INDEX - MOUNT MAX. 48" ABOVE FLOOR FOR ADA ACCESS.11. BUILDING IS FIRE SPRINKLERED.1725 S. BASCOM AVENUE, STE. 1100, CAMPBELL, CA 95008REQUIRED CONTRACTOR AT TENANT'S EXPENSE.12. ANY MODIFICATION TO SPRINKLER SYSTEM TO BE BY MALL'SHEADS THROUGH OUT WHERE APPLICABLE.13. INSTALL CONCEALED HEADS IN DRYWALL CEILINGS AND RECESSEDVINCINITY MAPABBREVIATIONSCALIFORNIA BUILDING CODE 2016CALIFORNIA MECHANICAL CODE 2016CALIFORNIA PLUMBING CODE 2016CALIFORNIA ELECTRIC CODE 2016SYMBOLSPLANNING DATAPROPOSED WORK AREA: 2,040 SFPARKING:EXISTING (NO CHANGE)Sheet No1.0CALIFORNIA FIRE CODE 2016CALIFORNIA ENERGY CODE 2016SITE PLANA1.0SCOPE OF WORKTENANT IMPROVEMENTS TO AN EXISTING 2,040 SF VACANT SPACE TO AA2.2EQUIPMENT PLANE3.0POWER PLANE1.0SYMBOLS LIST, NOTES, ABBREVIATIONS AND INDEXE2.0TITLE 24E4.0E5.0SINGLE LINE AND PANEL SCHEDULEGENERAL NOTESP0.1SCHEDULESP0.2KITCHEN EQUIPMENT SCHEDULEP0.3LIGHTING PLANMECHANICAL TITLE 24M0.3MECHANICAL FLOOR PLANM2.1DETAILSM3.1A5.0CABINET SECTIONSA5.1ACCESSIBILITY DETAILSA5.2DETAILSE6.0E7.0SPECIFICATIONSDETAILSLEGEND, NOTES AND SPECIFICATIONSM0.1DEFERRED SUBMITTAL LIST:1. WALL SIGNAGE TO BE UNDER A SEPARATE SUBMITTAL.NEW ROOFTOP MECHANICAL UNITS TO REPLACE EXISTING MECHANICAL UNITS AT (E) LOCATION11.WITH IN KIND. THE REAPLCED MECHANICAL UNITS WILL NOT BE VISIBLE FROM THE STREETAPPROVED ADDRESS NUMBER SHALL BE PLACED IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.A2.3REFLECTED CEILING PLANSERVICE/PREP. AREAUSESQ. FTLOAD FACTOROCCUPANT LOADSTORAGE2538717330153009581ABCDSALES AREA655 200 4TOTAL2,040 - 72TOTAL OCCUPANT LOAD: 72TEL: (408) 316-6782P.O.BOX 9375SAN JOSE, CA 95157Email: laliloo76@gmail.comSEATING AREAOTHER (BATHROOM)188 - -EPLUMBING FLOOR PLANP2.1RISER DIAGRAMP3.1DETAILSP4.1OCCUPANT LOAD DIAGRAMBIG MUGCOFFEE SHOPE1.1ELECTRICAL SITE PLANE2.1TITLE 24E2.2TITLE 24MECHANICAL SCHEDULESM0.2MECHANICAL TITLE 24M0.414. ALL CONSTRUCTION SITES MUST COMPLY WITH APPLICABLE PROVISIONS OF THECFC CHAPTER 33 AMD SCCFD'S SPECIFICATION SI-7-CONSTRUCTION SITE FIRE SAFETY.15. FIRE DEPARTMENT ACCESS TO THE SITE, BUILDING, AND TO ALL FIRE PROTECTION SYSTEMS SHALL BE MAINTAINED AT ALL TIMES, IN ACCORDANCE WITH CFC CHAPTER 5. NO OBSTRUCTION SUCH AS VEHICLES, STORAGE, AND OTHER MATERIALS OR OBJECTS SHALL BE PLACED OR KEPT NEAR FIRE HYDRANTS, FIRE DEPARTMENT INLET CONNECTIONS, OR FIRE PROTECTION SYSTEMCONTROL VALVES IN A MANNER THAT WOULD PREVENT SUCH EQUIPMENT OR FIRE HYDRANTSFROM BEING IMMEDIATELY DISCERNIBLE, IN ACCORDANCE WITH CFC 505.5.4.16. ANYTIME THE FIRE SPRINKLER SYSTEM AND/OR THE FIRE PROTECTION & ALARM SYSTEM IS IMPAIRED, A FIRE WATCH IS TO BE PROVIDED. THE SYSTEM IS TO BE TAGGED, AND A CORRESPONDING IMPAIRMENT PROGRAM IS TO BE PROVIDED, IN ACCORDANCE WITH CFC CHAPT 9.APPLICABLE CODESPERMIT SET 05/06/19BIG MUGTENANT IMPROVEMENTS FOR:1725 S. BASCOM AVENUE, STE. 1100CAMPBELL, CALIFORNIA 95008PROJECT LOCATION2. ALTERATION TO THE FIRE SPRINKLER AND/OR FIRE ALARM SYSTEM REQUIRE A SEPARATEPERMIT SUBMITTAL TO THE CITY OF CAMPBELL FIRE DEPARTMENT FOR AN APPROVAL.PLUMBING FIXTURE REQUIREMENT:WATER CLOSETSUSERESTAURANTMALE:1: 1-50FEMALE:1:1-25URINALSFACTORMALE:1:1-200FACTOR REQ.1N/A N/APRO-POSED11PRO-POSED0-LAVATORYMALE:1: 1-150FACTOR11FEMALE:1: 1-150PRO-POSEDTYPE OF OCCUPANTSQ. FTLOAD FACTOROCCUPANT LOAD1,124 30 38DINING AREA42/2 = 21PLUMBING FIXTURE ANALYSIS:728 200 4KITCHEN188 - -OTHER (BATHROOM, NON-HABITABLE SPACE)URINAL IS NOT REQUIRED PER 2016 CPC TABLE 422.1 EXCEPTION NOTE #3E2.3TITLE 24E2.4TITLE 24MECHANICAL SITE PLANM2.0PLUMBING SITE PLANP0.4
DateSheet TitleCheckedJob NoScaleDrawnJCJC12345SITE PLANREVISIONSOR FIRM FOR ANY PURPOSE WITHOUTTHE WRITTEN PERMISSION OFRADD AND DESIGN TEAMALL IDEAS, DESIGNS AND PLANSINDICATED OR REPRESENTED BY THISDRAWINGS ARE THE PROPERTY OFMR ENGINEERS AND DESIGN TEAMAND WERE CREATED AND DEVELOPED FOR USE ON AND IN CONNECTIONWITH THIS SPECIFIC PROJECT.NONE OF SUCH DESIGNS AND PLANSSHALL BE USED BY OR DISCLOSURED TO ANY OTHER PERSON, CORPORATION1825SCALE : N.T.S.SITE PLANSheet NoA1.01TEL: (408) 316-6782P.O. BOX 9375SAN JOSE, CA 95157Email: laliloo76@gmail.comPATH OF TRAVEL LEVEL.CONTRACTOR TO FIELD VERIFYEXCEED 5 % IN THE DIRECTION OF TRAVELEXISTING PATH OF TRAVEL TO NOTAND NOT TO EXCEED 2 % CROSS SLOPE7A5.1(E) ACCESSIBLEPARKING, REFERPATH TO BE MIN. 36" WIDE ALL THE WAY.PERMIT SET 05/06/19BIG MUGTENANT IMPROVEMENTS FOR:1725 S. BASCOM AVENUE, STE. 1100CAMPBELL, CALIFORNIA 95008WORK AREA
VACANT TENANT SPACE11'B' OCCUPANCY(E) RATED HALLWAYDIAGONAL DISTANCE = 68'-0"±DIAGONAL DISTANCE = 29'-0"±EXITTACTILE EXITSIGNEXITTACTILE EXITSIGNDateSheet TitleCheckedJob NoScaleDrawnJCJC12345EXISTING/DEMOLITION FLOOR PLANREVISIONSOR FIRM FOR ANY PURPOSE WITHOUTTHE WRITTEN PERMISSION OFRADD AND DESIGN TEAMALL IDEAS, DESIGNS AND PLANSINDICATED OR REPRESENTED BY THISDRAWINGS ARE THE PROPERTY OFMR ENGINEERS AND DESIGN TEAMAND WERE CREATED AND DEVELOPED FOR USE ON AND IN CONNECTIONWITH THIS SPECIFIC PROJECT.NONE OF SUCH DESIGNS AND PLANSSHALL BE USED BY OR DISCLOSURED TO ANY OTHER PERSON, CORPORATION18251. THE CONTRACTOR IS RESPONSIBLE TO VERIFY THE IMPACT TO THESTRUCTURE OF ALL COMPONENTS TO BE REMOVED AND PROVIDE THENECESSARY SHORING TO INSURE THE STRUCTURAL STABILITY OF THEBUILDING AS A WHOLE AND THE VARIOUS COMPONENTS AFFECTED BY THEDEMOLITION. THE DRAWINGS NOTE VARIOUS ELEMENTS TO BE REMOVED ANDWHETHER THESE ARE BELIEVED TO BE STRUCTURAL OR NON STRUCTURAL.THE GENERAL CONTRACTOR SHALL NOTIFY DESIGNER AND/OR ENGINEER IFIN FACT ANY ELEMENT THAT IS NOTED AS "NON STRUCTURAL" APPEARS TOBE AN INTEGRAL PART OF THE BUILDING'S STRUCTURAL SYSTEM. DURINGTHE COURSE OF DEMOLITION, THE GENERAL CONTRACTOR SHALL ADVISE ANDESIGNER WHEN FINISHES ARE REMOVED TO EXPOSE CONSTRUCTION SODESIGNER COORDINATE WITH THE STRUCTURAL ENGINEER TO VISIT THE SITE.2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE ANDIDENTIFYING ALL ITEMS TO BE DEMOLISHED AND REMOVED, INCLUDING BUTNOT LIMITED TO: PLUMBING FIXTURES, ELECTRICAL AND TELEPHONE OUTLET,LIGHT FIXTURES, CONDUITS, ELECTRICAL SUB PANELS, FLOOR MONUMENTS,MILLWORK AND FLOOR FINISHES WHETHER SPECIFICALLY INDICATED OR NOT.IF THERE ARE ANY ITEMS IN QUESTION, CONTACT DESIGNER.3. ALL EXISTING CEILING ATTACHEMENTS TO BE REMOVED AND NOT BEINGREUSED IN NEW BUILD OUT.4. ALL DEMOLITION REQUIRED FOR ELECTRICAL OR MECHANICAL SYSTEMS SHALLBE RE-FORMED BY TRADES RESPONSIBLE FOR THE NEW WORK RELATIVE TOTHOSE SYSTEMS.5. DEMOLITION PLAN INDICATES THE REMOVAL OF MAJOR COMPONENTS ONLYAND DOES NOT REFLECT CUTTING AND PATCHING OF EXISTING CONSTRUCTIONREQUIRED FOR INSTALLATION OF NEW WORK.6. AREAS NOTED "EXISTING TO REMAIN" SHALL BE LEFT UNDISTURBED ANDDURING DEMOLITION CONTRACTOR SHALL MAKE ALL EFFORTS TO PROTECTEXISTING CONDITIONS FROM DAMAGE.7. CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER DURINGCONSTRUCTION AND SHALL VERIFY: LOCATIONS OF APPROPRIATE PARKINGAND LOADING AREAS, HOURS OF OPERATION, PROTECTION REQUIREMENTS OFEXISTING BUILDING FINISHES, AND CONFORMING WORKING HOURS.EXISTING 1 HR RATED WALL TO REMAIN.1SCALE : 1/4" = 1'-0"EXISTING/DEMOLITION FLOOR PLANREMOVE WALLWALL - EXISTING TO REMAIN (ETR)DEMOLITION LEGENDSheet NoA2.01DEMOLITION GUIDELINESGENERAL NOTES1. CONTRACTOR TO VERIFY THAT THE NOTIFICATION IN ACCORDANCE WITH SECTION 19827.5OF CALIFORNIA HEALTH AND SAFETY CODE IS NOT APPLICABLE TO THIS PROJECT. IF ASBESTOS CONTAINING MATERIALS ARE ENCOUNTERED IN THIS PROJECT, CONTRACTORSHALL STOP WORK AND IMMEDIATELY CONTACT BAY AREA AIR QUALITY MANAGEMENTDISTRICT. ANY ASBESTOS MATERIAL ENCOUNTERED WILL BE MANAGED IN ACCORDANCEWITH STATE AND LOCAL REGULATIONS AND PROPERLY DISPOSED OF, PER SECTION25505, 25533, AND 25534 OF THE HEALTH AND SAFETY CODE.TEL: (408) 316-6782P.O.BOX 9375SAN JOSE, CA 95157Email: laliloo76@gmail.comKEY NOTESPERMIT SET 05/06/19BIG MUGTENANT IMPROVEMENTS FOR:1725 S. BASCOM AVENUE, STE. 1100CAMPBELL, CALIFORNIA 950081. CONTRACTOR SHALL CARE DURING CONSTRUCTION SO AS NOT TO DAMAGEOR DISRUPT ANY UTILITES OR SPRINKLER LINES WHICH MIGHT PASSTHROUGH THIS SPACE TO SERVICE OTHER SPACES OR OTHER TENANTS. G.C.WILL BEAR SOLE RESPONSIBILITY OF ANY SUCH DISRUPTION OR DAMAGE.2. CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY OF ANY SERVICEDISCREPANCIES OR IRREGULATITIES DISCOVERED IN THE LEASE SPACE WHICHMAY AFFECT CURRENT STORE DESIGN. GC. IS TO PAY SPECIAL ATTENTIONTO AVALABLE HEIGHT FOR INTENDED CEILING ELEVATION. MECHANICLA.DUCTWORK. ETC.3. CONTRACTOR SHALL ERECT CONSTRUCTION BARRICADES/ SCREENS. IFREQUIRED, PER LANDLOARD'S SPECIFICATIONS. CONTACT LANDLORD'S FIELDREPRESENTATIVE PRIOR TO THE COMMENCEMENT OF ALL CONSTRUCTIONWORK.4. CONTRACTOR SHALL VERIFY WITH ARCHITECT FOR EXISTING ITEMS NOTED TOBE UTILIZED IN REMODEL AND PROPERLY DISCARD REMOVED DEBRIS. TRASHAND DISCARDED ITEMS AT APPROPRIATE & APPROVED DUMP SITE PAYINGFOR ITS DUMP FEES.5. CAREFULLY REMOVE ITEMS DESIGNATED ON DEMOLITION PLAN.6. ALL FINISH FLOORINGS - TILE, STAINED CONC., ETC., UNLESS NOTEDOTHERWISE WITHIN THE PREMISE OF PROPOSED IMPROVEMENT AREA SHALLREMAIN.7. CONTRACTOR SHALL CAP LINE, CONDUITS OR WRING PER CODE IN THEREMOVAL OF EXISTING FIXTURES.8. CONTRACTOR SHALL CHECK ALL DISTANCE, DATA, EXISTING STRUCTURES ANDUTILITIES ABOVE OR BELOW FLOOR WITHIN THE LIMITS OF THIS PROJECT.9. PLACES WHERE EXISTING OBJECTS ARE REMOVED AS INDICATED ON THEDEMOLITION PLAN, TO BE PREPARED AND BLENDED W/ ADJACENT EXISTINGCONDITION TO THE SATISFACTION OF LANDLORD.10. CONTRACTOR SHALL VERIFY W/ OWNER EXISTING KITCHEN EQUIPMENT TO BEREMOVED.DEMOLITION NOTESSCALE : 1/4" = 1'-0"EXITING PLAN2EXIT PLAN
34" MAX. HEIGHTCOUNTERTOPH/WPick Up48" CAKE S/C60" CAKE S/C2'-10"8'-0"48'-0"(E) 51'-1"±38'-4"12'-9"(E) 48'-0"±12'-8"9'-1"21'-8"(E) 51'-1"±11'-1"14'-8"14'-5"8'-5"2'-6"SERVICE AREABATHROOMMEN'SBATHROOMWOMEN'SSERVICETABLESTORAGE10'-0"8'-6"18'-8"4'-7"48" MIN.60" MIN.2456FREEZERREF.SEATING AREA1KITCHEN32'-5"3'-0"2'-9"8'-2"2'-10"6'-9"5'-10"8'-7"8'-0"3'-0"3'-5"2'-0"3'-11"2'-6"3'-5"2'-1"6'-0"3'-8"12453A5.11648" MIN.60" MIN.A5.15A5.116A5.153'-0"3'-2"A5.11034" MAX. HEIGHTCOUNTERTOP60" MIN.1/2" TEMPERED GLASSSNEEZE GUARDDateSheet NoSheet TitleCheckedJob NoScaleDrawnJCJC12345--PROPOSED FLOORA2.1REVISIONSOR FIRM FOR ANY PURPOSE WITHOUTTHE WRITTEN PERMISSION OFRADD AND DESIGN TEAMALL IDEAS, DESIGNS AND PLANSINDICATED OR REPRESENTED BY THISDRAWINGS ARE THE PROPERTY OFMR ENGINEERS AND DESIGN TEAMAND WERE CREATED AND DEVELOPED FOR USE ON AND IN CONNECTIONWITH THIS SPECIFIC PROJECT.NONE OF SUCH DESIGNS AND PLANSSHALL BE USED BY OR DISCLOSURED TO ANY OTHER PERSON, CORPORATION1825PLANSCALE : 1/4" = 1'-0"PROPOSED FLOOR PLAN1TEL: (408) 316-6782P.O.BOX 9375SAN JOSE, CA 95157Email: laliloo76@gmail.comNO.1MATERIALHT.WIDTHNOTEDOOR SCHEDULEDOOR NOTES:CONTRACTOR TO PROVIDE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATICAND SLIDING SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOWTHE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATINGA TRAP OR HAZARDOUS CONDITION 1.THE MAX. EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 lbs. FOR EXTERIOR AND INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED2.AT RIGHT ANGLES TO HINGED DOORSEXISTING WALL TO REMAIN1-LAYER OF 1/2" GP. BD. ON EACH SIDETYPICAL WALL PARTITION SHALL BE NEW FULL WALL CONSTRUCTION:LEGENDCONTRACTOR TO PROVIDE INTERNATIONAL SYMBOL OF ACCESSIBLITY AND3.WITH ADDITIONAL DIRECTIONAL SIGNS, UTILIZING THE SYMBOL, AT JUNCTIONS,TO BE VISIBLE TO PERSONSPROVIDE TACTILE EGRESS SIGNAGE INSTALLED ON THE WALL ADJACENT TO 4.THE LATCH SIDE OF THE EXIT DOORS. REFER TO DETAIL 16/A5.1FINISH5. ACCESSIBLE DOOR OPENING HARDWARE IS TO BE MOUNTED AT A HEIGHT BETWEEN30" TO 44" ABOVE THE FLOOR AND OPERABLE WITH A SINGLE EFFORT WITHOUT REQUIRING6. CONTRACTOR TO VERIFY AND PROVIDE EXISTING STOREFRONT GLAZING WITHIN18" OF A WALKING SURFACE TO BE TEMPERED.GLASS/ALUNIMUM6/0 7/0STOREFRONT2 GLASS/ALUNIMUM3/0 7/0 STOREFRONTMATCH EXISTING FINISHEXISTING TO REMAIN3METAL3/0 7/0 -(E) 20 MIN. RATED DOOR TO REMAIN; (E) PANIC HARDWARE5WOOD3/0 7/0 -SOLID, SELF LATCHING AND SELF CLOSING6WOOD3/0 7/0 -SOLID, SELF LATCHING AND SELF CLOSING1.NOTESPROVIDE A SIGN THAT INDICATES THE OCCUPANT LOAD OF THE ROOM/SPACE (FINAL POSTED SIGN LOCATION AND TYPE SHALL BE APPROVED BY THE FIRE ANDBUILDING INSPECTION STAFF PRIOR TO FINAL BUILDING OCCUPANCY)7. DOOR #1 AND #2, PROVIDE MINIMUM OF ONE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WITH ADDITIONAL DIRECTIONAL SIGNS, UTILIZING THE SYMBOL, AT JUNCTIONS TO BE VISIBLE TO PERSON ALONG APPROACHING PEDESTRIAN WAYS PER CBC 11B-216.6. REFER TO 6/A5.1.8. MAIN EXIT DOOR SHALL HAVE A READILY VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOORSTATING, "THIS DOOR MUST REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED."ABILITY TO GRASP HARDWARE.9. PROVIDE FIRE EXIT HARDWARE.PERMIT SET 05/06/19BIG MUGTENANT IMPROVEMENTS FOR:1725 S. BASCOM AVENUE, STE. 1100CAMPBELL, CALIFORNIA 95008
3'x12' Coffee Tasting Table
SHELF48"*18"H/WFREEZERFETCOBREWWafflePaniniPick Up48" CAKE S/C60" CAKE S/CREF.ConvectionOvenIce MakerToasterJuiceSHELF60"*18"SERVICETABLESHELF48"*18"SHELF48"*18"SHELF48"*18"PREP TABLEPREP TABLE4321756881011121212991314151618181920211724222325302627282931323336353437373940384'-6"4'-6"SERVICE AREABATHROOMMEN'SBATHROOMWOMEN'SSTORAGE2456SEATING AREA1KITCHEN34'-8"4'-1"3'-7"3'-0"2'-6"1DISPLAY / GIFT SHELVESOUTDOOR SEATING73'-2"(E) COLUMN4'-0"3'-2"3'-2"PLANTERPLANTERDateSheet TitleCheckedJob NoScaleDrawnJCJC12345EQUIPMENT PLANREVISIONSOR FIRM FOR ANY PURPOSE WITHOUTTHE WRITTEN PERMISSION OFRADD AND DESIGN TEAMALL IDEAS, DESIGNS AND PLANSINDICATED OR REPRESENTED BY THISDRAWINGS ARE THE PROPERTY OFMR ENGINEERS AND DESIGN TEAMAND WERE CREATED AND DEVELOPED FOR USE ON AND IN CONNECTIONWITH THIS SPECIFIC PROJECT.NONE OF SUCH DESIGNS AND PLANSSHALL BE USED BY OR DISCLOSURED TO ANY OTHER PERSON, CORPORATIONSheet NoA2.2SCALE : 1/4" = 1'-0"EQUIPMENT PLAN1WATER HEATER (ELECT)3220EMPLOYEE LOCKER2927283031-SALSBURY2324222125431314129687DESCRIPTIONCOUNTERTOP21ITALIA 1 DP1200--NOTES47.5"X31"X45.25"-(W. X. D. X. H.)SIZE (IN INCHESEQUIPMENT SCHEDULECUSTOM-DISPLAY CASEOSCARTEK5DRY STORAGE SHELVING101126"X29 1/4"X21 3/8"HAND SINK (DROP-IN) D1-1-10ADVANCE 19" x 13"2615W/ 6" LEGSBRADFORD -17193334181516#MANUFR. MODEL NO.MOUNTLBS.HAND SINKADVANCE17.75"X15.25"REGISTER-PREP. SINK (PREP)ICE MACHINEEAGLE 414-16-1-18RZ199-24ZURNINDIRECT TO FLOOR SINK, NSF APPROVED32.25"x59.5"x44.5"24"x24"x10" W/ MOP RACK, CHEM. CABINET, NSF APPROVEDINDIRECT TO F.S., NSF APPROVED.MOP SINKSNEEZE GUARD1/2" TEMPERED GLASSMETRO 1860NS 60" x18" x86 5/8" W/ 6" LEGS & 5 TIER. NSF APPROVED.MICRO. CONVECTION OVENTORNADO 2TURBOCHEFNSF APPROVEDEAGLE3 COMP. SINK 314-16-3-18 DIRECT TO SEWER LINE, NSF APPROVED90" x 26" x 44.5"PRE-RINSE SPRAY HOSE 2210-WBFISHIER 8" CENTERGRINDER MAHLKONIG K30 TWINICE-O-MATICICEU300/30522314QUANTITY-1111111111111314.5"X22"X11.8"7-PS-87GCTEL: (408) 316-6782P.O.BOX 9375SAN JOSE, CA 95157Email: laliloo76@gmail.comPREPARATION SINK AND DIPPER WELLFLOOR SINK MUST BE INSTALLED TO PROVIDE INDIRECT SEWER CONNECTION AT ICE MACHINE, FOOD 11.10. INSTALL PERMANANT SOAP AND TOWEL DISPENSER AT HAND WASH SINK LOCATION.THE TOP IS FLUSH WITH THE FINISHED FLOOR SURFACE.IF GREASE TRAP IS REQUIRED BY THE BUILDING DEPARTMENT, IT MUST BE MOUNTED IN THE FLOOR SO THAT9.8. INSTALL MECHANICALLY VENTILATED EXHAUST FAN IN TOILET ROOMS.LIGHT FIXTURES LOCATED OVER UNCOVERED FOOD OR UTENSILS MUST BE SHATTERPROOF AND CLEANABLE.7.AND ALL CRACKS AND CREVICES SEALED WITH A CAULKING-TYPE SEALANT.6. ALL COUNTERS AND SHELVING IS TO BE OF CABINET QUALITY CONSTRUCTION WITH ALL SURFACES SMOOTH HEIGHT OF 48" ABOVE THE FLOOR.FIBERGLASS REINFORCED PANELING ON THE WALLS BEHIND ALL SINKS. INSTALL PANELING TO A MINIMUM 5.LIGHT IN COLOR ( LIGHT REFLECTANCE VALUE OF 70% OR GREATER) 4. ALL WALLS AND CEILINGS IN THE FOOD SERVICE AREAS MUST BE SMOOTH FINISHED, WITHOUT TEXTURE, ANDMATERIAL MUST CONTINUE UP THE WALL AT LEAST 4". TOP SET COVED BASE MATERIAL IS NOT ACCEPTABLE.THE FLOOR SURFACE IN THE FOOD SERVICE/STORAGE AREA AND THE SERVICE AREA (EMPLOYEE SIDE)3.MUST BE COVED AT THE FLOOR/WALL JUNCTURE WITH A MIN. 3/8" RADIUS COVED BASE. THE FLOOR INCLUDING CONDENSATE DRAIN LINES, WATER HEATER PRESSURE RELIEF LINES AND SODA LINES.1. ALL EXISTING EQUIPMENT SHALL BE EVALUATED AND APPROVED ON A CASE-BY CASE BASIS.2. PIPING AND CONDUITS OF ALL TYPES MUST BE CONCEALED WITHIN WALLS, FLOORS AND CEILINGSHEIGHT OF 48" ABOVE THE FLOOR OVER MOISTURE RESISTANT UNDERLAYMENT. CBC 807.1.2. RESTROOM "WET WALLS" ARE TO BE FINISHED WITH A SMOOTH, HARD, NON-ABSORBENT MATERIAL TO A MIN.5" UP SURROUNDING WALLS TO PROVIDE A CONTINUOUS, INTERGRAL BASE. CBC 807.1.1. FLOOR AT RESTROOM SHALL BE FINISHED WITH SMOOTH, HARD, NON-ABSORBENT MATERIALS WHICH EXTEND12.13.THE FRONT AND BACK COUNTERS MUS BE PLASTIC LAMINATED INSIDE AND OUT AND WILL HAVE14.INTEGRALLY COVED BASES.15.INSTALL FULL HEIGHT FRP ON THE WALLS ADJACENT TO ALL SINKS.16.NEW MOP SINK TO BE FLOOR MOUNTED AND MUST BE PROVIDED WITH HOT AND COLD RUNNING WATER THROUGH A MIXING FAUCET EQUIPED WITH AN INTEGRAL VACUUM BREAKER. CONTRACTOR TO PROVIDE A MOP HANGER POSITIONED SO THAT MOPS DRIP INTO THE JANITORIAL SINK.17.CONTRACTOR TO INSTALL STAINLESS COVERING, OR SIMILAR DURABLE MATERIAL, BEHIND ALL COOKING EQUIP.18.SUFFICIENT NATURAL OR ARTIFICIAL LIGHTING WILL BE PROVIDED (MINIMUM 20 FOOT-CANDLES MEASURED 30" ABOVE THE FLOOR WILL BE PROVIDED FOR GENERAL CLEAN-UP PURPOSES AND 50 FOOT-CANDLES AT SURFACES WHERE FOOD EMPLOYEES WILL WORK WILL FOOD OR WITH UTENSILS OR EQUIPMENT USED FORCUTTING OR GRINDING.)19.THE STORAGE AREAS FOR THE NON-FOOD ITEMS SUCH AS: CLEANERS, TOWELS, APRONS, EMPLOYEELOCKERS SOILED LINEN, MOP, BROOM, AND MOP BUCKETS, PROVIDED BY CABINETS ABOVE MOP SINK.HEALTH REQUIREMENT NOTES20.PROVIDE APPROVED METAL SPLASHGUARD AT ALL HAND SINKS AND DROP-IN COUNTER RINSE SINKS.21.PROVIDE QUARRY TILE FLOOR AND COVED BASE IN THE EMPLOYEE LOCKER AND WATER HEATER ROOMS22.PROVIDE INDIRECT SANITARY SEWER CONNECTION AT THE ESPRESSO MACHINE AND DIPPER WELL.23.INSTALL THE FLOOR SINKS 3/4 UNDER THE CABINETS AND THE ICE MACHINE AND FREESTANDING SINKS24.THE GREASE RETENSION DEVICE MUST BE MOUNTED IN THE FLOOR SO THAT THE TOP IS FLUSH WITH THE FINISHED FLOOR SURFACE.RINSERRINSER WITH SIDE SPRAYESPRESSO PARTS16 7/8"X6 3/8"X2"COUNTERTOP OVEN; NSF APPROVEDREFRIGERATOR AVANTCO SS SERIES 54"x32.25"x82.5"1-15757-5914132--23TYPE-FLOOR 286---FLOORFLOORWALLWALLWALLFLOORWALLWALL* PROVIDE ANCHORAGE FOR ALL EQUIPMENTS WEIGHING MORE THAN 200lbs./100lbs. WHICH ARE ATTACHED TO FLOOR/WALL (CEILING )1825PERMIT SET 05/06/191.AISLES SERVING AS A PORTION OF THE EXIT ACCESS IN THE MEANS OF EGRESS SYSTEM SHALL BE IN GENERAL NOTESACCORDANCE WITH CBC 1017.2. REMOVE 12" OF EXISTING CONCRETE SLAB TO INSTALL NEW PLUMBING WASTE LINE PER PLUMBINGDRAWINGS.3. ALL EQUIPMENT AND COUNTERS/CABINETS SHALL BE INSTALLED ON 6" HIGH ROUND METAL LEGS,COMMERCIAL CASTORS, OR COMPLETELY SEALED IN PLACE ON A 4" HIGH CURB OR PEDESTAL WITHINTEGRAL COVE BASE WITH 3/8" RADIUS CONTINUOUS WITH THE FLOOR.BIG MUGTENANT IMPROVEMENTS FOR:1725 S. BASCOM AVENUE, STE. 1100CAMPBELL, CALIFORNIA 95008W/ TOWEL AND SOAP DISPENSERw/ TOWEL&SOAP DISPENSER; SIDE SPLASH GUARDWALL SHELV. (2 TIER)INTERMETRO18" D., 2 TIERDBL. SHELF POST TYPE.28WALLFREEZER AVANTCO SS SERIES1DRY STORAGE SHELVINGMETRO 1848NS 48" x18" x86 5/8" W/ 6" LEGS & 5 TIER. NSF APPROVED.423WALLWALL-30.5"X30"X39"FLOOR448448FLOOR35364. PROVIDE AT LEAST 5 % OF THE EMPLOYEE LOCKERS TO BE ACCESSIBLE PER CBC 11B-225.2.1 AND CBC 11B-811. REFER TO 15/A5.15. PROVIDE ANCHORAGE FOR THE STORAGE SHELVES PER MANUFACTURER'S RECOMMENDED FOOT PLATES WITH 3 @ 1/2" ANCHOR BOLT.6. ALL FINISHES SHALL COMPLY WITH CHAPTER 8, AND CFC CHAPTER 8. 7. THE MOVABLE COOKING EQUIPMENT SHALL BE PROVIDED WITH A MEANS TO ENSURE THAT IT IS CORRECTLY POSITIONED IN RELATION TO THEAPPLIANCE DISCHARGE NOZZLE DURING COOKING OPERATIONS, I ACCORDANCE WITH NFPA 17A, SECTION 5.6.4.DISPLAY CASE 1FLOOR13.25"X15"X17"TOASTERAT EXPRESSAPW WYOTT135FLOOROSCARTEKITALIA 1 DP150035259.5"X31"X45.25"STEAMER MODBAR 16"X14"X8.6" NSF APPROVED2STEAM SYSTEM40-ESPRESSO MODBAR 16"X15"X8.6" NSF APPROVED2ESPRESSO SYSTEM 40-NSF APPROVEDGRINDER MAHLKONIG PEAK114.5"X22"X11.8"57-COFFEE HAND DRIP MODBAR 16"X14"X5.5" NSF APPROVED3POUR-OVER SYSTEM40-WATER BOILERWITH ECOSMART UC45MARCO119.4"X16.5"X26.2"24-UBER FONT 2COFFEE BREWER FETCO137"X27"X22"96-CBS-2150-2GXTSUNDERCOUNTER REF.AVANTCO SSUC 74.25"X32.25"X38.5"1FLOOR298118"X8.5"X10.7"20FLOORMIXER THE QUIET ONEVITAMIX1FLOOR-17"X9"X19.5"13.2FLOORJUICER 932/96700HAMILTON BEACH1FLOOR-119.7"X24.4"X39"104.7FLOORJUICER JE-ES-0045OMCAN1FLOORPANINI GRILLSWARINGWFG250 641 FLOOR9.5"X16"X17.5"WAFFLE MAKERSEAGLET3048SB-1FLOOR30"X48"WORK TABLECARNIVAL KINGBELGIAN WAFFLE1FLOOR19.75"X17.25"X11.75"SANDWICH PREP.AVANTCO SSPT 46.75"X35"X45 7/8"1FLOOR37454"x32.25"x82.5"EAGLET3060SB FLOOR30"X60"WORK TABLE1EAGLET3060SB FLOOR30"X60"WORK TABLE1AUTO-CHLORU34 SPACESAVER FLOOR29"X28.25"X34"U/C DISHWASHER137383940
3'x8' Coffee Tasting Table3'x8' Coffee Tasting Table
H/WAAAACCBEXISTING OPEN CEILINGAPP' DARK GRAY PAINT FIN.(BENJAMIN MOOR: 2134-30 IRON MOUNTAIN)GYP. BOARD/ APP' WHITE PAINT FIN.(BENJAMIN MOOR: OC-118 SNOWFALL WHITE) C.H: 12'-0"C.H: 9'-0"C.H: 9'-0"C.H: 12'-0"APP' ACOUSTICAL CEILING TILE FIN.(USG: SHEETROCK LAY-IN CEILING PANEL CLIMA PLUS, VINYL-3270)C.H:10'-0"DateSheet TitleCheckedJob NoScaleDrawnJCJC12345REFLECTED CEILING PLANREVISIONSOR FIRM FOR ANY PURPOSE WITHOUTTHE WRITTEN PERMISSION OFRADD AND DESIGN TEAMALL IDEAS, DESIGNS AND PLANSINDICATED OR REPRESENTED BY THISDRAWINGS ARE THE PROPERTY OFMR ENGINEERS AND DESIGN TEAMAND WERE CREATED AND DEVELOPED FOR USE ON AND IN CONNECTIONWITH THIS SPECIFIC PROJECT.NONE OF SUCH DESIGNS AND PLANSSHALL BE USED BY OR DISCLOSURED TO ANY OTHER PERSON, CORPORATION1825Sheet NoA2.3SCALE : 1/4" = 1'-0"REFLECTED CEILING PLAN1JOB SITE AT END OF JOB.- TRACK SPECIFICATIONS AS FOLLOWS U.N.O : LIGHTOLIER RADIUS TRACK 9100 BK SERIES WITH 9148- ALL FIXTURES TO BE CENTERED IN 2x2 or 2x4 CEILING TILE (U.N.O)- ALL FIXTURES TO BE PROVIDED BY RECEIVED, STORED & INSTALLED BY ELECTRICAL CONTRACTOR.- G.C. TO VERIFY LEAD TIME ON THE ACOUSTICAL CEILING TILES & CEILING GRID.- ALL LIGHT FIXTURES LABELED WITH UL. TO BE WIRED TO NIGHT LIGHT CIRCUIT. SEE ELEC. DWG's.- ELECTRICAL CONTRACTOR SHALL SUPPLY 10% ADDITIONAL SPARE, OF ALL LAMP TYPES. TO BE LEFT ATLENGTH OF TRACK AS INDICATED BY (X') ON PLAN.STARTER AND 9149 JOINERONE 20 AMP CIRCUIT REQUIRED FOR EACH 20 FT. SECTION OF TRACK GENERAL NOTES7. ALL SURFACES IN KITCHEN, SERVICE, AT BEVERAGE COUNTER AND RESTROOMS SHALL MEET 70 %6. COUNTER / TABLE TOPS : ALL PRODUCT TO BE SLAB W/ SURFACE ROUND EDGE DETAIL2. NOT ALL FINISHES IN SCHEDULE OF FINISHES ARE NECESSARILY INCLUDED IN THIS SCOPE OF WORK.1. CORNER GUARDS TO BE INSTALLED AT ALL OUTSIDE CORNERS IN KITCHEN, SERVICE, PREP. (STAINLESS) ALL WALL, FLOOR & CEILING TILE USED. LIGHT REFLECTIVE VALE (LRV) OR GREATER. SEE SPEC. ABOVE & SHEETS A6 FOR USE. AND CONSISTANT / SMALL PARTICULATE AND POLISHED FINISH.5. G.C. TO LEAVE ON SITE, UPON COMPLETION OF JOB, (1) BOX EACH OF4. FLOOR TILE TO BE OBTAINED THROUGH OWNER'S CONTACT.FINISH NOTESTEL: (408) 316-6782P.O.BOX 9375SAN JOSE, CA 95157Email: laliloo76@gmail.comF1FINISH KEY NOTEST3ASHEN GRAY, #0T03, DALTILEQUARRY TILE (SMOOTH FINISH)SIZE : 6" x 6"CT1REFER TO INTERIOR PACKAGETILEACT1USG AURATONE TOUCHSTONE 2'x2' - SQ. EDGE,#5893, USG-DONN DX SYSTEM COLOR:WHITECEILING TILEFRP1KEMLITE : GLASBORD-P CLASS CFIRE RATED .09", #85 WHITEFIBERGLASS REINFORCED PANELSSS1STAINLESS STEEL W/ SATIN FINISH, 24 GA. MIN.MEN'S BATHROOMROOM FINISH SCHEDULE4QUARRY TILEFLOORGALV. METALNAME3526SERVICE AREA1X6 WOODWALLSFRP PANELSBASEGALV. METALQUARRY COVE TILEa THE WALK-IN COOLER AND FREEZER'S METAL FLOORS ARE SMOOTH. DIAMOND PLATE FLOOR IS NOT APPROVEDb PAINT TYPE WILL BE SEMIGLOSSc WASHABLE, SMOOTH FINISH, WHITE COLOR AND SEMIGLOSS PAINTIN THE COOLER AND FREEZER.d INTEGRAL COVE BASE: 6" Ht., 3/8" RADIUSPAINTED GYP. BD.T-BAR CEILINGSTAINLESS STEEL BASEGALV. METALe SMOOTH FINISH & COVERED W/ EPOXY PAINT.1SEATING AREASTORAGEdddccF1T3T3SS1FRP114'-0" +/-PAINTED GYP. BD.CERAMIC TILECT110'-0"MARKCEILINGCEILINGHEIGHTdccccSEALED CONCRETEPORCELANE TILET2EXISTING TO REMAINEXISTING TO REMAINEXISTING CEILING/PAINT FIN.cACT1SUSPENDED GYP. BD12'-0" +/-10'-0"9'-0"9'-0"PORCELANE TILETILEKEY NOTESA(N) GYP. BD. CEILINGBEXPOSED CEILINGCW/ DARK GREY COLOR PAINT(N) T-BAR CEILINGKITCHENWOMEN'S BATHROOMbdREFER TO INTERIOR PACKAGEccWOOD PANELPERMIT SET 05/06/19BIG MUGTENANT IMPROVEMENTS FOR:1725 S. BASCOM AVENUE, STE. 1100CAMPBELL, CALIFORNIA 95008
DateSheet TitleCheckedJob NoScaleDrawnJCJC12345PHOTOSREVISIONSOR FIRM FOR ANY PURPOSE WITHOUTTHE WRITTEN PERMISSION OFRADD AND DESIGN TEAMALL IDEAS, DESIGNS AND PLANSINDICATED OR REPRESENTED BY THISDRAWINGS ARE THE PROPERTY OFMR ENGINEERS AND DESIGN TEAMAND WERE CREATED AND DEVELOPED FOR USE ON AND IN CONNECTIONWITH THIS SPECIFIC PROJECT.NONE OF SUCH DESIGNS AND PLANSSHALL BE USED BY OR DISCLOSURED TO ANY OTHER PERSON, CORPORATIONSheet NoTEL: (408) 316-6782P.O.BOX 9375SAN JOSE, CA 95157Email: laliloo76@gmail.com1825PERMIT SET 05/06/19BIG MUGTENANT IMPROVEMENTS FOR:1725 S. BASCOM AVENUE, STE. 1100CAMPBELL, CALIFORNIA 95008
WHITE WITH GREY GRAPHIC BACK PAINTEDGLASS PANEL REFER OVER 3/4" PLYWOOD2x FURRING PROVIDE STRUCTURALSUPPORT AS REQUIRED1/2" CHANEL PAINT TO MATCH W/ADJ. MATERIAL COLOR5/8" RADIUS COVE BASEPER SCHEDULEMARINE PLYWOOD SUBTOPWHITE MARBLE TOP OVER 3/4"1x BLOCKING@ 24" O.C.1X FRAMING3 5/8" MTL. STD. @ 16" O.C. MIN.COVE BASE PER SCHEDULE2'-10"3'-0"1"112"P.O.S. STATION VERIFY SIZE & LOCATIONSPROVIDE HOLES IN GRANITE FORWHITE PLASTIC LAMINATEFINISH ALL INSIDES AND SHELVES2x FURRING PROVIDE STRUCTURALSUPPORT AS REQUIREDCOVE BASE PER SCHEDULE1/2" CHANEL PAINT TO MATCH W/WHITE WITH GREY GRAPHIC BACK PAINTED1'-5"ADJ. MATERIAL COLORGLASS PANEL OVER 3/4" PLYWOOD1/2" TEMP. GLAZING SNEEZE GUARD60"± AFF9"2'-10"3/4" PLYWOODFLOOR SINK5/8" PLYWD. BOT.COVERED W/ WHITE LAM.& 3/4" ALUM. ANGLEW/ #4 SCREWS5/8" TH. DOORW/ 3 HINGES PER DOORCOUNTER TOPMATCH W/ FRONT COUNTER1"1'-0"2 1/2" MIN.3/4" PLYWOOD5/8" PLYWOODTHIS CABINETNO BOTTOM IN 3/4" PLYWOOD5/8" PLYWD. BOT.COVERED W/ WHITE LAM.& 3/4" ALUM. ANGLEW/ #4 SCREWS5/8" TH. DOORW/ 3 HINGES PER DOORCOUNTER TOPMATCH W/ FRONT COUNTER3'-0"3'-0"4"6"2 1/2" MIN.BACKFLASHWALL3/4" PLYWOOD5/8" PLYWOODWALLCOVED BASE-6" MIN.3/4 UNDER THE CABINETSFLOOR SINK W/ HALF GRATEAIR GAP BETWEEN CONDENSATE LINE AND FLOOR SINKALL ELECTRICAL, WATER, CONDENSATE LINESAND OTHER CONDUITS SHALL BE CONCEALEDWITHIN CHASE2x FURRING PROVIDE STRUCTURALSUPPORT AS REQUIREDCOVE BASE PER SCHEDULE1/2" CHANEL PAINT TO MATCH W/5/8" RADIUS COVE BASEPER SCHEDULEMARINE PLYWOOD SUBTOPWHITE MARBLE TOP OVER 3/4"3 5/8" MTL. STD.@ 16"O/C MIN.WHITE WITH GREY GRAPHIC BACK PAINTED1'-5"WHITE PLASTIC LAMINATEFINISH ALL INSIDES AND SHELVESADJ. MATERIAL COLORGLASS PANEL OVER 3/4" PLYWOOD1/2" TEMP. GLAZING SNEEZE GUARD60"± AFF1X BLOCKING@24" O/C9"2'-10"DateSheet TitleCheckedJob NoScaleDrawnJCJC12345CABINET SECTIONSREVISIONSOR FIRM FOR ANY PURPOSE WITHOUTTHE WRITTEN PERMISSION OFRADD AND DESIGN TEAMALL IDEAS, DESIGNS AND PLANSINDICATED OR REPRESENTED BY THISDRAWINGS ARE THE PROPERTY OFMR ENGINEERS AND DESIGN TEAMAND WERE CREATED AND DEVELOPED FOR USE ON AND IN CONNECTIONWITH THIS SPECIFIC PROJECT.NONE OF SUCH DESIGNS AND PLANSSHALL BE USED BY OR DISCLOSURED TO ANY OTHER PERSON, CORPORATION1806Sheet NoA5.0SCALE : 1" = 1'-0"COUNTER SECTION @ CASH RESISTER17SCALE : 1" = 1'-0"ESPRESSO MACHINE7SCALE : 1" = 1'-0"COUNTER SECTION @ FLOOR SINK1SCALE : 1" = 1'-0"COUNTER SECTION @ GLASS WALL19SCALE : 1" = 1'-0"SANDWICH PREP. 3TEL: (408) 316-6782P.O.BOX 9375SAN JOSE, CA 95157Email: laliloo76@gmail.comSCALE : N.T.SREACH RANGE @ EMPLOYEE LOCKER5PERMIT SET 05/06/19BIG MUGTENANT IMPROVEMENTS FOR:1725 S. BASCOM AVENUE, STE. 1100CAMPBELL, CALIFORNIA 95008
9'-0"8'-0"2'-0"18'-0" MIN.3'-0"O.C.ACCESSIBLE SIGN6"Hx3'-0"LWHEEL STOP,TYP.4"W. BLUE PAINTED STRIPING12" HIGH MINIMUM LETTERS"NO PARKING" SEE ACCESSIBILITY LOGO, TYP.27"42"34"34"48" MIN. CLEAR27"48" MIN. CLR.36" MIN. CLR.36" MIN. CLR.NOTE: ALL RAMPS MUST MEET HANDRAIL AND CURBREQUIREMENTS.VARIES (30' MAX.)VARIES (30' MAX.)WHEN DOOR SWINGS ONTOLANDING 42" MIN.PLUS DOOR WIDTHAS REQ'D30" MAX. RISE (TYP.)72" MIN.60" MIN.60" MIN.60" MIN.STRAIGHT RAMP RUNRAMP SECTIONRAMP W/ INTERMEDIATE SWITCH-BACK PLATFORMRAMP W/ TURNING PLATFORMDETAILSIDEWALKSIDEWALK30" MAX. RISE (TYP.)AS REQ'D72" MIN.VARIES (30" MAX.)60" MIN.60" MIN.WHEN DOOR SWINGS ONTOLANDING 42" MIN.PLUS DOOR WIDTH72" MIN.60" MIN.WHEN DOOR SWINGS ONTOLANDING 42" MIN.PLUS DOOR WIDTH60" MIN.60"MIN.72" MIN.72" MIN.60" MIN.LANDINGINTERMEDIATETURNING POSITIONINTERMEDIATELANDING30" MAX. RISE (TYP.)AS REQ'DVARIES (30' MAX.)30" MIN.GUARD RAIL & CURBADJACENT HAZARDHANDRAIL AT RAMPSHOR. RAILING REQ'D. WHERE INTERMEDIATE RAILS W/ A MAX. OF 4" CLR. SPACEBETWEEN INTERMED. RAILS ARE NOT REQUIRED, TYP.2" HIGH WARNING CURBS WHEN A 4" (OR MORE) DROP OCCURSPOLECURB, TYP.STREET, TYP.AT 1:2 SLOPE1/2" MAX.OUTSIDE FINISHFINISH FLOOR10" BOTTOM RAIL1/4" MAX.30" (N.T.S.)80" (N.T.S.)1'-111732"17" MIN.38"2732"14 1/2"1"1"CAP END OF POST WATER TIGHT16 GA. GALV. STEEL SIGN PER CCRTITLE 24 SECTION 7102 (F) ATTACH TOPOST W/ (3) #14 ROUND HEADSTAINLESS STEEL SELF TAPPINGSCREWSTS 1-1/2"x1-1/2"x1/4" GALV. STEELSET IN 9" O x2'-6" DEEP 3,000 P.S.I.CONCRETE FOOTING1/2" R7/8" R212"314"40" MAX. TOREFLECTIVE SURF.34" MAX.29" MIN.27" MIN.9" MIN.6" MAX.8" MIN.17" MIN.40" MAX.40" MAX.33"-36"42" MIN.12" MAX.17"-19"MAX.24" MIN.7"-9"19" MIN.15"15"17"24" MIN.12" MIN.17"-18"6"27"33"48"TOP OF WAINSCOT, U.O.N.SURFACE MOUNTED MIRRORNOTE:PROVIDE PRIVACY DOOR LOCK WHEN IT IS A PRIVATE TOILET OR FOR UNISEX USE. GRAB BARS; SEE TYPICALACCESSIBILITY NOTES SHEET.WHEELCHAIR REACH ELEVATIONPAPER TOWEL DISPENSER &RECEPTACLE1-1/2" O GRAB BARS, 250#CAPACITY, 1 1/2" GAP BETWEENWATER CLOSETFEMININE NAPKIN DISPOSALSEAT COVER DISPENSERTOILET PAPER DISPENSER W/OSTOPSFIXTURES & ACCESSORIESURINAL WCFLUSH LEVER ON OPPOSITE SIDE OFHANDRAILAREAS TO BE KEPT CLEAR OFPLUMBING LINE6" COVE BASE (U.O.N.)SEE PLAN12"24" MIN.54" MIN.17"-18"60" MIN.SEE PLAN18"17" MIN.18"32" MIN. CLR.19" MAX.48" MIN. FOR FRONT ENTRY DOORDOOR MOUNTED SIGN1/2" MAX. THRESHOLD18" CLR., 24" PREFERREDWALL MOUNTED ACCESSIBLE SIGN,SIGN SHALL BE MOUNTED SUCHTHAT BRAILLE CHARACTERS ARELOCATED 48" MIN. A.F.F. RAISEDCHARACTERS SHALL BE LOCATED60" MAX A.F.F.30"x48" MIN. CLEAR AREA42" MIN. GRAB36" MIN. GRAB60" DIA.BARBAR6" RADIUSBLUE BACKGROUNDEQ. TO COLOR #15090 IN FED.STD.595B.2"W WHITE PAINTED STRIPINGTYPICAL+/-6'-8" ABOVE GRADECENTER LINE PARKING STALLR10"AS REQUIRED+/-9"PORCELAIN ON STEELREFLECTORIZED SIGN (16 GA)WHITE SYMBOL (REFLECTIVE)BLUE BACKGROUNDWHITE LETTERSMIN. WALL OR POLE-MOUNTEDSEE SITE ACCESS SIGNFOR POST MTD. INFO.NOTE:GRADE ONLY IF SIGN OBSTRUCTSPEDESTRIAN LINE OF TRAVEL9"9"PORCELAIN ON STEELREFLECTORIZED SIGN (16 GA)WHITE SYMBOL (REFLECTIVE)BLUE BACKGROUNDEQ. TO COLOR #15090 IN FEDERALSTANDARD 595B80" MIN. IF ADJACENT TO SEE SITE ACCESS SIGN DETAIL FORPOST MTD. INFO..PERMANENT SIGNAGE TO BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. MOUNTINGLOCATE ALLOWS A PERSON TO APPROACH WITHIN 3" OF THE SIGNAGE WITHOUT ENCOUNTERING PROTRUDINGOBJECTS OR STANDING WITHIN THE SWING OF A DOOR (AT DOUBLE LEAF DOORS AND WHEN THERE IS NO WALLSPACE AT THE LATCH SIDE, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THERIGHT).(2013 CBC SECT. 1011.3) TACTILE EXIT SIGNAGEEACH GRADE LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY ATACTILE EXIT SIGN WITH THE WORD, "EXIT"1.EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOREXIT BY MEANS OF A STAIRWAY OR RAMP SHALL BE IDENTIFIED BY ATACTILE EXIT SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE:A. "EXIT STAIR DOWN"B. "EXIT RAMP DOWN"C. "EXIT STAIR UP"D. "EXIT RAMP UP"2.EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOREXIT BY MEANS OF AN EXIT ENCLOSURE THAT DOES NOT UTILIZE A STAIROR RAMP, OR AN EXIT PASSAGEWAY SHALL BE IDENTIFIED BY A TACTILEEXIT SIGN WITH THE WORDS, "EXIT ROUTE"EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA THAT ISREQUIRED TO HAVE A VISUAL EXIT SIGN, SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, "EXIT ROUTE".EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED BYA TACTILE EXIT SIGN WITH THE WORDS "TO EXIT".LETTERS ON SIGNS ARE RAISED 1/32", SANS SERIF UPPERCASE CHARACTERS ANDARE ACCOMPANIED BY GRADE 2 BRAILLE. RAISED CHARACTERS SHALL BE AMINIMUM OF 5/8" AND A MAXIMUM OF 2" HIGH. LETTERS ON SIGNS HAVE AWIDTH TO HEIGHT RATIO BETWEEN 3:5 (60 %) AND 1:1 (100 %) AND A STROKE WIDTHTO HEIGHT RATIO BETWEN 1:5 (20 %) AND 1:10 (10 %)CHARACTERS AND BACKGROUND OF SIGNS IS EGGSHELL, MATTE, OR OTHER NON-GLARE FINISH.CHARACTERS CONTRAST WITH THEIR BACKGROUNDS (LIGHT CHARACTERS ON A DARK BACKGROUND, ORDARK CHARACTERS ON A LIGHT BACKGROUND).3.4.5.DOOR TYPE:MINIMUM 10" HIGH SMOOTH SURFACE AT DOOR BOTTOM, EITHERATTACHED PANEL OR BOTTOM RAIL.HARDWARE:OPENABLE FROM INSIDE WITHOUT USE OF KEY OR SPECIALKNOWLEDGE OR EFFORT.OPENABLE BY SINGLE EFFORT LEVER-TYPE DEVICE (NOT REQUIRINGGRASPING).MOUNTED 34" TO 44" ABOVE THE FINISHED FLOORMAXIMUM 5LBS. EFFORT TO OPERATE EXTERIOR DOOR, 5LBS. FORINTERIOR.34" TO 44"LEVER OR USHAPEDHANDLE10" MIN.BOTTOM RAILOR PROVIDEKICK PLATERUBBERBUMPER ONWHEELCHAIR1.2.3.4.5.9"8"EACH PARKING SPACE RESERVED FOR THE HANDICAPPED SHALL BE IDENTIFIED BY A PERMANENTLYAFFIXED REFLECTORIZED SIGN OF PORCELAIN ON STEEL, BEADED TEXTURE OR EQUAL1.SIGN SHALL DISPLAY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY (A WHITE FIGURE ON A BLUEBACKGROUND)2.THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN THE FEDERAL STANDARD 595B3.THE SIGN SHALL BE CENTERED AT THE INTERIOR END OF EACH PARKING SPACE AT A MIN. HEIGHT OF 'X'ABOVE FINISH GRADE OF THE PARKING SPACE4.EACH SPACE SHALL HAVE, IN ADDITION, A SURFACE IDENTIFICATION DUPLICATING THE SYMBOL OF ACCESSIBILITY IN BLUE PAINT AT LEAST 3'-0" SQUARE1.A SIGN (NOT LESS THAN 17"X22" IN SIZE, WITH LETTERS NOT LESS THAN 1" IN HEIGHT, WITH A WIDTH TOHEIGHT RATION BETWEEN 3:5 AND 1:1) SHALL ALSO BE POSTED, IN A CONSPICUOUS PLACE AT EACH2.ENTRANCE TO THE OFF STREET PARKING FACILITY WHICH STATES THE FOLLOWING:"UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S EXPENSE. TOWED VEHICLES MAY BERECLAIMED AT OR BY TELEPHONING ."CENTERLINE OF SIGN'X'X = 80" POST MOUNTEDX = 36" WALL MOUNTED60" MAX. TO THE BASELINE OF THE HIGHEST LINE OF RAISED LETTERS 48" MIN. TO THE BASELINE OF THE BRAILLE CELLS9"48" MIN.48" MIN.48"3/4"1/4"1/4"48"LESS THAN60"48"RETAINING CURB IF NECESSARYAT BACK OF SIDEWALKSEE GROOVING2 %MAX.10 %MAX.8.33 %MAX.FRONT EDGE OFSIDEWALKPLANTHESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESEREGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDINGDESIGN AND CONSTRUCTION.A OR BA OR BGROOVED WARNING BORDER+/-3/4" ON FLAT AREAS, 1-1/2" ONSLOPING AREASNOTE:TOP OF RAMP8.33 %MAX.2 %MAX.TOP OF RAMP2 %MAX.8.33 %MAX.RETAINING CURB IFNECESSARYSECTION A-ASECTION B-BSECTION C-C2 %MAX.RETAINING CURB IFNECESSARYRETAINING CURB IF NECESSARYAT BACK OF SIDEWALK8.33 %MAX.2 %MAX.CCSEE GROOVING54" MIN.ADJACENT WALL*WHERE THERE IS NO WALL SPACE TOTHE LATCH SIDE OF THE DOOR, PLACESIGN ON NEAREST ADJACENT WALL(NOT TO SCALE)MOUNT WALL SIGN ONWALL ADJACENT TOLATCH SIDE OF DOOR*1/2" R. (TYP.)ALL GENDER SYMBOLMENS' SYMBOLDOORTYP. ALL SIDESWOMENS' SYMBOL1/4" THK. TRIANGLESUPERIMPOSED ONTOCIRCLE, BLUE #1509058" MIN. TO 60" MAX.CLCLEQEQDOOR SIGN:: SIZE: 12" EQUALATERAL TRIANGLE PLASTIC LAMINATE FINISH: NON-GLARE COLOR FORMAT: WHITE FIGURE ON BLUE FEDERAL STANDARD 599b. MOUNTING: PLAQUES TO BE INSTALLED W/ DOUBLE BACK FOAM TAPETHICKNESS: 1/4" MATERIAL: MELAMINE MATERIAL: MELAMINE BACKGROUND: THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 INWALL SIGNSHAPE: SQUARE MATERIAL: COLORED ACRYLIC PLASTIC COLOR FORMAT: WHITE FIGURE ON BLUE SHALL BE EQUAL TOMOUNTING: PLAQUES TO BE INSTALLED W/ DOUBLE BACK FOAM TAPEFINISH: NON-GLARE BACKGROUND: THE BLUE COLOR NO. 15090 IN FEDERAL STANDARD 599b. 12"1/2" R. (TYP.)12" DIA. X 1/4" THK. CIRCLE, BLUE #150901/2" R. (TYP.)SEATS SHALL BE OF THE OPEN FRONT TYPEPARKING SIGNAGE HT. SHALL BE60" ABOVE THE GROUND. WITHINTHE ACCESSIBLE ROUTE, THEMIN. 80" STANDARD FOR POSTMOUNTED SIGNAGEACCESSIBLE ROUTE,OTHERWISE 60"4" BLUE OR WHITE HATCHED/DIAGONALLINES @ 3'-0" MAX.1/32" RAISED COPYMENRAISED IMAGE/ BRAILLE PANEL1/32" RAISED GRAPHICSWOMEN'S SIGN SIM. ("WOMEN")RAISED GRADE 2 BRAILLE1/2" R., TYP.FOAM TAPE1/4" ACRYLIC BACKPLATEMIN6"MIN5/8"5'-0" MIN. AT TYPICAL ACCESSIBLEPARKING & 8'-0" MIN. AT VANACCESSIBLE PARKINGON BUILDING WALL9'-0"* SURFACE SLOPES OF ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 2 %SLOPE IN ANY DIRECTIONDateSheet TitleCheckedJob NoScaleDrawnJCJC12345ACCESSIBILITY DETAILSREVISIONS1825Sheet NoA5.1N.T.S.VAN ACCESSIBLE PARKING SIGN3N.T.S.ACCESSIBLE SIGN6N.T.S.ACCESSIBLE PARKING STALL7N.T.S.ACCESSIBLE PARKING SIGN8N.T.S.SIGNAGE & PICTOGRAMS12N.T.S.ACCESSIBILITY LOGO13N.T.S.ACCESSIBLE SIGNAGE11N.T.SCURB DETAIL2N.T.S.TYP. BATHROOM ELEVATIONS4N.T.S.DOOR THRESHOLD5N.T.S.TYP. ACCESSIBLE RAMP20N.T.S.ACCESSIBLE PARKING SIGN18N.T.S.TACTILE EXIT SIGN16N.T.S.DOOR KICK PLATE14OR FIRM FOR ANY PURPOSE WITHOUTTHE WRITTEN PERMISSION OFRADD AND DESIGN TEAMALL IDEAS, DESIGNS AND PLANSINDICATED OR REPRESENTED BY THISDRAWINGS ARE THE PROPERTY OFMR ENGINEERS AND DESIGN TEAMAND WERE CREATED AND DEVELOPED FOR USE ON AND IN CONNECTIONWITH THIS SPECIFIC PROJECT.NONE OF SUCH DESIGNS AND PLANSSHALL BE USED BY OR DISCLOSURED TO ANY OTHER PERSON, CORPORATIONTEL: (408) 316-6782P.O.BOX 9375SAN JOSE, CA 95157Email: laliloo76@gmail.comN.T.S.ACCESSIBLE BATHROOM, TYP.10N.T.S.EMPLOYEE LOCKERS15ACCESSIBLE BATHROOM SIGNAGE:* PROVIDE ISA SIGN AT ACCESSIBLE LOCKERPERMIT SET 05/06/19BIG MUGTENANT IMPROVEMENTS FOR:1725 S. BASCOM AVENUE, STE. 1100CAMPBELL, CALIFORNIA 95008
WITH FLAT WASHER1/3 Ht.WATER HEATER Ht.1/3 Ht.1/3 Ht.ELEVATIONSHEET METAL DRAIN PAN2" DEEP GALVANIZED WITH 1" DRAIN LINETO MOP BASIN BELOW#12 TEX SCREWMTL. STUDDRY WALL6" Ht. COVED CURB6"AS REQUIRED BY UPC CHAPTER 5SHALL BE MAINTAINED ABOVE THECONTROLS WITH THE STRAPPING.DIMENSIONS. AT THE LOWER POINTA MIN. DISTANCE OF FOUR INCHESWATER HEATER STRAPPING SHALLBE AT POINTS WITHIN THE UPPERONE-THIRD (1/3) AND LOWER ONE-PER UPC SEC. 510.5.THIRD (1/3) OF ITS VERTICALSECTION 304.4.AND MECHANICAL CODEPLAN VIEW3/4", 24 GA. MTL.STRAP LOOP 2 TIESW/ (4) #12 TEX. SCREW4" MIN.- 6" MAX.3/4", 24 GA. MTL.STRAP LOOP 2 TIESW/ (4) #12 TEX. SCREW#12 TEX SCREWW/ FLAT WASHEREXTEND DRYWALL FULL HEIGHTONE SIDE ONLY WHERE DRAFT STOPOCCURS.SUSP. ACOUST. CLG. SYSTEM "DONN" DXOR EQ. (LA.R.R. # 22179) TYP. U.N.O.METAL STUD W/ 5/8" DRYWALL@ BOTH SIDES (TAPED & SAND W/ SMOOTHFIN. U.N.O.) TYP.PROVIDE ADDITIONAL FLANGE BRACING@ SPACING INDICATED IN SPAN TABLEWHERE DRYWALL IS NOT APPLIED.CONT. TRACK (SAME GAUGE AS STUD) W/"HILTI" DS 42 (.177"DIA) OR EQ. SHOT PINSAT 2'-8" O.C. W/ MIN. 1 7/8" EMBEDMENT(I.C.B.O. # 2388, LA.R.R. # 2582) OR EQ. TYP.SUSP. CLG. AT PARTITION (OPTION)BASE TRACK AT SLABTOP TRACK MET. STUD BRACING@ 48" O.C. ALTERNATE DIRECT.MET STUD @ 16" O.C.W/ 5/8" DRYWALL BOTH SIDES (TAPED& SAND W/ SMOOTH FIN. U.N.O.) TYP.3-# 10 SCREWS ATEA. CONNECT.45°CONT. TRACK CHANNELW/ (2) NO. 10 X 3/4" S.M.S.EA. STUD TYP.ROOF STRUCT."HILTI" DS 42 (.177"DIA) OR EQ. SHOT PINS2 EA PER. BRACING W/ MIN. 1 7/8" EMBEDMENT(I.C.B.O. # 2388, LA.R.R. # 2582) OR EQ. TYP.6" MIN.4" MAX.FULL HEIGHTJAMB STUDS.MEMBER SIZESAS REQ'D PERDESIGN.6" LONG SECTION OF STUDATTACHED TOJAMBW/ (4)#10-16 SCREWS.18ga. MIN.TRACKHEADERCONNECTION.CAP OPENING SIDE OF JAMBW/ TRACKATTACHEDW/ (1)#10-16SCREW@ 16" O.C. INEACH LEG.(2) UNPUNCHEDSTUDS.MEMBER SIZESAS REQ'D PER DESIGN.CRIPPLE STUDS(1)#10-16SCREWTYP. EACHFLANGE(2)#10-16SCREWS @ 16"O.C.CLIP ANGLESIZE AS REQ'D PER DESIGN.EQ.1/2"1"1"1/2"GYP. BD.1'-0" MAX.REFER TO STRUCT. DWG.FOR FRAMING & CONNECTIONMTL. STUDPARTITIONAS SCHEDULED5/8" GYPBD5/8"GYP BDDOOR ANDFRAMEAS SCHEDULEDSHEATHINGINNERTRACKREQUIREDTHIS STUDSHEATHINGIF INNERIS INSTALLED1 ROW#12 SMS @ 16"ocTRACK PIN, TYPTRACKOUTERSHEATHINGAT CORNERSHEATHINGTYPFASTENERSAT INTERSECTIONTYP#12 SMS @ 16"ocTYP OF 4 ROWSMETAL SHEATHINGTYPSTUDEQ.DateSheet TitleCheckedJob NoScaleDrawnJCJC12345DETAILSREVISIONSOR FIRM FOR ANY PURPOSE WITHOUTTHE WRITTEN PERMISSION OFMR ENGINEERS AND DESIGN TEAMALL IDEAS, DESIGNS AND PLANSINDICATED OR REPRESENTED BY THISDRAWINGS ARE THE PROPERTY OFMR ENGINEERS AND DESIGN TEAMAND WERE CREATED AND DEVELOPED FOR USE ON AND IN CONNECTIONWITH THIS SPECIFIC PROJECT.NONE OF SUCH DESIGNS AND PLANSSHALL BE USED BY OR DISCLOSURED TO ANY OTHER PERSON, CORPORATION1806Sheet NoA5.2N.T.S.WALL SECTION, TYP.1N.T.S.SUSPENDED CEILING DETAIL15N.T.S.SUSPENSION CEILING SYSTEM DIAGRAM5N.T.S.SUSPENDED CEILING DETAIL12USE BERC2 CLIP TO REDUCE CLOSURE 1. HEAVY DUTY T-BAR GRID SYSTEM SHALL BE USED.2. HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURAL SYSTEM SHALL BE PROVIDED.THE TRIBUTARY AREAS OF THE HORIZONTAL RESTRAINTS SHALL BE APPROXIMATELY EQUAL.STRIP TO 7/8" THICKSUSPENDED CEILING NOTES3. THE WIDTH OF THE PERIMETER SUPPORTING ANGLE SHALL BE LESS THAN 2". IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE. THE OTHER END IN EACH HORIZONTAL SHALL HAVE A 0.75in. CLEARANCE FROM THEWALL AND SHALL REST UPON AND BE FREE TO SLIDE ON A CLOSURE ANGLE.4. CEILING AREAS EXCEEDING 1,000 SF SHALL HAVE HORIZONTAL RESTRAINT OF THE CEILING TO STRUCTURAL SYSTEM.5. CEILING AREAS EXCEEDING 2,500 SF SHALL HAVE A SEISMIC SEPARATION OR A FULL-HEIGHT PARTITION THAT BREAKS THE CEILING UP INTO AREASNOT EXCEEDING 2,500 SF UNLESS STRUCTURAL ANALYSIS ARE PERFORMED OF THE CEILING BRACING SYSTEM FOR THE PRESCRIBED SEISMIC FORCES THAT DEMONSTRATE CEILING SYSTEM PENETRATIONS AND CLOSER ANGLES PROVIDE SUFFICIENT CLEARANCE TO ACCOMMODATE THE ANTICIPATED LATERAL DISPLACEMENT. EACH AREA SHALL BE PROVIDED WITH CLOSURE ANGLES IN ACCORDANCE WITH NOTE #3 AND HORIZONTALRESTRAINTS OR BRACING.6. SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE A 2 INCH OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOWFOR FREE MOVEMENT OF AT LEAST 1 INCH IN ALL HORIZONTAL DIRECTIONS. ALTERNATELY, A SWING JOINT THAT CAN ACCOMMODATE 1 INCH IN ALLHORIZONTAL DIRECTIONS IS PERMITTED TO BE PROVIDED AT THE TOP OF THE SPRINKLER HEAD EXTENSION.7. PROVIDE POSITIVE CEILING BRACING AT ANY CHANGES IN CEILING ELEVATION.8. CABLE TRAYS AND ELECTRICAL CONDUITS MUST BE SUPPORTED INDEPENDENTLY OF THE CEILING.N.T.S.WATER HEATER STRAP DETAIL13TEL: (408) 316-6782P.O.BOX 9375SAN JOSE, CA 95157Email: laliloo76@gmail.comN.T.S.3METAL STUD CORNER CONNECTIONN.T.S.8METAL STUD DETAILN.T.S.7DOOR HEAD-INTERIORPERMIT SET 05/06/19BIG MUGTENANT IMPROVEMENTS FOR:1725 S. BASCOM AVENUE, STE. 1100CAMPBELL, CALIFORNIA 95008
ORDINANCE NO zis6
BEING AN ORDINANCE OF THE CITY COUNCIL OF THE CITY
OF CAMPBELL APPROVING A PLANNED DEVELOPMENT
PERMIT PLN2011312 AND PARKING MODIFICATION PERMIT
PLN201286 TO ALLOW A MIXEDUSE DEVELOPMENT
CONSISTING OF 168 APARTMENT UNITS AND 15295 SQUARE
FEET OF GROUND FLOOR RETAIL ON PROPERTY LOCATED
AT 1677 S BASCOM AVENUE APPLICATION OF BAY WEST
DEVELOPMENT
After notification and public hearing as specified by law and after presentation by the
Community Development Director proponents and opponents the hearing was closed
After due consideration of all evidence presented the City Council of the City of Campbell
does ordain as follows
SECTION ONE That this Ordinance be adopted to approve a Planned Development
Permit PLN2011312 and a Parking Modification Permit PLN201286 to allow amixed
use development consisting of 168 apartment units and 15295 square feet of ground floor
retail on property located at 1677 S Bascom Avenue subject to the attached conditions of
approval attached Exhibit A
SECTION TWO This Ordinance shall become effective thirty 30 days following its
passage and adoption and shall be published one time within fifteen 15 days upon
passage and adoption in the Campbell Express a newspaper of general circulation in the
City of Campbell County of Santa Clara
PASSED AND ADOPTED this stn day of June 2012 by the following roll call
vote
AYES COUNCILMEMBERS cristina saker Waterman xotowski
NOES COUNCILMEMBERS None
ABSENT COUNCILMEMBERS None
ABSTAIN COUNCILMEMBERS Low
APPROVED
Michael F Kotowski Mayor
ATTEST
Anne Bybee City Clerk
City Council Ordinance Conditions of Approval Exhibit A
PLN2011312 PLN201286 1677 S Bascom Avenue
Planned Development Permit Parking Modification Permit
Paae 1
The applicant is hereby notified as part of this application that heshe is required to meet
the following conditions in accordance with the ordinances of the City of Campbell and the
State of California Where approval by the Community Development Director City
Engineer Public Works Director City Attorney or Fire Department is required that review
shall be for compliance with all applicable conditions of approval adopted policies and
guidelines ordinances laws and regulations and accepted engineering practices for the
item under review Additionally the applicant is hereby notified that heshe is required to
comply with all applicable Codes or Ordinances of the City of Campbell and the State of
California that pertain to this development and are not herein specified
COMMUNITY DEVELOPMENT DEPARTMENT
Planning Division
1 Approved Proiect Approval is granted for a Planned Development Permit that includes
a Parking Modification to allow the construction of threetofour story mixeduse
development over podium parking consisting of 168 apartment units and 15295
square feet of ground floor retail located at 1677 S Bascom Avenue The building
design site design onsite circulation and operational characteristics shall
substantially conform to the project exhibits listed below except as may be modified by
the conditions of approval herein
a Project plans prepared by LPMD Architects Civil Engineering Associates Robert
Mowat Associates and Associated Lighting Representative Inc and stamped as
received by the Planning Division on March 23 2012
b Color and Material Board prepared by LPMD Architects and stamped as received
by the Planning Division on December 14 2011
c Parking Management Plan prepared by Baywest Development and stamped as
received by the Planning Division on April 17 2012
2 Permit Expiration The Planned Development Permit is valid for a period of two years
from the date of final City Council approval A building permit must be obtained within
this twoyear period or the Planned Development Permit shall be void
3 Indemnity Agreement Within thirty 30 after the action approving the project the
applicantowner shall enter into an agreement in a form satisfactory to the City
Attorney and Community Development Director to indemnify and defend the City of
Campbell its officers officials employees and agents to the fullest extent permitted
by law from any and all actions liabilities losses and costs including attorneysfees
arising out of or connected with any challenge to the approval of the application
except as to any actions liabilities losses or costs proximately and solely due to any
willful misconduct by the City The provisions of the agreement shall fully allocate all
risk associated with any challenge to the approval of the application to the
applicantowner and not the City Neither applicantowner nor hishertheirits
City Council Ordinance Conditions of Approval
PLN2011312 PLN201286 1677 S Bascom Avenue
Planned Development Permit Parking Modification Permit
successors shall have any right to indemnity or contribution from City its officers
officials employees or agents in law or equity for matters covered by the indemnity
4 Planning Mitigation Monitoring Fee Prior to building permit issuance the applicant
shall pay a 800000deposit to cover the actual staff cost at the rate of an Associate
Planner position to ensure compliance with the mitigation monitoring and with the
conditions of approval specified herein
5 Operational Hours The following operational hours are approved for the project site
a Operational hours for the ground floor commercial shall be limited to 600AM to
1000 PM daily No one associated with the business shall be on site before 600
AM or after 1000 PM unless there is an emergency Individual tenants may
request approval for extended operational hours through the Administrative
Planned Development Permit process
b Operational hours for the leasing office shall be limited to 600 AM to 1100 PM
daily No one associated with the business shall be on site before 600AM or
after 1100 PM unless there is an emergency
6 Outdoor Operational Activity In order to limit any potential impact from business
related outdoor activities a condition of approval has been included to restrict outdoor
employee active during the hours of 1000 pm to 600 am During the hours of 1000
pm and 600 amemployee activity outside the main building including but not limited
to the use of fork lifts any other mechanical equipment or the dumping of refuse or
recyclables shall be prohibited
7 Deliverv HoursNoise The following delivery hours are approved for the ground floor
commercial uses
a Delivery hours for site shall be limited to 600 amto 1000 pm daily Individual
commercial tenants may request modified delivery hours through the
Administrative Planned Development Permit process
8 Deliverv Vehicles Residential and commercial delivery vehicles shall be limited to less
than 30 feet in length The applicant shall provide adequate signage at the both the S
Bascom Avenue and Creekside Way driveway approaches prohibiting any vehicles
over 30 feet in length on site The maximum vehicle length does not apply to
emergency vehicles
9 Outdoor Seating Area Any future outdoor seating area for a future use within the
ground floor commercial shall be designed in such a manner to allow for adequate
pedestrian passage around the building and shall not impact the amount of parking on
site
10 Grading and Drainage Plans and Building Height The maximum building height for
the development is 65 feet Any variation in height that exceeds six 6 inches from the
City Council Ordinance Conditions of Approval
PLN2011312 PLN201286 1677 S Bascom Avenue
Planned Development Permit Parking Modification Permit
Paoe 3
pad height elevations noted within the Preliminary Grading and Utility Plan shall be
returned back to the Planning Commission for further consideration
11 Pad Certification Following site grading and prior to preparation of the building forms
the following improvements shall be certified by a licensed land surveyor and reviewed
by the Community Development Director to determine consistency with the Planning
Commission approved plan grade pad and drainage
12 Landscape Plan The applicant shall submit four 4 sets of a final landscape and
irrigation plan to the Planning Division prior to the issuance of building permits for
review and approval by the Community Development Director The landscape and
irrigation plan shall substantially conform with the approved conceptual landscape plan
and the Citys Water Efficient Landscaping Standards WELS Landscaping shall be
designed to minimize irrigation and runoff promote surface infiltration where
appropriate and minimize the use of fertilizers and pesticides that can contribute to
stormwater pollution
Landscaping plans shall include the following
a All trees shall be a minimum 24inch boxed size and all shrubs shall be a
minimum of 5gallon size
b Landscape and paving maintenance shall be an ongoing responsibility of the
property ownersHOA and shall include routine pruning of trees and shrubs
maintenance of the automatic irrigation system and the replacement of damaged
or diseased plant materials on both private and public property Applicant shall
obtain encroachment permits from the City of Campbell for all work performed
within the rightofway
c The landscape plan shall illustrate appropriate quantities and sizes of plant
materials to ensure buffering of buildings and parking areas
d All landscape areas shall be protected by 6inch high poured in place concrete
curbs
e All landscaping shall be installed prior to building occupancy
f New street trees shall be added to provide a continuous tree planting along the
street frontage as required by the Community Development Director
13 Tree Protection Plan The applicant shall submit a tree protection plan for the
remaining protected tree to be retained on site or on adjacent lots that are impacted by
the project and shall contain specific information about the preservation of the trees
during any grading or building on site Such tree protection measures shall be
installed prior to any demolition grading or building on the project site No
construction or trenching shall take place within the drip line of trees and a fence
constructed of temporary cyclone fencing or wire mesh securely attached to poles
driven into the ground shall be installed around the drip line of the tree All trimming or
branch removal from protected trees shall be completed by a certified arborist The
tree protection plan shall be submitted to the Planning Division for review and approval
by the Community Development Director prior to the issuance of building permits
City Council Ordinance Conditions of Approval
PLN2011312 PLN201286 1677 S Bascom Avenue
Planned Development Permit Parking Modification Permit
14 Park Impact Fee A park impact fee pursuant to CMC Section 1308050bis due
upon development of the site Prior to building permit issuance 75 of this fee is due
The remaining 25 is due prior to issuance of a certificate of building occupancy The
fee is currently set at 960000per unit This fee is subject to change and the fee in
effect at the time of payment shall be the fee due
15 Density BonusAffordable Housing Units The proposed project qualifies fora 35
density bonus for providing 11 affordable rental units to persons who qualify in the
very low income range There shall be a minimum of 14 rental apartments units
designated as affordable to verylow income residents as required by the density
bonus law The specific units designated as affordable shall be proportionally
distributed through the project by both unit size and location Any future
reapportionment proposals based on community housing needs shall be forwarded
by the Community Development Director to the City Council and shall be considered
on the consent agenda The applicant shall enter into a density bonus below market
rate housing agreement to the satisfaction of the Community Development Director
where the City will determine the appropriate pricing for the approved level of
affordability prior to the issuance of any building permit In addition to the above a
regulatory agreement covenant deed of trust andor other documents acceptable to
the Community Development Director shall be recorded against the mixeduse
residential project containing affordable rental units for a minimum term of thirty years
or the maximum allowed by state law whichever is greater
16 Residential Address Identification The applicant shall submit a detail sheet showing
uniform residential address identification material type and location on the building wall
for review and approval by the Community Development prior to the issuance of
Building Permits In order to obtain approval numbers or addresses shall be placed on
the building in such a position as to be plainly visible and legible from the street or road
fronting the property Additionally number material and color is required to contrast
with their background
17 Fences Retaining Walls All new fencing shall be agoodneighbor style wood fence
or decorative block wall as required by the adopted CEQA mitigation measures and
shall comply with all the provisions of Section 2118060of the Campbell Municipal
Code Grade changes shall be supported with masonry retaining walls The design
and location of all fences and retaining walls shall be reviewed and approved by the
Community Development Director prior to issuance of any building permits for the
project Fencing along the property lines shall be replaced at the expense of the
applicant unless it is determined to be in good condition by the Community
Development Director
18 Property Maintenance The property is to be maintained free of any combustible trash
debris and weeds until the time that actual construction commences Any vacant
existing structures shall be secured by having windows boarded up and doors sealed
shut or be demolished or removed from the property Section 11201 and 11414
1985 Ed Uniform Fire Code
City Council Ordinance Conditions of Approval
PLN2011312 PLN201286 1677 S Bascom Avenue
Planned Development Permit Parking Modification Permit
19 Utility Boxes and BackFlow Preventers The applicant shall submit a plan prior to
installation of the underground PGE utility transformer boxes and San Jose Water
Company backflow preventers indicating the location of the boxes for approval by the
Community Development Director
20 OnSite Lighting Onsite lighting shall be shielded away from adjacent properties and
directed on site The design and type of lighting fixtures and lighting intensity of any
proposed exterior lighting for the project shall be reviewed and approved by the
Community Development Director prior to installation of the lighting for compliance with
all applicable Conditions of Approval ordinances laws and regulations Lighting
fixtures shall be of a decorative design to be compatible with the residential
development and shall incorporate energy saving features
21 Parking and Driveways All parking and driveway areas shall be developed in
compliance with the approved plans and Chapter 2128 Parking and Loading of the
Campbell Municipal Code
a The applicant shall submit a driveway uncovered parking area and walkway
detail and color sheet showing upgraded colored stamped and textured concrete
for review and approval by Community Development Director prior to the
issuance of a building permit
b Both residential and commercial parking spaces shall be used for passenger
vehicle parking only Storage of personal equipment inventory merchandise
boats recreational vehicles offroad vehicles and any similar piece of equipment
or personal property is prohibited The applicant shall provide adequate signage
to this effect at both vehicular entryways
c The applicant shall assign eight of the tandem pairs of residential parking spaces
to the verylow income twobedroom units required through the density bonus
regulations One of the remaining tandem pairs would be assigned a two
bedroom market rate unit and the final eight tandem pairs shall be assigned to the
threebedroom market rate units
22 Commercial Vehicle Turnaround Prior to building permit submittal the applicant shall
revise the project plans to the satisfaction of the Community Development Director to
provide an adequate radius turnaround in the commercial parking area to facilitate
commercial vehicles in making Yturns to access the commercial loading area
23 Contractor Contact Information Posting The project site shall be posted with the name
and contact number of the lead contractor in a location visible from the public street
prior to issuance of building permits
24 Utilities All new onsite utilities shall be installed underground per section 2118140
Undergrounding of Utilities of the Campbell Municipal Code
25 Roof Vents The applicant shall coordinate mechanical and plumbing plans to minimize
the number of roof vents that are visible from the street frontage The applicant shall
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provide the location of such vents on the building plan elevations and roof plans to the
satisfaction of the Community Development Director prior to issuance of building
permits
CEQA Mitigation Measures
26 Mitigation Measure AES1
11 All exterior lighting shall comply with the following
1 Architecturally integrated with the character of the structures
2 Energyefficient and fully shielded or recessed
3 Permanently installed lighting shall not blink flash or be of unusually high
intensity or brightness Lighting fixtures shall be appropriate in height
intensity and scale to the use they are serving
4 Outdoor lighting fixtures shall be designed and installed so that light rays are
not emitted across property lines to the extent possible Fixtures like the
shoe box design are capable of providing accurate light patterns and can
be used for lighting parking lots without spilling onto the neighboring
property
5 External light fixtures poles and their foundation should be simple in design
and compatible with and complimentary to the style of surrounding
development Historicalthemed fixtures are not appropriate for a
contemporary building design and modern fixtures are not appropriate for a
structure with a significant historical design theme Simple and functional
designs are considered to be appropriate in most environments Lighting
standards should be of a scale that is compatible with their surroundings
Pedestrianstyle lighting three to five feet high should be installed in areas
where foot traffic is prevalent
6 Colorcorrected lamps of appropriate intensity should be used in exterior
lighting Highefficiency lamps that alter the colors of objects at night are
discouraged Incandescent fluorescent colorcorrected sodium vapor and
mercury lamps should be used because they provide light with an
appropriate color spectrum
7 Lighting intensity should be the minimum required to serve the tasks for
which the fixtures are intended
8 Exterior lighting should be considerate of both the neighbors and the
community as a whole Each new lighting scheme should actively strive to
reduce negative light impacts
27 Mitigation Measure AIR1
11 Use dustproof chutes for loading construction debris onto trucks
12 Water or cover stockpiles of debris soil and other materials that can be blown by
the wind
13 Cover all trucks hauling soil sand and other loose materials or require all trucks
to maintain at least two feet of freeboard
14 Sweep daily with water sweepers all paved access roads parking areas and
staging areas at the construction site
City Council Ordinance Conditions of Approval
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15 Sweep streets daily with water sweepers if visible soil material is carried onto
adjacent public streets as directed by the City Engineer
16 Enclose cover water twice daily or or apply nontoxic soil stabilizers to
exposed stockpiles dirt sand etc
17 Install erosion control measures to prevent runoff from the project site
28 Mitiqation Measure AIR2
21 Install and maintain air filtration systems of fresh air supply on an individual unit
basis The ventilation system should be certified to achieve an effectiveness level
of at least the removal of 80 of ambient PM25 concentrations from indoor
areas The air intake for the units shall be located away from San Tomas
Expressway
22 Windows facing S Bascom Avenue and Creekside Way shall be inoperable or
remain closed at all times unless used as emergency egress eg bedroom
windows
29 Mitiqation Measure BIO1
11 A final landscape plan shall be submitted for review and approval by the
Community Development Director to verify compliance with both the City of
Campbells Landscape Ordinance and Tree Protection Ordinance The landscape
plan shall show that all trees removed as a result of the proposed project shall be
replanted on a one to one ratio of a size set forth in the Citys regulations and
consistent with the City adopted Water Efficient Landscape Standards The tree
protection recommendations provided in the consulting arborist are required for all
trees remaining on site
30 Mitiqation Measure CUL1
11 If archaeological or paleontological resources are encountered during excavation
or construction construction personnel shall be instructed to immediately
suspend all activity in the immediate vicinity of the suspected resources and the
City and a licensed archeologist or paleontologist shall be contacted to evaluate
the situation A licensed archeologist or paleontologist shall be retained to
inspect the discovery and make any necessary recommendations to evaluate the
find under current CEQA guidelines prior to the submittal of a resource mitigation
plan and monitoring program to the City for review and approval prior to the
continuation of any onsite construction activity
31 Mitiqation Measure CUL2
11 In the event a human burial or skeletal element is identified during excavation or
construction work in that location shall stop immediately until the find can be
properly treated The City and the Santa Clara County Coroners office shall be
notified If deemed prehistoric the Coroners office would notify the Native
American Heritage Commission who would identify a Most Likely Descendant
MLD The archeological consultant and MLD in conjunction with the project
sponsor shall formulate an appropriate treatment plan for the find which might
include but not be limited to respectful scientific recording and removal being
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left in place removal and reburial on site or elsewhere Associated grave goods
are to be treated in the same manner
32 Mitigation Measure GEO1
11 The applicant shall comply with the all of the recommendations set forth within the
Geotechnical Investigation and Phase II Environmental Assessment reports
originally prepared by Terrasearch on October 4 2006 and April 11 2007
respectively and within the Geotechnical Investigation and Environmental Site
Characterization reports prepared by Treadwell Rollo on December 19 2011
and January 6 2012 respectively
12 Prior to issuance of building permits for the project a registered geotechnical
engineer shall prepare a designspecific geotechnical analysis and all
recommendations of the analysis shall be incorporated into the projects final
engineering design to minimize the damage from seismic shaking The project
sponsor shall use standard engineering techniques and conform to the
requirements of the California Building Code to reduce the potential for seismic
damage and risk to future occupants
13 Additional soilvapor sampling shall be performed to identify the lateral and
vertical extent of the methane gas including advancing 8 borings in the western
portion of the site to approximately 30 feet bgs or at least five feet into native soil
beneath the landfill material using asoilgas sampling rig shall be performed prior
to building permit submittal Discrete soil gas samples shall be collected at 10 foot
intervals to a maximum depth of 30feet bgs using SUMMA canisters The soil
gas samples shall be analyzed by aStatecertified hazardous waste testing
laboratory for methane using EPA Method TO13 In addition obtaining fixed and
biogenic gas oxygen carbon dioxide hydrogen sulfide and methane data using
a ThermalConductivity Detector TCD or hand held instrument Air monitoring
within the buildings adjacent to the fill area is required by a Certified Industrial
Hygienist CIH to determine if methane has migrated into the structures prior to
final occupancy Avaporextraction system VES will be required at the site to
remove and destroy the hazardous levels of methane gas within the landfill
material beneath the site
14 Four additional borings within the western portion of the site shall be performed in
order to determine the lateral and vertical extent of the fill prior to building permit
submittal Random surficial 1 0 2 feet bgs and subsurface soil and groundwater
samples shall be collected from the borings and submitted under chainofcustody
documentation to a Statecertified hazardous waste testing laboratory for
analysis The surficial soil samples shall be analyzed for organochloride
pesticides and CAM 17 metals using Environmental Protection Agency EPA
Methods 8081 and6010700 series The subsurface soil samples shall be
analyzed for TPHg TEPHd and TEPHmo with silica gel cleanup VOCs SVOs
organochloride pesticides and CAM17 metals using EPA Methods 8015
modified 8260 8270 8081 and 60106020
15 In addition to the above measures prior to any development of the property
excavation and remediation of the landfill material shall be performed according to
state county and local requirements
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33 Mitigation Measure HWC1
11 Use dustproof chutes for loading construction debris onto trucks
12 Water or cover stockpiles of debris soil and other materials that can be blown by
the wind
13 Cover all trucks hauling soil sand and other loose materials or require all trucks
to maintain at least two feet of freeboard
14 Sweep daily with water sweepers all paved access roads parking areas and
staging areas at the construction site
15 Sweep streets daily with water sweepers if visible soil material is carried onto
adjacent public streets as directed by the City Engineer
16 Enclose cover water twice daily or or apply nontoxic soil stabilizers to
exposed stockpiles dirt sand etc
17 Install erosion control measures to prevent runoff from the project site
34 Mitigation Measure LUP1
11 The applicant shall install a minimum 10 x 55 PCC Bus Stop Pavement Pad
constructed to VTA specifications adjacent to the existing bus stop south of the
project site on S Bascom Avenue at Campisi Way
35 Mitigation Measure LUP2
11 The applicant shall provide access to electric charging stations for eight percent
of the total number of parking spaces on site There shall be an equal number of
residential and commercial parking spaces with access to an electric charging
station Parking spaces with direct access to the electric vehicle charging stations
shall be appropriately marked and signed
36 Mitigation Measure LUP3
31 The applicant andor property management shall provide annual VTA ecopasses
to all tenants at time of movein and every year after for the length of tenancy
The cost of the VTA ecopasses shall be equally borne by the applicant and
tenant The requirement to provide ecopasses shall continue for the life of the
project
32 Residents who qualify as verylow income shall be provided an ecopass at no
cost at time of movein and every year after for the length of tenancy The
applicant andor property management shall not include the cost of a VTA eco
pass in the overall rent for verylow income apartment units The requirement to
provide nocostecopassesshall continue for the life of the project
37 Mitigation Measure LUP4
41 The applicant shall incorporate amenities such as public art special paving tile
and fountains as appropriate to the satisfaction of the Community Development
Director prior to building permit submittal
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38 Mitigation Measure LUP5
51 The project shall install the required S Bascom Avenue Streetscape as shown on
Page A25 of Appendix A2 Streetscape Standards of the City of Campbell
General Plan adopted on November 6 2001 prior to issuance of a Certificate of
Occupancy
39 Mitigation Measure LUP6
61 Ground mounted mechanical equipment eg air conditioning heating ventilation
ducts and exhaust and utility services shall be screened from public view The
method of screening shall be architecturally compatible with the other onsite
development in terms of colors materials architectural style and shall include
appropriately installed and maintained landscaping as applicable The installation
of adequately screened roof mounted mechanical equipment is required for
HVAC units Satellite Dishes and other private mechanical equipment
40 Mitigation Measure NOISE1
11 The project building plans shall incorporate construction grade dual pane thermal
windows and acoustically effective doors with a rated minimum Sound
Transmission Class STC 28 to 35 for all building facades that front or are
perpendicular to S Bascom Avenue
12 The project building plans shall incorporate construction grade dual pane thermal
windows and acoustically effective doors with a rated minimum Sound
Transmission Class STC 30 for all residence that front Creekside Way
13 All patios and outdoor balconies facing the exterior of the site shall include partial
height barriers of at least 42 inches tall solid from bottom to top with no cracks or
gaps and should have a minimum surface density of three pounds per square
foot Acceptable materials would include glass or plaster
14 Provide mechanical ventilation HVAC for all residences with all equipment to be
located on the roof
15 An Acoustical Disclosure regarding adjacent roadway generated noise shall be
provided in all rental agreements associated with the project
41 Mitigation Measure NOISE2
21 Construction activities shall be limited to weekdays between 800 am and 500
pm and Saturdays between 900 amand 400 pm No construction shall take
place on Sundays or holidays unless an exception is granted by the Building
Official
22 All construction vehicles shall take ingress and egress off Hamilton Avenue and
the northerly Marathon Drive driveway leaving the southerly Marathon driveway
across from the residential uses chained to prevent vehicles entering the
residential neighborhood to the east and south
23 All construction equipment with internal combustion engines used on the project
site shall be properly muffled and maintained in good working condition
24 Unnecessary idling of internal combustion engines shall be strictly prohibited
City Council Ordinance Conditions of Approval
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25 All stationary noisegenerating construction equipment such as air compressors
and portable power generators shall be located as far as possible from noise
sensitive receptors such as existing residences and businesses
26 Prior to the issuance of building permits the project site shall be posted with the
name and contact number of the lead contractor in a location visible from the
public street so that the contractor can be made aware of noise complaints
27 Construction equipment vehicles and workers associated with the development
of the project shall not be permitted to park on any residential streets
42 Mitigation Measure USS1
11 No less than 50 of the waste generated from the demolition of the existing on
site structures shall be recycled in conformance with an approved Waste
Management Plan approved by the Director of Public Works prior to start of
construction
Building Division
43 Permits Required A building permit application shall be required for proposed mixed
use residential and commercial structure The building permit shall include
ElectricalPlumbingMechanical fees when such work is part of the permit
44 Construction Plans The Conditions of Approval shall be stated in full on the cover
sheet of construction plans submitted for building permit
45 Size of Plans The minimum size of construction plans submitted for building permits
shall be 24 inches by 36 inches
46 Plan Preparation This project requires plans prepared under the direction and
oversight of a California licensed Engineer or Architect Plans submitted for building
permits shall be wet stamped and signed by the qualifying professional person
47 Site Plan Application for building permit shall include a competent site plan that
identifies property and proposed structures with dimensions and elevations as
appropriate Site plan shall also include site drainage details Elevation bench marks
shall be called out at all locations that are identified as natural grade and intended for
use to determine the height of the proposed structure Site address and parcel number
shall also be clearly called out Site parking and path of travel to public sidewalks shall
be detailed
48 Soils Report Two copies of a current soils report prepared to the satisfaction of the
Building Official containing foundation and retaining wall design recommendations
shall be submitted with the building permit application This report shall be prepared
by a licensed engineer specializing in soils mechanics
49 Foundation Inspections A pad certificate prepared by a licensed civil engineer or land
surveyor shall be submitted to the project building inspector upon foundation
City Council Ordinance Conditions of Approval
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inspection This certificate shall certify compliance with the recommendations as
specified in the soils report and the building pad elevation and onsite retaining wall
locations and elevations are prepared according to approved plans Horizontal and
vertical controls shall be set and certified by a licensed surveyor or registered civil
engineer for the following items
a pad elevation
b finish floor elevation first floor
c foundation corner locations
50 Title 24 Energy Compliance California Title 24 Energy Compliance forms shall be
bluelined on the construction plans Compliance with the Standards shall be
demonstrated for conditioning of the building envelope and lighting of the building
51 Special Inspections When a special inspection is required by CBCChapter 17 the
architect or engineer of record shall prepare an inspection program that shall be
submitted to the Building Official for approval prior to issuance of the building permits
in accordance with CBCAppendix 1 Section 106 Please obtain City of Campbell
Special Inspection forms from the Building Inspection Division Counter
52 NonPoint Source Pollution Control The City of Campbell standard Santa Clara Valley
Nonpoint Source Pollution Control Program specification sheet shall be part of plan
submittal The specification sheet size 24 X 36 is available at the Building Division
service counter
53 Title 24 Accessibility Commercial On site general path of travel shall comply with
the latest California Title 24 Accessibility Standards Work shall include but not be
limited to accessibility to building entrances from parking facilities and sidewalks
54 Title 24 Accessibilitv Residential This project shall comply with Chapter 11A
Housing Accessibility California Building Code 2010 ed
55 Title 24 Accessibilitv Commercial On site general path of travel shall comply with
the latest California Title 24 Accessibility Standards Work shall include but not be
limited to accessibility to building entrances from parking facilities and sidewalks
56 Title 24 Accessibilitv Commercial Projects seeking to use the Title 24 Hardship
exemption clause shall blueline completed City of Campbell 20 exemption form on
submitted construction plans Form is available at Building Division service counter
57 Approvals Required The project requires the following agency approval prior to
issuance of the building permit
a West Valley Sanitation District 3782407
b Santa Clara County Fire Department 3784010
c Bay Area Air Quality Management District Demolitions Only
d San Jose Water Company 2797900
e School District
City Council Ordinance Conditions of Approval
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i Campbell Union School District 3783405
ii Campbell Union High School District 3710960
iii Moreland School District 3791370
iv Cambrian School District 3772103
Note To determine your district contact the offices identified above Obtain the
School District payment form from the City Building Division after the Division has
approved the building permit application
58 PGE The applicant is advised to contact PGE as early as possible in the
approval process Service installations changes andor relocations may require
substantial scheduling time and can cause significant delays in the approval process
The applicant should also consult with PGE concerning utility easements
distribution pole locations and required conductor clearances
59 LEED for New Construction Applicant shall complete and return LEED Project
Checklist prior to issuance of permit
60 Build it Green Applicant shall complete and submit a Build it Green inventory of the
proposed Residential project prior to issuance of a building permit
61 California Green Building Code This project is subject to the mandatory requirements
for new commercial and new residential structures under the California Green Building
Code 2010 edition
62 This project shall be properly enclosed with construction fencing to prevent
unauthorized access to the site during construction The construction site shall be
secured to prevent vandalism andor theft during hours when no work is being done
All protected trees shall be fenced to prevent damage to root systems
63 Construction Fencing This project shall be properly enclosed with construction
fencing to prevent unauthorized access to the site during construction The
construction site shall be secured to prevent vandalism andor theft during hours when
no work is being done All protected trees shall be fenced to prevent damage to root
systems
FIRE DEPARTMENT
64 Fire Review Review of the project is limited to acceptability of site access and water
supply as they pertain to fire department operations and shall not be construed as a
substitute for formal plan review to determine compliance with adopted model codes
Prior to performing any work the applicant shall make application to and receive from
the Building Department all applicable construction permits
65 Automatic Fire Sprinkler System Required Approved automatic sprinklers shall be
provided in all new buildings A State of California licensed C16 Fire Protection
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Contractor shall submit plans calculations a completed permit application and
appropriate fees to this department for review and approval prior to beginning their
work NOTE The owners occupants and any contractors or subcontractors are
responsible for consulting with the water purveyor of record in order to determine if any
modification or upgrade of the existing water service is required Where the provisions
of this code require that a building or portion thereof be equipped throughout with an
automatic sprinkler system in accordance with this section sprinklers shall be installed
through in accordance with NFPA 13 except as provided in Section 9033111 and
local standards CFC Sec 903 as adopted and amended by CBLMC
66 Potable Water Supply Potable water supplies shall be protected from contamination
caused by fire protection water supplies It is the responsibility of the applicant and any
contractors and subcontractors to contact the water purveyor supplying the site of such
project and to comply with the requirements of that purveyor Such requirements shall
be incorporated into the design of any waterbased fire protection systems andor fire
suppression water supply systems or storage containers that may be physically
connected in any manner to an appliance capable of causing contamination of the
potable water supply of the purveyor of record Final approval of the systems under
consideration will not be granted by this office until compliance with the requirements
of the water purveyor of record are documented by that purveyor as having been met
by the applicants 2007 CFC Sec 90335 and Health and Safety Code 131147
67 Private OnSite Fire HydrantsRequired Provide public two 2 private onsite fire
hydrants installed per National Fire Protection Association NFPA Standard 24 at
locations to be determined by the Fire Department Maximum hydrant spacing shall
be 250 feet with a minimum acceptable flow of 2000 GPM at 20 psi residual pressure
Prior to the design the protect civil engineer shall meet with the fire department water
supply officer to jointly spot the required fire hydrant locations CFC Sec 5083 per
Appendix B and C
68 Public Fire Hydrants Required Revise the site plan to show all existing public hydrant
on building side of Creekside Way and S Bascom Avenue which service the site
Additional public hydrants may be required CFC Sec 507 and Appendix B Table
81051 and Appendix C
69 Stand Pipes Required Buildings shall be equipped with standpipes designed per
NFPA Std 14 as amended in CFC Chapter 47 and be equipped with 2z inch hose
valves at location designated by the fire department with review and approval by the
Community Development Director Standpipes shall be required throughout the
building and in the interior courtyard at locations to be determined by the fire
department with review and approval by the Community Development Director CFC
Sec 905 and local Standards
70 Fire Hydrant Location Identifier Prior to project final inspection the general contractor
shall ensure that an approved Blue Dot fire hydrant location identifier has been
placed in the roadway as directed by the fire department
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71 Required Fire Flow The applicant must submit detailed area calculations totals for
each floor level including all interior common areas Fire flow requirements for
buildings or portions of buildings and facilities shall be determined by Appendix B CFC
Sec 507
72 Timing of Required Water Supply Installations Installations of required fire services
and fire hydrants shall be tested and accepted by the Fire Department prior to the
start of framing or delivery of bulk combustible materials Building permit issuance may
be withheld until required installations are completed tested and accepted CFC Sec
501
73 Fire Apparatus Engine Access Roads Required Provide access roadways with a
paved all weather surface a minimum unobstructed width of 20 feet vertical clearance
of 13 feet 6 inches minimum circulating turning radius of 36 feet outside and 23 feet
inside and a maximum slope of 15 Width Fire apparatus access roads shall have a
minimum unobstructed width of 26 feet 7925 in the immediate vicinity of any building
or portion of building more than 30 feet 9144 mm from the building and shall be
positioned parallel to one entire side of the building as approved by the fire code
official Installations shall conform with Fire Department Standard Details and
Specifications sheet A1 Note Provide a copy of the recorded easement which allows
egress across the adjacent parcel onto Creekside Way CFC Sec 503
74 Fire Lane Marking Required Provide marking for all roadways within the project
Markings shall be per Fire Department specifications Installations shall also conform
to Local Government Standards and Fire Department Standard Details and
Specifications Sheet A6 CFC Sec 503
75 Parking When parking is permitted on the streets in both residential and commercial
applications it shall conform to the following parking is permitted on both sides of the
street with street widths of 36 feet or more parking is permitted on one side of the
street with street widths of 28 to 35 feet no parking is permitted when street widths are
less than 28 feet Note Rolled curbs can be part of curbsidewalk and used to increase
the roadway width with approval from the fire cod official Additional requirements may
apply for buildings 30 feet in height or greater CFC Sec 503
76 Emergency GateAccess Gate Requirements Gate installations shall conform with Fire
Department Standard Details and Specification G1 and where open shall not obstruct
any portion of the required width for emergency access roadways or driveways Locks
if provided shall be fire department approved prior to installation CFC Sec 503 and
506
77 Fire Department Key Box Required The buildings shall be equipped with a
permanently installed emergency access key lock box Knox conforming to Fire
Department Standard Detail and Specification sheet K1 At time of final inspection
access keys shall be provided to the fire department CFC Sec 503 and 506
City Council Ordinance Conditions of Approval
PLN2011312 PLN201286 1677 S Bascom Avenue
Planned Development Permit Parking Modification Permit
78 Access to BuildingsLandscaping Requirements Landscaping shall not obstruct Fire
Department ladder access to buildings The building permit shall include a landscape
drawing which reflects the location of all landscaping to include how Fire Department
ladder access will be provided around all buildings Ground ladder rescue from second
and third floor rooms shall be made possible for fire department operations With the
climbing angle of seventy five degrees maintained an approximate walkway width
along either side of the building shall be no less than seven feet clear Landscaping
shall not be allowed to interfere with the required access An approved walkway shall
be provided on all sides of the buildings leading from the fire access roadway to the
exterior openings of the buildings Note Provide a more detailed drawing showing
the three access points to the podium deck The drawings must clearly show the
access points onto the podium deck without having to go into the building
79 Timing of Required Roadway Installations Required access roads up through first lift
of asphalt shall be installed and accepted by the Fire Department prior to the start of
combustible construction During construction emergency access roads shall be
maintained clear and unimpeded Note that building permit issuance may be withheld
until installations are completed Temporary access roads may be approved on a case
by case basis CFC Sec 501
80 New Commercial Buildings All new commercial buildings shall comply with standard
specification SI7 for construction fire safety
81 Premises Identification Approved numbers or addresses shall be placed on all new
and existing buildings in such a position as to be plainly visible and legible from the
street or road fronting the property Numbers shall contrast with their background
PUBLIC WORKS DEPARTMENT
82 Proof of Ownership Prior to the issuance of any grading drainage or building permits
for the site the applicant shall provide a current Preliminary Title Report grant deed
or other satisfactory proof of ownership
83 RightofWav for Public Street Purposes Prior to issuance of any grading or building
permits for the site the applicant shall fully complete the process to cause additional
rightofway to be granted in fee for public street purposes along the S Bascom
Avenue frontage to accommodate 17 feet of right of way from curb face to back of
walk The applicant shall submit the necessary documents for approval by the City
Engineer process the submittal with City staffs comments and fully complete the
rightofway process Additionally the applicant shall grant right of way along the
Creekside Way frontage to accommodate a 10 foot sidewalk or as required by the City
Engineer The applicant shall cause all documents to be prepared by a registered civil
engineerland surveyor as necessary for the Citys review and recordation
84 Public Easements Prior to issuance of any grading or building permits for the site the
applicant shall grant
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a A 10 foot public service easement on private property contiguous with the public
rightofway along the Bascom Avenue frontage
b A minimum 20 foot public storm drain easement on private property consistent
with the proposed public storm drain modifications
All easements are subject to the City Engineers review and approval The applicant
shall cause all documents to be prepared by a registered civil engineerland surveyor
as necessary for the Citys review and recordation
85 Private Access Easement Prior to issuance of any grading or building permits for the
site the applicant shall provide the City with necessary documentation to ascertain the
applicants legal right to use the access easement across the adjacent property along
Creekside Way 1777 S Bascom Avenue based on the final approved layout for this
intersectiondriveway The applicant shall obtain alargerincreased andor reconfigured
access easement from this adjacent property owner The increase shall be configured
such that the easement matches the actual travel way for appropriate vehicles that
may access the site ie fire truck garbage truck etc The applicant shall provide the
City with recorded documents illustrating the largerreconfigured access easement
86 Soils Report Prior to issuance of any grading or building permits for the site applicant
shall provide a Soils Report prepared by a registered geotechnical or civil engineer
87 Grading and Drainage Plan Prior to recordation of the final map the applicant shall
conduct hydrology studies based on a tenyear storm frequency prepare an
engineered grading and drainage plan and pay fees required to obtain necessary
grading permits Prior to occupancy the design engineer shall provide written
certification that the development has been built per the engineered grading and
drainage plans
88 Storm Drain Area Fee Prior to issuance of any grading or building permits for the site
the applicant shall pay the required Storm Drain Area fee of 2650 per net acre which
is 1041400
89 Tree Removals To accommodate the required streetscape plan four trees may be
removed as part of this project Six trees will be installed to replace the trees removed
90 Utilities All new onsite utilities shall be installed underground per Section 2118140
of the Campbell Municipal Code for any new or remodeled buildings or additions
Applicant shall comply with all plan submittals permitting and fee requirements of the
serving utility companies
91 Water Meters and Sewer Cleanouts Existing and proposed water meters and
sewer cleanoutsshall be relocated or installed on private property behind the public
rightofway line
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92 Utility Coordination Plan Prior to issuance of building permits for the site the
applicant shall submit a utility coordination plan and schedule for approval by the City
Engineer for installation andor abandonment of all utilities The plan shall clearly show
the location and size of all existing utilities and the associated main lines indicate
which utilities and services are to remain which utilities and services are to be
abandoned and where new utilities and services will be installed Joint trenches for
new utilities shall be used whenever possible
93 Pavement Restoration Based on the utility coordination plan the applicant shall
prepare a pavement restoration plan for approval by the City Engineer prior to any
utility installation or abandonment Streets that have been reconstructed or overlaid
within the previous five years will require boring and jacking for all new utility
installations S Bascom Avenue was overlaid in 2010 The pavement restoration plan
shall indicate how the street pavement shall be restored following the installation or
abandonment of all utilities necessary for the project
94 Street Improvements Prior to issuance of any grading or building permits for the site
the applicant shall execute a street improvement agreement cause plans for public
street improvements to be prepared by a registered civil engineer pay various fees
and deposits post security and provide insurance necessary to obtain an
encroachment permit for construction of the standard public street improvements as
required by the City Engineer The plans shall include the following unless otherwise
approved by the City Engineer
S Bascom Avenue
a Show location of all existing improvements and utilities including but not limited to
utility boxes covers poles transformers signs fiber optic lines traffic signal
detection loops street lighting conduits and conductors within the new and
existing public right of way
Please note there is an existing fiber optic line on the west side of S Bascom
Avenue at the edge of pavement that has a shallow depth The applicant shall
take every precaution to keep this facility intact and undamaged
b Relocation of all existing utilities including utility boxes covers poles
transformers signs etc outside of future sidewalk area No utility boxes covers
poles cabinets etc will be allowed in the sidewalk area
c Removal of existing sidewalk curb gutter trees and driveway approaches along
entire project frontage or as determined by City Engineer
d Installation of Streetscape standards including a 7 foot sidewalk 10 foot
landscaped park strip curb gutter ADA compliant driveway approach City
approved street trees turf and associated irrigation facilities
e Modifications to existing storm drainage system in Bascom Avenue to include
upsizing and extending the storm drain main line on Bascom Avenue northward
installing City standard manholes and extending any related storm lateral
facilities Public storm drain lines located on site will need to be removed
relocated and upsized At no time shall the storm drain line flow be interrupted or
City Council Ordinance Conditions of Approval
PLN2011312 PLN201286 1677 S Bascom Avenue
Planned Development Permit Parking Modification Permit
Page 19
closed All modifications shall meet City standards and shall be subject to the
review and approval by the City Engineer Public storm drain easements must be
provided for the approved alignment
f Boring and jacking of the utilities is required Installation of asphalt concrete
overlay per street pavement restoration plan for utility installation andor
abandonment as required by the City Engineer
g Replacement of existing underground utilities signal interconnect conduits and
conductors street lighting conduits and conductors fiber optic lines utility boxes
and protection of existing facilities to remain
h Installation of streetlights conduits conductors and related facilities in
accordance with the City of Campbells Street Lighting Policies
i Installation of traffic control stripes and signs
j Installation of a concrete bus pad at the existing bus stop location just south of the
project site per the City of Campbells requirements Relocation or adjustment of
existing utilities in the vicinity to accommodate the bus pad may be required and
is the responsibility of the applicant
k Construction of conforms to existing public and private improvements as
necessary
I Bascom Avenue received pavement rehabilitation in the 2010 Street
improvement plans must show the extent of the utility cuts required for the
proposed development see utility coordination plan The applicant must mitigatetheutilitycutsthroughthenewlyplacedoverlayasdefinedinthepavement
restoration plan This will require the removal and replacement the newly placed
asphalt concrete overlay with one large repavingfollowing the completion of all
utility work The limits of the area of pavement to be removed and replaced will be
as defined by the City Engineer and may extend to the outer limits of all utility
work
m Submit final plans in a digital format acceptable to the City
Creekside Wav
Reconstruction of the 1777 S Bascom Avenue westerly entrywaydriveway at
Creekside Way and project frontage along Creekside Way Plans to include the
following
a Show location of all existing improvements and utilities within the existing publicrightofwayandtheaccesseasementfromtheadjacentparcel
b Relocation of all existing utilities including utility boxes covers poles etc outside
of sidewalk and driveway areas No utility boxes covers etc will be allowed in
the sidewalk or driveway areas
c Removal of existing driveway approach and related sidewalk curb gutter porkchopbarrierislandandmedianbarriersasrequiredbyCityEngineer
d Installation of City standard curb gutter sidewalk and ADA compliant driveway
approach Modifications to the entryway to allow for emergency vehicle and solid
waste collection vehicle turning movements as required by City Engineer
City Council Ordinance Conditions of Approval
PLN2011312 PLN201286 1677 S Bascom Avenue
Planned Development Permit Parking Modification Permit
Paae 20
e Installation of mountable barrier island mountable medians and signing and
striping modifications as approved by the City Engineer
f Installation of asphalt concrete overlay per street pavement restoration plan as
required by the City Engineer
g Replacement of existing underground utilities signal interconnect conduits and
conductors street lighting conduits and conductors fiber optic lines utility boxes
and protection of existing facilities to remain
h Installation of traffic control stripes and signs
i Construction of conforms to existing public and private improvements as
necessary
j Submit final plans in a digital format acceptable to the City
Pedestrian Pathway Access to Creek Trail from Creekside Way
a Installation of architectural elements to enhance the aesthetics of the existing
ramp with landscaping lighting wall tiles arbors and other decorative treatments
as required by the City Engineer A general plan of these elements are shown in
the conceptual drawing titled Preliminary Trail Access Plan on Sheet L12dated
February 22 2012 by Robert Mowat Associates Also the applicant shall install a
drinking fountain and bench along the Los Gatos Creek trail Any alternatives to
these modifications must be approved by the City Engineer
b Relocation andor replacement of existing improvement and underground utilities
as necessary and protection of existing facilities to remain
95 Maintenance of Landscaping Current and future owners including HOA ownership
are required to maintain the landscaped park strip and tree wells in the public right of
way This includes but is not limited to trees lawn plantings irrigation etc Trees
shall not be pruned in a manner that would not allow the tree to grow to a mature
height
96 Maintenance of Pedestrian Pathway Prior to the issuance of any grading or building
permits for the site the applicant shall execute a maintenance agreement to maintain
the enhanced pedestrian pathway joining Creekside Way to the Los Gatos Creek Trail
adjacent to the project site This includes but is not limited to lighting landscaping
irrigation decorative treatments walls fencing surfacing sidewalk etc
97 Utility Encroachment Permit Separate permits for the installation of utilities to serve
the development will be required including water sewer gas electric etc Applicant
shall apply for and pay all necessary fees for utility permits for sanitary sewer gas
water electric and all other utility work
98 Additional Street Improvements Should it be discovered during the process of
construction that new utilities need to be upgraded or installed to serve the site that
require work in the public rightofway not anticipated with this application the
applicant will be required to restore those public improvements to the satisfaction of
the City Engineer
City Council Ordinance Conditions of Approval
PLN2011312 PLN201286 1677 S Bascom Avenue
Planned Development Permit Parking Modification Permit
Paae 21
99 Stormwater Pollution Prevention Measures Prior to issuance of any grading or
building permits the applicant shall comply with the National Pollution Discharge
Elimination System NPDES permit requirements Santa Clara Valley Water District
requirements and the Campbell Municipal Code regarding Stormwater pollution
prevention Specifically the project must include source control site design and
treatment measures to achieve compliance with Provision C3 of the NPDES Permit
Measures may include but are not limited to minimization of impervious surface area
vegetated swales infiltration areas and treatment devices The primary objectives are
to improve the quality and reduce the quantity of Stormwater runoff to the bay
Resources to achieve these objectives include Stormwater Best Management
Practices Handbook for New Development and Redevelopment CA BMP Handbook
by the California Stormwater Quality Association CASQA 2003 Start at the Source
A Design Guidance Manual for Stormwater Quality Protection Start at the Source by
the Bay Area Stormwater Management Agencies Association BASMAA 1999 and
Using Site Design Techniques to Meet Development Standards for Stormwater
Quality A Companion Document to Start at the Source Using Site Design
Techniques by BASMAA 2003
Upon submission of the tentative vesting map the applicant shall calculate and submit
t the City the amount of impervious surface created by the development including the
types of Stormwater controls to be used The applicant shall submit preliminary sizing
and design showing Stormwater controls meet the Citys requirements
Prior to the issuance of any grading or building permits
a The applicants designer or engineer shall submit the required certification
indicating that sizing selection and design of treatment BMPs for the project site
has been completed to meet the requirements of the City of Campbells NPDES
permit No 01119 Provision C3
b The applicant shall sign the Covenants for the Operation and Maintenance of
Stormwater Facilities and submit a Stormwater Management Plan
Prior to occupancy
a A qualified BMP certifier is required to inspect the Stormwater management
facilities submit a complete set of asbuilt drawings to Public Works Engineering
and certify on these drawings that
1 The Stormwater management facilities were constructed in compliance with
the approved plans
2 The asbuilt drawings show all pertinent constructed dimensions elevations
shapes and materials
3 All variations in construction from the approved design plan have been
identified including omissions to and additions from the approved plan
4 Any changes are in conformance with local state or federal regulations
City Council Ordinance Conditions of Approval
PLN2011312 PLN201286 1677 S Bascom Avenue
Planned Development Permit Parking Modification Permit
Paae 22
b The applicant shall provide security for the operation and maintenance of
stormwater pollution prevention measures installed or provided as a part of this
project
The applicant shall also comply with any other or new conditions as required by the
City of Campbells most current NPDES permit
100 Occupancy and Building Permit Final Prior to allowing occupancy andor final building
permit signoff for any andor all buildings the applicant shall have the required street
improvements installed and accepted by the City and the design engineer shall submit
asbuilt drawings to the City
101 Santa Clara Valley Water District Prior to issuance of any permits for grading
landscaping or building the applicant shall obtain a clearance from the SCVWD
through a SCVWD approved permit or other document to the satisfaction of the City
Engineer
102 State General Construction Activity Permit Prior to issuance of any grading or building
permits the applicant shall comply with the State General Construction Activity Permit
requirements including paying fees filing a Notice of Intent and providing a Storm
Water Pollution Prevention Plan SWPPP The applicant shall provide the City with a
copy of the filed Notice of Intent and SWPPP
WEST VALLEY SANITATION DISTRICT OF SANTA CLARA COUNTY
103 Sewer connection The applicant will be required to abandon all existing sewer
connections and construct a new privately maintained sewer system for the new
development This private sewer system must be designed and constructed to the
districts public sewer standard Pursuant to district ordinance code Section 10130
TIME OF PAYMENT OF SEWER CONNECTION AND TREATMENT PLANT
CAPACITY FEES
SANTA CLARA VALLEY WATER DISTRICT
104 Easements The SCVWD has two easements a 21foot wide storm drain easement
and 23foot wide ingressegress easement over the westerly side of the site adjacent
to Los Gatos Creek and a floating ingressegress easement through the site to access
the defined easements from Bascom Avenue Per the Districts Water Resources
Protection Ordinance a District permit will be required for any work on the Districts
easement prior to the start of construction A permit application which can be found at
the Districts website wwwvalleywaterorg must be submitted to the District by the
applicant with the initial filing fee of 250 Please be advised that all landscaping at the
site needs to conform to the Guidelines and Standards for Land Use near Streams
Design Guides 25
City Council Ordinance Conditions of Approval
PLN2011312 PLN201286 1677 S Bascom Avenue
Planned Development Permit Parking Modification Permit
105 Site Access In the event that the District needs to complete repairs to the existing
retaining wall along Los Gatos Creek the 21foot wide storm drain easement would be
used for the actual construction and the 23footwide ingressegress would be used for
access and staging District use of the easements to complete work on Los Gatos
Creek would impact site parking and residential access and the site design needs to
take into account these activities including the potential use of the entire storm drain
easement for permanent creek improvements The Districtseasement deed notes that
the District will not be responsible for the loss of value of any improvements placed
within the storm drain easement due to Districts utilization of the easement
106 Creek Trail Access Plans showing details for the construction of the trail access need
to be provided to the District as it appears the site is elevated above the trail and there
is a retaining wall between the existing trail and the project site which will require
grading and possible other improvements to create the access Confirmation from the
applicant will also be required showing that the access will be open to the general
public and all portions of the access located on District property will be the
responsibility of the applicant is necessary prior to the issuance of a grading or building
permit
Attachment #8
Parking Analysis
Revere - 1725 S. Bascom Avenue (formerly 1677 S. Bascom Avenue)
Suite
Address
Land Use Tenant Gross6 Parking
Standard
Metric
(seats/staff etc.)
Code
Standard
Parking Mod.
Standard
Proportionate
Share of
Parking*
11507
(500)
Large
Studio
Orange
Theory
Fitness
3,696 1:200 sq. ft.
(1:200 sq. ft. or one
space for each staff plus
one space every four
participants; whichever
is greater)
1:200 sq.
ft.
(5 staff, 24
participants)
18.5 1:215 sq. ft.*
17.1
1100
(400)
Café
Big Mug
(Proposed)
2,308 1:3 seats;
plus 1 per
200 sq. ft.
non-dining
35 seats; +
728 sq. ft.
non-
dining8
15.3
(11.6 + 3.64)
1:215 sq. ft.
15.5
Paseo 1,034
1050
(300)
Professional
Office
Partners
Development
Group
2,651.5 1:225 sq. ft.
N/A 11.78 1:215 sq. ft.
12.3
1022
(200)
Professional
Office
Scottrade 2,462.5 1:225 sq. ft.
N/A 10.9 1:215 sq. ft.
11.45
1000
(100)
General
Service
Ivo Salon
(Subject Tenant)
3,013 1:250 sq. ft.
(but not less than
2 spaces per use)
N/A 12.05 1:215 sq. ft.
14
Totals 15,165 699 7110
Total Parking
Provided
71 71
Deficit (-)
/Surplus (+)
+2 0
6 The ‘gross’ tenant size includes the hallway (or portion of the hallway) serving the use. See Attachment 9 for basis of gross floor area
calculations. Several tenant spaces had the hallway split between uses served.
7 The legal suite numbers include 1000 through 1150. Suite numbers 100-500 are the historic suite numbers and are provided for reference only. 8 While the number of staff is not part of the parking ‘standard’ it is worth considering that a 728 square foot non-dining area translates to an
anticipated parking demand of 3.64 parking spaces. Assuming that
9 Rounding up to the nearest whole number in accordance with CMC 21.28.030.F from 68.53.
10 Proportionate share of parking acknowledging the approved 1:215 sq. ft. parking standard. City Council Ordinance 2156 approved a Planned
Development Permit (PLN2011-312) and Parking Modification Permit (PLN2012-86) to allow a mixed-use development (Revere) consisting of
168 apartment units and 15,295 square feet of ground floor retail space (15,165 sq. ft. built). The Parking Modification Permit allowed for a parking
ratio of one (1) space per 215 sq. ft. of gross floor area of commercial space (total of 71 parking stalls for 15,295 sq. ft.), rather than one (1) space
per 200 sq. ft. of gross floor area is typical for speculative commercial spaces. The total is technically rounded up from 70.53 in consideration less
floor area was built (15,165 sq. ft. gross vs. 15,295 sq. ft. approved).
UPUP9' X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'9' X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'8'-6" X 18'+5 3/8"9' X 18'9' X 18'TUP39'-4 1/4"26'-8 3/4"70'-6 1/2"18'-1 1/2"38'-5"52'-7 1/2"15'-4"21'-6"23'-7"15'-8 1/8"10'-8 3/8"20'-2"20'-1 1/2"72'-4 3/4"71'-0"13'-8 3/4"34'-3 5/8"48'-8 1/8"43'-6"62'-2 5/8"61'-1 1/4"25'-4 3/4"13'-0"14'-10 3/4"15'-0"12'-6 1/2"8'-6"12'-6 1/2"15'-0"15'-0"12'-6 1/2"15'-0"8'-0"13'-0"13'-9"33'-2 1/8"SUITE 1002,602 SF(GROSS)SUITE 2002,339 SF(GROSS)SUITE 3002,528 SF(GROSS)SUITE 4002,061 SF(GROSS)SUITE 5003,423 SF(GROSS)247 SF(NET)411 SF(NET)546 SF(NET)118 SF(NET)1,034 SF(NET)TOTAL RETAIL15,30966'-9 1/2"12'-10 3/8"21'-9"6'-5 1/2"20'-4 1/2"51'-5 1/2"12'-8 1/4"16'-3 1/8"26'-8"23'-5 1/8"6'-1 1/2"14'-11 3/4"4'-4 1/8"51'-3 3/8"4'-2 1/8"10'-5 1/8"16'-1 1/4"18'-8 5/8"31'-3"36'-10 1/4"12'-7 3/8"20'-11 1/4"All drawings and written materialappearing herein constitute original,and unpublished work of the architectand may not be duplicated, used ordisclosed without the written consentof the architect.FIRST FLOORDrawn ByNSProject No.Sheet Size: 30 x 42Scale1/8" = 1'-0"RETAIL PLANEX1Sheet TitleS t a m pDateIssue------------------------------------------------------------F.415 677 0964P.415 677 0966465CaliforniaStSuite12 00SanFranciscoCA94104 1839-() - -)(ClientConsultant1677 SOUTH BASCOM AVE. CAMPBELL, CALIFORNIA1222RETAIL EXHIBIT01.15.1510001022105011001150